The URL can be used to link to this page

469, 465, 461, 457, 453, 449, 445, 441 Merry Brook Cir (a)CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION e• D Application No: c P a I Documented Construction Value: S no _ Job Address: -"m hQAtq Fri aDL 1 ', - IzL l / Historic District: Yes No Parcel ID: Residentiato Commercial Ul Type of Work: Newi Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: 'Ift D ,_1 I ,S Title: Phone: Fax:'1-33 -385.3 Email: kyae- . cby7 \ Property Owner Information Name i Di To` Phone: Street: Aop tat- LaC!.e % Nu -e-, Resident of property? : Nd City, State Zip: Cohtrador Information Name l- Phone: ` - 6,36- 3 f Street: tS6-0 ta- Fax: 0 - o J• J City, State Zip: r State License No:CAep3QLO Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurateon4-16 atAWwork will be done in compliance with all applicable laws regulating construction and zo f Signature of Owner/Agent Date Sigyptdire of Contractor/Agent Print Owner/Agent's Name Ptiat Contractor/Agent`s Name Signature.of Notary -State of Florida Date Signature of No ry-State of Florida Date CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 107),;99-0153 FlondsNotarySeMee.com. Owner/Agent is Personally Known to Me or Contractor/Agent is _Personally Known to:Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[-] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WASTEWATER:--_ ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application OIW E61l:OI,IKU]D[ (W) 1.01 Ven01I N>me AIANFATI AIRCDUDQMMIMOA yy"11pp- I. Dpp44ale f/1)/2011 cww tAR' Yr,op11I)w.I. Data b fn)/2selavi'j ul 111110 fTL r=.. TAf hNrnmN) ALrm Synxulf DawQ. f1 QDI Imo aN. i_q tasY r ;.; rab QNa Olm SIMMS irLnrdlorv.ual BIacM Ctm. Q..W tf Total, Dalt SVvvDer_ SVD/Pan /bill IKl1At1 tl•Mnw1•Jf. 1DlMIW MrIN%J PmwM Oma.. NUum/N If21W MK IlOrl.aw Jtl .la N4nuG, 4a CONpIgNdGI faD Wunv ti LW SSASSM W216W uJlte^ NrK Imwtr rfWo,.0 mkLIwn4.vng W m11»;r_ N4>fN am sink utWa H.1m1 IymMara:. w»la IWIrM CII M MAMA An muploMN01 W mY:J1J A•N 4 kYnl6, [Dud110nvgt 111)):2] N4 IK»gI IS«Nr.11r»r 1111110 N wINIIIOm..N OW00•u Nu 4NN IYIK MK IfWb.M 1N_ On wn r4Mt.fp (pxdtggK.t W 1:IN:) 4 Yiw1 - --.__^---_ Y IW H.KrJp flNl.m 1SI1 INY IION•M Mr •If rOIINOi YL CpkdlgmrrG W m:)'r:T NN 4M•1 yy 11 YLntpO 40 1KItM1 Irrr.wruw•.b 1[101% arra•r101DNW 11WY••r uAWN 1111. M.0 IWn•N OR•Y. NNT i. •la COmdlq lrGL W`m;/.S1) Yr 4NN _ •-_-'_• b14 Lm MAN MAN t1,.nW IIIIH MK I1rYM OD n nHRhD. •If CY•D1LWY6L 111U5! NV Vila! Y ISL H KM IK^1101 oris+SKr It1n% wv Y..Irlr4ru a vllrgM Odv•(s_ww _•pfOrlwO,hn rr.. M fWMKH L2a 00 SA{L MIK11wrrm_1 nrra T VI(b•1. MwNaW. 0tlV Ca«ra1•rN M+a OYplNra r IM 1f21K VK ISO— u•re.•nmmNL IF 1.. W 1K 1.1 Mnuw1 _W MwOq[ As «I_ W Oil 1.1 rAlWGu01.11111.11a, i 1• S.I M.0 1. f3W40 111 IKII»I rm•-1nrN•ad 31,1101% GrlrtunlflnN•r MIMI. NY NN•1 aillH MK ILbYYN Of.u{ M•iWO, of W.11IMNML t!ri Wllafl2 lw zm- -_ Ipp a... P.M. ISII. 111110 M•C ILDnWm_ Dn 41 WT"..'A 011110tM:t Yn WI WVN_M.f•r ny 1 SL,.f61{ Was IK»MI .•a ru l..b OKK Oufntiw l•ICD[n[ __ aWlwilt Nn•_r..n MAC_ Lula"_ Kl Nr Y1 RW. Y ICCkplq lrGL W WIN5f2_ wlmr_ lies SN111 49O1.12 IK_)101 f•br Jm10( D•nnt•en lRl?•• _ IINSNrrWf NIY.(M•M4«pfd lrVO/lw M>tlw _ Y]If0 rN.1f la>•i 11 OII of N(•SwO, •q C CIRQ_a W mfyrl:2 Opv. W N YU OwOr14YM M:•fl•^Lw> SIA 1)tOW YWft IKYtM Ix..l.s_U. m1.1ot D+w4w VICmN awwrrnt grY.;•rr.N An• +LINMdtw/b rnr lhf U. -M M C y IfOJfw. Dll of q.IWL,N1 CDNdIKhM:L fes_•111.`2 OpV.WN a^! •4 >r lrftn hq4 f lA SSK tlmW IttY)Ol•Is\Nw•n aT g1fO1M D.rm rl_I :lu.n AWt.:I nlu w/r•mO r W.b 11> Alto WAC H?f+M On N314MIaq Ah(ONtltalma!• L Mwlt/_ INK •vM Wrlwaw/IW uoYrr. r_ Im SM0 Ysw IaN:IM I rI:YN.r.b IY.KK a•kNu r'I•Itw•< YLdxra Nu •1.rl MK IQ.I••M 011 u. Na RN. rn-ilta .DL W 1101122 Nr Y4..r 1•nr IW KCnAO 1;011 IfilH^K agM a OR.. r•!iitns 1COmdigMNL/ fJ OS}Tr1_ Nr NrW. IN L 1KIt1G1~ leernarwl•.L tl lM,_„•I CbrW aV1DW0 fru•w•f T 1St0_ MK_ M -_MI.. TI....CDu01Igr.InOi W mIMt1) J--- a411, TOl00a S3p40 t)IY MAIC._' 1.11101 In+N Mfr .Or llllal0( I.NM•.a_1+ItbtN 1Am._1 Nwn aw. ,ln aN w.N IS]I» M.IC _ M•[ wY a_Mt u1N1ATINC It CokdlgmNr•1 ir 11Y N nwrrL Wrnf O;Vn Lmr IM Wkw t1n 11 I11tg1 frar•1•wuae. _ wom N1rIN M.w iWAM1S r. -at V 1 _ J11. laDIbMTIAIt NI•IIIgAIrNI•lkq, •III C>rldlg .. pptwlt Dw 1 _ _ M 11 SK.W flaw IKIIMI ImwWKt•Y. _)1).10( MvrLrr4r pl0aMN NnrtM 1]tiv CwMNra Crplr.Llia l -.r Ib[ I.I'm INK iWbalr pR 41 N.I r10. N3 CONOIH)MIIGL Mum) UgY•u«nf Y••GYpr ln.N.lrnr iyt Far 140 31.W 311 IKI'M Ikr I_lf01ll Y.mM•rN PICwr1 _ IMI rYRy•(rr wro rfNWOrp ININ M•r/4r r ISIIK MK lath. -KI Na N(Lt4q W ODm0 APPGi W WDllll OOl1•fwn/4u r/rlfwb WTr 1. S»Lw Snow fL IIMT ...b - tela[ 1D..N Lwt.tl MK•y.-r Mm._/rk.r_ww.___ Ytffe MK IWN4r 1, ulMwlpD.:q`DomolloxugL fr 1Iw1: MK v.M.rr.....: rn..rwr. 1_ t1 t1Wm Sl1r Iai11N1 vV11n0 rhK ]lw WnN•1M. -- YJW MK 1Mt1t4. IIAWr• OR 4a1M1dt,4a mlgn0MHDL W W1N5!] MK IIw D•nr•r l«r••n `YW 140 SI,»1J0 H^f» wIY01 IwMwI..0 Wlm rnnenlgrt•tW mlLrar NNAyrN 1f»f0 MK mL ua ke.tlnywCOmOnaYNe1 1IYS1) 4.r Wer n IC{ Si)as4p t]/N_ 111110 MK 1611 it OU-4[.nn4YI1 O1T1OMtG ^ W Nm Mdrl a -a 140 SS.1"M it IKIImI IN_I pM..ld 1t1W1% h.tIN IRI Child _ MLOW)0 MOl wm. _ ___ _.. !__ 11111 l RNYAL g _ twiIqp. I" tf0 IKYIaI ihvNrs.•.b 112W10( Yn PI[.w _ fMM1r1> Ir•r.n.w.mAlWlwin _^ Y»60 WAC IWbaM Ita.Mlm OR+W b..w An ODN011gMKL W W1HY2 aarrrlwm N Nfrun _ 1a.L IRS. SU" STIP IKItA1 IMbwN.p 1101%__ru•MIl1C rM aqN>IIf DwMwl toff M.K puwa KMOfi An CMlolfpllgL W W1.111 Olalpl Sirii 140 SYY~ titW IKliml IMnNw1,.o1 milaw 111v.w aNNwmf ml. C.•.r.aN..tiwvrL.manwrm er Ytln MK Im.ban. M1+41ufLlo,N•DPvdtgr>x6L W m»a11 OdY•ras.NY..w+p - rra.lkl Im H.x n. IHlttn `-a- 1f10i1[ --- I D•W Wlrl/b1N -- w aDiS Op1Y C«•..4•a.IWNOvq.lrhm M1•Nw W111 MK IM I. OR.aa WAtaM._ pl _S, Wr- 1IW3]- OtivCwM n.mMNCrb.tiNrnjp M LW SnaLe ImW wat-ol 1Mrm,—ab awmaar 1nY»4l] M'K•Y•nrwrwn•/l4wlr0Yr•b 1K MK IK.4Vm OR• WAIMkM Yf (Dv>IfgNm:L W Wim;ik YrmV rw.n r/I.YiNUmINk 140 HWLO YWW 1KItMI IVA•WaM IK»gf w. u.arkrWCbrY WOWa.. l.uAVM Isit. MK IWb•N pR.u.N4DA5,An mNp1gw14L IN mrN 11 1aLL0 1 IS_ C IW.,Nm DR+1IN.DNO, •11 [TN?1DW16L W 1^mIN 11 fL.1KW H.1lTWOR—Wtiml, tONdrgmdGl 1LrmYG)»I r ..p ItgqClWwwrrlrrlLICY.SsLMYfr.wf Odv C«.M •n.pwp lwryJ.n rr.r.fM 1]IIK MAC IWa- g1 rS141mIQ 4t rplYI1DMNOL W M.(w•M MsWdifnN/rlr Mrf.Of WWN ORAn1CAR•RYtWMp0Np6L W .wCwM e•.fNNOMDr IMR Iw{ ILO' slim1]1mM4 ws•n.rrhr 1111Nata 111)1 MK •nm Mkn.a«/kam u0u.Y• 111W MAC IWbM DR b14•TNO.m[tlg1110rmIGl m•vWliilrr../IW; ILO S%LW 11Wa0 Win, Iran laMI10WILCLrcwImR1D•rr Wmar Nu MN.I Nrrk.l•IIII..•rsK rr«.Ar oaas IS». MK IW4M Opan rlt•IINq Anm.00gIw6L W. Wl W:1 NYw+IF(1 M IA K.LIa10 SLS" YIIK M'K IiOibMOD UII IUAlIN4 YCN S111DrNrOTI LI/ i41,1110G GuwrM11K1 Mor 1W`Si,O a W Nl1 llL1»OI IIrN•..1. %•__ 1)1101%_ fwwpRIYNM __=41Y•.WS__04v r«M m, wid t+vnnr=2_-_ Y11f0 MIH MK tSi1.M OILAI.WATI L..Wmao G. WYaW OWv.4..nLYu 0vlD lrYm/trl Mf•L. ILO fn6W SImA IKlY11 IrwiwN lT 11050.1 f••YnINILInNV mMN 1.OR OAY•GNr•f •rN rM'•IOuICr1/rmM 1R MAC IWLM. 11141 MAPND, AI. COmdlgmYp• M"_Cdv.fjrnrN Ana rAVNOMdIM/W fr_Mr IW S1SOW fiKW Iri_l.t Ikr•r.al•):• _114tA.00_ Slmrn lnlLlCYrW _ _ wtluf rNK•Y.m _«/•W YM W - _- __• MISS MK YbYM MI Nf M•11.16. AIaCOxbIDI.INfil WL^w11W'L M•K•yeNw •«/ms/wA[vf. I30^ wWM_I IK11M1 Iwmrr.r St. I.OMC DaMNnIaICInW p014.e NV •YN1 WI. MK mOa tY OtI.IIA M•1WG,WtlmdllDkINGL W Wll.ala tnr •IaON 11 1/ilaW Kusm IW4SLa W' WfW:a rrWON Isrr 140. am sunm 1 N Kr Ma04[`Dmm r101Dwi- a~- mV•Cv.rr1.r•a0rd Lwirm/grro•[1r 1t11W MK 1{a.l•a1a OR 4A MAIWw •11lONdmNYgL fln WIw•R otlY LN.M •nr aAa lrwyR. Mr•tw ry LW SISLM 1K»q1 ISI lar olabality pw Il lal d. aMwrl.Wt OD1Y [wnM •na •YM'NOV[OrIV/anMHM_ i _ ItYK MK ISw4VM Cll•MIr4AlVq, 4tmNd110Y0.0 L W TWa.4 Call. WnO An..Msf pGprl+AY Im IM"SIM MIMI nw•rwl_u. _ r^%_o.w. r.Igln._ VlJO»__Y._..if r...n/NwLmoN_. wfa wK ISCn.rM KI A.. mS.IfvO, uC tOxOrtgMxbL Li W::L 1NK:vrpf•kw.w.11amCpdm•wr MN 140 HW flmm IK:lgI IMr•4rr•Hr 11-V Iw•ul.r d.w OmO0a1. Nu YN•r IStIW MK fi0rWN OR W WAMS 4RCONOmgNvga fJ MMm;S pWWM 140 SVISIM Sk" MIN MK I(A4M CR 4.14AnYj.n WmpICNWD/ W W11K'1 Nm WNI 110 SL.law H7mw It{IIg1 lAN•a.wl•.r 11NWt _ lN+•011b•.k amr010•S CN4a•OYnwf ur Ga+y 112,10 MK IWw.raa. DR 411M•n•Iq 4ACPv00glltgt SIJ 3.t m1.aH Np pYrr`arrp Or•4a SA im SIN1^SIpLW 1.11MI I-I.fN I'Dow Iwri•I tlrw--- mNMYWl OMv(wMA.«OYd lwy/rllrnr /k. 1111. MI. MK 1WM.IISa KI•Ar 141p4WmrldlgNWDI 11M... OmY•(w«NM•OWIwO:m hrr•I.n M In sm. 11WW IS/I/IDl :nar•1rr«51r IINO.% M•wnlalOirm nw_.mt OY.V.rw«I>Ans./wNOVp V.OarrrNM MK 1WNah M..1 .!RtO.b M"aa-pG L W W1W:t Opr.4wM•,r. NNJ0Yb1.AnNrO W IN 11W.M Siam IKIIMI tMil IS C WfW: h fN t»LWI-==prI'lawIKII»l InNrmwr•fw NOW... N W... Nu MM•1 w11t0 1NK IWabfOr OR. -f.ffaO An COkpMlrq{ W 11..:a aar 0 ILO fs Nl 0.f)p. 4..«enlun.. Mlwuet YSIm MK I1N.aM Dtt Y. nlARNM1, W mraNgMw-0L W 11..:{ Nr WM MM IA 3Y,Nf 1.}t!•a ilYpi frr e.m opv.r...r.aY..4•mm i.,Wwn...I1.t ft»s0 MK It". OR 4l ru•IINa,.n tovDllgmt.GL 1,aI pl.1.Jt oaY. G..r.f •rr•wm. LA.ktu rn. tsi i uo shop ufLm SLIrnA1 N WNCvr 14:e 1-102 SIIM S. a Y.M DESCRIPTION AS 5.2' 9 S.2 20.0 o Co D. COVO. CO D. c e COV -D. CO D. CO 0. o LOT - 2,090 SOFT. LIVING - 894 SO.Fr. CERTIFIED TO: Alice COV'D. o D CONC. CONC. CONC. vi o CONC. CONC. 0 CONC. vS 0 CO o G FURNISHED: Lot 146, THORNBROOKE PHASE 2, as recorded in Plat Book 79, SETT oPEIJC$ PACE) SET SET SET o .. N _00_08 2_8 W_ SET OPENCT E ACE) SET SET SET QQGPROPOSED = FINSHEO SPOT GRADE ELEVATIONS PER DRAINAGE PLANS SET I.R. 22.33 I.R. 22.00 I.R. 7,2 UNE 22.00 I.R. Company;'Ta for Morrison nY 22.00 I.R. 22.00 I.R. 22.00 I.R. 22.00 I.R. 2. 22.33 I.R. LOT 140, Pages 43 through 45 Of 0 n Lo cu noNs: TRACT L n TWO STORY 3 3 3 3 3 3 3 R/W = 176 SOFT. FUTURE DEVELOPMENT) v ATTACHED N ~ APRON = N THORNBROOKE 2 0' RESIDENKCE c N N N N N T c n o n o n o !> a n o 2• SIDEWALK =31010 SOFT. P.B. 79, PGS. 3-7 N - 1441 , o o h o o n o o o C4. 144, OR 14545 the Public Records of y 01 1n 01 vI 03 O TOTAL AREAS: PROPOSED INFORMATION SHOWN O o m o o m co 00 O AREA = 2,266 SOFT. BASED ON SUPPLIED PLAN lry T^ L^ H (A H 0to DRIVEWAY - 255 SOFT. AND/OR INSTRUCTIONS PER a M F.F.E.=25.80 F.F.E-25.80 F.F.E.=25.80 F.F.E=25.80 F.F.E=25.80 F.F.E=25.80 F.F.E=25.80 F.F.E=25.80 5 o Q 0 0 SIDEWALK 158 SOFT Soo SO.FT. CLIENTNOT FIELD VERIFIED O 3 h NOTE: PAVER ITEMS ARE NOT Seminole County, Florida. 10.00' LOT 1461 10.00' LOT 145 AC LOT 144 10.00' COVD. COVD. CO D. COVD. m 10.00' LOT 143 AC 10.00' AC LOT 142 CONC. CONC. CONC, GONG. 5.7' 5.7' 15. 5.70 10.00' LOT 141 AC 10.00 LOT 140 AC T 10.00' 139 ON INCLUDED IN IMPERVIOUS AREA ON LOT AREA CALCUlA110N5: 20.0BOUNDARYFOR / 5.2' 9 S.2 20.0 o Co D. COVO. CO D. c e COV -D. CO D. CO 0. o LOT - 2,090 SOFT. LIVING - 894 SO.Fr. CERTIFIED TO: Alice COV'D. o D CONC. CONC. CONC. vi o CONC. CONC. 0 CONC. vS 0 CO o GARAGE = 249 SOFT. Suzanne Hamden; Inspired CONC. 16.8 .3' 3 J. 16.8' '^ CONC. PAVER ENTRY = 36 SOFT Title S8NIC6S, LLC; First W BREEZEWAYLAM = V A SAO:FST. PAVERONONv NOT ma DRNEWAY=225 SOXT. American Title Insurance UN 7.2' 7,2 UNE A/C PAD = 9 so.FT Company;'Ta for Morrison nY INCLUDED ; v 2 PAVER WALKWAY = 48 SOFT. IMPERVIOUS= 60.ECOVD. Home Funding CONC. CO D. _ CONC. 1,2 SO -FT. 2. o S00 = SOFT. 0 n Lo cu noNs: TRACT L n TWO STORY 3 3 3 3 3 3 3 R/W = 176 SOFT. FUTURE DEVELOPMENT) v ATTACHED N ~ APRON = N THORNBROOKE 2 0' RESIDENKCE c N N N N N T c n o n o n o !> a n o 2• SIDEWALK =31010 SOFT. P.B. 79, PGS. 3-7 N - 1441 , o o h o o n o o o C4. SOD = 36 SO.FT. M O F.F.=26.01' 01 1n 01 vI 03 O TOTAL AREAS: PROPOSED INFORMATION SHOWN O o m o o m co 00 O AREA = 2,266 SOFT. BASED ON SUPPLIED PLAN lry T^ L^ H (A H 0to DRIVEWAY - 255 SOFT. AND/OR INSTRUCTIONS PER a M F.F.E.=25.80 F.F.E-25.80 F.F.E.=25.80 F.F.E=25.80 F.F.E=25.80 F.F.E=25.80 F.F.E=25.80 F.F.E=25.80 5 o Q 0 0 SIDEWALK 158 SOFT Soo SO.FT. CLIENTNOT FIELD VERIFIED O 3 h 3 5 C3 n WILLOW -L Y REDWOOD -L REDWOOD -L BIRCH -A -L BIRCH -A -R REDW000-R REDWOOD -R WILLOW -R Y 00 LOT 139 OR 146 v LOT 142 OR 143 NOTE : PAVER IIEAIS ARE NOT m COVD. COVD. CO D. COVD. m NOTE PAVER REMS ARE NOTCONC. CONC. CONC, GONG. 5.7' 5.7' 15. 5.70INCLUDEDINIMPERVIOUSAREAINCLUDEDINIMPERVIOUSAREA oN LOT AREA CALCULATIONS: c o J.7 i COV'D. i 7' CO 0. n3.7' c 3.7' ON LOT AREA CALCULATIONS: 2.121 SOFT. D 34.7' c CONC. 9' 9CONC. 4 12.7 .f 34.7' ON LOT = 2,090 SO.FT. LMNG =770 SOFT UNE 16.3' LLOT 9 2' 9.5' 9.2' 16.8' NEH.K LMNG = 824 SOFT GARAGE = 458 SOFT. BRICK' PAVER GARAGE = 259 SO.FT.BRICK ENTRY - 9 SQ.FT. DR. DR. PAVER ENTRY - 68 SO.Fr. LANK 93 SOFTLANAIBRICKBRICKBRICKBRICKBRICK 102 SO.FfBREEZEWAYN/A SOFT OR. DR. DR. DR. OR 161 SOFTPAVERDRNEWAY= PAVER DRIVEWAY- 400 SO.FT. BRICK BRICK BRICK BRICK WALK )VALK WALK 29. 9.00' W, WALK WALK DRIVEWAY - 251 S'O.Fr. PAD SOFT. A/C PAD = 9 SOXT. .00' PAVER WALKWAY - 6 SO.FT. 00' .00 25. 25. 25. A/C = 9 PAVER WALKWAY - 25 SO.R. IMPERVIOUS- 62.7 IMPERVIOUS- 57.1 X 1.330 SO.FT. 1,194 SO.FT. SOD = 376C SOFT ' Looj; f0' ESMi 1g• S00 =542 SOFTOFFLOTMATIONS. 5 R/W = 179 SOFT tiS. 0 - - R/W = 176 SQ.FT APRON = 51 SOFT. s 22.33 SE APRON = 30 sO.F SIDEWALK = 112 SOFT .I.R. I.R. I.R. I.R. I.R. I.R. I.R. SIDEWALK = 110 SOFT. SOD = 16 SOFT. T SOD = 36 SOXT. TOTAL AREAS:TAL AREA - 2,300 SOFT DRIVEWAY = 451 SOFT yh° l4 Z- T awi( B.B.) N OO"O8' 28" W ti`'y AREAS: AREA - 2.266 SOFT. DRIVEWAY - 291 SOFT. SOD - 392 sALK = 118° o:F r_, MERRY BROOK CIRCLE 40' R W TRACT C - Zl , SOD ' LIK = 578 OXF.. GRUSE11j L1. 117 )?-SCOTT ASSOC., INC. SURVEYORS DR. 54 328LANDzn°Lz32` 407)- 6L583- 21840, 366 LEGEND '°rTMP. MIT CH : TTPPICAIL Ioc its : wa"DMANmic ss:Tuoc LL[ a M Norex Sii1LE - 1• . 20' _ DRAWN 8Y`. ..• 611E ORDER HO. PRG • MIT 6 RE RMSC CIRVAIIRE CIFC • PMO. IDK FE14L CA . CHM WARDGPUT PGG • MIT W PKSKO Cl/NAII/C VOFG • VODD rOCC UTO. • UTLLITT 1. 1HE UPOERWIED D= #WWV COMY TWT DSS SLRVEY MM Tiff MONRRI TECIOSM SPIMM T5 SET MM BY Tiff FLORIDA BOND OF PROFESSItkML LAND 9AlVEYDRS N 04APMR '30-17 OF TW FLORIDA ADI@RSM4MV OOOE 2147-16 IHR. I _ K% • MJI-RAIDA< pG • P ELr CIRIXAWK u t AK DG 2 190E55 EItIBOSSID W1M SINIVEIVR'S SEAL 7M4 SURVEY 6 NDT VALID AND B PIES'p/1ED FOR D6GRI11110NLL PURPOSES pRY. PLOT PLAN 06-21-16 REVISED PLOT PIAN (ADDED S0. FT. CALCS) 08-09-16 GN • C( bCTRa MON901T PAL . MIT OF tmHmG P.T. • POW or TAtmCr MID . IOAL t m2% LiSCRPTm1 1 TILS SLMV WAS PROMAE,D FROM DILE VOVRMITDN FLORWH D TO INE SUNVEIOR rmw WY BE OTTER RESIRICRONS PAG • MIT CF COP010EP011 am w GI. EU IS% PAR • pobwoff REF[RDCE MUCK R • Rl1(QUS RUMVEltorr. •ARC IOIGIN R/V . R[OR-W-VAY CMT. . EASpO(T OR EAsriRNrs 7FMT AFFECT TF95 PROPERII: f. NO N/DERGROlRO OWROYEAE7RS HAVE BEEN LOCATED IDOESS OTIERIYISE SHOWN. REV6ED PIAT PLAN (GRIMES) 08-10-16 REVMD PLOT PEAK (PAVERS) 08-15-16rDbsl/ rttvt E1EVAr1PL I CALL • CAIPLATED t • MUM= NORTHFORMBOMRD1TILSSURVEYISFREPARDRARDHESOLESDIEF7TOFDIOSECOUVIEDMAND90LWMOTSE F0LW0AWN/ELEVS. 09-12-16 3113-16 VP. • VITMLTS PLmR THIS SURDM/PROPERTY DOES NOT UE *TOW RELIED UPON BY ANY OTHER DIM.FlNAL/aEVS. 04041005 910110 FUR T11E LOCATION OF OPIROV84NM MitEON 910" NOT BE USED 10 REOONSTRUCr SOUNIARY Ulm 03-14-17 RENSED ORNES ONLY 03-26-17 1080-17 CERTIFIED BY: • A + THE ESTAB[15HE0 100 YEAR FLOOD PUKE AS PER FIRM' 7. AREARPOM IL aEVAT[DNS,.F SHOWN. ARE 84SM ON M 10M G£OOEDC Mllr- L DA W . 04M ODERWSE MORD. TOM X. GRUSEN R.L.S. 1..47714 JAMES W. SCOTT. R LS J 4801 ZONE X MAP / 12117C 0055 F 9. GER[i1G1E OF ,WDgwZAnON No. 4596. DESCRIPTION AS FURNISHED: Lot IAS, TRACT E TRACT E OPEN SPACE) ++ (OPEN SPACE) QQ PROPOSED = FTNSHEO SPOT GRADE ElEVAA0N5 THORNBROOKE PHASE 2, as _ _ _ _ _ _ _ _ _ _ _ _ _ _ N 00°08 2_8 W_ _ _ _ _ _ _ _ _ _ _ _ PER DRAINAGE PLANS recorded in Plot Book 79, SETT sE7 - sET - -,- SET SET , SET SET SET I.R. 22.33 I.R. 22.00 I.R. 22.00 I.R.22.00 I.R. 22.00 I.R. 22.00 I.R. 22.00 i.R. 22.33 I.R. cor 140, 141, Pages 43 through 45 of 144, OR 145 the Public Records o*NOTE- PAVER ITEMS ARE NOT Seminole County, Florida. 10. 10.00146aAC10'00'LOT 145 AC LOT 14.410'00' LOT 143101 AC AC i0'OOLOT 142 LOT 141 10.00' AC LOT 140 10'00 AC A 1 139 10'00 INCLUDED IN IMPERVIOUS AREA ON ON OT AREA ULA17ONS: 20.0 5. 1-09" o5 2 20.0 LOT - 2,090 SOFT. BOUNDARY FOR / o co o. o CO D. CO D. CO D. CO D. o co D. p LIVING - 894 So.FT. CONC. CONC. CONC. Ari Io CONC. CONC. CONC. fo GARAGE = 249 SOFT. CERTIFIED T0: Sophia S. Coro. o `° o co o• *PAVER ENTRY = 36 so.FT Ahjorwollo and Tasneem A. CONC. :1 16.8' .3' 3 168' CONC. LANA = 102 SOFT. Anjorwollo; Inspired Title ON W BREEZEWAY- N/A so.FT. Services, LLC; First uN 7.2' NOT NOT ON v *PAVER DRIVEWAY==225 SO.F7 7.2 NE 4'14 A/C PAD = 9 SO.FT. American 'Title Insurance n vl' *PAVER WALKWAY =48 SOFT. INCLUDED INCLUDED CO D. 2 IMPERVIOUS= 60.0 R Company; Taylor Morrison CONC• - a - 1,254 SOFT. DNC. SOD - 527 SO.FT. Home Funding 2• o TRACT L co AR cALcuLa Ns: 3 Tyro STORY 3 3 3 3 3 3 " '3 R/W = 176 SO.FT. FUTURE DEVELOPMENT) 2.0' H ATTACHED N N CV H CV tV ~ APRON = 30 SO.FT. THORNBROOKE c RESIDENCE n o n o n o n• n o 2• - SIDEWALK = 110 SOFT. P.B. 79, PGS. 3-7 , 0 445 o g o o g o O SODTOTS = 36 SOFT. Cl) 00 F. 26.01' m a o m o O1 O AREA - 2,266 SO.FT. PROPOSED INFDRMATK)N SHOWN r. 0 V1 h H y h ` DRIVEWAY = 255 SO.FT. BASED ON SUPPLIED PLAN to SIDEWALK = 158 SOFTAND/OR INSTRUCTIONS PER a F.F.E =25.80 F.E.=25.80 F.F.E=25.80 F.F.E=25.80 F.F.E =25.80 F.F.E =25.80 F.F.E =25.80 F.F.E=25.80 ° CUENT NOT FIELD vawnED 3 h 3 SOD - 563 SO.Fr.. LOT 139 OR 14612 n WILLOW-L REDWOOD-L REDWOOD-L BIRCH-A-L BIRCH-A-R REDWOOD-R REDW000- MTLLOW-R x CO LOT 142 OR 143 NOTE : PAVER ITEMS ARE NOT CO O. CO D. CO 0. COVO. ( m CON CONC. CONC GONG. Lb *NOTE PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA c 5.7' c 5.7' c c 15. c 4BRICK INCLUDED iN IMPERVIOUS AREA ON LOT AREA CALCULATIONS: J. i o .3.7'"j CO D. i 2 7' n CO D. "13.7' c ON LOT AREA CALCULATIONS: LOT = 2.121 SO. FT. " c CONC. 9' 9 CONC. o LOT = 2.090 SOFTLMNG = 770 SOFT ON 34.7' + 12.7' 4 12.7' 34.7' ONGARAGE458 SOFT UNE 16.3' 9.2 9.2' 9.5'9.2' 16.8' NE LIVING = 824 SO.FT. PAVER ENTRY = g SOFT. BRiCK BRICK RAGE = 259 SO.Fr. LANAI = 93 SOFT OR. OR. BRICK LANAI EMRY 102 SO.FT. BREEZEWAY= N/A SOFT. BDR.K BDR. BDR. CK BTTOR. RICK BDR.K OR 'PAVER DRIVEWAY-261 SO.F7 PAVER DRIVEWAY- 400 SOFr. BRiCK RBRICK BRICK BRICK DRIVEWAY = 261 SOFT. A/C PAD = 9 SOXT .DO' 5.00' 25.00 .00WAIX WALK 29. 9.00' WALK WALK 25. WALK 25. ' 25. A/C PAD - 9 SO.Fr. PAVER WALKWAY - 6 SOFT. - - - - - - - - *PAVER WALKWAY = 25 SOFT. IMPERVIOUS= 62.7 S - - - - - - - - - - - - - - - - - - - - - - IMPERVIOUS- 57.1 X SOD = 3 6 SO.FT. ',. 3 0 10 ESMT S 42 SO.FT. OFF LOT AREA CALCULATIONS 0.1 tia' a' ,tire k. 1 tiS OFF LOT AREA 542 SOFT R/y I = 179 SOFT OFF 11 1 O R/W - 176 SO.FT.. APRON - 51 SO.FT S1 22.33' SET 22.00' sir 22.00' SET 22.00' sET 22.00' 5Er 22.00' SET 22.00' SET 22.33' SET APRON - 30 SO.Fr. SIDEWALK= 112 SOFT. I.R. i.R. I.R. I.R. I.R. I.R.I.R. I.R. I.R. SIDEWALK - 110 SO.FT. SOD = 16 SO.fT. SOD = 36 SO.Fr. FOIAL TOM- AREA = 2.300 SO4.¢s V-mMWt aqwFT. ( p AREA = 2,266 SOFT. DRIVEWAY = 451 SOFT }h (B.B.) % OO"O8' 28" W L ' DRIVEWAY - 291 SO.FT. SIDEWALK = 118 SOFT (ti Z,1 SOD - 39SO.Fr. MERRY BROOK CIRCLE 40' R W TRACT C SIDEWALK = 178 SO.Fr. 500 = 578 SO.fT. GRU,S'N111 f YE-,S'COTT & 4 S',S'OC. , INC. - LAND SUR VPrOR,S 427703232 FAX E. CLONLAL ORLANDO. FL 207 PSL. . Fc2ff CM 1.0f. LEGEND m. . r" C:ALLlsl : I UUJM SET30= LDC : N0 M SCALE V- I' - 20 -------- DRAWN BY: 9 PRL . FUDff W IRVV= QVtVARPE OJC V1AD/ LMC fE1LCL Cy . 00W y pr, /. TIE LR4RER9GIED GOES NEAEBY CERTFY ANT iN6 SLdNEY AEEIS INE A4fN41Y TEL'JIdCAc SDV4>rViAS SET sOR111 BY PLG . vmNf 6' copLallm wtvATA/K VMFG - vl® Face UrIL • UnLM THE FLOIMOA BOND OF PROFESSIONAL LAND URVEIOU W CNAPTER S!-17 OF THE iLOWA ADMMMATNE WW M7E ORDER Na Ut • Noi LIC iRo= rw ; EAL pr :CMCRMFmv CRAnAE 2. v4E55 EIfBaSSM WTN SUR EIGR'S SM no ROWEY 6 NOT VALID AND 6 PRCMNRD FOR r#VRVAwW1L POW= Ofar. PLOT PUN 06-22-16 2147-16 CCJA - E NDIUEII PSG . P'am Cr 002MM P.T. - P®ff Or TANGO" ML & M33C 1 TN6 SlR[VEY IYIi PREPMRED FROM 71AE dlFpBNTDN TIA7ldSTED TO INE SIRNEIOR 11EJE WY BE OAER RESTR7C'TTONS REVISED PLOT PLAN (ADDED 50. if. G1LC5) 08-09-16 XT u' VZ' u• •NJ AS% PRM . PETb1A10rt R600SE LWlOfffwlprt Rry .mortem-VAr OR EAS01EM5 THAT AFFECT Ads PROPERR: REVISED PLAT PUN (DRIVES) 08-10-16 REL . fMmVpltD ESNf. . EASDOff 4. NO U MDD? ROW" UVROVEWDITS WIVE KW LOCATED LPUM OTHERWISE SHOWN. PF. . FO49O Flint ELEVATION L ' ARC LOGIN REVISED PLOT PLAN (PAVERS) 08-15-16 CALL . CALC LATU A ' 67rtERLDE S. TM "WY 6 PREPARED MR AE SOLE SDXRT OF INOSE CDUFA D TO AND SNOND NOT BE W. - vrr"Cn Pam NORTH FDftWARO FUUNl7ATION/ELEVS 09-12-16 3113-16RELIED (60fI BY ANY OTMW U4W.. FINAL/aXVS. 03-14-17 1060-17tL049MOM6SHOWNFDRTIELOCAWNOFWPROVELFMSMMMS14TLADNOTBEGREDMRE00h%79 Cf BOt9$14w LPIM REUSED ORNES ONLY 03-28-17CERTIFIEDBy THIS BLRLDUIc/PROPOTry DOES N07 UE IW11dN 7. WAq W= ARE "SED AMWED DARN AND Of AE LW SHOWN AS 645E WARM (B.&) THE ESTABLISHED E0p YEAR FLOOD PLANE AS PER :iRM' d aEVAMM.% IF SHOM ARE BASED ON MAnOANL GEODETIC VERIICN. OAnW OF 1929. LKM OAER*= NOTM TOM X. GRUSEN 5. % 4 4 JAMES W. SCOTT. RLS If 4801 ZONC X AMP / 12117C 0055 F 9. CGUFXSATE OF AURHORIZAMN Na 4396. RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot139ThomBrookeTHWiIIowGRE Builder Name: TAYLOR MORRISON HOMESnStreet: Permit Office. #, 6_ 2 g1 n O7Owner: 8-4City, State, Zip: FL, Permit Number: Jurisdiction: 494W Design Location: FL, Orlando c}fS 1. New construction or existing New (From Plans) 9. Wall Types (2605.1 sqft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 940.00 ft' b. Frame - Wood, Common R=13.0 745.78 ft' 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.1 648.67 ft' 4. Number of Bedrooms 3 d. other (see details) R= 270.67 ft' 10. Ceiling Types (1518.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1470 00 ft 6. Conditioned floor area above grade (ft') 2063 b. Knee Wall (Vented) R=30.0 48.00 ft' Conditioned floor area below grade (ft') 0 c. N/A R= f1' 11. Ducts R ft 7. Windows(258.0 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 4126 a. U -Factor: Dbl, U=0 34 202.64 ft' SHGC: SHGC=0.29 b. U -Factor: Dbl, U=0.34 30.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.26 a. Central Unit 34.8 SEER:15.20 c. U -Factor: Dbl, U=0.58 21.3311' SHGC: SHGC=0.32 13. Heating systems kBtu/hr Efficiency d. U -Factor: other (see details) 4.00 ft' a. Electric Heat Pump 32.8 HSPF:8.70 SHGC: other (see details) Area Weighted Average Overhang Depth: 2.075 ft. Area Weighted Average SHGC: 0.289 14. Hot water systems a. Electric Cap. 50 gallons 8. Floor Types (2063.0 sgft.) Insulation Area EF• 2.400 a. Slab -On -Grade Edge Insulation R=0.0 770.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 712.00 ft' None c. other (see details) R= 581.00 ft' 15. Credits Pstat Glass/Floor Area: 0.125 Total Proposed Modified Loads: 50.41 PASSTotalBaselineLoads: 53.93 I hereby certify that the plans and specifications covered by Review of the plans and THE SrgTF this calculation are in compliance with the Florida Eeerqy specifications covered by this OF Code.`, calculation indicates compliance with the Florida Energy Code. N+rr- •. „ PREPARED BY: Before construction is completed C DATE: 6/27./_1.6 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. CODwiththeFloridaEnergyCode. /7 OWNER/AGENT:. WE BUILDING OFFICIAL: - DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. .-.. 6/27/26f16,10:30 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant-56ftware--__ Page 1 of 5 r FORM R405-2014 6/27/2016 10.30 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Lotl39ThornBrookeTHWillow Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2063 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: TAYLOR MORRISON HOME Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Family Type: Multi -family FL , New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2063 17505 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 770 7161 Yes 4 0 1 Yes Yes Yes 2 Floor 1293 10344 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Floor 1 69.5 ft 0 770 ft' 0.2 0 0.8 2 Floor Over Other Space Floor 2 ____ ---- 712 W 0 02 0 0.8 3 Raised Floor Floor 2 ____ 136 ft' 19 0 0 1 4 Floor over Garage Floor 2 ---_ 445 ft° 19 1 0 0 ROOF V Roof Gable Roof Solar SA Emitt Emitl Deck Pilch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1525 ft' 342 ft° Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1364 ft' N N 6/27/2016 10.30 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 6/27/2016 10:30 AM EnergyGaugeO USA - FlaRes2014 Section R405 4 1 Compliant Software Page 3 of 5 CEILING Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Knee Wall (Vented) Floor 1 30 48 fl' 0.11 Wood 2 Under Attic (Vented) Floor 1 38 1470 fl' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below OrntTo Wall_Type Space R Value -Et -In Et In Area-R_Value_Eracbon_Absor._Grade%_ 1 E Exterior Frame - Wood Floor 2 13 23 6 8 0 188.0 ft' 0 0.23 0.6 0 2 E Exterior Concrete Block - Int Insul Floor 1 4.1 2 0 9 4 18.7 ft' 0 0 0.6 0 3 S Exterior Frame - Wood Floor 2 13 9 0 8 0 72.0 fl' 0 0.23 0.6 0 4 S Exterior Concrete Block - Int Insul Floor 1 4.1 6 0 9 4 56.0 ft' 0 0 0.6 0 5 W Exterior Frame - Wood Floor 2 13 23 6 8 0 188.0 fl' 0 0.23 0.6 0 6 W Exterior Concrete Block - Int Insul Floor 1 4.1 24 6 9 4 228.7 ft' 0 0 0.6 0 7 N Exterior Frame - Wood Floor 2 13 61 6 8 0 492.0 ft' 0 0.23 0.6 0 8 N Exterior Concrete Block - Int Insul Floor 1 4.1 37 0 9 4 345.3 fl' 0 0 0.6 0 9 Garage Frame - Wood Floor 1 11 29 0 9 4 270.7 fl' 0 0.23 0.01 0 10 S Neighbor Frame - Wood Floor 1 13 35 4 9 4 329.8 fl' 0.23 0.01 0 11 S Neighbor Frame - Wood Floor 2 13 52 8 416.0 fl' 0.23 0.01 0 DOORS Omt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 W Wood Floor 1 None 39 3 8 24 fl' 2 Wood Floor 1 None 39 2 8 6 8 17.8 W WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low -E Double Yes 0.34 0.26 30.0 ft' 1 fl 0 in 3 fl 6 in Drapes/blinds Exterior 5 2 W 5 Vinyl Low -E Double Yes 0.34 0.29 45.0 fl' 1 fl 0 in 0 fl8 in Drapes/blinds Exterior 5 3 W 6 Vinyl Low -E Double Yes 058 0.32 21.3 R' 14 ft 0 in 0 ft 0 in None None 4 W 6 Vinyl Low -E Double Yes 0.34 0.29 58.6 fl' 1 fl 0 in 10 ft 6 in Drapes/blinds Exterior 5 5 N 7 Vinyl Low -E Double Yes 0.34 0.29 30.0 fl' 1 It 0 in 0 fl 8 in Drapes/blinds Exterior 5 6 N 7 Vinyl Low -E Double Yes 0.34 0.29 30.0 fl' 1 ft 0 in 5 fl 6 in Drapes/blinds Exterior 5 7 N 7 Vinyl Low -E Double Yes 0.35 0.31 4.0 ft' 1 ft 0 in 0 fl 8 in Drapes/blinds Exterior 5 8 N 8 Vinyl Low -E Double Yes 0.34 0.29 39.1 fl' 1 ft0 in 10 fl 6 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 458 fl' 384 fl' 64 ft 9.3 It 1 6/27/2016 10:30 AM EnergyGaugeO USA - FlaRes2014 Section R405 4 1 Compliant Software Page 3 of 5 FORM R405-2014 6/27/2016 1030 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 00027 1458.8 80.08 150.61 .2423 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.7 32.8 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 2 34.8 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SelPnt Conservation 1 Electric Heat Pump Garage 2.4 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None fl' DUCTS Supply --- V # Location R -Value Area Return --- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 412 6 fl Attic 103.15 Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y CoolingJan Feb Mar He lX} Jan Feb I Mar Venlin l ]J Jan Feb `X Mar Ceiling Fans: A r May [X] Jun JXJ Jul ri Auge Oct Nov Arl May [ ]Jun Jul AugSeP Oct NovJAApr [ Ma [) Jun Jul Au Se Oct X Nov Dec lXDec Dec 6/27/2016 1030 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/27/2016 10.30 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (fl') 7. Windows" Description a. U -Factor: Dbl, U=0.34 SHGC: SHGC=0.29 b. U -Factor: Dbl, U=0.34 SHGC: SHGC=0.26 c. U -Factor: Dbl, U=0.58 SHGC: SHGC=0.32 d. U -Factor: other (see details) SHGC: other (see details) Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. other (see details) FL, New (From Plans) 9. Wall Types Insulation Area Multi -family a. Frame - Wood, Exterior R=13.0 940.00 fl= 0.289 b. Frame - Wood, Common R=13.0 745.78 fl 1 c. Concrete Block - Int Insul, Exterior R=4.1 648.67 fl' 3 d. other (see details) R= 270.67 fl' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1470.00 fl' 2063 b. Knee Wall (Vented) R=30.0 48.00 fl' c. N/A R= fl' Area Area 11. Ducts R fl' 202.64 fl' a. Sup: Attic, Ret: Attic, AH: Attic 6 412.6 30.00 fl' 12. Cooling systems kBlu/hr Efficiency 21.33 W a. Central Unit 34.8 SEER:15 20 Insulation R=0.0 R=0.0 R= 4.00 fl' 13. Heating systems a. Electric Heat Pump 2.075 fl. 0.289 Area 14 Hot water systems 770.00 fl' a. Electric 712 00 fl' b. Conservation features 581 00 fl' None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: kBlu/hr Efficiency 32.8 HSPF:8.70 Cap: 50 gallons EF: 2.4 Pstat p4THE ST41- fill, - G4 nnM <; o a • b OD WS Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/27/2016 10:30 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot139ThomBrookeTHWilIowGRE Builder Name: TAYLOR MORRISON HOMES Street: Permit Office: City, State, Zip: FL, Permit Number. Owner: Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate- building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/27/2016 10:31 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include 0 This checklist O A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). O Energy Performance Level (EPL) Display Card (one page) O Mandatory Requirements(three pages) Required prior to CO for the Performance Method: D Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) D A completed Envelope Leakage Test Report(usually one page) O If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v4.0 6/27/2016 10:30:40 AM Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Loll 39ThornBrookeTHWillowGRE Builder Name: TAYLOR MORRISON HOMES Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691000 Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): E LA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the lest, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: O THE SfillTq A u 1r, y - Z° E- ON . 6/27/2016 1031 AM EnergyGauge® USA - FlaRes2014 - Section R405 4.1 Compliant Softwar Page 1 of 1 wrightsofC Manual S Compliance Report Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON HOMES Job: Lot139ThornBrookeTHW... Date: 7/9/2014 By: FJF Design Conditions Equipment type: Split ASHP Manufacturer: Outdoor design DB: 92.5°F Sensible gain: 25907 Btuh Entering coil DB: 77.2°F Outdoor design WB: 76.3°F Latent gain: 4411 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 30319 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-19+CBX27UH-036-230'++TDR Actual airflow: 1160 cfm Sensible capacity: 28146 Btuh 109% of load Latent capacity: 5131 Btuh 116% of load Total capacity: 33277 Btuh 110% of load SHR: 85% Design Conditions Outdoor design DB: 41.7°F Heat loss: 21327 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-19+CBX27UH-036-230'++TDR Actual airflow: 1160 cfm Output capacity: 32179 Btuh 151% of load Capacity balance: 31 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 6.3 kW 100% of load Temp. rise: 50 OF The above equipment was selected in accordance with ACCA Manual S. C wri htsoft' 2016 -Jun -27 10:29:22 9 Righl-Suile® Universal 2017 17.0.03 RSU24011 Page 1 SCA...okeTHWillowGRE\Lo1139ThornBrookeTHWillowGRE.rup Calc a MJ8 House laces E Component Constructions Job: L01139ThornBrOOkeTHW.. wrightsoft• Entire House Date: 7/9/2014 By: FJF Clg HTM Gain DEL -AIR HEATING & AIR CONDITIONING fp SUhm=••F 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR COM BWh/W BUrh BWMN Project• • Walls 2.58 For: TAYLOR MORRISON HOMES 1877 n 282 0.201 Design Conditions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 428 Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (°F) 70 75 Elevation: 95 ft Design TD (°F) 28 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: 648 all 506 Daily range (°F) 17 (M) Method Simplified 2878 Wet bulb (°F) 76 Construction quality Average 0.032 Wind speed (mph) 15.0 7.5 Fireplaces 0 2.38 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain 0.091 fp SUhm=••F k=•Fletuh BWh/W BUrh BWMN BWh Walls 2.58 2063 2.34 1877 n 282 0.201 0 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 428 0.091 13.0 2.58 1102 2.34 1003 fnsh, 2"x4" wood trm, 16" o.c. stud a 158 0.091 13.0 2.58 407 2.34 370 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh 16A-30ad: Knee wall, asphalt shingles root mat, r-30 kw ins, 1/2" gypsum board int fnsh Partitions 12B-Osw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud s 72 0.091 13.0 2.58 185 2.34 169 W 143 0.091 13.0 2.58 368 2.34 335 all 801 0.091 13.0 2.58 2063 2.34 1877 n 282 0.201 0 5.69 1606 4.35 1229 e 19 0.201 0 5.69 106 4.35 81 s 56 0.201 0 5.69 318 4.35 244 W 149 0.201 0 5.69 847 4.35 648 all 506 0.201 0 5.69 2878 4.35 2202 e 44 0.032 30.0 0.91 40 2.38 105 253 0.097 11.0 2.75 694 1.74 440 Windows 2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl frm mat, cir innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 it W overhang (5 ft window ht, 0.7 ft sep.); 6.67 ft head ht all 2A-2ov: 2 glazing, cir low -e ouir, air gas, vnl frm mat, cir innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 it overhang (5 It window ht, 5.5 ft sep.); 6.67 ft head ht 2B-2fv: 2 glazing, cir low -e ouir, air gas, vnl frm mat, cir innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (2 ft window ht, 0.7 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir low -e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 It W overhang (6.3 ft window ht, 10.5 ft sep.); 6.67 ft head ht all 2A-2ov: 2 glazing, cir low -e ouir, air gas, vnl frm mat, cir innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.26); 50% drapes, medium; 1 it overhang (5 It window ht, 3.5 ft sep.); 6.67 ft head ht 30 0.340 0 9.62 289 10.3 308 45 0.340 0 9.62 433 28.3 1274 75 0.340 0 9.62 722 21.1 1582 30 0.340 0 9.62 289 10.3 308 4 0.350 0 9.90 40 10.8 43 39 0.340 0 9.62 374 10.3 399 58 0.340 0 9.62 561 28.8 1677 97 0.340 0 9.62 935 21.4 2077 30 0.340 0 9.62 289 26.4 793 c wri htsoft` 2016 -Jun -27 10 29.22 9 Right-SuileO Universal 2017 17.0.03 RSU24011 Page 1 A'0`..okeTHWillowGRE1Lo1139ThornBrookeTHWillowGRE.rup Calc = MJ8 House laces: E IOC -v: 2 glazing, clr low -e ouir, air gas, vni Irm mat, clr innr, 1/4" gap, w 21 0.580 0 16.4 350 11.8 252 1/8" thk; NFRC rated (SHGC=0.32); 14 ft overhang (8 ft window ht, 0 It sep.):6.67 ft head ht Doors 11 D0: Door, wd sc type n 24 0.390 0 11.0 265 12.0 288 n 18 0.390 0 11.0 197 12.0 214 all 42 0.390 0 11.0 462 12.0 502 Ceilings 16B-38ad: Attic ceiling, asphalt shingles root mat, r-38 ceil ins, 1/2" 1364 0.026 38.0 0.74 1004 1.41 1924 gypsum board int fnsh Floors 20P-191: Fir floor, firm fir, 12" thkns, r-19 cav ins, amb ovr 136 0.050 19.0 1.41 192 0.71 97 20P-191: Fir floor, firm lir, 12" thkns, r-19 cav ins, gar ovr 445 0.050 19.0 1.41 630 0.71 317 22A-tpl: Bg floor, light dry soil, on grade depth 70 0.989 0 28.0 1945 0 0 C Wrl htSOft' 2016 -Jun -2710:29:22 9 Righl-Suile® Universal 2017 17.0 03 RSU24011 Page 2 ACCIK . okeTHWdIowGRE\Lo1139ThornBrookeTHWiIIowGRE rup Calc - MJ8 House laces. E Project SJob: Loll 39ThornBrookeTHW... wrightsoft yummar Date: 7/9/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333-2665 Fax: 407.333-3853 Web. WWW DEL -AIR COM For: TAYLOR MORRISON HOMES Notes: RVSD 6/24/16 JA LS 6/27/16 JA Weather: Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary 0.41 Structure 16394 Btuh Ducts 4933 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21327 Btuh Infiltration Method Construction quality Fireplaces Orlando Intl AP, FL, US Simplified Average 0 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX -036-230-19 AHRI ref 7044407 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 32800 Heating Cooling Area (ft2) 2063 2063 Volume ft3) 18224 18224 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 125 64 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX -036-230-19 AHRI ref 7044407 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 32800 Btuh @ 47°F 26 OF 1160 cfm 0.054 cfm/Btuh 0.30 in H2O Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Btuh Relative humidity 50 Moisture difference 46 gr/Ib Sensible Cooling Equipment Load Sizing Structure 18539 Btuh Ducts 7368 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data y Make Lennox Rate/swing multiplier 1.00 cfm/Btuh Equipment sensible load 25907 Btuh Latent Cooling Equipment Load Sizing Structure 3006 Btuh Ducts 1405 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 4411 Btuh Equipment total load 30319 Btuh Req. total capacity at 0.75 SHR 2.9 ton Cooling Equipment Summary 1160 Make Lennox Air flow factor Trade MERIT cfm/Btuh Cond 14HPX-036-230-19 0.30 Coil CBX27UH-036-230'++TDR Load sensible heat ratio 0.85 AH R I ref 7044407 Efficiency 12.5 EER, 15.2 SEER Sensible cooling 26100 Btuh Latent cooling 8700 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.045 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2016 -Jun -27 10 29 22 9 Right -Suite® Universal 2017 17.0.03 RSU24011 Page 1 okeTHWillowGRE\LoJ139ThornBrookeTHWillowGRE.rup Calc = MJ8 House laces: E wrightsof , Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone. 407.333.2665 Fax: 407.333-3853 Web. WWW.DEL-AIR.COM Job: Lot 139ThornBrookeTHWello... Date: 7/9/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 187.0 It 8.5 It 2147.8 W great rr11 34.0 if 9.3 It heal/cool 15.0 x 13.0 It 195.0 02 Ty Constructionlion U•valueBtuhrftZ•F) Or HTM BI fig Area (I12) or perimeter (It) Load BI h) Area (112) or perimeter (fl) Load Bluh) Heal Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 0.340 n 9.62 10.28 30 0 289 308 0 6 0 12C•0sw 2A•2ov 2A -20v 0.091 0.340 n n 2.58 9.62 2.34 10.28 492 30 428 0 1102 289 1003 308 0 0 0 0 0 0 0 0 11 Vjl I[ ----- G 13A-20cs 2A-2ov 11DO 0.201 0.340 0.390 n n n 5.69 9.62 11.04 4.35 10.28 11.99 345 39 24 282 0 24 1606 374 265 1229 399 288 121 0 0 121 0 0 690 0 0 528 0 0 v C..2A.2ov 12C-Osw 0.091 0.340 a e_ 2.58 9.62 2.34 26.42 188 30 158 0 407 289 370 7.93 0 0 0 0 0 0 0 0. W 13A-2ocs 0.201 a 5.69 4.35 19 19 106 81 0 0 0 0 W 16A-30ad QQ32 a 0.91 2.38 2.34 44 44 40 105 0 0 0 0 W 12C-0sw 0.091 s 2.58 72 72 185 169 0 0 0 0 W 13A-las 0.201 s 5.69 4.35 56 56 318 244 56 56 318 244 fY ---G 12C-0sw 2A-2ov 0.091 0.340 w w 2.58 9.62 2.34 28.30 188 45 143 1 368 433 335 1274 0 0 0 0 0 0 0 0 t3A-2ocs 1OC•v 2A -20v 0.201 0.580 0.340 w w w 5.69 16.41 9.62 4.35 11.79 28.79 229 21 58 149 21 0 847 350 561 648 252 1677 140 0 58 82 0 0 465 0 561 355 0 1677 R I -D 12B-Osw 11130 0.097 0.390 n 2.75 11.04 1.74 11.99 271 18 253 18 694 197 440 214 0 0 0 0 0 0 0 0 C 16B -38W 74 1.41 1364 1 1004 1924 0 0 0 F 2OP-191 0.050 1.41 0.71 136 136 192 97 0 0 0 0 F 2OP-191 0.050 1.41 0.71 445 445 630 317 0 0 0 0 F 22A-Ipl 0.989 27.99 0 00 784 70 1945 0 195 34 952 0 6 c) AED excursion 1247 748 Envebpe loss/gain 12531 13765 2985 3553 12 a) Infiltration b) Room ventilation 3863 0 1224 0 751 0 238 0 13 Internal gains- Occupants @ 230 Appliances/other 5 1150 2400 3 690 0 Subtotal (lines 6 to 13) 16394 18539 3736 4480 14 Less external load Less transfer slribulion SubtotalRedir15Ductbads30°/, 40^/0 0 0 0 16394 4933 0 0 0 18539 7368 20% 20°/, 0 0 0 3736 747 0 0 0 4480 896 Taal room bad Air required (clm) 21327 1160 25907 1160 4483 244 5376 241 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrightsc> t" 2016 -Jun -27 10.29:22 A Righl•Suile® Universal 2017 17.0 03 RSU24011 Page 1 okeTHWiIIowGRE\Loll39ThornBrookeTHWiIIowGRE rup Calc - MJ8 House laces E 0.340 n 9.62 10.28 30 0 289 308 0 0 0 0 2B -21v 0.350 n 9.90 10.76 4 0 40 43 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrightsc> t" 2016 -Jun -27 10.29:22 A Righl•Suile® Universal 2017 17.0 03 RSU24011 Page 1 okeTHWiIIowGRE\Loll39ThornBrookeTHWiIIowGRE rup Calc - MJ8 House laces E wrightsoft' Right -J® Worksheet Entire House DEL -AIR HEATING 8r AIR CgNDITIONING, 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 ax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot 139ThornBrookeTHWillo... Date: 7/9/2014 By: FJF 1 Room name cafe pwdr 2 Exposed wall 21.0 11 0 It 3 Room height 9.3 It heal/cool 9.3 11 heal/cool 4 5 Room dimensions Room area 22.5 x 11.5 It 258.8 IIT 4.5 x 9.0 It 40.5 IIT Ty Construction U -value Or HTM Area (IIT) Load Area (IIT) Load w numberI BluWfIz..F) I 9.% 10.281 Btu1V112) or perimeter (It) Bluh) or penmeler (fl) Btuh) Heal Cod Gross I N/P/S Heat I Cod Gross I N/P/S Heat I Cod 0 00 00 001 0 r.v+-cocs 2A -20v u.evi I n I o.oya.,to rvi col im = v u u v 0.340 n 9.62 10.28 39 0 374 399 0 0 0 0 01 01 01 01 012A -20v 0.340 w 9.62be10C-v I 0.5801 w I 16. 9I . 9I 211 211 I 3501 22521 0 0 0 0 61 c) AED excursion 1103 001 00 Envelope loss/gain 2084 1344 218 01 a) Inlillrahon 0 464 147 w 0340 n I 9.% 10.281 OI OI 0 0 0 00 OIc—G 2B -21v 0.3501 n 9.90 10.76 0 0 00 00 001 0 0 r.v+-cocs 2A -20v u.evi I n I o.oya.,to rvi col im = v u u v 0.340 n 9.62 10.28 39 0 374 399 0 0 0 0 01 01 01 01 012A -20v 0.340 w 9.62be10C-v I 0.5801 w I 16. 9I . 9I 211 211 I 3501 22521 0 0 0 0 61 c) AED excursion 1103 7 Envelope loss/gain 2084 1344 218 132 12 a) Inlillrahon 464 147 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 610 13) 2548 1721 218 132 Less external load 0 0 0 0 Less Iransler 0 0 0 0 Redstnbuhon 0 0 0 0 14 Subtotal 2548 1721 218 132 15 Duct loads 20°/6 20'/- 510 344 20'/- 20-/- 44 26 Total room load 3057 2065 261 158 Air required (clm) 166 92 14 7 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. Fp- wrightsofft" Right-SuileO Universal 2017 17.0 03 RSU24011 2016 -Jun 27 10:29:22 okeTHWillowGRE\Loll39ThornBrookeTHWillowGRE.rup Calc - MJ8 House laces: E wrightsoft' Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CpNDITIONINC531CODISCOWAY. SANFORD. FL 32771 hone: 407.333.2665 Fax 407.333.3853 Web WWW.DEL-AIR.COM Job: Lot139ThornBrookeTHWil10... Date: 7/9/2014 By: FJF 1 Room name kitchen mstr wic 2 Exposed wall 14.5 It 12.5 It 3 Room height 9.3 It heat/cool 8.0 11 heat/cool 4 5 Room dimensions Room area 1.0 x 289.3 It 289.3 112 6.5 x 13.0 It 84.5 112 Ty Construction U -value Or HTM Area (112) Load Area (112) Load numberI Bluh/IIZ"F) 0350 Btuh/112) or perimeter (It) Btuh) I or perimeter (It) Btuh) IHeatCodGrossIN/P/S Heal I Cod Gross I N/P/S Heat I Cod 0 0 6 11 V 1:1P1.40cs 2A -20v veva n 0.340 n lIL 11 0 521 341 2211VL_ 6 O3A 20cs, 0201 w C -v I 0.5801 w I 16.44111 9I 101 101 1 0 601 0 501 1 0 1 0 61 w 1.123 0 1 .20 0 0 1977 I2 Iv n 320 333 12 a) Infiltration I 320 101 237 75 0350 b) Room ventilation 9.90 10.76 02- O 0 0 0 00[ 0 0 1:1P1.40cs 2A -20v veva n 0.340 n lIL 11 0 521 341 2211VL_ 6 O3A 20cs, 0201 w C -v I 0.5801 w I 16.44111 9I 101 101 1 0 601 0 501 1 0 1 0 61 c) AED excursion 1.123 1 1 .20 Envelope loss/gain 1977 1165 320 333 12 a) Infiltration 320 101 237 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 12297 2466 5561 408 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2297 2466 556 408 15 Duct loads 201/e 205/6 459 493 429/. 58"/e 232 235 Total room load 2757 2960 789 643 Air required (c1m) 150 133 43 29 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. 4C A wrightsoft' 2016 -Jun -27 10 29 22 Right -Style® Universal 2017 17.0.03 RSU24011 Page 3 okeTHWillowGRE\LoII39ThornBrookeTHWillowGRE.rup Calc = MJ8 House laces: E wrightsoft' Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone 407-333-2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot139ThomBrookeTHWillo... Date: 7/9/2014 By: FJF 1 Room name Mir rm laundry 2 Exposed wall 31.5 f1 0 It 3 Room height 8.0 It heaYcool 8.0 It heat/cool 4 Room dimensions 16.0 x 15.5 It 6.5 x 9.0 If 5 Room area 248.0 11= 58.5 IIT 15 Ty Construction U -value Or HTM Area (It2) Load Area (Its Load 0.340 n numberI Btuhlltx-•F) 0 BlulU112) or perimeter (It) Btuh) or perimeter (11) Btuh) Heat Cod Gross I N/P/S Heat I Cod Gross I N/P/S Heat I Cod 4 OI OI OI OI 14A.Zocs 2A -20V Vy u.zu1 n o" o.30 u u v v v u v v 0.340 n 9.62 10.28 0 0 0 0 0 0 0 0 w 0.0 0.091 0.340 w w 2.58 9.62 120101 0 SOI 2 194 1274 0 0 0 0 0 0 0 0 2A -20v 0.340 n 9.62 10.28 15 4.35 11.79 28.79 144 154 0 0 0 0 0 0 0 2A-2ov 0.340 n 1- 2, 9.62 10.28 0 0 0 0 0 0 0 0 0 0 2B--21v 0.3501 n 9.901 10.761 4 OI OI OI OI OI 14A.Zocs 2A -20V Vy u.zu1 n o" o.30 u u v v v u v v 0.340 n 9.62 10.28 0 0 0 0 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2016 -Jun -27 10:29,22 Right -Suite® Universal 2017 17 0 03 RSU24011 age4 okeTHWillowGRE\Loll39ThornBrookeTHWillowGRE.rup Calc a MJ8 House laces E Y -C 12C -0s w 2A-2ov 0.091 0.340 w w 2.58 9.62 2.34 28.30 128 45 83 1 214 433 194 1274 0 0 0 0 0 0 0 0 13A-20cs tOC-v 2A -ZDV 0.201 0.580 0.340 w w w 5.69 16.41 9.62 4.35 11.79 28.79 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D11 12B -0sw DO 0.097 0.390 n 2.75 11.04 1.74 11.99 0 0 0 0 0 0 0 0 0 0 0 0 00 0 00T0 1 - 4 1.41 248 2 18'1 350 5959 43 83 F 2OP-191 0.050 1.41 0.71 98 98 138 69 0 0 0 0 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 532 32 Envelope losstgain 1432 2934 43 50 12 a) Infiltration b) Room ventilation 701 0 222 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 600 0 0 600 Subtotal (lines 6 to 13) 2133 39861 43 650 14 15 Less external load Less transler Redistribution Subtotal Duct bads 1 42% 58% 0 0 0 2133 891 0 0 0 3986 2295 429% 581% 0 0 0 43 18 0 0 0 650 374 Total room load Air required (cfm) 3023 164 6281 281 61 3 1024 46 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2016 -Jun -27 10:29,22 Right -Suite® Universal 2017 17 0 03 RSU24011 age4 okeTHWillowGRE\Loll39ThornBrookeTHWillowGRE.rup Calc a MJ8 House laces E wrightsoft• Right -J® Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD. FL 327C NDg07'On2665 Fax: 407-333-3853 Web: WWW DEL -AIR COM Job: Lot139ThornBrookeTHWillo... Date: 7/9/2014 By: FJF 1 Room name blh 2 bth 2 lav 2 Exposed wall 0 It 0 It 3 Room height 8.0 If heat/cool 8.0 It heal/cool 4 5 Room dimensions Room area 6.5 x 6.0 It 39.0 112 6.5 x 5.5 It 35.8 ft2 Ty Construction U -value Or HTM Area (I/2) Load Area (fly Load nerI Bluh/ftZ•F) 0.340 BtuW112) or perimeter (ft) Bluh) or perimeter (ft) Btuh) IICodGrossIN/P/S Heat I Cod Gross I N/P/S Heat I Cod 9. 109 90 10.6 0 0 0 14M.cots 2A -20V v.evil n 1 7.or q, 0.340 n 9.62 10 11 0 2. 581 01 01 01 01 01 01 01 012A- 0.340 w 962 H—C'I 10CT3A- v I 0.5801 w I 16.411 118. 791 0 0 0 0 0 0 0 0 61 w 1-3 1 1 -4 Envelope loss/gain 57 66 77 72 12 a) Infiltration 0 0 hi. 29 2ov 0.340 n 0 0 0 0 01 0 0 2 0.350 n 9. 109 90 10.6 0 0 0 0 0 0 0 14M.cots 2A -20V v.evil n 1 7.or q, 0.340 n 9.62 10 11 0 2. 581 01 01 01 01 01 01 01 012A- 0.340 w 962 H—C'I 10CT3A- v I 0.5801 w I 16.411 118. 791 0 0 0 0 0 0 0 0 61 c) AED excursion 1-3 1 1 -4 Envelope loss/gain 57 66 77 72 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1 57 66 77 72 Less external load 0 0 0 0 Less transler 0 0 0 0 Redstribut.on 0 0 0 0 14 Subtotal 57 66 77 72 Dads 42'/0 58% 24 38 42% 58% 32 42r15Duct Total room load 81 104 109 114 Air required (cfm) 4 5 1 6 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AGFA - Fk wrightsotft- 2016 -Jun -27 10:29:22 Righl-Suile® Universal 2017 17.0.03 RSU24011 Page 5 okeTHWillowGRE\Lo1139ThornBrookeTHWillowGRE.rup Calc = MJ8 House laces E d- wrightsoftRight-J® Worksheet Entire House DEL -AIR HEATING & AIR C9NDITIONINC 531 CODISCO WAY, SANFORD. FL 32771 hone: 407-333-2665 ax: 407.333-3853 Web: WWW.DEL-AIR.COM Job: Lot139ThornBrookeTHWillo... Date: 7/9/2014 By: FJF 1 Room name nn 3 wic rm 3 2 Exposed wall 5.0 II 18.0 11 3 Room height 8.0 It heal/cod 8.0 It heat/cool 4 5 Room dimensions Room area 50 x 9.0 It 45.0 fl= 12.0 x 12.0 11 144.0 Itz 0.340 Ty Construction U -value Or HTM Area (112) Load Area yl1 Load 0 0 number Btuh/ft•F) I0091 0.340 BluMft2) or perimeter (ft) Bluh) or perimeter (It) Btuh) Heat Cod Gross N/P/S Heat I Cod Gross I N/P/S Heat I Cool 9.90 10.76 0 0 0 1 JA_zacs 2A -20v u.zur I n moa 0.340 n 9.62 ul0 EIl2c-0sw 0.091 0.201 w 4 1 I I I I I I I I18s7, 050 w 169OOOOOOOO0cI1I 61 12 2.581228 10 OI OI024124I621561 198 Envelope loss/gain 200 2A-2ov2ov 0.340 9.62 10.28 0 0 0 0 0 0 0 0h2A-2ov I0091 0.340 F_nI 9.62 10.28 0 0 0 0 0 0 0 0 0 28.21v 0.350 0 9.90 10.76 0 0 0 0 0 0 0 0 1 JA_zacs 2A -20v u.zur I n moa 0.340 n 9.62 ul0 EIl2c-0sw 0.091 0.201 w 4 1 I I I I I I I I18s7, 050 w 169OOOOOOOO0cI1I 61 c) AED excursion 10 198 Envelope loss/gain 200 179 892 1564 12 a) Infiltration 95 30 341108 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 294 209 1233 1671 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 294 209 1233 1671 15 Duct loads 42% 58% 123 120 42% 58"/ 515 963 Total room load 417 329 1748 2634 Air required (clm) 23 15 95 118 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed wrilghtsoft- 2016 -Jun -27 10.29:22 kl Right-SuileO Universal 2017 17.0.03 RSU24011 Page 6 okeTHWillowGRE%Lo1139ThornBrookeTHWillowGRE rup Calc = MJB House laces E wrightsoft• Right -JO Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 32771QND40710N6NGax: 407-333-3853 Web: WWW DEL-AIR.COM Job: Lot139ThornBrookeTHwllo... Date: 7/9/2014 By: FJF 1 Room dame rm 2 wic rm 2 2 Exposed wall 14.5 11 11.5 11 3 Room height 8.0 It heat/cool 8.0 It heal/cool 4 5 Room dimensions Room area 5.5 x 9.0 It 49.5 Its 12.5 x 11.5 If 143.8 W Ty Cottstruclion 597 Or HTM Area (II2) Load Area (ftp) Load 1 1 number Bv lue F ) 0. 44 34 Bluwflt or perimeter (II) Bluh) I or perimeter (11) Stuh) IHeatICodGrossIN/P/S Heal I Cod Gross I N/P/S Heat I Cod 9.90 10.76 0 0 0 1.]M•GVG, V.NI 11 7.V7 0. . 7 V V V V V V V 2A•2ov 0.340 n 9.62 10.28 0 0 0 0 0 0 0 0.091 2. 581 010.340 w 9.62 I--fi 10C -vv r I 0.5801 w I 16.1 2116. 9I 0 OI OI OI OI OI 001 OI 61 c) AED excursion 1•22 701 70 I 1 I-921-711- 1911 Envelope loss/gain 180 405 2A -20V 633 597 12 a) Infiltration 275 87 1 1 F --G 69 0. 44 34 b) Room ventilation 1- 2, 581- 2,34 9.62 10.28 0 0 0 0 0 Internal gains: Occupants @ 230 ll_CCC 2B -21v n 9.90 10.76 0 0 0 0 0 0 0 00 1.]M•GVG, V.NI 11 7.V7 0. . 7 V V V V V V V 2A•2ov 0.340 n 9.62 10.28 0 0 0 0 0 0 0 0.091 2. 581 010.340 w 9.62 I--fi 10C -vv r I 0.5801 w I 16.1 2116. 9I 0 OI OI OI OI OI 001 OI 61 c) AED excursion 1•22 1 1 .33 Envelope loss/gain 405 355 633 597 12 a) Infiltration 275 87 218 69 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/olher 0 0 Subtotal (lines 6 to 13) 1 680 4421 850 666 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 680 442 850 666 15 Duct bads 1 425/6 58% 284 254 421% 58% 355 383 Total room load 964 696 1206 1049 Air required (clm) 52 31 66 47 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk wrrlghtsoft- 2016 -Jun -27 10:29:22 Righl•SudeO Universal 2017 17 0 03 RSU24011 Page 7KokeTHWillowGRE\Lo1139ThornBrookeTHWillowGRE.rup Calc = MJ8 House laces: E wrightsoft• Right -JO Worksheet Entire House DEL -AIR HEATING 81 AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR COM Job: Lot139ThomBrookeTHWillo... Date: 7/9/2014 By: FJF 1 Room name 1011 mslr l th 2 Exposed wall 14.0 It 10.5 It 3 Room height 8.0 It heat cool 8.0 It heal/cool 4 5 Room dimensions Room area 1.0 x 385.0 It 385.0 f12 1.0 x 108.5 It 108.5 Ile Ty Construction U•value Or HTM Area (f12) Load Area (fig Load number BIuNl12-•F) BluNit?) or perimeter (11) Bluh) or perimeter (fl) Btuh) Heat Cod Gross N/P/S Heat I Cod Gross I N/P/S Heat I Cod Vy 12C-0sw I 0. 0911 n 1- 2,,' 81-?-341-961-r061-1701- 116 0 801 2061 1871I2A•2ov 0.340 n 9.62 1028 0 0 0 0 0 0 0 2A -20v 0.340 n 9.62 1028 30 0 289 308 0 0 0 0 2B -21v 0_350 n 9.90 10.76 0 0 0 0 4 0 40 43 l;v•[ors 2A•2ov V.zul I n I b. but 4.jol V V V V V V V V 0.340 n 9.621 10.281 0 0 0 0 0 0 0 0 12C-ftw 0091 2. Wl 2. 3A 1 81 81 11 9 j 0 ZA- 01Ed10C- vim 0.580 w 16.41.79 0 0 20 10 0 0 0 0 61 c) AED excursion 1-56 1 1 -21 Envelope losstgain 862 1028 330 364 12 a) Infiltration 265 84 199 63 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ol Iter 0 0 Subtotal (lines 6 to 13) 1127 11121 529 427 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstribulion 0 0 0 0 14 Subtotal 1127 1112 529 427 1Duct loads 42 471 640 42'/0 58% 0 58% 221 246 Total room load 1597 1752 749 673 5 rAir required (cfm) 87 78 1 41 30 t . Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c Fwrightsoft 2016 -Jun -2710:29:22 cA Right -Suite® Universal 2017 17 0 03 RSU24011 Page 8 okeTHWillowGRENLo1139ThornBrookeTHWillowGRE rup Calc - MJ8 House faces. E l;v•[ors 2A•2ov V.zul I n I b. but 4.jol V V V V V V V V 0.340 n 9.621 10.281 0 0 0 0 0 0 0 0 12C-ftw 0091 2. Wl 2. 3A 1 81 81 11 9 j 0 ZA- 01Ed10C- vim 0.580 w 16.41.79 0 0 20 10 0 0 0 0 61 c) AED excursion 1-56 1 1 -21 Envelope losstgain 862 1028 330 364 12 a) Infiltration 265 84 199 63 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ol Iter 0 0 Subtotal (lines 6 to 13) 1127 11121 529 427 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstribulion 0 0 0 0 14 Subtotal 1127 1112 529 427 1Duct loads 42 471 640 42'/0 58% 0 58% 221 246 Total room load 1597 1752 749 673 5 rAir required (cfm) 87 78 1 41 30 t . Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c Fwrightsoft 2016 -Jun -2710:29:22 cA Right -Suite® Universal 2017 17 0 03 RSU24011 Page 8 okeTHWillowGRENLo1139ThornBrookeTHWillowGRE rup Calc - MJ8 House faces. E t . Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c Fwrightsoft 2016 -Jun -2710:29:22 cA Right -Suite® Universal 2017 17 0 03 RSU24011 Page 8 okeTHWillowGRENLo1139ThornBrookeTHWillowGRE rup Calc - MJ8 House faces. E wrightsoft' Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONINC531CODISCOWAY, SANFORD, FL 32771 hone: 407-333.2665 ax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot139ThornBrookeTHWillo... Date: 7/9/2014 By: FJF 1 Room name mslr we 2 Exposed wall 0 If 3 Room height 8.0 If heat/cool 4 Room dimensions 6.5 x 3.5 It 5 Room area 22.8 fl2 Ty Construction U -value Or HTM Area (I12) Load Area Load number (Btuh/ItZ•F) (Bluh/fl2) or perimeter (It) (Stuh) or perimeter Heat Cod Gross I N/P/S I Heat I Cod Gross I N/P/S Heat I Cod 1 6 11 11—C 12A-2ov s I 0.3401 n I 9.621 10.281 0 0 OI OI W I J.d`! 4. W 16.41 11. W 9.62 28. 61 w 1-2 Envelope loss/gain EdZA-2ov 31 0.340 12 a) Infiltration 0 0 340 n 10,76 10.28 0 0 13 Internal gains. Occupants @ 230 0 213.21v 0.350 0 9.90 0 0 0 0 0 11 11—C 12A-2ov s I 0.3401 n I 9.621 10.281 0 0 OI OI W I J.d`! 4. W 16.41 11. W 9.62 28. 61 c) AED excursion 1-2 Envelope loss/gain 17 31 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains. Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 17 31 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 17 31 15 Duct loads 1 420% 58% 7 18 Total room Toad 24 48 Air required (clm) 1 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsc> t" Right-Suile® Universal 2017 17 0.03 RSU24011 2016 -Jun -27 10*9e 9 okeTHWillowGRE\Lo1139ThornBrookeTHWillowGRE.rup Calc = MJ8 House faces E Duct System SJob: Loll 39Thorn BrookeTHW... d- wrightsoft' y Summary Date: 7/9/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333.3853 Web WWW.DEL-AIR.COM For: TAYLOR MORRISON HOMES External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.133 in/100ft 1160 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.133 in/100ft 1160 cfm 181 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bth 2 c 104 4 5 0.249 4.0 Ox 0 VIFx 11.5 85.0 st2 bth 2 lav h 109 6 5 0.188 4.0 Ox 0 VIFx 27.5 100.0 st4 tate h 3057 166 92 0.142 8.0 Ox 0 VIFx 53.7 115.0 st3 great rm h 4483 244 241 0.133 9.0 Ox 0 VIFx 65.6 115.0 st3 kitchen h 2757 150 133 0.169 7.0 Ox 0 VIFx 42.2 100.0 SO laundry c 1024 3 46 0.184 4.0 Ox 0 VIFx 30.1 100.0 st5 loll h 1597 87 78 0.259 6.0 Ox 0 VIFx 7.8 85.0 s12 mstr bth h 749 41 30 0.197 4.0 Ox 0 VIFx 21.5 100.0 sty mstr rm c 6281 164 281 0.182 9.0 Ox 0 VIFx 32.1 100.0 Sts mstr we c 48 1 2 0.197 4.0 Ox 0 VIFx 21.9 100.0 st5 mstr wic h 789 43 29 0.176 4.0 Ox 0 VIFx 36.1 100.0 st5 pwdr h 261 14 7 0.181 4.0 Ox 0 VIFx 32.8 100.0 SO rm 2 h 1206 66 47 0.244 6.0 Ox 0 VIFx 13.2 85.0 St2 rm 2 wic h 964 52 31 0.193 4.0 Ox 0 VIFx 24.4 100.0 st4 nn 3 c 2634 95 118 0.196 6.0 Ox 0 VIFx 22.6 100.0 st4 rm 3 wic h 417 23 15 0.190 4.0 Ox 0 VIFx 26.2 100.0 st4 Wrhtsoft 2016-Jun•2710:29.23 l9 ' Right•SuiteD Universal 2017 17.0 03 RSU24011 Page 1 44CA::A..okeTHWillowGRE%Lo1139ThornBrookeTHWillowGRE.rup Calc = MJB House laces. E Name wri htsoft• Trunk Htg Clg Design Veloc Diam H x W Duct Stud/Joist Opening (in) Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 586 687 0.176 492 16.0 0 x 0 VinlFlx SO Peak AVF 574 473 0.133 731 12.0 0 x 0 VinlFlx s14 Peak AVF 176 169 0.188 505 8.0 0 x 0 VinlFlx st2 s13 Peak AVF 410 333 0.133 752 10.0 0 x 0 VinlFlx stt st5 Peak AVF 253 388 0.176 494 12.0 0 x 0 VinlFlx st2 Name wri htsoft• Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx 2016 -Jun -27 10.29 23 9 Righl-Suile® Universal 2017 17.0.03 RSU24011 Page 2 AC01 ..okeTHWillowGRE%Loll39ThornBrookeTHWillowGRE.rup Calc = MJB House laces: E FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Buildin Performance and Prescri tive Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy Florida law Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402 4.4. 7 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402 4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the lest and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight -fitting flue dampers and outdoor combustion air. R402.4.3 Fenestration air leakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rale not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psi (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)Nol ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following. 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feel (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9 29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/27/2016 10:31 AM EnergyGauge® USA - FlaRes2014 - Section R405.4 1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can tum off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Y: inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). Water heater efficiencies 7 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'F (38'C to 60'C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. 7 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 7 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403.5.1. Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. 7 R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62. Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2• No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3 If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise. 7 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302 1. This code does not allow designer safely factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/27/2016 10.31 AM EnergyGauge® USA - FlaRes2014 - Section R405 4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or healing equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 7 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space healers shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance Geothermal swimming pool heat pumps are not required to meet this standard. R403.9.2 Time switches. Time switches or other control method that can automatically tum off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6 R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space. R-10 is allowed. 6/27/2016 10:31 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 Trenefer dads/prlles SIZed tn conotlence .1th 1-lortda aesw-tw 42X42 A/C SLAB Wldl.p Code - M1602.. eatenced Return A4 e.ceottons 1-3. haw BY BLDR MIN oust oroZ unrestrkted 1 6rc 2• FROM WALLundercutOndoorstohobltabl MONCYVCLL IVO ZONE lanai-; DAWCR SYSTEM t y 1 M222Ir 40- ".ns 11 I Ard 16 Great 1 0 .re lz te.s I.cd0 Room I O surd 12 0 TM63z0Ur, 100ottA y TN6320U10000A6 DATS C7733A 1000 Ca}e 14.0 1.cs 90 aTuA e• lo• 1 1 1 w both duct 1z.6 7• 13s I wall cap fan utone 696RNB 3.0 TON v/LCV t2+Ov tTM p II I1813 Z2e 1 Iyiq' 2 -Car Garage 2NG I radAI01cafe -1/1 IN ATTIC . ccoa d/e•.ro• 1.•.Iz• 1 t 1 11 11 1 1 I 1 L--- - ---L ------ 1 11 l Main Floor Plan O r r w.ro•r Tse. v•ro•r.n Must have a nWnun clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. O r .' r tr. radr t.•• usn O'Z tcl, cz a3 _ g (D_Napt d 2 Q> Nm w ¢ Z W LU N N alU(UN(U 0 0 0 z O Q W QC V O O x O 3MCnno O O z (U J J Oe \ J I— O 00 LI- Q — O = \ —) 3J i--r.11 ing zo } N lit LU •• > Z z G 11J 3 J Q I-- Ca H Q J o 5 Q EC n Q J (7) o 0 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot140ThomBrookeTHRedWoodGRE Builder Name: Taylor Mor ison Homes Street: Permit Office: #1-219 City, State, Zip: FL, Owner: Permit Number: XA49ee- Design n/vp Jurisdiction: Location: FL, Orlando r.4 15pV 1. New construction or existing New (From Plans) 9. Wall Types (2558.4 sqft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Common R=13.0 1541.80 ft' b. Frame - Wood, Exterior R=13.0 424.00 ft' 3. Number of units, if multiple family 1 C. Frame - Wood, Adjacent R=11.0 308.00 R' 4. Number of Bedrooms 3 d. other (see details) R= 284.67 ft' 10. Ceiling Types (1192.0 sgft) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1142.00 ft7 6. Conditioned floor area above grade (ft') 1933 b. Knee Wall (Vented) R=30.0 50.00 fl' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(177.9 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 386.6 a. U -Factor: Dbl, U=0 34 103.58 ft' SHGC: SHGC=0.29 b. U -Factor: Dbl, U=0.34 45.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC SHGC=0.26 a. Central Unit 30.0 SEER:15.00 c. U -Factor: Dbl, U=0.58 21.33 ft' SHGC: SHGC=0.32 13. Heating systems kBtu/hr Efficiency d. U -Factor: other (see details) 8.00 ft' a. Electric Heat Pump 26.4 HSPF:9.00 SHGC: other (see details) Area Weighted Average Overhang Depth: 3.695 ft. Area Weighted Average SHGC: 0.287 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1933.0 sgft.) Insulation Area EF: 2.400 a. Slab -On -Grade Edge Insulation R=0.0 894.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 790.00 ft' None c. other (see details) R= 249.00 ft' 15. Credits Pstat Glass/Floor Area: 0.092 Total Proposed Modified Loads: 41.70 PASSTotalBaselineLoads: 42.06 1 hereby certify that the plans and specifications covered by Review of the plans and 4THE ST41, this calculation are in compliance with the Florida Energy specifications covered by this 0 Code. calculation indicates compliance y ,,, '',-, • f+ with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: 6/27/16 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COb O OWNER/AGENT:-- BUILDING OFFICIAL: DATE: _/ DATE: Stlrq Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.040 On for whole house. 6/27/2016 10 46 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 6/27/2016 10:46 AM EnergyGaugeO USA - FlaRes2014 Section R405 4.1 Compliant Software Page 2 of 5 PROJECT Title: Loll 40ThomBrookeTHRedW Bedrooms: 3 Address Type. Street Address Building Type: User Conditioned Area. 1933 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Homes Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction. 691000 Whole House Fan: No City, Stale, Zip: Family Type: Multi -family FL, New/Existing. New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Healing Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1933 16626.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InflID Finished Cooled Heated 1 Floor 1 894 8314.2 Yes 4 0 1 Yes Yes Yes 2 Floor 2 1039 8312 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Floor over Garage Floor 2 ___- --__ 249 R' 19 0.1 0 0.9 2 Slab -On -Grade Edge Insulalio Floor 1 31 ft 0 894 ft' 0.42 0 0.58 3 Floor Over Other Space Floor 2 __-_ 790 H' 0 0.3 0 0.7 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1278 ft' 286 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1143 ft' N N 6/27/2016 10:46 AM EnergyGaugeO USA - FlaRes2014 Section R405 4.1 Compliant Software Page 2 of 5 FORM R405-2014 6/27/2016 10:46 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 CEILING Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Knee Wall (Vented) Floor 1 30 10 fl' 0.11 Wood 2 Knee Wall (Vented) Floor 1 30 16 fl' Oil Wood 3 Knee Wall (Vented) Floor 1 30 8 fl' 0.11 Wood 4 Knee Wall (Vented) Floor 1 30 16 fl' 0.11 Wood 5 Under Attic (Vented) Floor 1 38 1142 fl' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To Wall_Type Space R_Value-Et_In_El-In Area-R_Value-Fraction-Absor._Grade%- 1 S Exterior Frame - Wood Floor 2 13 7 0 8 0 56.0 fl' 0 0.23 0.6 0 2 S Exterior Concrete Block - Int Insul Floor 1 4.1 3 0 9 4 28.0 fl' 0 0 0.6 0 3 E Exterior Frame - Wood Floor 2 13 22 0 8 0 176.0 fl' 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul Floor 1 4.1 10 6 9 4 98.0 fl' 0 0 0.6 0 5 N Exterior Frame - Wood Floor 2 13 2 0 8 0 16.0 fl' 0 0.23 0.6 0 6 W Exterior Frame - Wood Floor 2 13 22 0 8 0 176.0 ft' 0 0.23 0.6 0 7 W Exterior Concrete Block - Int Insul Floor 1 4.1 17 0 9 4 158.7 ft' 0 0 0.6 0 8 Garage Frame - Wood Floor 1 11 33 0 9 4 308.0 ft' 0 0.23 0.01 0 9 S Neighbor Frame - Wood Floor 1 13 47 0 9 4 438.7 fl' 0.23 0.01 0 10 N Neighbor Frame - Wood Floor 1 13 33 4 9 4 311.1 fl' 0.23 0.01 0 11 S Neighbor Frame - Wood Floor 2 13 47 0 8 0 376.0 ft? 0.23 001 0 12 N Neighbor Frame - Wood Floor 2 13 52 0 8 0 416.0 fl' 0.23 0.01 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 E Insulated Floor 1 None 4 3 8 24 W 2 Wood Floor 1 None 46 2 8 6 8 17.8 fl' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 E 3 Vinyl Low -E Double Yes 0.34 0.26 15.0 fl' 1 fl0 in Oft 10 in Drapes/blinds None 2 E 3 Vinyl Low -E Double Yes 0.34 0.26 30.0 fl' 1 fl0 in 3 fl 3 in Drapes/blinds None 3 W 6 Vinyl Low -E Double Yes 0.35 0.31 8.0 W 1 fl 0 in 0 fl 8 in None None 4 W 6 Vinyl Low -E Double Yes 0.34 0.29 45.0 fl' 1 ft 0 in 0 ft 8 in Drapes/blinds None 5 W 7 Vinyl Low -E Double Yes 0.58 0.32 21.3 fl' 7 H 0 in 0 fl 0 in None None 6 W 7 Vinyl low -E Double Yes 0.34 0.29 58.6 fl' 7 It 0 in 0 It 0 in Drapes/blinds None 6/27/2016 10:46 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 6/27/2016 10 46 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 249 ft' O ft' 16 It 9.3 If 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000273 1385.5 76.06 143.05 .2456 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts I Electric Heat Pump None HSPF:9 26.4 kBlu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump Garage 2.4 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft° DUCTS V # Supply ---- Location R -Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 386.6 If Attic 96.65 ft Proposed On Attic --- cfm 77.3 cfm 0.04 0.60 1 1 6/27/2016 10 46 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 6/27/2016 10:46 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan HealinJan Feb Feb Mar Mar JA A r IprMay Ma JunIXI Jun X Jul r j Jul X Au I Au Se Sep Oct Oct Nov Nov Dec XDec Venlin Jan Feb Xj Mar Apr May Jun Jul Aug Se X) Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Healing (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/27/2016 10:46 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows" Description a. U -Factor: Dbl, U=0.34 SHGC: SHGC=0.29 b. U -Factor: Dbl, U=0.34 SHGC: SHGC=0.26 c. U -Factor: Dbl, U=0.58 SHGC: SHGC=0.32 d. U -Factor: other (see details) SHGC: other (see details) Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) Multi -family 1 3 No 1933 Area 103.58 ft' 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= 45.00 ft' 21.33 ft' 8.00 ft' 3.695 ft. 0 287 Area 894.00 ft' 790.00 ft' 249.00 fP 9. Wall Types a. Frame - Wood, Common b. Frame - Wood, Exterior c. Frame - Wood, Adjacent d. other (see details) 10. Ceiling Types a Under Attic (Vented) b. Knee Wall (Vented) c. N/A 11. Ducts a. Sup: Attic, Ret: Attic, AH: Attic 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Insulation Area R=13.0 1541.80 ft' R=13.0 424.00 ft' R=11.0 308.00 ft' R= 284.67 ft' Insulation Area R=38.0 1142.00 ft' R=30.0 50.00 ft' R= fN R ft' 6 386.6 kBtu/hr Efficiency 30.0 SEER:15.00 kBtu/hr Efficiency 26.4 HSPF:9.00 Cap: 50 gallons EF: 2 4 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/27/2016 10:46 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 140ThornBrookeTHRedWoodGRE Builder Name: Taylor Morrison Homes Street. Permit Office: City, State, Zip- FL, Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/27/2016 10:46 AM EnergyGauge® USA - FlaRes2014 Section R405.4 1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include O This checklist O A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). D Energy Performance Level (EPL) Display Card (one page) O Mandatory Requirements(three pages) Required prior to CO for the Performance Method: D Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report(usually one page) O If Form R405 duct leakage type indicates anything other than 'default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge®- USRCSB v4.0 6/27/2016 10:46:20 AM Page 1 of 1 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot140ThornBrookeTHRedWoodGRE Builder Name: Taylor Morrison Homes Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691000 Duct Test Time: Post Construction Duct Leakaqe Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 14 Duct System Divide by Leakage Total Conditioned Floor Area) On,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: — — y0 THE ST,gT o 6/27/2016 10:46 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Loll 40ThornBrookeTHRedWoodGRE Builder Name: Taylor Morrison Homes Street: Permit Office: City, Slate, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691000 Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): E LA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1 Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: O THE STq a Y 6/27/2016 10:46 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Softwar Page 1 of 1 wrightsoft Manual S Compliance Report Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407.333.2665 Fax: 407.333.3853 Web: WWW DEL-AIR.COM For: Taylor Morrison Homes Job: Lot140ThornBrookeTHR... Date: 7/8/2014 By: FJF Design Conditions Equipment type: Split ASHP Manufacturer: Outdoor design DB: 92.5°F Sensible gain: 22314 Btuh Entering coil DB: 76.9°F Outdoor design WB: 76.3°F Latent gain: 4328 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 26642 Btuh Indoor RH: 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-030-230-19+CBX27UH-030-230'++TDR Actual airflow: 1000 cfm Sensible capacity: 22750 Btuh 102% of load Latent capacity: 4765 Btuh 110% of load Total capacity: 27515 Btuh 1030/o of load SHR: 83% Design Conditions Outdoor design DB: 41.7°F Heat loss: 14424 Btuh Entering coil DB: 69.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-030-230-19+CBX27UH-030-230'++TDR Actual airflow: 1000 cfm Output capacity: 27174 Btuh 188% of load Capacity balance: 26 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1000 cfm Output capacity: 4.9 kW 115% of load Temp. rise: 50 OF The above equipment was selected in accordance with ACCA Manual S. wri htsoft 2016 -Jun -27 10 44 47 9 ' Right-Suile® Universal 2017 17 0.03 RSU24011 Page 1 SCA..eTHRedWoodGRENLoll40ThornBrookeTHRedWoodGRE rup Calc = MJ8 House laces: E wrightsoft Component Constructions Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Homes Job: Lotl40ThornBrookeTHR... Date: 7/8/2014 By: FJF Location: Area Indoor: Heating Orlando Intl AR FL, US BWh Indoor temperature (°F) 70 Elevation: 95 It BWh/M Design TD (°F) 28 Latitude: 28°N 13.0 Relative humidity (%) 30 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.5 Dry bulb (°F) 42 93 Infiltration: 13.0 Daily range (°F) - 17 (M) Method Simplified Wel bulb (°F) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls 12C-Osw: Firm wall, stucco ext, r-13 cav Ins, 1/2" gypsum (ward int Irish, 2"x4" wood Irm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int Irish Or Area U"value Insul R Htg HTM BWhMBWh1V-"F hl-"F/BWh BWh/M n 16 0.091 13.0 2.58 e 131 0.091 13.0 2.58 S 56 0.091 13.0 2.58 W 123 0.091 13.0 2.58 all 326 0.091 13.0 2.58 e 74 0.201 0 5.69 s 28 0.201 0 5.69 W 79 0.201 0 5.69 all 181 0.201 0 5.69 16A-30ad: Knee wall, asphalt shingles root mat, r-30 kw ins, 1/2" a 46 0.032 30.0 0.91 gypsum board int fnsh Partitions Cooling 75 18 50 46.4 Loss Clg HTM Gain BWh BUMP BWh 41 2.34 37 337 2.34 307 144 2.34 131 317 2.34 288 840 2.34 764 421 4.35 322 159 4.35 122 449 4.35 344 1029 4.35 787 42 2.38 109 12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 290 0.091 13.0 2.58 747 1.44 418 wood Irm, 16" o.c. stud Windows 2A-2om: 2 glazing, Or low -e outr, air gas, mll no brk firm mat, clr innr, a 15 0.340 0 9.62 144 40.8 612 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.26); foreground = new concrete (0.32), 1 ft overhang (5 It window ht, 0.8 It sep.); 6.67 ft head hl 2A-2om: 2 glazing, clr low -e ouir, air gas, mll no brk Irm mat, Or innr, a 30 0.340 0 9.62 289 40.9 1228 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.26); foreground = new concrete (0 32); 1 ft overhang (5 If window ht, 3.3 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, Or low -e ouir, air gas, mll no brk Irm mat, clr innr, w 45 0.340 0 9.62 433 43.2 1946 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); foreground = new concrete (0.32); 1 If overhang (5 it window ht, 0.7 It sep.); 6.67 ft head ht 2B-2fm: 2 glazing, clr low -e outr, air gas, mll no brk Irm mat, cir innr, w 8 0.350 0 9.90 79 35.1 281 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 it overhang (4 it window ht, 0.7 It sep.); 6.67 ft head ht C wri htsoft• 2016 -Jun -27 10 44 47 9 Righl-SuileO Universal 2017 17.0 03 RSU24011 Page 1 4CC*- ...eTHRedWoodGRE\Lol140ThornBrookeTHRedWoodGRE.rup Calc - MJ8 House laces: E 10C -m: 2 glazing, cir low -e ouir, air gas, mil no brk frm mat, clr innr, C wri htsoft' w 21 0.580 0 16.4 350 26.4 563 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); foreground = new concrete (0.32); 7 ft overhang (8 ft window ht, 0 ft sep.); 6.67 R head ht 2A-2om: 2 glazing, cir low -e ouir, air gas, mil no brk frm mat, cir innr, w 58 0.340 0 9.62 561 23.7 1382 1/4" gap, 1/8" thk: NFRC rated (SHGC=0.29); foreground = new concrete (0.32); 7 It overhang (6.3 ft window ht, 0 ft sep.); 6.67 ft head ht Doors 11 D0: Door, wd sc type a 24 0.390 0 11.0 265 12.0 288 n 18 0.390 0 11.0 196 12.0 213 all 42 0.390 0 11.0 461 12.0 501 Ceilings 1613.30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1139 0.032 30.0 0.91 1031 1.74 1977 gypsum board int insh Floors 20P -19c: Fir floor, frm fir, 12" thkns, carpet fir insh, r-19 cav ins, gar 236 0.050 19.0 1.41 334 0.71 168 ovr 22A-ipl: Bg floor, light dry soil, on grade depth 31 0.989 0 28.0 854 0 0 2016 -Jun -27 10,44 47 9 Righl•Suile® Universal 2017 17.0.03 RSU24011 Page 2 eTHRedWoodGRE\LoI140ThornBrookeTHRedWoodGRE rup Calc = MJ8 House laces E wrightsoft• Project Summary Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Homes Notes: RVSD 6/24/16 JA LS 6/27/16 JA Weather: Orlando Intl AP, FL, US Job: Loll 40ThornBrookeTHR... Date: 7/8/2014 By: FJF Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 11700 Btuh Structure 18069 Btuh Ducts 2724 Btuh Ducts 4245 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 14424 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 22314 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3375 Btuh Ducts 952 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft2) 1933 1933 Equipment latent load 4328 Btuh Volume(ft3) 17431 17431 Air changes/hour 0.50 0.26 Equipment total load 26642 Btuh Equiv. AVF (cfm) 145 76 Req. total capacity at 0.75 SHR 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-030-230-19 Cond 14HPX-030-230-19 AHRI ref 7044384 Coil CBX27UH-030-230'++TDR AH R I ref 7044384 Efficiency 9 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 22500 Btuh Healing output 26400 Btuh @ 47°F Latent cooling 7500 Btuh Temperature rise 24 OF Total cooling 30000 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.069 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 9 Rrghl-Sude® 2016 -Jun -27 10 44:47 1 Universal 2017 17.0.03 RSU24011 p` Page 1 eTHRedWoodGRE%Lotl40ThornBrookeTHRedWoodGRE rup Calc = MJ8 House laces: E wrightsof , Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 ax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot 140ThornBrookeTHRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Ent re House 83.5 Il 8.6 fl 2028.8 11' family 17.0 Il 93 Il heat/cool 22.0 x 14.0 It 308.0 112 Ty construction U -value Btuh/ItZ•F) Or HTM BI 112) Area (IIS or perimeter (II) Load BI h) Area (It2) or perimeter (It) Load Bluh) Heat cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.58 2.34 16 16 41 37 0 0 0 0 11----ff 12C-Osw 2A-2om 2A-Zonl 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 176 15 30 131 0 0 337 144 289 307 612 1718 0 0 0 0 0 0 0 0 0 0 0 0 11 Vy Q W 13A-20cs 11 DO 16A-30ad 0.201 0.390 a e_ 5.69 11.09. 0.91 4.35 11.99 2.38 98 24 46 74 24 46 421 265 322 288 0 0 0 0 0 0 0 0 0.032 a 42 109 0 0 0 0 W 12C-Osw 0.091 s 2.58 2.34 56 56 144 131 0 0 0 0 W 13A-2ocs 0.201 s 5.69 4.35 28 28 159 122 0 0 0 0 12C-Osw 2A-2om 28-21m 0.091 0.340 0_350 0.201 0.580 0.340 w w w w w w 2.58 9.62 990 5.69 16.41 9.62 2.34 43.24 35.15 176 45 B 123 1 0 317 433 79 288 1946 281 0 0 0 0 0 0 0 0 0 0 0 0 V --G L -G 13A-2ocs 10C -m 2A-2om 4.35 26.40 23.71 159 21 58 79 15 54 449 350 561 344 563 1382 159 21 58 79 15 54 449 350 561 344 563 1382 q12C-Osw D 11DO 0.091 0.390 n 2.58 11.04 1.44 11.99 308 18 290 18 747 196 418 213 47 0 47 0 120 0 67 0 C 16B-30ad 0.032 0.91 1.74 1139 1139 1031 1977 0 0 0 0 F 2OP-19c 0.050 1.41 0.71 236 334 168 0 0 0 0 F 22A -1d 0.989 27.99 0.00 903 31 854 0 308 17 476 0 6 c) AED excursion 1132 1051 Envelope loss/gain 7194 11870 1956 3407 12 a) Infiltration b) Room ventilation 4506 0 1449 0 947 0 305 0 13 Internal gains. Occupants @ 230 Appliances/other 5 1150 3600 3 690 0 Subtotal (lines 6 to 13) 1 11700 18069129031 4401 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 23% 23% 0 0 0 11700 2724 0 0 0 18069 4245 0% 0% 0 0 0 2903 0 0 0 0 4401 0 Total room bad Air required (clm) 14424 1000 22314 1000 1 1 2903 201 4401 197 Calculations aDDroved by ACCA to meet all reouirements of Manual J 8th Ed. wrightsoft' 2016 -Jun -2710.44:47 Right•Suile® Universal 2017 17.0.03 RSU240t1 Page 1 eTHRedWoodGRE\Lo114OThornBrookeTHRedWoodGRE.rup Calc -M,18 House laces E wrightsoft' Right -J® Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327C NDgOT7ION66N5 Fax: 407.333-3853 web WWW.DEL-AIR.COM Job: Lotl40ThornBrookeTHRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area cake/kitchen 6.0 It 9.3 It heat/cad 1.0 x 557.0 11 557.0 112 powder 7.5 If 9.3 11 heal/cool 4.5 x 8.5 It 383 h2 Ty Construction number U -valueBlu1V112-OF) Or HTM BI 112) Area (112) or perimeter (II) Load BI h) Area (112) or perimeter (II) Load Bluh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C•Osw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 y/ 12C-Osw 2A-2orn 2A-2om 0.091 0.340 0 340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W 13A-2ocs 1.1 DO 16A-30ad 0.201 0.390 a e_ 5.69 11.04 0.91 4.35 11.9924 2.38 56 0 32 24 182 265 139 288 42 0 42 0 239 0 183 0 0.032 a 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 28 28 159 122 1---- GG 12C-Osw 2A-2om 28-21m 0.091 0.340 0.350 0.201 0.580 0.340 w w w w w w 2.58 9.62 9.90 5.68 16.41 9.62 2.34 43.24 35.15 4.35 26.40 23.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl I_-_:2 13A-2ocs 10C -m 2A-2om 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R D 12C-Osw 11DO 0.091 0.390 n 2.58 11.04 1.44 11.99 182 18 164 18 423 196 237 213 79 0 79 0 204 0 114 0 C 168-30ad 0.032 0.91 1.74 0 0 0 0 14 14 12 23 F 2OP-19c 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A -Id 0.989 27.99 0.00 557 6 168 0 38 8 210 0 6 c) AED excursion 180 29 Envelope losstgain 1234 697 824 414 12 a) Infiltration b) Room ventilation 334 0 108 0 418 0 134 0 13 Internal gains: Occupants @ 230 Appliances/olher 1 230 2400 0 0 0 Subtotal (Imes 6 to 13) 1 1568 3434 1242 548 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 0% 01/6 0 0 0 1568 0 0 0 0 3434 0 380/6 41% 0 0 0 1242 468 0 0 0 548 227 Total room load Air required (clm) 1568 109 3434 154 1711 119 775 35 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2016 -Jun -2710:44:47 d1G A Righl•Suite® Universal 2017 17 0 03 RSU24011 Page 2 eTHRedWoodGRE\Lol l40ThornBrookeTHRedWoodGRE.rup Calc -M,18 House laces E wrightsoft• Right -J® Worksheet Entire House DEL -AIR HEATING 8r AIR 531 CODISCO WAY, SANFORD, FL 327C ND4o !On2665 Fax 407.333-3853 Web. WWW.DEL-AIR.COM Job: Lot140ThornBrookeTHRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mslr rm 17.5 It 8.0 If heat/cool 17.5 x 14.5 It 253.8 I12 mstr we 0 It 8.0 It heat/cool 3.5 x 5.5 It 19.3 112 Ty Construction number U -value BluWft2-*F) Or HTM BI 119 Area (I12) or perimeter (It) Load BI h) Area (II2) or perimeter (II) Load Btuh) Heal Cool Gross N/P/S Heat Cod Gross N/P/S Heal cod 6 W 12c-0sw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 Vy l~_{ C 12C-Osw 2A•2om 2A•2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W 13A•2ocs U DO 16A•30ad 0.201 0.390 a 5.69 11.0.4 091 4.35 11.99 238 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.032 e_ e 46 46 42 109 0 0 W 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 W 13A•2ocs 0.201 s 5.69 4.35 0 0 0 0 0 0 0 0 IL - CG 12C-Osw 2A-2om 2B -21m 0.091 0.340 0_350 w w w 2.58 9.62 9_90 5.69 16.41 9.62 2.34 43.24 95.15 4.35 26.40 23.71 140 45 0 95 1 0 245 433 0 223 1946 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj/ L-(; 13A•2ocs 10c -m 2A-2cm 0.201 0.580 0.340 w w w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R D 12C-Osw 1I DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.91 1.74 254 254 230 441 19 19 17 33 F 2OP-19c 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 387 2 Envelope loss/gain 949 3106 17 32 12 a) Infiltration b) Room ventilation 1111 0 357 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 600 0 0 0 Subtotal (lines 6 to 13) 2060 4293 17 32 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 1 38% 41% 0 0 0 2060 776 0 0 0 4293 1781 38^/0 41% 0 0 0 17 7 0 0 0 32 13 Total room load Air required (cfm) 2836 197 6074 272 24 2 45 2 Calculations aDDroved by ACCA to meet all reouirements of Manual J 81h Ed. wrightsoft- 2016 -Jun -27 10.44 47 AGC A Right-SuileO Universal 2017 17.0.03 RSU24011 Page 3 eTHRedWoodGRE\Loll40ThornBrookeTHRedWoodGRE.rup Calc = MJ8 House laces: E wrightsoft' Right -J® Worksheet Entire House DEL -AIR HEATING & AIR C9NDITIONINC531CODISCOWAY, SANFORD, FL 32771 hone: 407-333.2665 ax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot140ThomBrookeTHRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mslr blh 0 It 8.0 It heal/cool 1.0 x 107.3 it 107.3 117 msir wic 0 11 8.0 It heal/cool 11.5 x 7.0 II 80.5 h2 Ty Construction number U -value8101112-•F) Or HTM BI 112) Area (117) or perimeter (1Q Load let h) Area (III or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 Vy I C; 12C-Osw 2A -tom 2A-2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1113A-20csVyLO W I11 DO 16A-30ad 0.201 0.390 0.032 a e_ a 5.69 11.09 0.91 4.35 11.99 2.38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 0 0 0 0 V612C-Osw 2A-2om 2B -21m 0.091 0.340 9350 0.201 0.580 0 340 w w w w w w 2.58 9.62 980 5.69 16.41 9.62 2.34 43.24 8.15 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl I-- C C 13A-2ocs IOC -m 2A-2om 4.35 26.40 23.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Fj D 12C-Osw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 107 107 97 186 81 at 73 140 F 2OP-19c 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A -Id 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 9 7 Envelope loss/gain 97 177 73 133 12 a) Inhllration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 97 177 73 133 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 385/6 41% 0 0 0 97 37 0 0 0 177 73 38'/0 1 41% 0 0 0 73 27 0 0 0 133 55 Total room load Air required (clm) 134 9 250 11 100 7 188 8 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4G- fifd- wrightsoft' 2016 -Jun -2710:44:47 1\ Rrghl-Sudo® Universal 2017 17 0 03 RSU24011 Page 4 eTHRedWoodGRE\Loll40ThornBrookeTHRedWoodGRE rup Calc s MJ8 House laces E wrightsoft• Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 hone: 407-333-2665 Fax. 407-333.3853 Web WWW DEL-AIR.COM Job: Lot 140ThornBrookeTHRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area nn 2 10.5 it 8.0 It heat/cool 1.0 x 171.0 It 171.0 112 rm 3 20.5 It 8.0 It heat/cool 1.0 x 1503 It 150.3 f12 Ty Construction number U -value Bluh/ft2-•F) Or HTM Eft fig Area (f12) or perimeter (11) Load 81 h) Area (fig or perimeter (It) Load Btuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heal I Cod 6 W 12C-0sw 0.091 n 2.58 234 0 0 0 0 16 16 41 37 VY L- CC 12C-0sw 2A-2om 2A-2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 4093 84 15 0 69 0 0 178 144 0 162 612 0 92 0 30 62 0 0 160 0 289 145 0 1228 11 V t --D W 13A-2ocs 11 DO 16A-30ad 0.201 0.390 a 5.69 11.09 0.91 4.35 11.99 2.38 0 0 0 0 0 0 0 0 0 0-0-0-0 0 0 0 0.032 e_ a 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 s 2.58 2.34 0 0 0 0 56 56 144 131 W 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 0 0 0 0 12C-0sw 2A-2om 2B -21m 0.091 0.340 0_350 0.201 0.580 0.340 w w w w w w 2.58 9.62 9 80 5.69 16.41 9.62 2.34 43.24 95.15 4.35 26.40 23.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1_GGT= 13A-2ocs 10C -m 2A-2om 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q12C-0sw L -D 11 D0 0.091 0.390 n 2.58 11.04 1.44 it. 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 171 171 155 297 150 150 136 261 F 2012-19c 0.050 1.41 0.71 12 12 17 150 150 213 107 F 22A-10 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 52 80 Envelope loss/gain 494 1027 982 1830 12 a) Inliltralion b) Room ventilation 502 0 161 0 979 0 315 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 996 1189 1962 2145 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 38"/0 41% 0 0 0 996 375 0 0 0 1189 493 381/6 41% 0 0 0 1962 739 0 0 0 2145 890 Total room bad Air required (clm) 1371 951 1682 75 2701 1871 3034 136 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C -Fk- wrightsoit- 2016 -Jun -2710:44:47 AG A Right-SurleO Universal 2017 17.0.03 RSU24011 Page 5 eTHR0dWoodGRE%oI140ThornBrookeTHRedWoodGRE.rup Calc - MJ8 House faces: E wrightsoft• Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333-2665 ax: 407.333.3853 Web WWW DEL-AIR.COM Job: LOt140ThornBrookeTHRecl Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area bih 2 lav 0 If 8.0 If heat/cool 6.0 x 5.5 If 33.0 W blh 2 0 It 80 It heat/Cool 6.0 x 6.5 It 390 Ilz Ty Construction number U -valueBtuNllZ°F) Or HTM Bt 112) Area (I12) or perimeter (11) Load BI h) Area (IIq or perimeter (It) Load Bluh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 Vjl L-- CC 12C-Osw 2A-2om 2A•2om 0.091 0.340 0.340 n a a 2.58 9.62 9.62 2.34 40.81 40.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1113A•2ocs W J.1 DO 16A•30ad 0.201 0.390 a e_ 5.69 11.09 0.91 4.35 11.99 2.38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.032 a 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 0 0 0 0 Vjl l -GG 12C-Osw 2A•2om 2B -21m 0.091 0.340 0.350 w w w 2.58 9.62 8_90 5.69 16.41 9.62 2.34 43.24 35.15 4.35 26.40 23.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl - L - CG 13A-2ocs 10C -m 2A•2om 0.201 0.580 0.340 w w w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Fj D 12C•Osw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032_ 0.91 1.74 33 33 30 57 39 39 35 68 F 2OP-19c 0.050 1.41 0.71 33 33 47 2a 9 9 13 6 F 22A-ipl 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 4 4 Envelope losstgain 77 77 48 70 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 77 77 48 70 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 381/6 41% 0 0 0 77 29 0 0 0 77 32 38% 41% 0 0 0 48 18 0 0 0 70 29 Total room load Air required (cfm) 105 7 109 5 66 5 100 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsoft- 2016 -Jun -2710.44:47 AC^ZA Righl•Sude® Universal 2017 17.0.03 RSU24011 Page 6 eTHRedWoodGRE\Lot14OThornBrookeTHRedWoodGRErup Calc = MJ8 House laces E wrightsoft' Right -JO Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONINC531CODISCOWAY, SANFORD. FL 32771 hone. 407-333.2665 ax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lotl40ThornBrookeTHRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area laundry 4.5 it 8.0 it heat/cool 1.0 x 271.5 It 271.5 Its Ty Construction number U -value Btuh/It2-•F) Or HTM at 112) Area (fig or perimeter (ft) Load at h) Area or perimeter Load Heat Cod Gross N/P/S Heat cod Gross N/P/S Heat Cod 6 W 12C-0sw 0.091 n 2.58 234 0 0 0 0 Vj/ L- CC W A-2Dm2A-2om 2A-2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 0 0 0 0 0 0 0 0 0 0 0 0 tt13A-2ocs W J.1 DO 16A-30ad 0.201 0.390 a e_ 5.69 11.04 0.91 4.35 1.1.99 2.38 0 0 0 0 0 0 0 0 0 0 0.032 a 0 0 W 12C-0sw 0.091 s 2.58 2.34 0 0 0 0 W 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 T=2t;- G 12C-Osw 2A -tom 2B -21m 0.091 0.340 0_350 0.201 0.580 0.340 w w w w w w 2.58 9.62 9-% 5.69 16.41 9.62 2.34 43.24 95-15 4.35 26.40 23.71 36 0 8 28 0 0 72 0 79 66 0 281 LLL ---CCC 13A-2ors IOC -m 2A-2om 0 0 0 0 0 0 0 0 0 0 0 0 q D 12C-Osw 11 DO 0.091 0.390 n 2.58 11.04 1.44 1t. 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.91 1.74 272 272 246 471 F 2OP-19c 0.050 1.41 0.71 32 32 45 22 F 22A -Id 0.989 27.99 0.00 0 0 0 0 6 c) AED excursion 61 Envelope losstgain 442 901 12 a) Infiltration b) Room ventilation 215 0 69 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 600 Subtotal (lines 6 to 13) 657 1571 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 389/6 41% 1 0 0 0 657 248 0 0 0 1571 652 Total room load Air required (cim) 904 63 2222 100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2016 -Jun -27 10:44:47 4C 1>, Right -Suite® Universal 2017 17 0 03 RSU24011 Page 7 eTHRedWoodGRE\Lotl40ThornBrookeTHRedWoodGRE.rup Calc - MJ8 House laces E Duct System Summar Job: Loll 40ThornBrookeTHR... wrightsoft' Date: 7/8/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333.3853 Web: WWW.DEL•AIR COM For: Taylor Morrison Homes External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.261 in/100f1 1000 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.261 in/100ft 1000 cfm 130 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk b1h 2 h 66 5 4 0.265 4.0 Ox 0 VIFx 28.1 100.0 s13 blh 2lav h 105 7 5 0.276 4.0 Ox 0 VIFx 23.0 100.0 st3 cake/kilchen c 3434 109 154 0.281 8.0 Ox 0 VIFx 26.1 95.0 s12 family h 2903 201 197 0.261 8.0 Ox 0 VIFx 35.1 95.0 s12 laundry c 2222 63 100 0.349 5.0 Ox 0 VIFx 12.3 85.0 SO msir bth c 250 9 11 0.363 4.0 Ox 0 VIFx 8.7 85.0 SO mstr rm c 6074 197 272 0.339 9.0 Ox 0 VIFx 15.3 85.0 stl mstr we c 45 2 2 0.361 4.0 Ox 0 VIFx 9.2 85.0 SO mstr wic c 188 7 8 0.368 4.0 Ox 0 VIFx 7.3 85.0 stl powder h 1711 119 35 0.262 5.0 Ox 0 VIFx 34.6 95.0 st2 rm 2 h 1371 95 75 0.264 6.0 Ox 0 VIFx 28.8 100.0 St3 rm 3 h 2701 187 136 0.275 7.0 Ox 0 VIFx 23.5 100.0 St3 wri htsoft' Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 429 386 0.261 546 12.0 0 x 0 VinlFlx stl Peak AVF 571 614 0.264 574 14.0 0 x 0 VinlFlx sl3 Peak AVF 294 221 0.264 666 9.0 0 x 0 VinlFlx stl 2016 -Jun -27 10:44:48 9 Righl•Suile® Universal 2017 17.0.03 RSU24011 Page 1 ACCf eTHRedWoodGRE\Lol l40ThornBrookeTHRodWoodGRE rup Calc = MJ8 House laces: E Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1000 1000 0 0 0 0 Ox 0 VIFx wri htsoft' 2016 -Jun -2710:44:48 9 Righl-Suile® Universal 2017 17.0.03 RSU24011 Page 2 ACCA..eTHRedWoodGRE\Loll40ThornBrookeTHRedWoodGRE.rup Calc - MJ8 House laces: E FORM R405-2014 Florida Department of Business and Professional Regulations Kesidential Whole uilding Performance and Prescriptive Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy Florida law Section 553.9085. Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 7 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2 6 Us/m2), when tested according to NFRC 400 or AAMAIWDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)Wll ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in lest: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/27/2016 10:46 AM EnergyGauge® USA - FlaRes2014 - Section R405.4 1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41•C) or below 55•F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/. inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). Water healer efficiencies 7 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140•F (38•C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 7 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a till angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 7 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403.5.1. Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. 7 R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2• No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3• If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise. 7 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. R403.6.1 Equipment sizing. Healing and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/27/2016 10:46 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55'F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 7 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat selling. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 6/27/2016 10:46 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 42X42 A/C SLAB 1zBYBLDRMIN30 U\ Lanai T ar nc tv a0Oain F OEEB. A6.1 O i 02.VRO, M1/ 22.12 Uft--- n O i Farey 9/ 0N ATTIC s2teleT 1 Owners Suite t 1 p1Apy I ss I 1 N. BI I.cd 19S I II 1 f 14X " Ocd 16.16 iM 71L fd 9• DAWERMIIHEYVSYSTEMIVO ZONEHARPERSYSTEM 40. tOvevena 11 Cat 10.10 ..cd i 10. I.c 8.4 1 Cd a.r L8 O ord N std 12 Qford to z m W Q Q y bath duct roof capIttutone 10DAG DAG fan IGod10R 696RNB I0. too VATS C?73U 1000 11(l1W ntr A- Q U tU EU14-.1 • n.. o I—Id. A/C duct cf. A., c8:4 ICD Of r\ WC cduct ie r vent boR• I.c 3' bath duct to roof cap o root c. w. w/fan s•e1 e Nutone 696RNB 01 I R I cd75 Iz L to wnll cap w/Fan 1-CarGarage i Fo or i 8 room y Nutone 696RNBi El T' of i SOUARE FOOTAGE Oz N 12. l.cd w 8 room 3 mom 1u..r..Sa Y 0 I I i 0 f 0A v Y I L 1 0 0 O 1r- ductsIVWS SI=.d b, W V-Z 3 r. EU asd.ntblco.wi.n<..Ith r'.rd. Rno Eed. - R1602.. "I.nc.d Main Floor Plan UUpper Floor Plar, o CO AY• , .fc.ptlons 1-3. Wfd.rRavenHos o a r re1 W otWQAfturr.ftNct.d I Kw undercut on doors to Mblt.bl. r.ro.r ar+ w•ro.rsn T• t7 yr. ry nd, w•ro.fa F— Q' J teens. Ralting z Traditional E evai LU > m z z 3Iii 3 i Q 1— Co 1 O 7 Q Q m mO_ JNOO RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name. Lot141ThomBrookeTHRedWoodGRE Builder Name: Taylor Morrison Homes Street: City, Stale, Zip: FL, Permit Office: Permit Number: n_41 Owner: Jurisdiction: _691006 Design Location: FL, Orlando Cod f S vO 1. New construction or existing New (From Plans) 9. Wall Types (2558.4 sqft.) Insulation i 2. Single family or multiple family Multi -family a. Frame - Wood, Common R=13.0 1541.80 ft' b. Frame - Wood, Exterior R=13.0 424.00 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 308.00 ft' 4. Number of Bedrooms 3 d. other (see details) R= 284.67 ft' 10. Ceiling Types (1192.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1142.00 ft' 6. Conditioned floor area above grade (ft') 1933 b. Knee Wall (Vented) R=30.0 50.00 ft' Conditioned floor area below grade (ft') 0 c. N/A 11. Ducts R= ft' R ft' 7. Windows(177.9 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 386.6 a. U -Factor: Dbl, U=0.34 103.58 ft' SHGC: SHGC=0.29 b. U -Factor: Dbl, U=0.34 45.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.26 a. Central Unit 30.0 SEER:15.00 c. U -Factor: Dbl, U=0.58 21.33 R' SHGC: SHGC=0.32 13. Heating systems kBtu/hr Efficiency d. U -Factor: other (see details) 8.00 ft' a. Electric Heat Pump 26.4 HSPF:9.00 SHGC: other (see details) Area Weighted Average Overhang Depth: 3 695 ft. Area Weighted Average SHGC: 0,287 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1933.0 sgft.) Insulation Area EF• 2.400 a. Slab -On -Grade Edge Insulation R=0.0 894 00 fl' b. Conservation features b. Floor Over Other Space R=0.0 790 00 ft' None c. other (see details) R= 249.00 ft' 15. Credits Pstat Glass/Floor Area: 0.092 Total Proposed Modified Loads: 41.70 PASSTotalBaselineLoads: 42.06 I hereby certify that the plans and specifications covered by Review of the plans and 114E STgl this calculation are in compliance with the Florida Energy specifications covered by this indicatesCode. calculation compliance with the Florida Energy Code. rnr,, ••:`, PREPARED BY: Before construction is completed DATE: 6/27/16 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. CODwiththeFloridaEnergyCode. ? OWNER/AGENT:- BUILDING OFFICIAL: -( C DATE: DATE G Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.040 On for whole house. 6/27/2016 11.04 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 6/27/2016 11:04 AM EnergyGauge® USA - FlaRes2014 Section R405.4 1 Compliant Software Page 2 of 5 PROJECT Title: Loll 41 ThornBrookeTHRedW Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1933 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook- Builder Name: Taylor Morrison Homes Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Family Type: Multi -family FL, New/Existing: New (From Plans) Comment: CLIMATE J IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1933 16626.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 894 8314.2 Yes 4 0 1 Yes Yes Yes 2 Floor 2 1039 8312 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Floor over Garage Floor 2 _-- ---- 24911' 19 0.1 0 0.9 2 Slab On -Grade Edge Insulatio Floor 1 31 fl 0 894 ft' 0.42 0 0.58 3 Floor Over Other Space Floor 2 --- 790 fl' 0 0.3 0 0.7 ROOF V Roof Gable Roof Solar SA Emitt Emilt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 127802 286 ft' Medium 0.85 N 085 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1143 R' N N 6/27/2016 11:04 AM EnergyGauge® USA - FlaRes2014 Section R405.4 1 Compliant Software Page 2 of 5 FORM R405-2014 6/27/2016 11.04 AM EnergyGauge® USA - FlaRes2014 Section R405 4.1 Compliant Software Page 3 of 5 CEILING Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Knee Wall (Vented) Floor 1 30 10 ft' 0.11 Wood 2 Knee Wall (Vented) Floor 1 30 16 ft' 0.11 Wood 3 Knee Wall (Vented) Floor 1 30 8 ft' 0.11 Wood 4 Knee Wall (Vented) Floor 1 30 16 ft' 0.11 Wood 5 Under Attic (Vented) Floor 1 38 1142 W 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V # Omt To Wall_Type Space R_Value-El-In-Et_In Area RValue-Eraction_Absor._Grade%_ 1 S Exterior Frame - Wood Floor 2 13 7 0 8 0 56.0 ft' 0 0.23 0.6 0 2 S Exterior Concrete Block - Int Insul Floor 1 4.1 3 0 9 4 28.0 ft' 0 0 0.6 0 3 E Exterior Frame - Wood Floor 2 13 22 0 8 0 176 0 R' 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul Floor 1 4.1 10 6 9 4 98.0 ft' 0 0 0.6 0 5 N Exterior Frame - Wood Floor 2 13 2 0 8 0 16.0 ft' 0 0.23 0.6 0 6 W Exterior Frame - Wood Floor 2 13 22 0 8 0 176.0 ft' 0 0.23 0.6 0 7 W Exterior Concrete Block - Int Insul Floor 1 4.1 17 0 9 4 158.7 ft' 0 0 0.6 0 8 Garage Frame - Wood Floor 1 11 33 0 9 4 308.0 ft' 0 0.23 0.01 0 9 S Neighbor Frame - Wood Floor 1 13 47 0 9 4 438.7 ft' 0.23 0.01 0 10 N Neighbor Frame - Wood Floor 1 13 33 4 9 4 311.1 ft' 0.23 0.01 0 11 S Neighbor Frame - Wood Floor 2 13 47 0 8 0 376.0 ft' 0.23 0.01 0 12 N Neighbor Frame - Wood Floor 2 13 52 0 8 0 416.0 ft' 0.23 0.01 0 DOORS Omt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 E Insulated Floor 1 None 4 3 8 24 ft' 2 Wood Floor 1 None 46 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Omt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 E 3 Vinyl Low -E Double Yes 0.34 0.26 15.0 ft' 1 ft 0 in Oft 10 in Drapes/blinds None 2 E 3 Vinyl Low -E Double Yes 0.34 0.26 30.0 ft' 1 ft 0 in 3 ft 3 in Drapes/blinds None 3 W 6 Vinyl Low -E Double Yes 0.35 0.31 8.0 ft' 1 ft 0 in 0 ft 8 in None None 4 W 6 Vinyl Low -E Double Yes 0.34 0.29 45.0 ft' 1 ft 0 in 0 ft 8 in Drapes/blinds None 5 W 7 Vinyl Low -E Double Yes 0.58 0.32 21.3 ft' 7 ft 0 in 0 ft 0 in None None 6 W 7 Vinyl Low -E Double Yes 0.34 0.29 58.6 H' 7 It 0 in 0 ft 0 in Drapes/blinds None 6/27/2016 11.04 AM EnergyGauge® USA - FlaRes2014 Section R405 4.1 Compliant Software Page 3 of 5 7iI :T 1:Z I iTi L l 6/27/2016 11.04 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 249 fl' 0 It" 16 ft 9.3 It 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000273 1385.5 76.06 143.05 .2456 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heal Pump None HSPF:9 26.4 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SelPnt Conservation 1 Electric Heat Pump Garage 2.4 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None 112 DUCTS V # Supply ---- Location R -Value Area Return --- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heal Cool 1 Attic 6 386.6 It Attic 96.65 ft Proposed On Attic --- cfm 77 3 cfm 0 04 0.60 1 1 6/27/2016 11.04 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 6/27/2016 11:04 AM EnergyGaugeO USA - FlaRes2014 Section R405.4 1 Compliant Software Page 5 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling( Jan HeatinXJan Feb jX] Feb ar Mar NM j ] A r Apr I Ma May Junrl Jun JulIXI Jul Au j Au X Se Sep Oct Ocl Nov Nov DecHDec Venlin l[ ] Jan JJ Feb Mar X) A r May Jun Jul Aug Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Healing (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/27/2016 11:04 AM EnergyGaugeO USA - FlaRes2014 Section R405.4 1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing New (From Plans) 2. Single family or multiple family Multi -family 3. Number of units, if multiple family 1 b. Frame - Wood, Exterior 4. Number of Bedrooms 3 c Frame -Wood, Adjacent 5. Is this a worst case? No d. other (see details) 6. Conditioned floor area (ft') 1933 10. Ceiling Types 7. Windows" Description Area Area a. U -Factor: Dbl, U=0.34 1142.00 ft' 103.58 ft' SHGC- SHGC=0.29 50.00 ft' c. N/A b. U -Factor: Dbl, U=0.34 ft' 45.00 ft' SHGC: SHGC=0.26 R ft' a Sup Attic, Ret: Attic, AH: Attic c U -Factor: Dbl, U=0.58 6 386.6 21.33 ft' SHGC: SHGC=0.32 Efficiency a. Central Unit d. U -Factor. other (see details) 13. Heating systems 8.00 ft' SHGC: other (see details) a. Electric Heat Pump 26.4 Area Weighted Average Overhang Depth: 3.695 ft. Area Weighted Average SHGC: 0.287 8. Floor Types Insulation Area a Slab -On -Grade Edge Insulation R=0.0 894.00 ft' b. Floor Over Other Space R=0.0 790.00 ft' c. other (see details) R= 249.00 ft' FL, 9. Wall Types Insulation Area a. Frame - Wood, Common R=13.0 1541.80 ft' b. Frame - Wood, Exterior R=13.0 424.00 ft' c Frame -Wood, Adjacent R=11.0 308.00 ft' d. other (see details) R= 284.67 W 10. Ceiling Types Insulation Area a Under Attic (Vented) R=38 0 1142.00 ft' b. Knee Wall (Vented) R=30.0 50.00 ft' c. N/A R= ft' 11. Ducts R ft' a Sup Attic, Ret: Attic, AH: Attic 6 386.6 12. Cooling systems kBlu/hr Efficiency a. Central Unit 30.0 SEER -15.00 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 26.4 HSPF:9.00 14. Hot water systems Cap: 50 gallonsa. Electric EF: 2.4 b. Conservation features None 15. Credits Pstal I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: 114E STgTR F Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/27/2016 11.04 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot141ThornBrookeTHRedWoodGRE Builder Name: Taylor Morrison Homes Street: Permit Office: City, State, Zip: FL , Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/27/2016 11.04 AM EnergyGauge® USA - FlaRes2014 Section R405 4.1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include O This checklist O A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). O Energy Performance Level (EPL) Display Card (one page) O Mandatory Requirements(three pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report(usually one page) O If Form R405 duct leakage type indicates anything other than 'default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® . USRCSB v4.0 6/27/2016 11:03:51 AM Page 1 of 1 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot141ThornBrookeTHRedWoodGRE Builder Name: Taylor Morrison Homes Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691000 Duct Test Time: Post Construction Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 14 Duct System Divide by Leakage Total Conditioned Floor Area) On,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: SHE STgT a COD WE J5 6/27/2016 11:05 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: LoI141ThomBrookeTHRedWoodGRE Builder Name: Taylor Morrison Homes Street. Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691000 Envelope Leakage Test Results Regression Data: C n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2. 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals) Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the lest, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: O4T1iE Sr4 fill 10 o 6/27/2016 11:04 AM EnergyGauge® USA - FlaRes2014 - Section R405 4.1 Compliant Softwar Page 1 of 1 wrightsoft" Manual S Compliance Report Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333.2665 Fax: 407.333.3853 Web: WWW DEL -AIR COM For: Taylor Morrison Homes Job: Lot141ThornBrookeTHR... Date: 7/8/2014 By: FJF Design Conditions Equipment type: Split ASHP Manufacturer: Outdoor design DB: 92.5°F Sensible gain: 22314 Btuh Entering coil DB: 76.9°F Outdoor design WB: 76.3°F Latent gain: 4328 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 26642 Btuh Indoor FIR 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-030-230-19+CBX27UH-030-230'++TDR Actual airflow: 1000 cfm Sensible capacity: 22750 Btuh 1020/6 of load Latent capacity: 4765 Btuh 1100/6 of load Total capacity: 27515 Btuh 103% of load SHR: 830/6 Design Conditions Outdoor design DB: 41.7°F Heat loss: 14424 Btuh Entering coil DB: 69.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-030-230-19+CBX27UH-030-230'++TDR Actual airflow: 1000 cfm Output capacity: 27174 Btuh 188% of load Capacity balance: 26 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1000 cfm Output capacity: 4.9 kW 115% of load Temp. rise: 50 OF The above equipment was selected in accordance with ACCA Manual S. wri htsoft` 2016 -Jun -271100:18 9 Righl-Suile® Universal 2017 17.0.03 RSU24011 Page 1 i4CCf* . eTHRedWoodGRE\Loll41ThornBrookeTHRedWoodGRE rup Calc - MJ8 House faces: E Component Constructions Job: LOt141ThornBrOOkeTHR wrightsoft• ... Date: 7/8/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax. 407-333.3853 Web: WWW.DEL-AIR.COM Project• • For: Taylor Morrison Homes Location: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 280N Outdoor: Heating Cooling Dry bulb (°F) 42 93 Daily range (°F) - 17 ( M) Wet bulb (°F) - 76 Wind speed (mph) 15.0 7.5 Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity (%) Moisture difference (gr/Ib) Infiltration: Method Construction quality Fireplaces Heating 70 28 30 1.5 Simplified Average 0 Cooling 75 18 50 46.4 Construction descriptions Or Area Ll -value Insul R Htg HTM Loss CIg HTM Gain M BWhIW.*F W--F/BWh BWAM= BWh BWh/M 81uh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 16 0.091 13.0 2.58 41 2.34 37 fnsh, 2"x4" wood Irm, 16" o.c. stud a 131 0.091 13.0 2.58 337 2.34 307 s 56 0.091 13.0 2.58 144 2.34 131 W 123 0.091 13.0 2.58 317 2.34 288 all 326 0.091 13.0 2.58 840 2.34 764 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum a 74 0.201 0 5.69 421 4.35 322 board int fnsh s 28 0.201 0 5.69 159 4.35 122 W 79 0.201 0 5.69 449 4.35 344 all 181 0.201 0 5.69 1029 4.35 787 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" a 46 0.032 30.0 0.91 42 2.38 109 gypsum board int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int Irish, 2"0" 290 0.091 13.0 2.58 747 1.44 418 wood Irm, 16" o.c. stud Windows 2A-2om: 2 glazing, Or low -e ouir, air gas, mll no brk Irm mat, Or innr, a 15 0.340 0 9.62 144 40.8 612 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.26); foreground = new concrete (0.32); 1 it overhang (5 ft window ht, 0.8 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low -e ouir, air gas, mtl no brk firm mat, clr innr, a 30 0.340 0 9.62 289 40.9 1228 1/4" gap, 1/8" thk: NFRC rated (SHGC=0.26); foreground = new concrete (0.32); 1 ft overhang (5 ft window ht, 3.3 it sep.); 6.67 It head ht 2A-2om: 2 glazing, clr low -e ouir, air gas, mil no brk Irm mat, clr innr, w 45 0.340 0 9.62 433 43.2 1946 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); foreground = new concrete (0.32); 1 It overhang (5 ft window ht, 0.7 it sep.); 6.67 ft head ht 2B -21m: 2 glazing, clr low -e ouir, air gas, mil no brk frm mat, clr innr, w 8 0.350 0 9.90 79 35.1 281 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31), 1 it overhang (4 ft window ht, 0.7 It sep.); 6.67 It head ht 2016•Jun-2711:00:18 c wri htsoft" 9 Righl-Suile® Universal 2017 17.0 03 RSU24011 Page 1 ACCA...eTHRedWoodGRE%Lo1141ThornBrookeTHRedWoodGRE.rup Calc = MJ8 House laces. E IOC -m: 2 glazing, cir low -e outr, air gas, mil no brk irm mat, clr innr, w 21 0.580 1/4" gap, 1/8" lhk; NFRC rated (SHGC=0.32); foreground = new concrete (0.32); 7 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low -e outs, air gas, mtl no brk frm mat, clr innr, w 58 0.340 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); foreground = new concrete (0.32); 7 ft overhang (6.3 ft window ht, 0 ft sep.); 6.67 R head ht Doors 0 16.4 350 26.4 563 0 9.62 561 23.7 1382 11 D0: Door, wd sc type a 24 0.390 0 11.0 265 12.0 288 n 18 0.390 0 11.0 196 12.0 213 all 42 0.390 0 11.0 461 12.0 501 Ceilings 1613-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1139 0.032 30.0 0.91 1031 1.74 1977 gypsum board int fnsh Floors 20P -19c: Fir floor, irm fir, 12" Ihkns, carpet fir fnsh, r-19 cav ins, gar 236 0.050 19.0 1.41 334 0.71 168 ovr 22A-Ipl: Bg floor, light dry soil, on grade depth 31 0.989 0 28.0 854 0 0 C wlri htsoft' 2016 -Jun -2711:00:18 9 Righl-Suile® Universal 2017 17 0 03 RSU24011 Page 2 A'CIK . eTHRedWoodGRE\1oll4lThornBrookeTHRedWoodGRE rup Calc = MJ8 House laces, E Project Summar Job: Lot141ThornBrookeTHR... Wrightsoft' Date: 7/8/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax, 407.333.3853 Web WWW DEL -AIR COM For: Taylor Morrison Homes Notes: RVSD 6/24/16 JA LS 6/27/16 JA Weather: Orlando Intl AP, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 11700 Btuh Ducts 2724 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 14424 Btuh Infiltration Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/Ib Sensible Cooling Equipment Load Sizing Structure 18069 Btuh Ducts 4245 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment sensible load 22314 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Trade MERIT Average Trade MERIT Fireplaces 0 Structure 3375 Btuh Coil CBX27UH-030-230'++TDR Ducts 952 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft2 1933 1933 Equipment latent load 4328 Btuh Volume W) 17431 11431 7500 Btuh Temperature rise Air changes/hour 0.50 0.26 Equipment total load 26642 Btuh Equiv. AVF (cfm) 145 76 Req. total capacity at 0.75 SHR 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-030-230-19 Cond 14HPX-030-230-19 AHRI ref 7044384 Coil CBX27UH-030-230'++TDR AH R I ref 7044384 Efficiency 9 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 22500 Btuh Heating output 26400 Btuh @ 47°F Latent cooling 7500 Btuh Temperature rise 24 OF Total cooling 30000 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.069 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 Wrl htsoft• 2016-Jun•271100:18 9 Righl-S01e® Universal 2017 17 0 03 RSU24011 Page 1 eTHRedWoodGRE\Loll41ThornBrookeTHRedWoodGRE.rup Catc = MJ8 House laces: E wrightsoft' Right -M Worksheet Entire House DEL -AIR HEATING & AIR CQNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone 407-333.2665 Fax: 407.333.3853 Web WWW DEL -AIR COM Job: Lot 141 Thorn BrookeTHRed Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 83.5 It 8.6 It 2028.8 fill, family 17.0 It 9.3 It heat/cool 22.0 x 14.0 It 308.0 02 Ty Construction Btu aJu F Or HTM El f12) Area (112) I or perimeter (It) Load Bi h) Area (fig or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.58 2.34 16 16 41 37 0 0 0 0 Vy C f 12C-Osw 2A-2om 2A-2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 176 15 30 131 0 0 337 144 289 307 612 1228 0 0 0 0 0 0 0 0 0 0 0 0 1113A W 11 DOD. 16A-30ad 0.201 0.390 a 5.69 11.0.4 0.91 4.35 11.99 2.38 98 24 46 74 24 46 421 265 42 322 288 0 0-0-0-0 0 0 0 0 0 032 e_ a 109 0 0 0 W 12C-Osw 0.091 s 2.58 2.34 56 56 144 131 0 0 0 0 W 13A-2ocs 0.201 s 5.69 4.35 28 28 159 122 0 0 0 0 12C-Osw 2A-2om 28-21m 0.091 0.340 0_350 0.201 0.580 0 340 w w w w w w 2.58 9.62 9_90 5.69 16.41 9.62 2.34 43.24 35.15 4.35 26.40 23.71 176 45 8 123 1 0 317 433 79 288 1946 281 0 0 0 0 0 0 0 0 0 0 0 0 V S 13A-2ocs tOC-m 2A-2orn 159 21 58 79 15 54 449 350 561 344 563 1382 159 21 58 79 15 54 449 350 561 344 563 1382 R12C 0 0sw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 308 18 290 18 747 196 418 213------D 47 47 0 120 0 67 0 C 16B-30ad 0.032 0.91 1.74 1139 1139 1031 1977 0 0 0 0 F 2OP-19c 0.050 1.41 0.71 236 236 334 168 0 0 0 0 F 22A -Id 0989 27.99 0.00 903 31 854 0 308 17 476 0 6 c) AED excursion 1132 1051 Envelope loss/gain 7194 11870 1956 3407 12 a) Infiltration b) Room ventilation 4506 0 1449 01 947 0 305 0 13 Internal gains: Occupants @ 230 Appliances/other 5 1150 3600 3 690 0 Subtotal (lines 6 to 13) 11700 18069 2903 4401 14 15 Less external load Less Iransler Redistribution Subtotal Duct loads 23%1 23'/0 0 0 0 11700 2724 0 0 0 18069 4245 05/6 0% 0 0 0 2903 0 0 0 0 4401 0 Total room load Air required (clm) 14424 1000 22314 1000 1 29031201 4401 197 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsi> t- 2016 -Jun -27 11:00 18 ACZARight-Suile® Universal 2017 17.0.03 RSU24011 Page 1 eTHRedWoodGRE\Lo1141ThornBrookeTHRedWoodGRE.rup Calc = MJ8 House laces E wrightsoft- Right-J® Worksheet Entire House DEL -AIR HEATING & AIR C9NDITIONINC 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 ax. 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot 141 Thorn BrookeTHRed Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area caka/kitchen 6.0 It 9.3 It heat/cool 1.0 x 557.0 It 557.0 112 powder 7.5 11 9.3 If heal/cool 4.5 x 8.5 It 38.3 It2 Ty Construction number U -value Btuh/Ilz.-F) Or HTM BI f12) Area (112) I or perimeter (It) Load BI h) Area (I12) or perimeter (11) Load Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 y/ E --G I 12C•Osw 2A-2om 2A -tom 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Vf13A•2ocs U W 11 DO 16A-30ad 0.201 0.390 a e_ 5.69 11.0.4 0.91 4.35 11.99 2.38 56 24 0 32 24 182 265 139 288 42 0 42 0 239 0 183 0 0.032 a 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 W 13A•2ocs 0.201 s 5.69 4.35 0 0 0 0 28 28 159 122 1--G 12C•Osw 2A•2om 2B -21m 0.091 0.340 0_350 0.201 0.580 0.340 w w w w w w 2.58 9.62 9.90 5.69 16.41 9.62 2.34 43.24 35_15 4.35 26.40 23.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V/ j111------0001 13A.2ocs 10C•m 2A•2om 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q D 12C•OSw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 182 18 164 18 423 196 237 213 79 0 79 0 204 0 114 0 C 166.30ad 0.032 0.91 1.74 0 0 0 0 14 14 12 23 F 20P -19c 0.050 141 0.71 0 0 0 0 0 0 0 0 F 22A -Id 0.989 27.99 0.00 557 6 168 0 38 8 210 0 6 c) AED excursion 180 29 Envelope loss/gain 1234 697 824 414 12 a) Inldlration b) Room ventilation 334 0 108 0 418 0 134 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 2400 0 010 Subtotal (lines 6 to 13) 11568 3434 1242 548 14 15 Less external load Less transfer Redslribution Subtotal Duct loads 0% 0% 0 0 0 15683434 0 0 0 0 0 38% 41% 0 0 0 1242 468 0 0 0 548 227 Total room load Air required (c1m) 1568 109 3434 154 1711 119 775 35 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrightsoft' 2016 -Jun -27 11:00:18 Right-Sude® Universal 2017 17.0 03 RSU24011 Page 2 eTHRedWoodGRE\Lol l41ThornBrookeTHRedWoodGRE.rup Calc a MJ8 House laces E wrightsoft' Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333.2665 ax: 407.333-3853 Web: WWW.DEL-AIR.COM Job: Loll 41Thorn BrookeTHRed Date: 7/8/2014 By: FJF t 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mslr rm 17.5 If 8.0 11 heat/cool 17.5 x 14.5 1t 253.8 112 msir we 0 It 8.0 If heat/cod 3.5 x 5.5 It 19.3 112 Ty Construction number U -value StuldlILIF) Or HTM BtuW112) Area (Il2) or perimeter (fl) Load Btuh) Area (ft2) or perimeter (fl) Load Stuh) Heat cod Gross WP/S Heal Cod Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 V l 12C-Osw 2A-2om 2A-2om 0.091 0.340 0.340 a a a 2.58 2.34 9.62 40.81 9.62 40.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1113A-2ocs W 1.1 DO 16A-30ad 0.201 0.390 a e_ 5.69 4.35 11.04 _11.99 0.91 2.38 0 0 0 0 0 0 42 0 0 109 0 0 0 0 0 0 0 0 0 0.032 a 46 46 0 0 0 W 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 0 0 0 0 V/ 1; 3G 12C-Osw 2A-2om 21m2B -21m 0.091 0.340 0350 w w w 2.58 2.34 9.62 43.24 990 35.15 5.69 4.35 16.41 26.40 9.62 23.71 140 45 0 95 1 0 245 433 0 223 1946 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy LAG 12B 10C -m 2A-2om 0.201 0.580 0.340 w w w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q D 12C-0sw 11 DO 0.091 0.390 n 2.58 1.44 11.04 1t.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.91 1.74 254 254 230 441 19 19 17 33 F 2pP-19c 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A -Id 0989_ 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 387 2 Envelope loss/gam 949 3106 17 32 12 a) Infiltration b) Room ventilation 1111 0 357 0 0 0 0 0 13 Internal gams: Occupants @ 230 Appliances/other 1 230 600 0 0 0 Subtotal (lines 6 to 13) 2060 42931171 32 14 15 Less external load Less transfer Redslnboion Subtotal Duct loads 38%e 41% 0 0 0 2060 776 0 0 0 4293 1781 38"/0 41% 0 0 0 17 7 0 0 0 32 13 Total room load Air required (clm) 2836 197 6074 272 24 2 45 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AG- wrightsoft' 2016 -Jun -27 n 00.18 CKRight-SuileO Universal 2017 17 0 03 RSU24011 Page 3 eTHRedWoodGRENLo1141ThornBrookeTHRedWoodGRE.rup Calc = MJ8 House laces E wrightsoft' Right -JO Worksheet Entire House DEL -AIR HEATING & AIR CQNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 ax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot141ThornBrookeTHRed... Date: 7/8/2014 By: FJF Room 2 3 4 5 name Exposed wall Room height Room dimensions Room area mstr bth 0 II 8.0 11 heal/cool 1.0 x 107.3 It 107 3 I12 msir wic 0 It 8.0 II heat/cool 11.5 x 7.0 11 80.5 It= Ty Construction number U -value Btuh/IIZeF) Or HTM Btu11/Il Area (III I or perimeter (It) Load BI h) Area (112) or perimeter (It) Load Bluh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat cod 6 W 12C-0sw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 V)/ 12C-0sw 2A-2orn 2A-2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W 13A-2ocs 1.1 DO 16A-30ad 0.201 0.390 a 5.69 11.09 0.91 4.35 11.99 2.38 0 0 0 0-0 0 0 0 0 0 0 0 0 0 0 0-0 0 0 0.032 e_ a 0 0 0 0 0 W 12C-0sw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 0 0 0 0 V612C-Osw 2A-2om 2B -21m 0.091 0.340 0_350 0.201 0.580 0.340 w w w w w w 2.58 9.62 q90 5.69 16.41 9.62 2.34 43.24 35.15 4.35 26.40 23.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjt --G 13A-2ocs110c -m 2A-2om 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F+ 1--D 12C-0sw 1 t DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0_____p 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 107 107 97 186 81 81 73 140 F 2OP-19c 0.050 1.41 0.71 0 0 0 0 0 0 0 F 22A -Id 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 9 1 -7 Envelope loss/gain 97 177 73 133 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gain: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 97 1771 73 133 14 15 Less external load Less transfer Redstnbulion Subtotal Duct loads 386/6 41% 0 0 0 97 37 0 0 0 177 7338% 41% 0 0 0 73 27 0 0 0 133 55 Total room load Air required (clm) 134 9 250 11 100 7 188 8 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AM,_ 14d-wrightsoft 2016 -Jun -27 11:00:18 Righl-SuueO Universal 2017 17 0 03 RSU24011 Page 4 eTHRedWoodGRE%Loll41ThornBrookeTHRedWoodGRE rup Calc - MJ8 House laces: E wrightsoft' Right -JO Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM Job: Lot141ThornBrookeTHRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 2 10.5 II 8.0 II heat/cool 1.0 x 171.0 It 171.0 112 rm 3 20.5 It 8.0 II heal/cool 1.0 x 150.3 II 150.3 112 Ty Construction number U -valueBtuWtt2-•F) Or HTM 131 fig Area (It2) or perimeter (11) Load BI h) Area (112) or perimeter (It) Load Bluh) Heal Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.58 2.34 0 0 0 0 16 16 41 37 yl L G 12C-Osw 2A -tom 2A•2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 84 15 0 69 0 0 178 144 0 162 612 0 92 0 30 62 0 0 160 0 289 145 0 1228 11 W 13A•20cs JIM 16A•30ad 0.201 0.390 a e_ 5.69 11.09. 0.91 4.35 1.1.99 2.38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.032 a 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 56 56 144 131 W 13A•2ocs 0.201 s 5.69 4.35 0 0 0 0 0 0 0 0 12C-Osw 2A-2om 2B -21m 0.091 0.340 0_350 w w w w w w 2.58 9.62 9_90 5.69 16.41 962 2.34 4324 3515 4.35 26.40 23.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj I jLLL---CGG 13A-2ocs lOC•m 2A-2om 0.201 0.580 0.340 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q D 12C-Osw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 171 171 155 297 150 150 136 261 F 2OP•19c 0.050 1.41 0.71 12 12 17 9 150 150 213 107 F 22A-tp1 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 52 80 Envelope loss/gwn 494 1027 982 1830 12 a) Infiltration b) Room ventilation 502 0 161 01 979 01 315 0 13 1ntemal gams: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 996 1189 1962 2145 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 380/ 1 41% 0 0 0 996 375 0 0 0 1189 493 38% 41% 0 0 0 1962 739 0 0 0 2145 890 Total room bad Air required (clm) 1371 95 1682 75 1 2701 187 3034 136 Calculations approved by ACCA to meet allCalculationsapprovedbyACCAtomeetall requirements of Manual J 8th Ed. Manual J 8th Ed. M41- wrightsoft" 2016 -Jun -2711:00:18 N Right•Suile® Universal 2017 17 0 03 RSU24011 Page 5 eTHRedWoodGRE\Lol l41ThornBrookeTHRedWoodGRE.rup Calc = MJ8 House laces: E wrightsoft• Right -JO Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277111 hND4071On266655CFax: 407.333.3853 Web WWW DEL -AIR COM Job: Loll 41ThornBrookeTHRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area blh 2 lav, 0 If 8.0 If heat/cool 6.0 x 5.5 It 33.0 fl2 bth 2 0 It 8.0 11 heat/cool 6.0 x 6.5 11 39.0 fir Ty Construction number U -valueBluWflZ•F) Or HTM Ell 112) Area (112) or penmeter (fl) Load BI h) Area (111) or perimeter (II) Load Bluh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heal Cod 6 W 12C-0sw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 12C-Osw 2A-2Dm 2A-2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40 93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1113A-2ocsIL -0. W Al DO 16A-30ad 0.201 0.390 a 5.69 11.0.4 0.91 4.35 1.1.99 238 0 0 0 0 0 0 0 0 0-0-0-0-0 0 0 0 0 0 0.032 e_ a 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.58 234 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 5 5.69 4.35 0 0 0 0 0 0 0 0 yl I( C 12C-Osw 2A-2om 2B -21m 0.091 0.340 9_350 0.201 0.580 0.340 w w w w w w 2.58 9.62 9.90 5.69 16.41 9.62 2.34 43.24 35_15 4.35 2640 2371 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V s 13A-2ocs 10C -m 2A-2om 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R D 12C-Osw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 33 33 30 57 39 39 35 68 F 2OP-1 0.050 1.41 0.71 33 33 47 24 9 9 13 F 22A -Id 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 4 4 Envelope loss/on 77 77 48 70 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/olher 0 0 0 0 0 0 Subtotal (lines 6 to 13) 77 77 48 70 14 15 Less external load Less transfer Redistribution Subtotal Duct load/63w 41% 0 0 0 77 29 0 0 0 77 32 38% 41% 0 0 0 48 18 0 0 0 70s29 Total room load Air required (cfm) 105 7 109 51 1 66 1 5 100 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ACZ A ' Fk wrightsoft' 2016 -Jun -27 11:00 18 Right -Suite® Universal 2017 17 0.03 RSU24011 Page 6 eTHRedWoodGRE\Lot141ThornBrookeTHRedWoodGRE.rup Calc = MJ8 House laces: E wrightsoft• Right -JO Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot141Thorn BrookeTHRed Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensioru Room area laundry 4.5 It 80 It heal/cool 1.0 x 271.5 It 271.5 ft2 Ty Construction number U -value Bluh/fl;•F) Or HTM BI 112) Area (I12) or penmeter (fl) Load BI h) Area or perimeter Load Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.58 2.34 0 0 0 0 1- CC 12C-Osw 2A -tom 2A-2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 0 0 0 0 0 0 0 0 0 0 0 0 11 VL13A-2ocs l) W 1.1 DO 16A -Mad 0.201 0.390 a e_ 5.69 11.0.4 0 91 4.35 11.99 2.38 0 0 0 0 0 0 0 0 0 0.032 e 0 0 0 W 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 W 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 12C-Osw 2A-2om 2B-2lm0 0.091 0.340 350 w w w 2.58 9.62 9Sq 5.69 16.41 9.62 2.34 43.24 35.15 4.35 26.40 23.71 36 0 8 28 0 0 72 0 79 66 0 2 1 13A-2ocs 10C -m 2A-2om 0.201 0.580 0.340 w w w 0 0 0 0 0 0 0 0 0 0 0 0 R D 12C-0sw 11 DO 0.091 0390 n 2.58 1104 1.44 it.99 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.91 1.74 272 272 246 471 F 2OP-19c 0.050 1.41 0.71 32 32 45 22 F 22A -Id 0.989 27.99 0.00 0 0 0 0 6 c) AED excursion 61 Envelope loss/on 442 901 12 a) Infiltration b) Room ventilation 215 0 69 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 600 Subtotal (lines 6 to 13) 657 1571 14 15 Less external load Less transfer Redtstnbution Subtotal Duct loads 38% 41% 0 0 0 657 248 0 0 0 1571 652 Total room bad Air required (cim) 904 63 2222 100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A -Fk wrightsoft' 2016 -Jun -27 11:0018 M, Right-SuileO Universal 2017 17.0 03 RSU24011 Page 7 eTHRedWoodGRE\Lo1141ThornBrookeTHRedWoodGRE.rup Catc = MJ8 House laces, E wrightsoft• Duct System Summary Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Homes Job: Lot141ThornBrookeTHR... Date: 7/8/2014 By: FJF Name Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.261 in/100ft 0.261 in/100ft Actual air flow 1000 cfm 1000 cfm Total effective length (TEL) bth 2 lav 130 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bth 2 h 66 5 4 0.265 4.0 Ox 0 VIFx 28.1 100.0 st3 bth 2 lav h 105 7 5 0.276 4.0 Ox 0 VIFx 23.0 100.0 st3 cake/kitchen c 3434 109 154 0.281 8.0 Ox 0 VIFx 26.1 95.0 st2 family h 2903 201 197 0.261 8.0 Ox 0 VIFx 35.1 95.0 st2 laundry c 2222 63 100 0.349 5.0 Ox 0 VIFx 12.3 85.0 SO mslr bth C 250 9 11 0.363 4.0 Ox 0 VIFx 8.7 85.0 SO mslr rm c 6074 197 272 0.339 9.0 Ox 0 VIFx 15.3 85.0 st1 mslr we c 45 2 2 0.361 4.0 Ox 0 VIFx 9.2 85.0 St1 mslr wic c 188 7 8 0.368 4.0 Ox 0 VIFx 7.3 85.0 st1 powder h 1711 119 35 0.262 5.0 Ox 0 VIFx 34.6 95.0 st2 rm 2 h 1371 95 75 0.264 6.0 Ox 0 VIFx 28.8 100.0 st3 rm 3 h 2701 187 136 0.275 7.0 Ox 0 VIFx 23.5 100.0 st3 C ori htsoft' 2016 -Jun -2711:00:19 9 Right-SurleO Universal 2017 17.0.03 RSU24011 Page 1 ACC' ...eTHRedWoodGRE\Lol l41ThornBrookeTHRedWoodGRE.rup Calc = MJ8 House laces E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 429 386 0.261 546 12.0 0 x 0 VinlFlx SO Peak AVF 571 614 0.264 574 14.0 0 x 0 VinlFlx st3 Peak AVF 294 221 0.264 666 910 0 x 0 VinlFlx SO C ori htsoft' 2016 -Jun -2711:00:19 9 Right-SurleO Universal 2017 17.0.03 RSU24011 Page 1 ACC' ...eTHRedWoodGRE\Lol l41ThornBrookeTHRedWoodGRE.rup Calc = MJ8 House laces E Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rb1 Ox 0 1000 1000 0 0 0 0 Ox 0 VIFx wri htsoft• 2016 -Jun -2711:00:19 9 Righl-Suite® Universal 2017 17.0.03 RSU24011 Page 2 CCA...eTHRedWoodGRBLo1141ThornBrookeTHRedWoodGRE.rup Calc = MJ8 House laces. E FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS. Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 7 R402.41 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraff and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have light -fitting flue dampers and outdoor combustion air. R402.4.3 Fenestration air leakagelNindows, skylights and sliding glass doors shall have an air infiltration rale of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2 6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heal pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)kll ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1 Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/27/2016 11.04 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41•C) or below 55•F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can tum off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heal traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Y. inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). Water heater efficiencies 7 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140•F (38•C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. 7 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1 Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 7 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403.5.1. Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. 7 R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2• No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3• If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise. 7 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load 6/27/2016 11.04 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heal pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 7 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat selling. R403.9.1.1 Gas and oil -Tired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16. 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heal pumps are not required to meet this standard. R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool healing systems. 3. Where pumps are powered exclusively from on-site renewable generation R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space. R-10 is allowed. 6/27/2016 11:04 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 to wall cap w/fan 42X42 A/C S BY BLDR MIN FROM WA 23 TOM V/SKV l240V IPM le. 10 pen S2yy jN 1e(Fd MM G ATTIC o roof cap Fan rI 1 I I Owners Suite 1 pWTa I 1 1 1 1 1 270 16.161 1 14.0 I.ctl 1 1 r 10.6 HDEYVEC, TVO ZONE O'Wit SYSTEM MZ221K40v. tr.ns 1 1. O and 12 O sord 10 IBT11632MI000Ow TH67201 ONDAG OATS C773SA 1000 two rooF cap Fan 7• 'OY e 1.,.-dSalmi STAGES 73om 3 ao'ae Upper Floor Plan w o 7 v Rafting Traditional Ele Must have a mininvm clearance of 4 Inches around the air handler per the State Energy code. All duct hos an ra6 Insulotlon value. IS zIcy NCOas1z d g ONroVCN V z >Z S Z m W 0 N_ IT a (U (LJ 0 0 \ q mW m 0 O O a 0v O pq CD00-Zc\u A—OCOL, Q LJ c3 3: l- CK J F- o } a ED W >.. Z 0J Q H mI.- Q 7 J O 7 Q a MCLJ(n00 1 1 1 1 I 1 i 1 b I I Transfer ducts/g,%W.slt.d 1, , conolbnC..ith Florid. Resld.ntbl Main Floor PlanAWVCade - M1602.4 ll.I.nced Return All ..0 tions 1-7. Hitler o 7 • must P oOe unrestricted 1 Inch undercut on doors to h.olt.ble yl. roA. t.aAla'• Wu.n r00ns. rI 1 I I Owners Suite 1 pWTa I 1 1 1 1 1 270 16.161 1 14.0 I.ctl 1 1 r 10.6 HDEYVEC, TVO ZONE O'Wit SYSTEM MZ221K40v. tr.ns 1 1. O and 12 O sord 10 IBT11632MI000Ow TH67201 ONDAG OATS C773SA 1000 two rooF cap Fan 7• 'OY e 1.,.-dSalmi STAGES 73om 3 ao'ae Upper Floor Plan w o 7 v Rafting Traditional Ele Must have a mininvm clearance of 4 Inches around the air handler per the State Energy code. All duct hos an ra6 Insulotlon value. IS zIcy NCOas1z d g ONroVCN V z >Z S Z m W 0 N_ IT a (U (LJ 0 0 \ q mW m 0 O O a 0v O pq CD00-Zc\u A—OCOL, Q LJ c3 3: l- CK J F- o } a ED W >.. Z 0J Q H mI.- Q 7 J O 7 Q a MCLJ(n00 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 142ThornBrookeTHBirchGLE Builder Name: Taylor Morrison Homes Street: Permit Office: City, State, Zip: FL, Permit Number: C vOwner: Jurisdiction: y Design Location: FL, Sanford Gc; / S"uft> 1 New construction or existing New (From Plans) 9. Wall Types (2455.8 sgft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Common R=13.0 1488.40 ft' b Frame -Wood, Exterior R=13.0 370.00 R' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 345.33 ft' 4. Number of Bedrooms 3 d. other (see details) R= 252.00 ft' 10. Ceiling Types (1184.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1144.00 ft' 6. Conditioned floor area above grade (fl') 1822 b. Knee Wall (Vented) R=30.0 40.00 ft' Conditioned floor area below grade (W) 0 c. R= it' 11. Ducts R R' 7. Windows(205.8 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 364.4 a. U -Factor: Dbl, U=0.34 177.92 ft' SHGC: SHGC=0.29 b. U -Factor: Dbl, U=0.37 18.89 R' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.28 a. Central Unit 25.2 SEER.16.00 c. U -Factor. Dbl, U=0.34 9.03 R' SHGC: SHGC=0.26 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A R' a. Electric Heat Pump 21.8 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 4.643 ft. Area Weighted Average SHGC: 0.288 14 Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1832.0 sqft.) Insulation Area EF- 2.400 a. Slab -On -Grade Edge Insulation R=0.0 824.00 fl' b. Conservation features b. Floor Over Other Space R=0.0 743.00 R' None c. other (see details) R= 265.00 R' 15. Credits Pstat Glass/Floor Area: 0.113 Total Proposed Modified Loads: 40.74 PASSTotalBaselineLoads: 41.23 1 hereby certify that the plans and specifications covered by Review of the plans and i-viliE ST41, AO.c+ this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance h ,,,,''' s =,.-° •{+ OwiththeFloridaEnergyCode. nr„s ••. , f:••y,„ tl PREPARED BY: Before construction is completed DATE: 6/27./_1.6 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. CDD WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 6/27/2016 11:30 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 6/27/2016 11:30 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Loll 42ThomBrookeTHBirchG Bedrooms: 3 Address Type: Street Address Building Type. User Conditioned Area: 1822 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Homes Rotate Angle: 0 Street* Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Family Type: Multi -family FL , New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Healing Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1822 15647.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 824 7663.2 Yes 4 0 1 Yes Yes Yes 2 Floor 998 7984 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Raised Floor Floor 2 6 ft' 19 0 0 1 2 Floor over Garage Floor 2 -__ ____ 259 ft' 19 0.2 0 0.8 3 Slab -On -Grade Edge Insulatio Floor 1 27 ft 0 824 ft' 0.2 0 0.8 4 Floor Over Other Space Floor 2 ____ 743 ft' 0 0.2 0 0.8 ROOF Roof Gable Roof Solar SA Emitt Emill Deck Pitch J # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1218 ft' 272 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1089 ft' N N 6/27/2016 11:30 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 6/27/2016 11:30 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 CEILING Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Knee Wall (Vented) Floor 1 30 40 ft° 0.11 Wood 2 Under Attic (Vented) Floor 1 30 1144 ft° 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below t Omt To Wall_T.ype Space R_Value-Et-In-Et-In Area-R_Value_F-raction_Absor._Grade%_ 1 W Exterior Frame - Wood Floor 2 13 22 0 8 0 176.0 ft° 0 0.23 0.6 0 2 W Exterior Concrete Block - Int Insul Floor 1 4.1 17 6 9 4 163.3 ft' 0 0 0.6 0 3 S Exterior Frame - Wood Floor 2 13 1 0 8 0 8.0 ft' 0 0.23 0.6 0 4 E Exterior Frame - Wood Floor 2 13 19 0 8 0 152.0 ft° 0 0.23 0.6 0 5 E Exterior Concrete Block - Int Insul Floor 1 4.1 9 6 9 4 88.702 0 0 0.6 0 6 NE Exterior Frame - Wood Floor 2 13 4 3 8 0 34.0 ft' 0 0.23 0.6 0 7 Garage Frame - Wood Floor 1 13 37 0 9 4 3453 ft' 0 0.23 0.01 0 8 N Neighbor Frame - Wood Floor 1 13 47 9 4 438.7 ft° 0.23 0.6 0 9 S Neighbor Frame - Wood Floor 1 13 29 4 9 4 273.8 ft' 0.23 0.6 0 10 N Neighbor Frame - Wood Floor 2 13 47 8 376.0 ft' 0.23 0.6 0 11 S Neighbor Frame - Wood Floor 2 13 50 8 400.0 ft' 0.23 0.6 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 E Insulated Floor 1 None 4 3 8 24 ft' 2 Wood Floor 1 None 46 2 8 8 21.3 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Omt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 W 1 Vinyl Low -E Double Yes 0.34 0.29 60.0 1`17 1 ft 0 in Oft 10 in Drapes/blinds None 2 W 2 Vinyl Low -E Double Yes 0.34 0.29 21.3 ft' 7 ft 0 in 0 ft 0 in None None 3 W 2 Vinyl Low -E Double Yes 034 029 58.6 ft' 7 ft 0 in 0 ft 0 in Drapes/blinds None 4 E 4 Vinyl Low -E Double Yes 0.34 0.29 8.0 ft' 8 ft 0 in 0 ft 4 in Drapes/blinds None 5 E 4 Vinyl Low -E Double Yes 0.34 0.29 15.0 W 1 ft 0 in 4 ft 6 in Drapes/blinds None 6 E 5 Vinyl Low -E Double Yes 0.34 0.26 9.0 ft' 8 ft 0 in 1 ft 0 in None None 7 NE 6 Vinyl Low -E Double Yes 0.37 0.28 18.9 ft' 9 It 0 in 0 ft 4 in None None 8 E 4 Vinyl Low -E Double Yes 0.34 0.29 15 0 ft' 1 1110 in 5 ft 10 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 259 ft° 0 ft' 64 It 9.3 ft 1 6/27/2016 11:30 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 6/27/2016 11.30 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000273 1303.9 71.58 134.62 .2452 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 21.8 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 25.2 kBlu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SelPnt Conservation 1 Electric Heat Pump Garage 2.4 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft° DUCTS Supply ---- V # Location R -Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 364.4 H Attic 91.1 ft= Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Coolingr Jan ]] Feb j Mar He fX} Jan jX] Feb fX Mar Vei Ij I Jan [)Feb (X Mar Ceiling Fans: r[ A r r[ Ma [X] Jun f[X) Jul riAugSe jj ]Oct Nov l Apr l May [ ] Jun l ] Jul AuSep j ]Oct Nov A r [ Ma [ ]Jun [ ]Jul Aug Se [X] Oct Hx Nov jf j Dec XDec j Dec 6/27/2016 11.30 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Healing (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/27/2016 11.30 AM EnergyGauge® USA - FlaRes2014 Section R405 4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Common R=13.0 1488.40 ft' b. Frame - Wood, Exterior R=13.0 370.00 ft 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 345.33 ft' 4. Number of Bedrooms 3 d. other (see details) R= 252.00 ft' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1144.00 ft' 6. Conditioned floor area (ft') 1822 b. Knee Wall (Vented) R=30.0 40.00 ft' c. N/A R= ft' s 7. Windows" Description Area 11 • Ducts R ft a. U -Factor: Dbl, U=0.34 177.92 ft' a. Sup: Attic, Ret: Attic, AH: Attic 6 364.4 SHGC: SHGC=0.29 b. U -Factor: Dbl, U=0.37 18.89 ft' SHGC: SHGC=0.28 12. Cooling systems kBtu/hr Efficiency c. U -Factor: Dbl, U=0.34 9.03 ft' a. Central Unit 25.2 SEER:16.00 SHGC: SHGC=0.26 d. U -Factor: N/A ft' 13 Heating systems kBlu/hr EfficiencySHGC: a. Electric Heat Pump 21.8 HSPF:9.00 Area Weighted Average Overhang Depth: 4.643 ft. Area Weighted Average SHGC: 0 288 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 824.00 ft a. Electric EF: 2.4 b. Floor Over Other Space R=0.0 743.00 ft' c. other (see details) R= 265.00 ft' b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/27/2016 11:30 AM EnergyGauge® USA - FlaRes2014 - Section R405 4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Loll 42ThornBrookeTHBirchGLE Builder Name: Taylor Morrison Homes Street: Permit Office. City, State, Zip: FL, Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/27/2016 11.31 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include O This checklist O A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). O Energy Performance Level (EPL) Display Card (one page) O Mandatory Requirements(three pages) Required prior to CO for the Performance Method: D Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report(usually one page) O If Form R405 duct leakage type indicates anything other than 'default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge®- USRCSB v4.0 6/27/2016 11:30:38 AM Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot 142ThomBrookeTHBirchGLE Budder Name- Taylor Morrison Homes Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Sanford Jurisdiction: 691000 Envelope Leakage Test Results Regression Data: L n: i, Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): E LA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures: 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the lest, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 01 -off ST,q A i - Al coDWE v 6/27/2016 11.31 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Softwar Page 1 of 1 wrightsoft• Manual S Compliance Report Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Homes Design Conditions 18162OutdoordesignDB: 92.5°F Outdoor design WB: 76.3°F Indoor design DB: 75.0°F Indoor RH: 50% Sensible gain: 18162 Btuh Latent gain: 3788 Btuh Total gain: 21950 Btuh Estimated airflow: 840 cfm Job: Lot142ThomBrookeTHB... Date: 7/10/2014 By: FJF Entering coil DB: 76.0°F Entering coil WB: 63.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBX27UH-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 18561 Btuh 102% of load Latent capacity: 4045 Btuh 107% of load Total capacity: 22606 Btuh 103% of load SHR: 82% Design Conditions Outdoor design DB: 41.7°F Heat loss: 12972 Btuh Entering coil DB: 69.7°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBX27UH-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22363 Btuh 172% of load Capacity balance: 29 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 3.8 kW 101% of load Temp. rise: 15 OF The above equipment was selected in accordance with ACCA Manual S. At. * wrightsoft' R,ghl.Sude® Universal 2017 17.0.03 RSU24011 2016 -Jun -27 11: ge I 114C0'* Paage rookeTHBirchGLE\LoIt42ThornBrookeTHBirchGLE rup Calc - MJB House laces. E wrightsofC Component Constructions Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Homes Job: LOt142ThomBrOOkeTHB... Date: 7/10/2014 By: FJF Location: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 280N Outdoor: Heating Cooling Dry bulb (°F) 42 93 Daily range (°F) - 17 ( M) Wet bulb (°F) - . 76 Wind speed (mph) 15.0 7.5 Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity (%) Moisture difference (gr/Ib) Infiltration: Method Construction quality Fireplaces Heating 70 28 30 1.5 Simplified Average 0 Cooling 75 18 50 46.4 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain M BWh/11 •F ft •F/BWh BWh/V Bluh BWhAp BWh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int ne 15 0.091 13.0 2.58 39 2.34 35 Insh, 2"x4" wood Irm, 16" o.c. stud a 114 0.091 13.0 2.58 294 2.34 267 s 8 0.091 13.0 2.58 21 2.34 19 W 116 0.091 13.0 2.58 299 2.34 272 all 253 0.091 13.0 2.58 651 2.34 593 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum a 56 0.201 0 5.69 316 4.35 242 board int Insh W 84 0.201 0 5.69 476 4.35 364 all 139 0.201 0 5.69 792 4.35 606 16A-30ad: Knee wall, asphalt shingles root mat, r-30 kw ins, 1/2" s 42 0.032 30.0 0.91 38 2.38 100 gypsum board int Insh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int Insh, 2"x4" 327 0.091 13.0 2.58 843 1.44 472 wood Irm, 16" o.c. stud Windows 1010-v: 2 glazing, Or low -e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, ne 19 0.370 0 10.5 199 17.9 340 1/8" thk; NFRC rated (SHGC=0.28); 9 it overhang (6.7 it window ht, 0.33 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low -e outr, air gas, vnl Irm mat, clr innr, 1/4" gap, e 8 0.340 0 9.62 77 9.83 79 1/8" Ihk; NFRC rated (SHGC=0.26); 5D% drapes, medium; 8 it overhang (4 ft window ht, 0.33 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir low -e ouir, air gas, vnl Irm mat, clr innr, 1/4" gap, a 15 0.340 0 9.62 144 26.4 396 1/8" thk; NFRC rated (SHGC=0.26); 50% drapes, medium; 1 it overhang (5 ft window ht, 4.5 it sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl Irm mat, clr innr, 1/4" gap, a 15 0.340 0 9.62 144 26.4 396 1/8" thk; NFRC rated (SHGC=0.26); 50% drapes, medium; 1 it overhang (5 it window ht, 5.83 ft sep.); 6.67 ft head ht 2A-2ov 2 glazing, clr low -e ouir, air gas, vnl Irm mat, clr innr, 1/4" gap, e 9 0.340 0 9.62 88 11.4 104 1/8" thk; NFRC rated (SHGC=0.26); 8 ft overhang (4.2 it window ht, 1 ft sep.); 6.67 it head ht 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl Irm mat, clr innr, 1/4" gap, w 60 0.340 0 9.62 577 28.8 1727 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 it overhang (5 ft window ht, 0.83 ft sep.); 6.67 It head ht 2016 -Jun -2711.27:41 c wri htsoft' 9 Righl-Suile® Universal 2017 17 0 03 RSU24011 Page 1 ACCA...rookeTHBirchGLENLo1142ThornBrookeTHBirchGLE rup Calc = MJ8 House laces. E IOC -v: 2 glazing, clr low -e outr, air gas, vnl Irm mat, clr innr, 1/4" gap, w 21 0.500 0 14.1 302 16.4 350 1/8" thk; NFRC rated (SHGC=0.32); 7 ft overhang (8 H window ht, 0 ft sep.); 6.67 fl head ht 2A-2ov: 2 glazing, cir low -e ouir, air gas, vnl Irm mat, cir innr, 1/4" gap, w 58 0.340 0 9.62 561 11.7 683 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 7 It overhang (6.3 fl window ht, 0 ft sep.); 6.67 R head ht Doors 11 DO: Door, wd sc type a 24 0.390 0 11.0 265 12.0 288 n 18 0.390 0 11.0 196 12.0 213 all 42 0.390 0 11.0 461 12.0 501 Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1089 0.032 30.0 0.91 986 1.74 1890 gypsum board int fnsh Floors 20P-191: Fir floor, Urn fir, 12" thkns, r-19 cav ins, amb ovr 6 0.050 19.0 1.41 8 0.71 4 20P-191: Fir floor, Irm fir, 12" thkns, r-19 cav ins, gar ovr 249 0.050 19.0 1.41 352 0.71 177 22A-ipl: Bg floor, light dry soil, on grade depth 27 0.989 0 28.0 756 0 0 C Wri htSOft• 2016 -Jun -271127:41 9 Right-Suile® Universal 2017 17.0.03 RSU24011 Page 2 A . rookeTHBirchGLElLo1142ThornBrookeTHBirchGLE.rup Calc = WEI House laces E wrightsofC Project Summary Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Homes Notes: 12/12/14 GCR 1/6/14 GCR RVSD 6/25/16 JA LS 6/27/16 JA Weather: Orlando Intl AP, FL, US Job: Lo1142ThornBrookeTHB... Date: 7/10/2014 By: FJF Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 11242 Btuh Structure 15412 Btuh Ducts 1730 Btuh Ducts 2750 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 12972 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 18162 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 3247 Btuh Ducts 541 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft2 1822 1822 Equipment latent load 3788 Btuh Volume fV) 16489 16489 Air changes/hour 0.50 0.26 Equipment total load 21950 Btuh Equiv. AVF (cfm) 137 71 Req. total capacity at 0.75 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-024-230-19 Cond 14HPX-024-230-19 AHRI ref 7045677 Coil CBX27UH-024-230'++TDR AHRI ref 7045677 Efficiency 9 HSPF Efficiency 13.5 EER, 16 SEER Heating input Sensible cooling 18900 Btuh Heating output 21800 Btuh @ 47°F Latent cooling 6300 Btuh Temperature rise 24 OF Total cooling 25200 Btuh Actual air flow 840 cfm Actual air flow 840 cfm Air flow factor 0.065 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 9 2016 -Jun -271127.41 Right-Suile® Universal 2017 ACC 17.0.03 RSU24011 Page 1 01 rookeTHBirchGLE\Lo1142ThornBrookeTHBirchGLE.rup Calc - MJ8 House laces E wrightsoft' Right -J® Worksheet Entire House DEL -AIR HEATING 8t AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone. 407-333-2665 ax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 142ThornBrookeTHBirch... Date: 7/10/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 73.2 If 8.6 11 1922.5 It2 family 17.5 It 9.3 It heal/cool 22.0 x 190 It 418.0 112 Ty Construction number U -value Btuh/112••F) Or HTM BI 112) Area (f12) or perimeter (II) Load BI h) Area (fl2) or perimeter (It) Load Bluh) Heal Cod Gross N/P/S Heal cod Gross N/P/S Heal Cool 6 Y f 12C Osw 1OC•v 0.091 0.370 no no 2.58 10.47 2.34 17.90 34 19 15 0 39 199 35 340 0 0 0 0 0 0 0 0 11 12C-Osw 2A-2ov 2A•2ov 2A•2ov 0.091 0.340 0.340 0.340 a a a a 2.58 9.62 9.62 9.62 2.34 9.83 26.42 26.42 152 8 15 15 114 8 0 0 294 77 144 144 267 79 396 396 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2ov 11DO 0.201 0.340 U9_0 a a e 5.69 9.62 11,g44 4 35 11.39 11.99 89 9 24 56 9 24 316 88 265 242 104 288 0 0 0 0 0 0 0 0 0 0 0 0 W 1210-0sw 0.091 s 2.58 2.34 8 8 21 19 0 0 0 0 W 130ad 0 2 s_ O'gi 2.3e 4 2 a2 3e 100 0 0 0 0 T_ 16_A- 12C-Osw G 2A•2ov 0.091 0.340 w w 2.58 9.62 2.34 28.79 176 60 116 0 299 577 272 1727 0 0 0 0 0 0 0 0 13A-2ocs 10C -v 2A•2ov 0.201 0.500 0.340 w w w 5.69 14.15 9.62 4.35 16.40 11.72 163 21 58 84 15 54 476 302 561 364 350 683 163 21 58 84 15 54 476 302 561 364 350 683 R 12C-0sw 11DO 0.091 0.390 n 2.58 11.04 1.44 11.99 345 18 327 18 843 196 472 213 42 0 42 0 108 0 61 0 C 160•30ad 0.032 0.91 1.74 1089 1089 986 1890 0 0 0 0 F 2OP-191 0.050 1.41 0.71 6 8 8 4 0 0 0 0 F 2OP•191 1.41 0.71 249 249 352 177 0 0 00 F 22A-lpi 0.989 27.99 0.00 834 27 756 0 418 18 490 0 6 c) AED excursion 2069 1442 Envelope losstgain 6979 104861 1936 2899 12 a) Infiltration b) Room ventilation 4263 0 1371 0 1048 0 337 0 13 Internal gains: Occupants @ 230 Appliances/other 5 1150 2405 3 690 0 Subtotal (Imes 6 to 13) 11242 15412 2985 3926 14 15 Less external load Less transfer Redslribulion Subtotal Duct loads 15% 18% 0 0 0 11242 1730 0 0 0 15412 2750 0% 01/6 0 0 0 2985 0 0 0 0 3926 0 Total room load Air required (cfm) 12972 840 18162 840 2985 193 3926 182 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 00- wrilghtsoft- 2016 -Jun -2711:27.41 Right-Suile® Universal 2017 17.0.03 RSU24011 Page 1 rookeTH8irchGLE%Lo1142ThornBrookeTHBirchGLE rup Calc = MJ8 House laces. E wrightsoftRight-J® Worksheet Entire House DEL -AIR HEATING & AIR CQNDITIONINC531CODISCOWAY, SANFORD, FL 32771 hone 407-333.2665 ax: 407.333.3853 Web: WWW.DEL-AIR.COM 1 Room name 2 Exposed wall 3 Room height 4 Room dimensions 5 Room area 0 Ty IConstruction heat/cool U12A-2ov number IN,— Job: Lot 142ThornBrookeTHBirch Date: 7/10/2014 By: FJF 01 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoTt' Right-SuileO Universal 2017 17.0 03 RSU24011 2016 -Jun -27 It Page 2 rookeTHBirchGLE\Lol142Thom8rookeTHBirchGLE.rup Calc = MJ8 House faces E Et.] n•GVW kitchen/cale powder 2.58 2.34 9.5 It 0 0 It 0 0 93 It heat/cool 9.3 11 heat/cool U12A-2ov 2A -20v2A•20v 1.0 x 386.0 It 40 x 7.5 II 9.83 0 386.0 It2 30.0 42 0 lue Or HTM Area (112) Load Area (112) Load 12-•F) 9.62 Btuwllt or perimeter (11) Bluh) or perimeter (II) Btuh) 0 0 Heat Cod Gross 1 N/P/S Heat I Cod Gross N/P/S Heat Cod 0 0 0 0 0 In V/ 6 13A-20cs tOC•v 2A -ZDV 0.201 0.500 0.340 w w w 5.69 14.15 9.62 435 1640 1172 0.091 n•17n ne 2.58 to A7 2.34 17 On 0 n 0 0 0 0 n 0 n 0 n 0 n 0 n 0 n 01 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoTt' Right-SuileO Universal 2017 17.0 03 RSU24011 2016 -Jun -27 It Page 2 rookeTHBirchGLE\Lol142Thom8rookeTHBirchGLE.rup Calc = MJ8 House faces E Et.] n•GVW 0. 091 V.N1 0.340 0_390 2.58 2.34 0 0 0 0 0 0 0 0 U12A-2ov 2A -20v2A•20v 0.340 @ 9.62 9.83 0 0 0 0 0 0 D 0 2A -2w 0.340 a 9.62 26.42 0 0 0 0 0 0 0 0 y/-- G 12C-Os w 2A-2ov 0.340 B 9.62 26.42 0 0 0 0 0 0 0 0 01 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoTt' Right-SuileO Universal 2017 17.0 03 RSU24011 2016 -Jun -27 It Page 2 rookeTHBirchGLE\Lol142Thom8rookeTHBirchGLE.rup Calc = MJ8 House faces E Et.] n•GVW I 2ov 11 DO V.N1 0.340 0_390 V a q 1.0.7 9.62 11_04 Y. J.7 11.39 11.99 Ou 9 24 O 9 24 1110 88 265 LMC 104 288 V 0 0 V 0 0 V 0 Q W 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 W 1 fiA-901ad 9_03_2 s 0.91 2 38 0 0 0 0 0 0 Q y/-- G 12C-Os w 2A-2ov 0.091 0.340 w w 2.58 9.62 2.34 28.79 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V/ 6 13A-20cs tOC•v 2A -ZDV 0.201 0.500 0.340 w w w 5.69 14.15 9.62 435 1640 1172 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L -D 12C-Osw 11 D0 0.091 0.390 n 2.58 11.04 1.44 11.99 303 18 285 18 735 196 412 213 0 0 0 0 0 0 C 16B•30ad 0.032 0.91 1.74 0 0 0 0 0 0 0 F 2OP-191 0_050 1.41 0.71 0 0 0 0 0 0 0 F P -19t 0.050 1.41 9.71 0 0 0 U F 22A-ipl 0.989 27.99 0.00 386 10 266 0 30 0 0 6 c) AED excursion 136 Envelope loss/gain 1866 11221 0 12 a) Infiltration b) Room ventilation 569 0 183 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 1200 0 Subtotal pines 6 to 13) 2435 2735 0 14 15 Less external load Less Iranster Redistribution Subtotal Duct loads 1•0% 0%1 0 0 0 2435 0 0 0 0 2735 0 01/6 0'/ 0 0 0 0 0 Total room load Air required (cIm) 2435 1581 2735 127 1 0 0 01 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoTt' Right-SuileO Universal 2017 17.0 03 RSU24011 2016 -Jun -27 It Page 2 rookeTHBirchGLE\Lol142Thom8rookeTHBirchGLE.rup Calc = MJ8 House faces E wrightsoft' Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 ax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Loll 42ThornBrookeTHBirch... Date: 7/10/2014 By: FJF 1 Room name 2 Exposed wall 3 Room height 4 Room dimensions 5 Room area 8.0 It Ty IConstruction heattcool number Job: Loll 42ThornBrookeTHBirch... Date: 7/10/2014 By: FJF VVV II 12C-OSw 0.091 @ 2.58 2.34 O 0 0 0 0 0 0 O 2A•2ov 0.340 @ 962 9.83 0 0 O 0 0 0 O 0 2A-2ov 0.340 a 9.62 26.42 0 0 0 0 0 0 0 0 2A -20v 0.340 a1: 9.62 26.42 0 0 0 0 0 0 0 0 r 2A 2ov 0.340 e 1 9.6211 11.39 OI 01 01 01 OI 01 01 OI IjA zoos u.zv1 W 0.0`J 4.:70 V V V v V U V V 10C.v 0.500 w 14.15 16.40 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 11.72 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 6 c) AED excursion 1416 1 1 413 Envelope loss/gam 585 1707 620 1751 12 a) Inlillration 539 173 591 190 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1124 1881 1211 1941 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1124 1881 1211 1941 15 Duct loads 30% 31% 334 591 301% 1 31% 360 610 Total room bad 14582472 1571 2552 Air required (clm) 94 114 102 118 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsOTt- 2016 -Jun -27 11.27.41 Right -Suite® Universal 2017 17.0.03 RSU24011 Page 3 rookeTHBirchGLE\Lo1142ThornBrookeTHBirchGLE rup Calc = MJ8 House laces: E nn 3 rm 2 10.5 11 11.5 If 8.0 It heal/cool 8.0 It heattcool 10.5 x 16.5 It 11.5 x 16.5 11 173.3 1112 189.8 112 U•value Or HTM Area (1112) Load Area (1112) Load Btuh/flz'F) at 119 or perimeter (fl) at h) or perimeter (It) Btuh) Heal Cod Gross NIP/S Heat Cod Gross N/P/S Heat Cool 0.091 n9,m ne 2.58 n A7 2.34 17an 0 A 0 n 0 A 0 n 0 n 0 n 0 n 0 n VVV II 12C-OSw 0.091 @ 2.58 2.34 O 0 0 0 0 0 0 O 2A•2ov 0.340 @ 962 9.83 0 0 O 0 0 0 O 0 2A-2ov 0.340 a 9.62 26.42 0 0 0 0 0 0 0 0 2A -20v 0.340 a1: 9.62 26.42 0 0 0 0 0 0 0 0 r 2A 2ov 0.340 e 1 9.6211 11.39 OI 01 01 01 OI 01 01 OI IjA zoos u.zv1 W 0.0`J 4.:70 V V V v V U V V 10C.v 0.500 w 14.15 16.40 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 11.72 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 6 c) AED excursion 1416 1 1 413 Envelope loss/gam 585 1707 620 1751 12 a) Inlillration 539 173 591 190 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1124 1881 1211 1941 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1124 1881 1211 1941 15 Duct loads 30% 31% 334 591 301% 1 31% 360 610 Total room bad 14582472 1571 2552 Air required (clm) 94 114 102 118 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsOTt- 2016 -Jun -27 11.27.41 Right -Suite® Universal 2017 17.0.03 RSU24011 Page 3 rookeTHBirchGLE\Lo1142ThornBrookeTHBirchGLE rup Calc = MJ8 House laces: E r 2A 2ov 0.340 e 1 9.6211 11.39 OI 01 01 01 OI 01 01 OI IjA zoos u.zv1 W 0.0`J 4.:70 V V V v V U V V 10C.v 0.500 w 14.15 16.40 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 11.72 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 6 c) AED excursion 1416 1 1 413 Envelope loss/gam 585 1707 620 1751 12 a) Inlillration 539 173 591 190 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1124 1881 1211 1941 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1124 1881 1211 1941 15 Duct loads 30% 31% 334 591 301% 1 31% 360 610 Total room bad 14582472 1571 2552 Air required (clm) 94 114 102 118 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsOTt- 2016 -Jun -27 11.27.41 Right -Suite® Universal 2017 17.0.03 RSU24011 Page 3 rookeTHBirchGLE\Lo1142ThornBrookeTHBirchGLE rup Calc = MJ8 House laces: E Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsOTt- 2016 -Jun -27 11.27.41 Right -Suite® Universal 2017 17.0.03 RSU24011 Page 3 rookeTHBirchGLE\Lo1142ThornBrookeTHBirchGLE rup Calc = MJ8 House laces: E wrightsof ' Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone. 407-333.2665 Fax. 407-333-3853 Web. WWW DEL -AIR COM 1 Room name 2 Exposed wall 3 Room height 4 Room dimensions 5 Room area V Ty IConstruction heal/cool 8.0 fl number 6 VM C 12C'Osw D.D9t a 2. 5620v 00. 340 9 .1-1 2.34 D D 0 0 D 0 U U 0 02A -20v 0._ 1t FT -j-1 0.340 e l 9.62 26.421 O 1 OI 0 0 Ds 01 I 001 D U Job: Lot 142ThornBrookeTHBirch Date: 7/10/2014 By: FJF Vh1.]M•GVF1 c) AED excursion blh 2 msir bth U ow 9. J.7 V 0 It V 0 It V V 8.0 It heal/cool 8.0 fl heal/cool 0.340 a 11.0 x 5.5 It 6.5 x 15.0 If 0 0 60.5 It= 0 97.5 IP 0 U -value Or HTM Area (119 Load Area (I12) Load IIuI /112-1) 0 BI f12) or perimeter (Il) BI h) or perimeter (It) Btuh) Heal I Cod Gross NIP/S Heat Cod Gross I WP/S Heat Cod 0 0 0 0 0 W j-6-A_30ad 0_033_ 0 0.91 2.38 Q 0 0 0.091A97A rte 2.58 A A7 2.34 t 7 AA 0 A 0 A 0 A 0 A 0 A 0 A 0 A 0 A Vh1.]M•GVF1 c) AED excursion V.NI @ U ow 9. J.7 V V V V V V V V 55 2A•2ov 0.340 a 9.62 11.39 0 0 0 0 0 0 0 0 0 11 D 090 b) Room ventilation 11. 11.9 Q 0 0 0 Q 0 0 Internal gains: Occupants @ 230 W 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 W j-6-A_30ad 0_033_ 0 0.91 2.38 Q 0 0 0 0 Q 0 0 Vj! 12C -0s w 0.091 w 2.58 2.34 0 0 0 0 0 0 0 0 G 2A -20v 0.340 w 9.62 28.79 0 0 0 0 0 0 0 0 V 13A-20cs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 I--( 10C -v 0.500 w 14.15 16.40 0 0 0 0 0 0 0 0 1 2A•20v 0.340 w 9.62 11.72 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 258 1.44 0 0 0 0 0 0 0 0 O 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 61 c) AED excursion 1•5 1 1 10 Envelope loss/on 55 100 157 194 12 a) Inliltralion 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 155 100 157 194 Less external load 0 0 0 0 Less transler 0 0 0 0 Redstribution 0 0 0 0 14 Subtotal 55 100 157 194 15 Duct loads 30% 31% 16 31 301/6 31% 47 61 Total room load 71132 204 255 Air required (cfm) 5 6 1 3 12 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wrigF tsoTt' 2016 -Jun -27 11 27 41 Right-SulleO Universal 2017 17 0 03 RSU24011 age4 rookeTHBirchGLE\Lo1142ThornBrookeTHBirchGLE rup Calc = MJ8 House faces, E wrightsoft' Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITI% ING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-3 -2665 Fax: 407.333-3853 Web. WWW.DEL-AIR COM Job: Lo1142ThornBrookeTHBirch... Date: 7/10/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr rm 20.2 It 8.0 11 heal/cool 1.0 x 232.5 1t 232.5 IF mstr w1c 0 11 8.0 It heal/cool 7.0 x 8.0 It 56 0 112 Ty Construction number U -value Bluh/II2•F) Or HTM 81 112) Area (I12) or perimeter (II) Load BI h) Area (112) or perimeter (11) Load Bluh) Heat Cool Gross N/P/S Heat Cool Grass N/P/S Heal Cod 6 W Ali 12C•Osw 10C•y 0.091 0.370 ne no 2.58 1047 234 17.90 34 19 15 0 39 199 35 340. 0 0 0 0 0 0 0 0 11 12C-Osw 2A-2ov 2A•2ov 2A-2ov 0.091 0.340 0.340 0.340 a a a a 2.58 9.62 9.62 9.62 2.34 9.83 26.42 26.42 120 0 15 15 90 0 0 0 232 0 144 144 211 0 396 396 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A•2ocs 2A-2ov 11D0 0.201 0.340 0.M a a e 5.69 9.62 11.4 4.35 11.39 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.58 2.34 8 8 21 19 0 0 0 0 W 1 _Xad 0.032 0.91 2.38 2.34 28.79 42 42 38 1Q0 0 0 0 0 V1l C 12C -Os w 2A•2ov 0.091 0.340 w w 2.58 9.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A•2ocs 10C -v 2A•2ov 0.201 0.500 0.340 w w w 5.69 14.15 9.62 4.35 16.40 11.72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 0 12C -Os w 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B=30ad 0.032 0.91 1.74 233 233 211 56 51 97 F 2OP•191 0.050 1.41 0.71 6 6 8 4 0 0 0 0 2OP-191 0.050 1.41 0.71 159 159 225 113 41 411 Sa 29 F 22A-tpt 0.989 27 99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 15 6 Envelope loss/gain 1260 2033 109 120 12 a) IMrllration b) Room ventilation 1310 0 421 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 600 0 0 0 Subtotal (lines 6 to 13) 1 2570 3284 109 120 14 15 Less external load Less Iransler Redistribution Subtotal Duct loads 30'/0 31% 0 0 0 2570 764 0 0 0 3284 1033 309/6 31% 0 0 0 109 32 0 0 0 120 38 Total room load Air required (clm) 3333 216 4317 200 1 1 141 9 158 7 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2016 -Jun -27 11:27.41 Right -Style® Universal 2017 17.0.03 RSU24011 Page 5 rookeTHBvchGLE%LoII42ThornBrookeTHBirchGLE rup Calc = MJ8 House laces E wrightsoft• Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM 1 Room name 2 Exposed wall 3 Room height 4 Room dimensions 5 Room area 3.5 x 7.0 It 24.5 IF Ty IConstruction Or HTM number 6t12C- vtOC- v11 Job: Lot 142ThornBrookeTHBirch Date: 7/10/2014 By: FJF I v— G 1'2A 2ov s 1 0.3401 e 1 9.621 11.391 01 OI OI OI OI OI O I O rE 2A-2ov 0.340 w9. 62r 9 0 000013A -tors 0.201 w 5.695 0 0 0 0 0 0 0 0 10C•v 0.500 w 14.150 0 0 0 0 0 0 0 0 2A•2ov 0.340 w 9.622 0 0 0 0 0 0 0 0 12C-Osw 0.091 - 2.584 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.049 0 0 0 0 0 0 0 0 6 mstr we laundry 1•2 0 11 4.0 1t 00 8.0 It heal/cool 8.0 Il heat/cool 0 3.5 x 7.0 It 24.5 IF 1.0 x 254.5 11 254.5 W U -value Or HTM Area (112) Load Area (It2) Load ltu11/II;•F) 0 Btu1V112) or perimeter (11) Bluh) or perimeter (fl) Btuh) Hat Cod Gross N/P/S Heat Cod Gross N/P/S Heat0.091 0 0 0 0 0 0 0 0 2A-2ov 0 340 a 9.62 26.42 0 0 0 ne 2.58 2.340 0 0 0 0 0 0 Subtotal (lines 6 to 13) I v— G 1'2A 2ov s 1 0.3401 e 1 9.621 11.391 01 OI OI OI OI OI O I O rE 2A-2ov 0.340 w9. 62r 9 0 000013A -tors 0.201 w 5.695 0 0 0 0 0 0 0 0 10C•v 0.500 w 14.150 0 0 0 0 0 0 0 0 2A•2ov 0.340 w 9.622 0 0 0 0 0 0 0 0 12C-Osw 0.091 - 2.584 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.049 0 0 0 0 0 0 0 0 6 12C -0a2.58 1•2 2.34 00 0 3 24 62 56 22 2A•2ov 0.340 a 9.62 9.83 0 0 0 0 8 8 77 79 205 2A•2ov 0.340 a 9.62 26.42 0 0 0 0 0 0 0 0 0 2A-2ov 0 340 a 9.62 26.42 0 0 0 0 0 0 0 0 I v— G 1'2A 2ov s 1 0.3401 e 1 9.621 11.391 01 OI OI OI OI OI O I O rE 2A-2ov 0.340 w9. 62r 9 0 000013A -tors 0.201 w 5.695 0 0 0 0 0 0 0 0 10C•v 0.500 w 14.150 0 0 0 0 0 0 0 0 2A•2ov 0.340 w 9.622 0 0 0 0 0 0 0 0 12C-Osw 0.091 - 2.584 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.049 0 0 0 0 0 0 0 0 6 c) AED excursion 1•2 1 59 Envelope loss/gain 22 41 369 518 12 a) Infiltration 0 0 205 66 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/olher 0 1 600 Subtotal (lines 6 to 13) 22 41 5751 1184 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22 41 575 1184 151 Duct bads 301/6 31% 71 131 309/6 31% 171 372 Total room load 29 53 1 746 1556 Air required (cfm) 2 2 1 48 72 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2016 -Jun -27 11.27,41 Righl-Suile® Universal 2017 17.0.03 RSU24011 Page 6 rookeTHBirchGLENLo1142ThornBrookeTHBirchGLE.rup Cato - MJ8 House laces: E Duct System Summary Job: Lot142ThornBrookeTHB... wrightsoft* Date: 7/10/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW DEL -AIR COM For: Taylor Morrison Homes External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.190 in/100ft 840 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.190 in/100ft 840 cf m 126 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mail Actual Ln (ft) Ftg.Egv Ln (ft) Trunk blh 2 c 132 5 6 0.251 4.0 Ox 0 VIFx 10.5 85.0 st2 family h 2985 193 182 0.190 8.0 0x0 VIFx 31.4 95.0 Sit kitchentcale h 2435 158 127 0.201 7.0 Ox 0 VIFx 24.2 95.0 SO laundry c 1556 48 72 0.252 5.0 Ox 0 VIFx 10.2 85.0 st2 mstr bth h 204 13 12 0.245 4.0 Ox 0 VIFx 13.0 85.0 st2 mstr rm h 3333 216 200 0.236 8.0 Ox 0 VIFx 16.8 85.0 st2 mslr we c 53 2 2 0.259 4.0 Ox 0 VIFx 7.8 85.0 st2 mslr wic h 141 9 7 0.251 4.0 Ox 0 VIFx 10.5 85.0 s12 Powder c 5 0 0 0.198 4.0 Ox 0 VIFx 26.1 95.0 SO rm 2 c 2552 102 118 0.198 6.0 Ox 0 VIFx 21.2 100.0 st3 rm 3 c 2472 94 114 0.196 6.0 Ox 0 VIFx 22.2 100.0 st3 C Wrl htsoft' 2016 -Jun -2711:27:42 9 Righl.Sude® Universal 2017 17.0.03 RSU24011 Page 1 ACCA < rookeTHBirchGLE\Lo1142ThornBrookeTHBirchGLE.rup Calc = MJ8 House faces: E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 351 308 0.190 643 10.0 0 x 0 VinlFlx st2 Peak AVF 489 532 0.196 677 12.0 0 x 0 VinlFlx st3 Peak AVF 196 232 0.196 666 8.0 0 x 0 VinlFlx st2 C Wrl htsoft' 2016 -Jun -2711:27:42 9 Righl.Sude® Universal 2017 17.0.03 RSU24011 Page 1 ACCA < rookeTHBirchGLE\Lo1142ThornBrookeTHBirchGLE.rup Calc = MJ8 House faces: E Name Grill Size (in) Htg cfm) Clg cfm) TEL it) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rbi Ox 0 840 840 0 0 0 0 Ox 0 VIFx C wri htsoft' 2016 -Jun -2711:27:42 9 Right-Sude® Universal 2017 17.0.03 RSU24011 Page 2 rookeTHBirchGLElLotl42ThornBrookeTHBirchGLE.rup Calc = MJ8 House laces: E FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS. Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085. Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 7 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have light -fitting flue dampers and outdoor combustion air. R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/LS 2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psi (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). Al least one thermostat shall be provided for each separate healing and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)NII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2 7.2 of the Commercial Provisions of this code and shall be shown to meet duct lightness criteria by post -construction or rough -in testing below Duct lightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage lest is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/27/2016 11.30 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41•C) or below 55•F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can tum off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Yz inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage lank. R403.4.4 Water heater efficiencies (Mandatory). Water heater efficiencies 7 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature selling range shall be from 100•F to 1407 (38•C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. 7 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403 4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TMA, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 7 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403.5.1. Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. 7 R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2• No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3• If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise 7 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/27/2016 11:30 AM EnergyGaugeO USA - FlaRes2014 - Section R405 4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9 1 through R403.9.3 and in accordance with ANSI/APSP-15 The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 7 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 6/27/2016 11.30 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 I A/C SLAB z ZT, 42X42 BY BLDR MIN cel 2' FROM WALL g p CONLang eta a_ _ ' S `N 4 —6 "Op -.a- a TVG ZINE Bedroom3 g U- IIQ, EYVEttRAWERSYSTEMRAWE MAE i40v. tr.ns Bedroom 2 E)aro 12 GA, iO and 10 Famt ly Q surd to I µQ T,167201 ONDA6 10.6 11 41 ao IBATS TN63ZONOO m 0 IiCsd A w U1"PG14. 0 C7735A 1000 10 4• &"r dct I. ca leo 2A Tal V/SKv e240V IPN 10.10 a. n0• A 2 4 1. to roof coo Zlu` c L 20.12 red I O S 12 ra I I dr er vent ha 1 I D D g Cate ANU NAMGNri IN ATTICIstole -1/01•110• 10.6cd. 70 " w wU U CU U7 n 3' both duct Q D OJ( U lot . 1x•. 12• to roof cap SXPAW o 1D U lZ07. w/ fan S 16.1 0 Nutone 696RNB eMc., aAc 0.4 yd O m4. 7•Idtchen vent ""6 QE 4' bath duct I to roof c. 0 - x to watt cap eo 1. d w/fan 14' , Nutone 696RNJ o I t•Car Gars .raQ B• IW 16 fbrae M- • us ncd I zoo I z O Owners I v 1 1Suite Suite w I I 1 I O O 1 i 0 J cU 0 :1 Z U I U mal--- HO a Co -) O z Tr.nsfer ducts/grilles, sexed In ca ok ct .ith fl*,W. Resldentbl U pq J tL Rating o Blid6p Cede - M1602.4 Balanced RetIA•n Ah-, e.cfoUams 1-1 BalderaMainFloor Plan o : .• er=. 0 Mr W. . n n„st P"vW unrestricted I bch unwrcut on doors to h bitable rooms. a: N U., •• > Co Z Tradition Q m a 5 -10 5 Q a; Must have a nlnlnun clearance of 4 Inches around the air handler per the State Energy code. Atl duct has an r=6 Insulation value. lb CL J N O RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 143ThornBrookeTHBirchGRE Builder Name. Taylor Morrison Homes Street: Permit Office: / C16City, Slate, Zip: FL, Permit Number: Owner: Jurisdiction: -6910M Design Location: FL, Sanford C'A f Gait) 1. New construction or existing New (From Plans) 9. Wall Types (2455.8 sgft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Common R=13.0 1488.40 ft' b. Frame - Wood, Exterior R=13.0 370.00 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 345.33 ft' 4. Number of Bedrooms 3 d. other (see details) R= 252.00 ft' 10. Ceiling Types (1184 0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1144.00 117 6. Conditioned floor area above grade (ft') 1822 b. Knee Wall (Vented) R=30.0 40.00 ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(205.8 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 364.4 a. U -Factor: Dbl, U=0.34 177.92 ft' SHGC: SHGC=0.29 b. U -Factor: Dbl, U=0.37 18.89 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.28 a. Central Unit 25.2 SEER:16.00 c. U -Factor: Dbl, U=0.34 9.03 ft' SHGC: SHGC=0.26 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft' a. Electric Heat Pump 21.8 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 4.643 ft. Area Weighted Average SHGC- 0.288 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1832 0 sgft.) Insulation Area EF. 2.400 a. Slab -On -Grade Edge Insulation R=0.0 824.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 743.00 ft' None c. other (see details) R= 265.00 ft' 15. Credits Pstat Glass/Floor Area: 0.113 Total Proposed Modified Loads: 40.86 PASSTotalBaselineLoads: 41.23 1 hereby certify that the plans and specifications covered by Review of the plans and tNE Sr this calculation are in compliance with the Florida Energy specifications covered by this y _ = AOS Code. calculation indicates compliance with the Florida Energy Code. 14. fill JT PREPARED BY. Before construction is completed a Z° DATE: 6/27./_1.6 this building will be inspected for compliance with Section 553.908 o I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. Cob 0 OWNER/AGENT:. - - BUILDING OFFICIAL: DATE: DATE:TS.W_frG Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 6/27/2016 12:03 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 6/27/2016 12:03 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 PROJECT Title. Lot143ThomBrookeTHBirchG Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1822 Lot # Owner. Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Homes Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Family Type: Multi -family FL , New/Existing: New (From Plans) Comment: CLIMATE V IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL—ORLANDO SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1822 15647.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 824 7663.2 Yes 4 0 1 Yes Yes Yes 2 Floor 2 998 7984 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Raised Floor Floor 2 6 ft' 19 0 0 1 2 Floor over Garage Floor 2 ___ 259 R' 19 0.2 0 0.8 3 Slab -On -Grade Edge Insulatio Floor 1 27 H 0 824 R' 0.2 0 0.8 4 Floor Over Other Space Floor 2 ___ ____ 743 R' 0 0.2 0 0.8 ROOF J Roof Gable Roof Solar SA Emitl Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1218 fl' 272 W Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1089 ft' N N 6/27/2016 12:03 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 6/27/2016 12.03 PM EnergyGauge® USA - FlaRes2014 Section R405 4 1 Compliant Software Page 3 of 5 CEILING Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Knee Wall (Vented) Floor 1 30 40 ft' 0.11 Wood 2 Under Attic (Vented) Floor 1 30 1144 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Oml To Wall_T.ype Space R_Value-Et-In-El In Area-R_Value-Eracbon-Absor._Grade%_ 1 W Exterior Frame - Wood Floor 2 13 22 0 8 0 176.0 ft' 0 0.23 0.6 0 2 W Exterior Concrete Block - Int Insul Floor 1 4.1 17 6 9 4 163.3 ft' 0 0 0.6 0 3 N Exterior Frame - Wood Floor 2 13 1 0 8 0 8.0 ft' 0 0.23 0.6 0 4 E Exterior Frame - Wood Floor 2 13 19 0 8 0 152.0 ft' 0 0.23 0.6 0 5 E Exterior Concrete Block - Int Insul Floor 1 4.1 9 6 9 4 88.7 ft' 0 0 0.6 0 6 SE Exterior Frame - Wood Floor 2 13 4 3 8 0 34.0 ft' 0 0.23 0.6 0 7 Garage Frame - Wood Floor 1 13 37 0 9 4 345.3 W 0 0.23 0.01 0 8 S Neighbor Frame - Wood Floor 1 13 47 9 4 438.7 ft' 0.23 0.6 0 9 N Neighbor Frame - Wood Floor 1 13 29 4 9 4 273.8 ft' 0.23 0.6 0 10 S Neighbor Frame - Wood Floor 2 13 47 8 376.0 ft' 0.23 06 0 11 N Neighbor Frame - Wood Floor 2 13 50 8 400.0 ft' 0.23 06 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 E Insulated Floor 1 None 4 3 8 24 ft' 2 Wood Floor 1 None 46 2 8 8 21.3 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 W 1 Vinyl Low -E Double Yes 0.34 0.29 60.0 ft' 1 ft 0 in 0 ft 10 in Drapes/blinds None 2 W 2 Vinyl Low -E Double Yes 0.34 0.29 21.3 ft' 7 ft 0 in 0 ft 0 in None None 3 W 2 Vinyl Low -E Double Yes 034 029 58.6 ft' 7 ft 0 in 0 ft 0 in Drapes/blinds None 4 E 4 Vinyl Low -E Double Yes 0.34 0.29 8.0 ft' 8 ft 0 in 0 ft 4 in Drapes/blinds None 5 E 4 Vinyl Low -E Double Yes 0.34 0.29 15.0 ft' 1 ft0 in 4 ft 6 in Drapes/blinds None 6 E 5 Vinyl Low -E Double Yes 0.34 0.26 9.0 ft' 8 ft 0 in 1 ft 0 in None None 7 SE 6 Vinyl Low -E Double Yes 0.37 0.28 18.9 ft' 9 ft 0 in 0 ft 4 in None None 8 E 4 Vinyl Low -E Double Yes 0.34 0.29 15 0 ft' 1 ft 0 in 5 ft 10 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 259 ft' Oft' 64 ft 9.3 ft 1 6/27/2016 12.03 PM EnergyGauge® USA - FlaRes2014 Section R405 4 1 Compliant Software Page 3 of 5 FORM R405-2014 6/27/2016 12:03 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000273 1303.9 71.58 134.62 .2452 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 21.8 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 25.2 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump Garage 2.4 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS J --- Supply - Location R -Value Area Return---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 364.4 ft Attic 91.1 ft' Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Cooling(r Jan jj ]] Feb jjj Mar HealinfX} Jan jX] Feb fX} Mar Ventin [ 1 Jan [) Feb lX1 Mar Ceiling Fans: r) A r r Ma [X] Jun X Jul JXJ Au jX] Se j ] Oct j ] Apr j May [ ] Jun 4 ] Jul Au[ ] Sep [ ] Oct X) A r [ Ma [) Jun [ ] Jul Aug [) Se [X) Oct Nov XNov X Nov H Dec Dec Dec 6/27/2016 12:03 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/27/2016 12:03 PM EnergyGauge® USA - FlaRes2014 Section R405.4 1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Common R=130 1488 40 fl' b. Frame - Wood, Exterior R=13.0 370.00 fl' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 345.33 fl' 4 Number of Bedrooms 3 d. other (see details) R= 252.00 fl' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1144.00 fl= 6. Conditioned floor area (ft') 1822 b. Knee Wall (Vented) R=30.0 40.00 W 7. Windows" Description Area c. N/A R= ft' a. U -Factor: Dbl, U=0.34 177.92 fl' 11 Ducts a. Sup: Attic, Ret: Attic, AH: Attic R ft' 6 364.4 SHGC: SHGC=0.29 b. U -Factor. Dbl, U=0 37 18 89 ft' SHGC: SHGC=0.28 12. Cooling systems kBtu/hr Efficiency c. U -Factor: Dbl, U=0 34 9.03 fl' a. Central Unit 25.2 SEER:16.00 SHGC: SHGC=0.26 d. U -Factor: N/A ft' 13. Heating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 21.8 HSPF:9 00 Area Weighted Average Overhang Depth: 4.643 It Area Weighted Average SHGC: 0.288 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a Slab -On -Grade Edge Insulation R=0.0 824.00 fl' a. Electric EF: 2.4 b. Floor Over Other Space R=0.0 743.00 fl' c. other (see details) R= 265.00 fl' b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Note: This is not a Building Energy Rating. If your Index is below 70, your home may quality for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/27/2016 12.03 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 143ThomBrookeTHBirchGRE Builder Name: Taylor Morrison Homes Street: Permit Office: City, Stale, Zip: FL, Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/27/2016 12:04 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include O This checklist D A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). O Energy Performance Level (EPL) Display Card (one page) D Mandatory Requirements(three pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report(usually one page) D If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v4.0 6/27/2016 12:03:38 PM Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name. Lot 1 43ThornBrookeTHBirchGR E Builder Name: Taylor Morrison Homes Street: Permit Office: City, State, Zip. FL, Permit Number: Design Location: FL, Sanford Jurisdiction: 691000 Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): E LA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: O THE STgT 6/27/2016 12.04 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Softwar Page 1 of 1 wrightsoft• Manual S Compliance Report Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Homes Job: Lot143ThornBrookeTHB... Date: 7/10/2014 By: FJF Design Conditions Equipment type: Split ASHP Manufacturer: Outdoor design DB: 92.5°F Sensible gain: 17963 Btuh Entering coil DB: 76.0°F Outdoor design WB: 76.3°F Latent gain: 3788 Btuh Entering coil WB: 63.0°F Indoor design DB: 75.0°F Total gain: 21751 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBX27UH-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 18559 Btuh 103% of load Latent capacity: 4046 Btuh 107% of load Total capacity: 22605 Btuh 104% of load SHR: 82% Design Conditions Outdoor design DB: 41.7°F Heat loss: 12972 Btuh Entering coil DB: 69.7°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBX27UH-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22363 Btuh 172% of load Capacity balance: 29 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type Manufacturer: Actual airflow: Output capacity: Elec strip Model: 840 cfm 3.8 kW 101% of load Temp. rise: 15 °F The above equipment was selected in accordance with ACCA Manual S. C wri htsoft 2016 -Jun -27 12 02.49 9 ' Right-Suile® Universal 2017 17.0 03 RSU24011 Page 1 X01 . lookeTHBirchGRE\Lo1143ThornBrookeTHBirchGRE rup Calc = MJ8 House laces. E Component Constructions Job: Lot143ThornBrookeTHB... d- wrightsoft- Date: 7/10/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax: 407.333-3853 Web: WWW DEL-AIR.COM For: Taylor Morrison Homes Location: Or Indoor: Heating Cooling Orlando Intl AP, FL, US Loss Indoor temperature (°F) 70 75 Elevation: 95 ft 11' Design TD (°F) 28 18 Latitude: 280N BWhW Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: n 8 Daily range (°F) - 17 ( M) Method Simplified 2.34 Wet bulb (°F) - 76 Construction quality Average 0.091 Wind speed (mph) 15.0 7.5 Fireplaces 0 267 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain 0 9.62 11' BWh/IIJ -F M-•F/BWh BWhW BNA BWhW BWh Walls 26.4 396 15 0.340 0 9.62 144 26.4 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 8 0.091 13.0 2.58 21 2.34 19 fnsh, 2"x4" wood Irm, 16" o.c. stud a 114 0.091 13.0 2.58 294 2.34 267 9.62 se 15 0.091 13.0 2.58 39 2.34 35 W 116 0.091 13.0 2.58 299 2.34 272 all 253 0.091 13.0 2.58 651 2.34 593 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum a 56 0.201 0 5.69 316 4.35 242 board int fnsh w 84 0.201 0 5.69 476 4.35 364 all 139 0.201 0 5.69 792 4.35 606 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" s 42 0.032 30.0 0.91 38 2.38 100 gypsum board int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.26); 50% drapes, medium; 8 ft overhang (4 ft window ht, 0.33 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl Irm mat, clr innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.26); 50% drapes, medium; 1 ft overhang (5 ft window ht, 4.5 it sep.); 6.67 it head ht 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl Irm mat, Or innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.26); 50% drapes, medium; 1 It overhang (5 it window ht, 5.83 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl frm mal, clr innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.26); 8 It overhang (4.2 it window ht, 1 ft sep.); 6.67 ft head ht 10C -v: 2 glazing, clr low -e ouir, air gas, vnl Irm mat, Or innr, 1/4" gap, se 1/8" thk; NFRC rated (SHGC=0.28); 9 ft overhang (6.7 it window ht, 0.33 ft sep.), 6.67 It head ht 2A-2ov• 2 glazing, clr low -e ouir, air gas, vnl Irm mat, clr innr, 1/4" gap, w 1/8" thk, NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5 it window ht, 0.83 ft sep.); 6.67 it head ht 327 0.091 13.0 2.58 843 1.44 472 8 0.340 0 9.62 77 9.83 79 15 0.340 0 9.62 144 26.4 396 15 0.340 0 9.62 144 26.4 396 9 0.340 0 9.62 88 11.4 104 19 0.370 0 10.5 199 8.63 164 60 0.340 0 9.62 577 28.8 1727 c wri htsoft` 201Wun-27 12 02 49 AM^_ 9 Right-SuileO Universal 2017 17 0 03 RSU24011 Page 1 rookeTHBirchGRE\Lo1143ThornBrookeTHBirchGRE.rup Calc = MJ8 House laces E 10C -v: 2 glazing, clr low -e oulr, air gas, vnl Irm mat, clr innr, 1/4" gap, w 21 0.500 0 14.1 302 16.4 350 1/8" thk; NFRC rated (SHGC=0.32); 7 ft overhang (8 it window ht, 0 If sep.): 6.67 ft head ht 2A-2ov: 2 glazing, clr low -e outr, air gas, vnl Irm mat, clr innr, 1/4" gap, w 58 0.340 0 9.62 561 11.7 683 1/8" thk; NFRC rated (SHGC=0.29), 50% drapes, medium: 7 ft overhang (6.3 If window ht, 0 ft sep.); 6.67 If head ht Doors 11 D0: Door, wd sc type a 24 0.390 0 11.0 265 12.0 288 n 18 0.390 0 11.0 196 12.0 213 all 42 0.390 0 11.0 461 12.0 501 Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1089 0.032 30.0 0.91 986 1.74 1890 gypsum board int fnsh Floors 2OP-191: Fir floor, Irm fir, 12" thkns, r-19 cav ins, amb ovr 6 0.050 19.0 1.41 8 0.71 4 20P-191: Fir floor, irm fir, 12" thkns, r-19 cav ins, gar ovr 249 0.050 19.0 1.41 352 0.71 177 22A-tpl: Bg floor, light dry soil, on grade depth 27 0.989 0 28.0 756 0 0 2016 -Jun -27 12:02 49 wrightsof ' Right-Suile® Universal 2017 17 0 03 RSU24011 Page 2 ACO' . rookeTHBirchGRE\Lo1143ThornBrookeTHBirchGRE.rup Calc a MJ8 House laces E wrightsoft• Project Summary Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333.2665 Fax: 407.333.3853 Web: WWW DEL-AIR.COM For: Taylor Morrison Homes Notes: 12/12/14 GCR 1/6/14 GCR RVSD 6/25/16 JA LS 6/27/16 JA Weather: Orlando Intl AP, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 11242 Btuh Ducts 1730 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 12972 Btuh Infiltration 17963 Btuh Method Simplified Construction quality Latent cooling 6300 Average Fireplaces Total cooling 25200 0 Heating Cooling Area (ft2 1822 1822 Volume ft3) 16489 16489 Air changes/hour 0.50 0.26 Equiv. AVF (cfm) 137 71 Job: Lot143ThornBrookeTHB... Date: 7/10/2014 By: FJF Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Btuh Relative humidity 50 Moisture difference 46 gr/Ib Sensible Cooling Equipment Load Sizing Structure 15236 Btuh Ducts 2727 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data y Btuh Rate/swing multiplier 1.00 ton Equipment sensible load 17963 Btuh Latent Cooling Equipment Load Sizing Structure 3247 Btuh Ducts 541 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 3788 Btuh Equipment total load 21751 Btuh Req. total capacity at 0.75 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-024-230-19 Cond 14HPX-024-230-19 AHRI ref 7045677 Coil CBX27UH-024-230'++TDR AHRI ref 7045677 Efficiency 9 HSPF Efficiency 13.5 EER, 16 SEER Heating input Sensible cooling 18900 Btuh Heating output 21800 Btuh @ 47°F Latent cooling 6300 Btuh Temperature rise 24 OF Total cooling 25200 Btuh Actual air flow 840 cfm Actual air flow 840 cfm Air flow factor 0.065 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft• fg Right RSU24011 2016 -Jun -27 12 02.49 S,,110 Universal 2017 17 0.03 Ar Page 1 rookeTHBirchGRE\Lol143ThornBrookeTHBirchGRE rup Calc = MJB House laces: E wrightsofr Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web- WWW.DEL-AIR COM 6 V 11 Job: Lot 143ThOmBrOOkeTHBirch Date: 7/10/2014 By: FJF Entire House family 73.2 It 17.5 It 8.6 It 9.3 It heat/cool 22.0 x 19.0 It 1922.5 flt 418.0 flz lue Or HTM Area (It2) Load Area (ftx) Load II;eF) (Ell f12) or perimeter (11) (Ell h) or perimeter (It) (Bluh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heal Cod 0.091 n 2.58 2.34 8 8 21 19 0 0 0 0 V)I A-2av 0.091 a 2.58 2.34 152 114 294 267 0 0 0 0 ISL----- GGG 2A•2ov 0.340 a 9.62 9.83 8 8 77 79 0 0 0 0 2A•2ov 0.340 a 9.62 26.42 15 0 144 396 0 0 0 0 2A -20v 0.340 a 9.62 26.42 15 0 144 396 0 0 0 0 1T=2 13A-2ocs 0.201 a 5.69 4.35 89 56 316 242 0 0 0 0 2A•20v 0.340 a 9.62 11.39 9 9 88 104 0 0 0 0 11D0 0.390 a 11.04 11.99 24 24 265 288 0 0 0 0 y/ 12C-Osw 0.091 se 2.58 2.34 34 15 39 35 0 0 0 0 C 10C•v 0.370 se 10.47 8.63 19 19 199 164 0 0 0 0 W 16A-30ad ----9.02 w X91 2 3Q 42 42 38 1QQ 0 0 Q 0 V1l 12C-Osw 0.091 w 2.58 2.34 176 116 299 272 0 0 0 0 C 2A -20v 0.340 w 9.62 28.79 60 0 577 1727 0 0 0 0 y/ 13A•2ocs 0.201 w 5.69 4.35 163 84 476 364 163 84 476 364 1:::G, 10C -v 0.500 w 14.15 16.40 21 15 302 350 21 15 302 350 L _G 2A-2ov 0.340 w 9.62 11.72 58 54 561 683 58 54 561 683 R 12C -OS w 0.091 2.58 1.44 345 327 843 472 42 42 108 61 D 11D0 0.390 n 11.04 11.99 18 18 196 213 0 0 0 0 61 c) AED excursion 12069 1 1 1439 Envelope loss/gain 6979 10310 1936 2897 12 a) Inldlration 4263 1371 1048 337 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 3 690 Appliances/other 2405 0 Subtotal (lines 6 to 13) 111242 15236 2985 3924 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 11242 15236 2985 3924 1Duct loads 15% 18% 1730 2727 0% 0% 0 0 Total room load 12972 17963 2985 3924 5 4 Air required (c1m) 840 8401 1 193 184 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ACCP. -FP- wrigF tSoTt' Right -Suite® Universal 2017 17.0 03 RSU24011 2016 -Jun -27 12,02:49 rookeTHBirchGRE%Loll43ThornBrookeTHBirchGRE.rup Cale - MJ8 House laces- E 1 Room name 2 Exposed wall 3 Room height 4 Room dimensions 5 Room area Ty IConstruction number 6 V 11 Job: Lot 143ThOmBrOOkeTHBirch Date: 7/10/2014 By: FJF Entire House family 73.2 It 17.5 It 8.6 It 9.3 It heat/cool 22.0 x 19.0 It 1922.5 flt 418.0 flz lue Or HTM Area (It2) Load Area (ftx) Load II;eF) (Ell f12) or perimeter (11) (Ell h) or perimeter (It) (Bluh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heal Cod 0.091 n 2.58 2.34 8 8 21 19 0 0 0 0 V)I A-2av 0.091 a 2.58 2.34 152 114 294 267 0 0 0 0 ISL----- GGG 2A•2ov 0.340 a 9.62 9.83 8 8 77 79 0 0 0 0 2A•2ov 0.340 a 9.62 26.42 15 0 144 396 0 0 0 0 2A -20v 0.340 a 9.62 26.42 15 0 144 396 0 0 0 0 1T=2 13A-2ocs 0.201 a 5.69 4.35 89 56 316 242 0 0 0 0 2A•20v 0.340 a 9.62 11.39 9 9 88 104 0 0 0 0 11D0 0.390 a 11.04 11.99 24 24 265 288 0 0 0 0 y/ 12C-Osw 0.091 se 2.58 2.34 34 15 39 35 0 0 0 0 C 10C•v 0.370 se 10.47 8.63 19 19 199 164 0 0 0 0 W 16A-30ad ----9.02 w X91 2 3Q 42 42 38 1QQ 0 0 Q 0 V1l 12C-Osw 0.091 w 2.58 2.34 176 116 299 272 0 0 0 0 C 2A -20v 0.340 w 9.62 28.79 60 0 577 1727 0 0 0 0 y/ 13A•2ocs 0.201 w 5.69 4.35 163 84 476 364 163 84 476 364 1:::G, 10C -v 0.500 w 14.15 16.40 21 15 302 350 21 15 302 350 L _G 2A-2ov 0.340 w 9.62 11.72 58 54 561 683 58 54 561 683 R 12C -OS w 0.091 2.58 1.44 345 327 843 472 42 42 108 61 D 11D0 0.390 n 11.04 11.99 18 18 196 213 0 0 0 0 61 c) AED excursion 12069 1 1 1439 Envelope loss/gain 6979 10310 1936 2897 12 a) Inldlration 4263 1371 1048 337 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 3 690 Appliances/other 2405 0 Subtotal (lines 6 to 13) 111242 15236 2985 3924 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 11242 15236 2985 3924 1Duct loads 15% 18% 1730 2727 0% 0% 0 0 Total room load 12972 17963 2985 3924 5 4 Air required (c1m) 840 8401 1 193 184 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ACCP. -FP- wrigF tSoTt' Right -Suite® Universal 2017 17.0 03 RSU24011 2016 -Jun -27 12,02:49 rookeTHBirchGRE%Loll43ThornBrookeTHBirchGRE.rup Cale - MJ8 House laces- E 1T=2 13A-2ocs 0.201 a 5.69 4.35 89 56 316 242 0 0 0 0 2A•20v 0.340 a 9.62 11.39 9 9 88 104 0 0 0 0 11D0 0.390 a 11.04 11.99 24 24 265 288 0 0 0 0 y/ 12C-Osw 0.091 se 2.58 2.34 34 15 39 35 0 0 0 0 C 10C•v 0.370 se 10.47 8.63 19 19 199 164 0 0 0 0 W 16A-30ad ----9.02 w X91 2 3Q 42 42 38 1QQ 0 0 Q 0 V1l 12C-Osw 0.091 w 2.58 2.34 176 116 299 272 0 0 0 0 C 2A -20v 0.340 w 9.62 28.79 60 0 577 1727 0 0 0 0 y/ 13A•2ocs 0.201 w 5.69 4.35 163 84 476 364 163 84 476 364 1:::G, 10C -v 0.500 w 14.15 16.40 21 15 302 350 21 15 302 350 L _G 2A-2ov 0.340 w 9.62 11.72 58 54 561 683 58 54 561 683 R 12C -OS w 0.091 2.58 1.44 345 327 843 472 42 42 108 61 D 11D0 0.390 n 11.04 11.99 18 18 196 213 0 0 0 0 61 c) AED excursion 12069 1 1 1439 Envelope loss/gain 6979 10310 1936 2897 12 a) Inldlration 4263 1371 1048 337 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 3 690 Appliances/other 2405 0 Subtotal (lines 6 to 13) 111242 15236 2985 3924 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 11242 15236 2985 3924 1Duct loads 15% 18% 1730 2727 0% 0% 0 0 Total room load 12972 17963 2985 3924 5 4 Air required (c1m) 840 8401 1 193 184 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ACCP. -FP- wrigF tSoTt' Right -Suite® Universal 2017 17.0 03 RSU24011 2016 -Jun -27 12,02:49 rookeTHBirchGRE%Loll43ThornBrookeTHBirchGRE.rup Cale - MJ8 House laces- E Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ACCP. -FP- wrigF tSoTt' Right -Suite® Universal 2017 17.0 03 RSU24011 2016 -Jun -27 12,02:49 rookeTHBirchGRE%Loll43ThornBrookeTHBirchGRE.rup Cale - MJ8 House laces- E wrightsoft Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CND531CODISCOWAY, SANFORD, FL 3277111 hone 407101\266655 Fax. 407.333-3853 Web: WWW DEL-AIR.COM Job: Lot143ThornBrookeTHBirch... Date: 7/10/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area kitchen/cale 9.5 It 9.3 It heal/cool 1.0 x 386.0 It 386.0 112 powder 0 It 9.3 It heat/cool 4.0 x 7.5 If 30.0 Ile Ty Construction number U -valueBtuWfl2-•F) Or HTM Bluh/It2) Area (It2) or perimeter (it) Load BI h) Area (112) I or perimeter (11) Load Bluh) Heat Cod Gross WP/S Heal Cod Gross N/P/S Heat Cod 0 0 0 0 2A•2ov 0.340 a 9.62 26.42 0 0 0 0 0 6 W 12C-0sw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 11 0 12C•Osw 0.091 a 2.58 9.62 2.34 26.42 0 0 0 0 0 0 0 0 Vy GD 13A-2ocs 2A-2ov 11DO 0.201 0.340 0.390 a a a 5.69 9.62 11.04 4.35 11.39 11.99 89 9 24 56 9 24 316 Be 265 242 104 0 0 0 0 0 0 0 0 0 0 0 0 t- 288 C 12C-0sw 10C -v 0.091 0.370 se se 258 10.47 2.34 8.63 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-3 d 9032 n 0.91 2.38 0 0 0 9 0 0 0 0 y/ l 12c-Osw 2A-2ov 0.091 0.340 w w 2.58 9.62 2.34 28.79 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy I -G L_{^ 13A-2ocs IOC -v 2A-2ov 0.201 0.500 0.340 w w w 5.69 14.15 9.62 4.35 16.40 11.72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 0 12C-0sw 1I DO 0.091 0.390 n 2.58 11.04 1.44 11.99 303 18 285 18 735 196 412 213 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 2OP-19I 1.41 1 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 386 10 266 0 30 0 0 0 6 c) AED excursion 137 0 Envelope loss/gain 1866 1121 0 0 12 a) Infiltration b) Room ventilation 569 0 183 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 1200 0 0 5 Subtotal (lines 6 to 13) 2435 2734 0 5 14 15 Less external load Less transfer Redislnbution Subtotal Duct bads 0% 0% 0 0 0 2435 0 0 0 0 2734 0 0% 0% 0 0 0 0 0 0 0 0 5 0 Total room load Air required (clm) 2435 158 2734 128 0 0 5 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 27 12Fk- Wrigl7tSOft' 2016 -Jun 02:49 Right -Suite® Universal 2017 17 0.03 RSU24011 Page 2 rOokeTHBirchGRE\Lo1143ThornBrookeTHBirchGRE.rup Calc 2A•2ov 0.340 a 9.62 9.83 0 0 0 0 0 0 0 0 2A•2ov 0.340 a 9.62 26.42 0 0 0 0 0 0 0 0 2A•2ov 0.340 a 0 0 0 0 0 0 0 0 MJ8 House laces: E wrightsoftRight-J® Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web WWW.DEL-AIR.COM 1 Room name 2 Exposed wall 3 Room height 4 Room dimensions 5 Room area 0 Ty Construction 0 Ed number Job: Lot 143ThornBrookeTHBirch Date: 7/10/2014 By: FJF rm 3 rm 2 10.5 If 11 5 It 8.0 It heal/cool 8.0 11 heat/cool 10.5 x 16.5 It 11.5 x 16.5 It 173.3 112 189.8 112 U -value Or HTM Area (02) Load Area (112) Load ItuIVItZ•F) (BIuh/f12) or perimeter (It) (Btuh) or perimeter (II) (Bluh) Heat I Cod Gross N/P/S Heat Cool Gross I N/P/S Heat icool I IV% I V.Ni8 0.07 I 9.J0 V U V V V V V U 2A-2ov" 0.340 a 9.62 11.39 0 0 0 0 0 0 0 0 w I 14'15 1 16. OI OI OI OI OI OI OI OI OI 6 12C-Osw 0.091 a 2.58 2.34 0 0 0 0 0 0 0 0 Ed 2A-2ov 0.340 a 9.62 9.83 0 0 0 0 0 0 0 02A-2ov 591 190 0.340 a 9.62 26.42 0 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.62 26.42 0 0 0 0 0 0 0 0 I IV% I V.Ni8 0.07 I 9.J0 V U V V V V V U 2A-2ov" 0.340 a 9.62 11.39 0 0 0 0 0 0 0 0 w I 14'15 1 16. OI OI OI OI OI OI OI OI OI 6 c) AED excursion 415 1 1 412 Envelope loss/gain 565 1706 620 1750 12 a) Infiltration 539 173 591 190 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1124 1880 1211 1940 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1124 1880 1211 1940 15 Duct loads 130'/0 329/0 334 598 30'/, 329/6 360 617 Total room load 14582477 1571 2558 Air required (clm) 94 116 102 120 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A - wrightsoft- Right-SuileO Universal 2017 17.0.03 RSU24011 2016 -Jun -27 12:02:49 Ar—Page 3 ookeTHBirchGRE\Lo1143ThornBrookeTHBirchGRE.rup Calc = MJ8 House laces E wrightsoft Right -J® Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277`11 hoJ , 40 -33333. 2665C' Fax: 407.333.3853 Web, WWW.DEL•AIR.COM Job: Loll 43ThomBrookeTHBirch... Dale: 7/10/2014 By: FJF bth 21Roomname 2 Exposed wall 3 Room height 4 Room dimensions 5 Room area Ty IConstriction U•value Or number Job: Loll 43ThomBrookeTHBirch... Dale: 7/10/2014 By: FJF rvn•zocs v.ZVI a D.b'.! 4.:7,7 V V V V V V V V 2A-2ov 0.340 a 9.62 11.39 0 0 0 0 0 0 0 0 11 DO 0.390 a 11.04 11.99 0 0 0 0 0 0 0 0 IOC•v w 5.69 w 14.15 1 01 61 bth 2 msir blh 0 It 0 It 8.0 It heat/cool 8.0 It heat/cool 10 11.0 x 5.5 11 6.5 x 15.0 It 60.5 Ih 97.5 f12 U•value Or HTM Area (I12) Load Area 019 Load Muh/112-•F) Btuh/I12) or perimeter (II) Btuh) or perimeter (II) Bluh) Heat I Cod Gross I N/P/S Heat I Cod Gross I N/P/S Heat Cool 0 13 nnoi ern n n n 1 ni n n I n rvn•zocs v.ZVI a D.b'.! 4.:7,7 V V V V V V V V 2A-2ov 0.340 a 9.62 11.39 0 0 0 0 0 0 0 0 11 DO 0.390 a 11.04 11.99 0 0 0 0 0 0 0 0 IOC•v w 5.69 w 14.15 1 01 61 c) AED excursion 5 10 Envelope loss/gain Ed2A 20v 0.340 962 194 12 a) IMdlration 0 0 0 2A 20vw e 1 9.621 26.421 0 0 0 0 13 Internal gains: Occupants @ 230 2A•20v 00. 340 340 e 9.62 26.42 00 00 00 001_1 0 0 0 OI rvn•zocs v.ZVI a D.b'.! 4.:7,7 V V V V V V V V 2A-2ov 0.340 a 9.62 11.39 0 0 0 0 0 0 0 0 11 DO 0.390 a 11.04 11.99 0 0 0 0 0 0 0 0 IOC•v w 5.69 w 14.15 1 01 61 c) AED excursion 5 10 Envelope loss/gain 55 100 157 194 12 a) IMdlration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 55 100 157 194 Less external load 0 0 0 0 Less transfer 0 0 0 0 Reolslribulion 0 0 0 0 14 Subtotal 55 100 157 194 Duct loads 30'/0 329/0 1161 321 309% 321/6 47 62 r Total room load 71 132 204 256 Air required (clm) 5 6 1 13 12 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4G41- wrightsoft- 2016 -Jun -27 12.02 49 1 Righl-Suite® Universal 2017 17 0 03 RSU24011 Page 4 rookeTHBirchGRE\Lo1143ThornBrookeTHBirchGRE.rup Calc - MJ8 House laces E wrightsoft• Right -JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONINg531CODISCOWAY, SANFORD, FL 32771 Phone 407-333-2665 ax. 407.333-3853 Web: WWW DEL-AIR.COM Job: Lot 143ThornBrookeTHBirch Date: 7/10/2014 By: FJF mstr rm msir wic 20.2 11 0 It 8.0 it heat/cool 8.0 11 heat/cool 1.0 x 232.5 It 7.0 x 8.0 It 232.5 flz 56.0 It= Or HTM Area (ft2) Load Area (II1) Load BluWll2) or perimeter (fl) (St h) or perimeter (It) (Btuh) Heat I Cool Gross I N/P/S Heat I Cod Gross I N/P/S Heat Cool 12C - 0s1 1 Room name 2 Exposed wall 3 Room height 4 Room dimensions 5 Room area Ty IConstruction 1864 number Job: Lot 143ThornBrookeTHBirch Date: 7/10/2014 By: FJF mstr rm msir wic 20.2 11 0 It 8.0 it heat/cool 8.0 11 heat/cool 1.0 x 232.5 It 7.0 x 8.0 It 232.5 flz 56.0 It= Or HTM Area (ft2) Load Area (II1) Load BluWll2) or perimeter (fl) (St h) or perimeter (It) (Btuh) Heat I Cool Gross I N/P/S Heat I Cod Gross I N/P/S Heat Cool M'GVW V.GVI 2A -20V 0.340 a11.39 0 0 0 0 0 0 0 0 11 DO 0.390 a 11.04 11.99 0 0 0 0 0 0 0 0 E rE: 2A'2ov 0.340 w 9.62 28.79 0 0 0 0 0 0 0 0 13A-2ocs 0201 w 5.69 4.35 0 0 0 0 0 0 00 10C -v0500 w 14.15 16.40 0 0 0 0, 0 0 00 2A-2ov 0.340 w 962 11.72 0 0 0 0 0 0 0 0 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 61 12C - 0s1 6-W 122 2-5 1 500111 1-6 Envelope loss/gain 1260 1864 109 120 12 a) Infiltration 1310 421 F-- G 2A- 2ovw 0.3401 e I 9.621 26.42 0 0 44 3961 0 0 0 0 I --(G 2A -20v 0.340 a 9.62 26.42 0 396 0 0 0 0 M'GVW V.GVI 2A -20V 0.340 a11.39 0 0 0 0 0 0 0 0 11 DO 0.390 a 11.04 11.99 0 0 0 0 0 0 0 0 E rE: 2A'2ov 0.340 w 9.62 28.79 0 0 0 0 0 0 0 0 13A-2ocs 0201 w 5.69 4.35 0 0 0 0 0 0 00 10C -v0500 w 14.15 16.40 0 0 0 0, 0 0 00 2A-2ov 0.340 w 962 11.72 0 0 0 0 0 0 0 0 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 61 c) AED excursion 122 1 1-6 Envelope loss/gain 1260 1864 109 120 12 a) Infiltration 1310 421 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 1 2570 31151 109 120 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2570 3115 109 120 15 Duct loads 30% 32% 764 991 30'/0 32% 32 38 Total room bad 3333 4106 141 159 Air required (cfm) 216 192 9 7 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk- wrightsv t' 2016 -Jun -271202.49 Rlghl-SulleO Universal 2017 17.0.03 RSU24011 Page 5 rookeTHBirchGRE1Loll43ThornBrookeTHBirchGRE.rup Calc = MJ8 House faces: E wrightsoft• Right -JO Worksheet Entire House DEL -AIR HEATING & AIR C9NDITIONINC531CODISCOWAY, SANFORD, FL 32771 hone: 407.333-2665 ax: 407.333-3853 Web: WWW.DEL-AIR COM Job: lot 143Thom BrookeTH Birch... Date: 7/10/2014 By: FJF mstr we1Roomname 2 Exposed wall 3 Room height 4 Room dimensions 5 Room area U -valueTyIConstruction Area (I12) Load number Job: lot 143Thom BrookeTH Birch... Date: 7/10/2014 By: FJF Y ly1•LV{:A V.Nr tl .7.VO Y. V V V V V V V V 2A•2ov 0.340 a 9.62 11.39 0 0 0 0 0 0 0 0 11 DO 0.390 a 11.04 11.99 0 0 0 0 0 0 0 0 1zu-usw V.V91 w Z.*0 Z.34 V u V u u V u V 2A -20v 0.340 w 9.62 28.79 0 0 0 0 0 0 0 0 1y 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 t tOC-v 0.500 w 14.15 16.40 0 0 0 0 0 0 0 0 q 2A.2ov 0.340 w 9.62 11.72 0 0 0 0 0 0 0 0 L -D 1 DO w 0. 3901 n 11.04 11.99 0 0 0 0 0 0 0 0 6 mstr we laundry a 0 It 4.0 It 1 8.0 It heal/cool 8.0 It heal/cool 1 -59 3.5 x 7.0 It 24.5 tt2 1.0 x 254.5 It 254.5 112 U -value Or HTM Area (I12) Load Area (I12) Load Ituh/lt;•F) 0 Btuldit2) or perimeter (ft) Btuh) or perimeter (11) Btuh) Heat I Cod Gross I N/P/S Heal I Cod Gross N/P/S Heat Cool 0 0 A nOt 0 7 GD 7 7A A A A A A A A A Y ly1•LV{:A V.Nr tl .7.VO Y. V V V V V V V V 2A•2ov 0.340 a 9.62 11.39 0 0 0 0 0 0 0 0 11 DO 0.390 a 11.04 11.99 0 0 0 0 0 0 0 0 1zu-usw V.V91 w Z.*0 Z.34 V u V u u V u V 2A -20v 0.340 w 9.62 28.79 0 0 0 0 0 0 0 0 1y 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 t tOC-v 0.500 w 14.15 16.40 0 0 0 0 0 0 0 0 q 2A.2ov 0.340 w 9.62 11.72 0 0 0 0 0 0 0 0 L -D 1 DO w 0. 3901 n 11.04 11.99 0 0 0 0 0 0 0 0 6 Osw 0.091 a 2.58 1 0 0'__0' 1 -59 32 24 62 56Fil12C 2A•2ov 0.340 a 9.62 9.83 0 0 0 0 8 8 77 79 205 2A•20v 0.340 a 9.62 1- 2, 141- 6 26.42 0 0 0 0 0 0 0 0 0 2A -20V 0.340 a 9.62 26.42 0 0 0 0 0 0 0 0 Y ly1•LV{:A V.Nr tl .7.VO Y. V V V V V V V V 2A•2ov 0.340 a 9.62 11.39 0 0 0 0 0 0 0 0 11 DO 0.390 a 11.04 11.99 0 0 0 0 0 0 0 0 1zu-usw V.V91 w Z.*0 Z.34 V u V u u V u V 2A -20v 0.340 w 9.62 28.79 0 0 0 0 0 0 0 0 1y 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 t tOC-v 0.500 w 14.15 16.40 0 0 0 0 0 0 0 0 q 2A.2ov 0.340 w 9.62 11.72 0 0 0 0 0 0 0 0 L -D 1 DO w 0. 3901 n 11.04 11.99 0 0 0 0 0 0 0 0 6 c) AED excursion 1•2 1 1 -59 Envelope losstgain 22 40 369 517 12 a) Inlillration 0 0 205 66 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 60D Subtotal (lines 6 to 13) 122 40 5751 1183 Less external load 0 0 0 0 Less transfer o 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22 40 575 1183 15 Duct loads 1 30'/, 320/6 7 13 301/6 321% 171 376 Total room bad 29 53 746 1560 Air required (cfm) 2 2 1 48 73 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. Ofd- wrightsoft' 2016•Jun•27 12 02:49 A Right•SuileO Universal 2017 17.0.03 RSU24011 Page 6 rookeTHBirchGRE\Loll43ThornBrookeTHBirchGRE rup Calc = MJ8 House laces E Duct System Summar Job: Loll 43ThornBrookeTHB... wrightsoft' y y Date: 7/10/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR COM For: Taylor Morrison Homes External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.190 in/100ft 840 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.190 in/100ft 840 cfm 126 it Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk blh 2 c 132 5 6 0.251 4.0 Ox 0 VIFx 10.5 85.0 st2 family h 2985 193 184 0.190 8.0 Ox 0 VIFx 31.4 95.0 SO kitchen/cale h 2435 158 128 0.201 7.0 Ox 0 VIFx 24.2 95.0 SO laundry c 1560 48 73 0.252 5.0 Ox 0 VIFx 10.2 85.0 st2 msir b1h h 204 13 12 0.245 4.0 Ox 0 VIFx 13.0 85.0 st2 mstr rm h 3333 216 192 0.236 8.0 Ox 0 VIFx 16.8 85.0 st2 msir we c 53 2 2 0.259 4.0 Ox 0 VIFx 7.8 85.0 st2 msir wic h 141 9 7 0.246 4.0 Ox 0 VIFx 12.7 85.0 st2 powder c 5 0 0 0.198 4.0 Ox 0 VIFx 26.1 95.0 sti rm 2 c 2558 102 120 0.198 6.0 Ox 0 VIFx 21.5 100.0 st3 m1 3 c 2477 94 116 0.196 6.0 Ox 0 VIFx 22.2 100.0 st3 C i htsoft 2016 -Jun -2712:02:49 Wr9 Righl-Surle® Universal 2017 17 0 03 RSU24011 Page 1 SCA...rookeTHBirchGRE\Lo1143ThornBrookeTHBirchGRE.rup Calc = MJ8 House laces: E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st1 Peak AVF 351 312 0.190 643 10.0 0 x 0 VinlFlx st2 Peak AVF 489 528 0.196 673 12.0 0 x 0 VinlFlx s13 Peak AVF 196 235 0.196 533 9.0 0 x 0 VinlFlx st2 C i htsoft 2016 -Jun -2712:02:49 Wr9 Righl-Surle® Universal 2017 17 0 03 RSU24011 Page 1 SCA...rookeTHBirchGRE\Lo1143ThornBrookeTHBirchGRE.rup Calc = MJ8 House laces: E Name wri htsofC Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mall Trunk rbi Ox 0 840 840 0 0 0 0 Ox 0 VIFx 2016 -Jun -27 12.02 49 9 Righl-Sude® Universal 2017 17.0.03 RSU24011 Page 2 ACCA...rookeTHBirchGRE\Lo1143ThornBrookeTHBirchGRE rup Calc = MJ8 House laces: E FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole BuildingPertormance and Prescriptive Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 7 R402.4A Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures: 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the lime of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have fight -filling flue dampers and outdoor combustion air. R402.4.3 Fenestration air IeakageLVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMANVDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate healing and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the healing load. R403.2.2 Sealing (Mandatory)'.11 ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct lightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following - 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0 1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned Door area when tested at a pressure differential of 0.1 inches w.g (25Pa) across the system, including the manufacturer's air handier enclosure. All registers shall be taped or otherwise sealed during the test If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/27/2016 12:03 PM EnergyGauge® USA - FlaRes2014 - Section R405 4 1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can tum off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Y. inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). Water heater efficiencies 7 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'F (38'C to 60'C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. 7 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide healing functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water healing systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal: and 2 Be installed at an orientation within 45 degrees of true south. 7 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403.5.1. Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. 7 R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2 No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3• If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise. 7 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and healing equipment. R403.6.1 Equipment sizing. Healing and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403 6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/27/2016 12:03 PM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel healing equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or healing system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403 R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 7 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56 Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2 Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3 Where pumps are powered exclusively from on-site renewable generation. R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season: RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 6/27/2016 12.03 PM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 I 1z N til 42X42 A/C SLAB o N ° MIN T 0 2' FROM WALL2' d OMQA c6 V Tv ra• ra• ro V - NGMEYVELL TVG ZOIC DAMPER SYSTEM Bedroom 3 7a HZ221K asoA. i OVe i 12Oandd12 Bedroom 2 Oand 10 ebe. o sprd 10 Famll O TH63ZWICWWG X 0p2 10.10 r 10.6I1wcd11IS m Q t TM672WIo00DAG I I I0.6 Sc BATS C77OSA 1000 0' 10.1 6• N t1,t i i I Y I O LD I 2.0 TOM V/SKV U40V IPM lace 183 i A•ywr duct to oof cov 19.10 Cleo p' yrI dryer vent be O 12.12 20.12 rad 8 I p LU W N 1N to Oj AM NANGIMG IN ATTIC Cafe , Y Cy H C\l.l U calve uie••1•o• is6 3' bath duct p to roof cap C) lJ 10,,D 12•.12• .I Z.<d7'° N 10 Ta' lo• t^01• W / f n n P f0r°D s Nutone 696RNB u 1 I.cd aMa aAG o to ers 3' bath duct 3' E Ijl7 I Kamal• a• a tO wntt Cap 7•khChen went to roof cap 4 1. W/fan N la• •.C. a 1 cd I0 Nutone 696RN i 12.- Garage 6.I6 fbrsg 4 I p. I --ri a14 00 t]' 14 I.cd 190 I Ld F 1------ I Owners M C Y Suite '" 0 0 0 1 I 0 = - Z C) cu Pard1 r J U H O H „ fir l4f '- O i PQ I-- Qti9n Z Trarofcr Acts/BMIIs fhb h Conpbnce with narbls ResedenWl NWArp Code - MI602.4 Upper Floor P Main Floor Plan DalanCed Rwi derAircur o ' ver, Co I o r a' pro. Ideturn OWICt 1t' 6Kh undercut on doors to habltablw e M Mr.Idu W•• ,, > Z I W:buena' roes Z O WH Must hove o nnun clearance of 4 Inches around the p6• handler per the State Energy code. All duct has on r=6 Insulotbn value. Alternate CO J N 0: W a 0 0 FORM R405-2014 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 1 44ThomBrookeTH RedWoodGLE Builder Name: Taylor Morrison Homes Street: Permit Office: / 1 _ 2 Q JCity, State, Zip: FL, Permit Number: Owner: Jurisdiction: 991969' Design Location: FL, Orlando QA f 5'00 1. New construction or existing New (From Plans) 9. Wall Types (2558.4 sgft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Common R=13.0 1541.80 ft' b. Frame - Wood, Exterior R=13.0 424.00 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 308.00 ft' 4. Number of Bedrooms 3 d. other (see details) R= 284.67 ft' 10. Ceiling Types (1192.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1142.00 ft' 6. Conditioned floor area above grade (ft') 1933 b. Knee Wall (Vented) R=30.0 50.00 ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(177.9 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 386.6 a. U -Factor: Dbl, U=0.34 103.58 ft' SHGC: SHGC=0.29 b. U -Factor: Dbl, U=0.34 45.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.26 a. Central Unit 30.0 SEER:15.00 c. U -Factor: Dbl, U=0.58 21.33 ft' SHGC: SHGC=0.32 13. Heating systems kBtu/hr Efficiency d. U -Factor: other (see details) 8.00 ft' a. Electric Heat Pump 26.4 HSPF:9.00 SHGC: other (see details) Area Weighted Average Overhang Depth: 3.695 ft. Area Weighted Average SHGC: 0.287 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1933.0 sgft.) Insulation Area EF. 2.400 a. Slab -On -Grade Edge Insulation R=0.0 894.00 ft' b. Conservation features b. Floor Over Other Space R=0 0 790.00 ft' None c. other (see details) R= 249.00 ft' 15. Credits Pstat Glass/Floor Area: 0.092 Total Proposed Modified Loads: 41.54 PASSTotalBaselineLoads: 42.06 1 hereby certify that the plans and specifications covered by Review of the plans and THE ST44 this calculation are in compliance with the Florida Energy specifications covered by this 04 Code. - calculation indicates compliance JJ,, PREPARED BY: with the Florida Energy Code. Before is 1.nrrr s- ° ..: € :,':.,, O DATE: 6/27./1.6 construction completed this building will be inspected for 0 compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OWNER/AGENT:_ / COD WE' BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage Gin requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.040 Qn for whole house. 6/27/2016 1:50 PM EnergyGaugeO USA - FlaRes2014 Section R405 4 1 Compliant Software Page 1 of 5 FORM R405-2014 6/27/2016 1:50 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Loll 44ThomBrookeTHRedW Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1933 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units- 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Homes Rotate Angle: 0 Street: Permit Office: Cross Ventilation. No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Family Type: Multi -family FL , New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Healing Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1933 16626.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 894 8314.2 Yes 4 0 1 Yes Yes Yes 2 Floor 2 1039 8312 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Floor over Garage Floor 2 —__ ____ 249 ft' 19 0.1 0 0.9 2 Slab -On -Grade Edge Insulatio Floor 1 31 It 0 894 ft' 0.42 0 0.58 3 Floor Over Other Space Floor 2 _—_ 790 ft' 0 0.3 0 0.7 ROOF V Roof Gable Roof Solar SA Emitl Emill Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1278 ft' 286 it' Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1143 ft' N N 6/27/2016 1:50 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 6/27/2016 1:50 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 CEILING Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Knee Wall (Vented) Floor 1 30 10 ft' 0.11 Wood 2 Knee Wall (Vented) Floor 1 30 16 W 0.11 Wood 3 Knee Wall (Vented) Floor 1 30 8 ft' 0.11 Wood 4 Knee Wall (Vented) Floor 1 30 16 ft' 0.11 Wood 5 Under Attic (Vented) Floor 1 38 1142 H' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Omt To Wall_T.ype Space R Value-Et-In_El-In Area-R_Value_Fraction-Absor._Grade%_ 1 N Exterior Frame - Wood Floor 2 13 7 0 8 0 56 0 fl' 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul Floor 1 4.1 3 0 9 4 28.011' 0 0 0.6 0 3 E Exterior Frame - Wood Floor 2 13 22 0 8 0 176.0 ft' 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul Floor 1 4.1 10 6 9 4 98 0 H' 0 0 0.6 0 5 S Exterior Frame - Wood Floor 2 13 2 0 8 0 16.0 fl' 0 0.23 0.6 0 6 W Exterior Frame - Wood Floor 2 13 22 0 8 0 176.0 f1' 0 0.23 0.6 0 7 W Exterior Concrete Block - Int Insul Floor 1 4.1 17 0 9 4 158.7 H' 0 0 0.6 0 8 Garage Frame - Wood Floor 1 11 33 0 9 4 308.0 fl' 0 0.23 0.01 0 9 N Neighbor Frame - Wood Floor 1 13 47 0 9 4 438.7 it' 0.23 0.01 0 10 S Neighbor Frame - Wood Floor 1 13 33 4 9 4 311.1 fl' 0.23 0.01 0 11 N Neighbor Frame - Wood Floor 2 13 47 0 8 0 376.0 ft' 0.23 0.01 0 12 S Neighbor Frame - Wood Floor 2 13 52 0 8 0 416.0 fl' 0.23 0.01 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Fl In 1 E Insulated Floor 1 None 4 3 8 24 ft" 2 Wood Floor 1 None 46 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation V Wall Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 E 3 Vinyl Low -E Double Yes 0.34 0.26 15.0 ft' 1 ft 0 in 0 ft 10 in Drapes/blinds None 2 E 3 Vinyl Low -E Double Yes 0.34 0.26 30.0 ft' 1 ft 0 in 3 ft 3 in Drapes/blinds None 3 W 6 Vinyl Low -E Double Yes 0.35 0.31 8.0 W 1 ft 0 in 0 ft 8 in None None 4 W 6 Vinyl Low -E Double Yes 0.34 0.29 45.0 ft' 1 ft 0 in 0 ft 8 in Drapes/blinds None 5 W 7 Vinyl Low -E Double Yes 0.58 0.32 21 3 ft' 7 ft 0 in 0 ft 0 in None None 6 W 7 Vinyl Low -E Double Yes 0.34 0.29 58.6 ft' 7 fl 0 in 0 fl 0 in Drapes/blinds None 6/27/2016 1:50 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 6/27/2016 1:50 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 249 ft' Oft' 16 ft 9.3 it 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000273 1385.5 76.06 143.05 .2456 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:9 26.4 kBlu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump Garage 24 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply ---- Location R -Value Area Return ---- Air CFM 25 Location Area Leakage Type Handler TOT CFM25 OUT ON RLF HVAC # Heat Cool 1 Attic 6 386.6 ft Attic 96.65 ft Proposed Qn Attic --- cfm 77.3 cfm 0.04 0.60 1 1 6/27/2016 1:50 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 6/27/2016 1:50 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingr He fX Jan Jan r jFeb Feb r Mar Mar A r Apr r[ may May jX] Jun Jun Jul Julrl X Aug AuSep Se j j Oct Oct j ]Nov jX] Nov Dec XDec Ventin (( Jan Febll lX Mar A r l Ma Jun Jul Aug Se [X) Oct X) Nov 1 Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/27/2016 1:50 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft' 7. Windows" Description a. U -Factor: Dbl, U=0.34 SHGC: SHGC=0.29 b. U -Factor: Dbl, U=0.34 SHGC: SHGC=0.26 c. U -Factor: Dbl, U=0.58 SHGC: SHGC=0.32 d. U -Factor: other (see details) SHGC: other (see details) Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. other (see details) New (From Plans) Multi -family 3 No 1933 Insulation R=0.0 R=0.0 R= Area 103.58 ft' 45.00 ft' 21.33 ft' 8.00 ft' 3.695 ft. 0.287 Area 894.00 ft' 790.00 ft' 249.00 ft' FL, 9. Wall Types a. Frame - Wood, Common b. Frame - Wood, Exterior c. Frame - Wood, Adjacent d. other (see details) 10. Ceiling Types a. Under Attic (Vented) b. Knee Wall (Vented) c. N/A 11. Ducts a. Sup. Attic, Ret, Attic, AH: Attic 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Insulation Area R=13.0 1541.80 ft' R=13.0 424.00 ft' R=11.0 308.00 R' R= 284.67 ft' Insulation Area R=38.0 1142.00 ft' R=30.0 50.00 ft' R= ft' R ft' 6 386.6 kBtu/hr Efficiency 30.0 SEER:15.00 kBtu/hr Efficiency 26.4 HSPF:9.00 Cap: 50 gallons EF: 2.4 Pstat O THEST,q E COD WE 0160 a Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/27/2016 1:50 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Loll 44ThornBrookeTHRedWoodGLE Builder Name: Taylor Morrison Homes Street: Permit Office: City, State, Zip: FL, Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/27/2016 1:50 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include D This checklist D A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). D Energy Performance Level (EPL) Display Card (one page) D Mandatory Requirements(three pages) Required prior to CO for the Performance Method: D Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) D A completed Envelope Leakage Test Report(usually one page) D If Form R405 duct leakage type indicates anything other than 'default leakage", then a completed Form R405 Duct leakage Test Report (usually one page) EnergyGauge® - USRCSB A.0 6/27/2016 1:49:50 PM Page 1 of 1 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot144ThomBrookeTHRedWoodGLE Builder Name: Taylor Morrison Homes Street: Permit Office: City, Slate, Zip. FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691000 Duct Test Time: Post Construction Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 1 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Divide by Leakage Total Conditioned Floor Area) Qn,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: THE STA0*0 Tc nna :`r n k 1,763 {NE 6/27/2016 1:50 PM EnergyGaugeO USA - FlaRes2014 - Section R405 4.1 Compliant S Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot144ThomBrookeTHRedWoodGLE Builder Name: Taylor Morrison Homes Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691000 Envelope Leakage Test Results Regression Data: A n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and Due dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Healing and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: O& THE Sr4 6/27/2016 1.50 PM EnergyGauge® USA - FlaRes2014 - Section R405 4.1 Compliant Softwar Page 1 of 1 wrightsoft• Manual S Compliance Report Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333.2665 Fax: 407.333.3853 Web- WWW.DEL-AIR.COM For: Taylor Morrison Homes Job: Lot144ThornBrookeTHR... Date: 7/8/2014 By: FJF Design Conditions Outdoor design DB: 92.5°F Sensible gain: 22314 Btuh Entering coil DB: 76.9°F Outdoor design WB: 76.3°F Latent gain: 4328 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 26642 Btuh Indoor RH: 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-030-230-19+CBX27UH-030-230'++TDR Actual airflow: 1000 cfm Sensible capacity: 22750 Btuh 102% of load Latent capacity: 4765 Btuh 110% of load Total capacity: 27515 Btuh 103% of load SHR: 83% Design Conditions Outdoor design DB: 41.7°F Heat loss: 14424 Btuh Entering coil DB: 69.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-030-230-19+CBX27UH-030-230'++TDR Actual airflow: 1000 cfm Output capacity: 27174 Btuh 1880/6 of load Capacity balance: 26 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1000 cfm Output capacity: 4.9 kW 115% of load Temp. rise: 50 °F The above equipment was selected in accordance with ACCA Manual S. wri htsoft 2016.Jun-2713:2636 9 ' Righl-Suile® Universal 2017 17 0 03 RSU24011 Page 1 14C4CA eTHRedWoodGLE\Lo1144ThornBrookeTHRedWoodGLE rup Calc - MJ8 House laces: E Component Constructions Job: 1_01441ThonnBrookeTHR... wrightsoft' P Date: 7/8/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax. 407.333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Homes Location: Orlando Intl AR FL, US Elevation: 95 ft Latitude: 280N Outdoor: Heating Cooling Dry bulb (°F) 42 93 Daily range (°F) - 17 ( M) Wet bulb (°F) - 76 Wind speed (mph) 15.0 7.5 Indoor: Heating Indoor temperature (°F) 70 Design TD (°F) 28 Relative humidity (%) 30 Moisture difference (gr/Ib) 1.5 Infiltration: Method Simplified Construction quality Average Fireplaces 0 Cooling 75 18 50 46.4 Construction descriptions Or Area Ll -value Insul R Htg HTM Loss Clg HTM Gain W SWhmt--F ht-*F/BWh BWKW BWh BWh/4l BWh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav, ins, 1/2" gypsum board int n 56 0.091 13.0 2.58 144 2.34 131 fnsh, 2"x4" wood frm, 16" o.c. stud a 131 0.091 13.0 2.58 337 2.34 307 s 16 0.091 13.0 2.58 41 2.34 37 w 123 0.091 13.0 2.58 317 2.34 288 all 326 0.091 13.0 2.58 840 2.34 764 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 28 0.201 0 5.69 159 4.35 122 board int fnsh a 74 0.201 0 5.69 421 4.35 322 W 79 0.201 0 5.69 449 4.35 344 all 181 0.201 0 5.69 1029 4.35 787 16A-30ad: Knee wall, asphalt shingles root mat, r-30 kw ins, 1/2" a 46 0.032 30.0 0.91 42 2.38 109 gypsum board intlnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 290 0.091 13.0 2.58 747 1.44 418 wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, clr low -e ouir, air gas, mll no brk frm mat, Or innr, a 15 0.340 0 9.62 144 40.8 612 1/4" gap, 1/8" thk, NFRC rated (SHGC=0.26); foreground = new concrete (0.32); 1 it overhang (5 ft window ht, 0.8 ft sep.); 6.67 ft head hl 2A-2om: 2 glazing, clr low -e ouir, air gas, mll no brk frm mat, clr innr, a 30 0.340 0 9.62 289 40.9 1228 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.26); foreground = new concrete (0.32); 1 ft overhang (5 ft window ht, 3.3 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low -e ouir, air gas, mil no brk frm mat, Or innr, w 45 0.340 0 9.62 433 43.2 1946 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); foreground = new concrete (0.32); 1 ft overhang (5 It window ht, 0.7 ft sep.); 6.67 ft head hl 2B -21m: 2 glazing, clr low -e ouir, air gas, mill no brk frm mat, clr innr, w 8 0.350 0 9.90 79 35.1 281 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 111 overhang (4 ft window ht, 0.7 ft sep.); 6.67 it head ht C Wrl htsoft" 2016 -Jun -2713.26:36 9 Right.SuileO Universal 2017 17 0 03 RSU24011 Paye 1 ACCA..eTHRedWoodGLE\LoII44ThornBrookeTHRedWoodGLE.rup Calc - MJ8 House laces: E 10C -m: 2 glazing, clr low -e ouir, air gas, mil no brk Irm mat, cir innr, w 21 0.580 0 16.4 350 26.4 563 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); foreground = new concrete (0.32); 7 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low -e ouir, air gas, mil no brk Irm mat, clr innr, w 58 0.340 0 9.62 561 23.7 1382 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); foreground = new concrete (0.32); 7 ft overhang (6.3 ft window ht, 0 ft sep.); 6.67 ft head ht Doors 11 D0: Door, wd sc type a 24 0.390 0 11.0 265 12.0 288 n 18 0.390 0 11.0 196 12.0 213 all 42 0.390 0 11.0 461 12.0 501 Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1139 0.032 30.0 0.91 1031 1.74 1977 gypsum board int fnsh Floors 20P -19c: Fir floor, frm fir, 12" thkns, carpet Or Insh, r-19 cav ins, gar 236 0.050 19.0 1.41 334 0.71 168 ovr 22A-Ipl: Bg floor, light dry soil, on grade depth 31 0.989 0 28.0 854 0 0 C Wrl htsoft• 2016 -Jun -27 13:26.36 SCA9 Righl-Suile® Universal 2017 17 0.03 RSU24011 Page 2 eTHRedWoodGLE\Lo1144ThornBrookeTHRedWoodGLE.rup Calc = MJ8 House laces. E Project Summar Job: Lot144ThornBrookeTHR... Wrightsoft y Date: 7/8/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407-333.3853 Web: WWW.DEL-AIR COM For: Taylor Morrison Homes Notes: RVSD 6/24/16 JA LS 3/27/16 JA LS 6/27/16 JA Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 11700 Btuh Structure 18069 Btuh Ducts 2724 Btuh Ducts 4245 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 14424 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 22314 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 3375 Btuh Ducts 952 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (fJ21933 1933 Equipment latent load 4328 Btuh Volume ft3) 17431 17431 Air changes/hour 0.50 0.26 Equipment total load 26642 Btuh Equiv. AVF (cfm) 145 76 Req. total capacity at 0.75 SHR 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-030-230-19 Cond 14HPX-030-230-19 AHRI ref 7044384 Coil CBX27UH-030-230'++TDR AHRI ref 7044384 Efficiency 9 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 22500 Btuh Heating output 26400 Btuh @ 47°F Latent cooling 7500 Bluh Temperature rise 24 OF Total cooling 30000 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.069 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl htsoft` 9 2016 -Jun -271326:36 Righl-Suite® Universal 2017 17.0 03 RSU24011 gyp` Page 1 eTHRedWoodGLEkLo1144ThornBrookeTHRedWoodGLE rup Calc = MJ8 House laces E 4 wrightsoft' Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407-333-3853 Web: WWW DEL-AIR.COM Job: Loll 441ThornBrookeTHRed Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 83.5 If 8.6 It 2028.8 112 lamily 17.0 If 9.3 If heal/cool 22.0 x 14.0 It 308.0 II= Ty Construction number U -valueBluhrllZ•F) Or HTM BIu1Vll2) Area (111) or perimeter (11) Load BI h) Area (I12) or perimeter (II) Load Bluh) Heal Cool Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 W 12C•Osw,_ 0_091 n 2.58 2.34 56 56 144 131 0 0 0 0 W 13A•2ocs 0.201 n 5.69 4.33 28 28 159 122 0 0 0 0 11 12C-0sw 2A-2om 2A•2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 176 15 30 131 0 0 337 144 289 307 612 1228 0 0 0 0 0 0 0 0 0 0 0 0 Vy 0 13A•2ocs 11 DO 0.201 0.390 a a 5.69 11.04 4.35 11.99 98 24 74 24 421 265 322 288 0 0 0 0 0 0 0 0 W 16A•30ad 0.032 e 0.91 2.38 46 46 42 109 0 0 0 0 W 12C-Osw 0.091 s 2.58 2.34 16 16 41 37 0 0 0 0 G G 12C-Osw 2A•2om 2B -21m 0.091 0.340 0 350 0.201 0.580 0.340 w w w w w w 2.58 9.62 9_90 5.69 1641 962 2.34 43.24 35.15 4.35 26.40 23.71 176 45 8 123 1 0 317 433 79 288 1946 281 0 0 0 0 0 0 0 0 0 0 0 0 Vf/ 13A-2ocs IOC -m 2A-2om 159 21 58 79 15 54 449 350 561 344 563 1382 159 21 58 79 15 54 449 350 561 344 563 1382 q D 12C-0sw 11DO 0.091 0.390 n 2.58 11.04 1.44 11.99 308 18 290 18 747 196 418 213 47 0 47 0 120 0 67 0 C 16B•30ad 0.032 091 1.74 1139 1139 1031 1977 0 0 0 0 F 2OP-19c 0.050 1.41 0.71 236 236 334 168 0 0 0 0 F 22A-Ipl 989__!__ 27.99 0.00 903 31 854 0 308 17 476 0 t 6 c) AED excursion 1132 1051 Envelope losstgain 7194 11870 1956 3407 12 a) Infiltration b) Room ventilation 4506 0 1449 0 947 0 305 0 13 Internal gains: Occupants @ 230 Appliances/other 5 1150 3600 3 690 0 Subtotal pines 6 to 13) 11700 18069 2903 4401 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 23% I 231% 0 0 0 11700 2724 0 0 0 18069 4245 D% Oo/ 0 0 0 2903 0 0 0 0 4401 0 Total room load Air required (cfm) 14424 1000 22314 1000 1 2903 201 4401 197 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C wrightsoft" 2016 -Jun -27 13 26 36 A Zk Right-SuileS Universal 2017 17.0.03 RSU24011 Page 1 eTHRedWoodGLE\Lo1144ThornBrookeTHRedWoodGLE rup Calc . MJ8 House laces E wrightsoft' Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone 407-333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: L01144ThomBrookeTHRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area cake/kitchen 6.0 It 9.3 It heallcool 1.0 x 557.0 It 557.0 f12 powder 7.5 It 9.3 It heal/cool 4 5 x 8 5 It 38.3 112 Ty Construction number U -value 81uh/112-•F) Or HTM BI 112) Area (112) 1 or perimeter (11) Load BI h) Area (112) or perimeter (11) Load Bluh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 W 12C•Osw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n 569 4.35 0 0 0 0 28 28 159 122 11 V)/ CC 12C-Osw 2A -tom 2A•2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ L -D 13A•2ocs 11 D0 0.201 0 390 a a 5.69 11.04 4.35 11.99 56 24 32 24 182 265 139 288 42 0 42 0 239 0 183 0 W 16A•30ad 0.032 a 0.91 2.38 0 0 0 0 0 0 0 0 W 12C-Osw 0 091 s 2.58 2.34 0 0 0 0 0 0 0 0 v C 1 12C-Osw 2A•2om 2B -21m 0.091 0.340 0.350 0.201 0.580 0.340 w w w w w w 2.58 9.62 9.90 5.69 16.41 9.62 2.34 43.24 35.15 4.35 26.40 23.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1y - I-(f 13A-2ocs IOC•m 2A•2om 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q D 12C•Osw 11 D0 0.091 0.390 n 2.58 11.04 1.44 11.99 182 18 164 18 423 196 237 213 79 0 79 0 204 0 114 0 C 16B-30ad 0.032 0.91 1.74 0 0 0 0 14 14 12 23 F 2OP-19c 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A -IW 0.989 27.99 0.00 557 6 168 0 38 8 210 0 6 c) AED excursion 180 29 Envelope loss/gain 1234 697 824 414 12 a) Inlillration b) Room ventilation 334 0 108 Ol 418 01 134 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 2400 0 0 0 Subtotal (lines 6 to 13) 11568 3434 1242 548 14 15 Less external load Less transfer Redistribution Subtotal Duct bads I 0% 01/6 0 0 0 1568 0 0 0 0 3434 0 389/6 1 41% 0 0 0 1242 468 0 0 0 548 227 Total room load Air required (clm) 1568 109 3434 154 1711 119 775 35 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2016 -Jun -27 13:26:36 k Right -Suite® Universal 2017 17.0 03 RSU24011 Page 2 eTHRedWoodGLE\Lo1144ThornBrookeTHRedWoodGLE rup Calc = MJ8 Nouse laces E wrightsoft' Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 ax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: LOt144ThornBrookeTHRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr mt 17.5 it 8.0 It heal/cool 17.5 x 14.5 It 253.8 112 mslr we 0 it 8.0 It heal/cool 3.5 x 5.5 it 19.3 f12 Ty Construction number U -value Stuh/112-11F) Or HTM 81 f(2) Area (ft2) or perimeter (It) Load 81 h) Area (f12) or perimeter (ft) Load Btuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C•Osw 0.091 a 2.58 2.34 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 11 12C-0sw 2A-2om 2A•2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ t -.D 13A•2ocs 11 DO 0.201 0.390 a a 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A•30ad 0.032 a 0.91 2.38 46 46 42 109 0 0 0 0 W 12C-0sw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 I--( C 12C-0sw 2A-2om 2B -21m 0.091 0.340 0_350 w w w w w w 2.58 9.62 9.90 5.69 16.41 9.62 2.34 43.24 35.15 4.35 26.40 23.71 140 45 0 95 1 0 245 433 0 223 1946 0 0 0 0 0 0 0 0 0 0 0 0 0. 16 13A•2ocs 10C•m 2A-2om 0.201 0 580 0 340 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q __. D 12C-0sw 11 D0 0.091 0.390 n 2.58 11.94 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0 032 0.91 1.74 254 254 230 441 19 19 17 33 F 2OP-19c 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A -td 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 387 2 Envelope losstgain 949 3106 17 32 12 a) Inliltralion b) Room ventilation 1111 0 357 0 0 0 0 0 13 Internal gams: Occupants @ 230 Appliances/other 1 230 600 0 0 0 Subtotal (lines 6 to 13) 2060 4293 17 32 14 15 Less external load Less transfer dstribution Subtotal Duct loads 381/6 41% 0 0 0 2060 776 0 0 0 4293 1781 38% 41% 0 0 0 17 7 0 0 0 32 13 Total room load Air required (clm) 2836 197 6074 272 1 24 2 45 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fkwrightsoft' 2016 -Jun -27 13:26:36 A Right•Suile® Universal 2017 17.0 03 RSU24011 Page 3 eTHRedWoodGLE\Lo1144ThornBrookeTHRedWoodGLE.rup Calc = MJ8 House laces E wrightsoft Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CQNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333-2665 Fax' 407-333.3853 Web: WWW DEL.AIR.COM Job: 111.0144ThomBrookeTHRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr bth 0 It 8.0 It heal/cool 1.0 x 107.3 It 107.3 112 mstr wic 0 It 8.0 It heat/cool 11.5 x 7.0 It 80.5 112 Ty Construction number U -value Btuh/ItZ•F) Or HTM BI ltd Area (I11) or perimeter (It) Load BI h) Area (I12) or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 a 2.58 2.34 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n 5.69 4.35 U 0 0 0 0 0 0 0 11 L-_( G; 12C-Osw 2A-2om 2A-2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ t -D 13A-2ocs 11 DO 0.201 0.390 a a 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A.30ad 0.032 a 0.91 2.38 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 Vjl L-fGi 12C-Osw 2A-2om 28-21m 0.091 0.340 0350 w w w w w w 2.58 9.62 8_90 5.69 16.41 9.62 2.34 43.24 35.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 13A-2ors IOC -m 2A-2om 0.201 0.580 0.340 4.35 26.40 23.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q D 12C-Osw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 107 107 97 186 81 81 73 140 F 20P49c 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A4pI 0989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 9 7 Envelope loss/gain 97 177 73 133 12 a) Infiltration b) Room ventilation 0 0 0 01 0 01 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 97 177 73 133 14 15 Less external load Less transler Redistribution Subtotal Duct loads 38'/0 41% 0 0 0 97 37 0 0 0 177 73 38°/, 41% 0 0 0 73 27 0 0 0 133 55 Total room load Air required (cim) 134 9 250 11 100 7 188 8 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AC4 wrilghtsoft" 2016 -Jun -27 13 26 36 A Righl-Suite® Universal 2017 17 0.03 RSU24011 Page 4 eTHRedWoodGLE\Lo1144ThornBrookeTHRedWoodGLE.rup Catc = MJ8 House laces: E wrightsoft' Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD. FL 32771 hone: 407-333-2665 ax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot144ThornBrookeTHRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 2 10.5 It 8.0 It heaYcool 1.0 x 171.0 It 171.0 f12 rm 3 20.5 It 8.0 11 heat/cool 1.0 x 150.3 11 150.3 fir Ty Construction number U -value BtulVlt2-•F) Or HTM Btuh/fl2) Area (ft2) or perimeter (fl) Load Bluh) Area (112) or perimeter (11) Load BI h) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 2.58 2.34 0 0 0 0 56 56 144 131 W 13A-2ocs 0.201 n 569 4.35 0 0 0 0 0 0 0 0 11 12C-0sw 2A-2om 1 2A -20m 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 84 15 0 69 0 0 178 144 0 162 612 0 92 0 30 62 0 0 160 0 289 145 0 1228 y/ T -D 13A-2ocs 11 DO 0.201 0.390 a a 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 a 0.91 2.38 0 0 0 0 0 0 0 0 W 1&-Osw 0.091 s 2.58 2.34 0 0 0 0 16 16 41 37 V)/ ICG 12C-Osw 2A-2om 2B -21m 0.091 0 340 0_350 0.201 0580 0.340 w w w w w w 2.58 9.62 9_90 5.69 16.41 9.62 2.34 43.24 K._1 5 4.35 26.40 23.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 10C -m 2A-2om 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 0 12C-0sw 11D0 0.091 0.39 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 171 171 155 297 150 150 136 261 F 20P.19c 0.050 1.41 0.71 12 12 17 9 150 150 213 107 F 22A -I121 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 52 80 Envelope loss/gain 494 1027 982 1830 12 a) Irdillration b) Room ventilation 502 0 161 0 979 0 315 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 610 13) 996 1189 1962 2145 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 38'/0 11 41% 0 0 0 996 375 0 0 0 1189 493 38'/0 1 41% 0 0 0 1962 739 0 0 0 2145 890 Total room load Air required (ctm) I I 1371 95 1682 75 1 2701 1 187 3034 136 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. kwrightsoft- 2016 -Jun -2713:26.36 Right -Suite® Universal 2017 17.0.03 RSU24011 Page 5 eTHRedWoodGLE%Lot144ThornBrookeTHRedWoodGLE rup Calc = MJ8 House laces: E wrightsoftRight-J® Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 32771 hND4071On266655CFax: 407-333.3853 Web WWW DEL-AIR.COM Job: Lo1144ThornBrookeTHRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area bth 2 lav 0 It 8.0 It heat/cool 6.0 x 5.5 It 33.0 IR bth 2 0 It 8.0 it heal/cool 6.0 x 6.5 11 39.0 It? Ty Construction number U -value Btuh/It2-•F) Or HTM BI fig Area (119 or perimeter (11) Load Ell h) Area (fig I or perimeler (11) Load Bluh) Heat cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 11 12C-Osw 2A-2Dm 2A-2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1N Y -D 13A-2ocs 11 DO 0.201 0.390 a a 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 a 0.91 2.38 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 12C-Osw 2A-2om 28-21m 0.091 0.340 CLW 0.201 0.580 0.340 w w w w w w 2.58 9.62 990 5.69 16.41 9.62 2.34 43.24 35.15 4.35 26.40 23.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v 1 I -C C 13A-2ocs 10C -m 2A -tom 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q12C-Osw D 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 33 33 30 57 39 39 35 68 F 2OP-19c 0.050 1.41 0.71 33 47 24 9 9 13 6 F 22A -Id 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 4 4 Envelope loss/on 77 77 48 70 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 77 77 48 70 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 381/6 41% 0 0 0 77 29 0 0 0 77 32 389/6 41% 0 0 0 48 18 0 0 0 70 29 Total room load Air required (cim) 105 7 109 5 66 5 100 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk wrilghtsoft' 2016 -Jun -27 13:26:36 cA Right Universal 2017 17.0 03 RSU24011 Page 6 eTHRedWoodGLE%Lol144ThornBrookeTHRedWoodGLE rup Calc = MJ8 House faces: E wrightsof , Right -JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONINC 1 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 ax: 407.333.3853 Web- WWW.DEL-AIR COM Job: 1.01441Thorn BrookeTH Fled... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area laundry 4.5 It 8.0 11 heat/cool 1.0 x 271.5 It 271.5 02 Ty Construction number U -value Bluh/ItZ•F) Or HTM BI 119 Area (I12) or perimeter (11) Load Btuh) Area or perimeter Load Heal Cod Gross N/P/S Heat Cool Gross N/P/S Heal Cod 6 W 1210.0sw 0.091 a 2.58 2.34 0 0 0 0 W 13A•20cs 0.201 n 5.69 4.35 0 0 0 0 11 V)/ I; G 12C-0sw 2A -tom 2A•2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 0 0 0 0 0 0 0 0 0 0 0 0 Vy13A•2ocs D 11 DO 0.201 0 390 a a 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 e 0 91 2.38 0___0 0 0 W 1 &-Qsw 0091 s 2.58 2.34 0 0 0 0 1210-0sw 2A-2om 28-21m 0.091 0.340 0.350 w w w 258 9.62 9.90 2.34 43.24 35.15 4.35 26.40 23.71 36 0 8 28 0 0 72 0 79 66 0 281 y/ Lam(( 13A-2ocs 1010-m 2A-2om 0.201 0.580 0.340 w w w 5.69 16.41 9.62 0 0 0 0 0 0 0 0 0 0 0 0 L -O 12C 0sw 11 D0 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 C 168-30ad 0.0132 0.91 1.74 272 272 246 471 F 20P -19c 0.050 1.41 0.71 32 32 45 22 F 22A-113_1 0.969 27.99 000 0 0 0 0 6 c) AED excursion 61 Envelope loss/gain 442 901 12 a) Infiltration b) Room ventilation 215 0 69 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 600 Subtotal (lines 6 to 13) 657 1571 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 38'/, 1 41% 0 0 0 657 248 0 0 0 1571 652 Total room bad Air required (cfm) 904 63 2222 100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2016 -Jun -27 13.26 36 A Right-Suile® Universal 2017 17 0 03 RSU24011 Page 7 eTHRedWoodGLE\Lol144ThornBrookeTHRedWoodGLE.rup Calc = MJ8 House laces: E wrightsoft• Duct System Summary Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407.333.2665 Fax 407-333.3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Homes Job: Lotl44ThornBrookeTHR... Date: 7/8/2014 By: FJF Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.261 in/100ft 0.261 in/10011 Actual air flow 1000 cfm 1000 cfm Total effective length (TEL) 130 it Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk blh 2 h 66 5 4 0.265 4.0 Ox 0 VIFx 28.1 100.0 st3 blh 2 lav h 105 7 5 0.276 4.0 Ox 0 VIFx 23.0 100.0 st3 cake/kilchen c 3434 109 154 0.281 8.0 Ox 0 VIFx 26.1 95.0 st2 lamiy h 2903 201 197 0.261 8.0 Ox 0 VIFx 35.1 95.0 st2 laundry C 2222 63 100 0.349 5.0 Ox 0 VIFx 12.3 85.0 SO mstr blh c 250 9 11 0.363 4.0 Ox 0 VIFx 8.7 85.0 SO mstr rm c 6074 197 272 0.339 9.0 Ox 0 VIFx 15.3 85.0 SO mstr we c 45 2 2 0.361 4.0 Ox 0 VIFx 9.2 85.0 SO mstr wic c 188 7 8 0.368 4.0 Ox 0 VIFx 7.3 85.0 stl powder h 1711 119 35 0.262 5.0 Ox 0 VIFx 34.6 95.0 st2 rm 2 h 1371 95 75 0.264 6.0 Ox 0 VIFx 28.8 100.0 st3 rm 3 h 2701 187 136 0.275 7.0 Ox 0 VIFx 23.5 100.0 st3 wri htsoft' 2016 -Jun -27 13 26:37 At- 9 Right -Style® Universal 2017 17.0.03 RSU24011 Page 1 X-0- ..eTHRedWoodGLE%Lo1144ThornBrookeTHRedWooc$GLE.rup Calc = MJ8 House laces. E Trunk Htg Cig Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 429 386 0.261 546 12.0 0 x 0 VinlFlx SO Peak AVF 571 614 0.264 574 14.0 0 x 0 VinlFlx st3 Peak AVF 294 221 1 0.264 666 9.0 0 x 0 VinlFlx stl wri htsoft' 2016 -Jun -27 13 26:37 At- 9 Right -Style® Universal 2017 17.0.03 RSU24011 Page 1 X-0- ..eTHRedWoodGLE%Lo1144ThornBrookeTHRedWooc$GLE.rup Calc = MJ8 House laces. E Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rb1 Ox 0 1000 1000 0 0 0 0 Ox 0 VIFx WiI7t5Ofift' 2016 -Jun -2713.2637 l 9 Right-Suile® Universal 2017 17 0 03 RSU24011 Page 2 AC0% eTHRedWoodGLE\Lo1144ThornBrookeTHRedWoodGLE.rup Calc - MJ8 House laces E FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 7 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures, 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. R402.4.3 Fenestration air leakage)Nindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer Exception: Site -built windows, skylights and doors. R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate healing and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heal operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)NII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feel (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test. Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/27/2016 1.50 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can tum off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Y. inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage lank. R403.4.4 Water heater efficiencies (Mandatory). Water heater efficiencies 7 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'F (38'C to 60'C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. 7 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1 Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2 Be installed at an orientation within 45 degrees of true south. 7 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403.5.1. Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. 7 R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2• No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3• If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise. 7 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved healing and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safely factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 Mmes greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load 6/27/2016 1:50 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heal pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403 6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric bumers shall not be less than the design load calculated in accordance with Section R403.6.1. R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options. 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 7 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat selling. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space healers shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems 3. Where pumps are powered exclusively from on-site renewable generation. R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heal loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6 R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 6/27/2016 1.50 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 42x42 A/C SLAB BY BLDR MIN O02' FROM WALL ` CV yam..Arl- C0 10 0 p V/SKV l2.OV IPM10.10 p.n ' Owners Sude j SL U.. Faml 22.12 g - aA, 1'dr "rTic I I I I I..e 1.cd 1 I 95 70 16.16 fbr.g 1..0 II.cd e N 0'd XWEYVECI TVO 2014 WN DAMPER SYSTEM 9' HZZZIK 4. Ov. trans ! I O.rd 1. .10 } Oard 12 .r 0. Cd V0 OO Q 10.10 4.cd I Oo sold 10 Laundry rs 13' bath duct o W g N6, law oollaoo w I to roof cop N V I I ars csA laao 10.6 1. w/fon > arow\ \ d IGod ll — 100 Nutone 696RNB (l1 J n 1. drys duce I1 rs I Pravlll a/ cn' duct ch.. 0 to rear t.a W.I.C. s to a- j--__*_ 3' bath duct to to roof cop v to` roory . w/fon Nutone 696RNB r N bray ; E' 12s 0• 0 r.g S36 Lcd I 1 -Car rGarage w uc Wroo 2 a. to wall cap q wa. w/fan Z a. Nutone 696RN 7• w O I2 rag V 12.6 .ce WSOOAREFOOTAGESIW I i - POfdl Bed` 3 a.•a.r•a.a:ar I Q. O O 1 1 i p i u O V pq •—I QoV o Transfer ducts/gral•s sl=•d 6, O N C*N%1.nc• .11h /lard. R.Of•ntbl loading code - K16o2.4 a1.nc•d r Q ~ O a•e_ AA • •sc.otlys 1-7. Md., Q W O = \ 7 hu.t vovlde onrestrkted 1 Inch Main Floor Plan Upper Floor Plan J vd.rcut a dears to h.bltaa. a re o r V vww YUlll YY•W. gNYI Y'lt6m=mml Ralting zo >: N Q] Traditional Ele atic W > z z cCo lii3 O J O O a a: Must have o nlnlnun clearance of 4 Inches around the air handler per the State Energy code. All duct hos on rs6 6tsulatlon value. m d J N 0 0 FORM R405-2014 CORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot145ThomBrookeTHRedWoodGLE Builder Name: Taylor Morrison Homes Street: Permit Office: 1 9 6 City, State, Zip: FL, Permit Number: Owner: Jurisdiction: J;94999 Design Location: FL, Orlando 1. New construction or existing New (From Plans) 9. Wall Types (2558.4 sqft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Common R=13.0 1541.80 ft' b. Frame - Wood, Exterior R=13.0 424.00 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 308.00 ft' 4. Number of Bedrooms 3 d other (see details) R= 284.67 fl' 10. Ceiling Types (1192 0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1142.00 fl 6. Conditioned floor area above grade (ft') 1933 b. Knee Wall (Vented) R=30.0 50.00 fl' Conditioned floor area below grade (fl') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(177.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 386.6 a. U -Factor: Dbl, U=0 34 103.58 fl' SHGC: SHGC=0.29 b. U -Factor: Dbl, U=0.34 45.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.26 a. Central Unit 30.0 SEER:15.00 c. U -Factor: Dbl, U=0.58 21.33 ft' SHGC: SHGC=0.32 13. Healing systems kBtu/hr Efficiency d. U -Factor: other (see details) 8.00 ft' a. Electric Heat Pump 26.4 HSPF:9.00 SHGC: other (see details) Area Weighted Average Overhang Depth: 3.695 ft. Area Weighted Average SHGC: 0.287 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1933.0 sqft.) Insulation Area EF: 2.400 a Slab -On -Grade Edge Insulation R=0.0 894.00 fl' b Conservation features b Floor Over Other Space R=0 0 790.00 fl' None c. other (see details) R= 249.00 ft' 15. Credits Pstat Glass/Floor Area: 0.092 Total Proposed Modified Loads: 41.54 PASSTotalBaselineLoads: 42.06 1 hereby certify that the plans and specifications covered by Review of the plans and olff ST4T this calculation are in compliance with the Florida Energy specifications covered by this y0 Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY. Before construction is completed DATE: 6/27./-1.6 this building will be inspected for compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. G'OpWF-C-f-v OWNER/AGENT:_ _ _ BUILDING OFFICIAL: -_C2 DATE: _ T= DATE: 9_I.,i'/L._-_ Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.040 Qn for whole house. 6/27/2016 1.59 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 6/27/2016 1.59 PM EnergyGaugeO USA - FlaRes2014 Section R405.4 1 Compliant Software Page 2 of 5 PROJECT Title: Lot145ThomBrookeTHRedW Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1933 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Homes Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan. No City, State, Zip: Family Type: Multi -family FL , New/Existing: New (From Plans) Comment: CLIMATE J IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1933 16626.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 894 8314.2 Yes 4 0 1 Yes Yes Yes 2 Floor 2 1039 8312 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Floor over Garage Floor 2 __— _—_ 249 ft' 19 0.1 0 0.9 2 Slab On -Grade Edge Insulatio Floor 1 31 R 0 894 fl' 0.42 0 0.58 3 Floor Over Other Space Floor 2 ___ ____ 790 ft' 0 0.3 0 0.7 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1278 ft' 286 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1143 ft' N N 6/27/2016 1.59 PM EnergyGaugeO USA - FlaRes2014 Section R405.4 1 Compliant Software Page 2 of 5 FORM R405-2014 6/27/2016 1:59 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 CEILING Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Knee Wall (Vented) Floor 1 30 10 ft' 0.11 Wood 2 Knee Wall (Vented) Floor 1 30 16 ft' 0.11 Wood 3 Knee Wall (Vented) Floor 1 30 8 ft' 0.11 Wood 4 Knee Wall (Vented) Floor 1 30 16 ft' 0.11 Wood 5 Under Attic (Vented) Floor 1 38 1142 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To Wall Type Space R_Value-Et-In-Et_In Area-R_Value-Fraction-Absor._Grade%_ 1 N Exterior Frame - Wood Floor 2 13 7 0 8 0 56.0 ft' 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul Floor 1 4.1 3 0 9 4 28.0 ft' 0 0 0.6 0 3 E Exterior Frame - Wood Floor 2 13 22 0 8 0 176.0 ft' 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul Floor 1 4.1 10 6 9 4 98.0 ft' 0 0 0.6 0 5 S Exterior Frame - Wood Floor 2 13 2 0 8 0 16.0 ft' 0 0.23 0.6 0 6 W Exterior Frame - Wood Floor 2 13 22 0 8 0 176.0 ft' 0 0.23 0.6 0 7 W Exterior Concrete Block - Int Insul Floor 1 4.1 17 0 9 4 158.7 ft' 0 0 0.6 0 8 Garage Frame - Wood Floor 1 11 33 0 9 4 308.0 ft' 0 0.23 0.01 0 9 N Neighbor Frame - Wood Floor 1 13 47 0 9 4 438.7 ft' 0.23 0.01 0 10 S Neighbor Frame - Wood Floor 1 13 33 4 9 4 311.1 ft' 0.23 0.01 0 11 N Neighbor Frame - Wood Floor 2 13 47 0 8 0 376.0 ft' 0.23 0.01 0 12 S Neighbor Frame - Wood Floor 2 13 52 0 8 0 416.0 ft' 0.23 0.01 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 E Insulated Floor 1 None 4 3 8 24 ft' 2 Wood Floor 1 None 46 2 8 6 8 17.8 R' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V/ Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 E 3 Vinyl Low -E Double Yes 0.34 0.26 15.0 ft' 1 ft 0 in OR 10 in Drapes/blinds None 2 E 3 Vinyl Low -E Double Yes 0.34 0.26 30.0 ft' 1 ft 0 in 3 ft 3 in Drapes/blinds None 3 W 6 Vinyl Low -E Double Yes 0.35 0.31 8.0 ft' 1 ft 0 in 0 ft 8 in None None 4 W 6 Vinyl Low -E Double Yes 0.34 0.29 45.0 ft' 1 ft 0 in 0 ft 8 in Drapes/blinds None 5 W 7 Vinyl Low -E Double Yes 0.58 0.32 21.3 ft' 7 It 0 in 0 R 0 in None None 6 W 7 Vinyl Low -E Double Yes 0.34 0.29 58.6 R' 7 ft 0 in 0 It 0 in Drapes/blinds None 6/27/2016 1:59 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 6/27/2016 1 59 PM EnergyGauge® USA - FlaRes2014 Section R405.4 1 Compliant Software Page 4 of 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 249 ft' 0 ft' 16 It 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000273 1385.5 76.06 143.05 .2456 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:9 26.4 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use Se1Pnt Conservation 1 Electric Heat Pump Garage 2.4 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft7 DUCTS v # Supply ---- Location R -Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 386.6 K Attic 96.65 ft Proposed On Attic --- cfm 77.3 cfm 0.04 0.60 1 1 6/27/2016 1 59 PM EnergyGauge® USA - FlaRes2014 Section R405.4 1 Compliant Software Page 4 of 5 FORM R405-2014 6/27/2016 1:59 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan He Jan Feb Feb r MarfXXMar r A r Apr a May IM Junri Jun Jul Julri rX Au Au ri Se jj Sep [ Oct Oct r ,Nov jXj Nov r Dec X] Dec Ventin Jan Feb lX Mar A r May Jun Jul Aug Se [[X) Oct X) Nov J Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/27/2016 1:59 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing New (From Plans) 2. Single family or multiple family Multi -family 3. Number of units, if multiple family 1 R=11.0 4. Number of Bedrooms 3 284.67 R' 5. Is this a worst case? No R=38.0 6. Conditioned floor area (ft') 1933 50.00 N' 7. Windows" Description fl' Area a. U -Factor: Dbl, U=0.34 103.58 ft' SHGC: SHGC=0.29 b. U -Factor: Dbl, U=0.34 45.00 fN SHGC: SHGC=0.26 c. U -Factor: Dbl, U=0.58 21.33 ft' SHGC' SHGC=0.32 d. U -Factor: other (see details) 8.00 ft' SHGC other (see details) Area Weighted Average Overhang Depth. 3.695 ft. Area Weighted Average SHGC: 0.287 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 894.00 ft' b. Floor Over Other Space R=0.0 790.00 ft' c. other (see details) R= 249.00 ft' FL, 9. Wall Types a. Frame - Wood, Common b. Frame - Wood, Exterior c. Frame - Wood, Adjacent d. other (see details) 10. Ceiling Types a. Under Attic (Vented) b. Knee Wall (Vented) c. N/A 11. Ducts a. Sup: Attic, Ret: Attic, AH: Attic 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Insulation Area R=13.0 1541.80 R' R=13.0 424 00 ft' R=11.0 308.00 ft' R= 284.67 R' Insulation Area R=38.0 1142.00 ft' R=30.0 50.00 N' R= fl' R ft' 6 386.6 kBlu/hr Efficiency 30.0 SEER:15.00 kBtu/hr Efficiency 26.4 HSPF:9.00 Cap: 50 gallons EF: 2.4 Pstat O ZHE STg S, cc P: Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/27/2016 1.59 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot145ThomBrookeTHRedWoodGLE Builder Name: Taylor Morrison Homes Street: Permit Office: City, State, Zip: FL, Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have Basketed doors 6/27/2016 1:59 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include O This checklist D A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). O Energy Performance Level (EPL) Display Card (one page) D Mandatory Requirements(three pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) D A completed Envelope Leakage Test Report(usually one page) O If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge®. USRCSB A.0 6/27/2016 1.59:32 PM Page 1 of 1 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 145ThornBrookeTHRedWoodGLE Builder Name: Taylor Morrison Homes Street. Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691000 Duct Test Time: Post Construction Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 1 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Divide byLeakage Total Conditioned Floor Area) Qn,Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: yOR SHE ST,q 0 O Cr a AlcoD t E 1 6/27/2016 2.00 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot145ThornBrookeTHRedWoodGLE Builder Name: Taylor Morrison Homes Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691000 Envelope Leakage Test Results Regression Data: L n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): E LA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rale of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed, 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: 6/27/2016 1:59 PM Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: L- -- - - — EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Softwar 04- t1KE STATA 1l,0.60 WE Page 1 of 1 d- wrightsoft• Manual S Compliance Report Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407.333.3853 Web WWW DEL -AIR COM For: Taylor Morrison Homes Job: LOt145ThornBrookeTHR... Date: 7/8/2014 By: FJF Design Conditions Equipment type: Split ASHP Manufacturer: Outdoor design DB: 92.5°F Sensible gain: 22314 Btuh Entering coil DB: 76.9°F Outdoor design WB: 76.3°F Latent gain: 4328 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 26642 Btuh Indoor RH: 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-030-230-19+CBX27UH-030-230'++TDR Actual airflow: 1000 cfm Sensible capacity: 22750 Btuh 102% of load Latent capacity: 4765 Btuh 110% of load Total capacity: 27515 Btuh 103% of load SHR: 83% Design Conditions Outdoor design DB: 41.7°F Heat loss: 14424 Btuh Entering coil DB: 69.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-030-230-19+CBX27UH-030-230'++TDR Actual airflow: 1000 cfm Output capacity: 27174 Btuh 188% of load Capacity balance: 26 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1000 cfm Output capacity: 4.9 kW 115% of load Temp. rise: 50 OF The above equipment was selected in accordance with ACCA Manual S. C wri htsoft 2016 -Jun -2713:5659 9 ' Righl-SuileO Universal 2017 17.0.03 RSU24011 Page I 14CC%..eTHRedWoodGLE\Lo1145ThornBrookeTHRedWoodGLE.rup Calc - MJ8 House laces: E Component Constructions Job: LOt145ThornBrOOkeTHR Wrightsoft- ... Date: 7/8/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone. 407-333-2665 Fax: 407.333-3853 Web: WWW DEL-AIR.COM Project• • For: Taylor Morrison Homes Location: Orlando Intl AP, FL, US Elevation: 95 1t Latitude: 280N Outdoor: Heating Cooling Dry bulb (°F) 42 93 Daily range (°F) - 17 ( M) Wet bulb (°F) - 76 Wind speed (mph) 15.0 7.5 Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity (%) Moisture difference (gr/Ib) Infiltration: Method Construction quality Fireplaces Heating 70 28 30 1.5 Simplified Average 0 Cooling 75 18 50 46.4 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain m eahmr-"F hr-"FIBah eahM Bah 131uh4P Ban Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 56 0.091 13.0 2.58 144 2.34 131 fnsh, 2"x4" wood frm, 16" o.c. stud a 131 0.091 13.0 2.58 337 2.34 307 s 16 0.091 13.0 2.58 41 2.34 37 W 123 0.091 13.0 2.58 317 2.34 288 all 326 0.091 13.0 2.58 840 2.34 764 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 28 0.201 0 5.69 159 4.35 122 board int Insh a 74 0.201 0 5.69 421 4.35 322 W 79 0.201 0 5.69 449 4.35 344 all 181 0.201 0 5.69 1029 4.35 787 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" a 46 0.032 30.0 0.91 42 2.38 109 gypsum board int Insh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int Insh, 2"x4" 290 0.091 13.0 2.58 747 1.44 418 wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, Or low -e ouir, air gas, mil no brk frm mat, Or innr, a 15 0.340 0 9.62 144 40.8 612 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.26); foreground = new concrete (0.32): 1 ft overhang (5 ft window ht, 0.8 it sep.); 6.67 it head ht 2A-2om: 2 glazing, Or low -e ouir, air gas, mil no brk Irm mat, Or innr, a 30 0.340 0 9.62 289 40.9 1228 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.26); foreground = new concrete (0.32); 1 ft overhang (5 ft window ht, 3.3 it sep.); 6.67 it head ht 2A-2om: 2 glazing, Or low -e ouir, air gas, mtl no brk frm mat, clr innr, w 45 0.340 0 9.62 433 43.2 1946 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); foreground = new concrete (0.32); 1 it overhang (5 ft window ht, 0.7 it sep.); 6.67 it head ht 2B-2fm: 2 glazing, clr low -e ouir, air gas, mll no brk Irm mat, clr innr, w 8 0.350 0 9.90 79 35.1 281 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4 ft window hl, 0.7 it sep.); 6.67 it head ht 2016 -Jun -2713.56.59 lCWrhtsoft• 9 Right -Suite® Universal 2017 17.0 03 RSU24011 Page 1 14CC*- . eTHRedWoodGLE\Lo1145ThornBrookeTHRedWoodGLE rup Calc = MJ8 House laces, E 10C -m: 2 glazing, clr low -e ouir, air gas, mill no brk Irm mal, clr innr, w 21 0.580 0 16.4 350 26.4 563 1/4" gap, 1/8" thk: NFRC rated (SHGC=0.32); foreground = new concrete (0.32); 7 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low -e ouir, air gas, mil no brk Irm mat, clr innr, w 58 0.340 0 9.62 561 23.7 1382 1/4" gap, 1/8" thk; NF IRC rated (SHGC=0.29); foreground = new concrete (0.32); 7 It overhang (6.3 It window ht, 0 ft sep.); 6.67 ft head ht Doors 11 D0: Door, wd sc type a 24 0.390 0 11.0 265 12.0 288 n 18 0.390 0 11.0 196 12.0 213 all 42 0.390 0 11.0 461 12.0 501 Ceilings 16B-30ad: Attic ceiling, asphalt shingles root mat, r-30 ceil ins, 1/2" 1139 0.032 30.0 0.91 1031 1.74 1977 gypsum board intlnsh Floors 20P -19c: Fir floor, irm fir, 12' thkns, carpet fir Insh, r-19 cav ins, gar 236 0.050 19.0 1.41 334 0.71 168 ovr 22A-ipl: Bg floor, light dry soil, on grade depth 31 0.989 0 28.0 854 0 0 C Wrl htsoft' 2016 -Jun -27 13:56:59 9 Righl-Suile® Universal 2017 17.0.03 RSU24011 Page 2 ACCIK eTHRedWoodGLE\Lo1145ThornBrookeTHRedWoodGLE.rup Calc = MJ8 House laces: E Project SJob: Loll 45ThornBrookeTHR... wrightsoft yummar Date: 7/8/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407.333.3853 Web: WWW DEL-AIR.COM Project• • For: Taylor Morrison Homes Notes: RVSD 6/24/16 JA LS 3/27/16 JA LS 6/27/16 JA Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 11700 Btuh Structure 18069 Btuh Ducts 2724 Btuh Ducts 4245 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 14424 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 22314 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3375 Btuh Ducts 952 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (fl2) 1933 1933 Equipment latent load 4328 Btuh Volume (fl3) 17431 17431 Air changes/hour 0.50 0.26 Equipment total load 26642 Btuh Equiv. AVF (cfm) 145 76 Req. total capacity at 0.75 SHR 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-030-230-19 Cond 14HPX-030-230-19 AHRI ref 7044384 Coil CBX27UH-030-230'++TDR AH R I ref 7044384 Efficiency 9 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 22500 Btuh Heating output 26400 Btuh @ 47°F Latent cooling 7500 Btuh Temperature rise 24 OF Total cooling 30000 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.069 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 WI'1 htsoft' 9 Right.SuileO 17.0.03 RSU24011 2016 -Jun -2713.56:59 Universal 2017 Page 1 eTHRedWoodGLE\Lo1145ThornBrookeTHRedWoodGLE.rup Calc - MJ8 House laces E wrightsoft' Right -JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONINC I 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 ax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot145ThomBrookeTHRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 83 5 it 8.6 It 2028.8 42 lamily 17.0 It 9.3 It heat/cool 22.0 x 14.0 It 308.0 112 Ty Construction number U -valueBtuWlt2-*F) Or HTM BI fig Area (112) or perimeter (Il) Load 81 h) Area (W) or perimeter (II) Load Bluh) Heat cod Gross N/P/S Heat cod Gross N/P/S Heal cod 6 W 12C-0sw 0.091 a 2.58 2.34 56 56 144 131 0 0 0 0 W 13A-2ocs 0.201 n 5.69 4.35 28 29 159 122 0 0 0 11 V6 12C-Osw 2A -20m 2A-2om 0.091 0.340 0.340e a a 2.58 9.62 9.62 2.34 40.81 40.93 176 15 30 131 0 0 337 144 289 307 612 1228 0 0 0 0 0 0 0 0 0 0 0 0 t -D 13A-2ocs 11 D0 0.201 0.390 a a 5.69 11.04 4.35 11.99 98 24 74 24 421 265 322 288 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 a 0.91 2.38 46 46 42 109 0 0 0 0 W 12C -05w 0.091 s 2.58 2.34 16 16 41 37 0 0 0 0 y/ 12C-0sw 2A-2om 2B -21m 0.091 0.340 0_350 0.201 0.580 0.340 w w w w w w 2.58 9.62 Q. 90 5.69 16.41 9.62 2.34 43.24 A.15 4.35 26.40 23.71 176 45 8 123 1 0 317 433 79 288 1946 281 0 0 0 0 0 0 0 0 0 0 0 0 344 563 1382 Vj 2C 13A-2ocs 10C -m 2A-2om 159 21 58 79 15 54 449 350 561 344 563 1382 159 21 58 79 15 54 449 350 561 q D t2C-0sw t1D0 0.091 0.390 n 2.58 11.04 1.44 1199 308 18 290 18 747 196 418 213 47 0 47 0 120 0 67 0 c 16B-30ad 0.032 0.91 1.74 1139 1139 1031 1977 0 0 0 0 F 20P -19c 0.050 1.41 0.71236 236 334 168 0 0 0 0 F 22A -Id 0.989 27.99 0.00 903 31 854 0 306 17 476 0 6 c) AED excursion 1132 1051 Envelope loss/gain 7194 11870 1956 3407 12 a) Inlillration b) Room ventilation 4506 0 1449 01 947 0 305 0 13 Internal gains: Occupants @ 230 Appliances/other 5 1150 3600 3 690 0 Subtotal (lines 6 to 13) 11700 18069 2903 4401 14 Less external load Less transfer Redistnbuhon Subtotal Duct loads 235/6 1 235/6 0 0 0 11700 2724 0 0 0 18069 4245 09/611 0 0 0 2903 0 0 0 4401 0 r Total room load Air required (cfm) 14424 IODO 22314 1000 1 29031201 4401 197 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. wrightsoft' 2016 -Jun -2713.56.59 Right -Suite® Universal 2017 17 0 03 RSU24011 Page 1 eTHRedWoodGLE\Lo1145ThornBrookeTHRedWoodGLE.rup Cale -M,18 House laces E wrightsoft Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONINC531CODISCOWAY, SANFORD. FL 32771 hone: 407.333.2665 ax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: 1.0145T h o rn B ro o keT H R ed ... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area cake/kitchen 6.0 If 9.3 It heal/cool 1.0 x 557.0 It 557.0 It2 powder 7.5 It 9.3 It heal/cool 4.5 x 8.5 It 38.3 IIT Ty Construction number U -value BtuNltZ•F) Or HTM Bluh/It9 Area (fly or perimeter (It) Load BI h) Area (fig or penmeter (Il) Load Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n 5.69 4.35 0 0 0 U 28 28 159 122 11 12C-0sw 2A-2om 2A-2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1--D 13A-2ocs 11DO 0.201 0.390 a a 5.69 11.04 4.35 11.99 56 24 32 24 182 265 139 288 42 0 42 0 239 0 183 0 W 16A-30ad 0.032 n 0.91 2.38 0 0 0 0 0 0 0 0 W 12(Z-0sw 0.091 s 2.58 2.3a 0 0 0 0 0 0 0 0 y/ i; GG 12C-0sw 2A-2om 2B -21m 0.091 0.340 0_350 0.201 0.580 0.340 w w w w w w 2.58 9.62 0_90 5.69 16.41 9.62 2.34 4324 35.15 4.35 26.40 23.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1/ C VLC 13A-2ocs 10C -m 2A-2om 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LLD 12C-0sw 11DO 0.091 0.390 n 2.58 11.04 1.44 11.99 182 18 164 18 423 196 237 213 79 0 79 0 204 0 114 0 C 16B-30ad 0 032 0.91 1.74 0 0 0 0 14 14 12 23 F 20P -19c 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A -Id 0.989 27.99 0.00 557 6 168 0 3a B 210 0 6 c) AED excursion 180 29 Envelope losstgain 1234 697 824 414 12 a) Infiltration b) Room ventilation 334 0 108 0 418 0 134 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 2400 0 0 0 Subtotal (lines 6 to 13) 1568 3434 1242 548 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 0% 0% 0 0 0 1568 0 0 0 0 3434 0 385/6 41% 0 0 0 1242 468 0 0 0 548 227 Total room load Air required (clm) 1568 109 3434 154 1711 119 775 35 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 14G- wrllghtsoft' 2016 -Jun -2713.56:59 1i Righl•Su4e® Universal 2017 17.0.03 RSU24011 page 2 eTHRedWoodGLE\Lo1145ThornBrookeTHRedWoodGLE.rup Calc - MJ8 House laces E wrightsoft' Right -J® Worksheet Entire House DEL -AIR HEATING & AIR C9NDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 ax: 407.333.3853 Web WWW DEL -AIR COM Job: Lot 145ThomBrookeTHRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr rm 17.5 It 8.0 If heat/cool 17.5 x 14.5 It 253.8 I12 mstr we 0 If 8.0 It heat/cool 3.5 x 5.5 It 19.3 112 Ty Construction number U -value Btuhlft2-°F) Or HTM Ell 112) Area (I12) or perimeter (II) Load Bl h) Area (It2) or perimeter (It) Load Bluh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 W 12C-Osw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 11 411 I-(G 12C-Osw ZA-tom 2A-2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ X 13A-2ocs 11 DO 0.201 0.390 a a 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 a 0.91 2.38 46 46 42 109 0 0 0 0 W 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 12C-Osw ZA-2om 2B -21m 0.091 0.340 0350w8_90 w w 2.58 9.62 5.69 1641 9.62 2.34 43.24 3515 4.35 26.40 23.71 140 45 0 95 1 0 245 433 0 223 1946 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 10C -m ZA-2om 0201 0.580 0.340 w w w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q D 12C-Osw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 254 254 230 441 19 19 17 33 F 2OP-19c 0.050 1.41 0.71 0 0 0 0 0 0 0 F 22A -Id 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 387 2 Envelope loss/gain 949 3106 17 32 12 a) Infiltration b) Room ventilation 1111 0 357 01 0 of 0 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 600 0 0 0 Subtotal (lines 6 to 13) 2060 4293 17 32 14 15 Less external load Less transfer Redistribution Subtotal Duclload5 38% 41% 0 0 0 2060 776 0 0 0 4293 1781 38% 41% 0 0 0 17 7 0 0 0 32 13 Total room load Air required (clm) 2836 197 6074 272 24 2 45 2 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. wrightsoft" 2016 -Jun -27 13:56.59 ACCA. Right-Suile® Universal 2017 17 0.03 RSU24011 Page 3 eTHRedWoodGLE\Lot145ThornBrookeTHRedWoodGLE.rup Calc - MJ8 House laces E wrightsoft' Right -M Worksheet Entire House DEL -AIR HEATING 81 AIR CPNDITIONING 531 CODISCO WAY, SANFORD. FL 32771 hone: 407.333.2665 ax: 407.333.3853 Web: WWW.DEL•AIR.COM Job: Lot145ThomBrookeTHRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area msir bth 0 It so It heat/cool 1.0 x 107.3 II 107.3 It2 msir wic 0 f1 8.0 It heat/cool 11.5 x 7.0 it 80.5 112 Ty Construction number U -valueBlulvlt2-•F) Or HTM BIuI I12) Area (112) or perimeter (11) Load Bluh) Area (fig or perimeter (II) Load BI h) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 W 13A•2ocs 0.201 n 5.69 4.35 0 U 0 U U 0 0 0 11 Vjl L _( G 12C-0sw 2A -tom 2A•2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy L -D 13A•2ocs 11 DO 0.201 0.390 a a 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A•30ad 0.032 a 0.91 2.38 0 0 0 0 0 0 0 0 W 12-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 12CC-Osw 2A•2om 213•21m0 0.091 0.340 350 0.201 0.580 0.340 w w w 2.58 9.62 9_90 2.34 43.24 33' .15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj/ 1- l 13A-2ocs IOC•m 2A•2orn w w w 5.69 16.41 9.62 4.35 26.40 23.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q12C-0sw 0 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 107 107 97 186 81 81 73 140 F 20P49c 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 2ZA•1d 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 9 7 Envelope loss/gain 97 177 73 133 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (Imes 6 to 13) 97 1771 73 133 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 38% 41% 0 0 0 97 37 0 0 0 177 73 385/6 1 41% 0 0 0 73 27 0 0 0 133 55 Total room load Air required (ctm) 134 9 250 11 100188 7 8 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2016 -Jun -27 13.56,59 AC A Righl-SuileO Universal 2017 17.0.03 RSU24011 Page 4 eTHRedWoodGLE\Lo1145ThornBrookeTHRedWoodGLE.rup Calc = MJ8 House laces E wrightsoft' Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 ax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: L01145ThornBrookeTHRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 2 10.5 if 8.0 11 heat/cool 1.0 x 171.0 It 171.0 f12 rm 3 20.5 11 8.0 1l heat/cool 1.0 x 150.3 It 150.3 112 Ty Construction number U -value Btuhlll;•F) Or HTM 81uh/fl2) Area (ftp) or perimeter (fl) Load 81 h) Area (112) or perimeter (11) Load Bluh) Heat Cod Gross N/P/S Heat Cod Grass N/P/S Heat cod 6 W 12C-0sw 0.091 n 2.58 2.34 0 0 0 0 56 56 144 131 W 13A-2ocs 0.201 n 5.69 435 0 0 0 0 0 0 0 0 11 12C-Osw 2A•2om 2A-2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 84 15 0 69 0 0 178 144 0 162 612 0 92 0 30 62 0 0 160 0 289 145 0 1228 t -D 13A-2ocs 11 D0 0.201 0.390 a a 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 a 0.91 2.38 0 0 0 0 0 0 0 0 W 12C Osw 0.091 s 2.58 2.34 0 0 0 0 16 16 41 37 v H -f 3 12C-osw 2A•2om 2B•21m 0.091 0.340 350 0.201 0.580w 0.340 w w w w w 2.58 9.62 8_90 5.69 16.41 9.62 2.34 43.24 35.15 4.35 26.40 23.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G G 13A-2ocs 10C -m 2A•2om 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q g -D 12C-Osw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 171 171 155 297 150 150 136 261 F 20P -19c 0.050 1.41 0.71 12 12 17 9 150 150 213 107 F 22A -td 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 52 80 Envelope loss/gain 494 1027 982 1830 12 a) Infiltration b) Room ventilation 502 0 161 0 979 0 315 0 13 Internal gains: Occupants @ 230 Appliances/olher 0 0 0 0 0 0 Sublolal (lines 6 to 13) 996 1189 1962 2145 14 15 Less external load Less transfer Redistnbulion Subtotal Duct loads 38% 4t% 0 0 0 996 375 0 0 0 1189 493 38% 41% 0 0 0 1962 739 0 0 0 2145 890 Total room load Air required (cim) 1371 95 1682 75 2701 187 3034 136 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AG A wrilghtsoTt' 2016 -Jun -27 13:56:59 Righl-Sude® Universal 2017 17 0 03 RSU24011 Page 5 eTHRedWoodGLE%Lo1145ThornBrookeTHRedWoodGLE.rup Calc = MJ8 House laces: E wrightsoft' Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAV, SANFORD, FL 32771 Phone: 407.333.2665 Fax. 407.333-3853 Web: WWW.DEL-AIR.COM Job: Lo1145ThornBrookeTHRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area blh 2 lav 0 It 8.0 It heal/cool 6.0 x 5.5 It 33.0 IIT bth 2 0 It 8.0 11 heal/cool 6.0 x 6.5 It 39.0 W Ty Construction number U -value Btuh/112-•F) Or HTM 13t fig Area (119 or perimeter (Il) Load BI h) Area (I12) or perimeter (II) Load Btuh) Heat cod Gross N/P/S Heat Cod Grass N/P/S Heat Cod 6 W 12C-Osw 0 091 n 2.58 2.34 0 0 0 0 0 0 0 0 W 13A-2ocs 0201 n 5.69 4.35 0 0 0 0 0 0 0 0 11 Vy L-_-(( 12C-0sw 2A•2om 2A-2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 40.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VII D 13A-2ocs 11 1)0 0.201 0.390 a a 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 a 0.91 2.38 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 Vj/ l -( G?, 12C-0sw 2A-2om 2B -21m0350 0.091 0.340 0.201 0.580 0.340 w w w w w w 2.58 9.62 9.90 5.69 16.41 9.62 2.34 43.24 35.15 4.35 26.40 23.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A•2ocs 10C -m 2A-2om 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R D 12C-Osw 11DO 0.091 390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B•30ad 0.032 0.91 114 33 33 30 57 39 39 35 68 F 2OP-19c 0.050 1.41 0.71 33 33 47 24 9 9 13 6 F 22A -Id 0.989 27.99 000 0 0 0 0 0 0 0 0 6 c) AED excursion 4 4 Envelope loss/gain 77 77 48 70 12 a) Inlipralion b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 77 77 481 70 14 Less external load Less transfer Redistribution Subtotal Duct loads 38'/0 41% 0 0 0 77 29 0 0 0 77 32 38'/0 41% 0 0 0 48 18 0 0 0 70 29 r Total room load Air required (ctm) 105 7 109 5 66 5 100 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2016 -Jun -27 13 56:59 4C A Right•Suile® Universal 2017 17.0 03 RSU24011 Page 6 eTHRedWoodGLE\Lo1145ThornBrookeTHRedWoodGLE.rup Cafc = MJ8 House laces E wrightsoft• Right -J® Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY. SANFORD, FL 3277`11 hone 4p710N26615CFax 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot 145ThomBrookeTHRed... Date: 7/8/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area laundry 4.5 It 8.0 It heat/cool 1.0 x 271.5 It 271.5 Itt Ty Construction number U -valueBtutyllx-•F) Or HTM 81 f12) Area (It2) I or perimeter (It) Load Btuh) Area or perimeter Load Heat Cool Gross WP/S Heat Cool Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.58 2.34 0 0 0 0 W 13A-2ocs 0.201 n 569 4.33 0 U 0 0 11 12C-Osw ZA-2om 2A-2om 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 40.81 4093 0 0 0 0 0 0 0 0 0 0 0 0 I D 13A-2ocs 11 DO 0.201 0.390 a a 5.15 11.04 4.35 11.99 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 a 0.91 2.38 0 0 0 0 W 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 V---CGG 12C-Osw 2A-2om 28-21m 0.091 0.340 9350 0.201 0.580 0.340 w w w w w w 2.58 9.62 9_9.0 5.69 16.41 9.62 2.34 43.24 95.15 4.35 26.40 23.71 36 0 8 28 0 0 72 0 79 66 0 281 6 13A-2ocs 10C -m 2A-2om 0 0 0 0 0 0 0 0 0 0 0 0 q L -O 12C-0sw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 272 272 246 471 F 2OP-19c 0.050 1.41 0.71 32 32 45 22 F 2ZA-Id 0.989 27.99 0.00 0 0 0 0 6 c) AED excursion 61 Envelope loss/gam 442 901 12 a) Inlillration b) Room ventilation 215 0 69 0 13 Internal gains- Occupants @ 230 Appliances/olher 0 0 600 Subtotal (lines 6 to 13) 657 1571 14 15 Less external load Less transler Redistribution Subtotal Duct loads 381/0 41% 0 0 0 657 248 0 0 0 1571 652 Total room load Air required (c1m) 904 63 2222 100 1 I Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrightsoft- 2016 -Jun -2713.56:59 A55k Righl-SuileO Universal 2017 17.0 03 RSU24011 Page 7 eTHRedWoodGLE%Lot145ThornBrookeTHRedWoodGLE.rup Cak = MJB House laces E Duct System Summar Job: Lot145ThornBrookeTHR... wrightsoft• Date: 7/8/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax 407.333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Homes External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.261 in/100ft 1000 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.261 in/100ft 1000 cfm 130 ft 4 Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk blh 2 h 66 5 4 0.265 4.0 Ox 0 VIFx 28.1 100.0 st3 blh 2 lav h 105 7 5 0.276 4.0 Ox 0 VIFx 23.0 100.0 st3 cake/kitchen c 3434 109 154 0.281 8.0 Ox 0 VIFx 26.1 95.0 st2 family h 2903 201 197 0.261 8.0 Ox 0 VIFx 35.1 95.0 st2 laundry c 2222 63 100 0.349 5.0 Ox 0 VIFx 12.3 85.0 SO mstr bth c 250 9 11 0.363 4.0 Ox 0 VIFx 8.7 85.0 SO msir rm c 6074 197 272 0.339 9.0 Ox 0 VIFx 15.3 85.0 stl mstrwc c 45 2 2 0.361 4.0 Oxo VIFx 9.2 85.0 stl msir wic C 188 7 8 0.368 4.0 Ox 0 VIFx 7.3 85.0 stl powder h 1711 119 35 0.262 5.0 Ox 0 VIFx 34.6 95.0 st2 rm 2 h 1371 95 75 0.264 6.0 Ox 0 VIFx 28.8 100.0 st3 rm 3 h 2701 187 136 0.275 7.0 Ox 0 VIFx 23.5 100.0 st3 c wri htsoft' 2016 -Jun -27 13 56:59 9 Righl-SuueO Universal 2017 17.0.03 RSU24011 Page 1 ACCP. eTHRedWoodGLE\Lo1145ThornBrookeTHRedWoodGLE.rup Calc = MJ8 House laces E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 429 386 0.261 546 12.0 0 x 0 VinlFlx SO Peak AVF 571 614 0.264 574 14.0 0 x 0 VinlFlx st3 Peak AVF 294 221 0.264 666 9.0 0 x 0 VinlFlx stl c wri htsoft' 2016 -Jun -27 13 56:59 9 Righl-SuueO Universal 2017 17.0.03 RSU24011 Page 1 ACCP. eTHRedWoodGLE\Lo1145ThornBrookeTHRedWoodGLE.rup Calc = MJ8 House laces E Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mall Trunk rb1 Ox 0 1000 1000 0 0 0 0 Ox 0 VIFx C wri htsoft' 2016 -Jun -27 13 56.59 t 9 Righl-Suile® Universal 2017 17.0.03 RSU24011 Page 2 ACCA . eTHRedWoodGLE\Lo1145ThornBrookeTHRedWoodGLE.rup Calc = MJ8 House laces: E FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole BuildingPerformance and Prescri tive Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085. Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 7 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. R402.4.3 Fenestration air leakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square fool (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)WIl ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7 2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0 1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0 1 inches w.g (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/27/2016 1:59 PM EnergyGauge® USA - FlaRes2014 - Section R405.4 1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can tum off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Y. inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). Water heater efficiencies 7 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'F (38'C to 60'C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. 7 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal: and 2. Be installed at an orientation within 45 degrees of true south. 7 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403.5.1 Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. 7 R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1 The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2• No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3• If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise. 7 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load 6/27/2016 1:59 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or healing system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 7 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for healers manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool healers shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet [his standard. R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment Exceptions: 1. Where public health standards require 24-hour pump operations. 2 Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. R403.9.3 Covers. Healed swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for healing from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 6/27/2016 1.59 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 lei tly BLUR MIN 2' FROM WALL 3 4 .+ aA b lKS i THS1 rdS' sa nr nr x 6S C O 6' Q 6 a sa• rs i I lu o ` of I T g 2.3 T m lgv/UV ez.OV 11" Fa 22riI4' i UM18f5 $UIt9 5 sA 11.. AT71C s i k we waa I 11 V- f w U a 195 II•cd 4 193 16.16 lore 270 fvRu.e I.ca SY 1L g• HOMEYVEEL TVG ZG/W OAMK'R SYSTEM 9, MUZIK40votrans R e i ro 1. O :- 1-d- i . rtl 12 esS .1 y ar g.. .c b 10.10 w Oa twd 10 LaundryuG1C 3' bath duct TM6700°Gw to roof cap Q Qfanm11tjOATSE7733A100010.6 1 10o Nutome 696RNB z W 14 i2• Re I N T K er + rat H .• dr Ir Wct I T 1 orovl* ./educt Chas to royof cveep oa ./tlr .r nt b N .co W tU 0i aas — I Oj Oj U PC---- - 3' bath duct O p to roof cap 0• ' o 0 D tocrooivice w /fan Nutone 696RNB d 6 I 14 brag E. g 0 rap ys6 I•cd both ductBedroom1 -Car Garage to wall cap 12 1 2 w/fan a. Nutone 696RN v graSQUARE F00TluGE$I1.6 .c ,. 12.6 Cl i aam g BedA 3 w ~•• z oN I I W Q O TrOMf.r duCti/grtllf it=.tl N a A O ca.blb.Kf .ith rlorWa R.sltl.ntbl N Ead. - 41602.4 Nlanc.d H H w w .•.r . , R.tur ...c.ptla s 1-7. wd.r Main Floor Plan Upper Floor Plan v o oust provWr tha 1 6,ch w nv Tr w O Z 1.1doors1unWrcuaoncharttohoatoa. o r r sr.w.raa roam. Mr.na W a r V r•ro 7 av 0 ~ 00 LL. Q W O = Traditional EI RU'lt o 2 UjC3 > z o m z w 3 J ED 7 J O 7 Q a: Must have a nWnun clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. CO CL J N p p RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot146ThomBrookeTHWilIowGLE Builder Name: TAYLOR MORRISON HOMES Street: Permit Office: C VCity, Slate, Zip: FL, Permit Number: Owner: Jurisdiction: .69400" Design Location: FL, Orlando rig 1 f&,> 1. New construction or existing New (From Plans) 9. Wall Types (2605.1 sgft.) Insulation Area 2. Single family or multiple family Multi -family a. Frame - Wood, Exterior R=13.0 940.00 ft' b. Frame - Wood, Common R=1130 745.78 ft' 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Exterior R=4.1 648.67 ft' 4. Number of Bedrooms 3 d. other (see details) R= 270.67 ft' 10. Ceiling Types (1518.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1470.00 ft 6. Conditioned floor area above grade (ft') 2063 b. Knee Wall (Vented) R=30.0 48.00 ft' Conditioned floor area below grade (ft') 0 c. N/A 11. Ducts R= fl' R ft' 7. Windows(258.0 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH, Attic 6 412.6 a. U -Factor: Dbl, U=0.34 202.64 ft' SHGC: SHGC=0.29 b. U -Factor: Dbl, U=0.34 30.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.26 a. Central Unit 34.8 SEER:15.20 c. U -Factor: Dbl, U=0.58 21.33 ft' SHGC- SHGC=0.32 13. Heating systems kBtu/hr Efficiency d. U -Factor: other (see details) 4.00 ft' a. Electric Heat Pump 32.8 HSPF:8.70 SHGC: other (see details) Area Weighted Average Overhang Depth: 2.075 ft. Area Weighted Average SHGC: 0.289 14. Hot water systems a. Electric Cap: 50 gallons 8 Floor Types (2063.0 sgft.) Insulation Area EF: 2.400 a. Slab -On -Grade Edge Insulation R=0.0 770.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 712.00 ft' None c. other (see details) R= 581.00 ft' 15. Credits Pslat Glass/Floor Area: 0.125 Total Proposed Modified Loads: 53.15 PASS Total Baseline Loads: 53.93 I hereby certify that the plans and specifications covered by Review of the plans and E STgp this calculation are in compliance with the Florida Energy specifications covered by this y = a 0, Code. calculation indicates compliance r ` with the Florida Energy Code. PREPARED BY: Before construction is completed a DATE: 6/27./-1.6 this building will be inspected for a compliance with Section -553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD WE OWNER/AGENT: BUILDING OFFICIAL. DATE: DATE: C' Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 6/27/2016 2.15 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 6/27/2016 2.15 PM EnergyGauge® USA - FlaRes2014 Section R405 4.1 Compliant Software Page 2 of 5 PROJECT Title: Lot146ThomBrookeTHWilIow Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area- 2063 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: TAYLOR MORRISON HOME Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Family Type- Multi -family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO_INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2063 17505 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 770 7161 Yes 4 0 1 Yes Yes Yes 2 Floor 1293 10344 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Floor 1 69.5 ft 0 770 ft' 0.2 0 0.8 2 Floor Over Other Space Floor 2 ____ ____ 712 R' 0 0.2 0 08 3 Raised Floor Floor 2 ____ ____ 136 ft' 19 0 0 1 4 Floor over Garage Floor 2 ___ ____ 445 ft' 19 1 0 0 ROOF V Roof Gable Roof Solar SA Emilt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1525 R' 342 H' Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1364 R' N N 6/27/2016 2.15 PM EnergyGauge® USA - FlaRes2014 Section R405 4.1 Compliant Software Page 2 of 5 FORM R405-9014 6/27/2016 2.15 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 CEILING Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Knee Wall (Vented) Floor 1 30 48 ft' 0.11 Wood 2 Under Attic (Vented) Floor 1 38 1470 ft' Oil Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V #-Omt To Wall_T.ype Space R_Value-Et_In-Et-In Area-R_Value-Eraction-Absor._Grade%_ 1 E Exterior Frame - Wood Floor 2 13 23 6 8 0 188.0 W 0 0.23 0.6 0 2 E Exterior Concrete Block - Int Insul Floor 1 4.1 2 0 9 4 18.7 ft' 0 0 0.6 0 3 N Exterior Frame - Wood Floor 2 13 9 0 8 0 72.0 ft' 0 0.23 0.6 0 4 N Exterior Concrete Block - Int Insul Floor 1 4.1 6 0 9 4 56.0 ft' 0 0 0.6 0 5 W Exterior Frame - Wood Floor 2 13 23 6 8 0 188.0 ft' 0 0.23 0.6 0 6 W Exterior Concrete Block - Int Insul Floor 1 4.1 24 6 9 4 228.7 ft' 0 0 0.6 0 7 S Exterior Frame - Wood Floor 2 13 61 6 8 0 492.0 ft' 0 023 0.6 0 8 S Exterior Concrete Block - Int Insul Floor 1 4.1 37 0 9 4 345.3 ft' 0 0 0.6 0 9 Garage Frame - Wood Floor 1 11 29 0 9 4 270.7 ft' 0 023 0.01 0 10 N Neighbor Frame - Wood Floor 1 13 35 4 9 4 329.8 ft' 0.23 0.01 0 11 N Neighbor Frame - Wood Floor 2 13 52 8 416.0 ft' 0.23 0.01 0 DOORS Omt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 N Wood Floor 1 None 39 3 8 24 ft' 2 Wood Floor 1 None 39 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low -E Double Yes 0.34 0.26 30.0 ft' 1 ft 0 in 3 ft 6 in Drapes/blinds Exterior 5 2 W 5 Vinyl Low -E Double Yes 0.34 0.29 45.0 ft' 1 ft 0 in 0 ft 8 in Drapes/blinds Exterior 5 3 W 6 Vinyl Low -E Double Yes 0.58 0.32 21.3 ft' 14 ft 0 in 0 ft 0 in None None 4 W 6 Vinyl Low -E Double Yes 0.34 0.29 58.6 ft' 1 ft 0 in 10 ft 6 in Drapes/blinds Exterior 5 5 S 7 Vinyl Low -E Double Yes 0.34 0.29 30.0 ft' 1 It 0 in 0 ft 8 in Drapes/blinds Exterior 5 6 S 7 Vinyl Low -E Double Yes 0.34 0.29 30.0 ft' 1 ft 0 in 5 ft 6 in Drapes/blinds Exterior 5 7 S 7 Vinyl Low -E Double Yes 0.35 0.31 4.0 ft' 1 It 0 in 0 ft 8 in Drapes/blinds Exterior 5 8 S 8 Vinyl Low -E Double Yes 0.34 0.29 39.1 ft' 1 ft 0 in 10 ft 6 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 458112 384 ft' 64 ft 9.3 It 1 6/27/2016 2.15 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 6/27/2016 2:15 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 00027 1458.8 80.08 150.61 .2423 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.7 32.8 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15.2 34.8 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump Garage 2.4 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft' DUCTS Supply ---- V # Location R -Value Area Return --- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 412.6 ft Attic 103.15 Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Coolin jf j] Jan r Feb jjj Mar Heating (X] Jan (X Feb [ Mar Ventin [ ] Jan [ Feb X Mar Ceiling Fans: Apr j ] May [X] Jun JXJ Jul rl Au (X] Se [ ]Oct j ] Apr j ] May [ ] Jun Jul Au[ ]Sep [ ] X] A r [ JMa [ ] Jun Jul Aug (] Se [X] Nov Oct XNov Oct X Nov Dec Dec Dec 6/27/2016 2:15 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/27/2016 2:15 PM EnergyGauge® USA - FlaRes2014 Section R405 4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Windows" Description a. U -Factor• Dbl, U=0 34 SHGC: SHGC=0.29 b. U -Factor. Dbl, U=0.34 SHGC: SHGC=0.26 c. U -Factor: Dbl, U=0 58 SHGC: SHGC=0.32 d. U -Factor. other (see details) SHGC: other (see details) Area Weighted Average Overhang Depth: Area Weighted Average SHGC: FL, New (From Plans) 9. Wall Types Insulation Area Multi -family a. Frame - Wood, Exterior R=13.0 940.00 ft= b. Frame - Wood, Common R=13.0 745.78 ft 1 c. Concrete Block - Int Insul, Exterior R=4.1 648 67 ft° 3 d. other (see details) R= 270.67 ft' EF: 2 4 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1470.00 W 2063 b. Knee Wall (Vented) R=30.0 48.00 ft= c. N/A R= ft' Area 202.64 ft' 11. Ducts R W a. Sup- Attic, Ret: Attic, AH: Attic 6 412.6 30.00 W 12. Cooling systems kBtu/hr Efficiency 21.33 ft' a. Central Unit 34.8 SEER:15.20 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0 0 c. other (see details) R= 4.00 R' 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 32.8 HSPF:8.70 2.075 ft. 0.289 Area 14. Hot water systems 770.00 W a. Electric Cap: 50 gallons EF: 2 4 712.00 ff b Conservation features 581.00 ft' None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: MW Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/27/2016 2.15 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Loll 46ThornBrookeTHWillowGLE Builder Name: TAYLOR MORRISON HOMES Street: Permit Office: City, State, Zip: FL, Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/27/2016 2.16 PM EnergyGauge® USA - FlaRes2014 Section R405.4 1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include O This checklist O A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). O Energy Performance Level (EPL) Display Card (one page) O Mandatory Requirements(three pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) D A completed Envelope Leakage Test Report(usually one page) O If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v4.0 6/27/2016 2:15:38 PM Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Loll 46ThornBrookeTHWillowGLE Builder Name: TAYLOR MORRISON HOMES Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location. FL, Orlando Jurisdiction: 691000 Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data I HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): E LA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed, 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 6/27/2016 2:16 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Softwar Page 1 of 1 wrightsoft• Manual S Compliance Report Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax 407-333-3853 Web- WWW.DEL-AIR.COM- For: TAYLOR MORRISON HOMES Cooling Equipment Design Conditions Job: Lot146ThornBrookeTHW... Date: 7/9/2014 By: FJF Outdoor design DB: 92.5°F Sensible gain: 25683 Btuh Entering coil DB: 77.2°F Outdoor design WB: 76.3°F Latent gain: 4411 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 30094 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-19+CBX27UH-036-230'++TDR Actual airflow: 1160 cfm Sensible capacity: 28149 Btuh 110% of load Latent capacity: 5129 Btuh 116% of load Total capacity: 33278 Btuh 111% of load SHR: 850/6 Heating Equipment Design Conditions Outdoor design DB: 41.7°F Heat loss: 21327 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Entering coil DB: 69.0°F Manufacturer: Lennox Model: 14HPX-036-230-19+CBX27UH-036-230'++TDR Actual airflow: 1160 cfm Output capacity: 32179 Btuh 151% of load Capacity balance: 31 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 6.3 kW 1000/6 of load Temp. rise: 50 OF The above equipment was selected in accordance with ACCA Manual S. wri htsoft' 2016 -Jun -27 14:13:45 9 Right-Suile® Universal 2017 17 0.03 RSU24011 Page 1 okeTHWillowGLE\Lo1146ThornBrookeTHWillowGLE rup Calc = MJ8 House laces: E Component Constructions Job: Lot 146ThomBrookeTHW... wrightsofC P Date: 7/9/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON HOMES Location: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 28°N Outdoor: Heating Cooling Dry bulb (°F) 42 93 Daily range (°F) - 17 ( M) Wet bulb (°F) - 76 Wind speed (mph) 15.0 7.5 Indoor: Heating Indoor temperature (°F) 70 Design TD (°F) 28 Relative humidity (%) 30 Moisture difference (gr/Ib) 1.5 Infiltration: Method Simplified Construction quality Average Fireplaces 0 Cooling 75 18 50 46.4 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain flr 81uh/hr-"F hr-"F/BWh BWhMr BWh BWh/V BWh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 72 0.091 13.0 2.58 185 2.34 169 fnsh, 2"x4" wood frm, 16" o.c. stud a 158 0.091 13.0 2.58 407 2.34 370 s 428 0.091 13.0 2.58 1102 2.34 1003 W 143 0.091 13.0 2.58 368 2.34 335 all 801 0.091 13.0 2.58 2063 2.34 1877 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 56 0.201 0 5.69 318 4.35 244 board int tnsh a 19 0.201 0 5.69 106 4.35 81 s 282 0.201 0 5.69 1606 4.35 1229 w 149 0.201 0 5.69 847 4.35 648 all 506 0.201 0 5.69 2878 4.35 2202 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" a 44 0.032 30.0 0.91 40 2.38 105 gypsum board int fnsh Partitions 12B-Osw: Frm wall, r-11 cav ins, 1/2" gypsum board int Insh, 2"x4" 253 0.097 11.0 2.75 694 1.74 440 wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, a 30 0.340 0 9.62 289 26.4 793 1/8" thk; NFRC rated (SHGC=0.26); 50% drapes, medium, 1 ft overhang (5 it window ht, 3.5 ft sep.); 6.67 it head ht 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, s 30 0.340 0 9.62 289 10.4 311 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium, 1 ft w 45 0.340 0 9.62 433 28.3 1274 overhang (5 ft window ht, 0.7 ft sep.); 6.67 ft head ht all 75 0.340 0 9.62 722 21.1 1585 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl trm mat, clr innr, 1/4" gap, s 30 0.340 0 9.62 289 11.8 353 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 it overhang (5 ft window ht, 5.5 it sep.); 6.67 ft head ht 2B-2tv: 2 glazing, Or low -e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, s 4 0.350 0 9.90 40 10.8 43 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 it overhang (2 it window ht, 0.7 it sep.); 6.67 it head ht 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, s 39 0.340 0 9.62 374 11.8 457 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 It w 58 0.340 0 9.62 561 28.8 1677 overhang (6.3 ft window ht, 10.5 it sep.); 6.67 ft head ht all 97 0.340 0 9.62 935 22.0 2134 C Wrl htsoft• 2016 -Jun -2714.13:45 9 Righl-SudeO Universal 2017 17.0 03 RSU24011 Page 1 A'CI ..okeTHWillowGLBLo1146ThornBrookeTHWillowGLE rup Calc = MJ8 House laces E 10C -v: 2 glazing, clr low -e outr, air gas, vnl Irm mat, clr innr, 1/4" gap, w 21 0.580 0 16.4 350 11.8 252 1/8" thk; NFRC rated (SHGC=0.32); 14 If overhang (8 R window ht, 0 ft sep.); 6.67 ft head ht Doors 11 D0: Door, wd sc type s 24 0.390 0 11.0 265 12.0 288 n 18 0.390 0 11.0 197 12.0 214 all 42 0.390 0 11.0 462 12.0 502 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1364 0.026 38.0 0.74 1004 1.41 1924 gypsum board int Insh Floors 20P-191: Fir floor, Irm fir, 12" thkns, r-19 cav ins, amb ovr 136 0.050 19.0 1.41 192 0.71 97 20P-191: Fir floor, Irm fir, 12" thkns, r-19 cav ins, gar ovr 445 0.050 19.0 1.41 630 0.71 317 22A-Ipl: Bg floor, light dry soil, on grade depth 70 0.989 0 28.0 1945 0 0 C wri htsoft' 2016 -Jun -2714:13:45 9 Right-Suile® Universal 2017 17.0.03 RSU24011 Page 2 okeTHWillowGLE\Lo1146ThornBrookeTHWillowGLE rup Calc a MJ8 House faces, E Project Summar Job: LOt146ThornBrookeTHW... wrightsoft' Date: 7/9/2014 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407.333.2665 Fax. 407-333-3853 Web: WWW.DEL-AIR COM For: TAYLOR MORRISON HOMES Notes: RVSD 6124/16 JA LS 6/27/16 JA Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/Ib Heating Summary Structure 16394 Btuh Ducts 4933 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21327 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 2063 2063 18224 18224 0.41 0.21 125 64 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX -036-230-19 A H R I ref 7044407 AH R I ref 7044407 Efficiency 8.7 HSPF Heating input Sensible cooling Heating output 32800 Btuh @ 47°F Temperature rise 26 OF Actual air flow 1160 cfm Air flow factor 0.054 cfm/Btuh Static pressure 0.30 in H2O Space thermostat in H2O Load sensible heat ratio Sensible Cooling Equipment Load Sizing Structure 18294 Btuh Ducts 7389 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment sensible load 25683 Btuh Latent Cooling Equipment Load Sizing Structure 3006 Btuh Ducts 1405 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 4411 Btuh Equipment total load 30094 Btuh Req. total capacity at 0.75 SHR 2.9 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-036-230-19 Coil CBX27UH-036-230'++TDR AH R I ref 7044407 Efficiency 12.5 EER, 15.2 SEER Sensible cooling 26100 Btuh Latent cooling 8700 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.045 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2016 -Jun -27 14 13 45 9 Right -Suite® Universal 2017 17.0.03 RSU24011 Page 1 gyp` . okeTHWillowGLE%Lo1146ThornBrookeTHWillowGLE rup Calc - MJ8 House laces. E wrightsoft' Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone 407-333-2665 Fax: 407-333-3853 Web, WWW DEL-AIR.COM Job: Lot146ThornBrookeTHWillo... Date: 7/9/2014 By: FJF 1 Room name Entire House great rm 2 Exposed wall 187.0 It 34.0 It 3 Room height 8.5 It 9.3 It heat/cool 4 Room dimensions 0 150 x 13.0 If 5 Room area 2147.8 Ile 195.0 112 9.62 Ty Construction U -value Or HTM Area (112) Load Area (It2) Load b) Room ventilation number BluWlt2-°F) s BI f12) or perimeter (It) at h) or perimeter (It) Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cod Appliances/other 2400 0 Subtotal (lines 6 to 13) 16394 18294 3736 4419 6 W 12C-Osw 0.091 n 2.58 2.34 72 72 185 169 0 0 0 0 0 13A-2ocs 0201 n 5.69 4.35 56 56 318 244 56 56 318 244 14 yW/ 16394 18294 1 88 1 58 4419 Duct loads 1 309/6 409/6 4933 11 G..Z9 ZDV. 0.390V. e_ a 5.69 n Al 42 _26.2 0 0 289 7.93 0 0 0-0 5302 W 1111 13A•2ocs 1CA 7A...1 A A77 4.35 7 AJC 19 AA 19 AA 106 An 81 1AC 0 A 0 n 0 n 0 A IJH•COCS u. Cul 5 .7 o`J 9.7.7 J90 COC IDuo I44.7 ICI IGI ow .7C0 2A•20v 0.340 s 9.62 11.75 39 0 374 457 0 0 0 0 11 DO 0 390 s 11.04 11.99 24 24 265 288 0 0 0 0 12C -OS w 0.091 w 258 2.34 188 143 368 335 0 0 0 0t -G 2A•2ov 0.340 w 962 28'30 45 1 4331274 0 0 0 0 V/ 13A•2ocs 0.201 w 5.69 435 229 149 847 648 140 82 465 355 10C•v 0.580 w 16.41 11.79 21 21 350 252 0 0 0 0 I_[ 2A-2av 0.340 w 9.62 28.79 58 0 561 1677 58 0 561 1677 61 c) AED excursion 12C Osw 2A-2ov 0.091 0.340 5 s 2.58 962 2.34 10.37 492 30 428 28 1102 289 1011311 0 0 0 0 0 1 0 0 0 13520 2A-2ov 0.340 s 9.62 11.75 0 0 289 353 0 0 0 0 b) Room ventilation 2B -21v 0.350 s 9 90 10.76 4 4 40 43 0 0 0 0 IJH•COCS u. Cul 5 .7 o`J 9.7.7 J90 COC IDuo I44.7 ICI IGI ow .7C0 2A•20v 0.340 s 9.62 11.75 39 0 374 457 0 0 0 0 11 DO 0 390 s 11.04 11.99 24 24 265 288 0 0 0 0 12C -OS w 0.091 w 258 2.34 188 143 368 335 0 0 0 0t -G 2A•2ov 0.340 w 962 28'30 45 1 4331274 0 0 0 0 V/ 13A•2ocs 0.201 w 5.69 435 229 149 847 648 140 82 465 355 10C•v 0.580 w 16.41 11.79 21 21 350 252 0 0 0 0 I_[ 2A-2av 0.340 w 9.62 28.79 58 0 561 1677 58 0 561 1677 61 c) AED excursion 1898 1 1 686 Envelope loss/gain 12531 13520 2985 3491 12 a) Infiltration 3863 1724 751 238 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 5 1150 3 690 Appliances/other 2400 0 Subtotal (lines 6 to 13) 16394 18294 3736 4419 Less external load 0 0 0 0 Less Iransler 0 0 0 0 Redistnbullon 0 0 0 0 14 Sublotal 16394 18294 3736 4419 Duct loads 1 309/6 409/6 4933 7389 209/6 205/6 1 747 884 r Total room load 21327 25683 44831 5302 Air required (clm) 1160 1160 244 239 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrightsOft" 2016 -Jun -2714:13:45 Right-Sulle® Universal 2017 17.0 03 RSU24011 Page t okeTHWlllowGLE\Loll46ThornBrookeTHWillowGLE rup Calc - K4,18 House laces: E wrightsoft• Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING531CODISCOWAY, SANFORD. FL 32771 Phone: 407-333-2665 ex. 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 146ThomBrookeTHWillo... Date: 7/9/2014 By: FJF 1 Room name cale pwdr 2 Exposed wall 21.0 If 0 It 3 Room height 9.3 11 heal/cool 93 II heat/cool 4 5 Room dimensions Room area 22.5 x 11.5' It 258.8 112 4.5 x 9.0 It 405 112 0.340 Ty Construction U -value Or HTM Area (112) Load Area (112) Load 0 0 number Stuwft2-'F) 0.390 BtuNll or perimeter (It) Bluh) or perimeter (Il) Bluh) Heat cool Gross N/P/S Heat Cod Gross N/P/S Heal Cool 9.90 10.76 0 0 0 61 w V.ev] 5 w 4..10 1V/ w R7`J zM V V V V 2084 2A -20v 0.340 s 9.62 11.75 39 0 374 457 0 0 0 0 0 11 DO 0.390 s 11.04 11.99 0 0 0 0 0 0 0 0 Y12C-Osw 221V0.350 0.091 s 9.90 10.76 0 0 0 0 0 0 0 0Ed 61 111A -4=S V.ev] 5 w 4..10 1V/ w R7`J zM V V V V 2084 2A -20v 0.340 s 9.62 11.75 39 0 374 457 0 0 0 0 0 11 DO 0.390 s 11.04 11.99 0 0 0 0 0 0 0 0 Y12C-Osw 0.091 w 2.58 2.34 0 0 0 0 0 0 0 0 Y -f 2A-2ov 0.340 w 9.62 28.30 0 0 0 0 0 0 0 0 yl 13A-2ocs 0.201 w 5.69 4.35 70 49 277 212 0 0 0 0 G 10C -v 0.580 w 16.41 11.79 21 21 350 252 0 0 0 0 61 c) AED excursion 1.86 1 1 -8 Envelope losstgain 2084 1213 218 130 12 a) Infiltration 464 147 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2548 158912181 130 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribulion 0 0 0 0 14 Subtotal 2548 1589 218 130 15 Duct loads 201/6 20% 510 318 209/6 201/0 44 26 Total room load 30571907 261 156 Air required (clm) 166 86 14 7 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41-wrightsoft" Right -Suite® Universal 2017 17.0 03 RSU24011 2016-Jun•27 1 Page 2 okeTHWellowGLENLo1146ThornBrookeTHWillowGLE rup Calc . MJ8 House laces: E wrightsoft Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: 1.0146Thorn BrookeTHWillo... Date: 7/9/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area kitchen 14.5 It 9.3 It heaVcool 1.0 x 289.3 It 289.3 It2 mstr wic 12.5 It 8.0 ft heat/cool 6.5 x 13.0 ft 84.5 II= Ty Construction number U -value BtuWflZ•F) Or HTM BI f12) Area (I11) or perimeter (Il) Load Bt h) Area (I12) or perimeter (Il) Load Btuh) Heat Cod Gross N/P/S Heal Cool Gross N/P/S Heal Cod 6 W 12C Osw 0.091 n 2_58 234 0 0 0 048 0 48 124 112 0 W 13A-2ocs 0.201 n 5.69 4.33 0 0 0 0 0 0 0 0 11 C W 1210.0sw 2A:2ov 13A•2ocs 0.091 0.340 a e_ a 2.58 9.62 5.69 2.34 26.42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00.201 4.35 0 0 0 0 0 W 16A-30ad 0.032 a 0.91 238 0 0 0 0 0 0 0 0 12.Osw 2A•2ov 2A•2ov 2B -21v 0.091 0.340 0.340 s s s 2.56 9.62 9.62 2.34 10.37 11.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A•2ocs 2A-2ov 11DO 0.201 0.340 0.390 s s s 5.69 9.62 11.04 4.35 11.75 11.99 117 0 24-- 93 0 24 527 0 265 403 0 288 0 0 0 0 0 0 0 0 0 0 0 0 y/ G 12C-0sw 2A-2ov 0.091 0.340 w w 2.58 9.62 2.34 28.30 0 0 0 0 0 0 0 0 52 0 52 0 134 0 122 0 LS 13A•2ocs OC -v 2A-2ov 0.201 0.580 0.340 w w w 5.69 16.41 9.62 4.35 11.79 28.79 19 0 0 19 0 0 106 0 0 81 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q D_ 12B-Osw 11 DO 0.097 0.390 n 2.75 11.04 1.74 11.99 191 18 173 18 476 197 302 214 0 0 0 0 0 0 0 0 1 - 74 1.41 0 0 0 2 119 F 20P•191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 289 15 406 0 0 0 0 0 6 c) AED excursion 157 26 Envelope loss/gain 1977 1131 320 327 12 a) Infiltration b) Room ventilation 320 0 101 0 237 0 75 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 1200 0 0 0 Subtotal (lines 6 to 13) 2297 2432 556 402 14 15 Less external load Less transler Redistribution Subtotal Duct loads 205/6 20% 0 0 0 2297 459 0 0 0 2432 486 425/6 585/6 0 0 0 5% 232 0 0 0 402 235 Total room bad Air required (clm) 2757 150 2919 132 789 43 637 29 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightSoTt" 2016 -Jun -27 14 13:45 Right•Suite® Universal 2017 17.0.03 RSU24011 A Page 3 okeTHWi 0.350 s 9.90 10.76 0 0 0 0 0 0 0 0 IIowGLE\Lolt46ThornBrookeTHWiIIowGLE rup Calc = MJ8 House laces E wrightsoft' Right -JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407.333.3853 Web- WWW DEL-AIR.COM Job: Lo1146ThomBrookeTHWillo... Date: 7/9/2014 By: FJF 1 w 2A '217V 1 D. 9.62 10.37 14m G 0.350128-21v s Room name msir nn laundry 2 Exposed wall 31.5 It 0 If 3 Room height 8.0 It heat/cool 8.0 It heat/cod 4 5 Room dimensions Room area 16.0 x 15.5 It 248.0 112 6.5 x 9.0 11 58.5 It2 0.390 Ty Construction U -value Or HTM Area (112) Load Area (49 Load 0 0 number 810142--F) 0.091 BIUWI12) or perimeter (It) Btuh) or perimeter (It) Btuh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heal Cod 9.90 10.7610 45 0I 433 1274 0 0 0 0 13A-2ors 0.201 w 5.69 4.35 0 0 0 0 6 W 12C-Osw 0,091 n 2.58 2.34 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 In 5.69 4.35 0 0 0 0 0 0 0 0 0 0 14 Subtotal 2133 3911 43 641 11 G..2A vw 0.390 0.201 n non e_ a 9.62 5.69 n m 26.42 0 0 0 0 0 0 0 0 W w 13A-2ocs cw on.,d 4.35 n oo 0 ww 0 ww 0 wn 0 Inc 0 n 0 n 0 n 0 n VESIJH•LOCS 2A•2ov V.NI 0.340 5 s a ' W 9.62 q. 30 11.75 V 0 V 0 V 0 V 0 V 0 V 0 V 0 V 0 1432 11 DO 0.390 s 11.04 11.99 0 0 SOI 0 0 0 0 0 y/ 12C -Os w 0.091 w 1- 2* 181- 2- 91-1241- 101 2.34 128 83 214 O 0 0 0 OI G 2A -20v 0.340 w 9.90 10.7610 45 0I 433 1274 0 0 0 0 VESIJH•LOCS 2A•2ov V.NI 0.340 5 s a ' W 9.62 q. 30 11.75 V 0 V 0 V 0 V 0 V 0 V 0 V 0 V 0 1432 11 DO 0.390 s 11.04 11.99 0 0 0 0 0 0 0 0 y/ 12C -Os w 0.091 w 2.58 2.34 128 83 214 194 0 0 0 0 G 2A -20v 0.340 w 9.62 28.30 45 1 433 1274 0 0 0 0 13A-2ors 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0T__ 10C -v 0.580 w 16.41 11.79 0 0 0 0 0 0 0 0 61 c) AED excursion 1456 1 1 -41 Envelope loss/geln 1432 2859 43 41 12 a) Infiltration 701 222 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 600 600 Subtotal (lines 6 to 13) 1 2133 39111 43 641 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2133 3911 43 641 Duct loads 42% 58% 891 2282 429% 58%1 18 374 r Total room load 3023 6194 611 1015 Air required (clm) 164 280 1 3 46 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk wrightsoft- 2016 -Jun -27 14:13 45 RIghl-Sulle® Universal 2017 17.0.03 RSU24011 Page 4AokeTHWillowGLE\Lo1146ThornBrookeTHWillowGLE.rup Calc = MJ8 House laces E wrightsoft' Right -J® Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD. FL 32771 ND4T IONs665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot146ThomBrookeTHWillo... Date: 7/9/2014 By: FJF 1 Room name blh 2 bth 2 lav 2 Exposed wall 0 11 0 It 3 Room height 80 It heaUcool 8.0 11 heal/cool 4 5 Room dimensions Room area 6.5 x 6.0 11 39.0 I12 6.5 x 5.5 If 35.8 Ile V 0 Ty Construction U -value Or HTM Area (fig Load Area (fig Load 0 0 number BIWVI12•F) 0 Bluh/Itg or perimeter (11) Btuh) or perimeter (It) Bluh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod IIS-{ fG3 28.21v 0.350 s 9.90 10.76 0 0 0 0 0 0 0 0 0 0 Subtotal (lines 6 to 13) 0 0 0 0 0 0 6 W 12C-0sw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 Less Iransfer W 13A-2ocs 0.201 n 5.69 435 0 0 0 0 0 0 0 0 0 12C-0sw 0.091 a 2.58 2.34 0 0 0 0 0 0 0 0 11 2A:20v- W ur 13A-20cs Iee_7n A 0.3401-e-1-9.62 a 5.69 nal 26.42 0 0 0 0 0 0 0 0 0 n 0201 n M7 4.35 Olin 0 n 0 Aln 0 0 n 0 n 0 n 0 n VB10M-LVGS Vj/ 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 65 V 0 2A -20v2A•2ov 0.340 s 9.62 10.37 0 0 0 0 0 0 0 0 0 b) Room ventilation 2A•20v 0.340 s 9.62 11.75 0 0 0 0 0 0 0 0 12C -0s w 2A-2ov IIS-{ fG3 28.21v 0.350 s 9.90 10.76 0 0 0 0 0 0 0 0 VB10M-LVGS 2A -20V V.LV 1 0.340 5 s a.0•J 9.62 9.0.7 11.75 1 V 0 1•5 V 0 Envelope loss/gain V 0 V 0 65 V 0 V 0 71 V 0 V 0 11 DO 0 0.390 s 11.04 11.99 0 0 b) Room ventilation 0 0 0 0 0 0 0 Internal gains: Occupants @ 230 0 0 Vy 6 12C -0s w 2A-2ov 0 0.091 0.340 w w 2.58 9.62 2.34 28.30 Appliances/other 0 0 0 0 01 0 0 0 0 0 0 0 Subtotal (lines 6 to 13) 0 0 0 0 0 0 Vjl 13A-2ocs 177 0.201 w 5.69 4.35 0 0 0 0 0 0 Less Iransfer 0 0 0 0 0 FL tOC-v 0.580 w 16.41 11.79 0 0 0 0 0 Subtotal 0 0 65 0 0 022A-2ov 420% 0.340 w 9.62 28.79 58% 0 42 0 Total room load 0 0 103 0 0 113 0 0 61 c) AED excursion 14 1 1•5 Envelope loss/gain 57 65 77 71 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) 157 65 177 71 Less external load 0 0 0 0 Less Iransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 57 65 77 71 15 Duct bads 420% 58% 24 38 42% 58% 32 42 Total room load 81 103 109 113 Air required (cim) 4 5 6 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A - wrightsoft" 2016•Jun 27 14:13 Right-Suile® Universal 2017 17.0.03 RSU24011 age5 okeTHWIIbwGLE\LOI146ThornBrookeTHWillowGLE rup Calc = MJ8 House laces. E d- wrightsoft' Right -J® Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 32771 hND407101V6NGax 407.333-3853 Web: WWW.DEL-AIR.COM Job: Lot146ThornBrookeTHWillo... Date: 7/9/2014 By: FJF 1 Room name rm, 3 wic rm 3 2 Exposed wall 5.0 II 18.0 It 3 Room height 8.0 if heat/cod 8.0 It heat/cool 4 Room dimensions 5.0 x 9.0 It 12.0 x 12.0 It 5 Room area 45.0 112 144.0 112 0 Ty construction U -value Or HTM Area (It") Load Area (112) Load 0.340 35F 5 number Btuh/fiL*F) 1-01- 0 0 BI 112) or perimeter (It) St h) or perimeter (It) Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat cod 0 0 0 0 0 0 0 Subtotal (lines 6 to 13) 294 206 1233 1648 6 W 12C-0sw 0.091 n 2.58 2.34 0 0 0 0 24 24 62 56 0 W 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 14 Subtotal 0.091 a 2.58 2.34 40 40 1 03 94 96 66 170 155 11 G 2A.- 2ovw 13A•2ocs ice _on. 0.340 e_ 9.62 5.69 n n. 26.42 0 0 0 0 30 0 289 7.93 W w 0.201 n n» a 4.35 a ee 0 n 0 n 0 n 0 n 0 n 0 n 0 n 0 n r vrcocs v.eve s a.oy 4.10 v v v v v v v v 2A•2ov 0.340 s 9.62 11.75 0 0 0 0 0 0 0 0 11 DO 0.390 s 11.04 11.99 0 0 0 0 0 0 0 0 VY 12C-0sw 0.091 w 2.58 2.34 0 0 0 0 0 0 0 0 Y_C 2A-2ov 0.340 w 9.62 28.30 0 0 0 0 0 0 0 0 yl 13A•2ors 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 I -C' 10C -v 0.580 w 16.41 11.79 0 0 0 0 0 0 0 0 61 12C-Osw 0.091 2.58 2.34 0 175 Envelope loss/gain 62 56 Ed 2A -20V 0.340 5 9.62 10.37 0 0 0 0 0 0 0 0 341108 2A-2ov 0.340 35F 5 9.62 11.75 1-01- 0 0 0 0 1-01-241- 24 0 0 0 0 0 0 2B -21v 0.350 s 9.90 10.76 0 0 0 0 0 0 0 0 r vrcocs v.eve s a.oy 4.10 v v v v v v v v 2A•2ov 0.340 s 9.62 11.75 0 0 0 0 0 0 0 0 11 DO 0.390 s 11.04 11.99 0 0 0 0 0 0 0 0 VY 12C-0sw 0.091 w 2.58 2.34 0 0 0 0 0 0 0 0 Y_C 2A-2ov 0.340 w 9.62 28.30 0 0 0 0 0 0 0 0 yl 13A•2ors 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 I -C' 10C -v 0.580 w 16.41 11.79 0 0 0 0 0 0 0 0 61 c) AED excursion 13 175 Envelope loss/gain 200 176 892 1540 12 a) Irlfipralion 95 30 341108 b) Room ventilation 0 0 0 0 13 Internal gains, Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 294 206 1233 1648 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 294 206 1233 1648 Duct loads 1 42%= 58'/e 123 120 429/6 581% 515 962 r Total room load 417 326 1748 2610 Air required (clm) 23 15 95 118 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4G A - Fk wrillghtsvilt- 2016 -Jun -27 14:13:45 Righl-Suile® Universal 2017 17.0.03 RSU24011 Page 6 okeTHWillowGLE%Lo1146ThornBrookeTHwillowGLE.rup Calc = MJ8 House laces- E wrightsoft Right -M Worksheet Entire House DEL -AIR HEATING & AIR CPFax: 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333.2665 ax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot146ThornBrookeTHWillo... Date: 7/9/2014 By: FJF 1 Room name rm 2 wic rm 2 2 Exposed wall 14.5 It 11.5 11 3 Room height 8.0 it heal/cool 8.0 1t heal/cool 4 5 Room dimensions Room area 5.5 x 9.0 It 49.5 f12 12.5 x 115 It 143.8 112 0.390 Ty Construction U -value Or HTM Area (112) Load Area (112) Load 15 14 number BIu1Vl12-•F) 0.091 BI 112) or perimeter (ft) BI h) or perimeter (It) Btuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 9.62 2B -21v 0.350 s 9.90 10.76 0 0 0 0 0 0 0 0 5.69 4.35 0 0 0 0 6 W 1213.0sw 0.091 n 2.58 2, LA 0 0 0 0 0 0 0 0 0 W 13A-2ocs 1 0.2011 n 5.69 4.35 0 0 0 0 0 0 0 0 LC..2AcZD w- 0,.3401-9-1-9.62 0.0911 a 2.58 2.34 44 44 110 1 850 669 15 11 WV= 13A-2ocs 284 254 42'/0 26.42 0 0 0 0 0 0 0 0 201 a 5.69 4.35 0 0 0 0 0 0 0 0 66 48 urn In -i n rt 55 n o 9 AA n n n n n n n n VES r,a+-rocs ZA-2ov 1213.Osw 0.091 s 2.58 2.34 72 72 185 169 92 77 198 160 11 DO 0.390 2A -20v 0.340 s 9.62 10.37 0 0 0 0 15 14 144 156 0.091 w 2A -20v 0.340 5 9.62 11.75 0 0 0 0 0 0 0 0 w 9.62 2B -21v 0.350 s 9.90 10.76 0 0 0 0 0 0 0 0 VES r,a+-rocs ZA-2ov v.evr 0.340 s s D.oa 9.62 Q.oD 11.75 u 0 u 0 u 0 u 0 v 0 u 0 u 0 u 0 405 11 DO 0.390 s 11.04 11.99 0 0 0 0 0 0 0 0 Vy 12c-0sw 0.091 w 2.58 2.34 0 0 0 0 0 0 0 0 LG 2A-Zov 0.340 w 9.62 28.30 0 0 0 0 0 0 0 0 yl 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 Y -C 1013-v 0.580 w 16.41 11.79 0 0 0 0 0 0 0 0 6 c) AED excursion 28 1 1 31 Envelope loss/gain 405 349 633 600 12 a) Infiltration 275 87 218 69 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1680 4361 901 669 Less external load 0 0 0 0 Less Iransler 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 680 436 850 669 15 Duct loads 1 429/0 58% 284 254 42'/0 58% 355 390 Total room load 964 690 1206 1059 Air required (cfm) 52 31 66 48 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Zk - Fk wrightsoft' 2016 -Jun -27 14:13:45 AC Right-SuiteQD Universal 2017 17.0.03 RSU24011 age7 okeTHWillowGLE\Lo1146ThornBrookeTHWillowGLE.rup Calc - MJ8 House faces: E wrightsoft' Right -J® Worksheet Entire House DEL -AIR HEATING & AIR C9NDITIONINC531CODISCOWAY, SANFORD, FL 32771 hone: 407.333.2665 ax. 407-333-3653 Web: WWW.DEL-AIR.COM Job: Lot 146ThornBrookeTHWillo... Date: 7/9/2014 By: FJF 1 Room name loll mstr bth 2 Exposed wall 14.0 If 10.5 11 3 Room height 8.0 It heat/cool 8.0 It heal/cool 4 Room dimensions 1.0 x 385.0 If 1.0 x 108.5 11 5 Room area 385.0 112 108.5 112 12 Ty Construction number U -valueBluWll2-1F) Or HTM BI ll Area (II2) or perimeter (It) Load 1211 h) Area (It2) or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heat cod Gross N/P/S Heat Cod 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 6 W 12C-Osw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 W. w 0.091 e 2.58 2.34 8 0 20 10 Subtotal 1127 1222 G..2A.-Zov 0.3401-e-1-9.62 421 15 26_42 0 0 471 713 0 0 0 0 0.201 a 1 5.69 4.35 OG 0 n 0 IN 0 n 0 n 0 n 0 n 0 n 11 W 13A -Zoos 0 n Y I.Y1•LVGA' V.LV I b .7.07 ' .J.7 V V V V V V V V 2A•20v 0.340 s 9.62 11.75 0 0 0 0 0 0 0 0 1tD0 0.390 s 11.04 11.99 0 0 0 0 0 0 0 0 Vy 12C-Osw 0.091 w 2.58 2.34 8 8 21 19 0 0 0 0 G 2A•2oy 0.340 w 9.62 28.30 0 0 0 0 0 0 0 0 Vjl 13A-20cs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 F -C 10C -v 0.580 w 16.41 11.79 0 0 0 0 0 0 0 0 l --C 2A -20v :.0.340 w . 9.62 28.79 0 0 0 0 0 0 0 0 6 w 2A T;llII340 11 1 1-27 84 w 0 206 143 862 1138 s 330 358 12 0 2891 353 0 1 199 2B•22Iv 00340 350 s 9. 0 11. 76 0 0 0 0 13 Internal gains: Occupants @ 230 Y I.Y1•LVGA' V.LV I b .7.07 ' .J.7 V V V V V V V V 2A•20v 0.340 s 9.62 11.75 0 0 0 0 0 0 0 0 1tD0 0.390 s 11.04 11.99 0 0 0 0 0 0 0 0 Vy 12C-Osw 0.091 w 2.58 2.34 8 8 21 19 0 0 0 0 G 2A•2oy 0.340 w 9.62 28.30 0 0 0 0 0 0 0 0 Vjl 13A-20cs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 F -C 10C -v 0.580 w 16.41 11.79 0 0 0 0 0 0 0 0 l --C 2A -20v :.0.340 w . 9.62 28.79 0 0 0 0 0 0 0 0 6 c) AED excursion 11 1 1-27 Envelope loss/gain 862 1138 330 358 12 a) Infiltration 265 84 199 63 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 610 13) 1127 1222 529 421 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1127 1222 529 421 15 Duct loads 429% 58% 471 713 429% 58% 221 246 Total room load 1597 1935 749 667 Air required (clm) 87 87 41 30 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. ZA4F wlright5oft' 2016 -Jun -27 1 Righl-Suile® Universal 2017 17.0 03 RSU24011 Page8 okeTHW111owGLE\Lo1146ThornBrookeTHWiIbwGLE.rup Cale = MJ8 House faces: E g wrightsoft Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone 407-333-2665 Fax: 407-333.3853 Web* WWW DEL -AIR COM Job: Lot146ThornBrookeTHWillo... Date: 7/9/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mslr we 0 It 8.0 11 heal/cool 6.5 x 3.5 It 22.8 112 Ty Construclion number U•value Bluh/It2-OF) Or HTM BlulYll2) Area (112) I or perimeter (11) Load BI h) Area or perimeter Load Heal Cod Gross WP/S Heat Cool Gross N/P/S Heat Cod 6 W 12C.0sw 0.091 n 2.58 2.34 0 0 0 0 W 13A-2ors 0.201 n 5.69 4.35 0 0 0 U 11 VLG12C-Osw 2A_2ov 0.091 0.340 0.201 a I- a 2.58 9.62 5.69 2.34 26.42 0 0 0 0 0 0 0 0 W 13A-2ocs 435 0 0 0 0 W 16A-30ad 0.032 a 0.91 2.38 0 0 0 0 VyIF- A-2ov2A-2ov 2A-2ov 213-21v 0.091 0.340 0.340 0.350 s s s s 2.58 9.62 9.62 9.90 2.34 10.37 11.75 10.76 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2ov 1100 0.201 0.340 0.390 s s s 5.69 9.62 11.04 4.35 11.75 11.99 0 0 0 0 0 0 0 0 0 0 0 0 y/ G 12C-Osw 2A-2av 0.091 0.340 w w 2.58 9.62 2.34 28.30 0 0 0 0 0 0 0 0 13A-2ocs 10C•v 2A -20v 0.201 0.580 0.340 w w w 5.69 16.41 9.62 4.35 11.79 28.79 0 0 0 0 0 0 0 0 0 0 0 0 R D11D0 12B-0sw 0.097 0.390 n 2.75 11.04 1.74 11.99 0 0 0 0 0 0 0 0 1 - 74 1.41 23 23 17 F 20P-191 0.050 1.41 0.71 0 0 0 0 F 2OP-191 0.050 1.41 0.71 0 0 0 0 F 22A -t 0.989 27.99 0.00 0 0 0 0 6 c) AED excursion 2 Envelope loss/ga,n 17 30 12 a) Infiltration b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 0 Subtotal (lines 610 13) 17 30 14 Less external load Less transfer Redistribution Sublolal Duct loads 421/6 581/6 0 0 0 17 7 0 0 0 30 18 f Total room load Air required (clm) I 1 24 1 48 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 _ -Fk- wrightsoTt- 2016 -Jun -27 14.13:45 Right -Suite® Universal 2017 17.0.03 RSU24011 Page 9 okeTHWiIIowGLE\LoI146ThornBrookeTHWillowGLE.rup Calc = MJ8 House laces E wrightsoft• Duct System Summary Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON HOMES External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.133 in/100ft 1160 cfm 181 ft Job: Loll 46ThornBrookeTHW... Date: 7/9/2014 By: FJF Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.133 in/100ft 1160 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mall Actual Ln (ft) Ftg.Egv Ln (ft) Trunk b1h 2 c 103 4 5 0.249 4.0 Ox 0 VIFx 11.5 85.0 st1 blh 2 lav h 109 6 5 0.188 4.0 Ox 0 VIFx 27.5 100.0 st3 tate h 3057 166 86 0.142 8.0 Ox 0 VIFx 53.7 115.0 st5 great rm h 4483 244 239 0.133 9.0 Ox 0 VIFx 65.6 115.0 st5 kitchen h 2757 150 132 0.169 7.0 Ox 0 VIFx 42.2 100.0 st2 laundry C 1015 3 46 0.184 4.0 Ox 0 VIFx 30.1 100.0 SO loll c 1935 87 87 0.259 6.0 Ox 0 VIFx 7.8 85.0 st1 msir blh h 749 41 30 0.197 4.0 Ox 0 VIFx 21.5 100.0 st4 mstr rm C 6194 164 280 0.182 9.0 Ox 0 VIFx 32.1 100.0 st4 mslr we c 48 1 2 0.197 4.0 Ox 0 VIFx 21.9 100.0 st4 mslr wic h 789 43 29 0.176 4.0 Ox 0 VIFx 36.1 100.0 st4 pwdr h 261 14 7 0.181 4.0 Ox 0 VIFx 32.8 100.0 st2 rm 2 h 1206 66 48 0.244 6.0 Ox 0 VIFx 13.2 85.0 st1 m, 2 wic h 964 52 31 0.193 4.0 Ox 0 VIFx 24.4 100.0 st3 rm 3 c 2610 95 118 0.196 6.0 Ox 0 VIFx 22.6 100.0 st3 rm 3 wic h 417 23 15 0.190 4.0 Ox 0 VIFx 26.2 100.0 st3 C wri htsoft' 2016 -Jun -27 14:13:46 9 Righl-SuileO Universal 2017 17.0.03 RSU24011 Page 1 okeTHWillowGLE\Lo1146ThornBrookeTHWillowGLE.rup Calc = MJ8 House laces. E Name Trunk Htg Clg Design Veloc Diam H x W Duct Stud/Joist Opening (in) Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 586 696 0.176 498 16.0 0 x 0 VinlFlx sl2 Peak AVF 574 464 0.133 731 12.0 0 x 0 VinlFlx st3 Peak AVF 176 169 0.188 505 8.0 0 x 0 VinlFlx sti st5 Peak AVF 410 326 0.133 752 10.0 0 x 0 VinlFlx st2 st4 Peak AVF 253 387 0.176 492 12.0 0 x 0 VinlFlx sti Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diann in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx C wri htsoft' 2016 -Jun -2714:13:46 9 Right -Suite® Universal 2017 17.0.03 RSU24011 Page 2 AC0% okeTHWillowGLE\Lo1146ThornBrookeTHWillowGLE rup Calc = MJ8 House laces E FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1 2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402 4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the lest, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be fumed off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. R402.4.3 Fenestration air IeakageVVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMANVDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC-raled and labeled as having an air leakage rate not more than 2.0 cfm (0 944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)kll ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7 2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553 99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test, Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/27/2016 2:15 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41•C) or below 55•F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank R403.4.4 Water heater efficiencies (Mandatory). Water healer efficiencies 7 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use The minimum temperature setting range shall be from 100•F to 140•F (38•C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 7 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide healing functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4 4.2.1 R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 7 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403.5.1. Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. 7 R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications 2 No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3 If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise. 7 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load 6/27/2016 2.15 PM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 7 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heal pumps are not required to meet this standard. R403.9.2 Time switches. Time switches or other control method that can automatically tum off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool healing systems. 3. Where pumps are powered exclusively from on-site renewable generation. R403.9.3 Covers. Healed swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6 R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed 6/27/2016 2.15 PM EnergyGauge® USA - FlaRes2014 - Section R405 4.1 Com Page 3 of 3 Tronsf.r ducts/ lies saes ,n 42X42 A/C SLAB , cseeuM- r 02.4 iolsWM1anced 1 °4' \I N00 BY BLDR MIN aet n A1r, ..Cfptlom 1-3. e.ader 2' FROM WALL PA/ C ruse prevm. 5%11c1Id I YKh g NADundercutondoorstohoalteble _ y co tt\ sls sb W mens. . ars ema sees a 6 40 . dl b n ODAWCCRSYSTEMZ ____ Tv j .. 0 r- --- IH1221K 4ove trona i dry' a I I O ora 16F W.I.C. SL 1L 0 .rd 12 f 6 Great I Q surd Iz Omi r5 SuiteI Room 14.92GI I.Cd i t„ TH6720UIaooDAG 1 4.9 1•cd? d ITM32MWODAGWloVATSC7707A1000i __ 9_ 8 4_' 1 •16 undrybathduct s 14- to roof cap 4 Cafe 4.16 '' d i dryer wt O Q QQ Nutone 696RN m zLJ c N 12 ) I > \ e 6.1 til w CU (U r- m 14 14 r 16, rr a•uev7 ;- z I o D ,o-,D 6 BSd 6• 12.6 I•cd Lott a . . g p100 7. bat h ductt r o watt cap Fan utone 696RNB I 3 .cd 3' bath duct to roof cap 7'kltChen v.n 4• to ,ser ceo w r6. vnKv e240v tvH Bedroom w/fan 16.13 pl.. •oma S0Nutone 696RNB z 22.4 red 10.6 1•cd 6• e.4 cd t3 2-Car Garage A U HAHGIHG IM ATTIC s I Vl a. ace,. ,1/e'•1.0' 12.12 ro 6 F O Ir - Iz. W I Bedroom ` d W.I C d I • ,•• O 0n z (U O ODL. a - - L -=-1 --- H 3 a 7 • Ralting z Main Floor Plan Upper Floor Plan I N co O l YW.gYne. 6. S • W.e4IYa0e W z 1/•eV .IM 1/•lOYY1 z 0 QJ4Co 7 J 0 5 Q a= Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct hos an r=6 Insulation value. Alhurnzato ilay 100 CL J 010 0 a O U A O U w r i i j IIIjI iI III I I F c 1 WA31 1ST FL i I r Z o Q N 3' was +e fw fC A.A L1, a r mFroM , r e e tg `S1 Floor L.o-V G.p. TAYLOR MORRION THORNBROOKE T.H. FLOOR PLAN: REDWOOD RIGH HAND GARAGE LOT 140 1ST FLOOR 7 i w TAYLOR MORRION THORNBROOKE T.H. FLOOR PLAN: REDWOOD RIGHT HAND GARAGE LOT 140 2ND FLOOR S w 14011 fa.+ 31, n Fr r A. c i Op C' N r e— cn o Z QQ N Lo r n Fr r A. c i Op C' N r N c f v' zc, 0 qr- Z QQ tV U0 3^ w0.S4e NaCl A'A'!/r f Fro anA FIvor' m wr6 3 TAYLOR MORRION THORNBROOKE T.H. FLOOR PLAN: REDWOOD RIGH HAND GARAGE LOT 141 IST FLOOR w TAYLOR MORMON THORNBROOKE Irhl. FLOOR PLAN: REDWOOD RIGHT HAND GARAGE LOT 141 2ND FLOOR S 5h N cn o 3 U- 4 o W r< 4.. ia1 Al 3" WASTE STACK FROM , i 1 NQ " 2FLOOR DOWN TO I; I I I I I- c a I Q i i ST 1 FLOOR. j I .. _ ._ ! I I + _ 3•' WASTE STACK1I, 11-`- I I , I I- ; -I--; - - - — ---- ---•' I - -•- FOR W/M, I A.A.V. ) ! KITCHEN 44 Iii !,- I_-' I POWDER I TAYLOR MORRION -'j`- i BATH I ! ) I I I THORNBROOKE T.H. FLOOR PLAN: BIRCH I I I LEFT HAND GARAGEtI I I LOT 142 1ST FLOOR -. -.j —`—, I .. ! f •-1_ ! ! i—. T._ 1 r-i •-i- _ i T_ I IN I I I ' i ( I ! Vll- i I I! I I ,_I I i MASTER BATH TAYLOR MORRION THORNBROOKE Tl,+ FLOOR PLAN: BIRCH LEFT HAND GARAGE LOT 142 I Nt i 2ND FLOOR 42 I BATH 2 4.9 I L L Vll- Vf I Nt i I BATH 2 4.9 fp W/m_ Itn- IT 3" WASTE STACK FROM N2D FLOOR DOWN TO 1' FLOOR. 7 1 Li I I Ii Iii Ll 4 10 0( M YC 3 WASTE STACK FOR W/M. POWDER BATH 4 1 rt TAYLOR A THORNBF FLOOR PL RIGHT HA OT 143 IST FLOOl IT A.A.V. KITCHEN T7, I I I i I 1 i I 1 i + I j I ! '-1_-;- II-- I 13" WASTE STACK FROM 10 0( M YC 4 1 rt IT A.A.V. KITCHEN T7, I I I i I 1 i I 1 i + I j I ! '-1_-;- II-- I 13" WASTE STACK FROM 111D 2 FLOOR DOWN TO... ST 1 FLOOR. J RRION WE T.H. BIRCH GARAGE i : 1 TAYLOR MORRION THORNBROOKE T, 1-4. FLOOR PLAN: BIRCH RIGHT HAND GARAGE -7 LOT 143 2ND FLOOR U I t rA C-4! uDi W/M BATH 2 1 MASTER BATH J-1 II iI i t jIT 3- WASTE STACK FROM ND 2 FLOOR DOWN TOi VIA I-,1-71' 7711 ST FLOOR. I 171 T77- WASTE STACK FROM T FLOOR TO 2ND FLOOR TAYLOR MORRION THORNBROOKE T.H. FLOOR PLAN: REDWOOD 71 - LEFT HAND GARAGE LOT 144 IST FLOOR ti: 0 vr FTF I i.. 30 7T 1`7 I LJTT WASTE STACK FROM T FLOOR TO 2ND FLOOR TAYLOR MORRION THORNBROOKE T.H. FLOOR PLAN: REDWOOD 71 - LEFT HAND GARAGE LOT 144 IST FLOOR ti: 0 w TAYLOR MORRION THORNBROOKE T. H, FLOOR PLAN: REDWOOD LEFT HAND GARAGE LOT 144 2ND FLOOR S I_p4 5" 3" WASTE STACK FROM 1ST FLOOR TO 2ND FLOOR AJ Lo 20 0 r QDQ cv uo I_p4 5" 3" WASTE STACK FROM 1ST FLOOR TO 2ND FLOOR AJ FF A I T L 3" WASTE STACK FROMJ T- 1ST FLOOR TO 2ND FLOOR TAYLOR MORRION THORNBROOKE T.H. FLOOR PLAN: REDWOOD LEFT HAND GARAGE LOT 145 IST FLOOR -r-t L4 A A4171 Ld LlLL TAYLOR MORRION THORNBROOKE,-(, FLOOR PLAN: REDWOOD LEFT HAND GARAGE LOT 145 2ND FLOOR S Lm IRV hj t1 3" 3" WASTE STACK FROM 1ST FLOOR TO 2ND FLOOR J Lo 4 Z p N LL3z Qa 3" WASTE STACK FROM 1ST FLOOR TO 2ND FLOOR J 4 L 3" WASTE STACK FROM 1ST FLOOR TO 2ND FLOOR U TAYLORTLUK IWORRION ez THORNBROOKE T.H. FLOOR PLAN: WILLOW LEFT HAND GARAGE LOT 146 1ST FLOOR 14 i 14 Li I A J- 4 L 3" WASTE STACK FROM 1ST FLOOR TO 2ND FLOOR U ez 14 i 14 Li JA I i—}i j FFT JIL Ft Illi Fr -,+T 2. r P4 TAYLOR MORRION THORNBROOKE T.H. FLOOR PLAN: WILLOW t LEFT HAND GARAGE LOT 146 2ND FLOOR it L I j old TE STACK FROM T-1 3" WA 1ST FL oil it LE L JIL Ft Fr -,+T 2. r P4 TAYLOR MORRION THORNBROOKE T.H. FLOOR PLAN: WILLOW t LEFT HAND GARAGE LOT 146 2ND FLOOR L I j old TE STACK FROM OR TO 2ND FLOOR oil LE Permit # RECORD COPY City of Sanford AUG J 2X' ) Building and Fire Prevention is . Product Approval 16-2190 Specification Form 1^)G 0 SPN 0,;0 OFPAVk Project Location Address 469 Merry Brook Circle As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-R3 Sliding Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-116 Roll U Automatic Other 2.Windows Sin le Hung MI Windows Block Single Hung FL17676.2,9 Horizontal Slider Casement Double Hun Fixed MI WINDOWS Block Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullion — Block and Frame FL18504.6 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL12019-R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles FL16305-R4 Underla ments InterWrap, Inc. Underlayments FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Weather Vent Roof Vent Miami Dade Approved Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk li hts Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL2197-R5 En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R3 Applicant's Signature Applicant's Name Please Print) June 2014 RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form J pING m Permit # 1 6_ 2 19 1 R Project Location Address 465 Merry Brook Circle oFPARk As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www. florid a build ing. org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) I. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-113 Sliding Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2.Windows Single Hung MI Windows Block Single Hung FL17676.2,9 Horizontal Slider Casement Double Hun Fixed MI WINDOWS Block Fixed Glass FL18644.04 Awning Pass Through Projected Mullions MI Windows Mullion — Block and Frame FL18504.6 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soff its FL12019-R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles FL16305-R4 Underla ments InterWrap, Inc. Underlayments FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Weather Vent Roof Vent Miami Dade Approved Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk lights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Tiuss Plates FL2197-R5 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R3 Applicant's Signature Applicant's Name Please Print) June 2014 f RECORD COPY D City of Sanford Building and Fire Prevention Product Approval S Permit # # 1 6- 2 1 9 2 Project Location Address 461 Merry Brook Circle pf qation Form J DING As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-113 Sliding Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2.Windows Single Hung MI Windows Block Single Hung FL17676.2,9 Horizontal Slider Casement Double Hun Fixed MI WINDOWS Block Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullion — Block and Frame FL18504.6 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL12019-R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles FL16305-114 Underla ments InterWrap, Inc. Underlayments FL15216-112 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Weather Vent Roof Vent Miami Dade Approved Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk lights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL2197-R5 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R3 Applicant's Signature Applicant's Name Please Print) June 2014 D Permit # RECORD COPY City of Sanford Building and Fire Prevention Product Approval 16-2193 S cation Form SANFORD oFPAR 1-. Project Location Address 457 Merry Brook Circle As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-113 Sliding Sectional Arnarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2.Windows Single Hung MI Windows Block Single Hung FL17676.2,9 Horizontal Slider Casement Double Hun Fixed MI WINDOWS Block Fixed Glass FL18644.04 Awning Pass Through Projected Mullions MI Windows Mullion — Block and Frame FL18504.6 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL12019-R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles FL16305-R4 Underla ments InterWrap, Inc. Underlayments FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Weather Vent Roof Vent Miami Dade Approved Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk lights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL2197-R5 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R3 Applicant's Signature Applicant's Name Please Print) June 2014 RECORD COPY D City of Sanford Building and Fire Prevention Product Approval Permit # # 1 6- 2 19 4 Spe Jtion Form SANT ORD QFPAR,ti Project Location Address 453 Merry Brook Circle As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) I. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-113 Sliding Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-116 Roll U Automatic Other 2.Windows Single Hung MI Windows Block Single Hung FL17676.2,9 Horizontal Slider Casement Double Hun Fixed MI WINDOWS Block Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullion — Block and Frame FL18504.6 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FI -12019-115 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles FI -16305-114 Underla ments InterWrap, Inc. Underlayments FI -15216-112 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives/ Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Weather Vent Roof Vent Miami Dade Approved Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk lights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL2197-R5 En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R3 Applicant's Signature Applicant's Name Please Print) June 2014 RECORD COPY City of Sanford Building and Fire Prevention Product Approval Permit # # 16 - Specificat' Form OJ DING s 2 195 A+FOR oFPAR Project Location Address 449 Merry Brook Circle As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.orQ. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) I. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-R3 Sliding Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-116 Roll U Automatic Other 2.Windows Single Hung MI Windows Block Single Hung FL17676.2,9 Horizontal Slider Casement Double Hun Fixed MI WINDOWS Block Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullion — Block and Frame FL18504.6 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL12019-115 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles FL16305-114 Underla ments InterWrap, Inc. Underlayments FL15216-112 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les Roofing tiles Roofing Insulation Waterproofing Built up roofing System . Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Weather Vent Roof Vent Miami Dade Approved Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk li hts Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL2197-R5 En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R3 Applicant's Signature Applicant's Name Please Print) June 2014 i RECORD COPY n City of Sanford Building and Fire Prevention Permit # # 1 Product Approv cification SA FORO 6- 2 1 9 6 OFPARR3`° Project Location Address 445 Merry Brook Circle Form As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) I. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-R3 Sliding Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2.Windows Single Hung MI Windows Block Single Hung FL17676.2,9 Horizontal Slider Casement Double Hun Fixed MI WINDOWS Block Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullion — Block and Frame FL18504.6 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL12019-115 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles FL16305-114 Underla ments InterWrap, Inc. Underlayments FL15216-112 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Weather Vent Roof Vent Miami Dade Approved Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk li hts Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL2197-R5 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R3 Applicant's Signature Applicant's Name Please Print) June 2014 RECORD COPY n City of Sanford Building and Fire Prevention Product Approval Specification Form ocle,, Permit # # 16 - 2 Project Location Address 441 Me=Brook As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) I. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-R3 Sliding Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2.Windows Single Hung MI Windows Block Single Hung FL17676.2,9 Horizontal Slider Casement Double Hun Fixed MI WINDOWS Block Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullion — Block and Frame FL18504.6 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding Soffits Alpha Aluminum, Inc. Soff its FL12019-R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles FL16305-R4 Underla ments InterWrap, Inc. Underlayments FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Weather Vent Roof Vent Miami Dade Approved Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk lights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL2197-R5 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R3 Applicant's Signature Applicant's Name Please Print) June 2014 Florida Building Code Online F7[%C)N-T -t>CcR Page 1 of 3 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated I Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rockw@rwbidgconsultants.com Vivian Wright rlckw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute Ryan 3. King, P.E. J Validation Checklist - Hardcopy Received Standard 101/1.S.2 ASTM E1886 ASTM E1996 ASTM E330 TAS 201, 202, 203 Method 1 Option A 06/13/2015 06/28/2015 Year 1997 2002 2002 2002 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJ/` 1 Q... 7/20/2015 I Business & Professional Regulation.. ra vc A>,tlllefllf SCIS Home I Log In I UW Registration Hot TOPICS I Submit surcharge ! Stats 6 FaCts I Publications I FaC StO I aCIS Site Map I Units I Search I Bone(Q DRubrovalPessnal USEPreUse Regulation Noduct Anaraval Menu > prOOucl or Aaotkatbn s•orch,> Application Lht i Applltsucn DoWl W. FL A FL1S225-R3 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated I Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rockw@rwbidgconsultants.com Vivian Wright rlckw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute Ryan 3. King, P.E. J Validation Checklist - Hardcopy Received Standard 101/1.S.2 ASTM E1886 ASTM E1996 ASTM E330 TAS 201, 202, 203 Method 1 Option A 06/13/2015 06/28/2015 Year 1997 2002 2002 2002 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJ/` 1 Q... 7/20/2015 Florida Building Code Online Date Pending FBC Approval Date Approved 07/05/2015 Summary of Products Page 2 of 3 FL # Model, Number or Name Description 15225.1 a. "Classic -Craft" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLI5225 R3 C CAC 15225.1 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.1-68 (6'8 Door Products), INST FLI5225 R3 11 INST 15225.1-68.p,Q( 15225.1-80 (8'0 Door Products) and INST 15225-68M (68 FLIS225 R3 II INST 15225.1-80.odf Door Products Direct to Masonry) for Installation FLI5225 R3 11 INST 1S225-68M:Ddf instructions. (Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04) Created by Independent Third Party: Yes Evaluation Reports FLI5225 R3 AE Eva115225;1-68.Ddf FLI5225 R3 AE EVAL 15225.1.80.Ddf FLI5225 R3 AE EVAL 1522-68M.Ddf c. "Fiber -Classic" and "Benchmark Created by Independent Third Party: Yes 15225.2 b. "Construction Series' and 6/8 Opaque Steel Door with and without Sidelltes. Inswing Benchmark by Therma-Tru" and Outswing Limits of Use Certification Agency Certificate Approved for use In HVHZ: No MS R3 C CAC 15225.2 NAM] certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2021 Design Pressure: N/A Installation Instructions. Other: See INST 15225.2-68 (6'8 Door Products) and INST FLI5225 R3 II INST 157.25.2-68.odf 15225-68M (68 Door Products Direct to Masonry) for FLI5225 R3 II ]NST 15225.68M.odr Installation instructions. (Note - Glazing Shall comply with Verified By: Lyndon F. Schmidt, P.E. 43409 ASTM E1300-04) Created by Independent Third Party: Yes Evaluation Reports FLI5225 R3- AE EVAL 15225.2-68.odf. F(,15225 R3 AE EVAL 15225-68M.Ddf Created by Independent Third Party: Yes 15225.3 c. "Fiber -Classic" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLI5225 R3 C CAC 15225.3 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.3-68 (6'8 Door Products), INST FLIS22S R3 11 INST 1 225,3,7"J- 25.3-68.odi15225.3-8015225.3-80(8'0 Door Products) and INST 15225-68M (6'8 FLI5225 R3" 11 ]NST 15225.3-80.0df Door Products Direct to Masonry) for Installation FLI5225 R3, 11 INST 15225-68M.odf instructions. Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04. (This product approval requires the use of "I" part Created by Independent Third Party: Yes number doors and sidelites, which have been stained or Evaluation Reports painted within 6 months of installation - Excludes Opaque FL15225 R3 AE EVAL 15225.3-68.Dof Benchmark Door Panels.) FL1522S R3 AE EVAL 15225.3-80.Ddf FLI5225 R3 AE EVAL 1522 - BM.Ddf Created by Independent Third Party: Yes 15225.4 d. "Premium Series' and 6/8 and 8/0 Opaque and Glazed Steel Door with and without Benchmark by Therma-Tru" Sidelltes. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLI5225 R3 C CAC 15225.4 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.4-68 (6'8 Door Products), INST FL.15Z25 R3 11 INST 15225.4-68.odf 15225.4-80 (8'0 Door Products) and INST 15225.68M (6'8 FLI5225 R3 Il INST 15225.4.80.odf Door Products Direct to Masonry) for installation FLI5225 R3 11 INST'15225-68M.Ddf- instructions. (Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04) Created by Independent Third Party: Yes Evaluation Reports FLI5225 R3 AE EVAL 1S225.4-68.odf FLI5225 R3 AE EVAL 15225.4-80.odf FLI5225 R3 AE EVAL 15225-68M.odf Created by Independent Third Party: Yes 15225.5 e. "Smooth -Star' and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelites. Inswing and Outswing https://www.Iloridabuilding.orglpr/pr_app_dtl.aspx?paraln=wGEVXQwtDgv3yV VKJZ 1 Q... 7/20/2015 Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15225.5-68 (6'8 Door Products), INST 15225.5-80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products Direct to Masonry) for Installation instructions. Note - Glazing Shall Comply with ASTM E1300- 04. (This product approval requires the use of ")" part number doors and sidelites, which have been stained or painted within 6 months of installation - Excludes Opaque Benchmark Door Panels.) Certification Agency Certificate FLIS225 R3 C CAC IS22 if Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions FLIS225 R3 11 IN51 15225.5.68.Ddf FLIS225 R3 11 IN 15225.5•SO.otlf FLIS225 R3 11 INST 15225-68M.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created Yes Page 3 of 3 115225.6 I f. "Premium Series", "Construction 16/8 and 8/0 Opaque and Glazed Steel Door with Transoms. ISeries" and "Benchmark by With and without Sidelltes. Inswing and Outswing Therma-Tru" with Transoms Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. See INST 15225.6-68 (6'8 Door Products) and 15225.6-80 (8'0 Door Products) for Installation instructions. Note - Glazing Shall comply with ASTM E1300-04) Certification Agency Certificate FI 1 s S R3' G C -AC 15225.6 NAMI certs.odf Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions FI -15225 R3,11 INST 15225.6.68.odf- F f S_225 R3 Il INST 15225.6-80.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Party: Yes Datk peat Contact us :: 1940 north Hearse Street, Tallahassee Ft. 32199 Me"' 81 •4 7.11124 The State of Florida Is an AA/EEO employer. rasvwaht 2007.3011 Stale of Florida.:: Pnrvaa Statement :: Accesslbllihi Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, Contact the onke by phone or by traditional mall. It you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an ennas address If they have one. The ernallf provided may be used for official communication with the licensee. However email addresses are public record. IF you do not wish to supply a personal address, please provide the Department with an email address which Can be made avallable to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Produrct Approval Accepts: mom Crc t r E https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3y V V KJZ 1 Q... 7/20/2015 NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005327 -RS 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic/Smooth Star Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330 The "Notice of Product Certification" is only valid If the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within IN AM 11c r.rriro.t vmd"rt .:cti"a of . ww-Nnmirerrifiratinn_ram- NAMI's Certification Pravram is accredited by The American National Standards Institute (ANSI). National Accreditation & Management Institute, inc./4794 George Washington Memory/Hayes, VA zsu-1z Tel: (804) 684-5124/Fax: (804) 684-5124 NAMI AUTHORIZED SIGNATURE: Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswing Opaque Size PostNeg Rated Comments X I/S Opaque 3'0" x 8'0" 47/-47 No NCTL-210-1940-1.2.3.4rTTF-257F Single X O/S Opaque 3'0" x 8'0" 47/-47 No NCTL-210-1940-1.2.3.4MF-257F Single XX US Opaque 6'0" x 8'0" 40/-40 No NCTL-210-1940-1.2.3.4/TTF-257F Double Standard Aluminum Astragal XX US Opaque 6'0" x 810" 40/40 No NCTL-210-1940-1.2.3.4=-257F Double Standard Aluminum Astragal XX I/S Opaque 6'0" x 8'0" 47/47 No NCTL-210-1940-1.2.3.4=F-257F Double Coastal Aluminum Astragal XX O/S Opaque 6'0" x 8'0" 47/47 No NCTL-210-1940-1.2.3.4=F-257F Double Coastal Aluminum Astragal OXO/OX/XO US Opaque Door 5'4" x 810" 40/40 No ETC-01-741-10593.0/L-2173nTF-257F Single w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 514" x 8'0" 40/40 No ETC-01-741-10593.0/L-2173/TTF-257F Single w/Sidelites Glazed Sidelites OXXO 1/S Opaque Door 8'4" x 810" 40/40 No ETC-01-741-10593.0/L-2173/TTF-257F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 8'4" x 8'0" 40/40 No ETC-01-741-10593.0/L-2173rTTF-257F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO I/S Opaque Door 8'4" x 8'0" 47/47 No ETC-01-741-10593.0/L-2173/TTF-257F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal OXXO O/S Opaque Door 10" 8'4" x 8 47/47 No ETC-01-741-10593.0/L-2173MF-257F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal National Accreditation & Management Institute, inc./4794 George Washington Memory/Hayes, VA zsu-1z Tel: (804) 684-5124/Fax: (804) 684-5124 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: NI005329-114 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Bencbmark by Therma-Tru Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/TAS202 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at vw-Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). National Accreditation & Management Institute, IncJ4794 George Washington Memoria ; y/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAM AUTHORIZED SIGNATURE: Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswing Opaque Size Pos/Neg Rated Comments X 1/S Opaque 310" x 6'8" 67/-67 No ETC-01-741-10703.0/L-2097/TTF-253F Single X O/S Opaque 310" x 6'8" 67/-67 No ETC-01-741-10703.0/L-2097/ITF-254F Single XX US Opaque 6'0" x 6'8" 40/40 No ETC-01-741-10703.0/L-2097/TTF-253F Double Standard Aluminum Astragal XX O/S Opaque 6'0" x 6'8" 40/40 No ETC-01-741-10703.0/L-2097/lTF-254F Double Standard Aluminum Astragal XX I/S Opaque 6'0" x 6'8" 47/47 No ETC-01-741-10703.0/L-2097/1TF-253F Double Coastal Aluminum Astragal XX O/S Opaque 6'0" x 6'8" 47/47 No ETC-01-741-10703.0/L-2097/ITF-254F Double Coastal Aluminum Astragal OXO/OX/XO US Opaque Door 514" x 6'8" 40/40 No ETC-01-741-10593.0/L-2097/TTF-253F Single w/Sidelites Glazed Sidelites OXO/OX1XO O/S Opaque Door 514" x 6'8" 40/40 No ETC-01-741-10593.0/L-2097/TTF-254F Single w/Sidelites Glazed Sidelites OXXO 1/S Opaque Door 8'4" x 6'8" 40/40 No ETC -01-741-10593.0/L-2097/1'1 F -253F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 8'4" x 6'8" 40/40 No ETC-01-741-10593.0/L-2097fT7F-254F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO I/S Opaque Door 8'4" x 618" 47/47 No ETC-01-741-10593.0/L-2097/TTF-253F Double w/Sidelites I Glazed Sidelites I I Coastal Aluminum Astragal OXXO O/S Opaque Door 814" x 6'8" 47/47 No ETC-01-741-10593.0/L-2097/ITF-254F Double w/Sidelites Glazed Sidelites 1 Coastal Aluminum Astragal National Accreditation & Management Institute, IncJ4794 George Washington Memoria ; y/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAM AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005330-125 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02124/2015 Product: FiberClassic/Smooth Star Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Bencbmark by Therma-Tru Series Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/TAS202 The "Notice of Product Certification" is only valid if the NAM[ Certification label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listin at wwtiv Namicertification.com NAMI's Certification Pro ram is accredited by The American National Standards Institute (ANSI). National Accreditation & Management Institute, Inc./4794 George Washington Memoria y/Bayes, VA lsu-/1 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswing Opaque Size Pos/Nez Rated Comments X I/S Glazed 3'0" x 6'8" 47/47 No NCTL-210-1940-1.2.3.4/iTF-256F Single X O/S Glazed 390" x 6'8" 47/A7 No NCTL-210-1940-1.2.3.4/TTF-255F Single XX US Glazed 610" x 6'8" 40/40 No NCTL-210-1940-1.2.3.4/ITF-256F Double Standard Aluminum Astragal XX O/S Glazed 6'0" x 6'8" 40/40 No NCTL-210-1940-1.2.3.4/T7F-255F Double Standard Aluminum Astragal XX I/S Glazed 610" x 6'8" 47/-47 No NCTL-2 10- 1 940-1.2.3.4/TTF-256F Double Coastal Aluminum Astragal XX O/S Glazed 610" x 6'8" 47/47 No NCTL-210-1940-1.2.3.4/TTF-255F Double Coastal Aluminum Astragal OXO/OX/XO I/S Glazed Door 5'4" x 6'8" 40/40 No ETC -01-741-11008.0/L-2151 TTF-256F Single w/Sidelites Glazed Sidelites OXO/OX/XO O/S Glazed Door 5'4" x 6'8" 40/40 No ETC-01-741-11008.0/L-215lfTTF255F Single w/Sidelites Glazed Sidelites OXXO US Glazed Door 8'4" x 6'8" 40/40 No ETC-01-741-11008.0/[.-215IfTTF-256F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Glazed Door 8'4" x 6'8" 40/40 No ETC-01-741-11008.0/L-2151/TTF255F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO I/S Glazed Door 814" x 618" 47/47 No ETC -01-741-11008.0/L-2151 TTF-256F Double w/Sidelites I Glazed Sidelites I I Coastal Aluminum Astragal OXXO 0/S Glazed Door 8'4" x 6'8" 47/47 No ETC-01-741-11008.0/L-2151/ITF255F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal National Accreditation & Management Institute, Inc./4794 George Washington Memoria y/Bayes, VA lsu-/1 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005331-125 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02124/2015 Product: FiberClassic/Smooth Star Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/TAS202 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within N s mire ('artiread Prnd..rt r 3etino at www_NnMirertification.com_ NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). National Accreditation & Management Institute, IncJ4794 George Washington Memoriay/Kayes, VA zstnz Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswing Opaque Size PostNeK Rated Comments X I/S Opaque 3'0"x 6'8" 67/-67 No ETC-01-741-10702.0/L-2096MF252F Single X O/S Opaque 3'0"x 6'8" 67/-67 No ETC-01-741-10702.0/L-2096/TTF251F Sin le XX 1/S Opaque 610" x 6'8" 40/40 No ETC-01-741-10702.0/L-2096/ITF252F Double Standard Aluminum Astragal XX O/S Opaque 6'0" x 6'8" 40/40 No ETC-01-741-10702.0/L-2096/1TF251 F Double Standard Aluminum Astragal XX 1/S Opaque 610" x 6'8" 55/-55 No ETC-01-741-11008.0/L-2151/TTF252F Double Coastal Aluminum Astragal XX O/S Opaque 6'0" x 6'8" 55/-55 No ETC-01-741-11008.0/L-215IIrTF25I F Double Coastal Aluminum Astragal OXO/OX/XO S Opaque Door 514" x 618" 40/40 No ETC -01-741-11008.0/L-215 IMF252F Single w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 514" x 6'8" 40/40 No ETC-01-741-11008.0/L-215IITTF251 F Single w/Sidelites Glazed Sidelites OXXO US Opaque Door 8'4" x 6'8" 40/40 No ETC-01-741-11008.0/L-215IIITF252F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 8'4" x 6'8" 40/40 No ETC-01-741-11008.0/L-215IITTF251 F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO US Opaque Door 874" x 6'8" 55/-55 No ETC-01-741-11008.0/L-215IITTF252F Double w/Sidelites I I Glazed Sidelites I Coastal Aluminum Astragal OXXO O/S Opaque Door 8'4" x 6'8" 55/-55 No ETC -0 1-741-11008.0/L-215 I /TTF251 F Double w/Sidelites I Glazed Sidelites Coastal Aluminum Astragal National Accreditation & Management Institute, IncJ4794 George Washington Memoriay/Kayes, VA zstnz Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: 9,,.•• 68.51r MAKTHERMAITRU"' J1 b 105.90" MAX OVERALL FRAME WIDTH OVERALL WIDTH = 1 2 J t' 2 3 1 i s •O" 'o THERMA TRU DOORS s 's s s 3 s °'''., ti :' • e 1 l6 Llow.aul. OA.. Eoot"ro«• ON 43617Z-111 1 it 1 it IFit 1 it Smooth -Star" and "Benchmark by Therma-Tru"fi ? 'yc =s W 1' '1 1' '1 1' '1 1' '1 1' 'I 1 1 1' '1 1' '1 1' '1 1 6 4 6'8' SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS L W/ 8 W/OUT SIDELITES p s a F T ; i ii 3 'a i ) „ g° INSWING/OUTSWING ' ' INSULATED FIBERGLASS DOOR WITH WOOD FRAMES Il:l 141; r.l l SI I il goWZ General Notes 6 e 6 6 6• 6 6 6 6 6 6 6. 7dz 1. This product anchoring droving has been developed in compliance with the 5th Edition DOUBLE W/ SIDEUTES OXXO SINGLE W/ SIOCLM oxo a < 2014) Florida BuOding Code (FBC) excluding ilhe'liigh Velocity Hurricane Zone'. See the MAX DESIGN PRESSURE MAX DESIGN PRESSURE CISs a Z' 4t Certification Agency Certificate for sties, specifications and ratings. +S5.0 -55.0 +40.0 -40.0 o 2. Product anchors shall be as fisted and spoced as shown on details. Anchor embedment Itobasematerialshollbebeyondwalldressing, stucco, toam, brick and other wall 74X5 MAX. 53.00' MAX. 4 coverings. 37-VMAX. OVERALL WIDTH OVERALL WIDTH I OVERALL 1 — 3. Wood stews shall be installed following installation instructions of ANSI/AfaPA NDS 2012. IDI TM I t 2 • • 3 1 2 3 'NS } AR other fastener types to be Installed followirg fastener marlufacNrer's Installation s 3 5 s • s s , instructions. It1 I I.I.]1VAit _ 7 it tt it R4. Fastener embedment depths, edge distances and center -center distances shall be as =1-- p ; specified by the fastener manufacturer but in no instance shoo they be less than shown in ; <4 S ? ;-; -; o this drawing. Q,' 11 1 1 1 3 1, 1 1, '• 1' ,1 1 ;1 < '1 , 1, '1 1, '1 W 1 I ,1 I, ` 0.rL 5 3 t_i IF_i IFi Itit ` ,r p l i I_it 5. where shims are used. they moat be o'tigid ! shfP material Trot complies with the i requirements of the FBC. F-0 La 6. Positive and negative design pressure requirements for use with this drawing shall be '' '' '' '' ; ;( ; ; ; ; 1; 41 : 1 1: 1: ; determined by others for specific jobs in accordance with the governing code. i IF I 1 _ it - 7. Site conditions not covered by this drawing are subject to further engineering analysis. 5 6 4 5 6 1' 2 ' J 4 5 6 6 6 6 6 6 6 6 6 6• 6 6- 6 _O c Z USINGLEx DOUBLE xx SINGLE W/SIOELRE Ox aR 2121112 iMAXDESIGNPRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE u 167.0 -67.0 N.T.S. 55.0 -55.0 +40.0 -40.0 0.C, oft: JK o el. LFS T Wer NAfowAff fro s setrfs p,,,, w ,e; d fwIQSTSIO/UTafE arerf UTC" FL -15225.5-68 " RVAW SIGNAIM SEERS Iso OEAM04 — O fAf lE OF CONTENTS SNLiT 1 OESCttRION I Typtcol elevations. design pressures a en6ral notes 2 buck anchoring 3 kame anchoring Fame arlctlrXYg a loll of materials 5 HortraMal 6 vefical Doss sections 6 Verticolcmss secliors 4- 4' 4 4' 4' 4 4' g"', MULLION MULLION 4, MASONRY 7 4 SHOWN FOR MASONRY7. 4 11 SHOWN FOR fill#, s% v MASONRY REFERENCE OPENING TYP. HEAD OPENING— OPENING REFERENCE TYP. TYP I IJAMBSHEADIIHEAD JAMBS do JAMBS 2X SUCK 2X SUCK 11 II 4i 2x SUCK _/ MULLION CIO I I SHOWN FOR Ci I I REFERENCE I I !o 6 II II II x 2E SINGLE DOOR SINGtF W/SIQFLITE SINGLE W/SIDELITES RUCK ANCHORING RUCK ANCHORING BUCK ANCHORING a3 0 4 4 444' - - - - - - iT -7- F f=F= MULLION MASONRY Typ. H SHOWN FOR MULLION OPENING ESAO TYP. 11 REFERENCE SHOWN FORLl REFERENCE 11JAASTRAGAL, HEAD eISHOWNFOR & JAMBS II NOTES: REFERENCE9 II1. ZX buck mn. S.G. 10.55. 2X BUCK-/. 2X BUCK canore at the comers may be ocgwtod to mainfamn the mh I 1 ASTRAGAL edge CWCMQ to markwonm SHOWN, FOR I I z covets anchor locatiom no os'm". CW CENTOr must adonted to REFERENCE 11 mcknioin fte n*i. edge 4oance to~arjoinm o"sondcancrete onchofs iy co may bo mowed to on%um Me IMAIL ON C&Mr dmcnwn cre not =60ded. -41 3, Concrete onchor table: lf.- lil I CLEAMtN.ItANCV- MIN.sou N.T.S. AmCjf0l ANCHOR CtEA 74 So rmaeommr TO A4A30tW TO ADJACRO mc. wr JKlypeED" AkCk0A rrW rDOUBLE DOOR ~ ` DOUBLE W/SjnFI ITES cm W. Lrs IAFCON SUCK ANCHORING MASONRY BUCK ANCHORING PA.= I!= W-- OPENING FL- 15225.5- UtTRACON tis 2 OF 6 0- 'E' ANCHOR C' 3 MULLION MIN. CLEARANCE II SHOWN FOR SIZE REFERENCE MASONRY rOADMCENT' A W/2X BUCK INSTALLATION O 9 W/I% BUCK INSTALLATION 1/C TVP. HEAD 6: JAMBS - r 9 b- •E• YfW 'C ---C" SINGLE DOOR W/SIDELITES rn IN _ "B PAIRS 30 3 TYP, 1 TYP. 23' Lj 6 6 r ' i • •.. ..• ,`.` Zp >° o O W LI W/2X BUCK no INSTALLATION OL SHOWN R yi m ny-WW/IX BUCK - REFERENCEINSTALLATON 0 N ° in A/2X BUCK INSTALLATION TYP. HEAD 6aZ JAMBS • WvI 9 /1% BUCK INSTALLATION v V ••1 ' 3n G TVP. HEAD k JANOS r` oro SEE O = n w in = i 16 DETAIL '4 - o SEE - - w i 16 , 6 SEE n + DETAIL Nin - Olt - SEE - 5 _ DETAIL 'I n.+\ I J v 1 -6 • 12 5 oETAIL '2 i m IC' bABA LL VIEW "E --"E: . VlEW D"- A" SINGLE DOOR W/SIDELITE VIEW 'B` -"B" SINGLE DOOR VIEW 'A-- AIn" I I t. W" V 0"WOL oorMur+im risre+m rrw /s° (Orn ALL scars ro acs wo 0MOUTIo45) SIDEUfE NOTES: 1. The sideTte is Rrect set into the jamb with (12) M8 x 7'pm. wood screws. There are (4) of each vertical jamb. from the top down at 13.5". 31': 48.5 d 66-. There are (2) a1 the header at 4' Imm the outside corners of the home. there are (2) at the %X 4" from the outside comers. 2. For optional sidelite construction with stolft sidelite it direct set into the jamb with (4) 7,11'X 1-31,' 16 ga. stades along each jamb (6" Tram ends and equally spaced thereafter). CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be odjusted to maintain the ndn. edge distance to mortar joints. 2. Concrete anchor locations noted as 'MAX. ON CENTER- must be odu rfed to maintain the Mn. edge distance to mortar Joints, additional concrete anchors may be required to ensure the NIAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENTTO MASONRY rOADMCENT' EDGE ANCHOR . rtw • 1/C 1.1/4' r r TAPCON ITVv TAPCON • 3/16' 1.1/r B 0 DETAIL "6- W/2X BUCK 2 INSTALLATION W/IX BUCK 11 INSTALLATION DETAIL "2- W/2X SUCK Q Q bwr' 4' INSTALLATION DETAIL "I DETAIL '4 NI o1 212!6.2 4 Ne n' JK Ic ar: LFS 3 ws rw ° 15225.5-68 c O`- 0 Cl L T— O IN noN 7' PAIRS 30 ^ of P. 43J3• T-hf _"` TMv J' L— C' J VIEW 'C'—'C' DOUBLE DOOR W/SIDELITES SEE NOTEJ1 Material A SHEET 3 p SEE DETAIL 'J' B INSTALLATION STEEL J 1 ASTRAGAL) 1 MULLION O 1 SHOWN FOR p SHOWN FOR W REFERENCE 1 REFERENCE a H z ONLY p 1 16 116 p 16 STEEL er 5 12 5 Lie 1 4 x 3-114- ITW PFH CONCRETE SCREW 1 g HEAD & JAMBS _ q ai L— C' J VIEW 'C'—'C' DOUBLE DOOR W/SIDELITES El 3" SEE DETAIL 1 ASTRAGAL) 1SHOWN* FOR REFERENCE 1 ONLY 1 DESCRIPTION Material A A W/2X SUCK B INSTALLATION STEEL 9 W/IX BUCK O 1 INSTALLATION W y 1 TYP. HEAD a H z JAMBS r El 3" SEE DETAIL 1 ASTRAGAL) 1SHOWN* FOR REFERENCE 1 ONLY 1 SEE _ a; n DETAIL '4' N e - 1 SEE 0 1 I6 1 16 DETAIL . 1. c l c + - 1 - n + 11 ct 5 1 5 A' VIEW "E -'E" OOUBLF_ DOOR VIEW 90 w V/ *"lo I coa/Arzow n,SrOAM IMW /JO ". ALL SVM W OWR awe aDOU706) W/2X BUCK 2 INSTALLATION W/1X BUCK INSTALLATION 12 T C W/2X BUCK Item DESCRIPTION Material A 10 x 2-1 2 PFH WOOD SCREW B 10 X 1 — s PFH w0o0 SCREW STEEL 3 ' STEEL 1 10 x J/4- I.C. WOOD SCREW Hine to Frome STEEL y 1 I 6• 1 14 627` de STEEL 4 1 4 x 2-314 PFH ELCO OR ITW CONCRETE SCREW STEEL 5 X SUCK STEEL er s '111 e XSUCK y o` Lie 1 4 x 3-114- ITW PFH CONCRETE SCREW g HEAD & JAMBS _ o ai rl i HEAOER JAMB SUGAR PINE. SG >= O.J4 WOOD 21 3 s THK. PRESSURE TREATED SIOELITE PAD J 14 SEE _ a; n DETAIL '4' N e - 1 SEE 0 1 I6 1 16 DETAIL . 1. c l c + - 1 - n + 11 ct 5 1 5 A' VIEW "E -'E" OOUBLF_ DOOR VIEW 90 w V/ *"lo I coa/Arzow n,SrOAM IMW /JO ". ALL SVM W OWR awe aDOU706) W/2X BUCK 2 INSTALLATION W/1X BUCK INSTALLATION 12 T C W/2X BUCK Item DESCRIPTION Material A 10 x 2-1 2 PFH WOOD SCREW STEEL. B 10 X 1 — s PFH w0o0 SCREW STEEL C 10 X 1 PFH WOOD SCREW STEEL 1 10 x J/4- I.C. WOOD SCREW Hine to Frome STEEL 10 x 2 LG. PFH WOOD SCREW STEEL 3 1 x 2-112 LG. PFH OD 5CREW STEEL 4 1 4 x 2-314 PFH ELCO OR ITW CONCRETE SCREW STEEL 5 1 4 x 1-3 4 ITW PFH CONCRETE SCREW STEEL 9 11 4" x 3-314' ITW PFH CONCRETE SCREW STEEL 11 3 16 x 3-114- ITW PFH CONCRETE SCREW STEEL 12 1 4 x 3-114- ITW PFH CONCRETE SCREW STEEL I3 MASONRY - 3000 PSI MIN, CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 11/4' X 2-I 4 PFH ITW CONCRETE SCREW STEEL 20 HEAOER JAMB SUGAR PINE. SG >= O.J4 WOOD 21 3 s THK. PRESSURE TREATED SIOELITE PAD W000 301112_ 1 2 X 1 X 25 GA, CORRUGATED FASTENER 57EEL INSTALLATION 3. t' 0 W/1X BUCK It sEtALlJ_ INSTALLATION DETAIL 'J' B ATTACH ASTRAGAL THROW SOLT STRIKE PLATE TO FRAME AS SHOWN. 1 C t DETAIL 'A' q jIV er. JK or. LFS ro mak, 15225.5-66 r 4 -_L A.§.. v 1 # . 13 : i• •` r eo Ill N N Z V 13 t 4/ § yy 1X BUCK n i t" ~ .7 CL 9 _^ A z= 2X BUCK. 6 INTERIOR EXTERIOR 1.25 !2 A 0 INTERIOR EXTEWW INTERIOR EXTERIOR 1 HEAD JAMB 2 HEAD JAMB 3 HEADJAMS 7Nto -" g 1o woof home S To 2z 20tuck cM1Iwi11gtiow1131owmHU p O_ 13I 4 2X BUCK INTERIOR INTERIOR um' 4 ArAR z A W EXTERIOR EXTERIOR11 a 0.1 r MIN. : C•SWK = SIOMSPCE SFOMSTtiA E o i NL—Lis"MIN. 113• MIN. 1zEMS. EMB. - i ° 1.2SMIN. u EMS. TYP. WE 2/2f/12 i xxt: N.T.S. ° a orc. ar. ,IK ° 4 VERTICAL SIDE JAMB S VERTICAL SIDE JAMB am. °r. I.FS i S I. Wwfi wn S To woaf4 op.nc w. ° F1-15225.5-68 0 5 -g 1Z INTERIOR EXTERIOR 16 1 VERTICAL CROSS SECTION 6 V%." cavombw INTERIOR EXTERIOR f 16 d VERTICAL CROSS SECTION 6 4u-tV conWation EXTERIOR 2 VERTICAL CROSS SECTION 6 0-h-Vcon6g-O- EXTERIOR INTERIOR INTERIOR S VERTICAL CROSS SECTION 6 o,,3" canlg mion INTERIOR j EXTERIOR 3 VERTICAL CROSS SECTION EXTERIOR INTERIOR 6 VERTICAL CROSS SECTION 6 OL ft.* g cv,rg s. most 2/21/ 12 i N.T.S. JK r: LFS i r 15225.5-68 6 a 0 Z. Ul I •• • J > O O ZVEa • s v V , SZ 12 j 1 N2 U 6 VERTICAL CROSS SECTION 6 OL ft.* g cv,rg s. most 2/21/ 12 i N.T.S. JK r: LFS i r 15225.5-68 6 a 0 THERMAITRU 0 THERMA TRU DOORS 1 I a IMousTU all.. C—C.MIM. OH -3510 Smooth -Star" and "Benchmark by Therma-Tru" 8b' SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 1. This product anchoring drawing has been developed in complance with the 5th Edition 2014) Florida Budding Code (FOC) exctudling the High Velocity Hurricane Zone'. See the Certification Agency Certificate for saes. specifications and ratings. 2. Product anchors shoo be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing. stucco, foam. brick and other wall coverings. 3. Wood screws shag be installed following installation instructions of ANSVAF&PA NOS 2012. All other fastener types to be installed following fastener manufacturer's irstalotion instnucharts. 4. Fastener embedment depths, edge distances and center -center distances shag be as specified by the fastener manufacturer but in no instance shalt they be less than shown in this drawing. 5. Where shims are used, they must be a'tiigid / stiff material that complies with the requirements of the FBC. b. Positive and negative design pressure requirements for use with this drawing shag be determined by others for speck Jobs in accordance with the governing code. 7. Site conditions not covered by this drawing are subject to further engineering analysis. 105.50' MAX. OVERALL FRAME WIDTH 1 2 3 3 3 3 SNEErf 11 ,1 11 1• 1 1 1 ' Y__Y 1[__L 1L 11 1 L 11 C__L 1C__L II 11 11 ,1 Buck cmharlN u n Fro, a 4 n u I Horizontal 6 vertical cross sections 6 Vertical cross sections 11 II u 11 r' 11 1 u p 11 11 11 I' 1 1 II 11 II 11 I' a 1' 1 11 II II 11 II 11 v 1, 1 1 II a' t' 11 II L`---_JJ ill iT'Yi 1. This product anchoring drawing has been developed in complance with the 5th Edition 2014) Florida Budding Code (FOC) exctudling the High Velocity Hurricane Zone'. See the Certification Agency Certificate for saes. specifications and ratings. 2. Product anchors shoo be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing. stucco, foam. brick and other wall coverings. 3. Wood screws shag be installed following installation instructions of ANSVAF&PA NOS 2012. All other fastener types to be installed following fastener manufacturer's irstalotion instnucharts. 4. Fastener embedment depths, edge distances and center -center distances shag be as specified by the fastener manufacturer but in no instance shalt they be less than shown in this drawing. 5. Where shims are used, they must be a'tiigid / stiff material that complies with the requirements of the FBC. b. Positive and negative design pressure requirements for use with this drawing shag be determined by others for speck Jobs in accordance with the governing code. 7. Site conditions not covered by this drawing are subject to further engineering analysis. 68-V MAIC OVERALL WIDTH 7Y 2 Y J 3 3 S TAQE Of COMEMS SNEErf DUCRIPITON 1 Typical elmlrons. design pressures & general notes 2 Buck cmharlN 1 Fro, a 4 home oncharkq b ba of materials 5 Horizontal 6 vertical cross sections 6 Vertical cross sections 68-V MAIC OVERALL WIDTH 7Y 2 Y J 3 3 S fo II 11 1 1 1. II 11 11 ,. II 11 1' 11 IIIt 1 11 II u 11 r' 11 1 u p 11 11 11 I' 1 1 II 11 II 11 I' a 1' 1 11 II II 11 II 11 v 1, 1 1 II a' t' 11 II L`---_JJ ill 8 6 6 6, 6•• 16 6• 6 6-6 8 6 00V8LE W/SrOEUTES OXXO SINGLE w/SIOCUT S 0X0 MAX DESIGN PRESSURELuer NAtowtx[ ire a sins- MAX DESIGN PRESSURE 47.0 •47.0 1 rWUM311GNATUMFUNRS/Ald1 +40.0 -40.0 911171WSIGNATIIUSUM M OEtWOLT 37.50' MAX 743.00' MAX. OVERALL .-- .50 MAX.MAx. OVES LL WIDTH { OVERALL S WIDTHWIDiH I IS s 1w ry. T 1 1 I I 1 L} ;J ll "_1J -L1J 11 11 I I 11 IC _ 1 Ir l a' t' 11 II iT'Yi u " dW 1 1 I 1 11 11 11 II 1 11 11 11 11 11 1 1 1 1 1L11 1 1 11 II 11 11 11 11 11 11 t 11 I 1, ,1 I 11 11._to .l_11 Il_yl IL_yl a u v 12 A 1 1 3 r--1Ir5% .11 iYYi 1i7-YI iY'Y. 3 u, II II[ C75 6 ca i 1 , 1 1, 11 11 11 11 11 1. 11 11 I I 1 1 11 .1 11 11 11 11 1. 7I1y1IIL1 'I 11-1' '1-1' 1-1' •1_11 I y 1' I P z u WC 2121112 t .3 6 t 3 6 1 2 Jt stir N.T 5. 1,A,6_ 6 6 6 6 6- 6 6. 8 6 6, en JK c SINGLE X DOUBLE XX SINGLE w/SWEUTE OX a"'•P' IFS 3 FL-15225.5—Bo a MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE 67.0 -67.0 47.0 47.0 40.0 40.0 slim I of 6 MASONRY OPENING TYP HERO JAMBS 2x BUCK 1i-1 4• MASONRY OPENING NOTES: 2x BUCK 1. ?Xbuck min. S.G. 2:0.55. CONCRETE ANCHOR NOTES. 1. Concrete anchor localans at the comets may be adwted to maintain the min edge dbtance to mortorjoints. 2. Concrete anchor locations noted as MAIC. ON CENTER" must be O*nted to maintain the min edge distance to mortar joints. additional concrete anchors may ens" thebereouiedtoens" TUdX. ON CENTER' mension ore not exceeded. l Concrete anchor table: ANCHOR 11 MIN. CLEARANCE I I `MULLION MASONRY 1 II SHOWN FOR OPENING TYP II REFERENCE TYpF HEA011 ED" ANCHORiCWR JAMBS 1/r t•t/r r r TAIRCON i IIgo ELCO II 0 r II II II 2X BUCK II II t II 1 1 MASONRY OPENING NOTES: 2x BUCK 1. ?Xbuck min. S.G. 2:0.55. CONCRETE ANCHOR NOTES. 1. Concrete anchor localans at the comets may be adwted to maintain the min edge dbtance to mortorjoints. 2. Concrete anchor locations noted as MAIC. ON CENTER" must be O*nted to maintain the min edge distance to mortar joints. additional concrete anchors may ens" thebereouiedtoens" TUdX. ON CENTER' mension ore not exceeded. l Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MTM CLEARANCE SRE roiNASONRy ro JACENT TYpF EMBECMEM ED" ANCHORiCWR Rw a 1/r t•t/r r r TAIRCON i 1 ELCO 1 1• r ULTRACON 1 p II 1 4-, 4- r 4- a p p II ASTRAGAL 1 II 1 MULLION I I SHOWN FOR i 1 1 SHOWN 1 HEAD 0 1 p II 1 1 1 1 II 1 MASONRY < I I I I I ASTRAGAL II OPENING n p I I I I X i i, rtti*. S R O H II 1 II MM JAMBSC. I JL II 1 II 11 II N f'n ms11 tn BUCK v 1 o 2x II MULLION J I1 Ja. SHOWN FOR REFERENCE II 11 1 I II I I 60" V! II II L i 1 II II a 1 SINGLE W/SIDELITES IZ m m BUCK ANCHORING I 0.6:: t•-"r a E a p TYP. HEAD p JAMBS ASTRAGAL 1 SHOWN FOR 1 REFERENCE II 1 MULLION I I SHOWN FOR i 1 1 SHOWN 1 HEAD 0 1 p II 1 1 1 p II 1 II 1 I f— 4' -- 8' Ft -i- 4 - 4- L 3 M o N y a r: 2 21 12 E c.a tin JK o wti er LF$ ; FL -15225.5-80 c sw.22 or_L 0 II E II I' II MULLION I I SHOWN FOR p MULLION FOR IITYP. II REFERENCE 1 SHOWN HEAD 1 REFERENCE I) do JAMBS p II p II II p II II 1 11 11 I ASTRAGAL II zx II p SHOWN FOR II BUCK 11 a REFERENCE IIX i II 1 II II 1 II I JL II 1 II MASONRY QOUBLE BUCK W/SIOELITES ANCHORINGOPENING 4- L 3 M o N y a r: 2 21 12 E c.a tin JK o wti er LF$ ; FL -15225.5-80 c sw.22 or_L 0 rk 1 H-1— 3' E' 0' J" MULUON C. 7" sc - REFERENCE r 3• 1 11 1 II II 1 MULLION s 111 SHOWN FOR y X REFERENCEUC P. HEAD & JAMBS _ n — A W/2X BK INSTALLATION — n s CI 9 W/IX BUCK INSTALLATION TYP. HEAD & JAMBS — rk 1 H-1— 3' z MULUON jV SHOWN FOR - sc - REFERENCE z cZzi W s h 2t1 BUCK NSTAI t/1T1pN y Ix SUCK INSTALLATION P. HEAD & JAMBS _ SEE- N .6" `'O - 4 V 16 t6 N16 SEE mo = _ $d 16 T6 OETAt1 .. 111 111 — •• 'n 1 > — 10 eJ 12 iii 5 iii 12 r + n 12 IIr LL L C. "0• .E_ .C. .0. A" VIEW "C" -"C" ,SINGLE DOOR W/SIDELITES VIEW "E• -"E• VIEW b'-"0' SINGLE DOOR W/SIDELITE Snow w/ opwk4 ww"Tw rASUM II[v I- MV. ALL emsemom SIDEUTE/NARWOARE NOTES: soanr TO aooR Joe iN_ fAu N I. The sidefite B direct set into the Jamb with (12) M8 x 7 pth. wood screws. There are (I) at each D venccoljamb. from the top down of 13.5. 31'. rS.S' & 66". There are (2) of the header at P from the ouWde comers of the home. There are (2) at the sit. I' from the oulside comers. 2. For optional sidehte conshwflon with staples, sidefte is direct set into the Jamb with (S) ?i{; X 1 C I?/; 16 go, stades along each jamb (6" from ends and equally spaced thereafter). 3. Latch, deadbdf and hinge locations vary. See Certification Agency Cerlificafe and corresponding fest Ieporti for specific dimensions and design pressure ratings. CONCRETE ANCHOR NOTES: t 1. Concrete anchor locations of the tamers may be adjusted to maintain the min. DETAIL N - edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER' must be adjusted to moinrain the min. edge distance to mortarjoinM additional concrete anchors may be required to ensure the MAX. ON CENTER dimension are not exceeded. A 3. Concrete anchor fade: A ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE 1 s TYPE SRE EMBEDMENT ED" TOARFACENT EDGE ANCHOR A A rrwa TA/CON 1/4r 1-1/1• Y ITW 3/1V1.1/1• 3• 1.1/2• anmi- 'T• TAPCONe e" A• LU i 3 9r 6. goI9AW/2x 8UCK INSTALLATION INSTALLATION DETAIL OETAf1 d TYP,HEAD & •1- JAMBS DETAIL e S 1 RO 4 i eY Eypep ,R71m N+ m C 6 u:Z e. A" SINGLE DOOR VIEW 'A" -"A UL TAIL o I N N i y u 10 wc- 2121112 WALL N T.S. Q M4 wr JK e Cwt W. LFS s FTJ NO: DETAIL 72• ar 0 z 16 sc - e aI i C` cZzi 5 s H + e. A" SINGLE DOOR VIEW 'A" -"A UL TAIL o I N N i y u 10 wc- 2121112 WALL N T.S. Q M4 wr JK e Cwt W. LFS s FTJ NO: DETAIL 72• ar 0 III 11 SEE DETAIL 3' 111 A w Ir III SEESSHEET 3 a 11 9 wU MULLION & SHOWN FOR 1 REFERENCE — ASTRAGAL SHOWN FOR _ REFERENCE 1 ONLY a — a 1 t6 16 U 16 16 t2 111 5 B .5 111 12 o III 1 III VIFW 'C'—"C" DOUBLE DOOR W/SIDELITES x Bucr AUATIOi x BUD SEE DETAIL 4 Item DESCRIPTION Moteriol A 110 x 2-112 PFH WOOD SCREW STEEL B 10 X 1-3 4 WOOD REW STEEL C 10 X 1 PFH WOOD SCREW L 1 10 x 3/4- LG. PFH WO 0 SCREW Hine to rome STEEL 4 1 4" x 2-314- PFH ELCO OR ITN CONCRETE SCREW 5JUL 5 1 4 x 1-3 4- ITW PFH CONCRETE SCREW STEEL 1.g l d" r 3-3 4 ITW PFH CONCRETE SCREW STEEL 10 8 X 3 PFM SCREW STEEL lI 1116- x 3-1 4 ITW PFH CONCRETE SCREW STEEL 12 1/4- x 3-114- ITW PFH CONCRETE SCREW STEEL 13 MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 37L- 16 1 4 XIs PFH ITW CONCRETE SCREW 20 HEADER JAMB PINE SG >= 0 42 WOOD 21 3 4 THK. PRESSURE TREATED SIOELITE PAO W000 30 1 2' X I' X 25 GA. CORRUGATED FASTENER STEEL 3' 1-1 [..... 6 - of In Jo W 4 1 rj•. rFi r w 2x BUCKA SEE DETAIL 1 ALLATION SEE to OETAIL 3' 1 W/ix BUCK 9 in 1 WSTALtATON .•r (j er 1 TYP. HEAD k `! p JAMBS _ ASTRAGAL) I r % i SHOWN FOR REFERENCE ONLY y a — 16 1 16 0 1 I - VIEW A'—A" M w/ mo" tOwraw FASIUKRS M /b M7. ALL saa ff ro own 4" coMraesloms) 11 0 DETAIL '3' ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. o A c5i Lu. srxc M.T. acb r+ oa, er. L oRArrxc xa FL -15225. P4W 4 or 11- 20 IX BUCK INTERIOR 1 HEAD JAMB S Tmsvngthio n V EXTERIOR 1.25'—F— INTERIOR 2 HEAD JAMB S 10wbv tjown BUCK INTERIOR TLISIEXTERIOR V MAIL9MSPACE MIN 1Is* MIN. EMB. EMS. TYP. t-41 VERTICAL SIDE JAMB J'bbk 1 Vwwn 0 EXTERIOR INTERIOR w Z VBUCK - InN A r INTERIOR EXTERIOR 3 HEAD JAMB j To 2x wick tr11w+n9 EXTERIORJL 0.1 S MIN. c - NK 025 MAX. SWM SPACE 1.1 S MIN. EMS S VERRCAL SIDE JAMB S TkevV 3ho ne N.T.S. 9a JK LFS 15225.5-60 5 OF 6 8' Z o o 4v c oz m66Ni N.T.S. 9a JK LFS 15225.5-60 5 OF 6 1% . INTERIOR EXTERIOR u « o INTERIOR EXTERIOR EXTERIOR INTERIOR 699 s E 4 20 v S' 13 1` 13 13 21 12 fln 16 16 - j 1 VERTICAL CROSS SECTION 2 VERTICAL CROS SECOON t'3—*N VERTICAL CROSS SECTION =I 6 d Ou W -V MMIPg-fi- 6 R INTERIOR 3 EXTERIOR 4 VERTICAL CROSS SECTION 1!1/ vu%n9 con4guro iOn EXTERIOR 1 1yfF INTERIOR 5 VERTICAL CROSS SECTION Qj outs.V conTiguulbn EXTERIOR W n INTERIOR 6 VERTICAL CROSS SECTION 6Oulswlrp— o=io^ 2 z1 az = N.T.S. ev: JK e 7 LFS ; ue w: a n 15225.5-80 c 6 a 6 THERMAITRU THERMA TRU DOORS 1 1 • woun—AL On.. Ecoc- Om •3619 6'8" SINGLE & DOUBLE OPAQUE OR GLAZED DOORS W/ & W/OUT SIDELITES OUTSWING DIRECT TO MASONRY INSTALLATION General Notes I. This product anchoring drawing has been developed in compliance with the 5th Edition 2011) Roddo Budding Code (FBC) excluding the'High velocity Hurricane Zone'. See the Certification Agency Certificate for saes, specifications and ratings. 2. Product anchors shag be as listed and spaced as shown on detadc. Anchor embedment to base material stroll be beyond wall dressing. stucco. foam, brick and other wall coverings. 3. Fastener embedment depths. edge distances and center -center distances shag be as specified by the fastener manufacturer but in no instance shag they be less than shown in this drawing. a. Where shims are used. they must be o'tigid / stifr material that complies with the requirements of the FBC. 5. Positive and negative design pressure requirements for use with this dre wang shag be determined by olhers for specific jobs in accordance with the governing code. 6. Site conditions not covered by this drowing ore subject to further engineering analysis. OOIWE W/Sol=oxxo MAX DESIGN PRESSURE 55.0 •55.0 31.50' MAK OVERALLWIDTH 1" 2 3 3' TAKE OF CONMM T• OESCRWWN OT 2' Typical elevations, des! n pressures 6 eneral notesPI Honmtal Goss sections masony Vertical crosssettbm nxrgx y homeonchoft From Un -d ng & bR of mot OOIWE W/Sol=oxxo MAX DESIGN PRESSURE 55.0 •55.0 31.50' MAK OVERALLWIDTH 1" 2 3 3' 105-V MAK (YA RML FRAME WIDTH OT 2' 1 1 siFii 1 2 1 I I I 3 v Cl,' ii •: 1 1 y m r 11 1 1' 1, t\ EO p • G1N 0 1; r OOIWE W/Sol=oxxo MAX DESIGN PRESSURE 55.0 •55.0 31.50' MAK OVERALLWIDTH 1" 2 3 3' IwotE X MAX DESIGN PRESSURE sb0assan. +55.0 -55.0 s CV* 1"RI. +65.0 -65.0 F_ 1.50' MAX. ovetAll WIDTH OT 2' 1 1 siFii 2 1 I I I IwotE X MAX DESIGN PRESSURE sb0assan. +55.0 -55.0 s CV* 1"RI. +65.0 -65.0 F_ 1.50' MAX. ovetAll WIDTH 041E W/ &MM OXo MAX DESIGN PRESSURE 55.0 -55.0 OouRIE rX MAX DESIGN PRESSURE 55.0 -55.0 539 MAX OVERALL WIDTH 1 2 3 3 sWC.IE W/LO"or MAX DESIGN PRESSURE 55.0 -55.0 IOCR rutOWIRE MJO i ItOU RW14fT s*t"Al Eswu "1c" RW116RfrGNANRE IEQFS NO OEAOIOIr 2121112 i M -F N.T.S. I+C W JK e rc rn LFS 3 WA. MO .o. u FL -15225-68M " C O e so MAX OVERALL WIDTH 3 v Cl,' ii •: 1 1 y m r 11 1 1' 1, t\ EO p • G1N 041E W/ &MM OXo MAX DESIGN PRESSURE 55.0 -55.0 OouRIE rX MAX DESIGN PRESSURE 55.0 -55.0 539 MAX OVERALL WIDTH 1 2 3 3 sWC.IE W/LO"or MAX DESIGN PRESSURE 55.0 -55.0 IOCR rutOWIRE MJO i ItOU RW14fT s*t"Al Eswu "1c" RW116RfrGNANRE IEQFS NO OEAOIOIr 2121112 i M -F N.T.S. I+C W JK e rc rn LFS 3 WA. MO .o. u FL -15225-68M " C O 11 HORIZONTAL CROSS SECTION r•9/ 16Mp ObnfiButOlion F G C h INTERIOR I p I EXTERIOR H 2 HORIZONTAL CROSS SECTION 2 ou 6 +g confiWation INTERIOR 3 HORIZONTAL CROSS SECTION 2 049-IbI ogff - ti. EXTERIOR r.l I,, 4 HORROMAL CROSS SECTION 69/ t6.A VU(clon i INTERIOR EXTERIOR 5 HORIZONTAL CROSS SECTION 2 /ttsbing figtttatiot+ A 0 0 1 oa Na ; a 2/2f/12 JK a aa. n. LF5 a xMo c Mo: FL -15225-68M Zr-2 a 55 G i J fi Y" a 9 NWY v Q6 5= d N INTERIOR EXTERIOR 5 HORIZONTAL CROSS SECTION 2 /ttsbing figtttatiot+ A 0 0 1 oa Na ; a 2/2f/12 JK a aa. n. LF5 a xMo c Mo: FL -15225-68M Zr-2 a 55 G I s MAX. EXTERIOR W INTERIOR 1 VERMAL CROSS SECTION S wl—,6-om TisuOW 125' Q MW.— I EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION S b9pubwrgcpdpurotion I SMAIL EXTERIOR EXTERIOR f S VENCAL CROSS SECTION 0.".*V conTgwot on INTERIOR S VERBAL CROSS SECTION 3 outswfnp con. bn m EXTERIOR EXTERIOR 4 VERTICAL CROSS SECTION INTERIOR INTERIOR n VERTICAL CROSS SECTION J vuiY wy caw`puorion n i o N 9j Z yM 2121112 N.T.S. ° m or: JK m arc sr: LF5 ; rurwc wo. ° n FL -15225-68M c J a 5 G s INTERIOR g cs m c; INTERIOR INTERIOR n VERTICAL CROSS SECTION J vuiY wy caw`puorion n i o N 9j Z yM 2121112 N.T.S. ° m or: JK m arc sr: LF5 ; rurwc wo. ° n FL -15225-68M c J a 5 G C r 1--3• T MIN. w' N 1 • l yk 1 I I I I I I _ D TYP 0 HEADn! TYP, ®HEAD u F 4.9/16HEAD /T — 3r FO ADJACENT T MULLION J SHOWN FOR WN EGGS ANCIlOR RETSIENCE _ r T— G 69/1b'IAMB btYP. ®'AAs - 0 L2 iii S of f! VIEW'C='C" SINGLE DOOR W/SIDEUIES r ANCHOR MIN. w' N MIICCLEARANCE yk 1 L 3r FO ADJACENT T WN EGGS ANCIlOR rfw r T— TAPCON. MB ELCO SSwao 1.1/f 1' VLTRACON ti S IIW • 3/16 1-1/4' AS SHOWN AS SHOWN TArCON 0 I SINGLE DOOR W/SIDEWE VIEW Ir -'8" OETAIL'S y SEE DETAIL VIEW'E'-"E' VIEW W--ro' CONCRETE ANCROR NOTES: 1. Concrete a Ww locations of the comers may be coveted to maintain Me min. edge dislonw to mortar Joints. 2. Conuefo orchor iocariom noted os MAX. ON CENTER' must be ocMIed to mcintch the min edge distance to mortor0n)l oddNond aorlcrefe and%= moY be reaured to mare the'MAX. ON CBRER•dment+on are not exceeded. 3. Concrete anchor fobfe: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIICCLEARANCE yk STTE EMIEDMEM IO MASONRY FO ADJACENT T WN EGGS ANCIlOR rfw Y TAPCON. MB ELCO 1/4* 1.1/f 1' VLTRACON S IIW • 3/16 1-1/4' AS SHOWN AS SHOWN TArCON SIDELITE NOTES: 1. The sidelite is direct sof into the jamb with (12) N8 x 7 pth. wood screws. There are (4) of each vertical jamb. from the top down al 13.S. 31 .48.5.6 66. There are (1) of the header of 4" from the ouhide comers of the home. there are (2) of the sa. 4' from the outside comps. o SEE ITI- 51 SINGLE DOOR VIEW A% A' Ila m Ili i r r IE 26 DEML'A" 24 I anar H a DETAIL "S' DETAIL "3" 9/16 HEADTYP.0HEAD4.9/16'HEADfoH C -U-n WN FOR WWCE MBS0 MB MB -- SEED- S DETARTa•Y SINGLE DOOR W/SIDEWE VIEW Ir -'8" o SEE ITI- 51 SINGLE DOOR VIEW A% A' Ila m Ili i r r IE 26 DEML'A" 24 I anar H a DETAIL "S' DETAIL "3" C -U-n i1Z uc luu 2121112 i sAc N.T.S. iK. en JK c sM..ie •s,: FL -15225-6,14 c ww s Of 5 0 fiw W L C 1 gill r-1 o I 1 1 1 1I 1 1 C r1SEEOVAIL•6' 0 G b9/16•JAMB STEEL D 6.9116• WAD TYP O HEAD MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 H 1.9116• JAMB p 1.9/16'HEAD Q 16 SEE 3/16"X 2-311• TIW PFH CONCRETE SCREW ASTRAGAL I; MULLION H 12 SHOWN FOR 1. SHOWN FOR 1 STEEL REFERENCE 1 REFER84CE 12 1 /4• x 3.1/P ELCO OR ITW PFH CONCRETE SCREW ONLY 1 16 1 X X 2-1 If PFH ITW CONCRETE SCREW 1 16 U 1 STEEL 0 410 X 1-3/0 PFH WOOD SCREW 1 r 1 VIEW "C"•"C" VIEW "E"•"r W n V ;n Z ?••jlA' n r pSEEOEULL •6' 0 e1D&-9116- Typ0TYP. 0 HEAD v fn AMGAL e viN`=••: u pon SHOWN FOR a m n i REFERENCE O _ V i `ZONLYOb9/16' IAMB 0 TYP. O JAMBS 'E W (X 04-9/16-JAMS 1 SEE DETAIL C 1 .I. ca s O DOUBLE DOOR VIEW II -"A" FS it 0 0N OW _ o ATTACH ASTRAGAL THROW BOLT 27 "d" 26 STRUT PIAAS SHOTE TO dN. @t W DETAIL " S26 Oat 2/2f/12 i 24 Saxe: N.T.S. DETAIL "i" nx ac LFS T 04-W wa: ° FL -15225-68L1 c BILL OF MATERIALS 1 .eN T 1 C r 0 G b9/16•JAMB STEEL TYP. 0 JAMBS MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 H 1.9116• JAMB F 1/4* x 2-114r ELCO OR TIW PFH CONCRETE SCREW Q 16 SEE 3/16"X 2-311• TIW PFH CONCRETE SCREW DETAIL *7 H 12 S 1 VIEW "E"•"r W n V ;n Z ?••jlA' n r pSEEOEULL •6' 0 e1D&-9116- Typ0TYP. 0 HEAD v fn AMGAL e viN`=••: u pon SHOWN FOR a m n i REFERENCE O _ V i `ZONLYOb9/16' IAMB 0 TYP. O JAMBS 'E W (X 04-9/16-JAMS 1 SEE DETAIL C 1 .I. ca s O DOUBLE DOOR VIEW II -"A" FS it 0 0N OW _ o ATTACH ASTRAGAL THROW BOLT 27 "d" 26 STRUT PIAAS SHOTE TO dN. @t W DETAIL " S26 Oat 2/2f/12 i 24 Saxe: N.T.S. DETAIL "i" nx ac LFS T 04-W wa: ° FL -15225-68L1 c BILL OF MATERIALS OEM ° oacerIUIN MATERIAL C 111• MAX. SHIM SPACE 0 1/1• X 2-3/4• ELCO OR (TW PFK CONCRETE SCREW STEEL E MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4* x 2-114r ELCO OR TIW PFH CONCRETE SCREW STEEL G 3/16"X 2-311• TIW PFH CONCRETE SCREW STEEL H 3/16• X 2-1/P TTW PFH CONCRETE SCREW STEEL S 111• x 1-3/f ELCO OR HW PFH CONCRETE SCREW STEEL I 1 3/16"x 31/1• TIW PFH CONCRETE SCREW STEEL 12 1 /4• x 3.1/P ELCO OR ITW PFH CONCRETE SCREW STEEL 16 1 X X 2-1 If PFH ITW CONCRETE SCREW STEEL 24 09 X 3/4' PFH WS SIM 26 N9 X I• PFH WS STEEL 27 410 X 1-3/0 PFH WOOD SCREW STEEL VIEW "E"•"r W n V ;n Z ?••jlA' n r pSEEOEULL •6' 0 e1D&-9116- Typ0TYP. 0 HEAD v fn AMGAL e viN`=••: u pon SHOWN FOR a m n i REFERENCE O _ V i `ZONLYOb9/16' IAMB 0 TYP. O JAMBS 'E W (X 04-9/16-JAMS 1 SEE DETAIL C 1 .I. ca s O DOUBLE DOOR VIEW II -"A" FS it 0 0N OW _ o ATTACH ASTRAGAL THROW BOLT 27 "d" 26 STRUT PIAAS SHOTE TO dN. @t W DETAIL " S26 Oat 2/2f/12 i 24 Saxe: N.T.S. DETAIL "i" nx ac LFS T 04-W wa: ° FL -15225-68L1 c R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P O. Dox 230 Valrico, FL 33595 Plronc 813 659 9197 Florida Board or Professional Engineers Cenificale orAtilhorizelron No. 9813 Product Sub Category Manufacturer Product Name Category Thermo Tru Corporation Smooth -Star" and "Benchmark by Therma-Tru" Exterior Swinging 118 Industrial Dr 8'8 Single & Double Opaque or Glazed Panels w/ b w/o Sidelites Doors Exterior Door Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Insulated Fiberglass Door with Wood Frames Scope: Product Evaluation report issued by R W Building Consultants, Inc. b Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation, based on Rule Chapter No. 61G20-3, Method 1A of the Slate of Florida Product Approval, Dept. of Business b Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other enlity involved in the approval process of the product named herein. Um/talions: 1. This product anchoring has been developed In compliance with the Slit Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and design pressure ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base materiel shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be Installed following Installations Instructions of ANSI AFBPA NDS 2012. All other fastener "s to be Installed following fastener manufacturers installation instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no instance shall they be less than shown in drawing FL -15225.5-68. S. Where shims are used, they must be a "rigid / stiff' material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FL -15225.5.68 shag be determined by others for specific jobs in accordance With the governing code. 7. Site conditions that deviate from the details of drawing FLA 5225.5-68 require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: 1. Test Revolt No. Test Standard ETC -01-741-10702 0 ASTM E330-02 / TAS 202-94 ETC -01-741-11008.0 ASTM E330-02 / TAS 202-94 TEL 01460147 ASTM E330.02 / E1886-02 / E 1996-02 2. Drawino No. Prepared by No. FL -15225.5-68 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) Sheet 1 of 1 Testina Laboratory Sinned by ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab. Lyndon F. Schmidt, P.E. Sinned & Sealed by Lyndon F. Schmidt, P.E. Stoned it Sealed by Lyndon F. Schmidt, P E. t1a73r Lyndon F Schmidt, P.E. FL PE No. 43409 2/6/2015 R R W Building Consultants, Inc. W D Consulting and Engineering Services for the Building Industry D C P.O. Box 330 Valrico, FL 33595 Phonc 813.659.9197 Floods Board or Professional Engineers Cenificale of AulhorinDon No. 9813 Product Sub Category Manufacturer Product Name Category ASTM E330-02 / TAS 202-94 ETC Laboratories Mark D. Passero, P.E. ETC -01-741.10703.0 ASTM E330-02 / TAS 202-94 Thcrma Tru Corporation Smooth -Star" and "Benchmark by Therma-Tru" Exterior Swinging 118 Industrial Dr 8'0 Single IL Double Opaque or Glazed Panels wi 6 w/o Sldelites Doors Exterior Door Assemblies Edgerton, 01-143517 Inswing / Outswing 2. Drawing No. Prepared by Phone 419.298.1740 Insulated Fiberglass Door with Wood Frames Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID S 1998) for Thermo Tru Corporation, based on Rule Chapter No. 61G20-3, Method 1A of the State of Florida Product Approval, Dept. of Business b Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial Interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product anchoring has been developed in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the 'High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and design pressure ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following Installations instructions of ANSI AFdPA NDS 2012. All other fastener types to be installed following fastener manufacture's Installation Instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no instance shall they be less than shown in drawing FL -15225.5-80. 5. Where shims are used, they must be a "rigid / stiff" material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FL -15225.5-80 shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions that deviate from the details of drawing FL -15225.5-80 require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: 1. Test Report No. Test Standard Testina Laboralory Signed by ETC -01-741-10593.0 ASTM E330-02 / TAS 202-94 ETC Laboratories Mark D. Passero, P.E. ETC -01-741.10703.0 ASTM E330-02 / TAS 202-94 ETC Laboratories Wendell W. Haney, P.E. NCTL 210-1940-1,2,3,4 ASTM E330-02 / TAS 202-94 NCTL Barry Portnoy, P.E. TEL 01460147 ASTM E330-02 / E1886.02 / E1996-02 Testing Evaluation Lab. Lyndon F. Schmidt, P.E. 2. Drawing No. Prepared by Sinned & Sealed by No. FL -15225.5-80 RW Building Consultants, Inc. (CA 119813) Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Sinned 3 Sealed by Anchoring RW Building Consultants, Inc. (CA i/9813) l : ' •+. , Lyndon F. Schmidt, P.E. v r J ee s'•'r' ,' Lyndon F. Schmidt, P.E. FL PE No. 43409 Sheet 1 of 1 2/6/2015 R R W Building Consultants, Inc. W Consulting and Engineering Services for the Building Industry B P.O. Box 230 Vahico. FL 33595 Phone 613.659.9197 Florida Board of Proressional Engineers Ccnificale of Aulhorizalion No. 9813 Scope: Product Evaluation report issued by R W Building Consultants, Inc. b Lyndon F. Schmidt, P.E. (System ID 01998) for Thera Tru Corporation, based on Rule Chapter No. 61G20.3, Method 1A of the Slate of Florida Product Approval, Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial Interest in the company manufacturing or distributing the product or in any other entity involved In the approval process of the product named herein. Limitations: 1. This product anchoring has been developed In complience.wlth the 5th Edition (2014) Florlda Building Code'(FBC) structural requirements excluding tha `High Velocity Hurricane Zone'. See the Certification Agency Certlticate for sizes, speclflcatlons and design pressure ratings. 2. Product -anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall.dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following installations instructions of ANSI AFBPA NDS 2012. All other fastener types to be Installed following fastener manufacturer's installation instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no Instance shall they be less than shown in drawing FL-1522"OM. 5. Where shims are used, they must be a "rigid / stiff' material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FL -15225-68M shall be determined by others for specific jobs In accordance with the governing code. 7. Site conditions that deviate from the details of drawing FLA 5225-68M require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: 1. Test Report No. Test Standard TEL 01460145 ASTM E330-02 / E1886-02 / E1996-02 ETC 01-741-11006.0 ASTM E330-02 / TAS 201, 202, 203-94 2. Drawing No. Prepared by No. FL -15225-68M RW Building Consultants, Inc. (CA 09813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA 09813) Sheet 1 of 1 Testing Laboratory Sinned b Testing Evaluation Lab. Lyndon F. Schmidt. P.E. ETC Laboratories Joseph L. Dolden, P.E. Slanod & Sealed by Lyndon F. Schmidt, P.E. Stoned S Sealed by Lyndon F. Schmidt, P.E. r., i` 1;31 r,•i Iti 4 .)y 1 STAT): OF • k, 01 Lyndon F. Schmidt. P.E. FL PE No. 43409 2/6/2015 Florida Building Code Online r f 1 age 1 of 41 Business & Professional Regulation ppm pQyj(et acts Home Iwo to I user ReEistnaon f Hoc rooks I SubMt surtharye I sots s Fsas ; Ivbiksnom I Fac Solt I acts Site Map I w,ia I Serrc I Bus nes product ApprovalProessialUSER: PWIc User Regulation cLAjpnjmffl Menu > 2rotluic er AeetkaUen Saari > ADolkaUori list > Appl!0P. n all FL # FL5302-R6 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Amarr Garage Doors/Entrematic 165 Carriage Court Winston-Salem, NC 27105 336)251-1309 danny.joyner@amarr.com Brandon Gentle bra ndon.gentle®amorr.com Brandon Gentle 16S Carriage Court Winston-Salem, NC 27105 336) 251-1308 brandon.gentle®amarr.com Danny3oyner Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 djoyner®amarr.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer i . • Evaluation Report - Hardcopy Received Thomas L. Shelmerdine PE -0048579 Intertek Testing Services NA Inc. - ETL/Warnock Hersey 01/01/2016 Steven M. Urlch, PE L1 Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM E 330 2002 DASMA 108 2005 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?parwn=wGEVXQwtDqunL7seVZMF... 7/20/2015 T Florida Building Code Online Page 2 of 4 J I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity , Yes : No ; N/A FL5302 R6 COC FBG 5th Edition Affifnmatlon FL 5302-RS.odf- Product Approval Method Method 1 Option D Date Submitted 03/30/2015 Date Validated 03/30/2015 Date Pending FBC Approval Date Approved 03/31/2015 Summary "of Products FL Model, Number or Name Description 5302.1 Stratford (M600); Heritage (M950); Dwg. IRC-6009-110-11,Thru 9' wide. j Oak Summit (M650) Impact Resistant: No Limits of Use Installation Instructions Approved for use in HVHZ: No F 57N lf6 II IR -6009-110-11 Drawing 7-10.FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +19.1/-22.6 Evaluation Reports Other: Design Pressure +19.1/-22.6, Not for use in HVHZ. FL5307 R6 AE IRC -6009.110-11 ReDOrt 7-10 FL.Ddf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a replacement door. 5302.2 Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC -6009-100-11, Thru 9' wide. Limits of Use Installation Instructions. Approved for use in HVHZ: No F: 53n R6 Il IRC -6009-100.11 drawing 7-10 sealed.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +15.8/-18.7 Evaluation Reports Other: Design Pressure +15.8/-18.7,Not for use In HVHZ. FL5302 R6 AE IRC -6009-100-I1 report 7-10 sealed.Ddf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.3 Stratford (M600); Heritage (M950); Oak Summit (M650) 1 iUwg, IRC_6009-120 15,Tihru 9' wi de Limits of Use Installation Instructions Approved for use In HVHZ: No FL5302 R6 Ii 'IRC:6009-12045-Drawing 7-10 FL.Ddf Approved for use outside HVHZ: Yes Verified By: TON SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +22.8/-26.9 Evaluation Reports Other: Design Pressure +22.8/-26.9, Not for use In HVHZ. FL5302 R6 AE IRC=6009-120-15•Report, -:10 FL.gdf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door is a replacement door. 5302.4 Stratford (M600); Heritage (M950); Dwg. IRC -6009-130-15, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FLS302 R6 11 IRC -6009-130.15 Drawing 7-10 FL d Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +26.7/-31.6 Evaluation Reports Other: Design Pressure +26.7/-31.6, Not for use in HVHZ. FL5302 R6 AE IRC -6009 -130 -ib Regort•7-10•FL,odf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door is a replacement door. 5302.5 Stratford (M600); Heritage (M9S0); Dwg. IRC -6009-140-15, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R6 it IRC -6009-140.15 Drawing7-10 FL.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.0/-3S.1 Evaluation Reports https://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 V Florida Building Code Online Page 3 of 4 Other: Design Pressure +31.0/-35.1, Not for use In HVHZ. FL5302. R6 AE -IRG6009-140'-15 Report 7-10 FL.odf. Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a replacement door. 5302.6 Stratford (M600); Heritage (M950); Oak Summit (M650) 7LimitsDwg. IRC-6009-150-15,Thru 9' wide. of Use Installation Instructions Approved for use in HVHZ: No FL5302 R6 11 IRC -6009-150-15 Drawlna7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35.6/-42.1 Evaluation Reports Other: Design Pressure +35.6/-42.1, Not for use In HVHZ. AS302' R6 AE IRC-6009-150-15'Report 7-10 FL.pdj Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a FL5302 R6 AE IRC -6Q09-169-15 Report 7-10 FL.pdf replacement door. Created by Independent Third Party: Yes 5302.7 Stratford (M600); Heritage (M950); Dwg. IRC-6009-169-15,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FLS302 R6 11 IRC -6009-169.15 Drawina-7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: +45.3/-51.2 Evaluation Reports Other: Design Pressure +45.3/-51.2, Not for use in HVHZ. FL5302 R6 AE IRC -6Q09-169-15 Report 7-10 FL.pdf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.8 Stratford (M600); Heritage (M950); Dwg. IRC -6016-100-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R6 11 IRC -6016-100-1S Drawina 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +15.2/-17.2 Evaluation Reports Other: Design Pressure +15.2/-17.2, Not for use in HVHZ. FL5302 R6 AE IRC-6016-100-15'Report 7-10 FL.Ddf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door Is a replacement door. 5302.9 Stratford (M600); Heritage (M950); Dwg. IRC -6016-110-15, 10' Thru 16' wide. Oak Summit (M650) Limits of use Installation Instructions Approved for use in HVHZ: No FL5302 R6 11 IRC-6016-110-15.Orawino 7-10 FL.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.3/-20.8 Evaluation Reports Other: Design Pressure +18.3/-20.8, Not for use In HVHZ. FL5302 R6 AE IRC-6016-116-iS Report 740 FL.odf Glazing option shall not be used In wind-borne debris region Created by independent Third Party: Yes unless structure Is designed as partially enclosed or door is a replacement door. 5302.10 Stratford (M600); Heritage (M950); Dwg. IRC -6016-120-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No X302 R6 11 IRC -60i6.120-15 Drawina 7-10 FL.odP Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.8/-24.8 Evaluation Reports Other: Design Pressure +21.8/-24.8, Not for use In HVHZ. FL5302 R6 -AE IRC -6016-120-1S Report7-10 Fl_odf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door is a replacement door. 15302.11 I Stratford (M600); Heritage (M950); I Dwg. IRC -6016-130-15, 10' Thru 16' wide. IOakSummit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.6/-29.1 Other: Design Pressure +25.6/-29.1, Not for use In HVHZ. Glazing option shall not be used in wind-borne debris region unless structure Is designed as partially enclosed or door Is a replacement door. Installation Instructions FL5302 R6 11 IRC -6016-130-15 Dtawlri 7-10 FL.odt Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports, . Created by Independent Third Party: Yes 5302.12 Stratford (M600); Heritage (M950); Dwg. IRC -6016-140-17, 10' Thru 16' wide. Oak Summit (M650) https://www.floridabui lding. org/pr/pr_app_dtl .aspx?param=wGE V XQwtDqunL7seV ZMF... 7/20/2015 Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.1/-33.8 Other: Design Pressure +30.1/-33.8, Not for use In HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Page Installation Instructions Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes EvaluationReports FL5302 R6 AE IRC -6016=i40-17 report 7.10 sealeddi f Created by Independent Third Party: Yes of 4 15302.13 I Stratford (M600); Heritage (M950); I Dwg. IRC -6016-140-24, 10' Thru 16' wide IOakSummit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +29.7/-33.8 Other: Design Pressure +29.7/-33.8, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region unless structure Is designed as partially enclosed or door Is a replacement door. Installation Instructions FLS302 R6'11, IRC-6016-140-24.4rawlrig 7-10'sealed.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 15302.14 I Stratford (M600); Heritage (M950); I Dwg. IRC -6016-145-24, 10' Thru 16' wide. IOakSummit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +31.9/-37.2 Other: Design Pressure +31.9/-37.2, Not for use in HVHZ. Glazing option shall not be used In wind-borne debris region unless structure Is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R6 ti IRC -6016.145-24 drawing 7-10 sealed.f Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R6 AE IRC -6016-145-24 resort 7-10 waled,& Created by Independent Third Party: Yes 15302.15 I Stratford (M600); Heritage (M950); I Dwg. IRC -6018-110-15, 16'2 thru 18' wide. IOakSummit (M650) Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.2/-20.6 Other: Design pressure +18.2/-20.6, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a reDlacement door. Installation Instructions FL5302 R6 11 IRC -6018-110-15 Drawing 7-10 FL.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R6 AE IRC -6018-110-15 Report 7-10 FL,ndf Created by Independent Third Party: Yes 15302.16 I Stratford (M600); Heritage (M950); I Dwg. IRC -6018-120-15, 16'2 thru 18' wide IOakSummit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +21.6/-24.5 Other: Design pressure +21.6/-24.5, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region unless structure Is designed as partially enclosed or door Is a replacement door. Installation Instructions FL5302 R6 •11 IRC -6018-120-15 Drawina 7-10 F1.gd/ Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Back Nowt Contact Us :: 1910 Nerth Menrea Street.7a0ihessee FL 32199 Phone: 850.487-1824. The State of Florida Is an AA/EEO employer. Canydohi 2007-20i3 State of Florlda.:: Privacy Statement :: :: Refund statement Under Florida taw, email addresses are public records. If you do not went your e-mail address released In response to a putik-retordi request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please Contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The !malls provided may be used for official communication with the licensee. however email addresses are public record. If you do not wish to supply a personal address. Please provide the Department with an email address which an be made available til the public. To determine If you are a licensee under Chapter 455, F.S., please dick hgM, Product Approval Accepts- scCuritvAl ICI n IlY' https://www.floridabuilding.org/pr/pr app dti.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 I' Z" STM ATTADO WI OJ 1/r . S/.• IA ok GtV• REs>aniAi• 101 HEAD SCREWS AT ATT VAX Lfr' EACH Elm mt L1. 101 HEAD SOIVs , ' PCR RACIRT RMA@ CARRm DDLT S MR/qVSPACKS Is tYti W STT m14" OIRASA1s r CENTER ImR ATTACHED V/ t.> V.• • L.• L IA01 Alm Att010 IIAfAW tSSI0110105 P: mD • -Ix+ 1ASn+ a. 101 HEAD SCAM mombii Ai$ ow SSTTAo1[ a Eon t K%m lmd:1C 11DSEo AAAA, r a" STNIITs ATTACHED V/ a) V.• . SI.• n ti HER AD Sm VS AiHEfallQSTD, O •VM • LI 10t ILAD fCfM V4. 7ia•.' 71 C SNA WAD r 0LI m IV" vML Vr . T/e' fDli Alm 1Slit mtc uTwT ,, t IM v tYti W STT m RtAOQT r N 111 SECTIDImOm I. Cava am VDQI L IA01 Alm Att010 IIAfAW tSSI0110105 P: mD • -Ix+ 1ASn+ v L G RtlOO1T1Al. mombii Ai$ ow SSTTAo1[ a Eon t K%m lmd:1C 11DSEo AAAA, 1( 11TTAOiD VI AMM .rArw OaOAi OMA t OCmO n A ono SKI O •VM • LI 10t ILAD fCfM V4. 7i1111:5430 OliDm AO( A . mG/ 1KE B WAD r 0LI m IV" vML Vr . T/e' fDli Alm 1Slit 1' I TDIIT 1 Tr DALL Sim V S & 7 VAS• STEN . Alck ( IiRib r 4 Imm" PACKET SS 64 nmx ATTACHED VAW V.• x v.• 1Q HEAD SCREWS AT TNS AOCATKW D mIN (911/1 b1A -S/a' A11m n C TS CA CASv. sm Aug ImQ D - AnAtInIS!SR 1,4T 16 1M 1 I ' i Oft (O W&M m TE f cy= NT.I. CTAN69 D/ a PAGE D PTR ACRID YbVKKT SPACM RtAOQT TRACK ECAFICA UTION EON s•D• UG TO w TALL o0di5 sar$ I. Cava am VDQI L IA01 Alm Att010 IIAfAW tSSI0110105 P: mD • -Ix+ 1ASn+ v Sw mombii Ai$ ow SSTTAo1[ a Eon t K%m lmd:1C 11DSEo AAAA, YAR 4D: • '-+rC; :-SG:.PM. ft fmoorw1AeDESIGNLOW.. • . ttAL AOM m +22.8 PS Ki S Q em'au° TEST LOAN $ CF P .. 40.4 pmg g < t.;• i, SJCiiR E FL m ..A Polls yggTonm ry 1AOiMvatMisOg1RAgne®m M +OM1]fAl M11 0. 1 l MYD 0 AfDD10 Ap I011pi 01 Tla Ipb I. Cava am VDQI L IA01 Alm Att010 IIAfAW tSSI0110105 P: mD • -Ix+ 1ASn+ MODEL ON OAK WMI S• OM AM KNISQUE Sll ST OODM fuM/ACES 00 +CIADm WM SIAft"S At i P" F DARN mombii Ai$ ow a mN t SS " m &mj MUD mo um mookOamm m m s S. S1Atsu.ly fib WOi>f ROaOAiOMAtOCmO n A ono SKI 4aPOeA+m Cm m ca—, W MommWomM AO( A . mG/ 1KE BB Panel's LOU LAZJNG OPTION QROsR, sSS SECTION A"i4"N"`E," w wreona ec. TNN IDOM MAIM OPTIONAL o15mao.o. III W PROIELT01 FM UV PROTECOON 4"3/3t TNNx ssa suss' YOLDED 09W SECTION 8-8 S14RT PANEL GLAZM F47OER DETAIL LONG MEL GLAMIG fASTDER OETAIL K KT S. e • r zml 1711Yf LOCATED A7 T1[ TOPM.- M GLAM S471W A1TA00.V/® yr t yr 1[t HEAD SW4.At 00 MO CORER tnLCl , - IIPTIWAL SWRT PANEL 0.KED SECT70N STRUT AND STILE LAYOUT e; e i LA : DINT ORATED AT 0E CbdASDt[L LO IDArTAT D TOror V+! X 3/r NEt NEAR SOIlD1t A7DoW!1 WOCDff WAD UA -L PANEL 0.A2ED SCCTIEN STRUT AND STILE LAMB WOOD JAMB. ATTACHMENT TO STRUCTURE n 1/r ElocaNENIt -. 21• EIL Cl Vr CNXVC IA Eleni TION N• m O 1/4• DME20M r2OP OW THCM 2/• OG (2 VY DOMMM fa - E PA47S Q rASTEIM I'm MS. USE PAIRS S rA amts (3• APART) AT 24- = O 1/4' EMMUNTT 10LT1. AIN001 W91.9-1-3/41 SIARTIM, rM DW nILU tM,-O 1/+• ENIEIDEM) IOL LOSE rATTCNMS MR HOLLOV C -t0 ROOD LAGS AND QTS CAN DE CMOITERSLM TO PROVIDE A MUSH PMWDIG SIRSACILLAGS Or V® JAM By OTIEQS IOlOV• STRIICT1pE STPIICIWE fiRIt71RE SIRUC IIAK IWN 2- PU 1-1/2'101 T2` Xfi . APP P. 0 00 AVAILABLE TRACX COPWOJ ATIONS H.T.S. W YAXCa le sal E ,j. a No O" LOADS 232 PS 269 PS J 7 ST 1OA0.4 a N 362 PS - 44X4 PSIF FI SDOrT. LNNm.•PIatL, t',QNit STLmID1t Panel's RAi eleA i. TABLE 1 TABLE 2 an TABLE 3 TABLE 4 , • - a, 1619 - - e rot ru[ 2 m/u Co. TS9ID gfal0 0 t, Rgp s+title, i Qs MAX $KZE! of v, 14' r;y J.Z<' N0 0, 422.8 PSF 269 PSF h= ,S' araa oe0s % u • RR 444 PW J 5 ,s t:..•••.; ,. 11{{ 3 FL+ i i+ S i ry creta mn.ae.s.o..c ars x0aarr, f", OA!; sonat'./rur&We YOD88_ow BSB wow *%ewiW4 11011 om Gi'/.p ffiaa4. •[.• fltigh &Oast taimeoiE P nd'9 u nua+ •n o t uoro ./-r u+a"m m s» a pr "a a ecrro ani 93 ma n cu a[ W" mos o IS ar n ut a¢ slut,, IRC -6009-120-15 9mJv STRUT SPACING (BASED ON RECOMMENDED SECTION DOOR CONFIGURATION) 'IDP HEIGHT A 8 C D E F G H T 6' 6° ire - 18114" 361/4' 541/4• 761/Y T 4 1/2"- 18 1/4" 39 1/4' 80 1/4' 82177 77- 41 75-174-1 W-1 /4' S1 1/4° 1/4' " ,88 1/2• 4 1/2' 18 1/4. 36 1/4' 54 114" 72 1/4' 94 1/2' 8 6' - 41/2' ' 161/4" 39114" 601/4-,781/4- ' 1001/2" 4-1/2' 151/4',331/4* 611/4'1691/4' 871/4' 1061/2" 9' 6" _ 4 1/2' ' 181/4-136 114' 541/4' 72 1/4" 901/4' -- ' --- 1121/r 1d 4 1/2' .181/4" 391!4. 601/4' 781/4" 961/4' ]181/2' 1d8' 41/2' • 181/4" 391/4• sa 1/4' 81 1/4" 102 114" - 1241/Y 11' _ _41/2" _ 181/4' 361/4' 541/4' 721!4" 901/4" 1081/4' 1301/Y. 11'8" 4 112' 18114* 39 1/4' 60 114" 781/4" 96-1/4" 11141/4* 136.1/2' 12 41/? 181/4" 391/4" 60114' 81 1/4" ,102114' 1201!4" ' 142 1/2' 12'8' 4-1 - 18 1/4' 36 114' 54 114' 72 1/4• '90 1/4' 108 1/4' 126 114. 148 1!2' 13' 4 112" 1 1/4. 39.1 4 60 IW 781/4* .961/4" 114 1/4' 132 1/4' 154 1/Y 41/Y 181/4' r 5- 21-121-121- 39 60114" 81' 114' 102114" 120114' 73-81-/4 160112 1.4' 4 1/ 18 1/4-139 1l4. 60 1/4. 81 1/4. 102 1/4. 123 1/4' 144 114" 166 1/2' DOOR TRACK ATTACHMENT- SPLICE HEIGHT A, B C, D E' F G S 6'6' 10' 38' 58" 70' T 10' 38' 58• 76' T 6" 4' 28' SY 76' 8Y 10" 34• 58' er 88' 6' 4• 28' 5r 76' 94' 9'• 10' 134- 82' _ 100" 9' 6' 4' 76' 100' 106• IV .101, '- 8r 106' _ 111r," + X21 PW fo 1d s• • a• 76• 100" ' 118• 11'_ -. 10' ". 82' 106' 124" 11-6- 4' 76' 100' 124" 130' 12' 10' 82` 106' 130' 136' 12'6" . 4 76. 100, 124" _ 14Y ., 13' ; 10' 82' 106' 130' 148' 13' 6• 4' 76' tOp' 124" 148" _ 154' 14' 10" 82" 106' 130` 154• 160' DOOR SECTION HEIGHTS HEIGHT Bun #2 'f/3 #4 t!5 !!6. -tE7 ar8: 14' 0' 21' 21' 21' 21" 21' 21' 21' 21' 13'6* 21" 21' 21' 21" 21' 18' 18" 21' 13' 0' 21' 21' 21• ,8" 18" ,18'. 18' 21' 12'6•' 21" 18• -t8' 18° -18' 18' 18° '2t- 12' 0• 2,' 2t• 2,• 21" 21' 18' 21 ...) 11'8' 21• 21' 21'• 18' 18' 18' 21• 11' 0" 21" 18• ,8' 18" 18' 18'• 21' j 10' 6' 21" 21' 21" 21' 2t' 21" 1d 0' 21' 21' 21'' 18' "18' 21' 9'6" 21• 18' 18' 18' 18' 21'• 9'0' 18• 18' 18' 18' 18' 18' ^ 8'6' 21• 21" 21' 18'. 21• •! 8' 0• '21" 18' 18' 18' 21' _ -•-! Jt 18' 18' 18_. 18' '-.. 18-1-18-121- 1 8' ' 18' 21 • ' _ i•`" . s Section Carrier mile Location Max ' " Panel Type (Measured Goan Left AIIoNed wdu,' Ems) Posrii e Negilite 0 Shat, Oak Sununu 48.000 25.5 30.1 0 Long 48.000 25.5 30.1_ , 2 Shoat, Oak Srnrvnit 49.1)00 25,0 29.5 77- 27 Lorg 49.000 25.0 .- 29.5 . 4 Shat. Oak Srmunit 50.000 24.5 28.9 4 Long 50.000 24.5 28.9 6 •Short, Oak Sunmil 51.000 24.0 28.3 6 Lag 51.000 24.0 28.3 8 Short, Oak Summit . 52000 _ 23.B 8 Long St.000 23.6 27.8 10 Shat, Oak Summit _ 53.000 -- -- 23.1 27.3 " 10 Lag 53.000 23.T 27.3 9',0 Shat, Oak Summit 54.000 228 26.9 9"0 Lang 54:000 228 1d s• • a• 76• 100" ' 118• 11'_ -. 10' ". 82' 106' 124" 11-6- 4' 76' 100' 124" 130' 12' 10' 82` 106' 130' 136' 12'6" . 4 76. 100, 124" _ 14Y ., 13' ; 10' 82' 106' 130' 148' 13' 6• 4' 76' tOp' 124" 148" _ 154' 14' 10" 82" 106' 130` 154• 160' DOOR SECTION HEIGHTS HEIGHT Bun #2 'f/3 #4 t!5 !!6. -tE7 ar8: 14' 0' 21' 21' 21' 21" 21' 21' 21' 21' 13'6* 21" 21' 21' 21" 21' 18' 18" 21' 13' 0' 21' 21' 21• ,8" 18" ,18'. 18' 21' 12'6•' 21" 18• -t8' 18° -18' 18' 18° '2t- 12' 0• 2,' 2t• 2,• 21" 21' 18' 21 ...) 11'8' 21• 21' 21'• 18' 18' 18' 21• 11' 0" 21" 18• ,8' 18" 18' 18'• 21' j 10' 6' 21" 21' 21" 21' 2t' 21" 1d 0' 21' 21' 21'' 18' "18' 21' 9'6" 21• 18' 18' 18' 18' 21'• 9'0' 18• 18' 18' 18' 18' 18' ^ 8'6' 21• 21" 21' 18'. 21• •! 8' 0• '21" 18' 18' 18' 21' _ -•-! Jt 18' 18' 18_. 18' '-.. 18-1-18-121- 1 8' ' 18' 21 • ' _ i•`" . s Section Carrier mile Location Max ' " Panel Type (Measured Goan Left AIIoNed wdu,' Ems) Posrii e Negilite 0 Shat, Oak Sununu 48.000 25.5 30.1 0 Long 48.000 25.5 30.1_ , 2 Shoat, Oak Srnrvnit 49.1)00 25,0 29.5 77- 27 Lorg 49.000 25.0 .- 29.5 . 4 Shat. Oak Srmunit 50.000 24.5 28.9 4 Long 50.000 24.5 28.9 6 •Short, Oak Sunmil 51.000 24.0 28.3 6 Lag 51.000 24.0 28.3 8 Short, Oak Summit . 52000 _ 23.B 8 Long St.000 23.6 27.8 10 Shat, Oak Summit _ 53.000 -- -- 23.1 27.3 " 10 Lag 53.000 23.T 27.3 9',0 Shat, Oak Summit 54.000 228 26.9 9"0 Lang 54:000 228 DOOR SECTION HEIGHTS HEIGHT Bun #2 'f/3 #4 t!5 !!6. -tE7 ar8: 14' 0' 21' 21' 21' 21" 21' 21' 21' 21' 13'6* 21" 21' 21' 21" 21' 18' 18" 21' 13' 0' 21' 21' 21• ,8" 18" ,18'. 18' 21' 12'6•' 21" 18• -t8' 18° -18' 18' 18° '2t- 12' 0• 2,' 2t• 2,• 21" 21' 18' 21 ...) 11'8' 21• 21' 21'• 18' 18' 18' 21• 11' 0" 21" 18• ,8' 18" 18' 18'• 21' j 10' 6' 21" 21' 21" 21' 2t' 21" 1d 0' 21' 21' 21'' 18' "18' 21' 9'6" 21• 18' 18' 18' 18' 21'• 9'0' 18• 18' 18' 18' 18' 18' ^ 8'6' 21• 21" 21' 18'. 21• •! 8' 0• '21" 18' 18' 18' 21' _ -•-! Jt 18' 18' 18_. 18' '-.. 18-1-18-121- 1 8' ' 18' 21 • ' _ i•`" . s Section Carrier mile Location Max ' " Panel Type (Measured Goan Left AIIoNed wdu,' Ems) Posrii e Negilite 0 Shat, Oak Sununu 48.000 25.5 30.1 0 Long 48.000 25.5 30.1_ , 2 Shoat, Oak Srnrvnit 49.1)00 25,0 29.5 77- 27 Lorg 49.000 25.0 .- 29.5 . 4 Shat. Oak Srmunit 50.000 24.5 28.9 4 Long 50.000 24.5 28.9 6 •Short, Oak Sunmil 51.000 24.0 28.3 6 Lag 51.000 24.0 28.3 8 Short, Oak Summit . 52000 _ 23.B 8 Long St.000 23.6 27.8 10 Shat, Oak Summit _ 53.000 -- -- 23.1 27.3 " 10 Lag 53.000 23.T 27.3 9',0 Shat, Oak Summit 54.000 228 26.9 9"0 Lang 54:000 228 Section Carrier mile Location Max ' " Panel Type (Measured Goan Left AIIoNed wdu,' Ems) Posrii e Negilite 0 Shat, Oak Sununu 48.000 25.5 30.1 0 Long 48.000 25.5 30.1_ , 2 Shoat, Oak Srnrvnit 49.1)00 25,0 29.5 77- 27 Lorg 49.000 25.0 .- 29.5 . 4 Shat. Oak Srmunit 50.000 24.5 28.9 4 Long 50.000 24.5 28.9 6 •Short, Oak Sunmil 51.000 24.0 28.3 6 Lag 51.000 24.0 28.3 8 Short, Oak Summit . 52000 _ 23.B 8 Long St.000 23.6 27.8 10 Shat, Oak Summit _ 53.000 -- -- 23.1 27.3 " 10 Lag 53.000 23.T 27.3 9',0 Shat, Oak Summit 54.000 228 26.9 9"0 Lang 54:000 228 STRUCTURAL SOLUTIONS, P.A. tructuraI Eng Ineer Ing • Inv eat Igat Ions a ConauItIng GARAGE DOOR STATIC PRESSURE TEST REPORT Garage Door No.: IRC -6009-120-15 Test Date: 2/8/2013 1 Project No.: 13-019 Design Pressures: 22.8 psf, -26.9 psf Report Date: 2/22/2013 Model #1600 Test Pressures: 34.2 psf, -40A psf Test Location: I Amarr Garage Doors, Winston-Salem, NC ASCE 7-10 Criteria: Up to 5 Feet of Door Width in Zone 5; An ,Roof Slope; Enclosed Building Exp. B 30' MRH Exp. C, 15' MRH Exp. C 25' MRH E:. D 15' MRH Exp. D 25' MRH . 155 mph 141 mph 134 mph 128 mph 122 mph Witnessed By: Brandon Gentle - Amarr Garage Doors; Thomas L. Shelmerdine, PE - Structural Solutions, P.A. Descisintldik of Test Stiecimeni A 9'-0" wide x T-0" high residential steel sectional garage door, one section wide by four sections high, each section being 2" thick by 21" high 25 gauge galvanized steel sheet. Each section was reinforced with 20 gauge galvanized steel struts: the top section had one 2"strut; the intermediate sections each had one 3" strut; the bottom section had one 2" and one 3"strut. The door sections were connected together with one 14 gauge galvanized steel end hinge at each end stile and one 14 gauge galvanized steel center hinge at one interior stile as shown on the drawing. Garage door Model 600 manufactured by Amarr Garage Doors was used in the test. The test unit is further described on Drawing IRC -6009-120-15. Manner. of•Testinu: s This test was conducted at Amarr Garage Doors in Winston-Salem, NC, which is accredited by the American Association for Laboratory Accreditation, Certificate #2595.01. The specimen was tested for static pressure structural performance in substantial conformance with the procedures described in DASMA 108 "Standard Method for Testing Sectional Garage Doors - Determination of Structural Performance Under Uniform Static Air Pressure Difference", and ASTM E330 "Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference". Both positive and negative pressures were tested. The specimen was installed in an enclosure measuring approximately 5' deep, 9' high, and 25' long. The enclosure was framed with shop welded structural steel square tubing and covered with 3/4" thick plywood. The door was covered with 2 mil plastic sheeting to prevent leakage of air pressure. One pressure blower was attached to the enclosure with flexible ducting to provide the positive and negative pressures. Pressure transducers connected to a computer were used to measure and record the pressures in the enclosure. Test Procedure: The specimen was subjected to the above pressures for the following durations. Positive pressure was applied on the exterior face of the door fust, and then negative pressure was applied. Step 1: Preload the door to 50% of the Design Pressure and hold for 10 seconds. Step 2: Unload the door for 1 to 5 minutes. Step 3: Load the door to 100% of the Design Pressure and hold for 60 seconds. Step 4: Unload the door for I to 5 minutes. Step 5: Load the door to 150% of the Design Pressure (which equals 100% of the Test Pressure) and hold for 10 seconds. Step 6: Repeat 1 through 5 above for negative pressure. Observations: No failures occurred as a result of the noted loadings. The door remained operable after both positive and negative tests. umma A 9'-0"x7'-0" Model 600 as described on drawing IRC -6009-120-15 meets or exceeds the testing criteria as described above. By comparison to the construction of the 9'-0"x7'-0" Model 600, the following doors also meet or exceed the above testing criteria, when constructed in accordance with drawing IRC -6009-120-15: 9'x T Mode1950 doors (which are constructed of thicker 24 gauge steel in lieu of 25 gauge steel) 9'x T Model 650 doors (which have the "Oak Summit" embossment pattern) 8' to 9' wide Model 600, 650 and 950 doors with heights of 6'-6" through 14'-0" Short, Long, Flush, and Oak Summit Panels, which are alternate embossment patterns in the skin 4 short panel or 2 long panel windows may be installed in 1 section 3/32" annealed glass - meets ASTM E1300-04) Submitted By: STRUCTURAL SOLUTIONS, P.A. (Florida: dba Structural Solutions of North Carolina, Inc., Finn #29412) Thomas L. Shelmerdine, PE (NC PE 414654; Florida PE #0048579) 5921-G West Friendly Avenue ! Greensboro, North Carolina 27410 • (336) 856-2686 • Fax (336) 856-2687 k NC Firm #C-1096 NOTES. 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2 WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCIIITECT OR ENGINEER OF RECORD. 3. IX RUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4 WHERE SHIM OR RUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCOROANCF WITH MANUFACTURER'S PUBI.ISHEO INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7 BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAI FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GRCAICR OCCURS. MAXIMUM ALLOWABLE SHIM SIACK TO HE 1/4- 9 SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. II. FRAME. MATERIAL: EXTRUOF.O RIGID PVC 12. UNITS MUST BE GLAZED PER ASTM E1300-04. 13 APPROVED IMPACT PROTECTIVE SYSTEM 1S REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 14 FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X DUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS TABLE OF CONTENTS SHEET NO. DESCRIPTION NOTES ELEVATIONS INSTALLATION DETAILS REWAOUS 1 REV I OESCRIVTIon I DATE I APPROVED 1 15. ALL FASTENERS TO BE CORROSION RESISTANT. 16. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTAUATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW - A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0 42 17. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. 18 THIS PRODUCT ALSO LABELED UNDER THE FOLLOWING NAMES: 350OPW, 3500T, 3500SOUTES, 3500SP, 354OPX, 3540T, 3540SOLITES, 3540SP, 3250PZ, 3250T, 3250SDUTES. 3250SP, 3240PW. 3240T, 3240SDILITES, 3240SP, 3500HPPW, 3500HPT, 3500HPSOLITES. 3500HPSP, 358OWP, 3580T, 358OSDLITES. 358OSP. S-3500PW. S -3500T, S-350OSDILITES. S-350OSP, S-3540PW. S -3540T, S-354OSDLITES. S-3540SP, M-350OPW, W-350OPW, W -3500T, W-3540PW. W -3540T, W-3540SOILITES. W-3540SP, 1255PW, 1255SP, 1280PW, 910SP, 1255HPPW, 1255HPT, 1255HPSOLITES AND 1255HPSN. Tq.RM -Ftx tb Q V5 -s F, SIGNED: 02/17/2016 MI WINDOWS AND DOORS 51R I I a,, 6GRATZ,50 SPA 17030 03707k\ OENs9d;y 0 V'07 SERIES 3500 FIXED WINDOW 96" X 60" NON -IMPACT NOTES p ; STAT FS 10MCI"' C` mww; 0,14 Nm REV N.G. 08-028595 ONA' l a\ arcNTS 02/04/16 I OF 3 2' 1 FI HI SERIES 3500 FIXED WINDOW 2" Max J EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 50.01-60.OPSF NONE NOTES: 1 MAXIMUM DLO.: 92" X 56" 2. (2) 1" X 1/8" WEEPSLOT AT 2" FROM EDGE OF SILL FACE CHART#1 Frame Height CHART #1 NUMBER ANCHORS REVNSOMS I REV I oc=tpnm 1 Mf[ 1 •PPMWM L T t p,' .D Gly MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 FIXED WINDOW 96" X 60" NON—IMPACT ELEVATION N.G. 1 08-02859 Sc^x NTS I °"E 02/04/16 1 swu 2 OF 3 SIGNED: 02/1712016 0%11111111/11I1 OENSF'4, 0 6 ••*= pME OF ; A 0RI'D Sjs4ONA j10 G\ At 96" MAX. FRAME WIDTH MAX 1U".MAX OC. --{ 2' MAX 2" MAX JJ 10"MAX O.C. AX AME T II;HT SEI FOI OFOF SERIES 3500 FIXED WINDOW 2" Max J EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 50.01-60.OPSF NONE NOTES: 1 MAXIMUM DLO.: 92" X 56" 2. (2) 1" X 1/8" WEEPSLOT AT 2" FROM EDGE OF SILL FACE CHART#1 Frame Height CHART #1 NUMBER ANCHORS REVNSOMS I REV I oc=tpnm 1 Mf[ 1 •PPMWM L T t p,' .D Gly MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 FIXED WINDOW 96" X 60" NON—IMPACT ELEVATION N.G. 1 08-02859 Sc^x NTS I °"E 02/04/16 1 swu 2 OF 3 SIGNED: 02/1712016 0%11111111/11I1 OENSF'4, 0 6 ••*= pME OF ; A 0RI'D Sjs4ONA j10 G\ At APPROVED SEAT ANT BEHIND FIN p6 WOOD SCREW 3/8" MIN EDGE DISTANCE EXTERIOR 3/8" MIN EDGE DISTANCE 16 WOOD SCREW APPROVED SEALANT ULHINU FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION INTERIOR WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE 1/4" MAX SHIM SrACE WOOD FRAMING BY OTHERS 16 WOOD SCREW 1 I/4" MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 3/8" MIN EDGE DISTANCE 1/4" MAX SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NE%I%OMS OESCRIPOON M¢ I 'MOVED NOTES, I INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. w000 2. PERIMETER ANO JOINT SEALANT BY OTHERS TO BE FRAMING DES/GNEO IN ACCORDANCE WITH AS1f E2112 ^ , V r L m rV' DY OTHERS SIGNED: 02117/2016 MI WINDOWS AND DOORS 0%111111///,/ 650 MARKET 17 30 0370T J`S\C'EN`4 94PF• SERIES 3500 FIXED WINDOW J cO,sL` 2f61r*= 96" X 60" NON—IMPACT FIN INSTALLATION DETAILS y 7 $ I E0TAT OF O"w": orc NO,aEv N.G.08- 59 c.4ORIOP G,4 JW-ENTS arE 02/04/16 1 SHEV 3 OF 3 Florida Building Code Online Page 1 of 3 ProfessionalRegulation Ellie= r Pajda DenaN.,,entd BCIS Home I Log In I user Registration not Topics submit surcharge I stats 6 Facts Publications FBC stall acts site Map ( Links Search Busines product Approval10ProfessinalUSER: public User Regulation Product Anomval Menu > Product or Aeolkatlon Sea= > A—llcatien Ust > Application Detail FL 11 FL18504 Application Type New Code Version 2014 Application Status Approved Comments Archived O Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer G Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE G Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL18504 RO COI FL CO1.Ddf 1710.5.3 Method 2 Option B https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2fCOhpJQ... 5/10/2016 Florida Building Code Online Date Submitted 09/01/2015 Date Validated 09/01/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Summary of Products Page 2 of 3 FL # Model, Number or Name Description 18504.1 M-1926 Horizontal Mullion M-1926 Horizontal Mullion Single, Twin or Triple with Installation Instructions Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS504 RO II M-1926 Horizontal 08-01455A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 156-3/8", Impact Resistant up to FL18504 RO AE 512079A.Ddf Wind Zone 3 1 Created by Independent Third Party: Yes 18504.2 M-1926 Vertical Mullion M-1926 Vertical Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No FL18504 RO 11 M-1926 Vertical 08-01445A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. Maximum Span - 84", Impact resistant up to Wind FLISS04 RO AE 512069A.Ddf Zone 3. Created by Independent Third Party: Yes 18504.3 M-2285 Horizontal Mullion M-2285 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 RO II M-2285 Horizontal 08-01834A.odf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum span - 120', Impact resistant up to Wind FLISSO4 RO AE 512521A.Ddf Zone 3. 1 Created by Independent Third Party: Yes 18504.4 M-2285 Vertical Mullion M-2285 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 RO II M-2285 Vertical 08-01833A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FL18504 RO AE 512520A.odf Zone 3. Created by Independent Third Party: Yes 18504.5 M-2302 Horizontal Mullion M-2302 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use In HVHZ: No FL18504 RO 11 M-2302 Horizontal 08-01456A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 156-3/8", Impact Resistant up to FLIBSO4 RO AE 512080A.odf Wind Zone 3. Created by Independent Third Party: Yes 18504.6 M-2302 Vertical Mullion M-2302 Vertical Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No FLISSO4 RO II M-2302 Vertical 08-01447A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FL18504 RO AE 512071A.odf Zone 3. 1 Created by Independent Third Party: Yes Bach Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32799 Phone, 850,487.1824 The State of Florida Is an WEED employer. Copyright 2007.2013 State of Florida... Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an !mall address If they have one. The !maps provided may be used for official communication with the licensee. Nowever email addresses are public record. If you do not wish to https:Hfloridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgs9%2f%2fCOhpJQ... 5/10/2016 Florida Building Code Online Page 3 of 3 supply a personal address, please provide the Department with an email address which can be made available to the public To determine 11 you are a licensee under Chapter 455, F.S., please click here . Product Approval Accept: M Credit,rArr E https://floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQ... 5/10/2016 NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WINO ZONE 3 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS. INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REOUIREO DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RAT114G FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EOUAL OR GREATER THAN REOUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH = W1 + W2 2 RNSIONS REV I OCSCRIPnON DATE I APPROVED IAREVISEDINSTALLATIONDETAILS08/07/15 R.E. ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH 2 1/2 MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4. 3) ALL FASTENERS TO BE CORROSION RESISTANT. 4) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE I (OR GREATER) 5) TO ATTACH MULLION TO CLIP USE (4) #10 x 1 114" SELF DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED HOLES FOR SCREWS ARE NOT PRE -DRILLED BY MANUFACTURER. TABLE OF CONTENTS ISHEETNOIDESCRIPTION NOTES CONFIGURATIONS AND DP CHART INSTALLATION DETAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-2302 - VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES V.L. 1 08-01447 SCALE NTS 0- 01/11/12 1SN-1 OF 3 SIGNED: 08/07/2015 0, E AN0y8 26jR STATE OF T,ORLO; •• 1/10011 Edo I 107 3/8 - COMBINED WIDTH W1-ir-w2 83' 1 FRAME HEIGHT WINDOW IDOW MULLION SPAN) ! / FI HI MI S Do -won p- rating (pd) Units anchored Into wood haming 107 3/8" COMBINED WIDTH Tributary width fin) 1&1312&50 311.00 4L00 4&00 SZ13 2x00 W1 37.36 W1 WINDOW1 120.7 94.3 77.9 73.8 72.1 72.0 IJ- 6&63 63" LW K1NDOK LLIOPAN) FRAME W1 --I F-- W2 HEIGHT 107 3/8 WINDOW MULLION SPA Do -won p- rating (pd) Units anchored Into wood haming COMBINED WIDTH Tributary width fin) 1&1312&50 311.00 4L00 4&00 SZ13 2x00 w21r 37.36 W1 WINDOW1 120.7 94.3 77.9 73.8 72.1 72.0 IJ- 6&63 AME IGHT WINVOK K1NDOK LLIOPAN) 62.1 450 33.1 29.1 26.3 24.9 W1 --I F-- W2 107 3/8 Do -won p- rating (pd) Units anchored Into wood haming Mullion wan (in) Tributary width fin) 1&1312&50 311.00 4L00 4&00 SZ13 2x00 130.0 130.0 130.0 130.0 130.0 130.0 37.36 130.0 130.0 127.2 127.0 127.0 127.0 49.63 120.7 94.3 77.9 73.8 72.1 72.0 GL00 92.4 70.6 56.0 51.5 46.6 47.4 6&63 86.5 65.8 51.7 47.3 44.4 4J.0 7L00 77.8 56.7 45.8 41.4 W. 37.0 81.00 62.1 450 33.1 29.1 26.3 24.9 107 3/3" COMBINED WIOTH W1 W2 TS- FRAME LINLOW HEIGHT MULLION SPAN) ` I /[ FW_ 107 3/8" C'O MBINED WIDTH I - Ir ` W2 ! 83" J / WINDOW J FRAME FIEII;Hi WINDOW /J MULLION SPAN)! LWi L w2 107 COMBINED WIDTH FI HI M1 S APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 10738• AS SHOWN HEREIN. Dasl9n prams rating (psq Units anchored Into masonry1concreft Mullion span On) Tributary width (In) 1613 23.50 13&00 14ZOO 4&00 5L13 23.00 130.0 130. 0 130.0 130.0 130.0 130.0 37.38 130.0 130.0 130.0 130.0 130.0113D.0 49.63 130.0 130.0 130.0 130.0 /30.0 130.0 8ZOO 130.0 115.4 67.8 78.3 73.9 71.5 6x83 130.0 96.5 729 65.5 60.5 5&2 7L00 99.3 72.4 54.0 48.1 44.0 420 64.00 62.1 45.0 33.1 29.1 26.3 24.9 LARGE AND SMALL MISSILE IMPACT. LEVEL 0. WINO ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE qk REVISXWS IREV0ESCRFn0NMIEADPRO+ED A REVISED INSTALLATION OETNLS 08/07/15 R.L. MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-2302 - VERTICAL MULLION 83" MULLION SPAN CONFIGURATIONS AND OP CHARTS V.L. 1 08-01447 SCALE NTS °"1 01/11/12 1 S"Ev 2 OF 3 SIGNED: 08/07/2015 J` S 1111 IC 04 f 0 5 ••*= OF ; 4/0 NAIL S#\\\ AiS#\ COM81NEo WIO1HF -W I -• W2 IGHT LLION 1 1 WINDOWAME1 WINDOW WI --I F- W2 1073/8.^, MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-2302 - VERTICAL MULLION 83" MULLION SPAN CONFIGURATIONS AND OP CHARTS V.L. 1 08-01447 SCALE NTS °"1 01/11/12 1 S"Ev 2 OF 3 SIGNED: 08/07/2015 J` S 1111 IC 04f 0 5 ••*= OF ; 4/0 NAIL S#\\\ AiS#\ I" MIN SEPARATION 2 1/2" MIN EDGE DISTANCE 1 1/4" G • MIN. EMBEOMENT T'14 - I MASONRY/CONCRETE BY OTHERS TAPCON SECT5796 CLIP SECT M-2302 MULLION 3.750" 1.000" 0.375- 0422- 2032- 3750422" 2032" 2.875" 08 4 3-r 191 rK SECT5796 CLIP 2x 00.210" FOR CONCRETE INSTALLATION ALUMINUM 6063.75.125' THICK 3.750" 2 189" 1. 0F 0.375" 1/2" MIN EDGE DISTANCE I— VERTICAL CROSS SECTION 0 843" MASONRYXONCRETE AND WOOD FRAMING INSTALLATION -- I MT000022 CLIP 16GA (063•) GALVANIZED STEEL 3.250" 4.000" REvISIONS iREVDESCIRPMNDAMEAPPRMO A REVISED INSTALLATION DETAILS 08/07/15 R.L. r— 2 920" 1.5101.125" Li == IL SECT M•2302 MULLION ALUMINUM 600.5-T5.125' THICK MI WINDOWS AND D00 650 WEST MARKET STREE GRATZ, PA 17030-0370 M-2302 - VERTICAL MULLI 83" MULLION SPAN INSTALLATION DETAILS DRAWN OhG NO V.L. 1 08-01447 WALE NTS DAR 01/11/12 1 S"ErT3 m 12'-> 0.843" 11 1111 11 § CLIP INSTALLATION T SECT5796 2x m0 210" I 1.562" CLIP S J J '. GENS'9s g 10 WOOD SCREW 1.562 - 562" WOOD WOOD FRAMING/ 2X BUCK BY OT ERS SECT5796 CLIP REV FOR WOOD FRAMING INSTALLATION 1 3/8 MIN ALUMINUM 6063- T5.125' THICK EMBEDMENT 3.261" j 1375" 1/2" MIN EDGE DISTANCE I— VERTICAL CROSS SECTION 0 843" MASONRYXONCRETE AND WOOD FRAMING INSTALLATION -- I MT000022 CLIP 16GA (063•) GALVANIZED STEEL 3.250" 4.000" REvISIONS iREVDESCIRPMNDAMEAPPRMO A REVISED INSTALLATION DETAILS 08/07/15 R.L. r— 2 920" 1.5101.125" Li == IL SECT M•2302 MULLION ALUMINUM 600.5-T5.125' THICK MI WINDOWS AND D00 650 WEST MARKET STREE GRATZ, PA 17030-0370 M-2302 - VERTICAL MULLI 83" MULLION SPAN INSTALLATION DETAILS DRAWN OhG NO V.L. 1 08-01447 WALE NTS DAR 01/11/12 1 S"ErT3 m 12'-> CLIP INSTALLATION SIGNED: 08/07/2015 11111` o%, AkTS J J '. GENS'9s ON 05 OF 4&1AD 0 OR10• v` REV A 4.' 7SS ONA;I aG`` OF 3 L. Roberto Lomas P.E. 233 W Main St Danville, VA 24541 434-688-0609 rllomas@lrlomaspe.com Manufacturer: MI Windows and Doors, Inc. 650 West Market St Gratz, PA 17030 Product Line. W2302 - Vertical Mullion Engineering Evaluation Report Report No.: 512071A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation. 1. Approval document: drawing number 08-01447 revision A prepared, signed and sealed by Luis Roberto Lomas P.E 2. Mullion analysis report No. 512071-1 prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: refer to design pressure charts in approval document. Maximum single window unit size: 52 1/8" x 84" Window units attached to mullion must have their own separate approval. This product is not rated to be used in the HVHZ. This product is impact resistant and does not require impact protection in Wind -Rome Debris Regions, up to Wind Zone 3. Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components: mullion or individual units. All windows attached to mullion must be manufactured by MI Windows and Doors, Inc. Installation: Mullion must be installed in strict accordance with installation instructions document 08-01447 revision A. CertiRcation of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1of1 NNI \ 5 R o 1 E 110• =---vW9r- p. TA ; i'F•; c OR% OPN S ONAl110G\ Luis R. Lomas, P.E. FL No.: 62514 08/07/2015 Florida Building Code Online Page I of 4 Business Professional ••. I 12/03/2015 Date Validated 12/04/2015 FAARIOI'1er+eMT d SCIS Home I Log In I User Registration Hot Topics Submit Surcharge Slats d Facts I Publications I FOC Stan I SCIS site Map Links Search Busines Professi I Product Approval USER: Public: User Regulation OF!" saaa Y Ii:YY Ii Produtt Approval Menu > Produtt or Application Search > Application List > Application Detail FL # FL17676-R2 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature t Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 0 MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2S60 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Q Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Year 2008 Product Approval Method Method 1 Option A Date Submitted 12/03/2015 Date Validated 12/04/2015 Date Pending FBC Approval Date Approved 12/06/2015 haps://FloridabLlilding.org/pr/pr_app_dtl.aspx?paras-n=wGEVXQwtDgvFGYZsjrZFR6fG I ... 5/26/2016 I* ELEVATION 2" typ. 36' J-6' o.c max. 2' typ. T -f-' 8' o.c. max. I r Co a"4'CLEARANCE ALL FOUR SIDES) BYOW Anchor See Section Dei a HEAD DETAIL F Min Edge 7/16' 1 JAMB DETAIL IZE HEADER AS NEEDED CAULX UNDER NAILING FIN QlTIRF PERIMETER BEFORE FASTENING. SHIM AS REQUIRED DRYWALL Notes: I. Installation depicted based off of structural test report #82133.01-109-47. 2. Wood screws shall satisfy the Notional Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck instaflations are assumed 2x S—P—F (G-0.42) or denser. Buck width shall be greater then the window frame Width. Tapered or partial width bucks are not allowed. Wood tuck shall be secured to the structure to resist all design loads. 4. Wood screw lengths shoo be sufficient to guarantee 1-1/4' penetration Into wood buck. 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shirts shall be load bearing, non— compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the Installation. 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window 6 X 1-5/8" SCREW SHOWN WITH I' SHEATHING) sizes smaller thou shown, locate S fasteners 2' from comers and no moreMUSTACHIEVE1-1/4 PENETRATION than 8" on center. DesignINTOSTUO.s mailer window sizes are limited to of smthat of the test window. SILL DETAIL E KM PRESSURE CWX ER TYPE AND SPOt SHOWN WU ALLOW nGN PRESSURES UP TO +40.10/-50 UNIM UP TO 36' x 84' EST REPORTS FOR INDIVIDUACUNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) tae CRAW su eAa I 1I I TV.M.R. 12-14-09 TERM WHICH Windows & Doors Gratz, PA ITH '1/2' FRONT FLANGE) NS ALLATION INSTRUCTIONS o aroFASTENERSCHEDULE — FIN- 3540 IN- 3540 Single Hung NONE 1 cF 1 3540-3240 SH FIN Validator / Operations Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION ISI The product d6kdbeo below'ls tiereby-approved for listing 16 the next issue of the HAMA Certified Products Directory: The appioval Is Based qn suacess(irl r;olripletlon 9ftests, and the reporting, to the Administrator of'the resylts•oi tests, Acbpp paned by.related dravvfngs. by an AAMA Accredited Laboratory. 1. The listing below will be -added to the -next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED: AAMA1WDMA/CSA 101/1.S?JA440-08 LC-PG40•-914x2134'('36x84)-tI Negative Design Pressure = -b0 psf COMPANY AND CODE CPD. NO.. RODUCT' SERIES MODEL B PRODUCT'- DESCRIPTION MAXIMUM -SME TESTED MI VVltldows.4 Doors LI.C. 3540 SH (FIN) FRAME SASH Code: Mn -7158 PVC)(O/X)(IG)(INS GL) 914 mm x'2134 mrli 3'0"x 867 mm x892 mat REINF)(TILT)(ASTM) 7'O'), 121107.x 2'11") 2. This Certification will expire July 27., 2020 (extended from July 27, 20.15 per HAMA 103-14a) and requires vaildation.unbl then by continued listing Ih the•currehtAAMA Certified Products. Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: B2133.01-109-47 Date of Report: August 16, 2011 Date: April 16, 2015 Cc: AAMA JGS ACP -04 (Rev. 1/11) Validated for Certification h, 4_k Laboratories, Inc. Authorized for Certification T Americ&A Architectural Manufacturers Association Florida Building Code Online FL :Y I Model, Number or Name 17676.1 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +3S/-50 Other: LC-PG3S. Units must be glazed in accordance with ASTM E1300-04. Page 2 of 4 V Description 36x74 Fin Frame Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 36x74.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 11 Install - 3540 SH 36 x74 Fin.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.2 13540 SH 136x84 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-50 Other: LC-PG40. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C GAC APC 3540 Fin 36x84.onr Quality Assurance Contract Expiration Date 07/27/2020 Installation Instructions FL17676 R2 II Install - 3540 Sit Fin 36x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.3 13540 SH 140x66 Fin Frame I Limits of'Use '.% . Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-45 Other: R-PG3S. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 40x66.odf Quality Assurance Contract Expiration Date 08/26/2016 Installation Instructions FL17676 R2 II Install - 3540 SH Fin 40x66.i)df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.4 13540 SH 144x63 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-47 Other: R-PG40. Units must be glazed In accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 44x63.odf Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions FL17676 R2 11 Install - 3540 SH Fin 44x63.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.5 13540 SH 144x72 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 44x72.od! Quality Assurance Contract Expiration Date 08/01/2017 Installation Instructions X7676 R2 11 Install - 3540 SH Fin 44x72.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.6 13540 SH 144x84 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 RZ—C_CAC APC 3540 Fin 44x84.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 II Install - 3540 SH Fin 44x84.odf Verified By. American Architectural Manufacturers Association Created by Independent Third Party, https://Floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGY%sjr7FR6fG 1... 5/26/2016 Florida Building Code Online IEvaluation Reports Created by Independent Third Party: Page 3 of 4 17676.7 3540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 52x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25. Units must be glazed in accordance with FL17676 R2 11 FL17676 R1 11 Install - 3540 SH Fin ASTM E1300-04. 52x84.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 3540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 36x74.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 FL17676 R2 Il 08-012528 7.odf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511854B 1252.odf Created by Independent Third Party: Yes 17676.9 3540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40 FL17676 R2 II 08.01372 511989.01' Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511989 3540 FLS 36x84.odf Created by Independent Third Party: Yes 17676.10 3540 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 4402.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 FL17676 R2 11 08-01247B I0.Ddf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 5118498 1247.odf Created by Independent Third Party: Yes 17676.11 13540 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 48x96.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +30/-30 Installation Instructions Other:LC-PG30 FL17676 R2 II 08-01371B ll.Ddf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 5119888 1371.Ddf Created by Independent Third Party: Yes Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35 Certification Agency Certificate FL17676 R2 C CAC APC 3540 FLS 52x62.odf Quality Assurance Contract Expiration Date 08/27/2017 Installation Instructions FL37676 R2 11 08-02269A 12.Ddf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports https://IloridabLlilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online FL17676 R2 AE 513015A 2269.01' Created by Independent Third Party: Yes Page 4 of 4 17676.13 3540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 52x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +30/-30 Installation Instructions Other:R-PG30 FL17676 R2 It 08-02270A 13,odf ASTM E1300-04. Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 513016A 2270.odf Created by Independent Third Party: Yes 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CACAPC 3540 FLS 52x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25 FU7676 R2 11 08-01514 512141.odf ASTM E1300-04. Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 512141 3540 FIs 52x84.odf Created by Independent Third Party: Yes Created by Independent Third Party: 17676.15 3540 SH 48x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC112775)A2726,01-109-47- Approved for use outside HVHZ: Yes R2 C7326.01 3540.AWS.IG.FIN.48X72.R35.(072016) Impact Resistant: No Rev pdt Design Pressure: +35/-35 Other: R-PG35. Units must be glazed in accordance with Quality Assurance Contract Expiration Date 07/20/2016 ASTM E1300-04. Installation Instructions FL17676 R2 11 Install Instructs - 3540 SH FIN 48x72 L& Testern.ndf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 CHS Fin 108x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R2 11 Install - 3540 SH CHS Fin 108x74.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: r__ --I next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32309 plane: 850.487.1824 The state of Florida IS an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement : Refund Statement Under Florrda law, email addresses are public records. If you do not want your e-mail address released In response to a public records request, do not send d -1,v_ m d to Urn entity. Instead, contact the office by phone or by traditional mail. U you nave any questions, please contact 850.4a7 1395. •Pursuant to SeCtion 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The entails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a Personal address, please provide the Department with an email address which can be madetvailable to the public. To determine If you are a licensee under Chapter 455, F.S., please Ulck b=. Product Approval Accepts: 2® Credit5AFE https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I ... 5/26/2016 Florida Building Code Online ''] LO n -9 Page] of 5 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA/WDMA/CSA 101/I.S.2/A440 r Date Submitted 12/03/2015 Date Validated 12/04/2015 Date Pending FOC Approval Date Approved 12/06/2015 Year 2008 https://floridabuilding.ol•g/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYLsjr%FR6fG lo... 7/5/2016 If, a fMR10 t'Ururr.r,md BCIS Nome I Log In I User Reglstratbn I Hot Topics ( Submit Surcharge I Slats 0 Facts Publications FBC SWR I SCIS Site Map I Links Search Busines ProfessM product Approval USER: Public User Regulation I flrAYyYalYr7i9YY'laY7GYtY Product Aooroval Menu > Predun or Aoollcalbn SearN > Application List > Application Detail FL # FL17676-R2 Application Type Revision Code Version 2014 Applicatibn Status - Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sltlinger I• bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory r Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Unch, PE Wj Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA/WDMA/CSA 101/I.S.2/A440 r Date Submitted 12/03/2015 Date Validated 12/04/2015 Date Pending FOC Approval Date Approved 12/06/2015 Year 2008 https://floridabuilding.ol•g/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYLsjr%FR6fG lo... 7/5/2016 Florida Building Code Online I FL # I Model, Number or Name I Description 17676.1 13540 SH 1.36x74 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. Page 2 of 5 Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 36x74.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 11 Install - 3540 SH 36 x74 Fin.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 Fin 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R2 11 Install - 3540 SH Fin 36x84.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Verified By: American Architectural Manufacturers Association Association Created by Independent Third Party: Created by Independent Third Party: Evaluation Reports Evaluation Reports Created by Independent Third Party: Created by Independent I'hird Party: 17676.3 13S40 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 40x66.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2016 Design Pressure: +35/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R2 11 Install - 3540 SH Fin 40x66.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 13540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 Fin 44x63.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with ASTM E1300-04. FL17676 R2 11 Install - 3540 SH Fin 44x63.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.5 3540 SH 44x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2017 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R2 11 Install - 3540 SH Fin 44x72.od1` ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent I'hird Party: 117676.6 13540 SH 144x84 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. Certirication Agency Certificate FL17676 R2 C CAC APC 3540 Fin 44x84.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 11 Install - 3540 SH Fin 44x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party. haps://noridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I o... 7/5/2016 Florida Building Code Online IEvaluation Reports Created by Independent Third Party: Page 3 of 5 17676.7 3540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL37676 R2 C CAC APC 3540 Fin 52x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +2S/-25 Installation Instructions Other: R-PG25. Units must be glazed in accordance with FL17676 R2 II FL17676 RI 11 Install - 3540 SH Fin ASTM E1300-04. S2x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 3540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 36x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-50 Installation Instructions Other:LC-PG3S FL17676 R2 II 08-012528 7.odf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511854B 1252.odf Created by Independent Third Party: Yes 17676.9 3540 SH ' 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No 117676 R2 C C4C_APC 3S40 FLS 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other:LC-PG40 FL17676 R2 11 08-01372 511989.odf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511989 3540 FLS 36x84.odf Created by Independent Third Party: Yes 17676.10 3540 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017. Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 FL17676 RZ 11 08-012478 10.odf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 5118498 1247.odf Created by Independent Third Party: Yes 17676.11 3540 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 48x96.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R2 II 08.01371B ll.odf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511988B 1371.odf Created by Independent Third Party: Yes 17676.12 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35 52x62 Finless Frame Certification Agency Certificate FL17676 R2 C CAC APC 3540 FLS 52x62.odf Quality Assurance Contract Expiration Date 08/27/2017 Installation Instructions FL17676 R2 II 08-02269A 12,od_f Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports htips:Hfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG lo... 7/5/2016 Florida Building Code Online IFL17676 R2 AE S13015A 2269.odf Created by Independent Third Party: Yes 17676.13 13540 SH 152x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 52x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017' Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R2 II 08-02270A 13.odf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 513016A 2270.odt Created by Independent Third Party: Yes 17676.14 13540 SH Limits of Use Approved for use in HVHZ: No Approved foi use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: R-PG25 52x84 Finless Frame Certification Agency Certificate FL17676 R2 C CAC APC 3540 FLS 52x84.odf Quality Assurance Contract Expiration Date 05/26/2020' : • I InstallationlirfAructions • •# FL17676 R2 11 08=01514 S12141.odf _ Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 512141 3540 FIs 52x84.odf Created by Independent Third Party: Yes Page 4 of 5 17676.15 3540 SH 48x72 Fin Frame Limits of Use I Certification,Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC(1277S)A2726.01-109-47- Approved foF use outsidi HVHZ:-Yes R_2 C7326.01 3540.AWS.IGAI A8X72.R35.1072016) Impact Resistant: No Rey pd[ •- ' -•• tv- - '1 Design Pressure: +35/-35 Quality Assurance Contiact'Expiration Date Other: R-PG35. Units must be glazed in accordance with 07/20/2016 1 ASTM E1300-04. Installation Instructions• FL17676 R2 II Install Instructs - 3540 SH FIN 48x72 (Aa Tested).odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party. 17676.16 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use CertificationlAgency-Certiricate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 CHS Fin 108x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed to accordance with FL17676 R2 II Install - 3S40 SH CHS Fin 108x74.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Balt Ilex, Contact Us :: 2601 Blair Stone Read- Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Prhracv Statement : Accessibility Statement .: Refund Statement underFlorida law, email addresses are public records. It you do not want your e-mail address released in response to a public -records request, do not send electron lc mail to this entity. instead, contact the once by phone or by traditional mail. If you have any questions, pease Contact 050 487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1. 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the IICensee. However email addresses are public record. 11 you do not wish to supply a personal address, peace provide tho Dopartmont with an omatl address which can be made available to the public. To dctcrmine It you ore a licensee under Chapter 455, F.S., please click b>;Lfr. Product Approval Accepts: M Credit Card Sale haps://Floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I o... 7/5/2016 Validator d Operations. Administrator) MI Windows & Doors, LLC P.O. Box 37.0 Gratz, PA 17030-0370 A*: Rick Sawdey, AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful -completion of tests„ and the reporting to the Administrator of the results of tests, accompanied by related drawings, by -ah AAMA Accredited ,Laboratory,: 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMNVDMAfCSA1b1/I.S.?!A440-Q8 LC-PG40'-914x2134'(36x84)=H Negative Design Pressure --50 psf COMPANY AND CODE CPD NO, SERIES MODEL & PRODUCT MAXIMUM"SIZE TESTED DESCRIPTION 3540 SH (FINLESS) FRAME SASH MI Windows & Doors, LLC 7157 PVC)(O/X)(IG)(INS GL) 914 mm x 2134.mm 867 rrim x 892 mm Code: MTL REINF)(TILT)(ASTM) 3'0" x 7'0") 2110" x 2'11") 2. This -Certification will expire July -27, 2020 (extended from July 27, 2015 per AAMA 103-14a) and requires validation unlit then by continued listing in -the current AAMA Certified Products Directory. 3. Product Tested and Reported by. Architectural Testing, Inc. Report No.: B1910.01-109-47 Date of Report: August 15, 2011 Date: April 16, 2015 Cc: AAMA JGS ACP -04 (Rev. 1/11) Validated for Certification h. 4 -4 - Laboratories, Inc. Authorized for Certification T Ameri Architectural Manufacturers Association 36" MAX. FRAME WIDTH 4" TMAX. ANCHORS TO E I jEQUALLYSPACED. E ANCHOR CI T SHEET is FOR U IIT SIZF ANO ANC R DUANTY O / 84" MAX. FRAME HEIGHT X 4MAAXX I DESIGN PRESSURE RATING IMP,AGT RATING 40.01-50.OPSF NONE ' Number of anchors lred et each amb II O'i'z Panel vAdO. (In) E 2 2 2 ay warpTATOF tum 2 2 2 08-01372 J 3 3 J 3 J J J J 54.0 J 3 4 60.0 4. 4 4 66.0 4 4 4 72.0 4 1 s 1 5 78.0 1 4 1 4 1 5 64.0 1 4 1 s 1 s TABLE OF CONTENTS SHEET NO. DESCRIPTION ELEVATIONS, ANCHORING LAYOUTS AND NOTES T REVISIONS REv oEswrlaN CATE APPM10 NOTES:__ 1) THE PRODUCT S*g0k:'HEREIN IS DESIGNED AND MANUFACTURED T,0 COMPLY WITH FEOUIREMENTS'OF' THE`FLORIDA BUILDING CODE. 2)ttWOOD FRAMING AND-`aSONRY OPENING .TO BE DESIGNED 'AND ANCHORED TO PROPERL•Y'•TRANSFER'•ALL-L'OADS'TO%STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) 1 BUCK OVER; MASONRY' CONCRETE )S OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST' BE'SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY CF THE ARCHITECT OR ENGINEER OF RECORD. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL: EXTRUDED RIGID PVC. 6) SASH UNITS MUST -BE.;REINFORCED.,WJTHIGVL-451-020 STEEL REINFORCEMENT. MEET1pIG RAILS MUST BE REINFORC'O.,WITH.RF-1045-020 STEEL REINFORCEMENT. 7) UNITS MUST BE GLAZEO'PER ASTM-E-IJ00-04. ' 8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 9) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM SHIM WHERE SPACE OF 1/16` OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 10) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS wlTII SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS: tl)FOR ANCHORING INTO WOOD FRAMING -OR 2X BUCK USE #8 WOOD SCREW WITH SUFFICIENT LENGTH TO.ACHIEVE A 1 3/16- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE -ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 6: 12) ALL FASTENERS TO BE CORROSION RESISTANT. 13) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS' LESS' THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE 14, TYPE i (OR GREATER). SIGNED: 10/211201 1 M650IWDoiN DOORS II O'i'zEST MARKETAND GRANTZ, PA 17030-0370 TREET```J\5R. v G E HSF'9ip SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW 0 * - STEEL REINFORCED - NON -IMPACT 36" X 84 ELEVATION, ANCHORING LAYOUT AND NOTES ay warpTATOFtum Dit"'N: VAG Nn. NEV 16'0<OR10* V.L. 08-01372 2 - 3 1 INSTALLATION DETAILS - _ _ - I- NTS ..Ia`rz _10/17/11 I5"M 1 OF 3 APPROVED SEALANT 7X BUCK/WCOD FP,AMING -" 6Y OTHERS. 29 9UCK TO VERTICAL CROSS SECTION BE PROPEPLY SECURED ZX 8UCKAVOOD FRAMING INSTALLAT/0N NOTE: INTERIOR AND EXTERIOR FINISHES. BY OIHERS. NOT SH01kN FOR -CLARITY. MI WINDOWS AND DOORS Irrr/ ' ftVWNS J\s 'LO// 9`r• GEN F 0 * — SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW 2X RUCK/WO00 FRAMING NDN-IMPACT 36" X 84 r• J « BY OTIIERS 2X BUCK TC 1 iF(0RO. G BE PROPERLY SECURE0 m watv 08 x'011372- S ONA11Ea\ irlrrYl r.eh•.. aW„----rw/4R„'” .. .. w _. .. ... .b 1.1w,: ._a .•, FLANGE TC B= SET WEED OF_ 1/4" MAX. t 3/•1,6' MIN. 1/4' MAX. APOROVEO SEALANT SHIM EMBEOMENT r'•':'Sk1M HEAD TO BE SET i _:'_.. : . IN A BED OF APPROVED c "j L` : z T SCREW CONSTRUCTION SELANT t i 7: - Y. • ' r = r' INTERIOR 2X BUCK/V?OOD'f AM_ BY OTHERS, 2X;'BUCK:TO EXTERIOR INTERIOR 8? PROPERLY SECURED_ e EXTERIOR FLANGE. TO B- SET BED SPD TO BE SET IN APPROVEDSEALANMT HORIZONTAL'CROSSSECTION0JAPPROVED CONSOF CGTRTR UCTION ADHESIVE ZKBUCKAN000FRW, L14GINSTALLATION 0 a FLANGE TO 8= IO 1/4 MAX. SEi IN BED 0` . . SHIM APPROVED SEALANT 7X BUCK/WCOD FP,AMING -" 6Y OTHERS. 29 9UCK TO VERTICAL CROSS SECTION BE PROPEPLY SECURED ZX 8UCKAVOOD FRAMING INSTALLAT/0N NOTE: INTERIOR AND EXTERIOR FINISHES. BY OIHERS. NOT SH01kN FOR -CLARITY. MI WINDOWS AND DOORS Irrr/ ' CRA TZSTPAAR703050370 J\s 'LO// 9`r• GEN F 0 * — SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW STEEL REINFORCED NDN-IMPACT 36" X 84 INSTALLATION DETAILS TAT OF1 iF(0RO. G ow". m watv 08 x'011372- S ONA11Ea\ NTS-.-.,..10%1,7/.1.1...,",,2_OF 3 _. 14ASONRY OPTIONAL I XI BUCK BY OTHERS. 1 X B K TO BE PROPERLY SEC VREO. SFE NOTE f SHEET 1 TO BE 0E0 OF SEALANT FLAN(JE TO BE SETINJ BED OF A:'PROVCO I SEALANT OPTIONAL IF BUCK BY OTHERS, 1 Y. 1C.K TO BE I=RO°ERLY SE URED. SEE NOIC 3 SHEET I i A, . J ' i 1/4" MAX. SHIM HEAD TO BE SET IN A BED OF APPROVED CONSTRUCTION SEALANT INTERIOR SILL TO BE SET IN BED OF APPROVED CONSTRUCTION AOHEESP/E 1/4" MAX. SHIM sam. IatvOESOWaa+ I WE I OPROV0 1 1/4- MIN. NOTE: INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 1/4"- MAX. EMBEOmENT SHIM 650 WEST MARKET STREET 3/16' TAPCON MASONRY/CONCRETE GRANTZ. PA 17030-0370 r,•\GENSF •d'i+ MASONRriCONCRETEWSTALLATOM By OTHERS 0/' STEEL REINFORCED - NON -IMPACT 36" X 84 a7 k(n3` 20 IT •, INSTALLATION DETAILS atv INTERIOR orrAwet one No A axr08- Oi372 NTS ae 10/17/11 3 OF 3 16111111110\P'\ 2 5/3" MIN. DGE DIST. OPTIONAL IX BUCK BY EXTERIOR OTHERS, IX BUCK TO BE PROPERLY SECURED. SEE FL4NGE TO BE NOTE 3 SHEET I SET IN BED OF APPROVED SEALANT HORIZONTAL CROSS SECTION MAWAIRYXONCRETE WSTALIATRW I o F.IASGNRY/CONCRETE NOTE: INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. BY OTHERS1 J WINDOWS AND DOORS 1T111II q iMI 650 WEST MARKET STREET NN J\? VERTICAL CROSS SECTION GRANTZ. PA 17030-0370 r,•\GENSF •d'i+ MASONRriCONCRETEWSTALLATOM SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW 0/' STEEL REINFORCED - NON -IMPACT 36" X 84 a7 k(n3` 20 IT •, INSTALLATION DETAILS atv Of OR10t: G\ orrAwet one No A axr08- Oi372 NTS ae 10/17/11 3 OF 3 16111111110\P'\ L: Roberto Lomas P.E. 1432 Woodford -Rd. LewisviIle,NC.27023 336-945-9695 rllomas@)TIomaspe.com Manufacturer: MI Windows and Doors 650 West Market Street Grantz, PA 17030-0370 Engineering Evaluation Report Product Line: Series 3540, Finless- PVC Single Hung Window — Non -Impact Report No.: 511989 Compliance. The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community.Aff, airs for Statewide Acceptance per Rule 9N-3. The product listed Herein complies with requirements of the Florida Building.Code. Supporting Technical Documentation:. 1. Approval document drawing number'08-01372, tilled Series 3540.Finless PVC Single. Hung Window — Non - Impact, signed and sealed by Luis Roberto Lomas P.E.- 2. E: 2. Test report.No.: B1910.01-10947,, signed and sealed by Michael D. Stremmel, P.E. Architecturaf Testing, Inc. York, PA AAMA/WDMA/CSA 1101/1-S.216440-05Designpressure: +40.10/-50.13psf Water per resistance 6.Q6psf 3. Anchor calculations, report.number•5119894, prepared, signed and'sealed by Luis, Roberto Lomas P.E. Limitatlons and Condidons•of use: Maximum design pressure: +40,0/-50.0.psf Maximum unit Mie: :36•'x 84' Uriits.must be glazed per -ASTM. E 1300,-04. Frame and sash materiai: Exituded Rigid PVC. Sash stile and rails and fixed meeting rail reinforcement Roll formed steel. This product is not rated lobe used In the HVHZ. This product is not impact resistant and requires impact.protection.in wind bome debris regions. Installation: Units must be installed in accordance with approval document, 08-01372.. Certillcation of Independence: Please note that I don't have norwill acquire a financial interest in any company manufacturing or. distributing the products) for which this report is being issued. Also, I don't have nor will acquire a_ financial interest in any other entity involved'in the approval process of the listed product(s). 1of1 NR I 'L 4 N J • 2! i o' RD51-Ir• qtr — TATE O FRVD c wave-* ONAj1\ Luis R. Lomas, P.E. FL No.: 62514 11/07/2011 1 Florida Building Code Online So r% + Page 1 of 2 Business Professional rcma r ro a RDS& D(ti1l Id Busines SCIS Home I tog In I User Registration Product ApprovalProfessifllal0 1 Hot Tooks Submit SurchargeStals S Facts PYblicatlons fat Stall RCIS Site MeP Units Search USER: Publicuser Regulation Product rinoroval Menu > Product M lloerkatton SeercA > Aoolicatlon list'> Mjp lcotteil Detail, FL of FL12019-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Construction Metals Address/Phone/Email 5140 W CLifton Street Tampa, FL 33634 813)884-0444 lyle.pestow@acrn-metals.com Authorized Signature Vivian Wright rickw®rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer k/, Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/02/2020 Validated By Ryan 1. King, P.E. V- Validation Checklist - Hardcopy Received Certificate of Independence FL12019 ,RS COI Certificate Of•Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D https://www.,fl ori dabui 1 d i ng. org/prlpr_app_dti . aspx?param=wGEV XQwtDq uJ EQf8 P6a6FJ... 7/20/2015 Florida Building Code Online Date Submitted 04/30/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 SummarV of Products Page 2 of 2 FL Model, Number or Name Description 12019.1 'Triple 4" and "Quad 4" 0.012" Thick Aluminum Soffit - Full Vent and Center Vent Limits of Use Installation Instructions Approved for use in HVHZ: No FL12019 RS II It 12019.i.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12019.1 for Design Pressure Ratings by FL12019 RS AE EirM 12019.I.odf- specific application and for any other additional use Created by Independent Third Party: Yes limitations and Installation instructions. BackMoal Contact Us :: 1040 North Mooroe Street_ Tallahassee FL ]2399 Plane: 850-487.1824 The Stale of Florida is an AA/EEO employer. fowrleht 2007.2013 Soto of Florida.:: Privacy Stattment :: :. Refund Sluiternerd Under Florida law, email addresses are pudic records. If you do not want your e -mall address released In response to a public -records re9uesl, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mail. It you have any ouesdons. please contact 850.487.1395. -Pursuant to Section 455.275(l), Flprlda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F3. must provide the Department with an email address It they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, pkase provide the Department with an email address which can be made available to the public. To determine If you are a licenses under Chapter 455, F.S., please click here . Product Approval Accepts: co I z>:r0 CreditSarFE https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEV XQwtDquJEQf8P6a6FJ... 7/20/2015 o ACM AMERICAN CONSTRUCTION METALS 5140 West Clifton Street Tampa, FL 33634 TRIPLE 4" & "QUAD 4" ALUMINUM SOFFIT GENERAL NOTES 1. This product has been evaluated and Is in compliance with the 5th Edition (2014) Florida Building Code excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shag be beyond wan dressing or stucco. 3. Site conditions not covered by this drawing are subject to further engineering onoysis. 4. Wood/CMU wall construction, by others, must be designed property to receive loads from the soffit and/or 7 x T batten strips. S. Aluminum soffits sholl conform to the requirements of FBC Section 1404.5.1 and labeled according to FBC Section 1710.9. TRIPLE d 4 T40rZ lar rs• FKC4 T1014 t27 TKC4 QUAD 4 04 olOr21ANS- o-wurssMMlnTnaa TAW OF CONTENTS ac ar lF5 DESCf8PWN T (cal elevaHoro b general notes Paneldetok PEF Soffit detals & d n pressuresSoffitdetalls & design presswes Soffit details. design premm & bR of materials TRIPLE d 4 T40rZ lar rs• FKC4 T1014 t27 TKC4 QUAD 4 04 olOr21ANS- o-wurssMMlnTnaa ac ar lF5 orussx .ia: FL -12019.1 62 SOFFIT AIR FLOW TABLE AIR FLOW AIR FLAW SOFFIT TYPE SOFFIT TYPE r.a ns a, rano.. 3.91 2.71% 11.74 8.16% FiRr 11.74 8.16% An Mw I-= 3.69 2.56% i`v".L 3.69 12.66% OT A15S ALvmmYm AplmiMlm F" AMnmum COMAff (t8i F7 RvW J tlCCIT pT a A311.R. Ar - Cl AT 3T ar ar IBB AND END OEIARS ITCOVERAGE 11116 — 11---- 4' PITCH 25/8'--7AvuAntrotlou45 7— 6 'iRl 16 -COVERAGE i1 F r (REFl 4.00' MICN 26T -- I rash! AvALA&ER:w locates 4MA 124 a000aall 0.0000 0a000o-- 0 a a 0D n n n n n n LOUVER PAWN (FULL SCAIR I LOUVERS FOWM W SAME DIRECTION AS RIBSI VIEW'A-A' (A x SCAIEj S 6 FULL VENT - WIDE PATTERN louver romrca In some racUan as Ahs) X 1?S 0 O O O 00000—r 1-0 0 0 0 0 0 1 0 0 0 0 a 0 f 000000000p— D.j LOUVER PATTERN LOUVERS FORMED IN SAME OBIECION ASRIBS) y VIEWI0. 3B8- - 4--i A-K_(4xL S 6 EU VENT- NARROW VENTPATTERNtowerformedinsamedirectionas ria) N. Y. Fh FL -12019.1 IV AN - A - ROOF OVERHANG ROOF FRAMING ALUMINUM FASCIA TRIM SOFfITJ - M CHUU OR OOD SffOETAIL-A' FRAMED SEEDEFAIL' B' !J SIDE VIEW - SINGLE SPAN w/F-CHANNEL Shaven w/ Uum/hamuq Cma—) SINGLE SPAN LENGTH A' DESIGN PRESSURE (PSF) POSITIVE INEGAIIVE r 70.0 141.0 Id' 60.0 60.0 1T 50.0 50.0 14' 38.5 38.5 u' 30.0 30.0 NOTE: WOOD FRAMWG AND CONNECTIONS TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OFRECORO I/B"MAX--1 F -- DETAIL" B" F -Channel SOFFIT - CMU OR W000 SffOETNI'C' FRAMED SEE DEUR.' D' SIDE VIEW - SINGLE SPAN w/7 -CHANNELS lawn w/ Lnlaffran p tori m) TRIM NAIL ATTACHED THROUGH FASCIA 616' O.C. MAX. STAPLES INSTALLED 6 _. END OF PANEL AND or MAX. O.C. SEE DUAL 'J'. SHEET S( 1 /T MNL. LC DETAIL" A " Fascia STAPLES INSTALLED 6 2,' O.C. (INTO WOOD) ON Fd1ANNEL LEG OR T -NAIL 617O.C. ONTO WOOD OR MASONRY) STAPLES INSTALLED 6 IT O.C. ONTO WOODS IN FCHANNEL SLOT OR T- NAR 0 IT O.C. ONTO WOOD OR MASONRY) NOTE: FOR SQUARE CUT OVERHANG. TRIM BOTTOM OF FASCIA FIAT AGAINST PANEL STAPLES LOCATED 24' O.C. 1010 FRAMING ALUMINUM J/ FASCIA SPAN ' A ' SPAN - AROOFOVERHANGROOFOVERHANG TRIM N. ROOF ROOF i, •''....«•• r THING FRAMING i eN ll* It1 o :9 0 Z SOFFIT - CMU OR W000 SffOETNI'C' FRAMED SEE DEUR.' D' SIDE VIEW - SINGLE SPAN w/7 -CHANNELS lawn w/ Lnlaffran p tori m) TRIM NAIL ATTACHED THROUGH FASCIA 616' O.C. MAX. STAPLES INSTALLED 6 _. END OF PANEL AND or MAX. O.C. SEE DUAL 'J'. SHEET S( 1 /T MNL. LC DETAIL" A " Fascia STAPLES INSTALLED 6 2,' O.C. (INTO WOOD) ON Fd1ANNEL LEG OR T -NAIL 617O.C. ONTO WOOD OR MASONRY) STAPLES INSTALLED 6 IT O.C. ONTO WOODS IN FCHANNEL SLOT OR T- NAR 0 IT O.C. ONTO WOOD OR MASONRY) NOTE: FOR SQUARE CUT OVERHANG. TRIM BOTTOM OF FASCIA FIAT AGAINST PANEL STAPLES LOCATED 24' O.C. 1010 FRAMING ALUMINUM J/ FASCIA v TRIM N. 9ogd SOFFIT EMU OR V 4 0 anal° SffOETAIL'A' FR 0 n SEE DETAIL' C' SIDE VIEW - SINGLE SPAN w/3 -CHANNEL Sham w/ UumYmff ing o1dflow) J- -- ---- MAX.__• IAs I' MAX. STAPLES INSTALLED 617 O.C. ONTO WOODS N J -CHANNEL SLOT OR I -NAIL 617 O.C. DETAIL " D " J -Channel Fascia STAPLES MALLED 0 ITO.C. (IWO WOOD) 1N J{HANNEL SLOT OR T -NAL 0 IT O.C. WTO WOOD OR MASONRY) STAPLES LOCATED LF J 24C O.C. INTO FRAMING 26 -1ff S N MAX. I S Sj 1' MAX I I! i DETAIL " C " J -Channel o.o. e•: JK SUBSTRATE NOTES: a«, or LFS 1. WOOD SUBSTRATE: G = 0.42 OR BETTER 2 MASONRY SUBSTRATE 3A00 PSI CONCRETE (ACI 3011 FL -12019.1 OR HOLLOW BLOCK (ASTM C90). S -w 1-- 1 R SPAN ' A • ROOF OVERHANG SPAN ' A - ROOF OVERHANG SEE NOTE 2 ROOF ROOF MING FRAMING ALUMINUM ALUMINUM fASCIA FA$EIA- ' 9 TRIM!' So FRA TRFL----------- EMU OR T EMU OR«. TS FWOODRAMED SOFFIT) WOOD FRAMED FRAMED SEE DETAIL E SEE DETAIL' F • SEE DETAIL G —f SEE DETAIL E. SIDE VIEW - SINGLE SPAN w/F-CHANNEL SIDE VIEW - SINGLE SPAN w/3 -CHANNEL Shawn wl-WIr—bV ovemn9) (Shown wl omWr+Nn IMrhwq) ROM NAIL ATTACHED THROUGH FASCIA 0 16' O.C. MAX. STAPLES INSTALLED 0 ENO OF PANEL AND r MAX. O.C. E DETAIL -J-. $HEFT 5) NOTE: FOR SQUARE CUT OVERHANG. TRIM BOTTOM OF FASCIA FLAT AGAINST PANEL eeea l DETAIL" E" Fascia 1,qr MAX. DETAIL" F" F -Channel STAPLES INSTALLED ® 24' O.C. (PRO WOOD) ON FCHANNE. LEG OR WAIL Iia Ir O.C. ONTO WOOD OR MASONRY) CONNECTOR NOB: ,j 1. WOOD FRAMING MID CONHECRON5 TO BE O8IGNED "Ill BY INE ARCIDECT OR ENGINEER OF RECORD 2. 120 COMMON HAUL OR 31l6.OW TAPCON CONCRETE SCREW MIN. I.11C EMBEDMENT) 02r'ON CDM SINGLE SIAN!DIGIN A- DESIGN PRESSURE psF) POSNNE NMA17VE s 70.0 141.0 To 60.0 60.0 lr 50.0 50.0 14• 38.5 38.5 14• 30.0 30.0 STAPLES LOCATED 2r O.C. INTO FRAMING STAPLES INSTALLED 06 i IrO.C.ONTOWOoD) IN FCHANNEL SLOT OR T- NAIL® Ir O.C. ONTO W000 OR MASONRY) ) any IIB• MAX. --- I' MAX. - SUBSTRATE NOTES: 1. WOOD SUISTRAMG =0.42 OR OEM DETAIL " G " 2. MASONRY SUBSTRATE: 3.000 PSI CONCRETE (ACI 3011 OR HOLLOW BLOCK (ASTM 0901. J -Channel STAPLES INSTALLED 0 IrO.C. (INTO WOOD) IN ICHAMMEL SLOT OR T -NAIL 01 r O.C. ONTO W000 OR MASONRY) Ir: F`-12019.1 L+ 4 or _5_ I 4 REM DESCRIPTION MATERIAL I FASCIA .0215 THK. AL 3105- H14 ALUMINUM 2 J' CHANNEL .0155 THK. AL. 3105 . H24 ALUMINUM 3 F CHANNEL 4155 THK. At. 3104- H19 ALUMINUM 5 QUAD 4 PANEL Dl I5 OR .0135' THICK) AL. 3105 ALUMINUM 6 TRIPLE 4 PANEL (.0115 OR .0135' THICK( AL. 3105 ALUMINUM 7 R 15 x 13/4" TRIM NAIL S.S. 8 18" GA. X 1 /C SS STAPLE / 7/8' MIN. EMBEDMENT STEEL 9 7'X 7' BATTEN STRIP (G=.42 OR BETTER) WOOD 10 APA B -C. GROUP 1 EXT. 15/3Y PLYWOOD OR BETTER WOOD 11 097' DIA. T- NAIL / 5/B' MIN. EMBEDMENT) STEEL 12d X 3-1 /4' H.D. GALV. STEEL COMMON NAIL 0 24' O.C. w/ 13/4' MIN. EMB. DETAIL" H " I X2 VERTICAL FRAMING (Gx0.421 ATTACH w/ 2-0d COMMON NNIS 0 TOP TO ROOF FRAMING STAPLES INSTALLED END OF PANEL AND B' MAX. O.C. SEE DETAIL 'J ROOFCVERHANG I SPAN' A ROOF 12d X 3.1/4" HD.GALV.STEfl CMU OR COMMON NAIL 0 2C O.C. SEE DETAIL - A' woo0 113/CMIN .EMS (SHEET 31 ~ ( FRAHM CONTINUOUS SEE DETAa' H' BATTI3 a Cl E SPAN STAPLES INSTALLED 0 SIDE VIEW - DOUBLE SPAN w/BATTEN END OF PANEL AND (Shown w/ Ws gmrring cantftwy) TT' MAX O.C. SEE DETAIL -J DETAIL "I" MAX — —I L DETAIL " 1 " IT TWIN SPAN LENGTH w/CONRNUOUS BATTEN A• DESIGN PRESSURE (PSI) POSRIVE NEGATIVE 14- 70.0 70.0 i V'Y 66.5 66.5 n 60.0 C n OloN VH .. SEE DETAR.' B' d 5 iSHEET3) l 4 0 0e maa von 4 oz TWIN SPAN LENGTH w/CONRNUOUS BATTEN A• DESIGN PRESSURE (PSI) POSRIVE NEGATIVE 14- 70.0 70.0 1e' 66.5 66.5 21T 60.0 60.0 22' 54.5 54.5 24" 50.0 50.0 SPAN " A " ROOF OVERHANG SEE DETAIL' G' SHEET 41 ROOF FRAMING SEE NOTE 2 1 1 T 1 CHU OR w000 SEEDETAL-I L B it FRAMED SEE (ETAIL' A' SHEET 3) SIDE VIEW - DOUBLE SPAN w/BATTEN CONNECTOR NOTES: ( Shown w/ 'drig oveFian91 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED BY THE A"TTECT OR ENGINEER OF RECORD SUBSTRATE NOTES: 2.12d COMMON NAIL OR 3/15 RW TAPCON CONCRETE SCREW I. WOOD SUBSTRATE: G =0.42 OR BETTER MIN. 1-114- ENAEDMEIq 0 2C ON CENTER 2 MASONRY SUMUM: PSI CONCRETE (ACI 301) OR HOLLOW BLOCK (ASTM C90). wt 909 € ruc N.T.S. 3 i m In. JK o wL ar. LFS 3 wam w• a 0 FL -12019.7 0 9acr 5 or 5 0 4 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. Fl. 33595 Phone 813.659.9197 Florida Board or Professional Engineers Cenificou orAulhoritalion No. 9813 Product Test Standard TEL 01190073 ASTM E330-02 Category Sub Category Manufacturer Product Name 3. Calculations Prepared by American Construction Metals RW Building Consultants, Inc. (CA #9813) Panel Walls Soffits 5140 West Clifton Street Triple 4" & "Quad 4" Aluminum soffit Tampa, FL 33834 Phone 813.880.4444 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. for American Construction Metals based on Rule Chapter No. 61G20-3, Method 1d of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial Interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1, This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. Site conditions not covered by drawing FL -12019.1 are subject to further engineering analysis. 4. Wood/CMU wall construction, by others, must be designed properly to receive loads from the soft and/or 2' X 2' batten strips. 5. Aluminum softs shall conform to the rewuirements of FBC Section 1404.5.1 and labeled according to FBC Section 1710.9. 6. See drawing FL -12019.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01190073 ASTM E330-02 2. Drawing No. Prepared by No. FL -12019.1 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by Keystone Certifications, Inc., certifying that American Construction Metals is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53 Sheet 1 of 1 Testing Laboratory Sinned by Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. o s000nn ree SCHM T.. Wo 43409 o y w 7C : • tU yndon F. Schmidt, P.E. 9 '. S7I; OFSTATE FL PE No. 43409 i s • ( OiiI'D 'rj• 4/1/2015 a N ALs , o 00 a 7 Floor Plan O 2• 4• NY V4' • W AT 2204 W • F-0' AT 1161 2 s• -r 6•-r 4•ao' I7• s• -r 27•Y 224• 4 COM MOLL OVA4-ASSEMBLIES: TYPICAL STRUCTION SIeiSLEW OFSTRUMCITE TINE RDCF 6TTLE VAMr%Phe CO004 ITY STUN OAR ROOF SFATI" MO ROOF FPAMM FM STRILARN_ ROM fAU b ON FL M 1141 • GROOVE 13 - R OOR 9fADWS ON ROCK TIRILSSFS at FLOOR .NIsrS A5 LIED all STg10,IRN. G MONOLTIM CCLL'REM 9AD OVER VAM DAMWt RBSt TO STIUMP AL ORAmLe4 TTP. FRE savis fig 1. A ALL 110MST. • Lta1 II IOIN It MetMiM srnwMeos ante® M IVPT fit B MT4XN 9PVLM TO VMY AT LEAST at KIDO4 M ALL CWRD 8 TO HAVE A t i W.I.C. i I I M IRM MM 00113EI 1 OF 24'IM K%W AID f 20• M MOM SILL IEVW MY MATER 0' ners Suit C, "AM K)DaI W" IE16NT. b1&AFF a 4-4' PLATE IEI6M W) T-0' AFF O VW MTE HMff NNO14-0• TRAY co ALL DFLTRX/,L AID MEaLAWAL fiGIRP M 4 M113M AIM SLb.MT 10 TBQCATION ME TO FRO WNDITIO M CONTRACTOR TO MMIFY. F. Wbf, 240 i VDU HOD VENT.1 E70145f FA6. b. 08•HOInas FMTSIW-01 CIA RLSTALL FER LOCAL COLE. R V0661R6 ARE TO 71E FADE OF S11D, Laundry A 0110. R&D CW OR sTws aLm Oneat4: IVIED K ALL A iM PA81TIMIS AM 45 Dpi NIU6 011,6144M N21EO. FLOOR PLAN NOTES: TIE MOM IET11 ,115IT ICE AE SYN9OLr AS Sww CM FW6 own S a T 6•a ay. 6 y+ 2066 qh j( N i•T. q8E V t SPADE i u A g 7 i• -T 4- 9 3'-T 1 V -4 - Hr," Loft ; 1 AT -I• 3'-Y Ir -D• I• • a O Bedroom 2 b v i b•-0• as. 4 Bat 4 2666 n Bedroom Floor Plan O 2• 4• NY V4' • W AT 2204 W • F-0' AT 1161 2 s• -r 6•-r 4•ao' I7• s• -r 27•Y 224• 4 COM MOLL OVA4-ASSEMBLIES: TYPICAL STRUCTION SIeiSLEW OFSTRUMCITETINE RDCF 6TTLE VAMr%Phe CO004 ITY STUN OAR ROOF SFATI" MO ROOF FPAMM FM STRILARN_ ROM fAU b ON FL M 1141 • GROOVE 13 - R OOR 9fADWS ON ROCK TIRILSSFS at FLOOR .NIsrS A5 LIED all STg10,IRN. G MONOLTIM CCLL'REM 9AD OVER VAM DAMWt RBSt TO STIUMP AL SQUARE FOOTAGES POLas • T4AN 2ta • T1NdIQIN RCDR RAMI 12!49 4S6 ti ar Upper Floor Plan O 2' 4' O' W• W AT 2604 w' • r-0• AT EVfl Traditional Elevation L F RMAK /014WRAL G RODVIPW. ALL RALDLS / QMRDRAL BALOSTEM TO 01! SPACED SIKAI THAT A 4' SR6E WMVT PAss BETIk81 LLNRSTtAS. RAU15401AIDRAILS AM TO Be AT A 84- H MH TO 96• WO&IN NEW AFF. MRH IEIIWt5 FIR LOCAL CODE PRAM AT FAMIZORM LOCAIIM TO BE AT 4? MEW AFF. OPT. RM96. - 9E CM11191T C4M-C1I S 2. LPC OF OVEDEAD 4ARA6E DOOR M OFDI fUSI11O1 9. WD FAC SECTION 910 FAR STAR REQ. 4. 90E SARA61! ROOK PD RR FOOT TMAID OV90EAD 6ARAW MM OFEWS, A FTRTR CCE AS 9WA:W BY WLDM RMALL PER KWAC-AIM SWFICATM& ALL FACTORY GALT I M91ACM WILL C4HkY MM IOTA. CODES A 20 LOFT /CALL 90APF. SM W GN®VGE OVIOSAL t RAM6E 10. COOK TW IL OVB1 CL 1113106 MATOR SPACE 4 PAHM-fV wD. SIBVPS 14. FEIMSTAL SOK IS 4r x Tr 6AWDF nD I& TNLM 90M W GLASS DYlOSARF, FIR Mam ser. M 42*XW TO IA or x b0• T1819pM K L68198.VM 20 MSM •FACE 2L DRTDt, VW 22 OPnOM LAYDRI• WK 29. PROVWE NONZOMM STTBIE FLATF004 ELEVATED 16• AM& GARAGE FLOCK FON ELECTRIC /tATDe IEATOL 24. 1,iAI8a1 Dox M 98.VIH5 PER MILM SFOCS. 26. AM ACC050250r WW) 71. ATTIC A44356 W STAWS (22V15d4' Dr26. 6W%H BOND CPD1114 (5@ MIDNCR 8"ATA SO 2a AKN ea KURMFLIMMICIVT'i M 61P9N EGAD WH Iw1.96' AFF. ANI® WWW 51. S"f. RDi9t TO Ex MM DNAT08rW HERMITS F ARCHIE RVAL MALS FOR ' RAW 92. RANT 9W, SEE DRTDOOR 6EVA ft "F wu W MOOD NM OPIICM MALL NM RKUM ABOVE 94. FIOACH RAIL. SEE EI"ATIaI 99. 96506' COY•IEIE STOOP. 96. "BEAN n 01,101AL UMM CAMEM 94 OFMIAL CVMTr.A uj 94. OPIIOtUL CaTiit C M6 N61V1EDj RAW V, 40L MALREOF LL ABOVE L LBC OP MVL aE OK 42 2x4 LOM W L 42 AFF. 41 2JQ IDM MNL 4r AFF. 44. WIL OFFM MOD RAILIM • 456 FOR A)OMOWL IVIES SM 60VA TNy ON TITLE 9iffT F DETAILS. 4G Wx86•xr ART MGE 4t NORU MAL LAR MF• OUIE 4Q LCK MALL Nr AFF. 4t &F M OMAW ARCH a 814Y TO 6'-b• W Su L.O4 Kw 92k AFF. S. 9O• AFF. cakrti W MAwm wm t&1 MNL OEAI%Pet BlB VM SFM 52 WAW 6ARODN TO o ORAmLe4 TTP. fig 1. A ALL 110MST. • Lta1 II IOIN It MetMiM srnwMeos ante® M APPLKAIiE RTS. CM6CM fit B MT4XN 9PVLM TO VMY AT LEAST at KIDO4 M ALL CWRD 8 TO HAVE A t iJ AFAR E6RS CFOM OF 51 SO. PT. IRM MM 00113EI 1 OF 24'IM K%W AID f 20• M MOM SILL IEVW MY MATER AW144 ABOVE FLOOR C, "AM K)DaI W" IE16NT. b1&AFF a 4-4' PLATE IEI6M W) T-0' AFF O VW MTE HMff NNO1 E. a ci-Tovy . co ALL DFLTRX/,L AID MEaLAWAL fiGIRP M 4 M113M AIM SLb.MT 10 TBQCATION ME TO FRO WNDITIO M CONTRACTOR TO MMIFY. F. Wbf, PRONDE BACK GRAFT DAMPBts a MrW VDU HOD VENT.1 E70145f FA6. b. 08•HOInas FMTSI RLSTALL FER LOCAL COLE. R V0661R6 ARE TO 71E FADE OF S11D, 0110. L ALL DCIM 2t ODfli•iM ARE TO FACE OF CW OR sTws aLm Oneat4: IVIED K ALL A iM PA81TIMIS AM 45 Dpi NIU6 011,6144M N21EO. FLOOR PLAN NOTES: TIE MOM IET11 ,115IT ICE AE SYN9OLr AS Sww CM FW6 SQUARE FOOTAGES POLas • T4AN 2ta • T1NdIQIN RCDR RAMI 12!49 4S6 ti ar Upper Floor Plan O 2' 4' O' W• W AT 2604 w' • r-0• AT EVfl Traditional Elevation L F RMAK /014WRAL G RODVIPW. ALL RALDLS / QMRDRAL BALOSTEM TO 01! SPACED SIKAI THAT A 4' SR6E WMVT PAss BETIk81 LLNRSTtAS. RAU15401AIDRAILS AM TO Be AT A 84- H MH TO 96• WO&IN NEW AFF. MRH IEIIWt5 FIR LOCAL CODE PRAM AT FAMIZORM LOCAIIM TO BE AT 4? MEW AFF. OPT. RM96. - 9E CM11191T C4M-C1I S 2. LPC OF OVEDEAD 4ARA6E DOOR M OFDI fUSI11O1 9. WD FAC SECTION 910 FAR STAR REQ. 4. 90E SARA61! ROOK PD RR FOOT TMAID OV90EAD 6ARAW MM OFEWS, A FTRTR CCE AS 9WA:W BY WLDM RMALL PER KWAC-AIM SWFICATM& ALL FACTORY GALT I M91ACM WILL C4HkY MM IOTA. CODES A 20 LOFT /CALL 90APF. SM W GN®VGE OVIOSAL t RAM6E 10. COOK TW IL OVB1 CL 1113106 MATOR SPACE 4 PAHM-fV wD. SIBVPS 14. FEIMSTAL SOK IS 4r x Tr 6AWDF nD I& TNLM 90M W GLASS DYlOSARF, FIR Mam ser. M 42*XW TO IA or x b0• T1819pM K L68198.VM 20 MSM •FACE 2L DRTDt, VW 22 OPnOM LAYDRI• WK 29. PROVWE NONZOMM STTBIE FLATF004 ELEVATED 16• AM& GARAGE FLOCK FON ELECTRIC /tATDe IEATOL 24. 1,iAI8a1 Dox M 98.VIH5 PER MILM SFOCS. 26. AM ACC050250r WW) 71. ATTIC A44356 W STAWS (22V15d4' Dr26. 6W%H BOND CPD1114 (5@ MIDNCR 8"ATA SO 2a AKN ea KURMFLIMMICIVT'i M 61P9N EGAD WH Iw1.96' AFF. ANI® WWW 51. S"f. RDi9t TO Ex MM DNAT08rW HERMITS F ARCHIE RVAL MALS FOR ' RAW 92. RANT 9W, SEE DRTDOOR 6EVA ft "F wu W MOOD NM OPIICM MALL NM RKUM ABOVE 94. FIOACH RAIL. SEE EI"ATIaI 99. 96506' COY•IEIE STOOP. 96. "BEAN n 01,101AL UMM CAMEM 94 OFMIAL CVMTr.A uj 94. OPIIOtUL CaTiit C M6 N61V1EDj RAW V, 40L MALREOF LL ABOVE L LBC OP MVL aE OK 42 2x4 LOM W L 42 AFF. 41 2JQ IDM MNL 4r AFF. 44. WIL OFFM MOD RAILIM • 456 FOR A)OMOWL IVIES SM 60VA TNy ON TITLE 9iffT F DETAILS. 4G Wx86•xr ART MGE 4t NORU MAL LAR MF• OUIE 4Q LCK MALL Nr AFF. 4t &F M OMAW ARCH a 814Y TO 6'-b• W Su L.O4 Kw 92k AFF. S. 9O• AFF. cakrti W MAwm wm t&1 MNL OEAI%Pet BlB VM SFM 52 WAW 6ARODN TO o fig fit t iJ W f co c O LM O O LM N N 7 Oy o C 1n J N TFTFTF - Ro R4 CO U3 O a BSB DIS16H b" 61910. 10D 4i 4. BO.1m 8.*Yh .I1r"iw A010CM.M6 f41WUM JD cRim W RTS FLOOR FLAN TRADI MAL ELLVATION MTILLM - RW Lot 139 VA low - Plan 2059 2.1 UW -R TF CRytp6lyy CZ OM1W L Ir -7 I 2' a 621 rr-0' P-61 NB. O CIS. 740' :Y-6' 9-0' 41-51m r I S - 26 1 26 T134126 I 7- N N 41 N I-- Nf') tQ Cafe O Cco N 9M' CLS. O U3, a LQI NHL 'W VY D 6 \ / IGIlh. r- I V I o.•.O 4•C10 SA' 4' vl 7 6'-W 2•2' • B 4W., Pant 4 1. ------ DHL.__ DHG 0. I 4,• flfs. g 1 -Car Garage Fr-4'aAFoyer 4'-4' CIA N o Powder II O I I 1 I I 2 I >? I 5•D' 3-0' 172' 2 22'-W F CO4HRIVV,L GO41'IOIYIHL Main Floo O 2' 4' 6' V• M 6L4 TYPICAL CONSTRUCTION ASSEMBLIES_ A ROOF CAMTRZTIM SImKLE OR C4WjM TILE TCOF 63TYL VARES„ FOR CC"OM OVER i" LA) V i FDOSFI FLOO@6 CH WCRT 4M 4 6ROM FLOOR SEAIM6 Of ROOK TA66M OR ROOK .DWS AS WI® CN STRAMRAL G 0211CIWS Rpm MONOIJMIO COYiEIE SLAB OVB2 VAPOR BkVWL RB$t TO STR.WMAL 8 60E MM ORAM)WA M A ALL 1NODY6 RML CCMLY MIN UIQ M APPIXAEU RES DIEM. B MOW ZTP TO VHt" Af lFAST ONE MNDOH II ALL RiDOMS TO NAVE A CLEAR E6R56 OFDtM OF W S0. FT. AIM M 00*NS t OF WIN H96W AID 20' It N0M Su "FAsa NOT 6N'AT9t NAN 44'ABM FLCM G TYRCAL "WX" WAD HWff. V-01 AFF • 9'-4' RATE 1661f 6NIo) T4• Aff • W-1' FLATS dMW 6") E R Ts n rr.Tur .. . 6 ALL 5116 CAL, AND IF MVIAL BSIEF?37f 1 1•ETa1, ARE 9B.fGt,O s` RHOCATION OW TO FO3D CQDNgb C424IRAC10t TO VERIFY. F.Iy fitDV10E BACK 0f W -T OUNMtS I ORTHt VBR, NICD VB1f,1 EIMST FANS a CaemT106 rem 06TALL Rat LOCAL COOS K DHOWIS ARE TO OE FACE OF 51W, L iuxoALLMMOR PHDIS 6 ALE TO FACE OF 0V OR STWS AMASS OM466SE NOTED. K ALL AWLED PARA W* ARE 45 MMMS ON.E55 OHMS£ NXED. FLOOR PLAN NOTES: ETHE FALONnB KEWTES FaBstE THE SYMBOLS AS SHOW OI FLAW. rJ RAILal611AAOitAL ELAlL6T9t5 TO BE SPACED S LH THAT A 4'519 CANNOT 1 PASS BETYEit 61USTM RALLD MWORALS ARE TO BE Al A 34' IDOIIlH TO 30' ItAGIHt4IB9R AFP, roM REIU66 PHt C.An CODE BE 42 ATAFF.O PT. LOCATi0t6 TO tF AT 4Y IDOMIt AFF. OPT. IVVLMfw - 5EE DOQ Eltt w 64AR-005 2 ALE LF 0V66EM 6NiACf DOOR OI OPBt OPE 1L 6 FRO (= SEC" 30) FOR STAIR Ma SLOPE4. AC6ARA6E BOOR VWPER FOOT TO ARD AA36EAD 6ARA LOCA OBM 5. FROFLACA_AS SWFW BY B LDM 061 t UMMMH1 9AL UARE FOOTAGES nMIIn-MVa0 " 69 24996 2 AL er Floor Plan 4' d V4'- r-0' At 2234 UD' • M1O' Ar 1661 C Traditional Elevation FACTORY BAT RN3LAM SHALL COPLY NM LOCAL COM 6. 294 LDIH NHL 37AFF. 7. SOK W 6AR616E VEADS L PMOSER L RA1KE la eWK TOP IL OVEN M BATOR SPADE B. FANTRY - 0) W a SHMVYS H. R? RSTAL SOK EL 42'X Tr &VZM VM 6. TIED 90M W 61A56 VU0%RE Rat BaDER SPCC, 11. 42•X67 AVD W 9Y X 60' TU%St iM 20. WUet SPACE 2L ORYBL VENT 22. OPTIONAL LA "W SOX 23 PROVIDE NGlCOHYSTIBIP PLAVO144 6"AT9D W ABOVE 6ARW FLOOR FOR aJZTRIO FIATBt MAWL 24. RAW" BOX 25 SIMVOG PER 010 NYM IA ATM ACCESS(22W2.0)O). 2% ATM ACCESS W STAF6(22 VIS64' WjpL 26. 6YPSH WARD OMNS 6M WMOR U j BEVAn0161 r296YP9.M BOARD ARCS M KWWR BEVATIOIEJ 1 90. GMSM BOARD LON HALL.3W AFF. MeWKIFCAP. A SOFPR, It8$t TO EXTHOM BEVATMM 1661115/ ARAIITLUPAL OETALS FOR 1FUM u MMff 96P, S@ lX1ERIOR ELP/A NMP NV1 W ILtOD f/w OR OPIIRUL ItHL PM MM ABOVE 94. FCiCH RAO. SM 9EVATWL M 36586COCICTE SMOP. 96. W BEAK r 31. CPIIMAL WM WMEM 96. OPINNUL (AMTS' 9T OPTIONAL CORS CMM M NOTED MAN 40. LK OF NHL AIPR. 4. LIE OF MHL 03 an 42 20 LRH HALL 4YAFF. 43L 27m LOH MI 4r AFF. 44. 90LOEN7VODRA&M 45, FOR ADDIIIRAL IVIES, SBE 6EIERAL-2ONTIRESIM4OETAIS. 46. W 36'X r ART Hat 41 ICRIIONfAL LAtM7Rf CUTE 46. LOH NAIL Mr AFF. 4L 6,P5M BOARD AWA" 6b' TO W -W UJ 50. LCH KALL 3V APF. I5L37AFF. COINIBt W WW1 ALO HALL CLEAY%PER DAM SPEC, 51 60'XW 6AROB1 n>B c O LM O C, N N Lo titi 0 I-- Nf') tQ O Cco N O U3, a J leo© BSB BES16N m .Wb"gftc= t10 Wb 9 SN 700 r7 Mme•R ft. -4 s 8.9 Ks 4M W"M &M4f1s Al MMM a Moft 6r cum= - FLCM PLAN WMIONN. BPVAUM N3at10D - R*W Lot 140 Redwood - Plan 1943 AM MR Floor b' -'r-3 TYPICAL CONSTRUCTION ASSEMBLIES: A I" CONSTI=TIM 9mt6tE OR 02CMIE TU ROOM (STYLE VAfMrL M COMI W SWAT OVER ROOF AfSHEAIIDK Alm BOOP FRAlm15 iFR STRGURAL. ff E,, fiOORDYa ON 3110- WIIFAE 1 56%eVV ..o RZOR SWATIYK ON MAW MISMS OR BOOR JOISTS A51CI®ON 51TOE11RA1 ORAfQf 4 C, 4S9 dN ARTF aAr1R L111su=T1014 MOImLTMO COxam SUB OVHt VAPOR enuam fEitR TO SnwRRAI. A ALL TmK DRAT KAU ITP. I mals atNl 00 -FLY MM IEOIIM STNmARM GALIMM N LCAJEAR APPLU.AdE RES C46UM A Ma1CW SMO W VMIPV AT LFASI OW IMM M ALL BMW" TO A ffA OPEIM SIOFSa Fid FOM ML OQETEARI OF 24' N WVA9 AND 20' N rV%SILL ME16HF NOF 6MAIM TI AN 44' ABOVE FLOOR C. TYPICAL MOM LEAD WA4ff, 0I0' AFF • VA' PATE IE00 W) T -W /IFP 0 OW PLATE MM117 NNO1 E FI FLIER VAI . eb ALL BFtTRIUL Nm IflAIAIK.AL 60.111TBIT I MM ARF "Z61 TO R80'ATIM LLE 10 FIELD C NDnV N of CO:FPM40R TO VMPY. F. WACo- PROVM BACX DRAFT PAMM 0 DRYER VEM, HOOD VW t E *Mt FAWS. 6. caiD n M FrM5H A61ALL FM LOUD. CGDE R DOtlW6 ARE TO TIE FACE OF STLp, NLD. L. ALL EXTERIOR DnBWG AAP W FACE O - CMI OR ST1WS "M OnEMSE Im12P K ALL M%W PARFITIMS ARE 45 COM435 BIL%OnUMSE I1MW. FLOOR PLAN NOTES: Upper Floor Plan O 7 1. & Traditional Elevation TIE Foul"" L TQFYNM REFIEW" TIE SYTEIOLS AS 514" 01 FLM& I. IFRA A6/6WJWRM SPR VWIEV, ALL P.4&9* / 61WlaRA& BNDSIE6 TO M SPACW SU MAT A i SPI ER2 CAlE10T PA66 BE7F®1 EINLTiIM RAL&WINDRA05 ARE TO OE AT A 34' MAIM W 50' MUMM IE161n AFF, MM RENDS PER LOCAL COOS MM AT 60AWRAL LOCATIO18 TO EE AT 47 MOID4.M AFF. OFF. RAOAI& - SIX DO0J*W CCRR-0IZr 2 LEE OF OVEYBIID 6MVEE DOOR N O°BL FO-WM 5. 0010 M SMT M 310 FOR STAR I=. 4. SOFE 6ARME BOOR TIO' fER FOOT TOWm OVHDEAD 6ARAM OCYR OPBVI& Si Fid AS SWAFED BY MLOEL DSULL FIER FWLFHAIfl9Ei SfCfAFTCATICI& ALL FACTORY BMT fWSLA AS SOLL COFPLY NM LOGAL 0006 6. 2X4 LCM MNL BWAPP. T. SNC W WROME DrfC6RL A D4. ROM I0. COOKIOP L 0431 CL FMI6MTOR SPACE B. PAIIIRY - W Di' D. !#M%ts K fiDFaUL SOY. 6. 42' X TS SARUM M N. TrID S tMM W 6LAW S MM POR ELIIDBi SPFL. Irl 421x00' LIB 14 57 X60'TWV%0Ht FL LMS1 20. MASHER SPACE 2L DIM VBIT 21 OPTMAL. LAMM SIN. 29. PROVIDE HOWCOI-MI E PLAIFOOt ELEVATED W ABOVE 6ARA6E FLOOR FOR ELWTW KAU R IEAIBL 24. HAMMOM 25. %&VDG F9t mRm WWA 2A ATT7. ACOSS (2897 DNO1. 71 ATTIC ACCESS W STAIRS 1`22 V2W- 2Q 6YPSWL ARD OPWIiOW MOMIR 6"ATIOW 2-L &YMH BOARD NOCK ISEX DHBOCR ' 0. V"H BOARD LM MNL, 90' AFF 010WMDFCAP. SL SOFIT, RUM TO WDUR BEVATDOWW IEMM I ARCIOTTSRRAL DETAILS Fit ' FDRAL 92 RANT 9W. SM EXTBOCR-A 51 INLF MNL W FOOD CAP OR OF !K MNL Nnl PALM ABOVE 3l PORCAI RAL. SEE EL VATIM 5S %196• COME STOOP. 36. w OEM 31 OPTIONAL WRIER CAMEM 54 OPIICIM Cmtm LU 51 OPI1016V. COfii3>®CEILDG G6 WT® PLAID 40. LITE OF PWL ABOVE M. LIN: OF MALL RLOFR 42. 2X4 UDI IW2 42'AFF. 43. 270+ UH MNL 42' AFF. 44. 56% OM RAILM 45, FOR AODTMAL WM5 SEM 600M ON nU 51EET 1 OXTAILS, G 46 N' X 56' X 7 ARF IDCAE 47. HORQONIAL LAIMM ONE 4a LAM NAIL N7 AFF. 44 &MM EMARD ARCH 0 MO" TO Nfi' Uj 5a LAM MNL 323' AFF. U. 5O' AFP. C WM W DA6OW. °1nV& MNL MATS PER ROM SPEC 52. 60700' 6AROEN TLB a 0 N 0 O N A 1 CD y' O NCc a in Be Z. ka; BSB DESIGN IO011als X 8dM760 MM IW6v. Fla -03"S II! sS I-1 xOm "h4cm %lWw t D INITAe 31 CHID= .. M" FLAN TRADTIOIW. BNAM R07I000 - man Lot 141 Redwood - Plan 1943 A2.1 UR -R 1 of a jl a 0 N 0 O N A 1 CD y' O NCc a in Be Z. ka; BSB DESIGN IO011als X 8dM760 MM IW6v. Fla -03"S II! sS I-1 xOm "h4cm %lWw t D INITAe 31 CHID= .. M" FLAN TRADTIOIW. BNAM R07I000 - man Lot 141 Redwood - Plan 1943 A2.1 UR -R 1LYI ' g 77-0' L ca*DHALL CC 4 COMt7r.Tw.l C2+VWWL 2z-0• 2• 2P-0• 2 IT.04• w. I 1 JL&:,F Sag IQlit 4 I r o r.6 24LV' I N Bedroom I I I Family I 1 IdI W4L 1311Q' I LOXT9R 196• Cafe l -,' cup! I f r I % 44'CL6. i 1 42' T42' T-0' 34 Y-14115• 4 p D IGtchen` B I07=4az. ant " IT 19 r - Q OXC•T° OHG o Milli 1 i l 66/6c O.E. 1 u ME I 9gOLL. - - Suite 1 7.9• - - Owners LIG J 1 I 1 -Car Garage P11 1 A 1 O 1 Foyer 1 O 1 I lr 1 ' LL6 1 Ili=fI I I 9111111110. I I HWJIUI 74 1 9 p --- 0li - 9 1LYI ' g 77-0' L ca*DHALL CC 4 COMt7r.Tw.l C2+VWWL 2z-0• 2• 2P-0• 2 IT.04• w. I 1 Main Floor Plan , O7 4' 1 1 111W' • 1.4 AT 22.94 mm VD' • FO• AT M01 2 1W 2r -W W..M 6-:05. A A, 77-0- 4 4 COP•K•6IALL COM+OIMALL TYPICAL CONSTRUCTION ASSEMBLIES: wROOF CCISIRM"m m CC VETE TILE ROCP BTri15 SMA 6 A C ROM F AP" ER PLOP IEATNN6 NO RPOF FRANIIa Plot SQUARE FOOTAGES IIOI•AM IOL-TRA.00KII 996 2 Upper Floor Plan O 2' 4' 6- V4' • L W AT 2%M IV WATILn Traditional Elevation STIMARA . L FMW A.0ORD6 ON 5N IC146M 1 6ROOVE Ft" SWA7HM ON R.0OR IMIS S OR R.0CR.M15 AS WW M 5DILGLRAL DRM@Yi& G lGIG11MG CQKFEIE OvHt VAPOR BAMML RSEIt TO ST"RI M 91 6 DRAI,MftTTPM& L M=M %ALL CQ4 .T X111 11Dt14R1 STANDNNS ORLO® M ARLICAHE R1S. LPEtKS LL PGWO4 9FPLIHt TO VER PY AT LPAST QE HDOC I M ALL ®POOPS TO IUW A CLEAR 15614E6 CPS06 CF 53 50 FT. MIM M MWAM O' 24' M Hl16M A1D 20• M MD01 SOL 1E161D NOI GiFA/ER TNAH M' ABOVE FLOCK C. TTFILAL "1DO" WAV Man. N-0' AFP • 4'-4.1TA1X0TEM3M 0) IW AFP • 6••I• FLATE NEkSNt 011101 E F ECTMA ALL 0130RKAL AND MBULV -q EGIMM 1 PET9I5 ARE USMU TO RAOCATION SM TO FMD CODMDWv CQIIRALUR To VERU Y. F. McArdFRPME MCK DRAFT DAM35 • DRY9t VER. MW VENT. A DMA16T FAW. 6. C.13- OS MIEN INSTALL RR LOCAL CODE K 0/436109 ARE TO SE FACE W SW. VX0. L ALL F aUWR DDBI'M ARE TO FACE CF CM OR STW6 MESS OR<380•.f K7115D. K ALL AMSLED PART nOmM ARE 45 DCfidtff5 IHf.56 ORH615E NOTED. FLOOR PLAN NOTES: L TIE FOIMI!* KE MMS RUMM DE SYMDOLS AS 9M ON MANS. L FRAL06/ 6tKQMAIL S FROVDL•D. ALL RAA DO 16MAROM EW [SIM TO M PALED 9" THAT A 4.586E CANNOT PAW SETP®I BALDSIM RAILOWMA RALS ARE TO CE AT A 54' MMKH TO 90• PLAIOPW 1F.t••N APP. MM RflI10i•i F9t LOCAL CODE RALIN6 AT 60ARMAL LCCATIO6 TO Be AT 47MtNDUi AFP. OPT. RALDI& - SM DOCN6IT CM -0125 2. WE Cr- OV6t1EAD 6ARW DOOR IN OPER PONTIOK 3. f2O0 FRC 5156110H 51V FOR STAR REO. 4. SLOE 6ARME Ft" UD• Pet FOOL TowutD osoEAD 6ARA6E DaaR OFMW. s Fit9\ACJ: AS SPECVW LEIL06t INSTALL P9t IWLFACRRM 5POGFKATICK ALL FACTORY MILT FOUL ACAS 9MLL COMY tm LOCAL CODE• 6. DU U" YKI SSA -P. I 9NK W 6ARMA6e DL•W1SPL t PWe 10. COOK TTA L OVEN 12 IATOR PACE. K PANIRY . 0) W P.'.1MVM 14. PEDESTAL 5616 6. 47 x n' 6ARDEN LB b. MW S OM W 6LA56 016 OSM F8t OL.DIit 5PTL R 42 *W TO M Sr x W TIS&VA 2 K 1.009MV15 20. WLSIL9t PACE T. mfm%m 22 OPIIOW. LAUM WK 23. PIWVWE N2KOe61W PLATFOM E EVATM W AW4 6ARW BOOR FOR BFLIMC KATIR WAIM 24. HA160H 15= 21 %MVM FBI LL¢DER SFW5 26. ATIZ AWE% WW). 21 ATTIC AC4E55 W 5TAMfn 14164'tl Z 6TPRM BOARD MOM OM WTSWR HLVATTOW 2% 6YMM WARP ARCH 6M N OOM f_ 6LVATIM 151 3M 6TP3" BOARD LO" HAIL. W AFF. W MF LAP. WM 5L SOiTc RL39t To ExlasfDR eLVATIOb lI• N8WD5 P ATrLllrsnRAL LTETADS FCR ' F11091 52. M.NR *ELF. SME Ex19ilOt BP/A 39. HALF1WlWM-CMLROPf1011AL KALL MIM RAIL ALTOVE. 6t FORCH RAL, SED 8EVAT10tt 5S 36\96• OPCOICREMSTO. 3A "MAK 31 0FnDf44L LFM 609115193% OPTIMIAL4AM 1 , , 34 OPTIMALCOFFBMVC91N51A5N"EI•, RM 40. L DE OF KALL ABOVE 4L LDE OF wtL. W 064 42 2x41.0" MLL 42 AFF. 45. 2x6 LO" MALI 47 AFF. - 44. 568 OF19i HXV RMAI& 41 FOR ADOITIOM TOM SM QMAL WS ON TIRE SM A OETAIL4 466 W x 96• x 7 ART NIDE 41 WRIZ IlAL LAUDitY uLRE 40. LC" MALL .47 AFP. 49. 6YMM MYW AMP 0 VW TO 616- W SM ICH "ALL Wr AFF. 5L 30° AFF.CaUMR W MA60WL T 1 WILL CLEAI%PER MLOM WM 51 60'x60' 6ARM 10 m Sag IQlit Bedroom l -,' cup! p r - Milli i l T u ME Suite Elm - Owners J Ili=fI 9111111110. Main Floor Plan , O7 4' 1 1 111W' • 1.4 AT 22.94 mm VD' • FO• AT M01 2 1W 2r -W W..M 6-:05. A A, 77-0- 4 4 COP•K•6IALL COM+OIMALL TYPICAL CONSTRUCTION ASSEMBLIES: wROOF CCISIRM"m m CC VETE TILE ROCP BTri15 SMA 6 A C ROM F AP" ER PLOP IEATNN6 NO RPOF FRANIIa Plot SQUARE FOOTAGES IIOI•AM IOL-TRA.00KII 996 2 Upper Floor Plan O 2' 4' 6- V4' • L W AT 2%M IV WATILn Traditional Elevation STIMARA . L FMW A.0ORD6 ON 5N IC146M 1 6ROOVE Ft" SWA7HM ON R.0OR IMIS S OR R.0CR.M15 AS WW M 5DILGLRAL DRM@Yi& G lGIG11MG CQKFEIE OvHt VAPOR BAMML RSEIt TO ST"RI M 91 6 DRAI,MftTTPM& L M=M %ALL CQ4 .T X111 11Dt14R1 STANDNNS ORLO® M ARLICAHE R1S. LPEtKS LL PGWO4 9FPLIHt TO VER PY AT LPAST QE HDOC I M ALL ®POOPS TO IUW A CLEAR 15614E6 CPS06 CF 53 50 FT. MIM M MWAM O' 24' M Hl16M A1D 20• M MD01 SOL 1E161D NOI GiFA/ER TNAH M' ABOVE FLOCK C. TTFILAL "1DO" WAV Man. N-0' AFP • 4'-4.1TA1X0TEM3M0) IW AFP • 6••I• FLATE NEkSNt 011101 E F ECTMA ALL 0130RKAL AND MBULV -q EGIMM 1 PET9I5 ARE USMU TO RAOCATION SM TO FMD CODMDWv CQIIRALUR To VERU Y. F. McArdFRPME MCK DRAFT DAM35 • DRY9t VER. MW VENT. A DMA16T FAW. 6. C.13- OS MIEN INSTALL RR LOCAL CODE K 0/436109 ARE TO SE FACE W SW. VX0. L ALL F aUWR DDBI'M ARE TO FACE CF CM OR STW6 MESS OR<380•.f K7115D. K ALL AMSLED PART nOmM ARE 45 DCfidtff5 IHf.56 ORH615E NOTED. FLOOR PLAN NOTES: L TIE FOIMI!* KE MMS RUMM DE SYMDOLS AS 9M ON MANS. L FRAL06/ 6tKQMAIL S FROVDL•D. ALL RAA DO 16MAROM EW [SIM TO M PALED 9" THAT A 4.586E CANNOT PAW SETP®I BALDSIM RAILOWMA RALS ARE TO CE AT A 54' MMKH TO 90• PLAIOPW 1F.t••N APP. MM RflI10i•i F9t LOCAL CODE RALIN6 AT 60ARMAL LCCATIO6 TO Be AT 47MtNDUi AFP. OPT. RALDI& - SM DOCN6IT CM -0125 2. WE Cr- OV6t1EAD 6ARW DOOR IN OPER PONTIOK 3. f2O0 FRC 5156110H 51V FOR STAR REO. 4. SLOE 6ARME Ft" UD• Pet FOOL TowutD osoEAD 6ARA6E DaaR OFMW. s Fit9\ACJ: AS SPECVW LEIL06t INSTALL P9t IWLFACRRM 5POGFKATICK ALL FACTORY MILT FOUL ACAS 9MLL COMY tm LOCAL CODE• 6. DU U" YKI SSA -P. I 9NK W 6ARMA6e DL•W1SPL t PWe 10. COOK TTA L OVEN 12 IATOR PACE. K PANIRY . 0) W P.'.1MVM 14. PEDESTAL 5616 6. 47 x n' 6ARDEN LB b. MW S OM W 6LA56 016 OSM F8t OL.DIit 5PTL R 42 *W TO M Sr x W TIS&VA 2 K 1.009MV15 20. WLSIL9t PACE T. mfm%m 22 OPIIOW. LAUM WK 23. PIWVWE N2KOe61W PLATFOM E EVATM W AW4 6ARW BOOR FOR BFLIMC KATIR WAIM 24. HA160H 15= 21 %MVM FBI LL¢DER SFW5 26. ATIZ AWE% WW). 21 ATTIC AC4E55 W 5TAMfn 14164'tl Z 6TPRM BOARD MOM OM WTSWR HLVATTOW 2% 6YMM WARP ARCH 6M N OOM f_ 6LVATIM 151 3M 6TP3" BOARD LO" HAIL. W AFF. W MF LAP. WM 5L SOiTc RL39t To ExlasfDR eLVATIOb lI• N8WD5 P ATrLllrsnRAL LTETADS FCR ' F11091 52. M.NR *ELF. SME Ex19ilOt BP/A 39. HALF1WlWM-CMLROPf1011AL KALL MIM RAIL ALTOVE. 6t FORCH RAL, SED 8EVAT10tt 5S 36\96• OPCOICREMSTO. 3A "MAK 31 0FnDf44L LFM 609115193% OPTIMIAL4AM 1 , , 34 OPTIMALCOFFBMVC91N51A5N"EI•, RM 40. L DE OF KALL ABOVE 4L LDE OF wtL. W 064 42 2x41.0" MLL 42 AFF. 45. 2x6 LO" MALI 47 AFF. - 44. 568 OF19i HXV RMAI& 41 FOR ADOITIOM TOM SM QMAL WS ON TIRE SM A OETAIL4 466 W x 96• x 7 ART NIDE 41 WRIZ IlAL LAUDitY uLRE 40. LC" MALL .47 AFP. 49. 6YMM MYW AMP 0 VW TO 616- W SM ICH "ALL Wr AFF. 5L 30° AFF.CaUMR W MA60WL T 1 WILL CLEAI%PER MLOM WM 51 60'x60' 6ARM 10 m Sag IQlit c 0 LM Oo N N Lu 7 ti 0 t JLLccp To Cc p C r BSB DESIiN r Tt.W4Mllpimi IODNYeA& OM b'Nlq H.-b..AiLW 34FA 813POS 4101 imm o ,"a PACU®[ .D MIAAA OT CHICNIA - TUM RCOt ANN 1RADI1I0l1AL ELEVATICM URCH - Len Lot 142 Birch - Plan 1832 A2.1 U B -L Main Floor Plan O 2' 4• e• W' • 1'C AT 2204 W = W AT ILd7 TYPICAL CONSTRUCTION ASSEMBLIES: AA" COISIMCIM 6NLLUE oR tar3 TE TILE TmoF (5T7tE www,., p ,, ` vARe, H'B2 ealoiaTY S Ly orae RroFcaoilret+u 27-0 carT4l W1 y 3 r + STTIMIMA . 21,W 21L Ek EM" FRME R t4M IOOOF RN1.16 PBI FMSH FL OOPM6011'3/4• YOWAE 1 6ROOVE ate• w PRIWM F161 A rr i O D 13 T'A- i t r. VSffAREES 624 ane LB22 254 66 102 OCTAL Upper Floor Plan O 7 4- D• V4' • I•-0' AT 2204 Traditional Elevation FLOCK 51"WHO ON FLOOR 11a56f5 OR DaA mrss. FLOOR 106T5 AS MED ON STTTXMAL C, T4OLX.11LL0 cONGETE SLAB OVM VAPOR BAIWWL JMFW TO SMInRAL. BN61om" DPA W$51 TTP. A. ALL M=HSS OWL C*K'f MN 1WRU4 STANDARDS OUM ED N AFFUCABP RLS QfZM B MCCH WFLM TO VIMFY At LEAST of MIDOH N ALL =900o 5 TO HAVE A CLEAR EdfMSS CFO" OF M SO. FT. HITN MN. DIM &M OF K• N MW AD 20• N ODM SIL MWIT HOT 6IFAnR TWA 4f "A FLOCK C. TMAL MMOH NERD 186HT. 6d' AFP .14' RATE IE*HT IIROJ T4' AFP 6.4' RATE IEMOT OMOJ E gMTRWWl AND FECRAW4& 6CLUVE R F HETM ARE S IBRU TO IELOCAMN OLE 10 FED COIL"XM CdARAWOR TO VERFr. P. wpeaPROVDE BACK DRAT DABS. DRYM VW, KOOD VBTL I E*MT FNS 6 C8•HIITITICM FI®1 NSTALL Plat LOCAL CODEE, R DIKILAM ARE TO THE FACE OF SND, UHO. L ALL EXTSUOR M36ONS APE TO FACE OF CFD OR 6TLDS nm 0RH049E Hm. K ALL NW.® PAann016 ARE 45 VBSRMS 0II6 One"SE IDI®. FLOOR PLAN NOTES: ETIE raiDleo renim IO43mu TIE SYM015 AS smw ON FLAKS L F RAINS / aWaaw 6 FLt vm ALL RAMMS / 6LVJWPAL BAtI61BM TO BE SPAUD 51" THAT AC SPI (.%VM PAS6 BfBEmI BALLb7BL4 RALDMfVI 4CFAL6 ARE TO BE AT A 94• PaRN TO 9D• KVDW Kwa AFF."TN REARS FIR LOCAL CODE RALM AT ' 6tVJWPAL LOCATIONS TO BE AT 42• MOIL" AFP. DPT. RAU*. - SM D=Mff cm -Ow 2 LIE OF OVEREA0 6ARA6E DOOR N OPBI FORTIM 9. (MO FRO SFCTW 510 FOR STAIR WA 4. SLOPE 6ARASE FLOM w' Het FOOT TOWJW OVEMEAD 6AR016E DOOR OPBW6. 5. 1#LACA A6 SfEORED Bf BILDBL 06TALL FOR IWIPAOrdM YWF"TTONS ALL FACTORY BIT FIMLKES SIWl 0014 LY PM LOCAL C 0M 6. 2X4 LOM KALL BO•AFP. 7. SDK W 6ARB46E DEPOSAL 6. DLATIIA%M L PAW 10. COOK TLP IL OVER CL IIBRMATOa SPACL B. PANTRY - A; w 0.51 14. FEMIx SMO LS 42'X 12. 6A PM TWO 16 TLEP SPUM W 6tASS MCLO IM Mgt DJILM SPEC. M 42140• TLB I& 9rX60•neec"m w LMS MVM 20. W&M SPACE 2L DRrTHt VENT 22. OFTOIAL L MM MK 23. PROVIDE NON•COIM6iHE FLAMM B.LYAM W ABOVE 6ARAM FLOOR FOR BFCTWO HAM WA79C 24. MISCN BOX 25. S1EL YM PM OURLM SPEC& 2L AM AUM (2A02• MAL 21 ATTIC MG756 W STAIRS (22 M64• U 26. 6YF'r!N BATID OPB.K em I SWR HEYATIOW 201. 6YPM4 WAIRD AWA (W MMWR F"ATIOW ft 6YP" BMW NLN PALL W, AFF.'Li W MF CAP. 31. sa"tRB;3t TO BMW= MWAncta 1F H96M A AIYJOTEGYtx DETAILS FORFGrA1 92. K" sw.56E EXIBOOt EIEVA 93. HALF HAL W K•100 CiLP OR OPIMIAL HALL MIN RALIK ABOVE 3C FOWN RAL. SM BPVATIM S '36106' Cal'4ZElE STOOP. 3. "BEAN 9t OPnom um CABIEM 9& OPTIONAL CABbM LU ft MOM C4PTi3tED 09M (A6 NOT®j) FLA* V, 40. LDE OF WALL ABOVE 4L WE OF MALL MOK 42 2)C4 Lai HAIL 4rAFF. 43. 2X6 tail /Illi 42' AFF. 44. MA OPEN MOO RALNS 45. FOR ADDITOOL NOTES SEE 60ERAL NEOHTIMEam1DETAILSo 46. 16• X 96• X r ART HM 41 HMVMAL LAULTRI' CAne cc 4A LCH NALL 04r AFF. 401 67P9.N BARD ARLO a &-a TD d•6• UJ 50. LCN HALL 92;' AFF. 51. 30' AFP. C IJM W M-60 W. SVPOMI KALL C4EA74 Fm NLLDHt wm 52 60•X60' 6AFIDB1 TLB O Lan i U) LM O o o CD Y• 7-6' •1 S -D' 4' -5- N rz 6 OfN M 26 x 26TBP. J. C d Famil : I i 14'CL6. INOH WLL H41lY O 0 Cafe 3' T -V 7 7'• i Kltdlen 14' LL6 h h Pant I • 44' i q Q Po r O.E. 2I 5L S'4• 1 y. 2 a M 1 -Car Garage FoyerI-iS I I I I tWBP I I I I I N 4 evnL6o N Porch 47• S -S' 7.7• Nd b'-4• 540' h h 04 Main Floor Plan O 2' 4• e• W' • 1'C AT 2204 W = W AT ILd7 TYPICAL CONSTRUCTION ASSEMBLIES: AA" COISIMCIM 6NLLUE oR tar3 TE TILE TmoF (5T7tE www,., p ,, ` vARe, H'B2 ealoiaTY S Ly orae RroFcaoilret+u 27-0 carT4l W1 y 3 r + STTIMIMA . 21,W 21L Ek EM" FRME R t4M IOOOF RN1.16 PBI FMSH FL OOPM6011'3/4• YOWAE 1 6ROOVE ate• w PRIWM F161 A rr i O D 13 T'A- i t r. VSffAREES 624 ane LB22 254 66 102 OCTAL Upper Floor Plan O 7 4- D• V4' • I•-0' AT 2204 Traditional Elevation FLOCK 51"WHO ON FLOOR 11a56f5 OR DaA mrss. FLOOR 106T5 AS MED ON STTTXMAL C, T4OLX.11LL0 cONGETE SLAB OVM VAPOR BAIWWL JMFW TO SMInRAL. BN61om" DPA W$51 TTP. A. ALL M=HSS OWL C*K'f MN 1WRU4 STANDARDS OUM ED N AFFUCABP RLS QfZM B MCCH WFLM TO VIMFY At LEAST of MIDOH N ALL =900o 5 TO HAVE A CLEAR EdfMSS CFO" OF M SO. FT. HITN MN. DIM &M OF K• N MW AD 20• N ODM SIL MWIT HOT 6IFAnR TWA 4f "A FLOCK C. TMAL MMOH NERD 186HT. 6d' AFP .14' RATE IE*HT IIROJ T4' AFP 6.4' RATE IEMOT OMOJ E gMTRWWl AND FECRAW4& 6CLUVE R F HETM ARE S IBRU TO IELOCAMN OLE 10 FED COIL"XM CdARAWOR TO VERFr. P. wpea PROVDE BACK DRAT DABS. DRYM VW, KOOD VBTL I E*MT FNS 6 C8•HIITITICM FI®1 NSTALL Plat LOCAL CODEE, R DIKILAM ARE TO THE FACE OF SND, UHO. L ALL EXTSUOR M36ONS APE TO FACE OF CFD OR 6TLDS nm 0RH049E Hm. K ALL NW.® PAann016 ARE 45 VBSRMS 0II6 One"SE IDI®. FLOOR PLAN NOTES: ETIE raiDleo renim IO43mu TIE SYM015 AS smw ON FLAKS L F RAINS / aWaaw 6 FLt vm ALL RAMMS / 6LVJWPAL BAtI61BM TO BE SPAUD 51" THAT AC SPI (.%VM PAS6 BfBEmI BALLb7BL4 RALDMfVI 4CFAL6 ARE TO BE AT A 94• PaRN TO 9D• KVDW Kwa AFF."TN REARS FIR LOCAL CODE RALM AT ' 6tVJWPAL LOCATIONS TO BE AT 42• MOIL" AFP. DPT. RAU*. - SM D=Mff cm -Ow 2 LIE OF OVEREA0 6ARA6E DOOR N OPBI FORTIM 9. (MO FRO SFCTW 510 FOR STAIR WA 4. SLOPE 6ARASE FLOM w' Het FOOT TOWJW OVEMEAD 6AR016E DOOR OPBW6. 5. 1#LACA A6 SfEORED Bf BILDBL 06TALL FOR IWIPAOrdM YWF"TTONS ALL FACTORY BIT FIMLKES SIWl 0014 LY PM LOCAL C 0M 6. 2X4 LOM KALL BO•AFP. 7. SDK W 6ARB46E DEPOSAL 6. DLATIIA%M L PAW 10. COOK TLP IL OVER CL IIBRMATOa SPACL B. PANTRY - A; w 0.51 14. FEMIx SMO LS 42'X 12. 6A PM TWO 16 TLEP SPUM W 6tASS MCLO IM Mgt DJILM SPEC. M 42140• TLB I& 9rX60•neec"m w LMS MVM 20. W&M SPACE 2L DRrTHt VENT 22. OFTOIAL L MM MK 23. PROVIDE NON•COIM6iHE FLAMM B.LYAM W ABOVE 6ARAM FLOOR FOR BFCTWO HAM WA79C 24. MISCN BOX 25. S1EL YM PM OURLM SPEC& 2L AM AUM (2A02• MAL 21 ATTIC MG756 W STAIRS (22 M64• U 26. 6YF'r!N BATID OPB.K em I SWR HEYATIOW 201. 6YPM4 WAIRD AWA (W MMWR F"ATIOW ft 6YP" BMW NLN PALL W, AFF.'Li W MF CAP. 31. sa"tRB;3t TO BMW= MWAncta 1F H96M A AIYJOTEGYtx DETAILS FORFGrA1 92. K" sw.56E EXIBOOt EIEVA 93. HALF HAL W K•100 CiLP OR OPIMIAL HALL MIN RALIK ABOVE 3C FOWN RAL. SM BPVATIM S '36106' Cal'4ZElE STOOP. 3. "BEAN 9t OPnom um CABIEM 9& OPTIONAL CABbM LU ft MOM C4PTi3tED 09M (A6 NOT®j) FLA* V, 40. LDE OF WALL ABOVE 4L WE OF MALL MOK 42 2)C4 Lai HAIL 4rAFF. 43. 2X6 tail /Illi 42' AFF. 44. MA OPEN MOO RALNS 45. FOR ADDITOOL NOTES SEE 60ERAL NEOHTIMEam1DETAILSo 46. 16• X 96• X r ART HM 41 HMVMAL LAULTRI' CAne cc 4A LCH NALL 04r AFF. 401 67P9.N BARD ARLO a &-a TD d•6• UJ 50. LCN HALL 92;' AFF. 51. 30' AFP. C IJM W M-60 W. SVPOMI KALL C4EA74 Fm NLLDHt wm 52 60•X60' 6AFIDB1 TLB C O U) LM O o CD C-4 N rz 6 OfN M co tQ JLL Q C dLo C O U) LM O o CD C-4 N rz O OfN M co tQ JLL Q C dLo BSB DES16N p .616.etlWn 100m.h" &ft2* 511.TlmN .FTpwum 8132"4m AOR@O.A" NO110t A DIVIM 6T CMECM - M" RDOR FLAT - N TRADITI01W. B"A" LTNKA - muff Lot 143 Birch - Plan 1832 2.1 UB -R T o I-, Floor Plan W' • W AT 2204 VO' • Y -O' AT 1107 tO01P01N1 •" '+ p ?a/, COI410WiAlL I C 92r -W I r 2r -W 41 i r•2 T 3'-3' 9'-T 3'•7' I1W out-- zo Owners Sulfe I ;^ 4-0' TRAr I I z'$i s•' Io•'O• s-0 L- J F 0 I )400 Laundry SORwnteL,rs E L_Cea CAL. 7066 R F 2W - - a a w Bedroom 2 0'•S'ppp lF 3 7'-r T-0' F r tBedroom3 2 i S=T 441' 64• 6'' 2r -W 2' jZ - t -- L s SQUARE FOOTAGES REOALOD•MN IfD•1MOIIgIUI N 044 1034 AL 24496 02 ITUFAL 1 7720 Upper Floor Plan O 2- 4' D' rW AT 2204 VO' • F4' AT 16d1 Ad7 22-V L4144CIML C00W aM Traditional Elevation TYPICAL CONSTRUCTION ASSEMBLIES: A 5111DdE OR CONLFETE Yof Two 15TYLE VARA FM COMUM WMV OVIR R" SN I1LI15 AtD ROQ fRA14t5 FBt rMcpm slratnTrAl LL f065N ROOPM CH W4' TOW51E / 6RAOVE ROOK SIEAINM6 ON ROOK IAWE5 OR ROM .MISTS AS MMED ON STTtUC11RAL PRkK*S, G SMETIM M2 OCHRE COm-M SUB Ov61 VATM DAMM PUM TO STILGILRAL 0611MMfi ORAMW/A TIP. MDOIB SINLL CO'PLY NIN M KH STNUAF05 CVILII®M APFUCAE E RES. CIECM TL MOM 5 IMM W VTi71 T AT LEAST PIE MVOH M ALL BROOM TO ILAVE A CLEAR F 4M OPBORS OF S.l SCL FT. NTN MK PIMNS N OF 24' M M3W AIV 20' M Km SNL WOU NOT 6iEATTit TWX W ASWE FLOOR C, TTPICAL MOM HEW 11SUM 0'-O' AFP a 4'-4' RATE IEMW 11110) 1W' APP o 04' FLATE MUTT (OAD) E. a fiu ra ILL MM0PKAL AND 1ECPAW-AL EAMHO 4 FEFU5 AN SDIFLT TO IELOCATIOR LTE TO FAD COJOmOWA C01ITW41 R TO WRM. F. M&& PROVDE OACK MMT O MM a PWM VM MOD VW, 1 EJOW16T FNB. a CB13RIRO3 FDM RWTALL FIR LOCAL OODL' R LxrEWMIS ARE TO TIE FACE OF STD, Vito. L. ALL OnflaM oDE16IO6 ARE TO FACE OF Cm OR SUDS U gSS OR6006E 1L27M WALL AWLED PAMMS ARE 45 OE6REE5 tMM Oi D"W 1101®. FLOOR PLAN NOTES: ETIE Fp1O01610°H70IE5 MMU TIE 50S AS WCMi CH FLNG L F RAA f* 16UIRDRAL IS, FItWDEP. ALL PAU* 16tkNWW I MISTERS TO ff SPACEP SIGH TINT A 4' SM CNMOT PASS WHEN BASTEM RALMGAIAWRARS AIM TOE AT A 94' MMHM TO 9Y IMNMM MEW AFP. Mn RETLIMS PER LOCAL LODE MM AT 60JWPAL LOOATIpB TO LP AT 47 IMM24 AfF. MY. RAL16. - SEE VCaM f M-025 2 LITE OF OAMAD 6A9AW POOR M OM FOSITICK MOO FRC SECTION 9W FOR START REO. 4. SLOFE 6ARA6E BOOR UO' FER FOOT TOWYD Ovf10EAD 6AR W ODOR OE106 A I'MMACIE, AS SMiXW BY VALPM DOM Flit FIANFACMERS WECRCATICHA ALL FACTORY BAT RIStKIS 51WL CORY PITH LOON. Coag 6. 774 LCH NALL 300APP. 1 SING W AWOWE DrAVSAL a D&MAS IM t RML'E AD. Cmc TOP L OAN 12 R01061R ORS WE 9L FARM -0)WD. SMVES M. F616TAL SM 5. 42* x 7r 6AFM TLD W TEEDSO MW6LA5S812XYa PER BRL9i'% It 42*XW 110 I& 92' x 60' 110 c"m N. UW" SHELVES 20. W6KR SPACE 71. PRRK YEW 22. OPIW W. LANDRY %K 23. T R"VE 110N-0O95TNLE F AWO44 ELWATLD I6' AWVE 6ARA6E MOOR FOR MMIC, MAIER WATM 24. WWI DOc 29 gaYM6 PER BLOW YfCB 26. AT11C ALCE55 VaW2' WWJ. 71. AM ACCF56 W STAMS O2 V2164' U){OA. 206 6M" O WtD MEMS Off WKWOR U j HLYA110W 24 61T 7M DOARP NOON 1$ R11M R _ ELEVATICIPW u 30. 6YPRE4 DOWN Lag KMT. SW AFP.'"'G W TDF W. 9L 50M. Tom TO ERT9t10R L3LVAlWfJ" H06MIS 4 ARCl/TECIIRAL PETALS FOR T4oM 92 RANT BELE. SEE DOHtbR HLVA 3L RNF ALL W NX LAP OR 6PRONN. NNL NTN RALM6 ADO 94. PORCH RML.•$' S"A1101t 95. 96196' COK4ETE STOOP. Sri. 64 ENL 91. cpROIIAL USER 4ACRE15, 96. LPLIOIW. U107E7S LU A NROWL Comm CAAK (A41L)ItD RAIU 40. LEE OF KOLL ADD& 41 LK OP mm MIM 42. 2x4 LO4 HALL 4rAPF. 43. 20 LOH ML 4r AFF. In• 44. 967t OM MOD RNJNSI 4S FCR ADDIIIOM IVM SEE 681RUL OR TRE SHEET 4 DETAILS, 4a Wx 56'x r ART We 41. PAVOTAL L qMW CME 49L LOA IA1L .47' AFP. 44. 6YP" WARD ARCM 0 &-a TO "' Uj 50. LCM NNL Wt AfP. A SW AFF. COIR6t W WKOUL WTO 1 1 HALL CLEATSI TOT RU ESt WW 52. 6O)6O.6 FM TO BSB 1c0M nk&499 s•t.ar Kt. FYY9104S 19 m me 0WI OIL MUM A 9ln.lr er Comm - FLOOR PLAN 11VO110 M ELWATION FMMVOD - LEFT Lot 144 Redwood - Plan 1943 A2.1 UR -L t 2 0 6 BSB 1c0M nk&499 s•t.ar Kt. FYY9104S 19 m me 0WI OIL MUM A 9ln.lr er Comm - FLOOR PLAN 11VO110 M ELWATION FMMVOD - LEFT Lot 144 Redwood - Plan 1943 A2.1 UR -L Floor LW • r-0' AT 22,34 I 4 COM40t84ALL .,, i I TYPICAL CONSTRUCTION ASSEMBLIES: Fy '' ROOF CIONSOWTIM 5101GLE OR COY.FEIE TU ROOF 6M.E VARIM PM CO +UW SF" MM ROOF SIEATIR16 AND ROOF FRAMN6 FFR SD3GIVRAL SQUARE FOOTAGES F 69SAI249 56102 I.M! Upper Floor Plan O 2- 4' a' 4 • ISM UB' • r -W AT Itdl DDI4 Traditional Elevation IF RMLLK / ObYWO IL B FROMM. ALL RAU* /& ARDRML SALISTIM TO BE SPACJD 9" MAT A 4' 5M CANNOT PASS BETKM dNlf n t5, RANlG,M4DRAI5 ARE TO EE AT A 94' MOCH TO SD' MA10L4 WHISM AFF. MLN REa1LlS Pit LOGY. CODE ROOM AT WWRAIL LOCATIONS W BE AT 42'M MU4 AFF.OPT. PALM - SEE DOaHM cm -cm LLE OF OVOMAD 6ARME DOOR IN REN F03TL K 1200 FRG SECTION Mu FOR STAIR ma SLOPE MtACE POOR UD' PER POOP TOVM OVMIDD 6ARA DOM CRDISMS MIN LOOAL COM 6. 21M WIT W4150'APE. 7. SINK W 6A6WME CRSPGSAL 0. 01510 51t3t 4 RAW9 I& COM lop IL OVEN 12. R6RY5MATOR SPACE. a PANIRT-00w D.S VLVM N. PIEMTAL $IDC M 47 x 12.6AFM TUB la TLw9VmRw6U6fisUO%Rt PR Slam SPEC. M 42'360 TLB I& 52' X 6O' 2Vr5NOI*R n LM SM Y 5 20. iV&M SPACE 21• MILK V5R 21 DPTIaw. LANDRT SCLC 21 FROVIM NOWC.AIMSTIM FIATFORM B1VAIM ID' ABOVE &WMk FLOOR FOR B.BOTRIC 14ATM MUM 24. NVISQI BON 75. SRavm I$t LTALDER SFEC/S 2A ATTIC A"M (22502' URO1 MZMAuA y21. TTIC W STAIRS M V2551' W26. 6"-M SaF" 0026 6a MINOR M"At10N.S1 r2V. 6YP5MN BOAR AR04 M INTERIM MWATWW 90. M9'PSIM BOARD ICM W" SW AAF. 4110w11" CAP. SL SOFFIT, RUM W EXTBU R BWM O q;M N761R5 6 ARCILTEOTLRM. MTALS TOR FLIER 51 RANT SHF, SIF WMR EIP A M NOIF NAL. W MOOD CAP OR OPIIdW. N4& MLI RALM ABOVE. 94. PORCH RML. SM BEVATWL 33. 365A6' 0OWISM72 St". 96, "BEAK 31. OPRANL IFS CMWM SA OPDANL C.-Sa- A LU 54 OPTIONAL C40FFEM CALM IAS NOW RAq V, 40. LLE OF MY& ABOVE 41. LLE OF NAIL LLi w 41 2%4 ICN KAIJ. 47APF. 43. 2X6 LOM INLL 42' AFF. M. 5674 OPEN HOOD RAU& 1 4S. FOR ADDITIOML (CIES SIF 600MLam. ONTITLE SI I DETAL& G 46. 10' x 96'X 2' ART WOE 47. HORIZONTAL LAILDRT CWrE cc 46. LONIWL H2' AFF. 49. 6YV9M BOAR k" L V-0- TO 61W Uj So. LOM LULL 321' A.F.F. 54 90 AFF. COMM W MMONAL SFPOQ.4 INLL aEAM PER ULLM YES.. 52. 60x60' 6ARDM 70 LII& NNOOM SWLL CO -FLY MDI MWX M STANDARDS OUFLNW N a" 51EA11016 ONa" 1IMM OR q R WCOM 9FFLM TO VBtFY AT LEAST FWOR.MTS, AS NNW ON SMICUNM. 41 '- ,1•tj DRAKMS, C, Hama IWOLIIILG CONCIt1E UMOV9t VAFOR1q@lfiF tN6LRANroN65RIG1IWAI SQUARE FOOTAGES F 69SAI249 56102 I.M! Upper Floor Plan O 2- 4' a' 4 • ISM UB' • r -W AT Itdl DDI4 Traditional Elevation IF RMLLK / ObYWO IL B FROMM. ALL RAU* /& ARDRML SALISTIM TO BE SPACJD 9" MAT A 4' 5M CANNOT PASS BETKM dNlf n t5, RANlG,M4DRAI5 ARE TO EE AT A 94' MOCH TO SD' MA10L4 WHISM AFF. MLN REa1LlS Pit LOGY. CODE ROOM AT WWRAIL LOCATIONS W BE AT 42'M MU4 AFF.OPT. PALM - SEE DOaHM cm -cm LLE OF OVOMAD 6ARME DOOR IN REN F03TL K 1200 FRG SECTION Mu FOR STAIR ma SLOPE MtACE POOR UD' PER POOP TOVM OVMIDD 6ARA DOM CRDISMS MIN LOOAL COM 6. 21M WIT W4150'APE. 7. SINK W 6A6WME CRSPGSAL 0. 01510 51t3t 4 RAW9 I& COM lop IL OVEN 12. R6RY5MATOR SPACE. a PANIRT-00w D.S VLVM N. PIEMTAL $IDC M 47 x 12.6AFM TUB la TLw9VmRw6U6fisUO%Rt PR Slam SPEC. M 42'360 TLB I& 52' X 6O' 2Vr5NOI*R n LM SM Y 5 20. iV&M SPACE 21• MILK V5R 21 DPTIaw. LANDRT SCLC 21 FROVIM NOWC.AIMSTIM FIATFORM B1VAIM ID' ABOVE &WMk FLOOR FOR B.BOTRIC 14ATM MUM 24. NVISQI BON 75. SRavm I$t LTALDER SFEC/S 2A ATTIC A"M (22502' URO1 MZM AuA y21. TTIC W STAIRS M V2551' W26. 6"-M SaF" 0026 6a MINOR M"At10N.S1 r2V. 6YP5MN BOAR AR04 M INTERIM MWATWW 90. M9'PSIM BOARD ICM W" SW AAF. 4110w11" CAP. SL SOFFIT, RUM W EXTBU R BWM O q;M N761R5 6 ARCILTEOTLRM. MTALS TOR FLIER 51 RANT SHF, SIF WMR EIP A M NOIF NAL. W MOOD CAP OR OPIIdW. N4& MLI RALM ABOVE. 94. PORCH RML. SM BEVATWL 33. 365A6' 0OWISM72 St". 96, "BEAK 31. OPRANL IFS CMWM SA OPDANL C.-Sa- A LU 54 OPTIONAL C40FFEM CALM IAS NOW RAq V, 40. LLE OF MY& ABOVE 41. LLE OF NAIL LLi w 41 2%4 ICN KAIJ. 47APF. 43. 2X6 LOM INLL 42' AFF. M. 5674 OPEN HOOD RAU& 1 4S. FOR ADDITIOML (CIES SIF 600MLam. ONTITLE SI I DETAL& G 46. 10' x 96'X 2' ART WOE 47. HORIZONTAL LAILDRT CWrE cc 46. LONIWL H2' AFF. 49. 6YV9M BOAR k" L V-0- TO 61W Uj So. LOM LULL 321' A.F.F. 54 90 AFF. COMM W MMONAL SFPOQ.4 INLL aEAM PER ULLM YES.. 52. 60x60' 6ARDM 70 LII& NNOOM SWLL CO -FLY MDI MWX M STANDARDS OUFLNW N AFF& CAM RES CMXM R WCOM 9FFLM TO VBtFY AT LEAST ONE MNOON N ALL 0WROGS TO NAVE A CLVA EM -6 ROOK OF ST Sa FT. NDN NN Dmew CF 24' N ILi04D AND T kJ 20IN Nm%S&L WVAU NOT 6T TIR TWO 44'ABOVE FLOOR. Ly(:/ G TIMAI. WAX" WAD IL3m, W-01 AFF 41' FTATE H96M &NO) T-0' AFF o OW RATE WbK OW) Lpw.Tn y. ALL MEC RI AL AID I4•.i.4lAlOfi11. SaIFI- D 4 MM ARE StSJ%T TO R&MATIAI 0.E TO FBD COICTDom CONTRACTOR 70 VERIFY. F.I FROVI PFL2V1[L: 6KK IXUFT DAIf65 O DINT13t VBIT. ICOR VBff, 0 DOWST FMCS. 6. CN3ENDTW15 FOWN INSTALL F9t LOCAL COOL N DIM36M AMC TO THE FACE OF STIR, URO. L ALL DCWWRDM WS ARE TO FACE OF CtV OR STWS AM OR6> M NOTED H ALL AW ED PARTITWG ADE 45 CSSMMS NN.ESS ontmw ICI®. FLOOR PLAN NOTES: rOUCTOIS mwm RL7ET u TIEDTIE SYMBOLS A6 900141 4MM,46 SQUARE FOOTAGES F 69SAI249 56102 I.M! Upper Floor Plan O 2- 4' a' 4 • ISM UB' • r -W AT Itdl DDI4 Traditional Elevation IF RMLLK / ObYWO IL B FROMM. ALL RAU* /& ARDRML SALISTIM TO BE SPACJD 9" MAT A 4' 5M CANNOT PASS BETKM dNlf n t5, RANlG,M4DRAI5 ARE TO EE AT A 94' MOCH TO SD' MA10L4 WHISM AFF. MLN REa1LlS Pit LOGY. CODE ROOM AT WWRAIL LOCATIONS W BE AT 42'M MU4 AFF.OPT. PALM - SEE DOaHM cm -cm LLE OF OVOMAD 6ARME DOOR IN REN F03TL K 1200 FRG SECTION Mu FOR STAIR ma SLOPE MtACE POOR UD' PER POOP TOVM OVMIDD 6ARA DOM CRDISMS MIN LOOAL COM 6. 21M WIT W4150'APE. 7. SINK W 6A6WME CRSPGSAL 0. 01510 51t3t 4 RAW9 I& COM lop IL OVEN 12. R6RY5MATOR SPACE. a PANIRT-00w D.S VLVM N. PIEMTAL $IDC M 47 x 12.6AFM TUB la TLw9VmRw6U6fisUO%Rt PR Slam SPEC. M 42'360 TLB I& 52' X 6O' 2Vr5NOI*R n LM SM Y 5 20. iV&M SPACE 21• MILK V5R 21 DPTIaw. LANDRT SCLC 21 FROVIM NOWC.AIMSTIM FIATFORM B1VAIM ID' ABOVE &WMk FLOOR FOR B.BOTRIC 14ATM MUM 24. NVISQI BON 75. SRavm I$t LTALDER SFEC/S 2A ATTIC A"M (22502' URO1 MZMAuA y21. TTIC W STAIRS M V2551' W26. 6"-M SaF" 0026 6a MINOR M"At10N.S1 r2V. 6YP5MN BOAR AR04 M INTERIM MWATWW 90. M9'PSIM BOARD ICM W" SW AAF. 4110w11" CAP. SL SOFFIT, RUM W EXTBU R BWM O q;M N761R5 6 ARCILTEOTLRM. MTALS TOR FLIER 51 RANT SHF, SIF WMR EIP A M NOIF NAL. W MOOD CAP OR OPIIdW. N4& MLI RALM ABOVE. 94. PORCH RML. SM BEVATWL 33. 365A6' 0OWISM72 St". 96, "BEAK 31. OPRANL IFS CMWM SA OPDANL C.-Sa- A LU 54 OPTIONAL C40FFEM CALM IAS NOW RAq V, 40. LLE OF MY& ABOVE 41. LLE OF NAIL LLi w 41 2%4 ICN KAIJ. 47APF. 43. 2X6 LOM INLL 42' AFF. M. 5674 OPEN HOOD RAU& 1 4S. FOR ADDITIOML (CIES SIF 600MLam. ONTITLE SI I DETAL& G 46. 10' x 96'X 2' ART WOE 47. HORIZONTAL LAILDRT CWrE cc 46. LONIWL H2' AFF. 49. 6YV9M BOAR k" L V-0- TO 61W Uj So. LOM LULL 321' A.F.F. 54 90 AFF. COMM W MMONAL SFPOQ.4 INLL aEAM PER ULLM YES.. 52. 60x60' 6ARDM 70 100M.NalS:i0209 soft Rwlf. F= 34M Li3!034000 mom wIWO DSIM a lwwt M CHUM - FLOOR RAIL TRADITION& 6"ATIRI IMVA= - L367 Lot 145 Redwood - Plan 1943 A2.1 U R -L Ee 1 o lit 100M.NalS:i0209 soft Rwlf. F= 34M Li3!034000 mom wIWO DSIM a lwwt M CHUM - FLOOR RAIL TRADITION& 6"ATIRI IMVA= - L367 Lot 145 Redwood - Plan 1943 A2.1 U R -L 4 loor Plai e• V4' • T -W AT 2264 W• r -W AT IL61 1 VO ti 1 SQUARE FOOTAGES TILLOM• MNiOM-7Mf1110HY 7'101t! 4589 T3 AL m Upper Floor Plan O 2' 4• D' V4'• W AT 2204 VB'•I'VAT IW Traditional Elevation TYPICAL CONSTRUCTION ASSEMBLIES: A It" COISTIMUM sxlNxE OR CarRETE TRE ROOF (STYLE Vmm ISL Ca04.NTY 9'CGSI 04R AAF 9EAD" Alm ROOF FM" MR ST111C7tRN- B TYPICAL FRARE ROOR Ca6IF1C710M F003t FiOOF&O ON 3W TOt64E 1 CROM FLOOR 5WATIUO ON KOCR TIAW)E5 OR R,WR "SIB AS NOM® ON STMTUt& OROGNSS. a MO WW CaGRETE SLAB O19t VAPOR 41 BAWRffiL FUM TD 51RG7URAL LTGQ t1G DRAI@t56i, TTY. A ALL MHDIOP6 SHALL UMY NM f1KK" STANDARDS OVlll! m IN I$T FL NNOOH RPmm TO VIR" AT LEAST aE WOCM M ALL OEDR001-6 TO HAVE A d c GEAR 65RES6 ORimG OF 17 5O. PT. O 1 IOTH MR DMISICH OF 24' IN HWIT AND W 20• W KV%SILL NE16W NOT 6RFATBt N TNW 44' ABOVE FLOOR A O TYROAL NW7Q1 HEAD W*HT DSO' AFF • V -V PLATE HEI Mf O W) T-aAFF a V -I' RATE tO6W (JNO) ALL ELWARKAL NO MB044MCAL E01113"M I MOMS ARE 9JBLT.T TO I180CATION QE TO FIELD CZW"I T4 CaTIRACTOR TO VERIFY. P. WAC( PROVM BILK DRAFT DAMIT3TS o ORM VBR, IUCD VW. 4 D11A I T FN& l6. C8flII111LTF FOMO INSTALL Pet LOCAL COOS. N D1MIWNS ARE TO THE FACE OF Silo URO. 1- L ALL EXTERIOR D19EIOG ARE TO FACE OF L- c" CW OR sum cuss ollgf NOT®. O O nKALLANSUPPARTIP" ARE 45 VBSFUS 1,1106 OBEIOOSE NOTED. FLOOR PLAN NOTES: E FTIE FOLLC: W, KEYNOTES CE TIE 1j y4 5Y7MS AS SKM CII R W& L F PALING / 61NTORNL G FIROVOW. ALL RNLRIS / 611ARORAL 13AMIE tS TO BE SPACED SUCH THAT A 4' SPI CMVI PAS6 LE714331 BALL519Va. RAWWTIoWFALS AIE TO LE AT A 54' MD AN TO 3W WA" Wall AFF. IOM RS7106 FIR LOOM CODE RAILAO AT WAIWRAIL L& ATIO S TO PE AT 42' HDRAH APF. CPC. PAL16 - SE DOCAMENT LCRR-023 2. LIE OF OVHeEAO GARAGE 000R IN CM PO911FI OS. RoiO F4tL SEctTDN aD FOR STAR Isa 4. 5LM 6ARA6F ft" WFit FOOT NIalAlmOVOINEAD6ARMEDOOROPS" S. FOdF AM AS SPECEW BY BILOHL INSTALL FIER HAAFACUIm:59UGHCATIa& ALL R FACTORY BLT RUFLOLEr SHALL COMPLY NTN LOCAL 6005 L 6. 2X4 LOM ITN.L 30'AFF.Am7. sm 6E DI5FOSAL OA061NA• m t RANSE 10. COOK TOP O C OvCL BI NR6iVGBtAIORSPACE, B. PANTRY - (5) lb' Q 9aV6 N N. PEOBSTAL sm 1 1% 42' x72.6AFWBI TLB Cq 16 mm SIIOFER W 6LA5615AUDSI11E, FER 1L 4]SEO TISK o NI0. !2' X 60.11N5117fat IIIIIIIIIIIIIN_ M. LM SIEVES 20. KA9ER SPACE l0 O 22. OP PORAL LALIM 5110 2% FPVA E N7NC41FE16TIQE RATFCW ca c0 to c, O"AR D W ABOVE 6AOW ROOK FOR BFLIRJO WUHt1EA76L A 24. HAWO1BTLI Il M SIELVAS PER L1AL6i SPECS. 26. AM ACa% W Or VAD). 7L ATM Ma% W STAOIS (22 V2154' WJpj 2A 6YP9.IF&Vm Cm" 6ff Omit BAWATIONST 24 6W%" OOAW ARCO M WEIWR Li.EVA7TORrAT 1 - sa 6TP9N Baw LCH M.L. 96' AFF. NM® W NOF CAP. SL SCfi IT, RFFBR TO DITB:IOR BA/ATIOItVM HE16M I AWAOTIZIURAL MAILS IM u Fam 1 52 PLAIT 9 . SM °(16tl°R HEYA BS B33. HALF KAu W HOOD CVAP OR Of'IgUI YALE NM RA6DG ABOVE. 34. FORCHRM.SEEE EVAUM DES161 m 361111 CaYA€IE ST".-.lsb0tdpt36. 6aA B?AK 37. OPROYL LEVER C.AB7ERa10D Mmh Q Slat 211 M OPTIONAL&ABf>M W soon 1mt. RmauDS 3L OPTIONAL OOFi# CBM (AS YMW 1119tS e1 RAID V, 40. 11E OF PLV L ABNE. 4L LYE OF WILL BBLK 70118 Oth,a1R 1116itOt A 42 274 LOT KU4YAFF. t4NMt St o1olt: 43, 2* Lal HALL 42 AFF. 44. 561E OPIN 14.700 RNLIN!, -I TRADITIONAL BA/A110N 6. FOR AODRIOINL NOTES 5M 60E3IALMUN - LEFT ON TITLE 9gT 1 WAILS. CE 4A W x 36' X 2' ART WE Lot 14641. 113OlONTAL L INWr UM 444.6 iBoum AAPOR e'o TO 6•-6• Uj Willow X . Willow - Plan 2059 5032}AFF WAPJ'.CUeWOI60tA1 L A211 U -LWLLa.EAT$ FM MUM SILO. 51 6071606AROBt TO r Floor 0 2' 4' & 114• • RO' AT 2294 VD• • T-0' AT Ikn COM bNLL F COf9RdA L TYPICAL CONSTRUCTION fTWVAUASSEMBLIES: A AAE OR WrAM rd2 ROOF (SME YAM%Est CO444TY SFEGSN OVIL ROLE P!0 IPC F 91E,40M AW ROOF FRANK FIR sTTeNcnRAL D FI60 ROORPK ON 3/4' M n / bROWEFLOORFLOORTWb6E5oR I JOISTS&EATI"S WRAOR .!X515 AS Iqf®ON S7RIGTIRAI. 1 DRAroKS G MO IOL11ft CO"ITE SLAB OVBt VAFM BARRED! ROM TO SacrIAL DRMm 7QlA ALL M O IL Wr1018SWLLL [QTLY MIN IAP} tmL'ILRI srMaMtDs anlD® w Amr.,-M Offs. CIECM mcm 9PPL®t 10 %1 MFY AT LEAST al! KWCM IN ALL DEDROOl5 W NAVE A CLEAR 66RESS OFOM15 OP 5.1 SQ PT. MW 10L VINDG 1CF 24'M WrAIT AW 20• W KV%SILL 19917 WT 6FEATst DM 44"4 ROCK C. rVIV 1L MIDA4 LEAP NE160T. 0,0' AFF o 44' FL A1E W WIT &MO/ T -W AFF. VW RATE N%M 0XO1 ALL HFLIRY.AL AND 1EOWIfK Et4TPFM 1 IEII S AIM Sl6J5CT 10 19OCATVA 01E 10 FED COL MWl C0NMACTCR TO VIRFY. F. wAcdPROVIDE BACK GRAFT DAWIL o DRVIR VIII, WW VEK 1 DWAST FAW. 6. calf ITIQS FW1N WSTALL FIR LOCAL CODE W DP96tOt1 ARE 70 TIE FACE Of S11D, URO. L ALL EXIMM 0091901* ARE TO FACE OF CLU OR STWS IUM 011844SE NOIEP. K ALL AWA.W PW n O* AIM 45 06SR5 *i 041:56 OMOO'.JE WIED. FLOOR PLAN NOTES: SQUARE FOOTAGES RROCKOOR Yf Lal • FUN 20II.1PADnXM 1249 456 m Upper Floor Plan O 2' 4' 6• V4'::W AT 2204 W• 10' AT Id7 Traditional Elevation TIE FAI090 WrAmm r UDWCE TIE SYFBOLS AS 90 ON FLAW. L 9'RAL 16/ ONWRAIL 5 PNPVM. ALL RAIAK! 611AImRAIL BMIST86 TO BE SPM.® SW THAT A 4' SPI CANNOT PASS 0111181 DAUSTER9 RA LIWA"R JL5 AIM TO BE AT A 34 - MUM TO 36' IU10411 *W AFF. IM ItMUM Fst LOCAL WIDE. RALM AT 6UMMAL LLICATIC116 TO BE AT 42' MOM APP. OPT. RALLIK. - SM DOOt9R 001W. Q9 2. LIE OF OVEREAD 6ARA6E DOOR IN CM FOSITUt 9. MW FOO SECTION 910 FOR STAR REQ 4. 9OFE 6AR W nOOR VD' Pat FOOT TCWWD OV9Z1EAD 6ARA6E DDDR OF901. S, FRWLA.E AS STCARIED DY B1L VM IWA L Psi 1ALFAC,7UFM SIVOIF"TICI& ALL FACTORY GALT F118W.f391N1 COTLY KW LOCAL CODES e. 20 LOM TWL 90APP. 7. SILK W 6AFIV60 DISPOSAL e. o19ItA9et 4. P -me D. 4001' TOP IL OAN 2 1143RI6IOVTOR SPACE a PANTRY - 60 W 0.99.Y6 14. PECESUL SILK 5 42'X 7Y 64JD91 TO I& TILED 91:*M W 6tA56 DICLOSLM Pst VAM SFM n. 4200' TIB W DY X 60' 711"11OHN 14 LI919BVE4 20. K 9M SPACE 21 VM11K VW 22 OPIIOM LAYDRY SM 29. PROVIDE 112M4243A E FTATFOI4 IB/ATIV b' AWA 6ARA6E FLOOR FOR ELIBU 6C ?%TSk HCAT13L 24. 946M BOX 25, 96.VM FIR RLL SPECS 2$ ATW ACCESS 122'.92' VYW. 71. AM ACCESS W STARS (1218164' 01626. 61IPSLM DOAIW OPFNMS (9E WTINOR ILVATI 141 24 6YPAW WPM MCN 6t£ INOUR r REVAlg61 90. 6TP9M BOARD Lai KkL, SD' AFT- 0140WmwCAP. 51. Sam. W EXTIRM MWAThOta IP 19W1151 ARYNTBCTIRAL MAILS FOR , RmK 92. FWff99 FIA,SUE)(TI3W00RBLVA 31 P MALL W 110CAP OR OPI K KNLL MIN RAJ" ABOVE 34. FMN RAIL, SEE I1WA1011. S0. 56166' COYJETE STOOP. L S& "BEAK r 9L MIO14L LFPBt CA8WM 94 ONIOI AL CAB6EY5. uj 9L OPTIOWL COFFOW CmAK 1A6 NOT)RH16 4Q CIE CF HALL ABOVE 4L WE OP KAU OELAt 42 2X4 LOM KAU 42 AFP. 43. 290 NCD\ LULL 4Y AFF. 44. 961IL OPBI WOO RAIM c 41 FOR ADDITIONAL Wft SM 604VAI. W9 ON TITLE SET N DETAILS. 46 WX96'X 7' ART WE 41. NOW7ARAL LALHW ONE 4A LRT MALL 132' AFP. 44. 6YP6W BOARD AF" a e'.& 1n W -W LU 5Q UM MALL "k AFF. 51. 50' AFP. COMB W DIA6O1Ul 1 1 1THL CLEATS, FBI WUXR SFW W 60'X00GARDEN TIB o s P!0 IPC F F lid a ttit I BSBBSB D1116N V¢lvb*do u.Q No YJ O. Gd 9DD 6s••y lwb.. /r.lAt 3" 01320040E AON0:02J9 m Pp1NmA JD ORO* 51 CNIZIM FLOOR PLAN TRADITIOW a6VAT1011 Lot 139 Willow - Plan 2059 2.1 UW -R C T --L.- lei 64 *, 04 I _ I Floor Plan t 44' ,,• 6 2 5t • I• 64' ' W • M1d AT 2x611 ,'.6• D'-2• VD' • W' AT roM V2' a'e• r 2z-0• CO4NONMII CO9401a1ALL TYPICAL CONSTRUCTION ASSEMBLIES: A ROOF 6ONSIRCM& SIDLSLE OR COW.AVE TLE ROOF 157YLE PRN CEN S P ; WOF RNG1 ROOROS ON 5W' TO145LE t 6RDOVE ROOR SIEATHTK CN FLOOR 1XIS E5 OR BOOR .01515 AS NDIED CN SIRGTRN. G T- - , NOWL Fum t0 St"TRAL BKO83RN6 ORAWW-% TIP. ITa• I '•' 3•-r 3•a• I, I 4 JRMiDWHIMMM5U1DAWRuSWRAN I APFLKVa.E RES QWS. a Fx I IDOON'JPPlBt 70 VBtFY At LEAST me KTmOM N ALL Mem-15 to NAIVE A m. I I I 20'10 HV1%SILL IB64R NOT 6FWA- 1W DWI M' ABOVE BOOR. G MV -LL KIOdt MEAD IBNR. I OwnerSAite I I T-0• APP • 6W RATe IE1fMfWW) fi i ,•o Y cLG s 1 ELIBU.. ALL 0 Mm W VW M! EfLIR61f t f L`1915 AIR 519.[LT TOMEC I I gY 242' I 1 I IRLOCATION Ole TD MD3D comm&,, CCNIRAGTOL TO VOWY. 6••0'I F I a 240 'C-'•7 7 ' ` Laundry y Bath—-T be Bath A& VE e 4 SI.IpE " 141 W.I.C. 'A ry q. 4060OF f+ 4 2 T Bedroom 2 9b 7 r 9 T 406° F5 n II n Bedroom e•-0• a6. - I 0 D I _ I Floor Plan t 44' ,,• 6 2 5t • I• 64' ' W • M1d AT 2x611 ,'.6• D'-2• VD' • W' AT roM V2' a'e• r 2z-0• CO4NONMII CO9401a1ALL TYPICAL CONSTRUCTION ASSEMBLIES: A ROOF 6ONSIRCM& SIDLSLE OR COW.AVE TLE ROOF 157YLE PRN CEN S P ; WOF RNG1 ROOROS ON 5W' TO145LE t 6RDOVE ROOR SIEATHTK CN FLOOR 1XIS E5 OR BOOR .01515 AS NDIED CN SIRGTRN. SQUARE FOOTAGES AEOMODD-FLAN143-IRADMOM ac D94 1 102 FWT AI 249 96 AL 12YM Upper Floor Plan O 2- 4' D W . f-0' AT 22(34 LID' . NO' AT ikn Traditional Elevation F. FWAPrtoV1DE LLATX DRAFT awFFErs a DRIVER VBIf, HOOD VBIf, t Daum PA'S. A C1343IT11016 rom 06TALL PM LOCAL CODE K DM&a1S AIR TO 11E FACE OF 510,, UIO. L ALL L 940R DPflN505 AIR TO FACE OF OKACR 51105 U,.ES Of1Efb95E ItOfED. K ALL AN6LB) PARIII1a5 ATR 45 D66ftff5 IIN.SS OTE1095E NOM®. FLOOR PLAN NOTES DTIE ISIADK* 951TMS FOOSICE TE SYMBOLS A5 54" at FLANS L F RARM / &IMCPAL 5 FAOVTO®. ALL RALM / 6WR21RAL SOMU36 TO BE SPACED $CEI TNT A 4' SPIER CA*W PASS BEIfESI BAUSffiR9 RAORKAINdtALS ARE TO EE AT A 3M IDOKM TO DO' WJaKM HWN AFP. /9M REIMS FIR LOWL CODE RA9.OL5 AT 6(WWFAL LOCAMIS TO BE AT 4r MOAN AFF. Oft. PARM& - SEE 00CW811 cm," 2 L0E CP OVB9FAD 6ARA6E DOOR N OPEN POSNIOR S, OW FAC SEDT=5V FOR StA tRBD. 4. SLOE 6ARAGE ROat W PER FOOT TOLW"043MAD 6AP-W DOOR OPMr. a F0IDLACA AS SFGCfW BY MLOM DSTALL PER 1WLFACTIAW;5, SfWW.AT1015. ALL FAOTORY BOLT P aFLAM 9W1 GafLY YOIN 10OM. GOLFS a 274 WN MALI.90•AFF. 7. SOK W hA aW gSPoSAL a ve"Vam It RAISE 10. GOOK TDP IL OVBt EL FB 46MTOR SPACE B. PANTRY -0)16'a SELVES K. PEDMAL SOK M 4r X Tr 6AROB1 TD W MID SIpYL3R W GLASS DYLO SAM. PER DALM SFS - TT. Ord? TO B SO' x 60• TIC&ION R K Lmm SFB.VED 20. WSE R SPACE 21 O MAL LMOM SING 23. FR0VM ION40-BbTBIE PLATFORM E"AR D ID' ABOVE GARAGE FLOOR FOR 0261W MATER RAWL M NMSON BOX ZS< 98V9G PDt ftRM 5PBM X ATM ACCJW CUW2' DX0). 21. ATM ACCESS, W STAOM R2 vri54' U W1 2S 61PS1M SOARD CPBONS ISM WBUOR aEVATIOW r29. 6YPR" EOARO ARM 00 NORM MWATt01Ed 1 90. 0PSLK MAW LOLL MM1.3D' AFP. meNOFGAP SL SOPR R818t m L'JT1BIlOR L3EVA11aE lR tMOS A A/fL7NWANAL DETAOS POR 1FOM11 9]. F1/AR SIW.50 BxffiUOR DA/A SB. INF W u W WOOD LAP OR OPIWtAL MALL WTI PALM ABOVE 94 P RCM RA6.5EE D"Anoft 3S 36196COIOIRYE STOOP. 96. 6tA BENT 3L MO&AL LPM GAMER Be. CPBatAL CABOETS, 34 OPT"IAL GOFfFM C80* 06ILTIFO RANI 40. LDE 4F KOLL ABOVE. 41. LW OF WU MOK 42 274 LOK MALL 47AFF. 436 2x61Ot11MLL 47 AFF. 44. WK CM NOW RALNS. 4S FOR AODMI-,L IDMS SEE 680AL -mONTILEow4DETAAS, 46. W X 36• x r ART LGE 41. ICMZ MAL LAt10RY CAIAE It 4& LOM KALI Mr AFP. 4a 6YP51M BOWS ARGi • BSO• TO D-0• W SO. Lai WaL 32;• AFP. SL 90' AFF. CONTER W DU601M SIPIL7&t MALL CLEATS, PER DiLDM SFW 52 60•X[0' 4AR RD GTPsJiter 110NLt.11100 COY.AEIE SU1B OVBt VAPOR NOWL Fum t0 St"TRAL BKO83RN6 ORAWW-% TIP. A ALL IOVOYL4 19tH JRMiDWHIMMM5U1DAWRuSWRAN APFLKVa.E RES QWS. IDOON'JPPlBt 70 VBtFY At LEAST me KTmOM N ALL Mem-15 to NAIVE A CL EM 06FM d CABINS OF S7 SO. FT. 19TH 10X 0006M Cr 24•N166W AHD 20'10 HV1%SILL IB64R NOT 6FWA- 1W DWI M' ABOVE BOOR. G MV -LL KIOdt MEAD IBNR. 6'-0' AFP a 4'-4• mArE Waff NXD1 T-0• APP • 6W RATe IE1fMfWW) Ew ELIBU.. ALL 0 Mm W VW M! EfLIR61f t f L`1915 AIR 519.[LT TOMEC IRLOCATION Ole TD MD3D comm&,, CCNIRAGTOL TO VOWY. SQUARE FOOTAGES AEOMODD-FLAN143-IRADMOM ac D94 1 102 FWT AI 249 96 AL 12YM Upper Floor Plan O 2- 4' D W . f-0' AT 22(34 LID' . NO' AT ikn Traditional Elevation F. FWAPrtoV1DE LLATX DRAFT awFFErs a DRIVER VBIf, HOOD VBIf, t Daum PA'S. A C1343IT11016 rom 06TALL PM LOCAL CODE K DM&a1S AIR TO 11E FACE OF 510,, UIO. L ALL L 940R DPflN505 AIR TO FACE OF OKACR 51105 U,.ES Of1Efb95E ItOfED. K ALL AN6LB) PARIII1a5 ATR 45 D66ftff5 IIN.SS OTE1095E NOM®. FLOOR PLAN NOTES DTIE ISIADK* 951TMS FOOSICE TE SYMBOLS A5 54" at FLANS L F RARM / &IMCPAL 5 FAOVTO®. ALL RALM / 6WR21RAL SOMU36 TO BE SPACED $CEI TNT A 4' SPIER CA*W PASS BEIfESI BAUSffiR9 RAORKAINdtALS ARE TO EE AT A 3M IDOKM TO DO' WJaKM HWN AFP. /9M REIMS FIR LOWL CODE RA9.OL5 AT 6(WWFAL LOCAMIS TO BE AT 4r MOAN AFF. Oft. PARM& - SEE 00CW811 cm," 2 L0E CP OVB9FAD 6ARA6E DOOR N OPEN POSNIOR S, OW FAC SEDT=5V FOR StA tRBD. 4. SLOE 6ARAGE ROat W PER FOOT TOLW"043MAD 6AP-W DOOR OPMr. a F0IDLACA AS SFGCfW BY MLOM DSTALL PER 1WLFACTIAW;5, SfWW.AT1015. ALL FAOTORY BOLT P aFLAM 9W1 GafLY YOIN 10OM. GOLFS a 274 WN MALI.90•AFF. 7. SOK W hA aW gSPoSAL a ve"Vam It RAISE 10. GOOK TDP IL OVBt EL FB 46MTOR SPACE B. PANTRY -0)16'a SELVES K. PEDMAL SOK M 4r X Tr 6AROB1 TD W MID SIpYL3R W GLASS DYLO SAM. PER DALM SFS - TT. Ord? TO B SO' x 60• TIC&ION R K Lmm SFB.VED 20. WSE R SPACE 21 O MAL LMOM SING 23. FR0VM ION40-BbTBIE PLATFORM E"AR D ID' ABOVE GARAGE FLOOR FOR 0261W MATER RAWL M NMSON BOX ZS< 98V9G PDt ftRM 5PBM X ATM ACCJW CUW2' DX0). 21. ATM ACCESS, W STAOM R2 vri54' U W1 2S 61PS1M SOARD CPBONS ISM WBUOR aEVATIOW r29. 6YPR" EOARO ARM 00 NORM MWATt01Ed 1 90. 0PSLK MAW LOLL MM1.3D' AFP. meNOFGAP SL SOPR R818t m L'JT1BIlOR L3EVA11aE lR tMOS A A/fL7NWANAL DETAOS POR 1FOM11 9]. F1/AR SIW.50 BxffiUOR DA/A SB. INF W u W WOOD LAP OR OPIWtAL MALL WTI PALM ABOVE 94 P RCM RA6.5EE D"Anoft 3S 36196COIOIRYE STOOP. 96. 6tA BENT 3L MO&AL LPM GAMER Be. CPBatAL CABOETS, 34 OPT"IAL GOFfFM C80* 06ILTIFO RANI 40. LDE 4F KOLL ABOVE. 41. LW OF WU MOK 42 274 LOK MALL 47AFF. 436 2x61Ot11MLL 47 AFF. 44. WK CM NOW RALNS. 4S FOR AODMI-,L IDMS SEE 680AL -mONTILEow4DETAAS, 46. W X 36• x r ART LGE 41. ICMZ MAL LAt10RY CAIAE It 4& LOM KALI Mr AFP. 4a 6YP51M BOWS ARGi • BSO• TO D-0• W SO. Lai WaL 32;• AFP. SL 90' AFF. CONTER W DU601M SIPIL7&t MALL CLEATS, PER DiLDM SFW 52 60•X[0' 4AR RD l LTJ Lm 0 2 0 TFL. N X- L0 lN9 M cc2 BSB tVpN Ie00e9plmn 4O N O t a too M".% 5"101 awry ".a.. ft".. sm at,-,." in AAJ1N2C wdum Al Nutt at q®®c ROAR RAN 1R/OM110NAI BPJATION II®14CTOD - PON Lot 140 Redwood - Plan 1943 A2.1 UR -R it 1!1 l LTJ Lm 0 2 0 TFL. N X- L0 lN9 M cc2 BSB tVpN Ie00e9plmn 4O N O t a too M".% 5"101 awry ".a.. ft".. sm at,-,." in AAJ1N2C wdum Al Nutt at q®®c ROAR RAN 1R/OM110NAI BPJATION II®14CTOD - PON Lot 140 Redwood - Plan 1943 A2.1 UR -R Floor r e' V4' 15' his co 4 Upper Floor Plan 0 2' 1. 6' W • M AT 22A4 UN' • T-0' AT IOQI OL„a64AllTraditional Elevation E MC FOLLAOG NE W ES POM" 5YF6OL.5 AS 91" W FLAtb L E RALDLS 16WORALL 5 FROVDED.A L RAUM I eAm DRAIL BMASIMS 10 BE SPACED SCOT MAT A 4'94M CAM PASS BUIPM BALLWEIB, RALMAWVRAL5 ARE TO E AT A 94• Iom1M TO 55• t W@1M FEW AFF. IOM RMMS MR LOGAL COVE. PALM AT 6OMWRAL L OCAM75 TO E AT 4r WM4M AFF. LPL RALLLS - SM DOO.f T COM -0025 2 LM OP 0MOP_AD 6ARAW DOOR IN CM ROSTICLL 5. OW TRO WOMN 510 FOR STAN 102 4. SLOPE 6ARME ROM V9' FER FOOT FACTORY ELLLT FDMWi a 94ALL CCFPLY MM LOCAL COVE'S 6. 2X4 LO4/14LL. 50•APP. 1. S1x W 6AFWM DEF0SAL A DL9 V6KR IL P..kw a COOK TCP D. om 2 PZFR* tAT01t SPACE D. PAMRY-1$ WP.98Va Il FEMIALSMt D. 42• X 1r 6ARDBI AB W TILED SHCHR W 6U5S MAJO M. P9t VA DER SPEC. R 42760' TIS I0. 97 X 60• ILN9t7IOR 20. MASM SIACE 2L ORYMNI 1 22. OPIIOIML LALDRV SRO: 29. MOVDE IYN•COIHSTSE FLATFCW4 ELEVATED W ABOVE 6ARA6E n OOR FAL BTLTRIC RATER MAIM 24. HANSCH BOIL 21 %MVOSFCRBOLDERSFWS. 26. AUK ACCE•%CWA Y ONO). 7L ATTIC KCSS W STARS 112 V2151' u>IP.6 26. 6YPUH BC4 M 01 MILS (M KORM D"ATIOW x 6YPSM BOARD ARCA (5E KMOR ' W. 67t 1.M WARP LOM ML W AFhaeWMDFCAP: SL Sam", REFSt W ERIBUOR BWATM9rW 906MS 4 AROMT86tuM COALS FM , FDMK 32 MAHF 9W. 5M EXIMM-A M HALF MAL W HOOD YAP At OMMM 15MNLIOMPAWNSABOVE 34. FUVJI RAL. SEE MWAFIML YA %S9b• CONCAVE 57". Ba. axb ITP44 r 31 CPTMAL "MR CAMEM 5A OMOVL CIBRFIS. 94 a'LIMNL CAR# CM5 (AS LION® TiAO 40. UNE OF INCL ABOVE 4L UNE OF WALL MCK 42. 2X4 LOIN MN.L 42 AFF. 43. 2706 LOM W LL 4r AFF. . M. %1L CM VOOD RALNS. 45. FAR ADDITIOW. NOTES SEQ 60MAL ON TOLE %W I DETAILS o 46 WX%•X2'ALT KM 0 HORMORTAL LAUI M *M 44 LON WALL Mr AFP. 4a MMM BCW ;J" 6 a60 TO "' LM 5a L04 WILL 32t AFF. 5L 50' AFP. uulTeR W DIA6ONL 947'0 1 1 KM1 CLEATS, FM SAM SPEC. 52. 607060.6AROM AH TYPICAL CONSTRUCTION ASSEMBLIES: O V) A ROOF 6016nmpm SNOIGRP At COICAEM 7LE ROCK (STYLB LM VAFMr%RR C0*UW SPECS 0" ROOF O SIEAIIDS AW ROCP fAAhDS' smrlmw. B IYPILAL FR/uE RDOR CQSIRIG11O4 ii\ •' ROORQY ON'.IN' TpIGIE t WmOr£ s fiOAt 9EAllRS ON fLOCR igI5sL3 GR FLDOR J0W5 AS N%W OH SM4TDN. ORAF@Yfi. C, FCIIOlII1NC [QlMftlE SUB 04Bt VAPoR SAMM RERR TO SMCIUW_ tscoco ti B5CmmR5 0RM9G6 wp' o A ALL I@D016 9LNL CORY 10TH J N LG6MN4 stA1DATtvs cvnam Of APMXAB.E RES OMM B MMXW SMUt TO VBEY AT LEAST OW MO7OMMALL a DRD"TO HAVE 1 CLEAR TWM56 OF'806 OP 5.150. Ff. 2 0- FM IBL VD1DaM OF 24' N IE16LR AD 2O' L4 m%%L IBGHT NOF 6W ATBt TIM 44' ABOVE FLOOR t ( 1r O. IYflCA. MIDO4MEAD IE16tIF. 610' APF 6 04• FUIE IE1yR 0LN01 ro• APP o aa• F1AlE IBbIR aNDI Ewri.Tv_v__ Pear 4.41 ND FEfAIAMCM. IfMIBlT 9t MEIM ATS SLB,FLT 7D RHDCA710H OE TO FELD comm, CC1fIRAC4YR TO VMPY. F. WAC, PROVIDE DAM CRAFT PAM35 o DRYM VENT. MOD MK t 0M)ST FANS 6. C80MIIOIB FN05N WALL FBt LOCAL CODE R VDE WS ARE TO TIE FACE OF SAD. OND. L ALL fXMtM PDO WIS ARE TO FACE OF CFU OR SILOS O SS 0116605E HOW. K All. ANGLED PARMOIS ARE 45 066RM ILtm oIM3atsE Yorm. FLOOR PLAN NOTES: Upper Floor Plan 0 2' 1. 6' W • M AT 22A4 UN' • T-0' AT IOQI OL„a64AllTraditional Elevation E MC FOLLAOG NE W ES POM" 5YF6OL.5 AS 91" W FLAtb L E RALDLS 16WORALL 5 FROVDED.A L RAUM I eAm DRAIL BMASIMS 10 BE SPACED SCOT MAT A 4'94M CAM PASS BUIPM BALLWEIB, RALMAWVRAL5 ARE TO E AT A 94• Iom1M TO 55• t W@1M FEW AFF. IOM RMMS MR LOGAL COVE. PALM AT 6OMWRAL L OCAM75 TO E AT 4r WM4M AFF. LPL RALLLS - SM DOO.f T COM -0025 2 LM OP 0MOP_AD 6ARAW DOOR IN CM ROSTICLL 5. OW TRO WOMN 510 FOR STAN 102 4. SLOPE 6ARME ROM V9' FER FOOT FACTORY ELLLT FDMWi a 94ALL CCFPLY MM LOCAL COVE'S 6. 2X4 LO4/14LL. 50•APP. 1. S1x W 6AFWM DEF0SAL A DL9 V6KR IL P..kw a COOK TCP D. om 2 PZFR* tAT01t SPACE D. PAMRY-1$ WP.98Va Il FEMIALSMt D. 42• X 1r 6ARDBI AB W TILED SHCHR W 6U5S MAJO M. P9t VA DER SPEC. R 42760' TIS I0. 97 X 60• ILN9t7IOR 20. MASM SIACE 2L ORYMNI 1 22. OPIIOIML LALDRV SRO: 29. MOVDE IYN•COIHSTSE FLATFCW4 ELEVATED W ABOVE 6ARA6E n OOR FAL BTLTRIC RATER MAIM 24. HANSCH BOIL 21 %MVOSFCRBOLDERSFWS. 26. AUK ACCE•%CWA Y ONO). 7L ATTIC KCSS W STARS 112 V2151' u>IP.6 26. 6YPUH BC4 M 01 MILS (M KORM D"ATIOW x 6YPSM BOARD ARCA (5E KMOR ' W. 67t 1.M WARP LOM ML W AFhaeWMDFCAP: SL Sam", REFSt W ERIBUOR BWATM9rW 906MS 4 AROMT86tuM COALS FM , FDMK 32 MAHF 9W. 5M EXIMM-A M HALF MAL W HOOD YAP At OMMM 15MNLIOMPAWNSABOVE 34. FUVJI RAL. SEE MWAFIML YA %S9b• CONCAVE 57". Ba. axb ITP44 r 31 CPTMAL "MR CAMEM 5A OMOVL CIBRFIS. 94 a'LIMNL CAR# CM5 (AS LION® TiAO 40. UNE OF INCL ABOVE 4L UNE OF WALL MCK 42. 2X4 LOIN MN.L 42 AFF. 43. 2706 LOM W LL 4r AFF. . M. %1L CM VOOD RALNS. 45. FAR ADDITIOW. NOTES SEQ 60MAL ON TOLE %W I DETAILS o 46 WX%•X2'ALT KM 0 HORMORTAL LAUI M *M 44 LON WALL Mr AFP. 4a MMM BCW ;J" 6 a60 TO "' LM 5a L04 WILL 32t AFF. 5L 50' AFP. uulTeR W DIA6ONL 947'0 1 1 KM1 CLEATS, FM SAM SPEC. 52. 607060.6AROM AH C O V) LM O r s N lotF tscoco tio O J N O N,Y to c C O V) LM O C' N pa tscoco tio O J N O N,Y to c 2 0- A 90 -OR! BSB ocsicx Tnrn.bt.dlt oom 100 M.SLsw20D Sg" Kbto. pAA bwm It Ta 4404 jo.in4.n"' I.bINOR a OPAW DT CHKKM MOM PLAN TRADITIONAL B.EVATIAI RL'DMWD - RKM Lot 141 Redwood - Plan 1943 A2.1 UR -R n'10' CZ14101VIALL CCPMIDWILL 4 ti C40W10Nl4L C0N42OWl 7210• 7'7P-0' 7 vim. w•• 1 1 N -- nai oI ij o l, oil Z3' ih '•S' S'-0• 9'-0 7'•q' I i - 1 1 1 I ION WU 194 Lf•J' 1 I n E - 156' -- Cafe i IL_... 45 r d y 1- o IGtchen C. r.. B 111:i 1\\ Lranth Q ONC Pr OHL e c 2660SL O.E, yv I F 1 IElm O Ittill l 1 -Car Garage 1 Suite i frJ u- Foyerr ---iC T Cl6 i I I I 1 Q fi Ya0' 0'-4' N9 7.9• t 7 D4 n'10' CZ14101VIALL CCPMIDWILL 4 ti C40W10Nl4L C0N42OWl 7210• 7'7P-0' 7 vim. w•• 1 1 Main Floor Plan Y 4' V4' • 1'10' AT 7284 VO• • W AT RdT 2 IM1O' U. 0`luJ•1 no' ' LOMMO64V1 C0910POLAll TYPICAL CONSTRUCTION ASSEMBLIES: w c SIn16LE OR C41WA E TYLE ROS 1STITE l lS I ' c VMIES, PBt CQMwfY SP" OVER ROOF PP ++ i•Y 65_ SfEAM!Ib AV ROOr- flWOK PER SQUARE FOOTAGES Im •MN IIn•TRALTIpILLL FLOM 1 624 FLOOR N40 12 2 Upper Floor Plan O 2' 4' 6. V4' • IW' wi 77 VO' • 1'O Ai Rdl Traditional Elevation 611MILRA. a FDM R40RM CINW4. TOVE 16RO NE FLOOR EIEADM ON ROM T WES OR KOCR .0515 AS W IM O151RICRRAL txtAII1165, O. 14'1WW COCRETE SLAB OIHt VAPOR BARRIER. low TO ST mlut/L BOM ORMmK4 TW. NVOG'JWLCQFLY NnM PII&W STANDAM CYRIED W APTLVAB.E RS. QWJM B PRV0/151PR)ER W VCtJ" AT LEAST OE MOM IN ALL MR TO MME A CLEAR F 4FO44 CFO" OF 51 W FT. PM Mil PME" OF 2VIN HWHT AND 20' W IW%SLL HWHT W71 CAiATER TMAN M' ABODE FLOOR C. TTWCA ItNDOM (FAD WW - 6W' APP. 4-1' FIATS IE161m OW) TW APP 0 VW KATE IE76N1 1U)10J ALL BILIRW L AND MFLIM'iCAL 631WHE (1 1 METERS Atte StELEU TO It80C. um ME TO FED COIANIDIA tan .AI t0 VER)". F. FRO ME BACK DRAFT DAf136 9 DRTTR VBn, NOW VB(r.t EbW16T PAW. A C MENIr "S FWEN DSTALL FER LOOK C4M H M90" ARE TO THE FACE O' STV, a L Al EXTERLOR MMINS ARE TO FACE OF CINOR SROS WISE Onf N71E0 MALL ANSUD FARnTY1t5 AM 45 O[tdaff5 IIltJ6 tm8a1EE Pl7t FLOOR PLAN NOTES: I TIE FCLLOMK IZVWFES REFERDIC,E THE sYMMLS A5 5110W1 CN RAILS, L 1FRA6016/60JIVIRALISFROdOPD,AII RAI / 01ARL7RAIL S WSnit5 TO BE PACID 6" THAT A 4' S11EFE CAMN PASS BETVM Sk STERS, RAIJILV' INVRALS ARE FO 11E AT A 94' NOW r0 96' MI WJ6W APP. MM RETLIOS FER LOCA. CODE RAI AT 661IImRAL WCATIMIS TO Be AT 42' MOAN AFP. OFT. RAILW& - 92 0Od1EHT CM -025 2 LIE OF O.9aeAD 6ARACE 0002 W OPBI POS11Ial 9. OW PRC :6L" SIO FOR STAIR REO. 4. .TAPE 6ARAM MOOR LB' FIER FOOT PER IIMLFACTOM SFi4gCAT1016 ALL FALIOtY BA.T F6<BiIIS 944E CORY M LOCA. 0006 b. 7x4 LOM 144E 90•AFF. i 51!OC W 6AIt8AfE DEPOSAL Q POW&M L RAW 10. COOK TDP IL O/B1 12 R9W3S3tA10R PA(P. M PANIRY -13) W VL 91 N. PEDESTAL SOIL 6. 47 X TY 6ARM TIB a. TLW S CHER W GLASS 0410 IRe, PER BALDER SPEC. n. 42k00'To A 6Y x 60' TOUCHER K LORI S &VES 7C MASHER PALE a. BRIEL UBrt 22 OPTIONAL. LAMM SDK 23, PROVER NON-WIMMI1SIM RATFORM 8"ATEP V A W 6ARMIE ROOK FOR ELECTW INTER(EATER 24. HAI 25. 9&VM FER 00 VER CFUS. 76. ATTIC ACC256 WS02'100). n ATTIC ACCESS W STARES (22 V2)84• UYAWIIII, 26. 6YP'JM BOARD OPEONS INEE INIEOOR BLYAT1OW 24 61MM WAW ARCW 15M IWMWR EILVATIRY>! 1 90 6YPSLM BaNW UN W11.90• AFF. W IVF CAP. 91. SmW, R6$t TO F)nEt10R BLVAIWtlrBR N96Kf51 AVIITECIIRAL DETAOSFOR 1FIOSII 92. RAW SIELF, SE LVIEAOR=A 31 MLF WLL W (VOD CAF GR OPIIOIUL IWC PIW RAlR16 ALTOJE. St PMH RAIL, SEE M"ATIOR 95. 96106' COYiETE 51". 96. W BEAR n OPnmm&FmCABNEM W A OPBQW- COFFBPID CBLDIS IAS 110MEI Fam V, 40. LOE OF MOLL AE,WL 4L LRE OF IWC BERN 42 =4 UH KALL 42 AFF. 49. 2706 LOM PNLL 47 AFP 9s 44. WK OFT31 POW RAOJ7IS 6 FOR ADOrt10ML NOTES SEE 6B8UL ON TINE SIM t DETAdS 466 W X 96' X 7 ARr 100E 41 ROAMMAL LAD07RT CWM 45L LCN PULL N7AFF. 44 6YPW BOARD ARCD a"TO 0'-0• W 52 ICM MNL 52k AFF. SL 90• AFI CCWRIER W M460M WTOM-1 WU OFArA FOR BALDER SFE4 52 bO)W OARCFM 10 o0 oI i o l, oil i - 1 1 1 i IL_... r.. 111:i 1\\ Lr M ` I IElm O Ittill l Suite i frJ u- Main Floor Plan Y 4' V4' • 1'10' AT 7284 VO• • W AT RdT 2 IM1O' U. 0`luJ•1 no' ' LOMMO64V1 C0910POLAll TYPICAL CONSTRUCTION ASSEMBLIES: w c SIn16LE OR C41WA E TYLE ROS 1STITE l lS I ' c VMIES, PBt CQMwfY SP" OVER ROOF PP ++ i•Y 65_ SfEAM!Ib AV ROOr- flWOK PER SQUARE FOOTAGES Im •MN IIn•TRALTIpILLL FLOM 1 624 FLOOR N40 12 2 Upper Floor Plan O 2' 4' 6. V4' • IW' wi 77 VO' • 1'O Ai Rdl Traditional Elevation 611MILRA. a FDM R40RM CINW4. TOVE 16RO NE FLOOR EIEADM ON ROM T WES OR KOCR .0515 AS W IM O151RICRRAL txtAII1165, O. 14'1WW COCRETE SLAB OIHt VAPOR BARRIER. low TO ST mlut/L BOM ORMmK4 TW. NVOG'JWLCQFLY NnM PII&W STANDAM CYRIED W APTLVAB.E RS. QWJM B PRV0/151PR)ER W VCtJ" AT LEAST OE MOM IN ALL MR TO MME A CLEAR F 4FO44 CFO" OF 51 W FT. PM Mil PME" OF 2VIN HWHT AND 20' W IW%SLL HWHT W71 CAiATER TMAN M' ABODE FLOOR C. TTWCA ItNDOM (FAD WW - 6W' APP. 4-1' FIATS IE161m OW) TW APP 0 VW KATE IE76N1 1U)10J ALL BILIRW L AND MFLIM'iCAL 631WHE (1 1 METERS Atte StELEU TO It80C. um ME TO FED COIANIDIA tan .AI t0 VER)". F. FRO ME BACK DRAFT DAf136 9 DRTTR VBn, NOW VB(r.t EbW16T PAW. A C MENIr "S FWEN DSTALL FER LOOK C4M H M90" ARE TO THE FACE O' STV, a L Al EXTERLOR MMINS ARE TO FACE OF CINOR SROS WISE Onf N71E0 MALL ANSUD FARnTY1t5 AM 45 O[tdaff5 IIltJ6 tm8a1EE Pl7t FLOOR PLAN NOTES: I TIE FCLLOMK IZVWFES REFERDIC,E THE sYMMLS A5 5110W1 CN RAILS, L 1FRA6016/60JIVIRALISFROdOPD,AII RAI / 01ARL7RAIL S WSnit5 TO BE PACID 6" THAT A 4' S11EFE CAMN PASS BETVM Sk STERS, RAIJILV' INVRALS ARE FO 11E AT A 94' NOW r0 96' MI WJ6W APP. MM RETLIOS FER LOCA. CODE RAI AT 661IImRAL WCATIMIS TO Be AT 42' MOAN AFP. OFT. RAILW& - 92 0Od1EHT CM -025 2 LIE OF O.9aeAD 6ARACE 0002 W OPBI POS11Ial 9. OW PRC :6L" SIO FOR STAIR REO. 4. .TAPE 6ARAM MOOR LB' FIER FOOT PER IIMLFACTOM SFi4gCAT1016 ALL FALIOtY BA.T F6<BiIIS 944E CORY M LOCA. 0006 b. 7x4 LOM 144E 90•AFF. i 51!OC W 6AIt8AfE DEPOSAL Q POW&M L RAW 10. COOK TDP IL O/B1 12 R9W3S3tA10R PA(P. M PANIRY -13) W VL 91 N. PEDESTAL SOIL 6. 47 X TY 6ARM TIB a. TLW S CHER W GLASS 0410 IRe, PER BALDER SPEC. n. 42k00'To A 6Y x 60' TOUCHER K LORI S &VES 7C MASHER PALE a. BRIEL UBrt 22 OPTIONAL. LAMM SDK 23, PROVER NON-WIMMI1SIM RATFORM 8"ATEP V A W 6ARMIE ROOK FOR ELECTW INTER(EATER 24. HAI 25. 9&VM FER 00 VER CFUS. 76. ATTIC ACC256 WS02'100). n ATTIC ACCESS W STARES (22 V2)84• UYAWIIII, 26. 6YP'JM BOARD OPEONS INEE INIEOOR BLYAT1OW 24 61MM WAW ARCW 15M IWMWR EILVATIRY>! 1 90 6YPSLM BaNW UN W11.90• AFF. W IVF CAP. 91. SmW, R6$t TO F)nEt10R BLVAIWtlrBR N96Kf51 AVIITECIIRAL DETAOSFOR 1FIOSII 92. RAW SIELF, SE LVIEAOR=A 31 MLF WLL W (VOD CAF GR OPIIOIUL IWC PIW RAlR16 ALTOJE. St PMH RAIL, SEE M"ATIOR 95. 96106' COYiETE 51". 96. W BEAR n OPnmm&FmCABNEM W A OPBQW- COFFBPID CBLDIS IAS 110 MEI Fam V, 40. LOE OF MOLL AE,WL 4L LRE OF IWC BERN 42 =4 UH KALL 42 AFF. 49. 2706 LOM PNLL 47 AFP 9s 44. WK OFT31 POW RAOJ7IS 6 FOR ADOrt10ML NOTES SEE 6B8UL ON TINE SIM t DETAdS 466 W X 96' X 7 ARr 100E 41 ROAMMAL LAD07RT CWM 45L LCN PULL N7AFF. 44 6YPW BOARD ARCD a"TO 0'-0• W 52 ICM MNL 52k AFF. SL 90• AFI CCWRIER W M460M WTOM-1 WU OFArA FOR BALDER SFE4 52 bO)W OARCFM 10 o0 oI i o l, oil Lz0J Lm O 2 LTJ IOONW A &1"909 IW*j WM.IbAb34% 119 m 499 mm mmm 1119IIm[ JD 0W.Ift a aaaaa MMI ROOK R.AN TRAOITIOML BNATIOII BRC" - U!" Lot 142 Birch - Plan 1832 A2.1 UB -L 2r -W 4 4 zr-0' i 21'-r ] P TYPICAL CONSTRUCTION ASSEMBLIES: SHIYAF OR ClOWURM TILE ROOF (STYLE r- 0 VARE51 PER COKUSTY SPEW OAR ROOF R ¢ I S7RZll [s Alm ROOF FRAWK PERVA FIRS FLOORING ON 30• 70WAIE N GROOVE 31 - Lan i 6ee b i i=D' 9•-4• 3'42. Y-ICii' 3`4' lit i 9050 J. 9 WISH re• -e • +=s• to a 26 51126. 1311 76T@P. I N I I Famil 7tb, Y' Bedroom 2 14'Cltx I r4` PCH "ALN. 44 V7 WERrOP36' I CafeA. Kn P 4006 B• PI.M. hwI h -_ 7E66 I ------------- ' ry h Pant o Bath 00 1 OA 44' OR h O.E. 216656 STOR,16E f 74106' I 4..y r4Z - 6•' Q O -- 3'-4• 7v 7:n Bathr 1 A K- 131' Vva& r IMO MII w.i.c.2466 l-Car Garage I T4' CL4 Foo M or r- Ub I I I I I I • I I I I w , N I I a Owners ' I I l 60160[0 Porch T4Cr h h Jh f T4.. I I. 2-• 9'. 6'40• TH Y4O 2r -W 4 4 zr-0' i 21'-r ] P TYPICAL CONSTRUCTION ASSEMBLIES: SHIYAF OR ClOWURM TILE ROOF (STYLE r- 0 VARE51 PER COKUSTY SPEW OAR ROOF R ¢ I S7RZll [s Alm ROOF FRAWK PERVA FIRS FLOORING ON 30• 70WAIE N GROOVE IM1e• Main Floor Plan O 2' W b V4' • tuft AT 2284 lT' = ro• AT 1067 VN+ ttA ut w7w No- SQUAREFOOTAGES INOI.RµW2.IMQIId1Al ML10R 624 FLOOR QW AL 259 102 YL7 2 eta Ib• Upper Floor Plan O 2' 4' v 2r -W 2 V4' s Iso• AT 2204 W• I'C AT IMI 2Y-0• rk 114200 L `Q+ `A`L Traditional Elevation ROM %FAMW. OR FLOOR IM51M OR MOOR s101515 AS NON® ON 67"RRPI DRAIOKS. 4 M+OItlLITIOO COIU M SLAB OYM VAFM BARIUM REFM TO STRIZAIRAL eMMM Nfi DRAM M%TIP. E9A. ALL WHOM SHALL COt4T.Y NIM MICA" STANDARDS cunimm N AF Ur.4M IreS. CHBU s. B M CCH SlFRBN TO VE IF Y AT LEAST Ott MODOK Of ALL. ABaRItOCI S TO HAVE A CUM 1156RES6 OF8" OF 53 Sa FT. NTH HN 01INE1FiON OF 24' IN IBNR AND 20• W M%SILL MOIT NOT 6RFATER THAN 44' ABOVE MOCK C. TYRM MOW 1F.AD MBGIn. 6'C AFF. 14• FLATE LEI6NT MAN To• AFF. 04' PLATE NB61R DWOI E ALL ELMVY AL AND MEGUNK/L EGLWHW 6 1'ET95 ARE S aECT W RELOCATION OLE TO FIELD CO VITIO GI CORMALTOR M VERIFY. F. WAC. PROVIDE BACK DRAFT DAMPERS O DRM VBNT. HOOD VENT. 4 E*MT FAME 6. CB4MTM POE" NSTALL PER LOCAL CODE. N pMO&M ARE TO TIE FACE OF STD, VNO. L ALL EXFMOR DMB8M AIM TO FACE OF Cru OR Sncs ULES6 0DERKS% WIRD. M ALL ANSUP PARTITIONS ARE 45 OFbiITS W M OD436ISE "MM FLOOR PLAN NOTES: 1 RE FOLLCHMS, KEnMES FUSBU M 60SOLS AS SM M ON P AMb. L FRALM/ VAMUAI 5 PROVIDE ALL RAM / 6UARORAL IDAMTERS TO BE SPACND SIUI THAT AC 5MC MIT21 PA56 EEIM E N DAL SIM RALOWMNIDRALS ARE TO BE AT A 94' KNIKIH TO 96• KA10"M MWA T AFF. NTH RMO NS PER LOCAL CODE RMIL4 6 AT 601AJDRAL LOCATIONS TO BE AT 42' NMW AFF. OPT. MIMS, - SM DOCMM CORAOW 2 LK OF OvM4 6MAM DOOR W OPEN POSINI K 3. (2010 PRG 5MVION 5I0 FOR STAIR IM 4. SLOPE 6ARW FLOM VD• PER FOOT TCHARD OVEREM 6ARA6E DOCK CM" 5. FF AM As SPEMED BY MLL6t 06TALL PER "MEFAOTIRERS SMARUTIM& ALL FAOTORY &LT FREFLACa SMALL CA•PLY MN LOCAL Cana 6. 2X4 IOP MULL 90•AFF. 7. sM W 6ARB•AE D05fif AL 6. DISH ASTM t RMM b. COOK TOP L OVEN LL RBRI6HLATOR SPACE. B. PANIRIf - 0116' 0.51B.VE4 I4. PEVESTAL SWOC B 17'XT2'6ARMnB I& TLED S"OM W 6LA5S BCL05UMIL PER B LOW SPEC. n. 42'XbW TLB 14 9Y X 60• T MUCH t R LIEN SHELVES 20. KMAER SPACE Y MYER. VM 22 OPTIOIUL LALILRY SMC 231 PROVIDE MON CCI IMMI E PLATFORM ELEVATED W ABOVE 6ARwA MOOR FOR B.EOm MNTBL HEATER. 24. N4COHDOX 25. SMB.V@16 PER MUM SPCC.:. 26. AM ACOP'% 122102' WIO.I 7L ATM ACGE56 W STAIRS U2 M64' U 2e. 6YPSIM BOARD CPBO16 MM W 4TH 29. 61MM WAFV ARCH ISM WIHNICR MWAT1Or<J M 61P9W BOARD LOH KML.3D' AFF. Nl® W MCF CAP. 3L SOFrit Rl3Ht TD onaaDR BIVARIO816R 186NM 4 AROOIEOR.RA . DETAIS FOR 1 FDVA 32. FWN151BF, SEE FJ(IFIdCR B2:VA 39. HALF KALL W HOOD UIP OR OPIIOWL KA L. WIN RAJL0I6 ABOVE 34. MTCH RAO. SM EL&AfM 35. 3W W CMAMM STOOP. 36. 690 BEAK 31 OPTIONAL tPMin CABIEM 3O: OPTMM CA9It7B LU x OPROIW- C41FIFERED UMJMM`AS WIEDMRIMV, 40. LDE OF MULL ABOVE 4L LIE OF MULL SOK 42 2X4 LOi MW14YAFF. 43. 2X6 LON KNL 47 AFF. 44. Sex OPEN MOD RALIK. 41 FOR ADDITIONAL. MM SM 69E1RAL IMONTIRESMSM4DETAILS, 6 46. W X W X Y ART MIM 'ys 47. HCFA LMAL LAMMY ONR1E 1c 4A LOT MW1.42•AFF. 44 67P9M MAW ARCH , &-a W V-& Uj 5a Lai MW13*AFF. S. 90' AFF. COLM W W60 MAL MILL 1 L CLEATS, PER BNL092 5PEO. 52 60•)60' GARDEN Rb c b i i=D' 9•-4• 3'42. Y-ICii' 3`4' lit i 9050 J. 9 WISH Bedroom 7tb, Y' Bedroom 2 r4` P 4006 B• hwI h -_ 7E66 I ------------- ' ry o Bath 00 Is or h STOR,16E f 74106' 4..y r4Z - 6•' Q 7:n Bathr 1 A K- 131' Vva& r w.i.c.2466 el I w , a Owners ' Suite o 4-0' TRAY O6. M. - I T4.. I I. 2-• 9'. 6'40• TH Y4O IM1e• Main Floor Plan O 2' W b V4' • tuft AT 2284 lT' = ro• AT 1067 VN+ ttA ut w7w No- SQUAREFOOTAGES INOI.RµW2.IMQIId1Al ML10R 624 FLOOR QW AL 259 102 YL7 2 eta Ib• Upper Floor Plan O 2' 4' v 2r -W 2 V4' s Iso• AT 2204 W• I'C AT IMI 2Y-0• rk 114200 L `Q+ `A`L Traditional Elevation ROM %FAMW. OR FLOOR IM51M OR MOOR s101515 AS NON® ON 67"RRPI DRAIOKS. 4 M+OItlLITIOO COIU M SLAB OYM VAFM BARIUM REFM TO STRIZAIRAL eMMM Nfi DRAM M%TIP. E9A. ALL WHOM SHALL COt4T.Y NIM MICA" STANDARDS cunimm N AF Ur.4M IreS. CHBU s. B M CCH SlFRBN TO VE IF Y AT LEAST Ott MODOK Of ALL. ABaRItOCI S TO HAVE A CUM 1156RES6 OF8" OF 53 Sa FT. NTH HN 01INE1FiON OF 24' IN IBNR AND 20• W M%SILL MOIT NOT 6RFATER THAN 44' ABOVE MOCK C. TYRM MOW 1F.AD MBGIn. 6'C AFF. 14• FLATE LEI6NT MAN To• AFF. 04' PLATE NB61R DWOI E ALL ELMVY AL AND MEGUNK/L EGLWHW 6 1'ET95 ARE S aECT W RELOCATION OLE TO FIELD CO VITIO GI CORMALTOR M VERIFY. F. WAC. PROVIDE BACK DRAFT DAMPERS O DRM VBNT. HOOD VENT. 4 E*MT FAME 6. CB4MTM POE" NSTALL PER LOCAL CODE. N pMO&M ARE TO TIE FACE OF STD, VNO. L ALL EXFMOR DMB8M AIM TO FACE OF Cru OR Sncs ULES6 0DERKS% WIRD. M ALL ANSUP PARTITIONS ARE 45 OFbiITS W M OD436ISE "MM FLOOR PLAN NOTES: 1 RE FOLLCHMS, KEnMES FUSBU M 60SOLS AS SM M ON P AMb. L FRALM/ VAMUAI 5 PROVIDE ALL RAM / 6UARORAL IDAMTERS TO BE SPACND SIUI THAT AC 5MC MIT21 PA56 EEIM E N DAL SIM RALOWMNIDRALS ARE TO BE AT A 94' KNIKIH TO 96• KA10"M MWA T AFF. NTH RMO NS PER LOCAL CODE RMIL4 6 AT 601AJDRAL LOCATIONS TO BE AT 42' NMW AFF. OPT. MIMS, - SM DOCMM CORAOW 2 LK OF OvM4 6MAM DOOR W OPEN POSINI K 3. (2010 PRG 5MVION 5I0 FOR STAIR IM 4. SLOPE 6ARW FLOM VD• PER FOOT TCHARD OVEREM 6ARA6E DOCK CM" 5. FF AM As SPEMED BY MLL6t 06TALL PER "MEFAOTIRERS SMARUTIM& ALL FAOTORY &LT FREFLACa SMALL CA•PLY MN LOCAL Cana 6. 2X4 IOP MULL 90•AFF. 7. sM W 6ARB•AE D05fif AL 6. DISH ASTM t RMM b. COOK TOP L OVEN LL RBRI6HLATOR SPACE. B. PANIRIf - 0116' 0.51B.VE4 I4. PEVESTAL SWOC B 17'XT2'6ARMnB I& TLED S"OM W 6LA5S BCL05UMIL PER B LOW SPEC. n. 42'XbW TLB 14 9Y X 60• T MUCH t R LIEN SHELVES 20. KMAER SPACE Y MYER. VM 22 OPTIOIUL LALILRY SMC 231 PROVIDE MON CCI IMMI E PLATFORM ELEVATED W ABOVE 6ARwA MOOR FOR B.EOm MNTBL HEATER. 24. N4COHDOX 25. SMB.V@16 PER MUM SPCC.:. 26. AM ACOP'% 122102' WIO.I 7L ATM ACGE56 W STAIRS U2 M64' U 2e. 6YPSIM BOARD CPBO16 MM W 4TH 29. 61MM WAFV ARCH ISM WIHNICR MWAT1Or<J M 61P9W BOARD LOH KML.3D' AFF. Nl® W MCF CAP. 3L SOFrit Rl3Ht TD onaaDR BIVARIO816R 186NM 4 AROOIEOR.RA . DETAIS FOR 1 FDVA 32. FWN151BF, SEE FJ(IFIdCR B2:VA 39. HALF KALL W HOOD UIP OR OPIIOWL KA L. WIN RAJL0I6 ABOVE 34. MTCH RAO. SM EL&AfM 35. 3W W CMAMM STOOP. 36. 690 BEAK 31 OPTIONAL tPMin CABIEM 3O: OPTMM CA9It7B LU x OPROIW- C41FIFERED UMJMM`AS WIEDMRIMV, 40. LDE OF MULL ABOVE 4L LIE OF MULL SOK 42 2X4 LOi MW14YAFF. 43. 2X6 LON KNL 47 AFF. 44. Sex OPEN MOD RALIK. 41 FOR ADDITIONAL. MM SM 69E1RAL IMONTIRESMSM4DETAILS, 6 46. W X W X Y ART MIM 'ys 47. HCFA LMAL LAMMY ONR1E 1c 4A LOT MW1.42•AFF. 44 67P9M MAW ARCH , &-a W V-& Uj 5a Lai MW13*AFF. S. 90' AFF. COLM W W60 MAL MILL 1 L CLEATS, PER BNL092 5PEO. 52 60•)60' GARDEN Rb c 9 g 1 O lit J LM 0 2 r•, 1 A V F- u) C N 1 L- a O S 100 MAJ 0. &" 2* O/M eu D . n.M.3 6 MTM"M DRUM IT CALAIS 1 - MUUW MOOR MAIN -All TRADITIONAL ELEVATION BIRCH - RI64n Lot 143 Birch - Plan 1832 42.1 U B -R 4V.L Floor Plai 0' V4' • r4 04AT22 D6'•r-w A, OM cDFmwa1N1 F 9 B 4'`•••i , 04 LQP+0110W L LI$ SQUARE FOOTAGES REOOLOD • MO t W TMORpI W HLYJft 094 IO09 KI me 74996 02 K1 7520 Upper Floor Plan O 2' 4' 0' T -D' AT 22164 ND' • FC AT IOdI COM R6111L C0901044L Traditional Elevation TYPICAL CONSTRUCTION ASSEMBLIES: SIRNiIE R" C1016111=11m OR COVIETE TEE Rom 15M.E VARIL-A FER CA+UDnr 5PELSt OVER RPOF SWATINIS AID A" FRNw PER STRJORRM. FOM flUOROIS 0114.1OWa 1 6ROOVE ROCK SWATM1Yr CII RIM TRFism OR ROCR.OST5 AS NOTED ON STIM11RAL 17RAM1165. G M ICUT1CC 4MYMIE 5LA8 OVER YAM OAF40M F TO $7I1111CTlRAL 061WERM DRAMAVA M L K I O6 SALL CARP MTN HNKH STNOMrff OALOW IN APFi1CMP RE. Olt af1C B KIVCM SilMLIER TO WR" ATLFAST OW MOON IN ALL MRO" TD INVE A aim F;gm4 mains OF 5T 5a FT. POM HK 0000M O' K' IN ItXHT NO 30' N KIM SU M309 NOT 6REATER 714-41 M' ABWE ROOK. G TTPICA. IDDM INEAD WISI f. 6'-0• AFP a 44' PLATE N3WIT X11101 7L0' AFF a"RATE IEWIT NHDI E.QAU YS ALL ELWIRICA. AND MLIWMAL EQWKW 1 FETOR AM SDJBCT TO FBOCATION OE To RaD COIDIfIOK4 CLTIIRACTOR To Vem. F. K&CdPIVAM BACK DRAFT NVOT36 o DR11R OB.IIOoo Vom 1 DOLAt6T FN6 a CH43mT1O0 FD/SII 01SIA L FEL LOCAL COLE R W061016 ARE TO THE FACE OF 51W. ONO. L ALL D13MOR 00• OM ARE TO FACE OF CMI OR S1WS UGLY. o11H605E H70. M ALL AWLED PARFITM ME 45 DE6REES IDOLA oB61N9E IDFED. FLOOR PLAN NOTES: TIE FO1d016 MWrE5 RIFEW E Ile S"01.6 AS 5ON1 O7 1146, L F RAL06 / 6UNRMAL IS FROAM. ALL RAIA16 / 6VAIMM L BNASTM TO 0E SPr SIGH TINT A 4• SIR C.-NOt PA59 BET 1 LWISTERS RALOW MCIRA05 AIM TO DE AT A 5V M01M TO 9D• NNOM.N IE151R AFP. MM IETIiBE PER IOGAI. CODE MM AT W RIPRAL LOCATIOB TO EE AT 4r HRMM AFF. CPE. RAILD6. - SM PWJt T CCRR-O25 2 LOE OF 0013MM 6ARASE DOM M OFEH FOSITICK 9. D IO FTZ<. SECTION SRI Wilt STAR WO. 4. SDFE 6NTA6E FLOM VD' FER FOOT TOKOW OVMEAD 6ARA6E ODOR OPBD6, A 11112HACE. AS SP5014W BT VALOOL 116f FER MWAC110EL9 SFBUFViAT1O6 ALL FACICITT SKY FUMACES S L 00HP .T MM LOWL COOPS e. 70 LOH WL 3WAPP. 1. SIM W SARBAGE GSPOSAL A OEiiOlA51Ht L RAIISE 10. COOK TOP IL OV9I li RE1106ERATORSPACE LL PAHM-1516-0 SIBV6 K. FEEE51K SOK 5. 42• x 7r 6ARPON UD I& UM SFkCI I W 6LA56 OCLOSM FER BILM SPEC. n. 42'XW TLB A 3r x 60' TID901HER R. Loa 518.Vf3 2D. WSIE t SPACE 21. PRYER, VB4 72 OPTION& LNLORT SDK 21 FRNIOE 1CNCO9YTI M R.A7FM ELEVATED W ABOVE 6ARME FLOOR FOR EIMMIO MIER WATER. 24. IVJGM0= 71 SIOiVNS FEx Balst Sltt. 26. ATM ACCE56M,•M02'URN. 22 ATTIC ACa%W STARS 02 WS54' UJV1 2A GVM" WARP MM Off NERI R %W BP/ATIC0 X 6TP%H WNW ARCH OM N 1!RW FLLVAIIOfA1 A' 30. 6TMH BOARD IDN W&L.30' AFF. 00WTDFCAP. SL 50". RUM 70 UTH6OR BE,/AT CINTM H36M a ARCHT LIUW. DETAILS FOR , FMK 92 RNR 96F, SEE DITL7t10R BNA 9a IALF NAIL W MW CAP OR OPM= HILL MM RALD16 ABOVE 34. FCR01 RAN. 5fEBEVATIOL SS 56786' COIL ETE ST". 96. Tim BE01L 91. aTIIONAI APER CAaWfl LU3f1OPTIONAL `+ A O'f1OPL COFFER10 CM16 N6I»t®j ftA,lU v, 40. LDE OF WU ABWE A LDE OF FALL 08 ON 42 7x4 LOH PIALL 4rAFF. 43. 7x6 LOH FALL 4r AFF. ate 41L 9h11 OFB1 MCV RAVE. 41 FOR APPRICIML NOTES SEE 6E18t4L -2OITITLESHEET4DETAILS 46. Wx96•xrART WW 41. NORIMAL LA IM CME 40. LDH HALL .42' AFP. 44 6TPSI.H D(M" ARCH o 0+0' TO V-6. LU 50. LCh HALL MW AFF. A 90• AFF. COIRO2 W DIAGONAL 9PP0 11 NAIL. LLFAm PER MDER SPEC. W. tC16o• 6AROBI 10 e Bkip S• e+ lE9 yl LA I P GPM BSB DMIGN t46 ta SL&ft W% SN.1IWta.RaiYs" tlOx94M x8116 ,into mw= -m M%G t OT c m mm - KDOR mm TRAOIIONAL ELEVATION F®M7oD - LHR Lot 144 Redwood - Plan 1943 A2.1 UR -L i R svpetr r[ w rro• L Floor Plai e' V4' • P-& AT W4 De' • E-0' At u n rar+aow4 s 1 n w,ALLKWOM MALL WPI LY MM MINK" STAHM" 0A60® N AFPUC.A I.E RES C/ELI.m B. IOL:" 90PLER TO YOUPY AT LEAST J at XHDrM N ALL CEURD" TD NAVE A EEC& C EM RM6 OFEN16 OF M PT. MM IDR POVIS 11 CF 24' N LLiGM AND 2V RI NDRL9u MONT IGT MAYER L 11 p MH 44' ABOVE FLOOR G TYPICAL NNOM WAD MUM 6'-0' AFF. 4'-4' PLATE IB6M MIO. T-0' APP O 64' PLATE WAM OHIO. E. MCIR y. ALL ELEC .AL AND I 4WW 11. f0JPK IT 1 IEIIMS ARE SULFLT TO RBOCAIICN Ole TO F1BD COt1T101E1 canwroa TD VED'T. F. W,&LFROVILIB BACK GRAFT DAIfEIG & MnR VENT, ROOD V8U,1 EIOWbT PANS. 6. CBETITIMS, FINISH DWALL FIX LOGOL CODE. N MM06 ARE TO TIE FACE OF STA, M. L ALL E CIMM DR &MG ANE 10 FACE OP 4J OR STIRS wam onewE NWED. H ALL ANSLPD PART11016 AIM 45 MRM 5 mm OTIs"W NOW FLOOR PLAN NOTES: SQUARE FOOTAGES L®F100D • a,lll 1 w • T1IAOIQLLL PLOOR 641ZPA 249 102 C Traditional Elevation FF Be PoLIOMm16 XEOVIE$ TIEI'm AS 94" ON FLANS 1. IF RNLM& / OWJWNNL 6 PRWM. ALL PAL.DL' /6LKRDRAIL BM.LSTERS TO EE SPACED S" MAT A 4'5M CANOT PASS 6ETHM V ALLSTBIS RAUCOWLRALS ARE W LE AT A 34' HDA M TO 56' MA04N IEOU AFF. NM RERRI6 PER LOOK CODE. RAILN6 AT AWRAIL LOCATIMS W IM AT 42' MED W AFF. MY. RALJM. - SEE DOaHM c4m. 8 2. LIE OF OVBa AD 6ARA6E DOOR IN CFEN POSITION. 3. I= FRO 66CMI 310 FOR STAIR RED. 4. SAFE &WW FICCR D6' PER FOOT PER KAII"WIR$5 NWIFICAra& ALL FWORY BAT FIREF ACE59Wl COfLY NM LOOK c4m 6. hN IOLMLL SWAPP. T. SW W GARBAGE 0GP79AL Q VERKA61ER L RMC# b. COCK top IL OAH 12 FURC,6MTOR SPACE F'A FNM -C#w'D. SIaVE4 N. FEDISTK SDRC 47 X 12' 6ARCEM RJ6 W TILED SCM W 6LA56 O CLOS MR m 4246O TLB 9k 52' x 60' Td54mm PL LIM 548VE5 20. MOM SPACE 2L VRYMVtW 22 OPIICTUL LAUVW SDRC 8. PROVIDE NON-MMPSTCLE FLATFaa4 9P/AT® W ABOVE GARME FiDOR FCR EUY.I C IMIER WATER. 24. K%4WN BOX TS, %MVDG PBL 06001 WSA 2A ATTLO ACCO5 Q2 M' DAO.. 2t ATM K4E% W STAIRS JM 02961' DJj/J,, 2e. 6Y BOARD O M06 6ff INTERIM TLEVATVQ T21.Y WART) AR:F ES@ INTERIM ELEVATIOW 3D. &"H BOATID LCM MAID.56' AFP. 910WKFCAP. a SOFFIT. FIEFER TO EJttBeOt RWATi qM I,Mn/ ARCHIMC-1I1FZK DETAILS MR ' FDVA 52. FLAM 9LLF, 503 ExTHtIOR HEV M NNP MALL W Pmu CAP DR DF'IWIN. rK . NM RA0916 ADOVL- 94. POECN RAIL. SEEBWATIOL 35. 36996' CaXSMM SF". 36. hoe BEAK r 31 mom UPPER CAMEM B& OPIIOIAL CAMETS. uj x oPTIom COPFIM CEU* FAS NDT®05R.A10 40. LEE OF MALL ABOVE 41. UE OF MALL BBOT. 42. 2x4 LOM MALI.4TAPP. 43. 2X6 LOM KALL42' AFF. - M. 36% OPEN IVOD RNLIM 45. FOR AOMT101UL IVIES SIM 60BM-MOTRESIEET1CETAILS 46. I6' X 36' X 2' ART Tawe 41. WRIZONTK LAYDRf:DIE cc 46. LOM MALL NY AFF. 41L 6YPSIM BOAW ARLiI • B-0- TO 64:' uj 50. L:/ KALL 32;' A.F.F. 51. 3O' APP. MINTER W VWXM WV0Mf MAIL CLEATS PER M&M VW 51 60 YW 6ARC31 TIB TYPICAL CONSTRUCTION 4 ASSEMBLIES: ORorMOMCONI rmm ROCF15ME VARIM PER COfUM SFECSI OdR ROOF 1 5NEATMI6 AND ROOF FRAING PER 51RK.TEW- FDMRIMSISAlR"wigs OR ROCR.105T5 AS N01®ON SIRGIIRAL a ORAIOIS& k Iu14=E6 caNCRETe SLAB ael VAPOR BGN6=ORANroN6ET n w,ALLKWOM MALL WPI LY MM MINK" STAHM" 0A60® N AFPUC.A I.E RES C/ELI.m B. IOL:" 90PLER TO YOUPY AT LEAST J at XHDrM N ALL CEURD" TD NAVE A EEC& C EM RM6 OFEN16 OF M PT. MM IDR POVIS 11 CF 24' N LLiGM AND 2V RI NDRL9u MONT IGT MAYER L 11 p MH 44' ABOVE FLOOR G TYPICAL NNOM WAD MUM 6'-0' AFF. 4'-4' PLATE IB6M MIO. T-0' APP O 64' PLATE WAM OHIO. E. MCIR y. ALL ELEC .AL AND I 4WW 11. f0JPK IT 1 IEIIMS ARE SULFLT TO RBOCAIICN Ole TO F1BD COt1T101E1 canwroa TD VED'T. F. W,&LFROVILIB BACK GRAFT DAIfEIG & MnR VENT, ROOD V8U,1 EIOWbT PANS. 6. CBETITIMS, FINISH DWALL FIX LOGOL CODE. N MM06 ARE TO TIE FACE OF STA, M. L ALL E CIMM DR &MG ANE 10 FACE OP 4J OR STIRS wam onewE NWED. H ALL ANSLPD PART11016 AIM 45 MRM 5 mm OTIs"W NOW FLOOR PLAN NOTES: SQUARE FOOTAGES L®F100D • a,lll 1 w • T1IAOIQLLL PLOOR 641ZPA 249 102 C Traditional Elevation FF Be PoLIOMm16 XEOVIE$ TIEI'm AS 94" ON FLANS 1. IF RNLM& / OWJWNNL 6 PRWM. ALL PAL.DL' /6LKRDRAIL BM.LSTERS TO EE SPACED S" MAT A 4'5M CANOT PASS 6ETHM V ALLSTBIS RAUCOWLRALS ARE W LE AT A 34' HDA M TO 56' MA04N IEOU AFF. NM RERRI6 PER LOOK CODE. RAILN6 AT AWRAIL LOCATIMS W IM AT 42' MED W AFF. MY. RALJM. - SEE DOaHM c4m. 8 2. LIE OF OVBa AD 6ARA6E DOOR IN CFEN POSITION. 3. I= FRO 66CMI 310 FOR STAIR RED. 4. SAFE &WW FICCR D6' PER FOOT PER KAII"WIR$5 NWIFICAra& ALL FWORY BAT FIREF ACE59Wl COfLY NM LOOK c4m 6. hN IOLMLL SWAPP. T. SW W GARBAGE 0GP79AL Q VERKA61ER L RMC# b. COCK top IL OAH 12 FURC,6MTOR SPACE F'A FNM -C#w'D. SIaVE4 N. FEDISTK SDRC 47 X 12' 6ARCEM RJ6 W TILED SCM W 6LA56 O CLOS MR m 4246O TLB 9k 52' x 60' Td54mm PL LIM 548VE5 20. MOM SPACE 2L VRYMVtW 22 OPIICTUL LAUVW SDRC 8. PROVIDE NON-MMPSTCLE FLATFaa4 9P/AT® W ABOVE GARME FiDOR FCR EUY.I C IMIER WATER. 24. K%4WN BOX TS, %MVDG PBL 06001 WSA 2A ATTLO ACCO5 Q2 M' DAO.. 2t ATM K4E% W STAIRS JM 02961' DJj/J,, 2e. 6Y BOARD O M06 6ff INTERIM TLEVATVQ T21.Y WART) AR:F ES@ INTERIM ELEVATIOW 3D. &"H BOATID LCM MAID.56' AFP. 910WKFCAP. a SOFFIT. FIEFER TO EJttBeOt RWATi qM I,Mn/ ARCHIMC-1I1FZK DETAILS MR ' FDVA 52. FLAM 9LLF, 503 ExTHtIOR HEV M NNP MALL W Pmu CAP DR DF'IWIN. rK . NM RA0916 ADOVL- 94. POECN RAIL. SEEBWATIOL 35. 36996' CaXSMM SF". 36. hoe BEAK r 31 mom UPPER CAMEM B& OPIIOIAL CAMETS. uj x oPTIom COPFIM CEU* FAS NDT®05R.A10 40. LEE OF MALL ABOVE 41. UE OF MALL BBOT. 42. 2x4 LOM MALI.4TAPP. 43. 2X6 LOM KALL42' AFF. - M. 36% OPEN IVOD RNLIM 45. FOR AOMT101UL IVIES SIM 60BM-MOTRESIEET1CETAILS 46. I6' X 36' X 2' ART Tawe 41. WRIZONTK LAYDRf:DIE cc 46. LOM MALL NY AFF. 41L 6YPSIM BOAW ARLiI • B-0- TO 64:' uj 50. L:/ KALL 32;' A.F.F. 51. 3O' APP. MINTER W VWXM WV0Mf MAIL CLEATS PER M&M VW 51 60 YW 6ARC31 TIB C N L D 00 c 0 rU) LM 0 0N r N Lm O 0 LE: W) J N N m LCLJcao N G m a BSB DESIGN mrrDWtllllOteom 100 MYn 9. saos" S.W NMbr. FWA. 3615 umaos JMIC W,41M NWMaft a MAW as ocaoa - FLOOR PLAN TRAMMM ELEVATIOI REDHOW • LEFT Lot 145 Redwood - Plan 1943 A2.1 U R -L i!f C N L D 00 c 0 rU) LM 0 0N r N Lm O 0 LE: W) J N N m LCLJcao N G m a BSB DESIGN mrrDWtllllOteom 100 MYn 9. saos" S.W NMbr. FWA. 3615 umaos JMIC W,41M NWMaft a MAW as ocaoa - FLOOR PLAN TRAMMM ELEVATIOI REDHOW • LEFT Lot 145 Redwood - Plan 1943 A2.1 U R -L E AIrQ IL WK47 MA L loor Plai e• U4' • F-0' AI 2D04 U!' • P -CN AT ILMI g^y 9 ' * It ` h : `3Et} g - Ef Upper Floor Plan O 2' w 6' W' • WAT 2204 mmmmmmimJ tB'•I'4'AT IW CORP D*ML F FOOTAGES 3081-1RAOBKDLLL TIO 1243 455 4 43 ITUTAL ]65 Traditional Elevation TYPICAL CONSTRUCTION ASSEMBLIES: A. ROOF commicrim slmI61.E OR CONCRETE 1I E ROOF (6TYLE VMM FM Lw4 MI`T SPEM OVM ROOF 91EATHHK AM RDOP FRAMr. PER STRCTITCAI- B FEW Amnio ON 3N' T wAr: 1 6RWVE MOOR SIEATIM ON ROCK TR ES OR FLOOR JOISTS AS NOTED W STRICRRAL ORAMI66, c. Q filaEiHOHOIITIDOWWREIESLABMRVAPOR BLRRJBt Ia3iR ro SIIdGIURAI BISDQ$tDK DRAYOl55, TIP. C e Oei A ALL H COOPIS STALL OCHILY HM q ryfHOOIMSTANDAWSOURIIEDINItRES 6 Y 9 Lm ro At LEAST 5 ONE IOmO4 M ALL BEDROOMS ro HAVE A a 11-- 4LEAR fif!€6 OF006 OF 11 Fa FT. D S20' IN P4117% SILL MWIT Inf 6FEA79t CaTHANM' ABOVE FLOOR rd3 0. IYRCAL YWCA HEAD N&6Hf. 6w AFF • 4'i' FUZE H %w ONO) 7C AFF • W -I' FLA1eW6Hf LINO) E w cL1Fvy ALL ELKTRKAL AND W10WIC- L EGMWENT 1 MOM AIE SaArt 10 MDCATION RE 10 FIELD CQOI104 CQIIRACUR TO VERIFY. P. 1bPROOVIVI DE BACK DRAFT DA/P6lS • Dltl'6t VU HT, NOW V09,1 COWbT FAN1 6 C8 BMI1M FDOS H O RWALL FER LOCAL COLE N 0BBET016 ATE TO THE FAZE OF SW, D UNC. uLALLEXTUMPOMAOI6ARETOFACEOFL CHl OR SRDS US E 011ff&M NOTED.O O hKALLAWAMPARIDME45 CTH3 UDESS OIIumsc NOIED- FLOOR PLAN NOTES: 8 TIE FOLLCH16 I:EMOIE5 MENCE THE r x SYYBOIS AS SH CHI CH F A16• L W PAU* / WAIRIPR/AL 6 FROVM ALL RALINS / 611APMRAL BAMIERS 10 E SPMA 5" THAT A 4.5RtRE CANNOT PASS BEMER BVlFTEM RAILCUUMO ALS ARE TO BE AT A !4' IOCHH TO 36' HAW H WI HT AFF. Y6M I+f ME FUt IDCAL CODE RALD16 AT 6UARpRAL LOCAROI6 TO E AT 42' MMM AFF. LPI. MMS. - SEE VOW"IT Chat -OT)! 2, LDE OF OA34EAD 6ARA6E DOOR IN OPEN P09I1011 i, COO FRC.5EC110II'1!D FOR STAR REO. O4. SLM 6ARA6E FLOOR W FIR FOOT TO4MW OMMEAD 6ARA6E DOOR OFMM A I F7RElA6E, AS U%CMED BY MLOBL 06TML MR KAffAC-T{Riltr+ SFFLIFIC ATIQ6, ALL FACTORY dLLT FlIMPLM6 SHALL COYFLY HM LOCAL COLE+ 6. 2x4 LON KAU XYAFF. 1. SDRC W 6AFMAM VFAVSAL 6. 015"VeSFBt 4 RAMS O V. CLICK TOP p LL OVEN Q Ia3iZf69tA7DR SPALL N B, PANTRY - &Y 6' D. SIEVE 4V 14. F1DEsTAL SW 7 A Q 42' x tr 6ARDEN RB N w MW 9WKR W 6LASS DXLCWtt FM d o y2 CDWLMSFM IL 12160'RB CppO 10. !2' x 60' R84NOY8i JM. Loa SHELVES 70. It49Bt SPACE XORYM Von LL p 22 OPT"VL Lft"Atr SDK 23 PW.M NC14CQUlTIMLE FLATFQV4PoR cc BEVATED b' ABOVE 6APME ROOK mBFLTRICMYERIEAML 24. HA1PXRWX a Il SIELYM FIR PAXM VMS, 26. ATM ACCLArn ar UTO). 7L ATM MaSSW STAWS 122 (/2554' UVjk 2A 6YP9M BOIAM OPF]@K M W5WR %W QLVA7IR£d x Watt BOARD ARCH FSE M MOR 9-EVATIOW 3R M H ECW4D LOH WW1.96' AFF. #J W W CAP. SOF31, MW TEPWR ELEVAIIR/'TIFH3LTOIX n a HEIWIIS 1 ARMIMIUIZAL DETAILS MR , Ilii FPLM D SNBF, SEE FJOLit1 01t HLVA,1 BSB93. MfI1/4J-W I WD UP OR OPBC7iN. Is HALL HM W"* ABOVE. 34. FIpC1 P^SEEBEVAUM D[SIGH 3 STOOP. ( 36. 6x6 BEE/ wtaraElE 1— Hee001ip1urow oem W WW14L f A.= 31. OPWHAL I.FFBR CABI ETS,1 B, OPRQIAL CABDEM W at* H tm Fle1N•1 M 3L OPIIOHN. C luteD CBLIRS GAS NOW 813204=6 RANI u, 40 LDE IF HALL ABOVE M eMl. "0111M ,D4LLDEOFKqLeEOL 42 2X4 LOt NULL 42'AFF. ayy4t 51 QED FLOOR FWI432* IRI H41L 4Y AFF. 44 36x "I MMP MLD6. MADITIONIIL BPYATION 45. TCR AODIF1044L NOTES 5E 6Bl3ML " HUM - MY -7 ON RRE 9ffT 4 OEl 46. ID• x 56• X 2' ARF WE IX41H%a1OMAL LALIMY OM Lot 146 4& LCH HAIL 147 AFF. Widow' Plan 2Q5944. 6YFW4 BOARD ARAN . 6'4' TO OW Uj L 7A"•' U W L50ICH .PJP. 4W AFF. X 47 APP. CQAHIHt W olA6alAL i 1 96OER MM. W U CLEAT%M W. 60'x!0' WIDEN RB to CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: i,1,- a i 4 n Documented Construction Value: $ -48e)y Job Address: _ 49 1)%I?XX ,d ecP,-_' 400, v T 13q Historic District: Yes NoX Parcel ID: Residential Commercial Type of Work: New [A Addition Alteration Repair Demo Change of Use Move Description of Work: 'i6T t- &-c -r.42 I c_i4 L. Plan Review Contact Person: Phone: Fax: Email: Title: Property Owner Information Name c l- jYbr ri zsv, Ic rnt s Phone: Lk l CvatW -00'1-1 Street: a(.'k) t• Yom, Ut u e n [)r 2t O Resident of property? • ,c City, State Zip:, Mo..;+IQcd FU Contractor Information. Name I'At.1f_ g:CU Phone: tom- cn felat-{gaa Street: Xt>,a a,r.i-a> e-3 Fax: _40-1 S1 ori - `l o 1 City, State Zip: Qe-1 o,rx d a 'rL- x$09 State License No.: EC=0 &19 .. . Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURETO RECORD A NOTICI? QF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST Bl; RECORDED ANb POSTED ON 'TRE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5n' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating. construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date A rni)LP Pri t Contractor/Agent's Name Sr atureofNolar} NotaryPublic Stalc of Florida My Comm, Expires Mar 26, 2017 Commission N FF 002174 r• O onded Through National Nolary Assn Contractor/Agent is Personally Known to Me or Produced ID • Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electricals, Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: L 13 `) 1Yloc£ 'W i _ 4.vn/ New Construction: Electric - # of Amps 15-12 Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Revised: June 30, 2015 WASTE WATER: BUILDING: Permit Application I ;ill' +,.+i Iii+4 1 dill 11' ! gill , ! !b l gl f.:. I! arccl ID Nun-tber: 27-19-30- 5TU -0000-.13y 0 Prepared By Kim Carter and 'Taylor Morrison I-lomes t:! • +il I 1 l .. I, t Return 'fn : 2600 Lalce Lucien Drive, Suite 350 Maitland, FI, 32751 NOTICE OP COMMENCEMENT. Stale of TloriIn. Co arty ol'Seminole. rhe undersig'ned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 71.3. Florida Statutes, the following information is provided in this Notice of Connnencement. I. Description of properly : LOT Legal Description : 'I'hor•nbrooke Phase 11, according to the plat thereof, as recorded in Plat Book 79, Page 43-45, of the itiblic records of Seminole County, Florida. Addresses : C s Sanford I I. 2. General description of improvements : Single Family 1-1blie 3. Owner information : Name "Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 33751 I. Fee Simple Title Walder : N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, Fl, 32751 6. Surety . N.A. "• `'S 7. bender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other clocuments maj;;^:'_ be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the I..ienor's Notice as providctl in 713.13(I)(b), Florida Statutes. N.A. o 10. l7xpiration date ofnotice of commeocemem: One year from the date ofrecording. rte: S WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT 0 ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN ." RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE ' •• 1 1Cz RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING. CONSU-1. YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE.OF COMMENCEMENT• o u 7) U t. I)nte signed : Stglt:ttnte of Uwrier's Agent ter_ 1-__' 1r,ni Asn 1ur•igltt 1;t or N:r.:'i is un oi` Floricln Inc. Sworn to and subscribed before me this by .Ichn Asa WVta51}t-fwho is personally known to me. Notary Public DA Clark yWar My commission expires: 6/27/19 r 2 !. Scrial No. ITF 09108 Notary Signature: as f sc;il: AND- Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the Inregoing and that the facts stated in it are true to the best of my knowledge and belie' COUNTY OF SEMINOLE — C ( o IMPACT FEE STATEMENT Li 3 3 3STATEMENTNUMBER: 16100004 DATE: August 15, 2016BUILDINGAPPLICATION #: 16-10000456 BUILDING PERMIT NUMBER: 16-10000456 0? w s, UNIT ADDRESS: MERRY BROOK CIR 469 27-19-30-5TU-0000-1390] TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL. INC. ADDRESS: 151 SOUTHHALL LN., #266 MAITLAND FL 32751 LAND USE: TOWNHOME TYPE USE: CITY-SANFORD CIR LOT 139/ THORNBROOKE PH 2 TOWNHOMES FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPE--------------DIST- SCHED ---RATE------UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Condominium* ROADS -COLLECTORS N/A 379.00 1.000 dwl unit 379.00 Condominium* FIRE RESCUE N/A 00 1.000 dwl unit 00 LIBRARY CO -WIDE ORD 00 Condominium* SCHOOLS CO -WIDE ORD 54.00 1.000 dwl unit 54.00 PARKS N/AN/A 2,450.00 1.000 dwl unit 2,450.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 2,883.00 STATEMENT arOr) RECEIVED BY: SIGNATURE: C -A PLEASE PRINT NAME) p/ DATE: NOTE TO RECEIVING SIGNATORYLAPPLICANT: FAILURE ENSURE TIMELY PAYMENT MAYEE TO NOTIFY n` 7^ OWNER AND R SULT IN YOUR LIABILITY FOR THE FEE. DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT l J 2 -FINANCE 4 -LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT T4IS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ' ISSUANCE OF A BUILDING PERRMMIT. 0PERSONSAREALSOADVISEDTHATANYRIGHTSOFTHEAPPLICANTOROWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREESTWITHIN45CALENDARnavenrmurar.rr.,T,, r,..._.... ___ _ ____ E OF OCCUPANCY OR OCCUPANCY. THE REOUIREMENTS nF Tur rnrrn l.yt1L.7 yr KVLKJ WVb"ING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRAT STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHEtOPLEFTOFTHISSTATEMENT. ISSUEDSWITHINM60TCALENDANORODAYS OFLTHEIF A RECEIVINGISIGNATURIE DATEOABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. IT J z p 7 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION FSt P E PERMIT APPLICATION H.0 -4Vr Application No: Documented Construction Value: S 6(pa 6 Job Address: LAv Mf'1'DOV, cf I' Historic District: Yes No Parcel ID: O i U */3 IS Residential W Commercial Type of Work: New E9 Addition Alteration Repair Demo Change of Use Move Description of Worlc: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: 0 Resident of property? City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE. BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must he secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FISC 105.3 Shall be inscribed with the date of application and the code in effect as of that date. 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application is NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthis county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured oll'the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 1 certify (lint all of the foregoing information is accurate and that all work will be done in compliance will) all applicable laws regulating construction and zoning. U^• I Signature of Owner/Agent Date Signature of C ctor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Print Contractor/Agent' Name EXPIRES Signature of Notaiy-State of Florida GEORGIA JUNE 8, 2020 Owner/Agent is Personally Known to Me or Contractor/Agent is V Personally Known to Me or Produced ID Type of 1D Produced ID "Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Ycs No WASTE WATER: BUILDING: Reeiscd: June 30, 2015 Permit Application NORTHWEST PLUMBING \14 111 O BID DATE REVISED BUILDER HOUSE TYPE SUBDIVISION TOTAL CONTRACT June 6, 2014 Match 23, 2015 TAYLOR MORRISON WILLOW DISCOVERY SPEC LEVEL 5.685 COLOR N COSTFIXTURETYPE MASTER BATH: TUB WA 50.00 TUB VALVE WA 50.00 WASTE AND OVERFLOW WA 0.00 TEMPERING VALVE NIA 0.00 SHOWER ROYAL 6042 SHOWER BASE WHITE I S252.00 SHOWER VALVE MOEN BRANTFORD 2152C C 1 89.32 EXTRA SHOWER VALVE WA 0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE 1 87.71 LAV GC UNDERMOUNT 2 0.00 LAV FAUCET MOEN BRA14TFORD 6610C C 2 S156.43 POWDER ROOM: TUB WA 0.00 TUB VALVE NIA 0.00 WASTE AND OVERFLOW WA 0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE 1 87.71 Lav STERLING SACRAMENTO PEDESTAL WHITE 1 58.33 LAV FAUCET MOEN CHATEAU 64925 C 1 0.03 BATH: TUB 5 WHITE STEEL TUB WHITE 1 5136.62 TUB VALVE MOEN CHATEAU TL- 183 C 1 591.07 WASTE AND OVERFLOW CHROME C 1 0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE I S87.71 LAV STERLING V• 19 DROP IN 2 55.68 LAV FAUCET MOEN CHATEAU 64925 C 2 136.06 BATH: TUB WA 50.00 TUB VALVE WA 0.00 WASTE AND OVERFLOW WA 0.00 WATER CLOSET NIA 0.00 LAV N/A 0.00 LAV FAUCET WA 0.00 KITCHEN: SINK GC UNDERMOUNT SS 1 0.00 FAUCET MOEN CAMERIST 7545C C 1 172.12 DISPOSAL BADGER V 112 HP I 578.00 BAR SINK SINK WA 0.00 FAUCET WA 0.00 WATER HEATER 50 GALLON RHEEM ELECTRIC ELEC I 282.96 HEATER PAN YES 1 50.00 LAUNDRY ROOM: SINK WA 0.00 SINK FAUCET WA 0.00 WASH MACH ROUGH ONLY 1 0.00 WM PAN YES t 50.00 SEWER AND WATER t 335.00 BACKFLOWS THERMAL EXPANSION TANK I S30.00 CHASE PIPE 1 S60.00 HAMMER ARRESTERS I 60.00 CAMERA / SNAKE SEWEF NIA 0.00 HUB DRAIN NIA WATER PIPE TO BE CPVC ANY BRASS CLEANOUT COVERS OR DRIVEWAY BOXES WOULD BE EXTRA CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S L.v'f fyo Job Address: &4,vov_ G i r2 A storie District: Yes NoX Parcel ID: Residential Commercial Type of Work: New (O Addition Alteration Repair Demo Change of Use Move 11. Description of Work: 4:'Z- e c Aw % C.*) L_ PlanReview Contact Person: Title: Phone: Fax: Email: Property Owner Information Name w,y ct(Y1 rri zM c rrws Phone: 40'1 Coa q -00 -.1'7 Street: ( J 00 rA Lit 6e -In [)W- 3L. Resident of property?: X0 City, State Zip:_ fYlca.:, Qr)d >YL 32-161 Contractor Information Name JA J I El c ea egx,4 r- Phone: t-IC?"i %t o1- Raa Street: a 1 r w Fax: Bien City, State Zip: ' ' Owl ow'A 6 rL- '-- ^ $ State License No.: E cOCoo 5914 Name: Architect/Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING- TO OWNER: YOURTAILURE TO .RECORD A KQTICE Uh. CQMMEjyCEMENT. MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MVS`T bE. RECORDED ANb POSTED ON THE 70I; SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as or that date: 5t° Edition (2014) Florida Building Code Revised: lune 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating. construction and zoning. Signature of owner/Agent Date Print Owncr/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 6 a I 7/11f4_ Signature o ContractodAgent Date Pript ConlractodAgent's Name S+ ture of Nota - tatrc orjda pnaate A'otnry Public . My Comm. Exprres Mar 26;• Commission # FF 00? 1 i ,1 YY "' 20nded Through NaliOn l t1o!ary Contractor/Agent isPersonally Intiwn to Ivle or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:— I-4 / 'Y O I r)odW cC NJo v b New Construction: Electric - # of Amps ASO Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: _ —UTILITIES: UTILITIES: ENGINEERING: COMMENTS: WASTE WATER: FIRE: BUILDING: Revised: June 30.20 1 S Permit Application Parcel ID Number: 27-19-30- STLI -0000-JOU. 0 Prepared By I(im Carter and Taylor Morrison I•lomes Return To: 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County ol'Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I . Description of property : LOT ty±v. Legal Description : Thornbrooke Phase 11, according to the plat thereof, as recorded in Plat Book 79, Page 43-45, of the public records of Seminole County, Florida r / Addresses : _ LEh 1 /G f/1~ _Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name faylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title 1 -folder : N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, 11.32751 6. Surety N.A. 7. Lender. N.A. T—i;i"l. 8 I'I' it S 1'171 .;1 1 I I Icraonawitunto . tate o tLof ,t r Cagnatec )5 I to Ota act upon whom notices or other documents ntn)%. U be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. ':: , ;_?;» - G r>. In MILlition to himself, Owner designates life following to receive n copy of the L.ienor's Notice its provided ' 1 in 713.13(1)(1)), Florida Statutes. N.A. 10. I spirmion date ohimice of commencement: One year front the date od'recording. T c r WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION'OF THE NOTICE OF COMMENCEMENT z r o ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 40 0 RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO -YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE 9. RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICEpF COMMENCEMENT. e j .3 11. Date Signed :/ Signattn•e of Owner's Agent-: lohn`A'sa Wright u s Taylor Inc. 10 ', O Sworn found subscribed before me this by John Asn Wright who is personally known to ire. Notary Public DA Clark r•• a j. My commissioo expires: 6/27/19 Serial No. FF 209108 Notary Signature: ' ` t try sen l: ANL)- Verilication pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. COUNTY OF SEMINOLE I I '; / y / IMPACT FEE STATEMENT STATEMENT NUMBER: 16100004 DATE: August 15, 201611cm/ BUILDING APPLICATION #: 16-10000457 BUILDING PERMIT NUMBER: 16-10000457 UNIT ADDRESS: MERRY BROOK CIR 465 27-19-30-5TU-0000-1400 a 3 a b TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL. INC. ADDRESS: 151 SOUTHHALL LN., #266 MAITLAND FL 32751 LAND USE: TOWNHOME TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 465 M7Y BROOK CIR LOT 140/ THORNBROOKE PH 2 / TOWNHOMES FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit ROADS -COLLECTORS N/A 00 1.000 dwl unit FIREnRESCUEum* N/A LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unitSCHOOLSCO -WIDE ORD 2,450.00 1.000 dwl unitPARKSN/AN/A LAW ENFORCE N/A DRAINAGE N/A AMOUNT DUE STATEMENT RECEIVED BY: SIGNATURE: LEASE PRINT NAME) DATE: D NOTE TO RECEIVING SIGNATORY&PLICANT• FAILURE TO NOTIFY O ER ENSURE TIMELY PAYMENT MAY REESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT NOTE** PERSONS ARE FIRE/RESCUE, LIBRARYAND/OREEDUCATI UNDER EDUCATIONAL THE ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THb REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRSTSTREET, SANFORD FL, 32771; 407-665-7356. 379.00 00 00 54.00 2,450.00 00 00 00 2,883.00 PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT OBUIBE YCHECK OR EEOTHRPNODREFERENCETHECOUNTYLDINGPERMITNUMBRATEtOLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: (o t y Documented Construction Value: S y4 Job Address: !o l 44"e / exoe,k d; W_. 4 yr /Ih / Historic District: Yes Not Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: k! e_ GTS i C e f Plan Review Contact Person: Phone: Fax: Email: Title: Property Owner Information Name au c.r-IYbrri zzv, Iornu Phone: 4.01 &QA9 -00 -1'? Street: Q(oC 0 LQ1w L u g n fir• _'SL _Sc) Resident of property?: X0 City, State Zip:_rno ;,+IQAry l P_ 3-lsl Contractor Information Name , 1Ig F_1 e_;_ aaal q- ;62 Phone: LiC7'7 $la-riSa o" Street: a 153 Q• -2 r _ t-3 Fax: 403 lk a - "11-11 City, State Zip: OfA 0,^, A a rL. -,:09 State License No.: F_COQX)b S9y . Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO.RECORD. A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NUTICE OF COMMENCEMENT MUST BE" RECORDED ANb P69TE6 ON 'rill 708'SITE'SEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: lune 30, 2015 Permit Application V* NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating- construction and zoning. 0 - Signature of Owner/Agent Date Signature of Contractor/Agent Date e fn1 Print Owncr/Agent's Name Prin Contractor/Agent' Name Signature of Notary -State of Florida Date S ature orNotary4lpie f rida Date KAREN HUGHES s Notary public - State of Floridac Aly Comm. Expires Mar 26, 2017r Commission # FF 002174 Owner/Agent is Personally Known to Me or Contractor/Ag iff-#s ° ` u a 4ibttrtnA&AI or Produced IDType of ID Produced ID ' Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electricals Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS:.. ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Parcel I D Number: 27-19-30- 5TU -0000- 1-W 0 Prepared By I<im Carter and Tavlor Morrison Flomes Return To: 2600 Lake Lucien Drive, Suite 350 Maitland, FL. 32751 NOTICll, OF COMMENCEMENT. Slate ofFlori(la. County of Seminole. q.I . The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Coin mencement. I . Description of property : LOT Legal Description : Thornbroolce Phase 11, according to the plat thereof; as recorded in Plat Book 79, Page 43-45, of the iuhlic records of Seminole County, Florida. / //ff//// Addresses : , / 1'IIll • l/Gl _CGCC _Sanford F1. V 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL. 32751 4, fee Simple Title Flolder : N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety : N.A. 7. Lender: N.A. H. Persons within the State of Florida designated by the Owner upon whom notices or other documents be served as provides by 713.13(I)(a)7.,. Florida Statutes: N.A. ; ::l • = ,: y- 9. In addition to himself, Owner designates the- I•ollowing to receive a copy of the Lienor's Notice as proti'ggl•:: in 713.13(1)(1)), Florida Statutes. N.A. I0. Iapiralion date ol•notice of commencement: One year from the (late of recording. w WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT 50 ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN W ,_ RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE = d RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT: v G YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. z K O j v11. Date signed : _ Signature of Owoer•'s Agent : o 3 ' John'Asa X11+r *111 ' t• y z Taylor Morriso11 oll-Flori(Li Irl.. j%\' n w Sworn to and subscribed het'ore me this by John Asa Wright who 1, Personally known to me. Nolary Public DA Clark '/ i 1Q r'', My commission expires: 6;/27/1) ;,ice , • ; ; d Serial No. ITF209108 Not:(rySigmltnre: ".vlvrvi AND - Verification pursuant to Section 92.525, Florida Statutes. Under penalties ofperjury, I declare that I have read the Ioregoing and that the fac!s stated in it are true to the best of my knowledge and belief. COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 16100004 DATE: August 15, 201 6 Y L4 T I BUILDING APPLICATION #: 16-10000458 BUILDING PERMIT NUMBER: 16-10000458 ^, UNIT ADDRESS: MERRY BROOK CIR 461 27-19-30-5TU-0000-1410 o, 3 0 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL. INC. ADDRESS: 151 SOUTHHALL LN., #266 MAITLAND FL 32751 LAND USE: TOWNHOME TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 461 MRRY BROOK CIR LOT 141/ THORNBROOKE PH 2 TOWNHOMES FEE BENEFIT RATE UNIT TYPE CALC UNIT TOTAL DUEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 ROADS -COLLECTORS N/A 1.000 dwl unit 379.00 00 1.000 dwl unit 00 FIREnRESCUEum* N/A LIBRARY CO -WIDE ORD 00 Condominium* 54.00 SCHOOLS CO -WIDE ORD 1.000 dwl unit 54.00 N/A 2,450.00 PARKS N/A 1.000 dwl unit 2,450.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT D 2,883.00 STATEMENT RECEIVED BY: SIGNATURE: nn PLEASE PRINT NAME) DATE: / NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER ANDENSURETIMELYPAYMENTMAYRESULTINYOURLIABILITYFORTHEFEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT T IS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHERECEIVINGSIGNATUREDATEABOVEBUTNOTLATERTHANCERTIFICATEOFOCCUPANCYOROCCUPANCY. THS REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER[ AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. ISSUEDWITHINCALENDANORDAYSOFTHEIRECEIVINGISIGNATURREDATEOABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. ti CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: a 9 3 Documented Construction Value: S 3$0 U Job Address: _ S 7 lg xr2 Blexy L ' 2 `io r Z -Z Historic District: Yes Not Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use 11 Move Description of Work: a -c T 'e i C R Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name au,c+r(Ybrri 2S,, lorrt s Phone: LIM coA9 -00-1-1 Street: o%CO Lca I it u e"n I)r SL ac'b Resident of property?: 0 City, State Contractor Information. Name e~ Phone: t crl %l a - aaa Street: a 153.2A> c,3 Fax: 40-1 City; State Zip: OSI -. d rL-- -$ State License No.: h CCOCO 51L) . Name: Architect/Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING -TO OWNER: YOUR FAILURE -TO RECOpD A NOTICE.OF COMMgNCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MTlSI BE ' RECORDED AND POSTED ON TFT$ 70B SITE'SEFORE THE FIRST INSPECTION. IF YOU INTEND To, OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured For electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 56 Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Ownar/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID S ignature of Contractor/Ager Date Print Contractor/Ageat's Name n rk n 64W q/ lx//(. Sig azure of Notary -S Ate fFionda•:. :.Date r' : Gla+y i'lllllll . 1'11y Comrn. Expires Mar !26 201 o,, : Commissic # I:F0021%4gonQedThANationalg01aryAssn. , Contractor/Agent is personally Known to I 1e r Produced ID 'Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: l- / 42 ry-ioa, 3;R e. H New Construction: Electric - # of Amps / Zry of Stories: Plumbing - # of Fixtures. Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: .UTILITIES: ENGINEERING: FIRE: COMMENTS: Revised: June 30, 2015 WASTE WATER: BUILDING: Permit Application j 11111111,111 4111111,111, 1i,li I111i ilii III! l.t. l•I I/ ' : y 201Parcel11) Number: 27-19-30- 5TU -0000- I4ZO Prepared By ICitn Carter tai•', I, I 1 . 1 and Taylor Morrison Hones t.; t:; a, rt, R , 1 Return To: 2600 Lake Lucien Drive, Suite 350 Maitland, rL 32751 NOTICE OF COMMENCEMENT. State of, Florida. County of Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, rlorida Statutes, the following information is provided in this Notice of Commencemem. I. Description of property : LOT Legal Description: 'fho•nbrookc Phase 11, according to the plat thereof; as recorded in Plat Book 79, Page 43-45, of the public records of Seminole County, Florida. / , — 7 /,QAddresses : j _,(_ `/— _Sanford Fl. 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 1. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. I` ' Address 2600 lake Lucien Drive Suite 350, Maitland, FI, 32751 6. Surety : N.A. 7. Fender: N.A. 1 tM\111R. Persons within the State of I'-'Iorida designated by the Owner upon whom notices or other documrms n?!y-! be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. s3:= ,-s(. • o 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as ajrbulr ., N in 713.13(1)(b), Florida Statutes. N.A. 4;°•. tC 'W= j cr) 10. Expiration date of notice of commencement: One year fi•onn the date of recodingPYg' WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEME14T ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE z ¢ RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSOLt YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ` o' z. 11. Date Signed : t/ Signature of Owner's Agent Joht 4Asa Wright , Tay or Morrison of Florida Inc. ILJ C, IL Y G X Sworn to and subscribed before me this by John Asa Wright who is personally known to me. G`` nj"• f O -r, R,S4 0r Notary Public DA Clark y`\ 5'' J:;• My commission expires: 6/27/19 vualc Serial No. FF'209108 Nata Signahtre: qP;A w, Y 6 I": t Zeul. AND - Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 16100004 BUILDING APPLICATION #: 16-10000459 BUILDING PERMIT NUMBER: 16-10000459 DATE: August 15, 2016 j(0-0493 Ta 3s, Co UNIT ADDRESS: MERRY BROOK CIR 457 27-19-30-5TU-0000-1420 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL. INC. ADDRESS: 151 SOUTHHALL LN., #266 MAITLAND FL 32751 LAND USE: TOWNHOME TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 457 M9RRY BROOK CIR LOT 142/ THORNBROOKE PH 2 TOWNHOMES FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* .00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Multifamily 2,450.00 1.000 dwl unit 2,450.00 PARKS N/A 00 LAW ENFORCE N/A DRAINAGE N/A 00 00 AMOUNT D 2,883.00 STATEMENT RECEIVED BY: SIGNA PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY O ER AN ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. OPERSONSAREALSOADVISEDTHATANYRIGHTSOFTHEAPPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THt REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 170P LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /6 _Z/'9q Documented Construction Value: S 3Q,00 Job Address: 3 %kaR °C''r C,' ' T/ -3 Historic District: Yes NoX Parcel ID• Residential Commercial Type of Work, New Addition Alteration Repair Demo Change of Use Move Description of Work: X -Lc Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Q.AA1or-fV)orriszm -NnrnQ Phone: 140q(o 9 -b0')''7 Street: o?r4.,:;,C)O Lt4 u 2,n ®r .— Resident*of property?: X0 City, State Zip:, McL+1r X-,r1 VL- 32251 Contractor Information Name JM J{.- ._ '^c- Phone: t -IC" l 2t -1SSd of Fax: 40-1 $1 c1.11'l 1 City, State Zip: Orj owida State License No.: ECJDCX20 Sqy Name: Architect/Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING -TO OWNER: YOUR FAILURE TO.RECORP A NOTICE. OF CQ,jVgj7ENCF,.MFNT MAY.RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON TIZR 70B 'SI'Z'E BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of thatdate: SO Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 7 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Ma or Produced ID Type of ID Signature of Contractor/Agent Date ttt. da,_ Date r.:::i.: ter, :. Na" KAFiENHUGIIES Notary Public - Slate of Floflda 1y Comm. Expires Mar 26, 2017 Commission N FF 002174 B ed 1'hrou Contractor/Agefit ig—f—, s MW or Produced ID - Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electricals Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: r Lv'. 143 13; &C- r -t New Construction: Electric - # of Amps / C -p Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: COMMENTS: Revised: lune 30, 2015 WASTE WATER: - ENGINEERING: FIRE: BUILDING: Permit Application 1101111 Will 1,11e 11m diiii ifflt 11111981 Parcel ID Number: 27-19-30- 5TU -0000-1 i. 0 Prepared By ICim Carter and Taylor Morrison Homes I r frl?IrGt t Return To: 2600 Lake Lucien Drive, Suite 350 Maitland, FI.. 32751 NOTICE OF COMMTNCEMENT. State of Florida. County of Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I . Description of property : LOT t v Legal Description: Thornbrooke Phase 11, according to the plat thereof, as recorded in Plat Book 79, Page 43-45, of the public records of Seminole County, M-,3Addresses Florida. `/ CG(ir V (r _ G/ Sanlortl FI, 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 1, 4. Fee Simple Title 1•Ioltler : N.A. L..,- 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 3.50, Maitland, FL 32751 6. Surety : N.A. 7. Lender: N.A. _•%, 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents be served as provides by 7 13.13(I)(a)7., Florida Statutes: N.A. 9. In addition to himselt', Owner designates the following to receive a copy oFthe Lienor's Notice as prirai lgtl in 713.13(I)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN > ` ~~ ' RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT a o YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. r o ' 11. Date Signed ZkAl Signature of Owner's Agent : _1'c ' % v r lohr Asa Wright Taylor Morrison of Florida Inc. «} vC, Sworn to and subscribed before me this by John Asa Wright ;vho is personally known to me. fid 0 PctN%F v`)l Notary Public DA Clarlt i /+ voeu t' 1\s y ei4`t'r My commission expires: 6/27/19 Serial No. FF 209108 Nn :rry Signatne: ur paiti: AND- " X311 gree Verilication pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 16100004 BUILDING APPLICATION #: 16-10000460 BUILDING PERMIT NUMBER: 16-10000460 amass q,3 DATE: August 15, 2016 ' / UNIT ADDRESS: MERRY BROOK CIR 453 27-19-30-STU-0000-1430 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL., INC. ADDRESS: 151 SOUTHHALL LN., #200 MAITLAND FL 32751 LAND USE: TOWNHOME TYPE USE: SPECIAL NOTES: 453YMSRRYOBROOK CIR LOT 143/ THORNBROOKE PH 2 TOWNHOMES FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unitROADS -COLLECTORS N/A FIREnRESCUEum* N/A 00 1.000 dwl unit LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unitSCHOOLSCO -WIDE ORD PARKS N/AN/A 2,450.00 1.000 dwl unit LAW ENFORCE N/A DRAINAGE N/A AMOUNT DUE STATEMENT RECEIVED BY: SIGNATURE:/<10/'J, PLEASE PRINT NAME) DATE: ' ENSURE TIMELYVPAYMENTNMAYYRRAULTIIN YOURALIAABBILITYNFORFTHEWFEE. DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT TyyIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROADFIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDI{1G PERRMMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHERECEIVINGSIGNATUREDATEABOVEBUTNOTLATERTHANCERTIFICATEOFOCCUPANCYOROCCUPANCY. THS REQUEST FOR REVIEWMUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT S rf 379.00 00 00 54.00 2,450.00 00 00 00 2,883.00 HOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 THE COUNTY BUDILDINGYPERMIT ONUMBEREAT THER11OP LEFTOOFDTHISESTATEMENT. S ISSUED WITHIN M60 CALENDAR DAYS OFLTHE IRECEIVINGISIGNATURE DATE ABNG PERMIT IS OVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. AN CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: & a212-.' Documented Construction Value: $ 38o 0 Job Address: 44 % c2 R 8 k -(i2 i+uT /Y - Historic District: Yes No), Parcel ID: Residential Commercial Type of Work: New 0 Addition Alteration Repair 'Demo Change of Use Move Description of Work: j6rL rC- f AP i C 4 [, Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name_TQ.A 6.v--IYbr,ri.-,, sT , orra. - Phone: 40-1 (oo -00 `-1 U . Street: Q(oO0 Fe t U u [r- _'SL _-AE>01 Resident of property? : X0 City, State Zip:,Mcu+1Q- d E—L 32-151 Contractor Information Name JM LA l.t.,EJ e_c_ cal.Q S QCs Ync Phone: ACS'I Street: 'a 153 Fax: 4M X10`1 -'l 1'11 City, State Zip:' 0-d ou-. d P State License No.: FcCCD00 50(y - Name: Street: City, St, Zip: Architect/Engineer Information Phone: Fax: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO -OWNER: YOUR FAILURE -TO RECORD A NOTItiE.OF CQMMEI`JCEMF{NT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST $E" RECORDED AND POSTED ON TIIE 108 SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FOC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 400 . 11% NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating- construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date t n& - 1/ 1 C4, Signature of Contractor/Agent Date e A 1 1 1 1) o. Print Contractor/Agent's Name rs'i. torld'a -lute, KAREP: CllGIirS Notary Public - :1010 01 Flori,!•• PAY Comm: Expires Mar 26, 20; Commission Lf FF 002174 Bonded Through National N,lar7 At; Owner/Agent is Personally Known to Me or Contractor/Agent isLZ ersoni %1 6,Wfi-to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS' FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[ Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps / C o Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES:. WASTE WATER: COMMENTS: Revised: June 30, 2015 ENGINEERING: FIRE: BUILDING: Permit Application Parcel I D Number: 27-19-30- 5TU -0000-1 t (w Prepared fly Kom Carter I and 'Taylor Morrison Humes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL. 32751 NOTICE OF COMMENCEMENT. Stale of Florida. County of Seminole. ail is •; ',1 iii ; t.. 1.1 ,'ili:•t• .,. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, I'lorida Statutes, the following information is provided in this Notice of Commencement. I. I)escriplion of property : LOT (44 Legal Description : Thombrooke Phase 11, according to the plat thereof, as recorded in Plat Book 79, Page 43-45, of the public records of Seminole County, Florida. Addresses : _Sanford FL 2. General description of improvements : Single family Home Owner informalion : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Mailland, FL 32751 4. Fee Simple Tille Holder : N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, F•L 32751 6. Surely . N.A.-..r..a a,w . 7. Louder: N.A. :'•--••.•;,y, fi. Persons within the State of Florida designated by the Owner upon whom notices or other documentgY>li}1..; be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the L.ienor's Notice as Im.,itl I;;•_ in 713.13(I)(b), Florida Statutes. N.A. •.r> 10. Expiration date of notice of commencement: One year from the dale of recording. c w' WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTO a ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT. U o ori YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. , V C: 11. Dale Signed : _({ ( Signalnre of Owner's Agent : U, c= _ ` j o John Asa Wright 4 .. Taylor Morrison or, -Florida Inc.o v te Sworn to and subscribed before me this by John Asa Wright who is.persunally known to me. Notary Public DA Clark `I' My commission expires: 6/27/19 Serial No. rF 209108 No at f'Signalure: Nfli iLY skV41'I FS."°,.puri AND- Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare Iii' ,h?we read the Foregoing and that the facts stated in it are true to the best ol'my knowledge and belief COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 16100004 BUILDING APPLICATION #: 16-10000461 BUILDING PERMIT NUMBER: 16-10000461 1c'0 -0'z I9 Tdgq/4 DATE: August 15, 2016 e 3ao P Vval PUUKL.7J: MZfCKY bKVVx c:tK 44y 27-19-30-5TU-0000-1440 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL. INC. ADDRESS: 151 SOUTHHALL LN., #266 MAITLAND FL 32751 LAND USE: TOWNHOME TYPE USE: ' WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 449 MERRY BROOK CIR LOT 144/ THORNBROOKE PH 2 / TOWNHOMES FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* 00 1.000 dwl unit FIRE N/A 00 LIBRARY CO -WIDE ORD 00 Condominium* 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Multifamily 2,450.00 1.000 dwl unit 2,450.00 PARKS N/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 2,883.00 STATEMENT RECEIVED BY. SIGNATURE PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY[APPLICANT: FAILURE TO NOTIFY OWNER AND \W ENSURE TIMELY PAYMENT MAY REESULT IN YOUR LIABILITY FOR THE FEE. *** v 1111 DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2-FINANCE 4 -LAND MANAGEMENT f}J NOTE** ARE ADVISED TRYD/EECTNATHESEMINOLEOUNTYROADRE/RESCUELIBRARY AND/OR ISSUANCE OF A BUILDIAG PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THS REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE tOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 16,- -;2 196 Documented Construction Value: S 3goo Job Address: 4qSr fn z L 4weaK or / VsS Historic District: Yes No)q Parcel ID: Residentialz Commercial Type of Work: New 15 Addition Alteration Repair Demo Change of Use Move Description of Work: J& t= C- f X I• C• `- Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name au cw-(Ybr ri .. Norrc Phone: 4tr1 c., R9 -d0 -12 Street: oZtioC0 Lc t' Lit t_j Zo [)w- 'L _moo Resident of property? City, State Zip: Mg :+Inn d M- 3Q-151 Contractor Information, Name JM cel IL!, El e—c an R Q e e T.,nc Phone: 14cri l al -14Sd o"l Street: a 153 r j+^Q_--N.ay- . W Fax: 4M Tl 0`1- -11-11 City, State Zip: ' •Or0,,, a r - -2 2$09 State License No.:. c oo Say Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING -TO OWNER: YOUR FAILURE -TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEM&f MUST ft' RECORDED AND POSTED ON Tilt JOB •SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO' OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of thatdate: 5i° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 10 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation 'fable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating- construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 91 C1 Signature of Contractor/Agent Date t Print Contractor/Agent's Name Si urc of Notarj S, ' tia ~ • Kptti:Dat i;t; r r Notary Public - Slaie of FIf • rd oriJaYComm. Expires 64ar 26 cCommission # FF 0 '02174 01/,. t`• Bonded Through I;ational flolary Contractor/Agent ispersonally Known to Iv[e or Produced ID Type of JD BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electricals Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:— Lo-+ 1 S% 11YloeW p r oa New Construction: Electric - # of Amps /So Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES. COMMENTS: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Parcel ID Number: 27-19-30- 5"fU -0000- i., 0 Prepared By Kim Carter and 'Taylor Morrison I•lo nes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland. FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. 111111111ii 1711•'; di..il ytiji 14 ;q :1 11 1rt i y I.I: lits. :., v ,,lii :.iii.•?:';, 111 .'' V1. 'rl The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I . I)escription of properly : LOT Legal Description : Thornbrooke Phase 11, according to the plat thereof, as recorded in Plat Book 79, Page 43-45, of the public records of Seminole County, Addresses: Floridau C.• / _ Santi:rd f•L. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, 1.1- 32751 4. fee SimpleTitle Holder: N.A. 5. Contractor name and address: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety : N.A. 7. Lender: N.A. 8. Persons within the Slate of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. r_'`°'r 9. In addition to himself, Owner designates the following to receive n copy ofthe Lienors Notice as prc;/J'ry-w. in 713.13(1)(1)), Florida Statutes. N.A. 4j y 10. Lxpilunion date of notice of commencement: One year from the date orrecording. uy tip WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN o/ 1 RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE on o RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULTI Z YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ; 11. Date Signed:_ Signature of O, ncl s Agcnl : , /ry ( — 4 Joyn Asa Wright o t Taylor Morrison ol,, lorida Inc. O Sworn to and subscribed before me this by John Asa Wright who iS.personnlly known to me. W eOOo3CF o ; Public I)n Clark \N. ItcAQ fs:a;:"' • My commission expires: 6/27/19 1 rvou Serial No. I V 2119108 Nli :try Sil;nalnrc: '. onl7)!}/cal: ANI) - Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the loregoing and that the facts stated in it are true to the hest of my knowledge and belief. COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 16100004 BUILDING APPLICATION #: 16-10000462 BUILDING PERMIT NUMBER: 16-10000462 DATE: August 15, 2016 J3aC) 4UNITADDRESS: MERRY BROOK CIR 445 27-19-30-5TU-0000-1450 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL. INC. ADDRESS: 151 SOUTHHALL LN., #266 MAITLAND FL 32751 LAND USE: TOWNHOME TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 445 MRRY BROOK CIR LOT 145/ THORNBROOKE PH 2 TOWNHOMES FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00ROADS -COLLECTORS N/A Condominium* 00 1.000 dwl unit FIRE RESCUELIBRARY N/A 00 CO -WIDE ORD 00 Condominium* 54.00 1.000 dwl unit 54.00SCHOOL$ CO -WIDE ORD MMuultifamily 2,450.00 1.000 dwl unit 2,450.00PN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 2,883.00 STATEMENT c RECEIVED BY: SIGNATURE: PLEASE PRINT NAME) Wan TWODATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 1 o 2 -FINANCE 4 -LAND MANAGEMENT NOTE** r O . PERSONS ARE ADVISED THAT T"IS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROADFIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. TH9 REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 'POP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 to r -; 17 7 Documented Construction Value: S 3.9 era Job Address: 4 q P 4 xzy g Kwok. L r rL - f, ,T /V4 Historic District: Yes No,K Parcel ID: Residential Commercial Type of Work: New tCl Addition Alteration Repair Demo Change of Use Move Description of Work: ,4 Le•= c- 7 /' /c If C Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner information lYame,c+tr Phone: 401 roA9 —00 `1"t Street: cP(c CO Lo Lu 6 e-1-1 [)W--O Resident of property?: c7 City, State Zip: Mo.:-11cxr-A ru 32-1SI Contractor Information Name lf1l1LAIEl e- caJ acL2;r,r_ Phone: L4CF1 %la-fSaa Street: a 1 Zc,w Fax: City,State'Zip:' rL- $09 State License No.: FCPq?92 S99. Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company:' Mortgage Lender: Address: Address: WARNING TO OWNER: -YOUR -FAILURE TO RECORD A NOTICE. OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT .MUST BE RECORDED AND PbSTE)b ONTIM JOB SITE "BEFORE THE FIRST INSPECTION. IF YOU INTEND TO' OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of thatdate: 5`h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 1 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating -construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date VII -A. Signature of Contractor/Agent Date M Prin Contractor/Agent's Name Sfgktuye of Nryltyp,--State f Florida. Date r` : • • = NAFIEN lii GhtS' otar Y Public • eta[ e of Florida C• .o My COMM. Expires Mar 26, 2ot7 iCommission // FF 002174 16ondcdlAlpu4ANatr„,,•-•-- - i, Owner/Agent is Personally Known to Me or Contractorhk eniis " ef or ll Qui to Me orn Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electricals Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: TotalSq Ft of Bldg: Min. Qccupancy Load: # of Stories: 0. New Construction: Electric - # of Amps / co Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No # of Heads Fire Alarm Permit: Yes No APPROVALS: • ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: WASTE WATER: BUILDING: Revised: June 30,201S Permit Application 111111UN 11111111 1 111 Il ll1PO 11N11 I t.i ir •'.I Parcel ID Number: 27-19-30- 51'U -0000-4 0 PI repand By I<im Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE Of COMMENCEMENT. Stale of Florida. County ol'Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I. Description of properly : LOT Legal Description: Thornbrooke Phase 11, according to the plat thereof, as recorded in Plat Book 79, Page 43-45, of the publi records of Seminole County, Florida. //' , Addresses %GG ;rn;nli'rcl I'L. 2. General description of improvements : Single Family I -Inure 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, 1-1.32751 if, Fee Simple Title Holder : N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Mailland, FL 32751 6. Surety : N.A. 7. Leader: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents nmy ,..., be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. "`'?` 9. In addition to himself, Owner designates the following to receive a copy ofthe Lienor's Notice as pl-glidedr ; in 713.13(1)(1)), Florida Statutes. N.A. - • J . d 10. Fxpiration date of notice of commencement: One year fi•om the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN o RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE y RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT-- a YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE AF COMMENCEMENT. z o S 11. Date Signed : _ Signature of Owner's Agent : fir. jJollp'Asa Wright r Taylor Morrison ofl lorida Inc. v , Y oLL0 CSworntoandsubscribedbeforemethisbyJohnAsaWrightwhoiIpr,c rally known to me. p•1` c'oFF',o Notary Public DA Clark o`, y Foar,, o\ t,OQ\P ie2k yber; My commission expires: 6/27/19 Serial No. FF 209108 Nota'r 6 re: Simatu* s! Sa'Q Notaryseal: AND - Verification pursuant to Section 92.525, Florida Statutes. LJnder penalties of perjury, I declare that I have rears the foregoing and that the facts stated in it are true to the best of my knowledge and belief'. CC V -- O N COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 16100004 BUILDING APPLICATION #: 16-10000463 BUILDING PERMIT NUMBER: 16-10000463 DATE: August 15, 2016 fco• dl q 7 Fa,, 333 ac a3 i UNIT ADDRESS: MERRY BROOK CIR 441 27-19-30-5TU-0000-1460 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL. INC. ADDRESS: 151 SOUTHHALL LN., #266 MAITLAND FL 32751 LAND USE: TOWNHOME TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 441 MrY BROOK CIR LOT 146/ THORNBROOKE PH 2 / TOWNHOMES FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit ROADS -COLLECTORS N/A Condominium* 00 1.000 dwl unit FIRE N/A LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unitSCHOOLSCO -WIDE ORD 2,450.00 1.000 dwl unit PARKS N/AN/A LAW ENFORCE N/A DRAINAGE N/A AMOUNT D STATEMENTater 1 RECEIVED BY: e4p") SIGNATURE: PLEASE PRINT NAME) DATE: l NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT NOTE** PERSONS ARE THAT THIISS STATEMENT OF THE ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THS REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. 379.00 00 00 54.00 2,450.00 00 00 00 2,883.00 PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE tOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. 1111111111111P11111111111! 111111fi11h1 Ilrtli' ;thl i, MT.,- V, ;A. LIlldti; i 01)N'I ill' C'TKC•LI Parcel ID Number: 27-19-30- 5TU -0000-k'O 0 CL_LRK'5 4 2016092.577 ItGCilRDl. I? !:: ; •!;r'!'i11.' 10-L WI Prepared By Kim Carter and "Taylor Morrison {-tomes I. FC0ra)L:i Return To : 2600 Lake Lucien Drive, Stite 350 Maitland, FL 32751 NOTICIP. OF COMMENCEMENT. State of Florida. County ol'Scminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice ofCoin mencemem. I . Description of property : LOT Legal Description : Thornbrooke Phase 11, according to the plat thereof, as recorded in Plat Book 79, Page 43-45, of the public records of Seminole County, Florida./ 6 ` Addresses : F / Sanford FL 2. Ceneral description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder : N.A. 5. Contractor name and address : Name "Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, 1'1, 32751 6. Surety : N.A. O A S »tU,y0 1 N 7. Lender: N.A. o; 8. Persons within the State of Florida designated by the Owner upon whom notices or other documentj W Obeservedasprovidesby713.13(I)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as p t+j ecst`, (D in 713.13(I)(b), I' lorida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. a 4C U, WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT a , ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN z i; r RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE z o r RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSUL YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE F COMMENCEMENT. - g Cr t oc dd I / • r 7=W V H J 11. Date Signed : Signature of Owner's Agent: LL Johnsa Wright / '-, Taylor Morrison f hloFida Inc. v FF \ 1 N ra Sworn to and subscribed before me this by John Asa Wright who is personally known to me. o ooeuc v e Q Q.f Notary Public DA Clark My commission expires: 6/27/19 40-1 __ e` Serial No. FryF 209108 NotaSignature: I. s,,e Mary seal: AND - Verification ND - Verification pursuant to Section 92.525, Florida S!atutes. Under penalties of psrjury; i declare that I have read the foregoing and that the !;rets stated in it are true to the best of my knowiedre and belief. Parcel 1 D Number: 27-19-30- 5TU -0000- LW 0 Prepared By Kim Carter and Taylor Morrison I•lomes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. l6 11i Il l l li ll l Alli i l lil i l 19ii1'it iJi,lF i•IQI L 3kfl:h101.l. CI'i1Pli , BI; X143 I -'s ti..•' CLERK'S : 2016082576 The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, I'lorida Statutes, the following information is provided in this Notice of Commencement. Description of property : LOT Legal Description : Thornbrooke Phase 11, according to the plat thereof, as recorded in Plat Book 79, Page 43-45, of 6 the ublic records of Seminole County, Florida.. Z /// Addresses: / L GC/ fes Sanford 17L General description of improvements : Single Family Home 3. Owner information: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FI.. 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. o' '• y i Address 2600 Lake Lucien Drive Suite 350, Maitland, FI., 32 SES C EEhw• n 6. Surety : N.A. 7. Lender: N.A. u. H. Persons within the State of Florida designated by the Owner upon whom notices or other documents i4o be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as proxIdWil eCr in 713.13(1)(b), Florida Statutes. N.A. V 3 10. Expiration date of notice of commencement: One year from the date of recording. a WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENt = W ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN o LL 8 RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE Y a Z RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSUrg 52 i YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. YS u v to 11. Date Signed : / Signature of Owner's Agent - Jo Asa Wright Taylor Morrison o1=1 lorida Inc. Sworn to and subscribed before me this by John Asa Wright who i -personally known to me Notary Public DA Clark My commission expires: 6/27/19 Serial No. FF 2091118 d Not: Signature: AND- T— o,olo p \SSS( era S r A vusu A b3ea l: Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. m Parcel ID Number: 27-19-30- 5TU -0000- Prepared By Kim Carter / and Taylor Morrison 1"lomes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. i i iil i l i ilii ii i viii ! illl I{ Ilitlil f•11`R`IE. h1Ol'ai:r ;il":I'IJ:i llll I: 'I!il W(t.t) i C-tILIR'I tial' 0 ' • . 1 N gl'c';'•i•:F" CLERK'S Y 2016082573 r I'rECORDFL' i;LCfllil)iiJ(•i l-l fti t`iil,Clii RL•CORDED Rl' I.S-lith The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I . Description of property : LOT Legal Description : Thornbrooke Phase 11, according to the plat thereof, as recorded in Plat Book 79, Page 43-45, of the public records of Seminole County, 2rAddresses Florida. (2 : ! ( Sanford FL 2. General description of improvements : Single Family I-lome Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FI_ 32751 Fee Simple Title Holder : N.A. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, 17L 32751 Surely . N.A. Lender: N.A. Persons within the State of Florida designated by the Owner upon whom notices or other documentii5}t Vj be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. f '` In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as ple; w`= in 713.13(I)(b), Florida Statutes. N.A. 10. I--xpiration date of notice of commencement: One year from the date of recording. U.1 o WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT 2 a ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE a o RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT a r g YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ? W W 1 11. Date Signed : Signature of Owner's Agent: w o Johl Asa Wright r" c W i Taylor Morrison oUrlorida Inc. is i o Sworn to and subscribed before me this by John Asa Wright who ispersonally known to me. Notary Public DA Clark F' T Mrial No.tF F 209108 expires:ssion 6/27/19 No a ignature: svotpA 5\ONoy AND- _* tave o A Verilication pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare read the lbregoing and that the facts stated in it are true to the best of my knowledge and beliel. Y f aWt= vN Parcel ID Number: 27-19-30- 5'I'U -0000-M0 Prepared By Kim Carter and Taylor Morrison Homes Return To: 2600 Lake Lucien Drive, Suite 350 Maitland, F1.32751 NOTICE OF COMMENCEMENT. I 111111 11111 INN 1111l 011111111 llil I yl 11fIRYANI'll: 11f1RSt., iil.:fl.thidt.i "I)I l: t:1.L1a,. OF i''IPCIU T Ulfr,•i t'l li' I I UI.f 1'h CLERK'S 4 2011,082! il Callil l:L Imo; Yr, .; E C:URIi71Irs FCIS .i :i. I;1 h Stale of Florida. County of Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I. Description of property : LOT Legal Description : Thornbrooke Phase 11, according to the plat thereof, as recorded in Plat Book 79, Page 43-45, of the public records of Seminole County, Florida. /, / Addresses : P/J(>e Sanford FI. 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder : N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, Fl, 32751 6. 7. 8. 9. 10 Surety : N.A. Lender: N.A. Persons within the State of Florida designated by the Owner upon whom notices or other documents:ti%ay`_`ot1',R c be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. ,VA Ya m In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice af prQvirled,` W 1 N in 713.13(I)(b), Florida Statutes. N.A. •. ';, s Expiration date of notice of commencement: One year from the date of recording. .:'s WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT, ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN 2 RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE _;; a RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTENT TO OBTAIN FINANCING, CONSULTt c YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. oYo 0 U. u Z a- 1 I. Date Signed : Signature of Owner's Agent: W x ; Jo Asa Wright 1B s o Taylor Morrison of Florida,fnc. W o 1- ac ai Sworn to and subscribed before me this by John Asa Wright who j5, pti-sonally known to(me. Notary Public DA Clark My commission expires: 6/27/19 Serial No. FF 209108 N Signature: al: AND- ar h Verification pursuant to Section 92.525, Florida Statutes. Under penalties ofpeijury, I declare that I have read the loregoing and Ihat the facts stated in it are true to the best of my knowledge and belief. t r>"* = -1;',177=7\ CITY OF SANFORD Lo+ BUILDING & FIRE PREVENTION D AUG 3 2015 PERMIT APPLICATION BY. Application No: 1 0 Documented Construction Value: S _ Z q1 '"1 s• ZR _ Job Address: ( MERRY BROOK CIRCLE Historic District: Yes No Parcel ED: 27-19-30-5TU -0000-1 % 0 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW TOWNHOUSE UNIT - THORNEBROOK Phase 2 LOT NUMBER- I yS Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone i 1=00A0 - 0 11II MII • 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT I TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 Fax: 407-257-6940 City, State Zip: MAITLAND FL 32751 State License No.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: NIA Address: Phone: Fax: E-mail: Mortgage Lender: NIA Address: CBC1257462 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. IT: I certify that all of the foregoing information is accurate and that all work will with all applicable laws regulating constructio and zoning. dzl& ate Signature iffContractor/Age t Date TAYLOR MORRISON OF FLORIDA INC Print Owncr/Agent's Namc c O Signature of N a O rW4, D'$ Ip114 EF 109108 27, 20199* 1REy ptNetuy n a Owner/Agent is YFS Personally Known to Me or Produced ID N/A Type of ID JOHN ASA WR HT Print ameCone5r I Signatu Notary -State of Florida I e A00 u 0. A. CLARK I,tY Cot&ISSIINI 4 FF 209108 EXPIRES: 09 27.2019 Bydpel NotuY Servke: Contracto, Ag s ei?V sona11 Known to Me or Produced ID -NIA— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building g Electrical E Mechanical ff Plumbing ff Gas[] Roof Construction Type: Occupancy Use: Flood Zone: X-5 hii"gcllt_D Total Sq Ft of Bldg: 2.320 Min. Occupancy Load: t Z # of Stories: New Construction: Electric - # of Amps 15-0 Plumbing - # of Fixtures 19 Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: 61174 UTILITIES: Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: Ok"t- Vkl1 (O FIRE: BUILDING: V- COMMENTS: _ Ok to construct townhome with setbacks and impervious area shown. No additional impervious Permitted beyond initial construction. Revised: June 30, 2015 Permit Application I. P4 MR X City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 445 Merry Brook Circle Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-5TU-0000-1450 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: E New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICI L USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 16-2192 Reviewed by: Michael Cash, CFM Date: August 17, 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION AUG tri;/. Application No: I (0V Documented Construction Value: $ Job Address: I -I 1 MERRY BROOK CIRCLE Historic District: Yes No Parcel ED: 27-19-30-5TU -0000-1 % 0 Residential [) Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: NEW TOWNHOUSE UNIT - THORNEBROOK Phase 2 LOT NUMBER : I 'IS Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Rowe II- 1 '-II W7in, M'- 11 Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 407-629-0077 Resident of property?: NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 City, State Zip: Name: Street: City, St, Zip: _ MAITLAND FL 32751 Bonding Company: N/A Address: Fax: 407-257-6940 State License No.: CBC1257462 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. IT: I certify that all of the foregoing information is accurate and that all work will with all applicable laws regulating construction and zoning. VM to Signature f Contractor/Age V Date TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's Name G O Signature of No a r vvs DA 4P.` My c0iiSSION II FF 209108 I 9u N212019 Owner/Agent is yM Personally Known to Me or Produced ID N/A Type of ID JOHN ASA WR HT Print Con / ame Signatu Notary -State of Florida e pan u D. A. CLARK My COMMISSION 0 FF 2091013 e, EXPIRES' M " 27n 2ser*c ContractorfA-; i is gPersonally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: Fire Alarm Permit: Yes No UTILIT y WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application SCPA Parcel View: 27-19-30-5TU-0000-1450 http://parceldetai i.scpafl.orgIParcelDetailtnfo.aspx?PI D--2719305TU... Property Record Card Parcel: 27-19-30-5TU-0000-1450 Owner. TAYLOR MORRISON OF FL INC Property Address: 445 MERRY BROOK CIR SANFORD, FL 32771 Parcel Information Value Summary I Parcel 27-19-30-STU-0000-1450 Owner TAYLOR MORRISON OF FL INC Property Address 445 MERRY BROOK CIR SANFORD, FL 32771 Meiling 151 SOUTHHALL LANE STE 200 MAITLAND, FL 32751 Subdivision Nome THORNBROOKE PHASE 2 Tax District SI-SANFORD DOR Use Code 0005 -PUD UNDER DEVELOPMENT Exemptions Tax Amount without SOH: $297.95 2015 Tax Bill Amount $297.95 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description 2016 Working Values 2015 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value i Depreciated EXFT Value Land Value (Market) 40,000 14,640 Land Value Ag Just/Market Value " 40,000 14,640 Portability Adj Taxing Authority Assessment Value Save Our Homes Adj 0 so Amendment 1 Adj 0 0 P&G Adj 0 so Assessed Value 40,000 i 14,640 Tax Amount without SOH: $297.95 2015 Tax Bill Amount $297.95 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 145 THORNBROOKE PHASE 2 i PB 79 PGS 43 TO 45 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County Bonds 40,000 0 40,000 I SJWM(Saint Johns Water Management) 40,000 0 40,000 County General Fund 40,000 0 40,000 City Sanford 40,000: s0 40,000 I i schools 40.000 340_000 Sales 30 --- -- Description Date Book Page Amount Qualified Vac/Imp No Sales i Flnd Compareble Sales Land rethod Frontage Depth Units Units Prioe Land Value LOT 1 $40,00000 $40,000 Building Information Permits - Permit A Description Agency Amount CO Date Permit Date i 1 1 of 2 8/3/2016 7:02 AM City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2016 Residential Permit Fee Calculation Form Effective February 2016 - August 2016 BP# 16-2196 445 Merry Brook Cir Type of Construction: I VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: SQUARE FOOTAGE OF GARAGE ONLY: Lot 145 2071 Isquare feet 249 s uare feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: I 2320 s uare feet Dollar Valuation of Work: $244,415.29 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: 75.27 1,750.91 25.00 733.25 2,584.43 Permit #: 16-2196 Address: 445 Merry Brook Cir Lot 145 Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 2320 Plumbing Fixtures: 19 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 12 Plumbing Fixture Calculation 16-2190, 2191, 2192, 2193, 2194, 2195, 2196, 2197 469, 465, 461, 457, 453, 449, 445, 441 Merry Brook Or (Lots 139-146) Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 3 Laundry Tubs Water Heaters 1 Lavatories 5 Water Piping 1 Pool Piping Water Softener Showers I 1 Total Plumbing Fixtures - 19 REQUIRED INSPECTION SEQUENCE Permit # 16-2190, 16-2191, 16-2192, 16-2193,16-2194, 16-2195, 16-2196,16-2197 Address: 469, 465, 461, 457, 453, 449, 445, 441 MERRY BROOK CIRCLE (LOTS 139-146) BUILDING PERMIT Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Electric Rough Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond . 20 Electric Rough 30 Pre -Power Final 1000 Electric Final B p 1 Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final V _ t ' r err+ _, CITY OF SANFORD r BUILDING & FIRE PREVENTION D AUG 3 20% ;; PERMIT APPLICATION SApplicationNo: _ Documented Construction Value: S Z`i LA y I Zq Job Address: 4 Ll MERRY BROOK CIRCLE Historic District: Yes No Parcel ID: 27-19-30-5TU -0000-1 q1 0 Residential R Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: NEW TOWNHOUSE UNIT - THORNEBROOK Phase 2 LOT NUMBER: / q1 I Plan Review Contact Person: Daphne Clark Title: t-11M.M.4'Z umno -s11-nom- II gm, -I11 Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 Fax: 407-257-6940 City, State Zip: MAITLAND FL 32751 State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: CBC1257462 Bonding Company: N/A Mortgage Lender: N/A y7 Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application tti i NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in com li nce with all applicable laws regulating construction nd zoning. Signature of Ot r/Agent Date Signature of ontractor/Agent Dat TAYLOR MORRISO F LORIDA INC Print Owner/Agent's Nam Signature of Notary -State of Florida p.010- 110 file aX2019 P : # Owner/Agent is _y Pe Known to Me or Produced ID N/A Type o"T ID Permits Required: Construction Type: JOHN ASA WRIGHT Print Contractor/Agent' e Signature of Notary -State of Florida Datgh 3n Y CpMMISS10Ne2,1 2019 ContJra60/Agent is YES Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Building 8 V P.S Electrical 9 Mechanical []' Plumbing[ Gas[] Roof Occupancy Use: fL Flood Zone: Z -9a ATTAC(EI-> Total Sq Ft of Bldg: 7 3 Zo Min. Occupancy Load: %?— # of Stories: 7 - New New Construction: Electric - # of Amps 15-0 Plumbing - # of Fixtures ( 1 Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: 07 UTILITIES: Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: Wk C $ 1'Z°I 0 FIRE: BUILDING: 5r P- W !b COMMENTS: Ok to construct townhome with setbacks and impervious area shown. No additional impervious Permitted beyond initial construction. Revised: June 30, 2015 Permit Application PI I 187741 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 449 Merry Brook Circle Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-5TU-0000-1440 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: Q New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway M The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 16-2193 Reviewed by: Michael Cash, CFM Date: August 17, 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION Ail ? 201 PERMIT APPLICATION r Application No:9s Documented Construction Value: S 16 V, .3 a. 0 0 Job Address: 4 q 9 MERRY BROOK CIRCLE - Historic District: Yes No Parcel ID: 27-19-30-5TU -0000- 1 y1 0 Residential R Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: NEW TOWNHOUSE UNIT - THORNEBROOK Phase 2 LOT NUMBER : / q1 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daphne@PermitsPermitsPermits.corn Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property?: NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in com li nce with all applicable laws regulating construction nd zoning. Signature of 076/Agent Date Signature of ontractor/Agent W_Je Dat TAYLOR MORRISO11OULORIDA INC Print Owner/Agent's Nam tlww Signature of Notary -State of Florida 49 e\ EsBu„y Owner/Agent is YFS Pe r t%wn to Me or Produced ID N/A Type of ID JOHN ASA WRIGHT Print Contractor/Agent' e Signature of Notary -State of Florida Dat@r Y v we,,,o to CpMMISSION0VV 2019 EXPIRES:'N atto0;S"'M t , gyndeO Budpe Contdi:WR /Agent is YES Personally Known to Me or Produced ID NIA— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: ' WASTEWATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: lune 30, 2015 Permit Application SCPA Parcel View: 27-19-10-5TU-0000-1440 http://parceidetail.scpafl.org/Parcel Detaillnfo.aspx?PID=2719305TU... Property Record Card j & 6mcrA P -0M— SER Parcel: 27-193asru 00001440 Owner. TAYLOR MORRISON OF FL INC scr+oreoovrn,s nnox Property Address: 449 MERRY BROOK CIR SANFORD, FL 32771 Parcel Information I i Value Summary Legal Description LOT 144THORNBROOKE PHASE 2 PB 79 PGS 43 TO 45 Taxes Tax Amount without SOH: $297.95 2015 Tax Bill Amount $297.95 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2016 Working Exempt Values 2015 Certified Valuea 1 $40.0001 Values Valuation Method Cost/Market SJWM(Saint Johns Water Management) Costimarket Number of Buildings 10 0 Depreciated Bldg Value Depreciated EXFT Value— County General Fund Land Value (Market) 540,000 j 514,640 Land Value Ag City Sanford i JusVMarket Value " 0040,040,00 514,640 i 1- - - - -- - Portability Adj 0 40.000 Save Our Homes Adj 0 1$0 1 Adj 1 s0- soAmendment P&G Adj j $0 i - 0 Assessed Value 40,000 14,640 Tax Amount without SOH: $297.95 2015 Tax Bill Amount $297.95 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County Bonds 1 $40.0001 0 40,000 SJWM(Saint Johns Water Management) j $40,000 0 ; 40,000 F - - County General Fund 40.000 0 40.000 City Sanford 40,000 so 40,000 Schools 40.000 0 40.000 Sales i Description Date Book Page Amount Qualified Vacfimp No Sales Find Comparable 8a1 3 Land - - -- - ---- - --- - - , Method Frontage Depth Units Units Price Land Value LOT 1 i 1 ; $40,000.00 $40,000 Building Information Permits Permit q Description Agency Amount CO Date Permit Date 1 of 2 8/3/2016 7:02 AM City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2016 Residential Permit Fee Calculation Form Effective February 2016 - August 2016 BP# 16-2195 449 Merry Brook Cir Type of Construction: N V13 SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: SQUARE FOOTAGE OF GARAGE ONLY: Lot 144 2071 Isquare feet 249 s uare feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: I 2320 s uare feet Dollar Valuation of Work: $244,415.29 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: 75.27 1,750.91 25.00 733.25 2,584.43 Permit #: 16-2195 Address: 449 Merry Brook Cir Lot 144 Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 2320 Plumbing Fixtures: 19 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 12 Plumbing Fixture Calculation 16-2190, 2191, 2192, 2193, 2194, 2195, 2196, 2197 469, 465, 461, 457, 453, 449, 445, 441 Merry Brook Or (Lots 139-146) Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 3 Laundry Tubs Water Heaters 1 Lavatories 5 Water Piping 1 Pool Piping Water Softener Shower 1 1 i I Total Plumbing Fixtures - 19 REQUIRED INSPECTION SEQUENCE Permit # 16-2190, 16-2191, 16-2192, 16-2193, 16-2194, 16-2195, 16-2196,16-2197 Address: 469.465.461.457.453.449.445.441 MERRY BROOK CIRCLE (LOTS 139-146) BUILDING PERMIT Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Electric Rough Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final B'I R I Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final i CITY OF SANFORD BUILDING & FIRE PREVENTION 2016 ; PERMIT APPLICATION B'l• e`'J Application No: , , -.Z Documented Construction Value: $ _ zZW ` y S• 24 Job Address: q .61 MERRY BROOK CIRCLE Historic District: Yes No Parcel ID: 27-19-30-5TU -0000-Pil_ 0 Residential R Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW TOWNHOUSE UNIT - THORNEBROOK Phase 2 LOT NUMBER:/ y I Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daphne@-PermotsPermitsPermits.co Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 01 r. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. jk I/ Signature of O er/ gent Signature of Co ctor/Agent 4 Da TAYLOR MORRISON OF FLORIDA INC JOHN ASA WRIGHT Da v sMV ' 4 rYExPaES' s vn to Me or ID BELOW IS FOR OFFICE USE ONLY Print Owner/Agan ' e Sign otary-State of Florida r VA% Owner/Agent is _yES P Produced 1D N/A T Print Con t 's e l-6 Si re of Notary -State of Florida Da D. a MY COMMISSION t FF 209108 EXPIRES: June 27, 2019 ur" cm n\ o Bad d TMu Budtd Nobry Senfas Contractor/Agent is YES Personally Known to Me or Produced 1D Type of 1D Permits Required: Building a Electrical Mechanical a Plumbing[ Gas[] Roof Construction Type: J 4 Occupancy Use: ea Flood Zone: X 5CC li•4C+lE Total Sq Ft of Bldg: 23 Zo Min. Occupancy Load: lZ # of Stories: '1 - NewNew Construction: Electric - # of Amps l .Sc7 Plumbing - # of Fixtures l IF Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: 13 7bb UTILITIES: ENG INEERING:4'ITG Gi"17-t(p FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 9- 'Zi/ COMMENTS: Ok to construct townhome with setbacks and impervious area shown. No additional impervious Permitted beyond initial construction. Revised: June 30, 2015 Permit Application P1877='4 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 461 Merry Brook Circle Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-5TU-0000-1410 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: Q New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: NSA Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway M The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 16-2196 Reviewed by: Michael Cash, CFM Date: August 17, 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION a PERMIT APPLICATION LqApplicationNo: Documented Construction Value: S_ 16% 3 OS• Q o 11 Job Address: 9.61 MERRY BROOK CIRCLE Historic District: Yes No Parcel ID: 27-19-30-5TU -0000-1 SII 0 Residential R Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: _NEW TOWNHOUSE UNIT - THORNEBROOK Phase 2 LOT NUMBER ' I I I Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: U= 11 - 0-= 110r,"127011 Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property?: NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 Fax: 407-257-6940 City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: NIA Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of er/ gent a Signature of Co ctor/Agent4::D, TAYLOR MORRISON OF FLORIDA INC JOHN ASA WRIGHT Print Con t 's e Da D. k F20°, M EXPagvigtt olwi+k s M to Me or ID BELOW IS FOR OFFICE USE ONLY Print Owner/Agen ' e Sign otary-State of Florida ruc Owner/Agent is yJ& P Produced ID N/A Tye l-6 Si re of Notary -Stale of FlorJOAO ida I)a av u p. 0. ClAF1K MY CO1JgJ11SSI0N it FF 209108 EXPIRES: June 27, 2019 Bxd e TMv BoEptt Noliry Senlus Contractor/Agent is YES Personally Known to Me or Produced ID / Type of ID Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: g • WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application SCPA Parcel View: 27-19-30-5TU-0000-1410 http://parceidetai i.scpafl.otg/ParcelDetailln fo.aspx?PID=2719305TU... Property Record Card OA P Parcel: 27-19-30-5Tu-0000-1410 Owner. TAYLOR MORRISON OF FL INC r+aaaoov+n wows Property Address: 461 MERRY BROOK CIR SANFORD. FL 32771 Parcel Information i i Value Summary Parcel 27-19-30-5TU-0000.1410 Owner TAYLOR MORRISON OF FL INC Property Address 461 MERRY BROOK CIR SANFORD, FL 32771 Mailing 151 SOUTHHALL LANE STE 200 MAITLAND. FL 32751 Subdivision Name THORNBROOKE PHASE 2 Tax District SI-SANFORD DOR Use Code 0005 -PUD UNDER DEVELOPMENT Exemptions j Legal Description LOT 141 rHORNBROOKE PHASE 2 PS 79 PGS 43 TO 45 Taxes 2016 Working 2015 Certified Values Values Valuation MethodCost/Market % Cost/Market Number of Buildings - 10 - - 0 - - Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) T540,000 $14,6a0 Land Value Ag - - - - Just/MarketValue" $40,000 -1S14,640 Portability Adj -- — - t Save Our Homes Adj t s0 { $0 Amendment 1 Adj $0 s0 P&G Adj $0 Iso Assessed Value $40,000 $14,640 Tax Amount without SOH: ;297.95 2015 Tax Bill Amount $297.95 Tax Estimator Save Our Homes Savings: $O.OD Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County Bonds i $40,000$0 40,000 SJWM(Saint Johns Water Management) 40,000 0 40,000 Count' General Fund i $40,000 Sol 40,000 City Sanford 40,000 s0 l$40,000 schools 40,000 so) 40,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Find Comparatste Sales Land I Method Frontage Depth Units Units Price Land Value LOT I I 1 1 $40,000.00 1 $40,000 Building Information Permits I Permit # Descripbon Agency Amount CO Date Permit Date 1 of 2 8/3/2016 7:01 AM City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2016 Residential Permit Fee Calculation Form Effective February 2016 - August 2016 BP# 16-2192 461 Merry Brook Cir Type of Construction: N V13 SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: SQUARE FOOTAGE OF GARAGE ONLY: Lot 141 2071 Isquare feet 249 s uare feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 2320 square feet Dollar Valuation of Work: $244,415.29 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: 75.27 1,750.91 25.00 733.25 2,584.43 Permit #: 16-2192 Address: 461 Merry Brook Cir Lot 141 Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 2320 Plumbing Fixtures: 19 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 12 Plumbing Fixture Calculation 16-2190, 2191, 2192, 2193, 2194, 2195, 2196, 2197 469, 465, 461, 457, 453, 449, 445, 441 Merry Brook Cir (Lots 139-146) Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 3 Laundry Tubs Water Heaters 1 Lavatories 5 Water Piping 1 Pool Piping Water Softener Showers 1 Total Plumbing Fixtures - 19 REQUIRED INSPECTION SEQUENCE Permit # 16-2190, 16-2191, 16-2192, 16-2193, 16-2194, 16-2195, 16-2196, 16-2197 Address: 469, 465, 461, 457, 453, 449, 445, 441 MERRY BROOK CIRCLE LOTS 139-146 BUILDING PERMIT Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Electric Rough Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final Min Max 7s Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 1 gY. Application No: Documented Construction Value: $ 2 L4 7,97 Job Address: y {jJ MERRY BROOK CIRCLE Historic District: Yes No Parcel ED: 27-19-30-5TU -0000- I y 00 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW TOWNHOUSE UNIT - THORNEBROOK Phase 2 LOT NUMBER : I y Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daPhne@PermitsPerm*tsPerm*ts.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property?: NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: Address:: Address: FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. is hereby do installations indicated. I installation hasApplicationmadetoobtainapermittotheworkandascertifythatnoworkor commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Z-:4 — ew' Signature of Own /AgentDate I Signature Contractor/A t Da Print ID -00- N% 19 a,.•,..°! 4c 1f'Y llDt x,20 Owner/Agent is yM Personalt54 n to Me or Produced 1D N/A Type of ID JOHN ASA WRIGHT Print Contractor/Agent' Signature of- tate of Florid A. e ry4 09 MY 00;i 2ISSION1FF 108 EXdOdPIRES: W " Wy Osta*6 Contractor/Agent is YES Personally Known to Me or Produced ID NIA — Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 13" Electrical [r Mechanical [!r' Plumbing[r Gas Roof Construction Type: Occupancy Use: 7-3 Flood Zone: X- 5 t -F- AnAco[GD Total Sq Ft of Bldg: Z3 Min. Occupancy Load: Z # of Stories. Z New Construction: Electric - # of Amps t SO Plumbing - # of Fixtures I q Fire Sprinkler Permit: Yes No # of Heads 0/7 APPROVALS: ZONING:8 / b UTILITIES: ENGINEERING: f t %L S-k1- V1ro FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5P -,F Z$I COMMENTS: Ok to construct townhome with setbacks and impervious area shown. No additional impervious Permitted beyond initial construction. Revised: June 30, 2015 Permit Application P .s r XRIO187%=1 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 465 Merry Brook Circle Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-5TU-0000-1400 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: M New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 16-2197 Reviewed by: Michael Cash, CFM Date: August 17, 2016 r CITY OF SANFORD BUILDING & FIRE PREVENTION J PERMIT APPLICATION 1' Application No: I 2 Documented Construction Value: S 6 %,3oS- • OQ Job Address: MERRY BROOK CIRCLE Historic District: Yes No Parcel ED: 27-19-30-5TU -0000- 1 W 00 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW TOWNHOUSE UNIT - THORNEBROOK Phase 2 LOT NUMBER: / qa Plan Review Contact Person: Daphne Clark Title: Phone: _407-257-6940 Fax: Email: daphne@PermitsPermitsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property?: NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: N/A Address: Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 56 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Own /Agent Date I Signature Contractor/A t Da IEl Signature of No15rf-State of Florida Date/ / p, S It O F VOA(A Owner/Agent is YFS PersonalN54 to Me or Produced ID N/A Type of ID JOHN ASA WRIGHT Print Contractor/Agent' 2/6 Signature of -State of Floridb A. a, rtr MY (;ONUA ! EXPIRES: Juou 2019 DoT g., gc1ANBuEpetneNOUNSenith Contractor/Agent is YES Personally Known to Me or Produced ID NIA— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: COMMENTS: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: ' i• WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application SCPA Parcel View: 27-19-30-5TU-0000-1400 http://parceidetaii.scpafl.org/ParceiDetai linfo.aspx?PID=2719305TU... Property Record Card fe Parcel: 27-19-30-sTu-0000-1400 Owner. TAYLOR MORRISON OF FL INC aEr+oraoouNn canna Property Address: 465 MERRY BROOK CIR SANFORD. FL 32771 Parcel Information I Parcel 27-19-30- U-0000-1400 Owner TAYLOR MORRISON OF FL INC Property Address 465 MERRY BROOK CIR SANFORD, FL 32771 Mailing 151 SOUTHHALL LANE STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 2 Tax District SI-SANFORD DOR Use Code 0005 -PUD UNDER DEVELOPMENT Exemptions Value Summary Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 2016 Working 2015 Certified Land Value Ag Values Values Valuation Method CosUMarket Cosl/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 540,000 14,640 Land Value Ag Just/Market Value " 40,000 14,640 Portability Adj Save Our Homes Adj 0 s0 Amendment 1 Adj s0 0 P&G Adj so 0 Assessed Value 40.000 14,640 Tax Amount without SOH: $297.95 2015 Tax BRI Amount $297.95 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description I LOT 140 THORNBROOKE PHASE 2 PB 79 PGS 43 TO 45 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value - i' County Bonds 40,000 so $40,000 SJWM(Saint Johns Water Management) 40,000 s0 $40,000 i County General Fund 40,000 0 $40,000 City Sanford 40,000. s0 $40,000 LSchools— -- 40.000 --- ---- 30 --- -- --- -340.000 Sales Description Date Book Page Amount Qualified VacAmp No Sales Find Comparable - Soles -- ------ --- -- - -- - --- -- -- Land Method Frontage I Depth I Units Units Price Land Value i LOT 1 $40,000.00 $40,000 Building Information - - Permits Permit 9 Description Agency Amount CO Date Permit Date it I. 1 of 2 8/3/2016 7:01 AM City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2016 Residential Permit Fee Calculation Form Effective February 2016 - August 2016 BP# 16-2191 465 Merry Brook Cir Type of Construction: 1 V13 SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: SQUARE FOOTAGE OF GARAGE ONLY: Lot 140 2071 Isquare feet 249 s uare feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: F 2320 [square feet Dollar Valuation of Work: $244,415.29 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: 75.27 1,750.91 25.00 733.25 2,584.43 Permit #: 16-2191 Address: 465 Merry Brook Cir Lot 140 Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 2320 Plumbing Fixtures: 19 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 12 Plumbing Fixture Calculation 16-2190, 2191, 2192, 2193, 2194, 2195, 2196, 2197 469, 465, 461, 457, 453, 449, 445, 441 Merry Brook Cir (Lots 139-146) Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 3 Laundry Tubs Water Heaters 1 Lavatories 5 Water Piping 1 Pool Piping Water Softener Showers 1 1 Total Plumbing Fixtures - 19 REQUIRED INSPECTION SEQUENCE Permit # 16 -2190,16-2191,16-2192,16-2193,16-2194,16-2195,16-2196,16-2197 Address: 469, 465, 461, 457, 453, 449, 445, 441 MERRY BROOK CIRCLE (LOTS 139-146) BUILDING PERMIT Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Electric Rough Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final _ 1000 Electric Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION A 3 2016UG i 1 Application No: _ BY• Documented Construction Value: S _ Z4,4332.2o _ Job Address: L4 4 ) MERRY BROOK CIRCLE Historic District: Yes No Parcel ID: 27-19-30-5TU -0000- H40 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move 1 / / 1 1 %• 1- - • 1 Ii TWO Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: da hne PermitsPermitsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property?: NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT I TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: NIA Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in comply*ancg with all applicable laws regulating construction n zoning. Signature of Owner/ gent Date Signature of ontractor/Age Dat TAYLOR MORRISON,OFALORIDA INC Pnnt Owner/Agent's Name Signature of Notary-StpitAfFlorida Date v ac E as EXP\REtNotul Owner/Agent is dgsonally Known to Me or Produced ID NIA Type of ID JOHN ASA WRIGHT Print Contractor/Ag Signature of Notary -State Da t Cor4€taettr/Agent is YES Personally Known to Me or Produced ID NIA_ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Q Electrical o Mechanical [T Plumbing[ Gas[] Roof Construction Type: dgOccupancy Use: 7.3 Flood Zone: X- 66Z_ pzTAU fL'D Total Sq Ft of Bldg: 2-423 Min. Occupancy Load: i `'E # of Stories: Z New Construction: Electric - # of Amps 'SO Plumbing - # of Fixtures 12 Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: t7/* UTILITIES: WASTE WATER: ENGINEERING: VATO 41-* FIRE: BUILDING: Sr fr ZX • V COMMENTS: Ok to construct townhome with setbacks and impervious area shown. No additional impervious Permitted beyond initial construction. Revised: June 30, 2015 Permit Application s . • w City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 441 Merry Brook Circle Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-5TU-0000-1460 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway M The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 16-rM, Ito- ? k4g1 Reviewed by: Michael Cash, CFM Date: August 17, 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION 1 : s PERMIT APPLICATIOND A1!` 2010 - ILA Application No: D - 91 Documented Construction Value: S 7t) J Job Address: y MERRY BROOK CIRCLE Historic District: Yes No Parcel ID: 27-19-30-5TU -0000-19 60 Residential Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW TOWNHOUSE L)NIT - THOgNEBgOOK phaSe2 LOT NUMBER. I V I Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Property Owner Information M.l11- M t, „ 5 Mx -111 Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property?: NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAI I LAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: Fax: 407-257-6940 City, St, Zip: Bonding Company: ' N/A Address: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1059 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compl)"uncg with all applicable laws regulating construction n zoning. of MA 4SignatureofOwner/ gent y Date Signature of ontractor/Age Da TAYLOR MORRISOMOFALORIDA INC Print Owner/Agent's Name Signature of Notmy-StqCe0florida Date 1.sx ;a+4c Cp0h 1110%if 2p19 9u tttotuHsetyto Owner/Agent is onally Known to Me or Produced ID NIA Type of ID JOHN ASA WRIGHT Print Contractor/Ag Signature of Notery- 0 te Da r u°uc CA\ g2 25x t Co>f1ne1$/Agent is YES Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIE :91' . --WASTEWATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: lune 30, 2015 Pennit Application SCPA Parcel View: 27-19-30-5TU-0000-1460 http://parce idetai I. scpafl.org/Parcel Detai I I nfo.aspx?PI D=2719305TU... Prooerty Record Card T"„ Parcel: 27-1s-3a5Tu-0000-1a6o RX Owner. TAYLOR MORRISON OF FL INC vvorrox Property Address: 441 MERRY BROOK CIR SANFORD, FL 32771 cel Information Value Summary Tax Amount without SOH: $297.95 2015 Tax Bill Amount $297.95 Tex Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description I LOT 146 ---- - -- — ----- --- - -- THORNBROOKE PHASE 2 PS 79 PGS 43 TO 45 - Taxes Taxing Authority County Bonds SJWM(Saint Johns Water Management) County General Fund City Sanford Schools Assessment Value Exempt Values 2015 Working 2015 Certified 40,0001 Veluea Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value 40.000 Depreciated EXFT Value 0 i 40,000 Land Value (Market) 40,000 14,640 Land Value Ag Just/Market Value •' 40,000 14,640 Portability Ad) Save Our Homes Adj 0 s0 Amendment 1 Adj 0 0 P&G Adj 0 s0 t Assessed Value 40,000 14,640 Tax Amount without SOH: $297.95 2015 Tax Bill Amount $297.95 Tex Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description I LOT 146 ---- - -- — ----- --- - -- THORNBROOKE PHASE 2 PS 79 PGS 43 TO 45 - Taxes Taxing Authority County Bonds SJWM(Saint Johns Water Management) County General Fund City Sanford Schools Assessment Value Exempt Values Taxable Value 40,0001 0 540,000 40,000 s0 540,000 S40,0001 0 40,000 40,000 i 0 40.000 S40,000- 0 i 40,000 Sales - - - - - - - Description Date Book Page Amount Qualified VacAmp No Sales 1f - Find Comparable Sale Land Method Frontage Depth LOT Building Information ---- - -- - A— — — -- - - -- Permits Permit # Description Agency Units Unita Price Lend Value 1 $40,000.00 $40,000 Amount I CO Date I Permit Date I of 2 8/3/2016 7:03 AM City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2016 Residential Permit Fee Calculation Form Effective February 2016 - August 2016 BP# 16-2197 441 Merry Brook Cir Type of Construction: I VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: SQUARE FOOTAGE OF GARAGE ONLY: Lot 146 2165 s uare feet 458s uare feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: I 2623 s uare feet Dollar Valuation of Work: $264,332.20 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees 81.25 1,89033 25.00 793.00 2,789.58 Permit #: 16-2197 Address: 441 Merry Brook Cir Lot 146 Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 2623 Plumbing Fixtures: 19 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 14 Plumbing Fixture Calculation 16-2190,2191, 2192, 2193, 2194, 2195, 2196, 2197 469, 465, 461, 457, 453, 449, 445, 441 Merry Brook Cir (Lots 139-146) Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 3 Laundry Tubs Water Heaters 1 Lavatories 5 Water Piping 1 Pool Piping Water Softener Showers 1 Total Plumbing Fixtures - 19 REQUIRED INSPECTION SEQUENCE Permit # 16 -2190,16-2191,16-2192,16-2193,16-2194,16-2195,16-2196,16-2197 Address: 469, 465, 461, 457, 453, 449, 445, 441 MERRY BROOK CIRCLE (LOTS 139-146) BUILDING PERMIT Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Electric Rough Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground ' 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final rin Max Ins ection Descri tion 0 Plumbin Under ound 0 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final CITY OF SANFORD BUILDING & FIRE PREVENTION r AUG 3 2015 s ; PERMIT APPLICATION Application No: 0,, -Iq0 Documented Construction Value: $ Z L4'32 ' L Job Address: y b % MERRY BROOK CIRCLE Historic District: Yes No Parcel ID: 27-19-30-5TU -0000- 111 0 Residential R Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW TOWNHOUSE UNIT - THORNEBROOK Phase 2 LOT NUMBER Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: d hne PermitsPermitsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property?: NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 ArchitecVEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 I J (f 3 ` t f Permit Application 5 3 L) I. a NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z ning. Signatureof weer/Agen Date 1 Signature of Contracto Agent Date TAYLOR MORRISON OF FLORIDA INC Pnnt Owner/Agent's Name Signature of Notary -State of 15 Date D. P, 0-0 20105 6 fir MY t701JQA1S 2019 Owner/Agent is YF PersonaU n I T. j4;; v W*6 Produced ID N/A Type of 1 JOHN ASA WRIGHT Print Contractor/Agent's Name P141, Q( Signature of Notary -S to lorida DatI' D. a 0 -kW a ' * MY COMMISSION 11 FF 209108 EXPIRES: June 27, 2019 50 Bonded ITN SUOI NOY SU" j FOc R Contractor/Agent is YES Personally Known to Me or Produced 1D NIA Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building [3"' Electrical Mechanical [] O"' Plumbinga'--Gas Construction Type: 8 Roof Occupancy Use: &..3 Flood Zone: &'S¢ ATTHOED Total Sq Ft of Bldg: 2/6 23 Min. Occupancy Load: # of Stories: Z New Construction: Electric - # of Amps Z 5-0 Plumbing - # of Fixtures P? Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: q / UTILITIES: COMMENTS: ENGINEERING: MIG 0*'\1"Z0I(JFIRE: WASTE WATER: BUILDING: Sr f-29'-& Ok to construct townhome with setbacks and impervious area shown. No additional impervious Permitted beyond initial construction. Revised: June 30, 2015 Permit Application a , 1 4f City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 469 Merry Brook Circle Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-5TU-0000-1390 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: Q New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFIC•I L US•E ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway M The parcel is not in the: M floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 16-2190 Reviewed by: Michael Cash, CFM Date: August 17, 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION dl AUG LN iS PERMIT APPLICATION D AUGD-1go t Application No: Documented Construction Value: S 17S. RL. • 0 a Job Address: y { MERRY BROOK CIRCLE Historic District: Yes No Parcel ID: 27-19-30-5TU -0000- M2 0 Residential R Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW TOWNHOUSE UNIT - THORNEBROOK Phase 2 LOT NUMBER: 137 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daphne@PermitsPermitsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z Hing. Signature of weer/Agen Date Signature of Contracto Agent Date TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's Name Signature of Notary -State of Fro—nVr Date au D• AY coo 0 V ZO 19 Owner/Agent is yFS Personall n tia tR1 °Norgys"" Produced ID N/A Type of I BOn°e0 JOHN ASA WRIGHT Print Contractor/Agent's Name ( Signature of Notary -S to lorida DatOO J D. a CLARK MY COMMISSION 0 FF 209108 EXPIRES: June V- 2019 ar BondedThN eudptt Notary 64'" rFpf f Contractor/Agent is YES Personally Known to Me or Produced ID NIA— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: a 8' 0•A06 WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application SCPA Parcel View: 27-19-30-5TU-0000-1390 http://parce ldetai I.scpafl.org/Parcel Detail Info.aspx?PID--2719305TU... Property Record Card PYP Parcel: 27-19-30-STU-0000-1390 Owner. TAYLOR MORRISON OF FL INC aaaouMK a+ox Property Address: 469 MERRY BROOK CIR SANFORD, FL 32771 el Information I Value Summary Tax Amount without SOH: $297.95 2015 Tax Bill Amount $297.95 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description - — - - - - - - - - -- - -- - - - -- — - - - - , LOT 139 1 THORNBROOKE PHASE 2 PB 79 PGS 43 TO 45 Taxes Taxing Authority Assessment Value 2016 Working Exempt Values 2015 Certified County Bonds Values 40,000 Values Valuation Method Cost/Market SJWM(Saint Johns Water Management) j Cost/Market Number of Buildings 0 0 Depreciated Bldg Value County General Fund Depreciated EXFT Value 50 Land Value (Ma-rket) 40,000 14,640 L Land Value Ag— 0 40,000 Schools Just/Market Value " 40,000 14,640 Portability Adj Save Our Homes Adj s0 s0 Amendment 1 Adj s0 -- s0 AdjP&G Aj 0I 0 Assessed Value 40,000 1$14.64 Tax Amount without SOH: $297.95 2015 Tax Bill Amount $297.95 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description - — - - - - - - - - -- - -- - - - -- — - - - - , LOT 139 1 THORNBROOKE PHASE 2 PB 79 PGS 43 TO 45 Taxes Taxing Authority Assessment Value LOT Exempt Values Taxable Value County Bonds I 40,000 0 i 40,000 SJWM(Saint Johns Water Management) 40,000 0 I 540,000 County General Fund 40,000 50 40,000 City Santoro 40,000 0 40,000 Schools 40.000 0 - 40,000 Sales I Description Date Book Page Amount Qualified Vac/Imp No Sales Find Compare i ft Sales Land Method Frontage Depth Units Units Price Lend Value LOT t t $40,000.00 I $40,000 Building Information Permits - - - 1 CPermit # Description Agency Amount CO Data Permit Date 1 of 2 8/3/2016 7:00 AM City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2016 Residential Permit Fee Calculation Form Effective February 2016 - August 2016 BP# 16-2190 469 Merry Brook Cir Type of Construction: I VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: SQUARE FOOTAGE OF GARAGE ONLY: Lot 139 2165 s uare feet F--4-5-1—quareuare feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 2623 s uare feet Dollar Valuation of Work: $264,332.20 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: 81.25 1,890.33 25.00 793.00 2,789.58 Permit #: 16-2190 Address: 469 Merry Brook Cir Lot 139 Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 2623 Plumbing Fixtures: 19 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 14 Plumbing Fixture Calculation 16-2190,2191,2192,2193,2194,2195,2196,2197 469, 465, 461, 457, 453, 449, 445, 441 Merry Brook Cir (Lots 139-146) Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 3 Laundry Tubs Water Heaters 1 Lavatories 5 Water Piping 1 Pool Piping Water Softener Shower 1 1 Total Plumbing Fixtures - 19 REQUIRED INSPECTION SEQUENCE Permit # 16 -2190,16-2191,16-2192,16-2193,16-2194,16-2195,16-2196,16-2197 Address: 469, 465, 461, 457, 453, 449, 445, 441 MERRY BROOK CIRCLE (LOTS 139-146) BUILDING PERMIT Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Electric Rough - Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 I i i Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough - 30 Pre -Power Final 1000 Electric Final I i i MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final rG' Min Max Inspection Description 10 PlumbingUnderground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final 10 s "'' CITY OF SANFORD BUILDING & FIRE PREVENTION3206' PERMIT APPLICATION 13 i: Application No: (4P Documented Construction Value: $ MERRY BROOK CIRCLEJobAddress: q S7 Historic District: Yes No Parcel ID: 27-19-30-5TU -0000-1 q 20 Residential R Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of iUse Move Description of Work: NEW TOWNHOUSE UNIT - THORN EBROOK Phase 2 LOT NUMBER: ,2 i i Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daphne@Perm0tsPermitsPermits.coPermitsPermitsPermits.corr Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 1 Street: 151 SOUTHHALL LANE # 200 Resident of property? : I NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: i City, State Zip: MAITLAND FL 32751 State License No.: CB01257462 Architect/Engineer Information Name: Phone: 1 Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5's Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application V MAI NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio and zoning. 1ALZ a;/_/60 8' Signature of caner/Agent a Signatu16 of Contractor/Agent Dat TAYLOR MORRIWNtOF FLORIDA INC Print Owner/AgyR's Signature oWtary-State of Florida Dated I r 0. a tW FF 20gpSS e.0 E09'Es. ottaY Sow 6ad Owner/Agent is yE& Persona own to Me or Produced ID N/A Type of ID JOHN ASA WRIGHT Print Contract or/ ame v Sign re of Notary -State of Florida. to kO MMISSI# FF 2008 MY CO r • EXPIRES. tayBud9dNolNy te ContractallAgent is YES Personally Known to Me or Produced 1D NIA Type Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [f Electrical 5 Mechanical ( Plumbingg Gas[] Roof Construction Type: .4s Occupancy Use: t23 Flood Zone:UMM Total Sq Ft of Bldg: ZZ C Min. Occupancy Load: # of Stories: 2 New Construction: Electric - # of Amps 1 !'2 Plumbing - # of Fixtures I ? Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: « UTILITIES: WASTE WATER: ENGINEERING: W%C- 01 Z"' FIRE: BUILDING: r F /6 COMMENTS: Ok to construct townhome with setbacks and impervious area shown. No additional impervious Permitted beyond initial construction. Revised: June 30, 201 S Permit Application 141t — 18R 7- City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 457 Merry Brook circle Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-5TU-0000-1420 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: Q New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIALSUMMER= Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 16-2195 Reviewed by: Michael Cash, CFM Date: August 17, 2016 r ' • ' :..~' ..•, ;'~•-' CITY OF SANFORD r '` `i BUILDING & FIRE PREVENTION PERMIT APPLICATION r I c • 3AppIcllclatiolnNo: Documented Construction Value: S J 1 . -7Q • d(P Job Address: MERRY BROOK CIRCLE Historic District: Yes No Parcel ED: 27-19-30-5TU -0000- i y20 Residential R Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move 1 r l 1 1 1 1• 1 4 211:1 -.1 -.10161M V IMMA itilkill] 71:51 WE Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email:daphne@PermitsPermitsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 407-629-0077 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Street: 151 SOUTHHALL LANE # 200 Phone: 407-257-6940 Fax: City, State Zip: MAITLAND FL 32751 State License No.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: N/A Address: Phone: Fax: E-mail: Mortgage Lender: N/A Address: CBC1257462 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio and zoning. Z & 8" Signature ofOwner/Agent 139te SignatuI6 of Contractor/ ent Dat TAYLOR MORRIWOF FLORIDA INC Print Owner/A&;K's f Signature oWtary-State of Florida Date/ / t 914 P.v!4c CpMMS % 2710 EylP1RES: Jun ,ts gaygelNolatY Owner/Agent is yES Persons# own to Me or Produced ID N/A Type of ID JOHN ASA WRIGHT Print Contracto r/Alge ame Sign re of Notary -State of Florida Ifate. D p,W% r°'.'•• 4 * y dpIiiiSSION 0 FF 209115 EXPIRES: June 27.2E dThNB,rigetNotuY ContractR#Xgent is YES Personally Known to Me or Produced ID NIA— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No APPROVALS: ZONING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: g - y WASTEWATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application SCPA Parcel View: 27-19-30-5TU-0000-1420 http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=27193O5TU... Property Record Card W% Parcel: 27-19-30-STU-0000-1420 Owner. TAYLOR MORRISON OF FL INC r+anoou+r mora Property Address: 457 MERRY BROOK CIR SANFORD, FL 32771 Parcel Information ( Value Summary Parcel 27-19-30-5TU-0000-1420 Owner TAYLOR MORRISON OF FL INC Property Address 457 MERRY BROOK CIR SANFORD, FL 32771 Mailing 151 SOUTHHALL LANE STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 2 Tax District SI-SANFORD DOR Use Code 0005 -PUD UNDER DEVELOPMENT Exemptions j Legal Description OT 142 HORNBROOKE PHASE 2 B 79 PGS 43 TO 45 Taxes Tax Amount without SOH. $297.95 2015 Tax Bill Amount $297.95 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value 2016 Working 2015 Certified County Bonds Values Values Valuation Method Cost/Market ; Cosl/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 40,000 14,640 t Land Value Ag 0 1 JustlMarket Value " 40,000 1$14,640 Portability Adj so Save Our Homes Adj s0 0 Amendment 1 Adj30 s0 P&G Adj 0 0 Assessed Value 40,000 14,640 Tax Amount without SOH. $297.95 2015 Tax Bill Amount $297.95 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County Bonds 1 40,000I s01 40,000 SJWM(Saint Johns Water Management) 40,000 0 40,000 County General Fund 40,000 0 1 40,000 City Sanford 40,000 so 40,000 Schools 640,000 s0 640,000 Sales- - - - - -- - --- - - — - Description Date Book Page Amount Qualified Vactimp No Sales Find Comparable Soles Land Method Frontage Depth Units Units Pnce Land Value LOT 1 $40,000.00 i $40,000 Building Information Permits - ---- - •- - - -- - - -- - - - - Permit 0 Description Agency Amount CO Date Permit Date 1 of 2 8/3/2016 7:01 AM City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2016 Residential Permit Fee Calculation Form Effective February 2016 - August 2016 BP# 16-2193 457 Merry Brook Cir Type of Construction: I VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: SQUARE FOOTAGE OF GARAGE ONLY: Lot 142 1992 s uare feet 259 s uare feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: F 2251 [square feet Dollar Valuation of Work: $235,962.08 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: 72.74 1,691.74 25.00 707.89 2,49737 Permit #: Address: 16-2193 457 Merry Brook Cir Lot 142 Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 2251 Plumbing Fixtures: 19 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 12 Plumbing Fixture Calculation 16-2190,2191,2192,2193,2194,2195,2196,2197 469, 465, 461, 457, 453, 449, 445, 441 Merry Brook Cir (Lots 139-146) Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 3 Laundry Tubs Water Heaters 1 Lavatories 5 Water Piping 1 Pool Piping Water Softener Showers 1 Total Plumbing Fixtures - 19 REQUIRED INSPECTION SEQUENCE Permit # 16 -2190,16-2191,16-2192,16-2193,16-2194,16-2195,16-2196,16-2197 Address: 469, 465, 461.457, 453, 449, 445, 441 MERRY BROOK CIRCLE LOTS 139-14 BUILDING PERMIT Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Electric Rough Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground - 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final B'1 G R 1 Maxr10 Ins ection Descri tion Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final L I I MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final r 1%-1 CITY OF SANFORD BUILDING & FIRE PREVENTION N AUG 3 2016 PERMIT APPLICATION D _ BY: -- - Application No: Documented Construction Value: $ 7-S5gG2 - C 6 Job Address: q S MERRY BROOK CIRCLE Historic District: Yes No Parcel ID: 27-19-30-5TU -0000- 1g3 0 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW TOWNHOUSE UNIT - THORNEBROOK Phase 2 LOT NUMBER : 11 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: U =1RIT, -n0' '-11 Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Resident of property? : Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 407-257-6940 NO State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: N/A Address: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructs n nd zonin . 0 611 Signature of er/Agent Dat Signatur f Contractor/Agebate TAYLOR MORMON OF FLORIDA INC Pnnt Owner/A t' e Signature2p4otary-State of Florida Date/ / ' D, a da r Pv 01FF?!J 01 00 V, 2010 Owner/Agent is yF& Person o vt n to Me or Produced ID N/A Type of ID JOHN ASA W64GHT Print Comm r s e Signature of Notary -State of Florida a[ nDa 04 PUS, D.IL K2A1Wp 0fr r'"'• My COMMISSt or f` Contractor/Agent is YES Personally Known to Me or Produced 1D NIA— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[ Electrical[ Mechanical El Plumbing[ZGas Roof Construction Type: 45 Occupancy Use: (2-3 Flood Zone: Y- ,c5 4 E ATTACHED Total Sq Ft of Bldg: ZZS 1 Min. Occupancy Load: 2- # of Stories: 2 New Construction: Electric - # of Amps (S0 Plumbing - # of Fixtures 1 q Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: O I. 1b UTILITIES: WASTE WATER: ENGINEERING: W, C, bA1"10(" FIRE: BUILDING: Sr F COMMENTS: Ok to construct townhome with setbacks and impervious area shown. No additional impervious Permitted beyond initial construction. Revised: June 30, 2015 Permit Application P187 0 7=4 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 453 Merry Brook Circle Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 27-19-30-5TU-0000-1430 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: 110-1 New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 16-2194 Reviewed by: Michael cash, CFM Date: August 17, 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION AUG 3 2016 PERMIT APPLICATION NMI Application No: (P - wqq Documented Construction Value: S , 0 ! Job Address: MERRY BROOK CIRCLE Historic District: Yes No Parcel ED: 27-19-30-5TU -0000- 03 0 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW TOWNHOUSE UNIT - THORNEBROOK PhaSe 2 LOT NUMBER Plan Review Contact Person: Daphne Clark Title: Phone: _407-257-6940 Fax: Email: daPhne@PermitsPerm*tsPermfts.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property?: NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: P Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructs nd znin . 66 — Signature of O er/Agent Dat Signat f Contractor/Ag to TAYLOR MORI3d6.ON OF FLORIDA INC Print Owncr/A t' e , Signature,gfiWotary-State of Florida Date/ / ' co el1F 20 9 No Owner/Agent is YFS Person vin" o Me or Produced ID N/A Type of ID JOHN ASA WF3JGHT Print ConUac r 's blame Signature of Notary -State of Florida Da X00 vv MY43ng V, OpMMISSIO FF 9 Contractor/Agent is YES Personally Known to Me or Produced ID NIA— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: A6 g - ? WASTE WATER: FIRE: BUILDING: Revised: lune 30, 2015 Permit Application SCPA Parcel View: 27-19-30-5TU-0000-1430 http://parceldetail.scpafl.org/ParceiDetailinfo.aspx?Pl D=2719305TU... Property Record Card CIA PRAISER Parcel: 27-18-30-sTu-0000-1430 Owner: TAYLOR MORRISON OF FL INC r+oruoouKn.r ora Property Address: 453 MERRY BROOK CIR SANFORD. FL 32771 Parcel Information I i Value Summary Tax Amount without SOH: $297.95 2015 Tax Bill Amount $297.95 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 143 i THORNBROOKE PHASE 2 PS 79 PGS 43 TO 45 Taxes Taxing Authority 2016 Working 2015 Certified Taxable Value Values Values Valuation Method j Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value 0 40,000 Depreciated EXFT Value 1 i Land Value (Market) 40,000 14,640 Land Value Ag JusUMarkel Value " 40,000 514,640 Portability Adj 0 40,000 Save Our Homes Adj 0 i 50 Amendment 1 Adj 0 0 P&G Adj o 1$0 Assessed Value 40,000 14,640 Tax Amount without SOH: $297.95 2015 Tax Bill Amount $297.95 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 143 i THORNBROOKE PHASE 2 PS 79 PGS 43 TO 45 Taxes Taxing Authority I Assessment Value Exempt Values Taxable Value County Bonds i $40,000 0 j 40,000 SJWM(Saint Johns Water Management) r 40,000 0 40,000 1 County General Fund 40, 0001$ 0 40,000 City Sanford - 40,000j 0 40,000 Schools 540,000 + so, E40,000 Sales Description Date Book Page Amount Qualified Vacnmp No Sales FItW Comparottle Sales j Land Method Frontage Depth-- — - — Units Units Price Land Value II LOT 1 ; $40,000.00 ' $40,000 Building Information ---_----- — —_---- ---- ------------------- Permits - - - -- -- — — — - - - - - Permit # Deaaiptlon Agency Amount CO Date Permit Date I 1 of 2 8/3/2016 7:02 AM City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2016 Residential Permit Fee Calculation Form Effective February 2016 - August 2016 BP# 16-2194 453 Merry Brook Cir Type of Construction: A V13 SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: SQUARE FOOTAGE OF GARAGE ONLY: Lot 143 1992 s uare feet 259 s uare feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 2251 [square feet Dollar Valuation of Work: $235,962.08 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: 72.74 1,691.74 25.00 707.89 2,49737 Permit #: Address: 16-2194 453 Merry Brook Cir Lot 143 Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 2251 Plumbing Fixtures: 19 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 12 Plumbing Fixture Calculation 16-2190, 2191, 2192, 2193, 2194, 2195, 2196, 2197 469, 465, 461, 457, 453, 449, 445, 441 Merry Brook Cir (Lots 139-146) Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 3 Laundry Tubs Water Heaters 1 Lavatories 5 Water Piping 1 Pool Piping Water Softener Showers 1 1 Total Plumbing Fixtures - 19 REQUIRED INSPECTION SEQUENCE Permit # 16-2190, 16-2191, 16-2192, 16-2193,16-2194, 16-2195, 16-2196, 16-2197 Address: 469, 465, 461, 457, 453, 449, 445, 441 MERRY BROOK CIRCLE (LOTS 139-146) BUILDING PERMIT Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Electric Rough Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 40 Firewall Screw 40 Roof Dry In 40 50 Final Window 40 70 Lath Inspection 50 Frame 50 1000 Final Stucco / Siding 50 1000 Final Roof 60 Insulation Rough 60 Firewall Final 70 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final G I7BI Min Max Inspection Description 10 Plumbin Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final DESCRIPTION AS FURNISHED: Lots 139, 140, 141, 142, 143, 144, 145 and 146, THORNBROOKE PHASE 2, as recorded in Plot Book 79, Pages 43 through 45 of the Public Records of Seminole County, Florida. BOUNDARY FOR / SOFT. CERTIFIED TO: a Taylor Morrison of Florida,up Inc. GARAGE = 458 TRACT L LOT 139 20.0• j Mi 7 2 FUTURE DEVELOPMENT) SQ.FT. THORNBROOKE P.B. 79, PGS, 3-7 TV.. PFL BREEZEWAY= N/A SOFT. 2 3 v' M O a a O ROPOSED INFORMATION SHOWN UTIL BASED ON SUPPLIED PLAN lq to AND/OR INSTRUCTIONS PER o cuEWT(NoT Fl vERiFTED LF. Soo = 376 SOFT. LOT 139 OR 146 OFF LOT AR CALCULA 1 S: Ic 2.0' 1Nip C4 o NOTE: PAVER ITEMS ARE NOT C4 NCLUDEO IN IMPERVIOUS AREA no8 LOT = 2.121 SOFT. ON LIVING = 770 SOFT. LINE - GARAGE = 458 SOFT. LOT 139 20.0• j Mi 7 2 PAVER ENTRY = 9 SQ.FT. SOFT. LANAI = 93 SOFT. TV.. PFL BREEZEWAY= N/A SOFT. 2 3 v' PAVER DRIVEWAY= 400 SO. FT. a a A/C PAD = 9 SOFT. UTIL PAVER WALKWAY -6 SO.Fr. 3 IMPERVIOUS = 62.7 1.330 R SQ.FT. LF. Soo = 376 SOFT. OFF LOT AR CALCULA 1 S: Ic Ii/w = 179 APRON = 51 SIDEWALK = 112 tTnn = Ir TRACT E TRACT E Y10 OPENSPACE) N 0008' 28" W ( OPEN SPACE) PROPOSED = FINSH£0 SPOT GRADE EL_NATIONS r - - - - - - - - - - - - - - - - - - - - - - - - - PER DRAINAGE PLANS 22.33' 22.00' 22.00' 22.00'• 22.00' .22.00-- 1 22.00' 22.33' LOT 140, 141, 144, OR 145 NOTE- PAVER ITEMS ARE NOT 1 10.00' 10.00' INCLUDED IN IMPERVIOUS AREA10.00 LOT 146 to 1000, SOFT. 20.0' C i 7'2 145 tp 16.8' 1000 LOT 144 5.2* b 3'.3' LOT 143 10.00 o 9 IFORMB.'OARDj TOP OF FO 10.00 LOT 142 o 3,.J' IFO UNDATION S = 25.98' LOT 141 000 a.2 LOT 140 0 16.8' LOT 139 20.0• j Mi 7 2 Val. LEGEND E SOFT. D 2.Q'- z1 7 7(e TV.. PFL I/1 2 3 v' a a l 2.0 VIVC. - V FENICE UTIL n Dor vac ,° 3 V 3 LK LF. D01 Rao vaa P.T. POW OF TANGOCY WD 2.0' 1Nip C4 o n g C4 C4 o no8 no o - 2.0 o ELTS RMAL Orn QO tri aD CO CO CO CkiO H h y n y Ln H F.F.E.=25.80 F.F.E.=25.80F.F.E.=25.80 F.F.E=25.80 F.F.E=25.80 F.F.E=25.80 F.F.E.=25.80 F.F.E.=25.80 h n WILLOW -L REDWOOD -L REDWOOD -L BIRCH -A -L BIRCH -A -R REOW000-R REDWOOD -R WILLOW -R h c 5.7' 3.7' c J.7'H 5.7' 0 i 24 0 15.7 7' -i X3.7' c 5.7' o T3.7' 34.7' a o 12.7' a 29.00' 29.00' o 12.7' o 34.7' 5.00' 25.00' 25.00' 25.00' 25.00' 25.00 0 10 C1T1 ESMT. SOFT. 392 SOFT. 176 yv LOT - 2,090 SQ.Fr. APRON GRU,S_'1'V LI'1SCO 22.33' 22.00 SOFT. Val. LEGEND PUNT a LINELS. SOFT. D SO.FT.' TV.. PFL TmrTx P®Ii !F CEKRSE CJtVATWE QFG . Li1A1N LDEf •EN1C[ AREA = 2.300 SO.FT. y0 DRIVEWAY = 451 SOFT. S' SIDEWALK = 118 SO. FT. ; SOD 392 SOFT. 176 yv LOT - 2,090 SOFT. APRON GRU,S_'1'V LI'1SCO TT Val. LEGEND PUNT a LINELS. IMMM SETRAM LDC D SO.FT.' TV.. PFL TmrTx P®Ii !F CEKRSE CJtVATWE QFG . Li1A1N LDEf •EN1C[ CC.D. F, ELD P" PLATv. PLANT ar 'I)MVE lD CURVATURE VIVC. - V FENICE UTIL A/C PAD = 9 Dor vac ,° L Lo : COMMP Es a TUM LK LF. D01 Rao vaa PMNT Cr 103MM P.T. POW OF TANGOCY WDC340RETE "04AC T fAC PC.11T Or COMQC00N a= • DL'9OTIPTOTN SCT LT. . T/¢' LR .TOLD .7% VFX PEWHEW GEFCRENCE R@(pQR R • RAM ELTS RMAL COO"QM U., QECOVECALCLLEO' FDaSKD -LOW CLEVATm1 L • ARC LENGNN Z.C. UU zz. UU ZZ. UU zz. UU .64. UU .G.G. X3.3 F0v'*%1ppj 1"-Viff2va MERRY BROOK CIRCLE (40' R/W) TRACT C A,S',SOC. , INC. - LAND SUR VErORS TACHM NOTES CHNO 1. THC UNOET SO" DOLS KREBY CERTIFY TMAr THIS S %Vf MWIS EHE IITMNM TEL7aDCN STANOVIDS ser roan+ er UTU. 1GROfi TME FLORIDA 0040 OF PROFE=NAL LAND SURY£YORS 01 CHAPTER SI -17 OF Off a0ft01 ADWN6raA1NE CODE T 2 UNLESS EvaDSSED WIN SUMVYDRIS SW- nag SORWY es NOT' VALID AND IS PRESDOW FOR vsoaw710fM PU MOSOSES OMY. WARM 1 nus SURVEY %AS PREPARED FROM ME ROM&AMN nOW MED M TN¢ SVRVrVM THM MAY 8E OTHER R FnWnGNSRAa - - V OR EESD+EM THAT AFFECT T105 PROPERTY. CASET- VAT T. EASETCNT •. NO VNOERCifiOV10 DIPROVFl/EM5 MOVE BEEN 10G1E0 U/1lESS OTHERNTSE SIT011H WMRLOCPOINT MORIN 5. PDS SURVEY IS PREPARED TOR TME SOLE BENFi1T OF THOSE CERTWIED TO AND SHOIRD NOT BE Roan UPON BY ANY OTHER DOTTY. eouNaar tFRSTHISeuanvac/PaoPERrr 000 NOT CAE WmuN B. 0004SKP6 saNN Fal THE LOCATION OF a/PROVE10nS NEaEON - NAT BE USEv ro aEeOArsmuc CERrrft£p BY: vy- _ THE ESrABUSMEO 1Oo rEvt FLOW PLANE AS PER YIPM' 7. SEARIaCVA cs• ARE BLsm ASSUMED an/M AND ON GE LINE VE RM As LULSE 0 192 . Bel e. LaFVADONs s slawH. ARE e sm off HATroHAI clvOErrc wrnCAl aTUM a Is2s. wuEss OTHERWIZ NOG) TOM X CRUS M , R.L.S 1 71< JAMES W. SCOTT, R.LS 1 4801 ZONE k MAP 1 121170 0055 F 9 COMFWATE OF AUTH MZAWN No. 4596 IN VIV Lv1 AMA vLLLULAMNVZJ: 176 yv LOT - 2,090 SOFT. APRON LIVING - 894 SQ.FT. O GARAGE = 249 SOFT. SOFT. SOFT PAVER ENTRY = 36 SO.FT.' LANAI = 102 SQ.FT. I^ BREEZEWAY= N/A SOFT. N Tu < PAVER DRIVEWAY= 225 SOFT. NE A/C PAD = 9 SOXT. V PAVER WALKWAY = 48 SOFT. 4 IMPERVIOUS= 60.0 f o 1,254 SOXT. Soo = 527 SOFT. ON UNE R/1W . 176 yv SO.FT. APRON 30 SQ.FT. O SIDEWALK SOD 110 36 SOFT. SOFT PAVER WALKWAY = 25 SOFT. w O AREA 2,266 SOFT. h h o a) a) ORNEWAY SIDEWALK Isoo 255 158 563 SO.Fr. SOFT. SOFT. APRON = 30 SOFT. SIDEWALK = 110 SOFT. LOT 142 OR 143- NOTE: PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON UNE Lv1 = Z.U`JV wx 1. LIVING - 824 SO.FT. GARAGE = 259 SOFT. y1 PAVER ENTRY = 68 SO.FT. LANAI = 102 SQ.FT. 5400 E. COLONLAL DR. PAVER DRIVEWAY Y61 SOFT. 407)-277-3232 DRIVEWAY = 261 SOFT. SCALE H- 1- - 20' - A/C PAD = 9 SQ.FT. PAVER WALKWAY = 25 SOFT. IMPERVIOUS= 57.1 7- 1,194 'SO.FT. SOD = 542 SO.Fr. OFF LO AREA CALCULATIONS: R/1W = 176 SO.FT. APRON = 30 SOFT. SIDEWALK = 110 SOFT. SOD = 35 SOFT. yb AREA = 2.266 SO.FT. y1 oRNEWAY 291 SOFT. SIDEWALK - 135 SOFT S00 = 578 SO.FT. 5400 E. COLONLAL DR. ORLANDO. FL. 32807 407)-277-3232 FAX (407)-658-1436 SCALE H- 1- - 20' - MON eY: ••• PLOT PLAN 06-22-16 2iii-re REVISED PLOT PUN (A00ED SO. Fr. CtLCS) 08-09-16 REVISED PLOT PLAN (ORI)ES) 08-10-16 REVISED PLOT PLAN (PAVERS) 08-15-16 FORMBOIARO FOUNDAT10N/ELEVS. 09-12--,5 31 I J-16 UNIVERSAL UES Project No: 0110.1401008.0000 Workorder No: 9252925-1 ENGINEERING SCIENCES Report Date: 9/15/2016 Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold Inspection03BuildingInspection -Plan Review - Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P:407.423.0504 -F:407.423.3106 In -Place Density Test Report Client: Taylor Morrison of Florida, Incorporated 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Project: Thornbrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: Lot 139 Material: Native Reference Datum: 0 = Bottom of Footing UES Technician: Anthony Badillo Date Tested: 09/15/2016 Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test aximum ptimum Field Dry Field Soil Native Depth Pass No. LocaU ort of Test Range Density pd) Moisture ou) Density pcf) Moisture l%ut Compaction loot inch) or Fail 1 East Foottwrr 0-1 ft 105.4 11:8 103.2 10.6 98 N/A Pas: 2 West Footing 1-2 ft 105.4 11.8 106.9 12.9 101 N/A Pas: 3 North Center of Pad (TOF) 1-2 ft 105.4 11.8 104.2 12.6 99 N/A Pas: Remarks: (TOF)= Top of Fill To establish a mutual protection to Universals clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 - F: 407.423.3106 UES Project No: 0110.1401008.0000 Workorder No: 9252925-2 Report Date: 9/15/2016 In -Place Density Test Report Client: Taylor Morrison of Florida, Incorporated 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Project: Thornbrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: Lot 140 Material: Native Reference Datum: 0 = Bottom of Fill UES Technician: Anthony Badillo Date Tested: 09/15/2016 Tvue of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test aximum ptimum Field Dry Field Soil Native Depth Pass No. Location of Test Range Density per Moisture u) Density per Moisture toot Compaction inch) or Fail 4 East Footing 0-1 ft 105.4 11.8 103.2 10.1 98 N/A Pas: 5 West Footing 1-2 ft 105.4 11.8 101.6 10.9 96 N/A Pas: 6 1 North Center of Pad (TOF) 1 1-2 ft 1 105.41 11.8 1 103.9 1 9.4 1 99 1 N/A I Pas: Remarks: (TOF)= Top of Fill To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property o/ our clients and authorization UES Project No: 0110.1401008.0000 WW = W = W = I= 'WW A -= Workorder No: 9252925-3 ENGINEERING SCIENCES Report Date: 9/15/2016 Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold Inspection Building Inspection - Plan Review - Building Code Administration ` g _ 02 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 In -Place Density Test Report Client: Taylor Morrison of Florida, Incorporated 2600 Lake Lucien Drive Suite 350 UES Technician: Anthony Badillo Maitland, FL 32751 Date Tested: 09/15/2016 Project: Thornbrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: Lot 141 Material: Native Reference Datum: 0 = Bottom of Footing Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test aximum ptimum Field Dry Field Soil Native Depth Pass No. Location of Test Range Density pct) Moisture 10/01 Density pd) Moisture 10/61 Compaction 10/01 inch) or Fail 7 East Footing 0-1 ft 105.4 11.8 107.6 12.1 102 N/A Pas: 8 West Footing 1-2 ft 105.4 11.8 105.2 11.7 100 N/A Pas: 9 1 Center of Pad North (TOF) 1 1-2 ft 1 105.4 11.8 1 106.4 1 11.8 1 101 1 N/A I Pas: Remarks: (TOF)=Top of Fill To establish a mutual protection to Universals clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 3532 Maggie Blvd, Orlando, 32811 • P:407.423.0504 -F:407.423.3106 UES Pr*Ct No: 0110.1401008.0000 Work order No: 9252925-4 Report Date: 9/15/2016 In -Place Density Test Report Client: Taylor Morrison of Florida, Incorporated 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Project: Thornbrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: Lot 142 Material: Native Reference Datum: 0 = Bottom of Fill AP - 0? Z 7's UES Technician: Anthony Badillo Date Tested: 09/15/2016 Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density Test aximum ptimum Field Dry Field Soil Native Depth Pass No. Location of Test Range Density pcf) Moisture i0/01 Density Pcf) Moisture 0/0) Compaction to/,t inch) or Fail 10 East Footing 0-1 ft 105.4 11.8 107.8 9.8 102 N/A Pas: 11 West Footing 1-2 ft 105.4 11.8 106.2 12.1 101 N/A Pas: 12 1 North Center of Pad (TOF) 1 1-2 ft 1 105.41 11.8 1 106.0 1 10.6 1 101 1 N/A I Pas: Remarks: (TOF)= Top of Fill To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold Inspection Budding Inspection - Plan Review - Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 Client: UES Project No: 0110.1401008.0000 Workorder No: 9252984-1 Report Date: 9/15/2016 In -Place Density Test Report 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Project: Thornbrooke 40s & 50s, SF House Lots Area Tested: Footers / pad lot # 143 Material: Native Reference Datum: 0 = Top of Fill 16 -.,,2 / c UES Technician: Joseph Harrington Date Tested: 09/15/2016 Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test aximum ptimum Field Dry Field Soil Native Depth Pass No. Location of Test Range Density pc) Moisture u) Density per Moisture Compaction l%1 inch) or Fail 1 East footer 0-1 ft 105.4 11.8 103.2 11.4 98 N/A Pas: 2 West footer 1-2 ft 105.4 11.8 105.3 11.0 100 N/A Pas: 3 1 Center of pad (TOF) 1 1-2 It 1 105.41 11.8 1 106.2 1 11.8 1 101 1 N/A I Pas: Remarks: (TOF) = top of fill To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold Inspection Building Inspection - Plan Review - Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 Client: UES Project No: 0110.1401008.0000 Workorder No: 9252984-2 Report Date: 9/15/2016 In -Place Density Test Report 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Project: Thornbrooke 40s & 50s, SF House Lots Area Tested: Footers / pad lot # 144 Material: Native Reference Datum: 0 = Top of Fill P- '-?', / FJ - UES Technician: Joseph Harrington Date Tested: 09/15/2016 Tyne of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test aximum ptimum Field Dry Field Soil Native De th Pass No. Location of Test Range Density pd) Moisture lo ol Density pcf) Moisture loot Compaction lo ol inch) inch or Fail 4 West footer 0-1 ft 105.4 11.8 106.1 12.2 101 N/A Pas: 5 East footer 1-2 ft 105.4 11.8 105.5 11.4 100 N/A Pas: 6 1 Center of pad (TOF) 1 1-2 ft 1 105.41 11.8 1 104.3 1 11.4 1 99 1 N/A I Pas: Remarks: (TOF) = top of fill To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property o/ our clients and authorization UNIVERSAL UES Project No: 0110.1401008.0000 Workorder No: 9252984-3 ENGINEERING SCIENCES Report Date: 9/15/2016 Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold Inspection09BuildingInspection -Plan Review -Building Code Administration /6 -7/ 3532 Maggie Blvd, Orlando, 32811 - P:407.423.0504 -F:407.423.3106 G Client: In -Place Density Test Report 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Project: Thornbrooke 40s 8r 50s, SF House Lots Area Tested: Footers / pad lot # 145 Material: Native Reference Datum: 0 = Top of Fill UES Technician: Joseph Harrington Date Tested: 09/15/2016 Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test aximum ptimum Field Dry Field Soil Native Depth Pass No. Location of Test Range Density per Moisture lout Density per Moisture 10/0t Compaction toot inch) or Fail 7 East footer 0-1 ft 105.4 11.8 104.4 11.6 99 N/A Pas: 8 West footer 1-2 ft 105.4 11.8 106.7 12.4 101 N/A Pas: 9 1 Center of pad (TOF) 1 1-2 ft 1 105.41 11.8 1 105.3 1 11.4 1 100 1 N/A I Pas: Remarks: (TOF) = top of fill To establish a mutual protection to Universals clients, the Public and ourselves, all reports are submitted as confidential property o/ our clients and authorization UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106 Client: UES Project No: 0110.1401008.0000 Workorder No: 9252984-4 Report Date: 9/15/2016 In -Place Density Test Report 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Project: Thornbrooke 40s & 50s, SF House Lots Area Tested: Footers / pad lot # 146 Material: Native Reference Datum: 0 = Top of Fill UES Technician: Joseph Harrington Date Tested: 09/15/2016 Tvue of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test aximum ptimum Field Dry Field Soil Native Depth Pass No. Location of Test Range Density Moisture Density Moisture Compaction inch) or Fail per toot pct 10 West footer 0-1 ft 105.4 11.8 104.4 12.0 99 N/A Pas: 11 East footer 1-2 ft 105.4 11.8 105.7 12.4 100 N/A Pas: 12 1 Center of pad (TOF) 1 1-2 ft 1 105.41 11.8 1 104.2 1 11.4 1 99 1 N/A I Pas: Remarks: (TOF) = top of fill To establish a mutual protection to Universals clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Dater LP 1 hereby name and appoint: 06L (16 an agent of.—To" Io V "LUY l5 Name of Coinpany) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): D The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: State License Number: /o257 Signature of License Holder: 17 "" STATE OF FLORIDA COUNTY OF _ The foregoing instrument was acknowledged before me thisday of 200_Lj_, by who isXpersonally nown to me or o who has produced a! identification and who did (did not) take an oath. Notary Seal) pr oe •. CORINNE JACKSON r MY COMMISSION #FF107828 EXPIRES March 31, 2018 007~396.0153 FlorldnNota Service.com Rev. 08.12) 6 MA-"Ky ' , 4,- 6YI Signature lor1nY)•- 1a(A0(1 Print or type name Notary Public - State of r'a ' Commission No. FF i 07 My Commission Expires: ';— Parcel ID Number: 27-19-30- 5TU -0000- -10 0 Prepared By Kim Carter and Taylor Morrison I -tomes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. 111111116111111111111111111 wil sill 1!91 IjjRYFtit1r11 GLI.(a: iiF GTRGUyl (.01ji't'( .. . ;ifU'''i i;.'!. : fi(:f.UF I?t:.f: Qti/U`i,"i11.: lij • ;.! 't' ,I EC'CRU?PIS, t!:f:!•; y'ii.i i State of Florida. County of Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I . Description of property : LOT Legal Description : Thornbrooke Phase 11, according to the plat thereof, as recorded in Plat Book 79, Page 43-45, of the public records of Seminole County, Florida. Addresses : - t! V Sanford 1'1, 2. General description of improvements : Single Family Home Sworn to and subscribed before me this by John Asa Wright pho is personally known to me. p' 0 V- 5: 1 ZO• Notary Public DA Clark p,,,,, CAP S• ` ISR. My commission expires: 6/27/19 _ru— Serial No. FF 209108 ae:' AND. - Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and beliel: 3. Owner information : Name "raylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple "title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. vV Address 2600 Lake Lucien Drive Suite 350, Maitland, 1-1, 32751 6. Surety : N.A. ;.5°r!oca r*i7. Lender: N.A. ' iy O 8. Persons within the State of Florida designated by the Owner upon whom notices or other docume %k nad be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive it copy of the Lienor's Notice as i4iecN- O in 713.13(I)(b), Florida Statutes. N.A. CD 10. Expiration date of notice of commencement: One year from the date of recording. w WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMEN? a '. ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN z RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE a o az RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONS UTrS YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ? W o11. Date Signed : Signature of Owner's Agent : o JoCL hn sa Wright W Taylor Morrison of l;16rida Inc. Id v o Sworn to and subscribed before me this by John Asa Wright pho is personally known to me. p' 0 V- 5: 1 ZO• Notary Public DA Clark p,,,,, CAP S• ` ISR. My commission expires: 6/27/19 _ru— Serial No. FF 209108 ae:' AND. - Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and beliel: Parcel 11) Number: 27-19-30- 5TU -0000-Y+Z0 Prepared By Kim Carter and Taylor Morrison Flomes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. 11 1I1,9 I 1 ISII fl i lIII aa•i tls k'tu4'111i tl!11::.L : iI.II LiJI'I.r ,:Irnc l . Chl' OF EK •. r.. I'? 111 + i11''_' CLERK'S Y 2016082575 RECORDED ii;; t!S:'l11,r} ui: 4l ilii RIL(A)RI)11aC; 117 L:S ;130.00 IOCORM.-O 13't s:StAIth Slatc of Florida. County of Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I . Description of property : LOT LZ - Legal Description : Thornbrooke Phase 11, according to the plat thereof, as recorded in Plat Book 79, Page 43-45, of the public records of Seminole County, Florida. - 7 l,orUAddresses : Sanford FL 2. General description of improvements : Single Family I-!ome 3. Owner information: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Flolcler : N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 327s3-•-..?;'s, est \ t•/ 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provi'Q in 713.13(I)(b), Florida Statutes. N.A. z a c 10. Expiration elate of notice of commencement: One year from (lie date of recording. Q'v C' Var wNA WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT u ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN u C RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE o Y -: C RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT W o o YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTIIC OF COMMENCEMENT. 11. Date Signed : _ Signature of Owner's Agent: Johu Asa Wright I'ay or Morrison of'i7lorida Inc. r• Sworn to and subscribed before me this by John Asa Wright wh lis personally known to me Nolary Public DA Clark My commission expires: 6/27/19 Serial No. FF 209108 Nota y Signature: AND - Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the fibregoing and that the facts stated in it are true to the best of my knowledge and belief. Parcel II) Number: 27-19-30- STU -0000- 13OL 0 Prepared By Kim Carter and Taylor Morrison Flomes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, 11.32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. I i ili iii 1!11111111 INN iffli ILII Iffil I till\ *I,(', h dt. 1`1010;1- L FRI 1010;1_' LFRI 7I C7:1':C'Ul"f :'rjtfi l t. CLERK'S v 201608,2571, RECIA-ZI _I) 1 6 jli...i . i'ECt7Rl)(Hr) FhLi. ,10,t:0 R CI)RDL'.I? W( t,st,111A1 i.,; i i.wh-) k h.l.1.1 The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I. Description of property : LOT Legal Description : Thornbrooke Phase I I, according to the plat thereof, as recorded in Plat Book 79, Page 43-45, of the ublic records of Seminole County, Florida. p• Addresses : 6 -1 Sanford FL - 2. General description of improvements : Single Family I•Itlmc r;l 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fce Simple 'Title 1•11older : N.A. 5. Contractor name and address : Name "Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surely : N.A. L 7. Lender: N.A. r .o/ 1s' &o O 8. Persons within the State of Florida designated by the Owner upon whom notices or other documentsR y be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. n9. In addition to himself, Owner designates the following to receive a copy ofthe Lienor's Notice as pd IX in 713.13(I)(b), Florida Stalutes. N.A. 10. Gxpiralion date of notice of commencement: One year from the date of recording. us WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT 12 in ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN a RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE 1212 c RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSUL u YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTIC OF COMMENCEMENT. t LL t it W CreirlxI. Date Signed_Signature of Owner's Agent: j ii K Joh sa Wright x r Ta for Morrison of Florida Inc. F, °; i Sworn m and subscribed before me this by john Asa VVI;igl to'who is personally known to me. o Notary Public DA Clark ' .' pUbI/C harp 0 `„ My commission expires: 6127/19 _ Scrial No. FF 209108 Notary Signature: s . I: AND- it Vel•iIICaliOn pursuant to Section 92.525, Florida Statutes. IJnder penalties of perjury, I declare that I have read the I'oregoing and that the facts stated in it are (rue to the best of my knowledge and belief. Parcel ID Number: 27-19-30- 5"fU -0000-1Q.(—O0 Prepared By Kim Carter and Taylor Morrison I-lomes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE 01+ COMMENCEMENT. State of Florida. County of Seminole. lil111961SI VIIIhill VIIIMINI I!li1361 1IAR7.;iJi•IL 11I0I:SI7 . SENIH(311.. "I)IIIV i r'LFRIt OF CIRCUIT COMA i, i:r NIYi IM I ch r91 ry:] P• , 10-," OP.3s) CLERK'S 4 2016082571. RECIA,DED 03/05,,11016 i.i-41 : t.. (411 R.EC:ORU.11`16 FEES r.:r ohl rn 91 1 sm i th The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I. Description of property : LOT Legal Description : Thornbrooke Phase 11, according to the plat thereof, as recorded in Plat Book 79, Page 43-45, of the publi ' records of Seminole County, Florida. Addresses : / /e- anford FI. 2. General description of improvements : Single Family Home Owner information : 4. Fee Simple Title Holder: N.A. 5. Contractor name and address: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, 17I. 32751 6. Surely . N.A. r`S •.,';•, 7. Lcnder: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documentSJnjty , W; be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as proqJed- t in 713.13(1)(b), Florida Statutes. N.A. 10. I-xpiration date of notice of commencement: One year from the date of recording. O WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT W r Q ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN z ` RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE > $ g RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE • F COMMENCEMENT. g 0 OG o d I. pule Signed : Signature of Owner's Agent :Y Joh Asa Wright zz o W Taylor Morrison oNrlorida Inc. Sworn to and subscribed before me this by John Asa Wrighpenally known to me. 0•PF r So" e2) 209 Notary Public DA Clark .fir °UD:'O MrES'• No sHsu+ My commission expires: 6/27/19 * poeA Serial No. FI' 209108 No qignature: '4'Artot b Notary seal: AND - Verificalion pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. m. RE: Thornbrooke TH (Lots 139-146) 465, 461, 457, 453, 449, 445, 441 Merry Brook Circle Application #'s 16-2190 thru 16-2197 SEMINOLE COUNTY MULTI JURISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 10/13/15 I hereby name and appoint: Robert Shannon an agent of: Wayne Automatic Fire Sprinklers, Inc. Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. The specific permit and application for work located at: Street Address) Parcel Identification) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Dewar State License Number: FPC14-000057 Signature of License Holder: STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 13th day of October 20 15 by Robert Dewar who is U personally known to me or O who has produced and who did (did not) take an oath. C I Signature of Notary r,ji .:.... V Y M. y a, RUTH A.NCcul1ocFI 1Y i"J,Wl1iSS10N Y FF 06&550 EXPIRES: February 26, 2018 6-M&iThn;NovuyPublic Under,%HF1s ase. t;, ' y' .... as identification RIA -k A . )\C (L'\1 ()c 1 Print or type Notary name Notary Public - State of Florida Commission No. FF 066550 My Commission Expires: 02/26/2018 DESCRIPTION AS c CO D. 54.1 COVD. CO D. p 9 c COVD. CO D. o'z COVO. 20.0 LIVING LOT - 8090 SO.FT. CERMED TO: 0 0 10 CONK. U6 CONK. CONC. A 1Li CONC. CONC. ,o CONK. [16 FURNISHED: Lot 139, THORNBROOKE PHASE 2, os TRACT E OPEN SPACE) N 00008'28" W TRACT E OPEN SPACE) oQ° QQ PROPOSED = nNSHED SPOT GRADE ELEVATIONS recorded in Plot Book 79, SETT SET - - -, sET - SET - - -.- SET - SET - - -,- SET SEF PER DRAINAGE PLANS SET Poges 43 through 45 of I.R. V E W a 22.33' I.R. 22.00 I.R. 22.00 I.R. 22.00 I.R. 22.00 I.R. 22.00 I.R. 22.00 I.R. Compony; Toylor Morrison 1 CO ' 22.33 I.R. 144.10 145 the Public Records of } CONC. 5274 SQ.FT Home Funding 2• o SOD T 3 3 3 OFF Lo CAL Uulnolvs: NOTE: PAVER ITEMS ARE NOT Seminole County, Florida. rye. R/W = 176 SQ.FT. 10.10' HELOT146 10.00' LOT 145 AC LOT 144 10.00' 10.00' LOT 143 AC 10.00' AC LOT 142 10.00' LOT 141 AC 10.00LOT140 AC T 139 10.00' TOTAL XWZW. INCLUDED IN IMPERVIOUS AREA O AREA - 2.266 SO.FT. BASED ON SUPPLIED PLAN to y y DRIVEWAY - 255 SQ.FT. AND/OR INSTRUCTIONS PER * 00F.F.E =25.80 F.F.E=25.80 F.FE =25.80 F.F.E=25.80 F.F.E=25.80 F.F.E=25.80 F.F.E =25.80 F.F.E=25.80 e p j SIDEWALK - 158 SQ.FT. SOD SOFT. CLIENT NOT nELD VERIFIED O 3 3 p) 563 rT WILLOW -L ON ON LOT AREA CALCULATIONS. BOUNDARY FOR / 20.0 c CO D. 54.1 COVD. CO D. p 9 c COVD. CO D. o'z COVO. 20.0 LIVING LOT - 8090 SO.FT. CERMED TO: 0 0 10 CONK. U6 CONK. CONC. A 1Li CONC. CONC. ,o CONK. [16 GARAGE = 249 SOFT PAVERJerryL. and Ellyn J. CONI. ^ 16.8' 3'.j' .3' 16.8' CONC. 10236 : Willioms; Inspired Title W BREEZEWAY= N/A SOFT. Services, LLC; First UN NOT V E W a PAVER DRIVEWAY= 225 SO.FT. 7.2 Americon -Title Insuronce INCLUDED Q? PAVER WALXWAY = 48 SOFT. Compony; Toylor Morrison 1 CO ' w IMPERVIOUS- 60.0 z CONC. 5274 SQ.FT Home Funding 2• o SOD T 3 3 3 OFF Lo CAL Uulnolvs: 3 3 3 3 TWO STORY R/W = 176 SQ.FT. FUTURE DTRACEVLEOPM v NN THORNBROOKE " 2'0' ' V N N N N ' ATTACHED ~ RESIDENCE 2 APRON = 30 SOFT. SIDEWALK 110 SOFTp P.B. 79, PGS 3-7 N" 0 p c c p c c 0 0 0 0 - 0 0 vi ; P ;n SOD = 36 SOFT M O 01a O o Ni ao, 01rn 110, 010, 010, Ch a, 00 °p Lo o Lo co F.F 6.01' M O TOTAL XWZW. PROPOSED INFORMATION SHOWN O AREA - 2.266 SO.FT. BASED ON SUPPLIED PLAN to y y DRIVEWAY - 255 SQ.FT. AND/OR INSTRUCTIONS PER * 00F.F.E =25.80 F.F.E=25.80 F.FE =25.80 F.F.E=25.80 F.F.E=25.80 F.F.E=25.80 F.F.E =25.80 F.F.E=25.80 e p j SIDEWALK - 158 SQ.FT. SOD SOFT. CLIENT NOT nELD VERIFIED O 3 3 p) 563 rT WILLOW -L REDWOOD -L REDWOOD -L BIRCH -A -L BIRCH A -R REDWOOD -R REDWOOD- COWILLOW -R yLOT139OR146 LOT 142 OR 143 NOTE. PAVER ITEMS ARE NOT LD COVD. COVD. COVD. COVD. CONK. CONK. CONKN m NOTE: PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA 5.7' c 5.7' c 5.7 pc 15. INCLUDED IN IMPERVIOUS AREA ON LOT AREA CALCULATIONS: c 3.7 i o 3.7 •i COV'D. ri 2 7' "> CO D. "T3.7' "13.7' ON LOT AREA CALCULATIONS: LOT = 2.121 SO -FT. O 34.7' c CONC. 9' 9' CONC. o o r 12.7' v 12.7' .r 34.7' ON LOT - 2.090 SQ.FT. LANG = 770 SO.FT UNE 16.3' 9.2' 9.2' 9.5' 9.2' 16.8' NE LIVING = 824 SQ.Fr. GARAGE 458 SOFT. BRICK BRICKL GARAGE - 259 SQ.FT. PAVER ENTRY - 9 SO.FT. DR. OR. T PAVER ENTRY - 68 SOFT. LANAI = 93 SO.FT BRICK BRICK BRICKT BRICK BRICK BRICK LANK = 102 SQ.FT. BREEZEWAY= N/A SQ.FT: DR. DR. DR. DR. DR. C BRI RICWALBRICK DR. PAVER DRIVEWAY -261 SQ.FT. PAVER DRIVEWAY- 400 SOFT 1y K 1YRIC 29, 9,00' WALKVA25. DRIVEWAY = 261 SQ.FT. A/C PAD - 9 SOFT. DO' 00'ALK .00 25.0)' 25.0 A/C PAD = 9 SQ.FK PAVER WALKWAY - 6 SQ.FT _ _ - - PAVER WALKWAY - 25 SO.iT. IMPERVIOUS= 62.7 x IMPERVIOUS= 57.1 Z 1.330 SO.FT. 1.194 SOFT. S00 = 376 SOFT. . 0 10' ESMT. 6 j i 1 SOD - 542 SOFT L AREA U NS: p rya 1a' 1a a' 1a 0FF ' O O AREA R/W - 179 SOFT. R/W = 176 SQ.FT APRON - 51 SQ.FT. s 22.33 SET 22.00' SET 22.00' SET 22.00' SET 22.00' SET 22.00' SET 22 00' SEr 22 33' sEr APRON - 30 SQ.FT. SIDEWALK 112 SOFT LR. i.R. LR. I.R. I.R. I.R. I.R. I.R.I.R. SIDEWALK = 110 SQ.FT. SOD = 16 SOFT. SOD = 36 SOFT. S. AREA = DRIVEWAY = 451 SOFT. yp 4,q Y tE QY T320C>L BB)N 00008'28" W 6 B p -* '' AREA - 2.266 SO.FT. DRIVEWAY = 291 SOFT. SIDEWALK = 118 SQ.FT ZMERRYBROOKCIRCLE40RWTRACTC 190 SIDEWALK = 135 SQ.FT. SOD - 39 SOFT. SOD = 578 SO.FT GR US'NM.EYE1R, A SSO C. INC. LAND UR VEYORS DR.ORLANDO,( 47- SCOTT , - ,S 40,)27 OL 232 53286FAX PCL n Koff LN LM DRAK • IRAW" 0 • ALTALEGENDTm. . rant L ••. . XJL2M SMOAX LM E . CHM IO1ES Sr LC 6-- 1• . 20'- 0RA114H BY, ••• Pu • P=IT OC WA= OUIIVAnK 0-M • 04MM LM FOM CL . CTM gMDyP • MT P= . POR Cr MMM LTRYATM VOrc. . V® rn= UID.. . UTD-M 1. FIE LIN06R MM Docs wwr CERTIFY nor INS SLOVEr LiEETS INE NPRWY Trate. SMOMM SET FROM or FIE FLOMA MkO OF PROF SSUML LAND StOMWRS IN CNAPTER 56-17 OF 1NF iLMM ADWASM7W CODE 017E OROD? No. 2147-16umP RM RAMA MR• • NDNfANAL N • P== WW KM 3AI . 3A SEAR G 2 UA.LSS fYH055m MON SLItVEf17R^S SEAL nb AHR EY 4 NOT VAIA AND b PRESOHim FOR Mf01P1WpNAl Pt6iP06F5 014Y. PLOT PLAN 06-22-16 PCl . POR ar tGDOM P.T. PDDff Cr TAIGCYNLD . HALL A mgtPO&MMUNCROE 1 nos SLWVEY WAS PADMRtD FMM 7t1LE WORU41XW FLOWShW TO FIE StOftVM 7HIOHE LAY BE 07)Vt REOWTIONS REISSED PLOT PLAN (ADDED SO. FT. CALCS) 08-09-16 AM TR. LL! x316 i t . 1rwa orM L ' ARC LOOM wv . worts-vAY EMT. • EA3D01T OR EISELErnS ntAr AfrtLT THIS PROPERII K NO WIDSMOLNID &FROM OIR HAVE BLD/ L001TED IAA.LSS OTMWISE SHOW REVISED PLOT PUN (DRIVES) 08-10-16 REVISED PLOT RM (PAVERS) 08-15-16 CALL . DAuuATED rr. • F009O nA3R LICVATIDI q . CCMTE LD6 W.P. - vmEs3 PDDR NORTH 51195 STRHVET AS PaEKMaED FOR 1HE SAF BD67T OF iM76E CDl1V1ED N AND SHIOLAp HHOT BE FORMBQARD FOL ATION/ELEVS. 09-12-16 3113-16 CERTIFIED BY- IRIS &MLOMIPROPER Y DOES NOT u£ WDWN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER nmw- RO.RD UPON of ANY OO'R OJ111Y. a VACC 0N5 SHOMN FOR THE LOCAMN OF AOWOVDLOOs HEREON SNOLU HOT BE USED TO RECONSTRUCT BOMP" 7. 9EAMMM ARE BASED AWLSAM OAnm AAD ON of UhT SHOWN AS BASE MOW (aa) a ELEVAMIS, 1 11 11 ARE MUD Dw Nuw AL rCmw vmr wn, of IM. IR M OPOMSE IVM. LPIES. FlN'u/•• - 14-17 REVISED DRIVES ONLY 03-28-17 1080-t7 TOM x GRUSENM R. / 4714 .lAA/f5 W. SCOTT, R.LS /4801 ZONE X MAP / 12117C OLt55 F 9. CERWArAIr OF AUJHOArPATIDW Na x596. DESCRIPTION AS FURNISHED: Lot 140, THORNBROOKE PHASE 2, as recorded in Plot Book 79, Pages 43 through 45 of the Public Records of Seminole County, Florida. BOUNDARY FOR / SO.r I. CERTIFIED TO: Reza B. and Mohodiso R. Peero; Inspired Title Services, LLC;or First American Title uH Insurance Company SOFT. TRACT L SOFT. FUTURE DEVELOPIWOM A/C PAD - 9 THORNBROOKE S SOFT. B79, PGS. 3-7 PkROEPD x 1.330 SQ.FT. n2^ SO.FT. 22.00 M 22.33 I.R. INFORMATION SHOWN O I.R. N SUPPLIED PLAN to I.R. INSTRUCTIONS PER o 0) OT HELD VERIFIED MTOAVER139OR146 IFNs ARE NO7 10.00AC LOT 145 AC LOT 144 10.00' IN IMPERVIOUS AREA 10.00' AC LOT 142 10.00' LOT 141 AC LOT - 2,121 SO.r I. LIVING - 770 SO.FT. GARAGE - 458 SOFT. PAVER ENTRY = 9 SQ.FT. LANAI = 93 SOFT. BREEZEWAY= N/A SOFT. PAVER DRIVEWAY= 400 SOFT. A/C PAD - 9 SOFT. PAVER WALKWAY =6 SOFT. IMPERVIOUS- 62.7 x 1.330 SQ.FT. SOD = 376 SO.FT. R/W = 179 SO.Ff TRACT E Urr I r "` - - R/W - 176 SQ.FT. APRON TRACT E t O le PROPOSED nNSHED SPOT GRADE ELEVATIONS r - - -- OPEN SPACE) oN00 08 28 W OPEN SET SPACE) SET PER SET DRAINAGE PLANS SET SET 22.00 SEF 22.00 SET 22.00 SET 22.00 22.00 22.00 22.33 I.R. LOT 140, 141. 22.33 I.R. I.R. I.R. I.R. I.R. I.R. I.R. 144, OR 145 NOTE•PAVER ITEMS ARE NOT 10.00' LOT 146 AC 10.00AC LOT 145 AC LOT 144 10.00' 10.00' LOT 143 AC 10.00' AC LOT 142 10.00' LOT 141 AC 10.00 LOT 140 AC 10.00' A T 139 INCLUDED IN IMPERVIOUS AREA ON ON LOT AREA CALCULATIONS: LOT - 2,090 SOFT. LIVING - 894 SOFT20.0 o COVD. 5.' COVD. CO D. 0 9 o COVD. COV -D. o'z CO 0. 0 20.0 D. Ao CONK. CONK. CONK. to Io CONK. CONK. co CONC. co o CO D. GARAGE = 249 SOFT. COV o CONK. Mi 16.8' 3 3' 3 3' 16.8' CONC. PAVER ENTRY - 36 SOFT. 102 SO.Fr. W BREEZEWAYLAM - N/A SOFT. ADDR 9Y= 225 SO. UNE La7.2' NOT NOT 7.2 d A/C = ti V) *PAVER WALKWAY = 48 SOFT. IMPERVIOUS- 60.0 xINCLUDEDINCLUDED COVO. CONK. CO D. a = 1,254 SOFT. e' 2 CONK. 0 SOD = 527 SOFT. 1 OFF O AREA176CALC n 3 3 3 3 3 3 TWO STORY 3 R/W SO.FT.. 2.0' n o n o n o n o -"NT o n ATTACHED ' o RESIDENCE ."Nip 2• APRON = 30 SOFT. SIDEWALK = 110 SQ.FT. bairn 0 2 0 am 0 0) 0 qa 0 0 146,5 F.F.=26.01' 0)a 0^ SOD = 36 SO.FT. MOTOTAL ao Go ro o m m O AREA - 2,266 SOFT. y v1 y V1 V) V1 v1 DRIVEWAY 255 SO.FT. ko FWILLOW- LO FWILLOW- RO O SIDEWALK = 158 SOFT. S00 0h v1 REDNbOD REDWOOD -L 81RCN?A BIRCH -2A -R REDWOOD -R REDWOODR Nt CO LOT 142 OR 143 COVD. CONC. CO D. CONC. 15. CO D. CONCH CO D. GONG. 5.7 Nt C11m NOTE. PAVER RENS ARE NOT N IMPERVIOUS AREA05.7' 3.7 i 0 o 3.7 Pi 5.7' o COV'D. ! 2 0 7' OS COV'D. 0 13.7' o o X13.7' INCLUDED ON LOT AREA CALCULATIONS: 34.7' o 9.2' o 127 v 9.2' CONC. 9' 9' CONC. o • K f 12.7 9.5 o 9.2' 34.7' LOT - 2,090 SO.FT. ON NE LIVING = 824 SOFT GARAGE 259 SOFT16.3' 16.8' BRiCK OR BRICK DR.T PAVER ENTRY - 68 SOFT. OIC BRICK RICBRICK DR.BRiCK BRICK OR. BRICK DR. BRICK DR. BRICK DR. LANK = 102 SO.FT. PAVER DRIVEWAY- 261 SOFT. BRICK BRICK 29. BRICK 00' BRICK WALK BRICK WALK 261 SQ.FT. WALK WALK 00 WALK WALK 25. 25. 25.0 A/C PAY A/c PAD = 9 SOFT. 00' 00' PAVER WALKWAY = 25 SOFT. f0' ESNT t.6 I k, IMPERVIOUS= 57.1 x ti3/ SOD =542 4...- R/W = 179 SO.Ff Urr I r "` - - R/W - 176 SQ.FT. APRON 51 SQ.FT 22.33' sET 0D' sET 22.00' sir 22.00' SET 22.00' -4-7 22.00' sET 22.00' SET 22.33' SET APRON - 30 Solt SIDEWALK 112 SOFT. R. 2,2, . I.R. I.R. I.R. I.R. I.R. I.R. I.R. I.R. SIDEWALK = 110 SO.FT. SOD 16 SOFT. SOD = 36 SOYT. TOTAL W09 --- G 1 6 AREA - 2,266 SOFT. AREA - 451 SOFT. Op , » ` h DRIVEWAY = 291 SOFT. SIDEWALK = its O.FT. , XT.. (8.B.) N 00 08 28 OF $ # l ( - 2 9 , A SIDEWALK = s5 SSOOXTi. SOD SOFT. MERRY BROOK CIRCLE 40 R W TRACT C39 GRUSFN_,VEYL'R-SCOTT c ASSOC., INC. - LAND SURVL'YORS , 277°`232` °R ORLANDO, - 5328436 MTMr-. WADdMXPGL9®T O, LDC e 1GTA NOS SrALC "20'- DWN BNLEGENDm. MMAL • e, IUd®SETMOC LDE aam PRt • FO:MT 6 FLVUSE CMV,%nK CLM • Cv" L" room CA CIM WARD, /. 711E IDILIERS GOES HERF81' CERBFY IMT illi AANiY AEi75 111E 191JaMl 7EL9a1L ST4I®1RD5 SET fORIH fN MSE ORDER No. P • FLAT P= • PMW or C800M CLWATM WWW- • V® rD= VM • IRLM ME FLOUM BOARD Or PROFS SO" LAND SURVEYORS DI CNAPIER 6J -f7 OF 7W FLOMA ADA®16MMC COOS V. FMb D[ RAY &%M& CAC . MMOR Km TLOW 2 MM EIB05 WM 51wWAWS SML DO AMEY 6 NOT v%W AND 6 PRES MD MR oQ1DRLLAMML PIDJPOM par. PLOT PLAN 06-22-16 2147-16 RMiii . MM4-PMM or nmMmc U. - POW a iNQ7t* MD .MARL mac 17165 SLWV2Y WAS PREPMRID FROM TITLE DiFORWI M FtOMP9D ro TIE SMRVElm imm LLAY OE oimx ficowna6 REVISED PLOT PLAN (ADDED 50. FT TALCS) 08-09-16 CA LR . i PO.0 • PmM OF CMEICE1p. pESt. • tt rm+ OR EAM MS MAT AFFECY iN6 PROPFRtr. REVISED PLOT, PLAN (DRAKES) 08-10-16 PRA' + 7aftmeR tome= MXKM R • PAM= R/V MOM VAT FF. • MOUn FLOM ELCVATM L • ARC LIMM = Slli. . MTERlT 4.& NO U®ERCROII.FA P RED FOR NAVE BEEN LOCA OF IDIIL55 ODiERN15F SIIOIML REVISED PLOT PLAN (PAVERS) 08-15-16 t SMS SIXNEY 6 PRFPMED iLR 71ff SOLE BEN67J OF 7}A96'E COMM ro AND SHOlaO Nor BE F0RM8A4R0 FOUNDATION/ELEM 09-12-16 3113-16 WP. - Vrn= FUM NORTH RELIED VPOM BY AM ODOR Dann. THIS MLDMIPROMMY DOES NOT LIE WiIHW a DUAD404 9MM FOR INE LOCA7IM OF WPROVM4M NE1 M SNOIR.O NOT BE 16ED ro RECOWRLCT BOIDIL"LWM REVG E1EVS. 03-14- 0 1080-E7 CERTIFIED BY: _ THE ESTABLISHED 100 YEAR FL000 PLANE AS PLR "FIRM" 7. BEA MM ARE 84M ASSIWED M11W AND ON THE LANE 9MW AS BASE MAR»M (BB) REVISED DRIVES ONLY 0.T-2B-17 Y J B a. VAT10HS F SMM. ME a,5M ON MMIA CEOOETIC MMCAL OA W OF 1929. tacm 07 W% MOTO. TDM X. GRLSEN R.L.S. / A714 JAMES W. SCOTT, R.LS / 4801 ZONE X AMP 1 12117C OD55 F 9. CTRnMATE OF AVMOMAMM No. 4396. WP. - Vrn= FUM NORTH RELIED VPOM BY AM ODOR Dann. THIS MLDMIPROMMY DOES NOT LIE WiIHW a DUAD404 9MM FOR INE LOCA7IM OF WPROVM4M NE1 M SNOIR.O NOT BE 16ED ro RECOWRLCT BOIDIL"LWM REVG E1EVS. 03-14- 0 1080-E7 CERTIFIED BY: _ THE ESTABLISHED 100 YEAR FL000 PLANE AS PLR "FIRM" 7. BEA MM ARE 84M ASSIWED M11W AND ON THE LANE 9MW AS BASE MAR»M (BB) REVISED DRIVES ONLY 0.T-2B-17 Y J B a. VAT10HS F SMM. ME a,5M ON MMIA CEOOETIC MMCAL OA W OF 1929. tacm 07 W% MOTO. TDM X. GRLSEN R.L.S. / A714 JAMES W. SCOTT, R.LS / 4801 ZONE X AMP 1 12117C OD55 F 9. CTRnMATE OF AVMOMAMM No. 4396. DESCRIPTION ASV FURNISHED: Lot 141, TRACT E TRACT E /% 41;?( OPEN SPACE) >»(OPEN SPACE) OPOSED = nNSHED SPOT GRADE ELEVATIONS THORNBROOKE PHASE 2, as _ _ _ _ _ _ _ _ _ _ _ _ _N _0 - 2_8 _ W_ _ _ _ _ _ _ _ _ _ _ PER DRAINAGE PLANS recorded in Plot Book 79, SETT SET , SET SET SET sET sET i sET SET I.R. 22.33' I.R. 22.00 I.R. 22.00 I.R. 22.00 I.R. 22.00 I.R. 22.00 I.R. 22.00 I.R. 22.33 I.R. LOT 140, 45 41, Pages 43 through 45 of 14a, OR 1a5 the Public Records of ?_ •NOTE: PAVER ITEMS ARE NOT 1 10.00' 10.00' 0.00' 10.00 10.00' 10.00' 10.00 10.00' ' INCLUDED IN IMPERVIOUS AREA Seminole County, Florida. LOT 146 AC LOT 145 AC LOT 1441 I LOT 143 I AC AC LOT 142 LOT 141 ! AC LOT 140 I AC A T 139 ONIi1 ON r AREA cuUlnoNS BOUNDARY FOR / CERTIFIED TO: Mohamed G. Konji; Inspired Title Services, LLC; First American Title Insurance u Company; Taylor Morrison Home Funding TRACT L FUTURE DEVELOPMENT) SO.FT. THORNBROOKE SOFT. P.B. 79, PGS. 3-7 M O ZOPOSED INFORMATK)N SHOWN SOFT. BASED ON SUPPLIED PLAN LK) AND/OR INSTRUCTIONS PER o p CLIENT NOT nELD VERinED O SOFT. CO LOT 139 OR 146 1,330 NOTE PAVER ITEMS ARE NOT I EQ ICLUDED IN IMPERVIOUS AREA 00 LVl = Z,TZT W.I I. LIVING = 770 SO.FT. GARAGE 458 SOFT. PAVER ENTRY - 9 SOFT. LANAI = 93 SOFT. BREEZEWAY= N/A SOFT. PAVER DRIVEWAY= 400 SO.FT. A/C PAD = 9 SOFT. PAVER WALKWAY - 6 SOFT. IMPERVIOUS= 62.7 x 1,330 SO.Fr. ton = 17A en FT CONC. COV ID. CONC. I coNc. I CONC. CONC. I CONC. 4 ; 7 CONC. NOT INCLUDED NOT INCLUDED 3 3 3 3 3 TWO STORY 3 3 n o h o n p h o n ATTACHED p RESIDENCE n p M 0 P Ota 0 In 0 - o 0 461 F.F=26.01' soma, 0 aiobimao0oa)a,a w obirnro w 00 UT H H to y to UT M F.F.E:=25.80 F.F.E=25.80 F.F.E =25.80 REDWOOD -L BIRCH -A -L BIRCH -A -R CO D. ' coNC. 5.7' 15. b o 0 3.7' COV'D. h 2 7' " COV'D. F 127 a CONC. 9' 9 CONC. BRICK BRICK OR. DR. BRICK OR. BRICK IBRICK ED)WALK WALK 29. 10' LOT - 2,090 SO.FT. LIVING - 894 SOFT. GARAGE = 249 SOFT. COV . ' PAVER ENTRY - 36 SOFT. LANAI = 102 SOFT. COV'D. F.F.E=25.80 F.F.E=25.80 F.F.E=25.80 REDWOOD -R REDWOOD- NILLOW-R ICA3.' 5.7ADNC. p 3.7' 12.7' v 34.7' r BRICK BRICK BRICK BRICK BRICK DR. BRId( DR. DR. WALK WALK 25. WALK 25.0)' h W N v BREEZEWAY= N/A SOFT. PAVER DRIVEWAY= 225 SO. FT. A/C PAD = 9 SO-Fr. v PAVER WALKWAY = 48 SO.FT. IMPERVIOUS- 60.0 X a 1,254 SOD= 5 7 3 O AREA ULA ONS: OFFLor PAVER ENTRY - 68 R/W = 176 SO.FT. SOFT. YT WILLOW -L REDWOOD -L Ycl SIDEWALK - 110 SOFT. COV'D. m SOFT. M O CONC. 5.7' SAD = $!9 A O 0 e O3 cYi O AREA = Z266 SOFT DRIVEWAY - 255 SO.FT. SIDEWALK 158 SOFT SOD = 563 SOFT. 0 6 I.R. m C/3 34.7' 03. 7 V 9.2 SOD - 16 16.3' SOD 36 BRICK BRICK B.B.)N t 22Y BOK 00'08'28" W Q pf-* DR. DR. BRICK DO' AREA = 2.300 So.Fr DRIVEWAY = 451 SO.FT. 2 5.00' WALK M F.F.E:=25.80 F.F.E=25.80 F.F.E =25.80 REDWOOD -L BIRCH -A -L BIRCH -A -R CO D. ' coNC. 5.7' 15. b o 0 3.7' COV'D. h 2 7' " COV'D. F 127 a CONC. 9' 9 CONC. BRICK BRICK OR. DR. BRICK OR. BRICK IBRICK ED)WALK WALK 29. 10' LOT - 2,090 SO.FT. LIVING - 894 SOFT. GARAGE = 249 SOFT. COV . ' PAVER ENTRY - 36 SOFT. LANAI = 102 SOFT. COV'D. F.F.E=25.80 F.F.E=25.80 F.F.E=25.80 REDWOOD -R REDWOOD- NILLOW-R ICA3.' 5.7ADNC. p 3.7' 12.7' v 34.7' r BRICK BRICK BRICK BRICK BRICK DR. BRId( DR. DR. WALK WALK 25. WALK 25.0)' h W N v BREEZEWAY= N/A SOFT. PAVER DRIVEWAY= 225 SO. FT. A/C PAD = 9 SO-Fr. v PAVER WALKWAY = 48 SO.FT. IMPERVIOUS- 60.0 X a 1,254 SOD= 5 7 SO.Fi. SOFT O AREA ULA ONS: OFFLor PAVER ENTRY - 68 R/W = 176 SO.FT. SOFT. APRON = 30 SOFT. SO.FT. SIDEWALK - 110 SOFT. n2. SOD = 36 SOFT. M O TOTAL MEW— SAD = $!9 A O 0 e O3 cYi O AREA = Z266 SOFT DRIVEWAY - 255 SO.FT. SIDEWALK 158 SOFT SOD = 563 SOFT. LOT 142 OR 143 I.R. m C/3 NOTE PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA LLFI = Z.wu W.F1. LIVING = 824 SOFT. GARAGE = 259 SOFT. PAVER ENTRY - 68 SOFT. IA" = 102 SOFT. PAVER DRIVEWAY -261 SOFT. DRIVEWAY = 261 SO.FT. A/C PAD - 9 SOFT. PAVER WALKWAY = 25 SOFT. IMPERVIOUS= 57.1 X 1,194 SOFT. SAD = $!9 4n -FT R/W = 179 SOFT w" VFAI 1 1 J61 11 Y Y R/W 176 SOFT. APRON - 51 So.FT. APRON 30 SO.FT. SIT22.33' sEr 22.00' SET 22.00' SET 22.00' SET 22.00' sEr 22.00' sET 22.00' sET 22.33' SET SIDEWALK - 112 SOFT. 1.(2. I.R. I.R. I.R. I.R. I.R. I.R. I.R. I.R. SIDEWALK 110 SOFT. SOD - 16 SO.FT. SOD 36 SOFT. B.B.)N t 22Y BOK 00'08'28" W Q pf-* 6 TOTAL AREAS: AREA = 2.300 So.Fr DRIVEWAY = 451 SO.FT. AREA 2.266 SOFT. SIDEWALK = 118 SO.FT. h01 F6 I C. 2 k g zMERRYBROOKCIRCLE40RWTRACTC ti SDRIVEWAY IDEWALK 1351 SO.FT. SOD = 392 So.FT SOD 578 SOFT. GRUSElyAfr'YER-SCOTT ASSOC., INC. SURV'YORS 5,0 DR. LAND 27O3232L A)4d7) 658321436 GENI% LEGEND V. - TMITwr W tDE 9°AD1SL. : W S1MAX LDC D XLTA 11011M SG1LE I- - 20' -ti DRAWN Or FLAT PIAL : MIT Oi PKVCMC QIWAnK "L . WAM LM IDIM Pu . 1+®II S wfalm WwATWE vOSL • v® ID= u UID,. W SDG UfR1TY 1. THE I.NDE.RSICAM D= MEW CENFIFY DNT TNS SUhTY YEM THE IOMYIAI IMINE tL S14NOM QS SEI FORTH 9Y THE nORGA BMW OF PRDFESSIOW LAND URVETURS X OWnER SJ -17 OF THE FLOWA AD60AW W ODDS lITAIE ORDER Na 2147-16 a"RID tO M- AL N , P r ATUIE Ix TALE 2 Ud.E55 Elf W/M SUITVEILRY SEAL 7105 SURVEt' b hof VAfm AND b f'NiS'F?l1ED FDR IFDION7IQINL• PtlIE06E5 qdY. PLOT PIAN 06-22-16 IIA.. . CA CENCRIM off PIIL . PM"T Q 3CMN M P.T. • P®fI cr TANaC'I p IIAIL L DSK T. THIS SURREY WAS PREPARED FROM TME WOti1/MN nJRA167ED TO IEE St*W# L THERE NAY 9E ODER 18S7RICIIDFIS REVISED PLOT PLAN (ADDED SO. FT. CALCS) 08-09-16 Lt .. Pow Q TJHCtDoR DESD. • c[xRaTID+ SET UL . 1/C LIL .PILI 45% Pelt • PObM1EM RCiTJEi]tE tOAlIEEIIT R • RA1DISt RCCUVERD L - Am LObTHT. fvwNO RIOIt4-VAT OR EASENEM IMT AFFECT TMS PROPOPFY. t. NO uNDEACROIM nPROSO/DI1S HAVE ITfD I lLG7m ls4.E55 OTIERfnSE SlgwTt REVISED PLOT PLAN (DRIVES) 08-10-16 REVISED PLOT PILIN (PAVERS) 08-15-16 GRiIL Pr. - Fvas[p fimt nivATTw yr vTT1CSS P®R NORTH 7166 SWMY B PREPUtED F17YT THE 501F eEI+aTT OF 7!106£ COMM m AND SHOIAO A70f BE FOM AIRD FOWDATION/ELEVS. 09-12-16 3113-16 CERTIFIED liY: THIS BUp.DUJG/PROPERTY !)DES NOT UE WIMIN RELIEDUADO INSoN 0'M RTHE DOM. 4 DUd7b701b 900N EIYt THE LOGTIQN OF OIPROYOIDITS HEREON SHOUtD NOT BE IAED TO R[CLWSTRUCT BOLMMRY LDIES 7. BEAR YM ARE BISED ASSwHD 017LOI AHD ON THE WE SHOWN AS &Z MAW (&&) REVISEDnNMJELEVS. 03-14-17 REVISED DRIVES ONLY 03-28-f 7 1080-17 gor iH£ ESTAli1ISNED t00 YEAR FLOOD PIANS AS PER 'nRM' A ELEYAM11, F SHOWN, ARE IMSED ON 111D1II 6EX01 VIII M VA WF OF 1929. WIM MOMIX NOIER TOM X. ORUSENMEYER 5. 4711 EWES W. SCOTT R.LS 1 4801 ZONE X ANP 1 12117C 0055 F 9. COUFTGATE OF AUT400137AWN Na 459& DESCRIPTION AS `' FURNISHED: Lot 142, ^cT E » TRAcr E o THORNBRDOKE PHASE 2, aS ( OPEN SPACE) (OPEN SPACE) Q PROPOSED = FINSHED SPOT GRADE ELEVATIONS N_00°0---- __________PERDRAINAGE PLANS recorded in Plot Book 79, SET , SET . SET SET , SET SET , SET SET , SET LOT 140, 141, Pages 43 through 45 of I R 22.33 I.R. 22.00 I.R. 22.00 I.R. 22.00 I.R. 22.00 I.R. 22.00 I.R. 22.00' I.R. 22.33 I.R. 144, OR 145 the Public Records of ? ?„ * NOTE : PAVER ITEMS ARE NOT 1 10.00' 10.00' 10.00' 10.00' 10.00' 10.00' 10.00' 10.00' ' INCLUDED IN IMPERVIOUS AREA Seminole County, Florida. LOT 146 AC AC LOT 145 AC LOT 144 LOT 143 ACD LOT 142 LOT 141 AC LOT 140 AC DT 139 ON ON LOT AREA CALCU TIONS: LOT 2.090 SOFT. BOUNDARY FOR 20.0 c cowD. 5. a COVD. COVD. c s ' c COVD. COVD. o'z COVO. 0 20.0'LIVING = 894 So.Ff CERTIFIED T0: Gayle M. COV -D. o CONC. CONC. CONC. Ld u5 CONC. CONC. CONC. LLi GARAGE = 249 SOFT. n 16.8' 3' 3 .3' 16.8' C' * PAVER ENTRY = 36 SOFT Diggs; Inspired Title CONC. - LAW - 102 SOFT. Services, LLC; First ON W BREEZEWAY= N/A so.. F NOT NOT ON c>' *PAVER DRIVEWAY= 225 SOFT American Title Insurance LINE -7.2' 7.2 -UNE W a * PA PAD = 9 SO.FT. Compony; Toylor Morrison c,0 * PAVER WALKWAY = 48 SOFT INCLUDED INCLUDED COV -D. W IMPERVIOUS= 60.0 x Home Funding CONC. CONC. o` SOD = 5277 SOFT SO.FT. 2• • 0 OFF LOT AREA CALCULATIONS: TRACT L " 1 3 3 3 3 TWO STORY 3 3 3 R/W = 176 SO.FT. v . APRON = 30 SO.FT. FUTURE DEVELOPMENT) a H Lv _ Lv ATTACHED H Lv Lv 2. 7HORNBROOKE ^ 2.0' . c o n o o RESIDENCE :'> o :1 a :'n o SIDEWALK = 6 So.FT. 0 0 0 0 /457 0 0 o nt • SOD = 36 SOFT P.B. 79, PGS 3-7 Co a 1P usF.F.=26.01' b, LO M M ' S M O PROPOSED INFORMAflON SHOWN ^ O Lo w to Lo °° 00 °° N- O AREA = 2.266 SOFT A 0 a Ln W y y u1 DRNEWAY - 255 SOFT. BASED ON SUPPLIED PIAN b h SIDEWALK = 158 SQ.FT. AND/OR INSTRUCTIONS PER ; 0 F.F.E.=25.80 F.E.=25.80 F.F:E =25.80 F.F.E=25.80 F.F.E.=25 80 F.F.E =25.80 F F.E=25.80 F.F.E =25.80 1 0 O SOD = 563 SOFT. CUENT NOT FIELD VERInED O Q 3 47 Y n WILLOW -L REDWOOD -L REDWOOD -L BIRCH -A -L BIRCH -A -R REDWOOD -R REDWOOD- WILLOW -R O LOT 142 OR 143 LOT 139 OR 146 cl COVD. COVD. COVD• D• •NOTE. PAVER ITEMS ARE NOT NOTE. PAVER ITEMS ARE NOT m CONC. CONC. CONC. CpNC. °D INCLUDED IN IMPERVIOUS AREA c 5.7' c 5.7' e c 15. p 5.7 o INCLUDED IN IMPERVIOUS AREA ON LOT AREA CALCULATIONS: o' 7 o 0 7 COV'D. " 9' T 7' 9 n COVD. 3.70 p M3.7' ON LOT AREA CALCULATIONS: LOT 2,121 SOFT O 34.7' + 127' v " C'C' .' 12.7' a 34.7' ONLIVINLOT = 2,090 SOFT LIVING =770 SOFT9.5 9.2' 16.8' CARR - 824 SOFT. GARAGE = 458 SOFT UNE 16.3' 9.2'-[9.2' BRICK BRICKL NE GARAGE 259 SOFT PAVER ENTRY - 9 SOXT. DR DR. PAVER ENTRY = 68 SO.Fr. LANAI = 93 SOFT. BRICK BRICX BRICK BRICK BRICK BRICK LANAI = 102 SQ.FT BREEZEWAY= N/A SOXF. DR. DR. BRICK DR. BRICK BRICK BRICK BRICK DR. BRICK OR. DR. DRIVEWAY 61261 OFT. PAVER DRIVEWAY= 400 SOFT. WALK JVALK WALK 29. 9.00' yyNJ( WALK WALK A/C PAD = 9 SO.FT. DO' .00' 00 25. 25 25.0 A/C PAD = 9 SO.FT. PAVER WALKWAY = 6 SO.FT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PAVER WALKWAY - 25 SO.F - IMPERVIOUS= 62.7 x IMPERVIOUS= 57.1 x XT 1,330 SOXT. ?p = 42 SOXT. SOD = 376 SOFT ' [ 44F t 10'ESM1 kb, ykS • V.1 LSOFF OD LOT AREA 542 LAIONSOFFLOti - R/W 179 SOFT. O - R/W - 176 SOFT. APRON = 51 SO.FT ' SET ' SET ' SET ' SET ' SET ' SET ' SET ' SET APRON = 11 SO.FT. SIDEWALK - 112 SO.rT. 22.33 I.R. 22.00 I.R. 22.00 I.R. 22.00 I.R. 22.00 I.R. 22.00 I.R. 22.00 I.R. 22.33 I.R. SIDEWALK = 6 SOFT. SOD = 36 SOFT. SOD - 16 SOFT. ,/ : AREA 2,300 SOFT I p 4S-7 V Cz9,Y 6 F C0 K f6 AREA - 2.266 SOFT. DRIVEWAY = 451 SO.FT. yh (8.8.)N 00008'28" W DRIVEWAY = 291 SOFT. SIDEWALX = 11E SOXT. IMERRY BROOK CIRCLE 40' R W TRACT C to # Ido -vC( SOD SIDEWauc = 578 SOXTr. SOD - 392 SOFT 807 GR USL'N2 I ' YER - SCOTT & ASSOC, INC. - LAND SUR VL'YORS + 277400 E. 03232E DR. FAX (407)- 65ORLANDO, FL 8-1436 GRAM • =Mwjz D . mTA NMES SCALE L---- 1' - 20 ------ 41 DRANK BY: LEGEND PLATF • rM.D PAL • P®R DI Lv c •e, PmAL : PMMAL IRVERQ IaRtVATULE P.CC. • PLDNi fi COPOIm nnvAT1RE ti G IW.m11G SE7/.0t LDC OMDL LDK TDtE y : W f[ARDc T KM WL . fEMCw Jw t. THE LRAE7PMGIED DOES MREHY C OMY THAT TIES SURVEY MEETS THE NUMB/ tDG9aGH STNItIWDS SET FCRm Br TIE FLORAA BDLRD OF PROFESWD#ML LAIR SLONEYOAS X QWRR 5./-17 OF TIE FLORmL ADIOTQS7RL71VE LXAL>F 2 INLESS DMSA WIN SLAWV DR'S SEAL INS SURY£Y 6 NOT VIVA) AND IS PRESEPM FOR DOM"100L PufD'OSES CVaY. DATE PLOT PLAN 06-22-16 ORDER Nw 2147-t6 v. - RM PIPE RA0. . NLIDAL rA wT F= s CURVATM IU •MSC aARac P®1T a lVaD v 3. TNS SIANEY WAS PRU%M FROM TRI£ 96DRUATIDN rLOWdS/® TO THE SLMVDM 71LEAE MLY BE OTHER RESTRICTIONS REVISED PLOT PLAN (ADDED SO. FT. GILCS) 08-09-16 IA. • RMEMLT PN. P' or .l1RmLO P.T. rEsc DEttavttnN I" • NAa a MSK OR EASEWOM ftNT AFFECT TNS PROPEW. REVISED PLOT PEAN (DRIVES) 08-10-16 SET tA. . !A ./•U 47% Tac - rImL1 s mRorcoort PAM • PGVAMUN7 WUDCE MMIME I R M%= R/Y • WlilT-MATPLAmEENT. • 1 UAERGA BEN EDITED I04.ES5 SNDRM REVISED PLOT 08-15-16- 12- F,. • fDGSH11 11mt EUVAT101 L ARC LE"M EPITULt • UVIEN75E THE SSTMSSUAVEY6PEPAFEDFORnESOLEBOJOT OF 7HD6E CERRfED 70 AND SNDLR.D NOf BEIM6P7FOR UND 1PAVERS) FORAIBMRD Fbl1NMT10N/ELEYS 09 -1? -16 3113 16 CALL CALOAATEDW vm1[st v®Lr NORTH RELED L9'ON BY ANY OTMR Drmr. 1080-t7 11{15 BULLDWD/PROPEA7Y DDES NOT LME 1YIi11W a 01MID6 ONS SOMM FOR IW LOCAMs OF OMPROVFA4TO5 NOM'ON SHOLRD NOT BE USED 70 RECp4TR CT BOWm1RY LINES. 7. BC4ft4= ARE BASED ASSLUM MTiw AND ON THE LRE 900 AS BASE BEARING (BEL) REVISED DRIVES ONLY 03-28-17REVI^M DR S ONLY 0 CERIIno BY: Vir THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER '11RM' a ELEVATIONS. F SNOWN. ARE BASED ON NATIONAL GEODETIC VOIROLL DATUM OF 1929. LACESS OPORWU'E MATED: IOM X. GRUSEN R.L 471M1 . JAMES W. SCOTT RLS 4801 ZONE X YAP / 12117C 0055 F 9. C£R1GiGL1E of AIlnlORTZAnaw NLa 4596. DESCRIPTION AS 20.o c CO". s. c COVD. CO D. c s IFURNISHED: ld. 110R'PROPOSEDLot143, THORNBROOKE PHASE 2, os oEcSPCE) N SET 20.0' LOT 00°08'28" W o ESN SPACE) "nPs SPOT GRADE ELEVATIONS IER DR recorded in Plot Book 79, SET I.R. 22.33 I.R. 22.00 SET I.R. sEr 22.00' I.R. SET 22.00 I.R. 22.00 SET SET SET SET I.R. 22.OD I.R. 22.00 i.R. 22.33 1. LOT 140, Pages 43 through 45 of CONC. r6 c COVD SOFT. GARAGE = 249 SO.FT. and Aameno ShiVfi; Inspired CONC. ^ 16.8' 3 3' 3 3' 16.8' 1aa, oa T4s45 the Public Records Of 3 PAVER ENTRY - 36 SO.FT. EWA102 SQ.Fr. Title Services, LLC; First SOFT. I o e` 'Q° AREA- AREAS:TOTAL W Y= N/A SO.FT. ON Americon Title Insurance LIN NOTE. PAVER ITEMS ARE NOT Seminole County, Florida. ry, NOT 10.00 146 Q 10.00, AC 10'00' LOT 145 AC LOT 144 t 0.00' 7.2 LOT 143 10.00' AC 10'OO LOT 142 Compony; Taylor Morrison LOT 141 10.00 AC LOT t40 10'00 AC RT 139 10.00' ON INCLUDED IN IMPERVIOUS AREA ON LOT AREA CALCULATIONS, BOUNDARY FOR / 20.o c CO". s. c COVD. CO D. c s c COVD. COVD. s.z CO D. oLIVING 20.0' LOT SOFT. 2,090 SO.FT. 894 SQ.FT CERTIFIED TO: Gulamobbos COV'D, o 6 CONC. CONC. CONC. cd u CONC. o CONC. ;6 CONC. r6 c COVD SOFT. GARAGE = 249 SO.FT. and Aameno ShiVfi; Inspired CONC. ^ 16.8' 3 3' 3 3' 16.8' CONC. SQ.FT.SOD PAVER ENTRY - 36 SO.FT. EWA102 SQ.Fr. Title Services, LLC; First SOFT. I o e` 'Q° AREA- AREAS:TOTAL W Y= N/A SO.FT. ON Americon Title Insurance LIN 7,y I h NOT p3 B.B.)N 00008'28" w { ` ZIC14 NOT DRIVEWAY 291 7.2 ON v LINE Wa PAVER DRIVEWAY==225 SOFT A/C PAD = 9 SQ.FT. Compony; Taylor Morrison z PAVER WALKWAY = 48 SOFT 135 INCLUDED INCLUDED SOXT SODSOD 578 SOFT. GR USENML'YLTR A SSO C. IMPERVIOUS= 60.0 X Home Funding coNc: SCOTT CONC• ::= a 1,254 SOFT. so0 = 527 SQ.FT. LEGEND 2. DE NXTAOw ares SCALE .--1- - 20'- c+wN er WE OFF LOT Wa CALCULATIONS. TRACT L tt 1 3 3 3 TWO STORY 3 3 3 3 o 1 Pat nmNr Dr amnmr .t. DRx rml R/W = 176 SO.Fr. FUTURE DEVELOPMENT) v N2.O' N H ATTACHED N N N H REVISED PLOT PIAN (DRIVES) 08-10-16 REVISED PLOT PLAN (PAVERS) 08-15-16 APRON = 30 SOXT. THORNBROOKE G vcG : himiTs. - rnAao rtmt 9EVATIDI tvP. RESIDENCE AAS SURVEY 6 PREPARED FOR TW SOLE SD@FR OF M06E CERTIFIED TO AND SWLI O AW BE F0NW-ON/ELEVS o n 2. c 3113-18 SIDEWALK = 110 SQ.FT. P.B. 79, PGS. 3-7 n2- MOO m° 0 0 o° 0453 - F 2s.o1' 0 0 0 o N MO SOD = 36 SOFT. o AR PROPOSED INFORMATiON SHOWN TOM x GRUSENMEYERLS 1 4714 JAMES W. SCOTT, RLS 1 4801 ZONE x wP 1 12itX OD55 F 9. CERIFNATE OFAVOCA57AWN ND. 4596. aoao 10 O AREA = 2,266 SO.FT. BASED ON SUPPLIED PLAN ^ Ln a H V) I V) IOD DRIVEWAY - 255 SO.FT. AND/OR INSiRIICTIONS PER e pyj F.F.E=25.80 F.F.E=25.80F.F.E=25.80 F.F.E=25.80 F.F.E=25.80 F.F.E=25.80 F.F.E=25.80 F.E=25.80 e pj SIDEWALK 158 SOFT SOD = 563 SOFT. CUENT(NOT FlELD VERIFIED O) 3 3 p CO n M7LLOW-L REDWOOD -L REDWOOD -L BIRCH -A -L BIRCH -A -R REDWOOD- REDWOOD- WILLOW -R c CO LOT 139 OR 146 tYiv LOT 142 OR 143 NOTE. PAVER ITEMS ARE NOT m COVD. CONC. COVD. CONC CO D. CONC. COVD. m NOTE: PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA 5.T 5.T _ 15. c GONC. 5.7 c INCLUDED IN IMPERVIOUS AREA LUI = 2,121 xw.r T. LIVING = 770 SQ.FT. GARAGE = 458 SO.FT. PAVER ENTRY - 9 SQ.FT. LANAI . = 93 SOFT. BREEZEWAY = N/A SO.FT. PAVER DRIVEWAY= 400 SOFT. A/C PAD - 9 SO.FT. PAVER WALKWAY - 6 SOFT. IMPERVIOUS= 62.7 x 1,330 SOFT. SOD = '479 4W FT. BRICK BRICK DR. DR. COVD.z n COVD. CONC. TETBRICK 9' CONC. BRICK DR. DR. BRICK OR BRiCK BRICK BRICK BRICK WALK OO WALK WALK 29. 9.00WAX WALK 10' 12.7' BRICK It -,-- DR. BRICK WALK 25. 34.7' 1 BRICK I I I BRiCK DR. DR. LVI = z,uau w.F1. LIVING = 824 SOFT. GARAGE = 259 SQ.FT. PAVER ENTRY - 68 SQ.FT. LAW = 102 SOFT. PAVER DRIVEWAY -261 SOFT. DRIVEWAY = 261 so.rr. A/C PAD - 9 SQ.FT. PAVER WALKWAY - 25 SQ.FT. IMPERVIOUS= 57.1 z 1,194 SOFT. SOD = 542 SOFT. R/W = 179 SO.FT V 1,J61 1 1 Jh I 1 1 R/W 176 SOFT. 22.33' sEr 22.00' i T 22 00' sEr 22 00' SET 22.00' SET 22.00' sE7 22.00' SEr 22.33' sErAPRON = 51 SOFT APRON 30 sO.Fr SIDEWALK - 112 SOFT. I.R. I.R. I.R. I.R. I.R. I.R. I.R. I.R. SIDEWALK 110 SOFT. SOD = 16 SQ.FT.SOD 36 SOFT. I o e` 'Q° AREA- AREAS:TOTAL AREA 2.300 SO.FT. AREA 2.266 so.Fr. SDRIVrWAY = 451 IDEWALK = 118 SQ.FT. SOFT I h p3 B.B.)N 00008'28" w { ` ZIC14 yyhyl DRIVEWAY 291 SO.FT. MERRY BROOK CIRCLE 40 R W TRACT C 135 SQ.FT. SOD = 39 SOXT SODSOD 578 SOFT. GR USENML'YLTR A SSO C. INC. LAND SURVEYORS' 01OR.ORLANDO.( 4SCOTT407)-277- 32325400 5328436FAX LEGEND Pal. . • P= a LAE ORNK • MATM TIP. . TVPITAL LLYL . KM Aar scraOx ,,,E DE NXTAOw ares SCALE .--1- - 20'- c+wN er WE ORDER NwPAG • FUM Or RMERM CL2VArM CLFG • MatN L" rOd= CA - CHM BE#JWGHAT Pit • P®n a• COPOJW 0"ATIwE VDFG - V® FME Wy- - Wp•TTY 1. 1W LBaCRSKW40 DOES 09MW CER10Y MIT AOS SLRWY MUM THE MMAN IEWMAL STVOIRQS SET FORM BY nff FILRLDt BOARD EF PROFESSONV. LAND SLOhO S w CNIPIER 5J-17 OF nff FLOMA ADa ASM017Wi CODE 2147-t61P. V_ PM 14& ' v N : Pain or ATME a j : ix ROD : - P®1T LRc TANmiY 2 w&ESS OMSSED wn t DRY SW- Ms amwr 6 Nor IwJD AND 6 PRESOnm FDR pom" IOnV. •PURHOSES Oar. nes PLOT PLAN 06-22-16 REVISED PLOT PIAN (ADDED S0. FT. CALCS) 08-09-16PatnmNrDramnmr .t. DRx rml wD NAa a mac 1 SURVEY wets PREPARED fROY inlE NFORaNifON FTAbBAffD TO 11ff SCRvE10R 7NEAE MAY BE C91RR rPE,SrRICICP= CA . h iNowieff vac . PDDrt s CWi]itDl rt D[sc PAA . r MOM M RDMOCE HOOMM R • RAORUS L - " LOGIN E • Rllin-W-VAY Eart. • EASEN04T OR EAS09MM TMT AFFECT MS PROPERTY. A NO LOWERWOUND BPROYDYEMS NAVE MIN LOCATED LRAM OINDM E S *W REVISED PLOT PIAN (DRIVES) 08-10-16 REVISED PLOT PLAN (PAVERS) 08-15-16 G vcG : himiTs. - rnAao rtmt 9EVATIDI tvP. OL1fIEiRDEvtltEssPDJrr NORTH AAS SURVEY 6 PREPARED FOR TW SOLE SD@FR OF M06E CERTIFIED TO AND SWLI O AW BE F0NW-ON/ELEVS 09-12-16 3113-18 THIS 8WLWNG/PROPERIY DOES NOT UE W1no ROAD ~ Bt. WFER y n MO=ONS DOWN FOR nff LOM04N Of DIPR "Ms MOWN SNaW NOT BE USED TO RECOPWR= B0VND4Rr LDLES. 17 REVISED DRIVES ONLY 03-28-17CERTIFIEDBY: THE ESTA8L6HED t00 YEAR FLOOD F9 ANE AS PER 'FIRM' 1 WAMM ARE 860 ASSLOFEO W W Ara ON ME LINE 90M AS BASE BEAUC (IM) A aEEVAW11, I IMM, ARE ISED ON 11M11 (X=11 VE 111 04n, OF 1929. UNLESS OTtffRw w m TOM x GRUSENMEYERLS 1 4714 JAMES W. SCOTT, RLS 1 4801 ZONE x wP 1 12itX OD55 F 9. CERIFNATE OFAVOCA57AWN ND. 4596. DESCRIPTION AS 0141VFURNISHED: Lot 144, TRACT E OPEEN SPACE) o (OPENCSPACE) ROPOSED - nNSHED SPOT GRADE ELEVATIONS THORNBROOKE PHASE 2, as _ _ _ _ _ _ _ _ _ _N 00008'28" W_ _ _ _ _ _ _ _ _ _ _ PER DRAINAGE PLANS recorded in Plot Book 79, SETT sET - -, SET SET sET SET sET SET , SET I.R.22.33' I.R. 22.00 I.R. 22.00 I.R. 22.00 I.R. 22.00 i.R. 22.00 I.R. 22.00 I.R.22.33 I.R. LOT 140, 141. Pages 43 through 45 of 144. OR 145 the Public Records of ? *NOTE. PAVER ITEMS ARE NOT Seminole County, Florida. 10.00 LOT 146 AC 10'00 LOT 145 AC LOT 144 10.00' LOT 14310.00 AC D10.00LOT 142 LOT 141 10.00' AC LOT 140 10.00 AC RT 139 10'00 INCLUDED IN IMPERVIOUS AREA ON ON LOT AREA CALCULATIONS: BOUNDARY FOR / CERTIFIED TO: Abdulhussoin M. and Muniro A. Nothoni; Inspired TitleP ON Services, LLC; First LN American Title InSUrnaCe 20.0 COVD. o cONC. = 7.2' o COVD. Hs CONC. 16.8' NOT 5. c COVD. CONK. 3 COVD. c 9 CONC. rd 3' NOT c COVO. is CONC. 3 5.2COD. o CONC. 'd 3' CO D. o CONK. rd 16.8' 20.0' o CO D• CONC. 7.2 LOT - 2,090 SO.FT. LIVING - 894 SO.FT. GARAGE = 249 SO.FT. PAVER ENTRY - 36 So.FT. LANAI = 102 SOFT. W BREEZEWAY= N/A SO.FT. ON 0 *PAVER DRIVEWAY= 225 SOFT. LINE"'d PA PAD - 9 SQ.FT. W IMPERVIOUS = WALKWAY0.0 3 s FT n co a INCLUDED INCLUDED Company, Taylor Morrison CONC. co a , CONC. -- a = 1,254 SOFT. Home Funrding 2• SOD = 5 7 SOFT. T 3 3 3 3 3 3 3 o LOT AREA CULAnolvs: TWO STORY R/W = 176 SOFT( FUTURE DEVELOPA10M 2'0' N N ATTACHED iv N eN i IZ APRON = 30 SOFT. THORNSROOKE f c . p RESIDENCE 'T c ! p p M e n c SIDEWALK = 110 SOFT. P.B. 79, PGS. 3-7 n2 • o o 1449 o o o o o 04 . SOD = 36 SO.FT. M O a, a o, F.F.=26.01' , a, a o, c) O AL ROPOSED INFORMATION SHOWN O o co p co ro 00 as O AREA = 2,266 SO.FT. BASED ON SUPPLED PLAN H H y y y DRIVEWAY - 255 SO.FT. AND/OR INSTRUC110N5 PER o Oj F.F.E =25.80 F.E =25.80 F.F.E=25.80 F.F.E=25.80 F.F.E.=25.80 F.F.E=25.80 F.E=25.80 F.F.E=25.80 S o p SIDEWALK - 158 SO.FT. SOD SO.fTCUENT(NOT FTE1D VERInED O Q3 a p = 563 3COCOnWILLOW -L RmWOOD-L REDWOOD -L BIRCH -A -L BIRCH -A -R REDWOOD -R REDWOOD -R WILLOW -RLOT139OR146v LOT 142 OR 143 NOTE.- o; OWD. COVD. COVD. COVD. PAVER !TENS ARE NOT m CON 5.7' CONC. 5.7' 15. CONC CDNC. m NOTE PAVER RENS ARE NOT INCLUDED IN IMPERVIOUS AREA c c c c c INCLUDED IN IMPERVIOUS AREA ON LOT AREA CALCULATIONS: 3.7 n o 3.7 n COVD. "T 2 7' COVD. T3.7' ON LOT AREA CALCULATIONS: LOT = 2,121 SOFT p 34.7' c a 12.7' 4 CONC. 9' 9 CONC. c " r 12.7 34.7' ON LOT - 2,090 SO.FT. LIVING = 770 SO.Fi UNE 9.2' 9.2' 9.5 kMCK NE LIVING = 824 SOFT. 16.3' 16.8' GARAGE 458 ,SQ.FT BRICK BRICK GARAGE 259 SO.Fr. PAVER ENTRY = 9 SOFT. DR PAVER ENTRY - 68 SOFT. LANA = 93 SO.FT. BRICK BRiCK BRiCK BRICK BRiCK LANA - 102 . BREEZEWAY= NIA S°.FT.T PAVER DRIVEWAY- SOFT. DR. DR. DR BRICK BRICK BRICK BRICK DR. DR. PAVER DRIVEWAY 261 S FT. DRIVEWAY SOFT. 400 WALK WALK jVALX WALK 29.00 9.00, WALK WALXWALK 261 A/C PAD = 9 SO.FT 00' 2 5.00' 25.00 25.0)' 25.0)' 25.0 A/C PAD - 9 SO.FT. PAVER WALKWAY = 6 SOFT PAVER WALKWAY = 25 SOFT. IMPERVIOUS= 62.7 X 1,330 SOFT. ?! SOD A = 3r. ^6r Ji SO.FT 0.1 na n- f0' ESMf n p I nM IMPERVIOUS= 57.1 x 1,194 SOFT SOD • =•542 SOFT R/W - 179 SO.FT r I I T I Y "V vrr R/W = 176 SOFT. APRON = 51 So.Fr 22.33' sET 22.00' sET 22.00' SET 22.00' S T 22.00' SET 22.00' sET 22.00' SET 22.33' SET APRON - 30 SO.FT. SIDEWALK - 112 SOFT. I.R. I.R. I.R. I.R. I.R. I.R. I.R. I.R. I.R. SIDEWALK = 110 SO.FT. SOD = 16 SOFT. SOD = 36 SOFT. 4c\ %Amv %QooK TOTAL XRZW.- AREA - 2,300 SOFT yp hb DRIVEWAY = 291AREA = 66 SOFT. SIDEWALK = 118 OXF. tiFT.p' (BB)N 00008'28" ' W a -4 (o - ZiQS tiA' SIDEWALK = 135 S0.FT. SOD = 392 SO.FT. MERRY BROOK CIRCLE 40 R W TRACT C iw SOD = 578 SOFT. GR USL'N1 1L'YL'R -SCOTT c A SSO C. , INC. - LAND SUR VEYORS 54004 277° 232` °R' ORLANDO. 4-658 2836 LEGEND in Ma LDC. ' :m SCTIAM Loc "°' SYiLLE -1- = 20'- atAw11 er ••• PAr- • NLNT OF avmr c MUS C,, . LTIAM LDa( fO10E CA . CI D 1EARL6 f. THE IRO r D DOES TERM CIERW TINT TNS SLRWY NFE75 THE AGMYIAI 7ECWA'i1L STMOWW WT FORTH BY P • PLAT P= • Pmr 7 COFOAO CiRVATIiE vdFG • v® rDCE U1L.. • UTU.1TY TIE f1DIMIDM SOMRD Or PROFESSOWL LAND SWVrrM N CHAPIER SJ -07 OF TIE• FLOW4 ADIBl61RVW CODE GTE ORDER NA ru VE NaM-RAMK iG • vmrt W dvAtwE L&A : NDDIDWAM A= CO&M EMBOSSED WIN SWK'# R'S SEAL 116 SURKY 6 AW VX0 Aro 6 PRESDM3) FOR u6UR1N7VWL. Wc= paK PLOT PLAN 06-22-16 2147-16 UL am RMPST+. . PL7M Q EmNBIf P.T. • PLLR tr TM 1CV NaL . NAR a L19C I D6 SURVEY WAS PREPARED FROM 7W ROMA 10N FtOMNED TO 7HE SLMVDM THERE MY BE OWN A>MWTJ016 REVISED PLOT PLAN (ADDED 50. r1: CALCS) OB -O9-16 CECT ul : I :, µ j Pa[ • - j4WP=4 w CDPOROd O[si • LESC TiIH OR EASOADOS DNT AFFECT IVIS PROPERi1 (DRIVES) 08-10- 16 REG. . RECDVERD PFML - MY M Dn RMUCCE HMAWn R EESXT. WAY J, No uNDERptOWD ad*M dm INVE BED/ 1OG71D ON= OrNoto E 9r08M REVISED PEAT PLAN Fr. • rDG24M FLOM ILEVATICH L • ARC LDCM TENSED PLOT PLAN (PAVERS) 08-15- f6 GiLG . cALCLATID 1 COMM)c S fl6 SW2VEY 6 PREPARED FOR THE SOLE Bf1EF7f OF 71106E COMM ro AND 910ME.D NOT Ei WP. - v1T4tss Panrt NORTH nMM/a V F03- 14 iON/QEVS 09-12-16 3113- 16 RL1/ED WCw VY AW E4lf11Y. FlNAL/IIEVS. 0.3-f4-17 1080-17 C THS Ep1p,.DUAC/PROPEM DOES NOT UE WIiMN K CA0406 91001 FOR 7W LOCAMN Of 0MV09M HEREON SNOWD NW BE USED 70 REOOhWRUCT BOW101RF LRES COMM 8Y: \ THE ESTABLSHID foo YEAR FLOOD PLANE AS PER F7R r" 7. EEARLiE55. ARE ENSED AMDAM wnw AND ON THE WE 9M8N AS BASE EEARLPC (BBL) TENSED DRIVES ONLY 03-28- 17 V a OiYAM6 E SHOW. ARE MSED ON NUMM CEOOERC WRRGIL GTUY OF 1929. MM 07114RWS7: NDIEC TOL X. GRUSEN R.L / 4714 JAWES W. SCOTT, R.LS 4801 ZONE X MNP / 12117C 00555 F 9. CERT WE OF AUIMWARON Nw Job Address: L4 Parcel 1 D: Type of Work: New SEP 0 7 2016 Lav 9-1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMITAPPLICATION I3>t1 U_Q)R-1 Application No: Documented Construction Value: S is (a O 5 Historic District: Vcs No r0 1* I q (,0 5 rle Residential 9 Commercial Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Title: Email: Property Owner Information Name -- o fAnri Street: City, State Zip: Phone: Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 Nance: Street: City, St, Zip: Bonding Company: Address: State License No.: CFC1426562 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: YARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with Ilse date or application and Ilse code in effect as or that date: 5i1 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application N,L-,. I ,11n,,I NOTICE: In lddition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees %%lien the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print 0,.%ncr/Agcn1's Name Signature of Notary -State of Florida Date Signature lontractor/Agent e TONY MAHAFFEY ``\ttttttlSO nq N 4, Print Contractor/Ago is la 01 a ( OT r 2=: y EXPIRES ofignatia Notary -State of Florida Date GEDRGIp, JUNE S. 2020 J Owner/Agent is Personally Known to Me or Contractor/Agent is _N( Personally Known to Me Produced ID 'Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Rcviscd: June 30, 2015 Permit Application V NORTHWEST PLUMBING BID DATE Juno 6, 2014 REVISED March 23. 2015 BUILDER TAYLOR MORRISON HOUSE TYPE WILLOW SUBDIVISION DISCOVERY SPEC LEVEL TOTAL CONTRACT $5.685 FIXTURE TYPE COLOR 0 COST MASTER BATH: TUB NIA $0.00 TUB VALVE N/A $0.00 WASTE AND OVERFLOW PIA $0.00 TEMPERING VALVE WA $0.00 SHOWER ROYAL 6042 SHOWER BASE WHITE 1 $252.00 SHOWER VALVE MOEN BRANTFORD 2152C C 1 $89.32 EXTRA SHOWER VALVE N/A $0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE 1 $87.71 LAV GC UNDERMOUNT 2 $0.00 LAV FAUCET MOEN BRANTFORD 6610C C 2 $156.43 POWDER ROOM: TUB N/A $0.00 TUB VALVE NIA $0,00 WASTE AND OVERFLOW N/A $0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE 1 $87.71 LAV STERLING SACRAMENTO PEDESTAL WHITE 1 588.33 LAV FAUCET MOEN CHATEAU 64925 C 1 568.03 BATH: TUB 5' WHITE STEEL TUB WHITE 1 $136.62 TUB VALVE MOEN CHATEAU TL- 183 C 1 $91.07 WASTE AND OVERFLOW CHROME C 1 $0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE 1 $87.71 LAV STERLING V•19 DROP IN 2 $55.68 LAV FAUCET MOEN CHATEAU 64925 C 2 $136.06 BATH; TUB WA $0.00 TUB VALVE WA $0.00 WASTE AND OVERFLOW WA 50.00 WATER CLOSET WA $0.00 LAV WA $0.00 LAV FAUCET WA $0.00 KITCHEN; SINK GC UNDERMOUNT SS 1 $0.00 FAUCET MOEN CAMERIST 75450 C 1 $172.12 DISPOSAL BADGER V 1/2 HP 1 $78.00 BAR SINK SINK WA $0.00 FAUCET WA $0.00 WATER HEATER 50 GALLON RHEEM ELECTRIC ELEC 1 $282.96 HEATER PAN YES I 550.00 LAUNDRY ROOM: SINK WA 50.00 SINK FAUCET WA $0.00 WASH MACH ROUGH ONLY 1 $0.00 WM PAN YES 1 $50.00 SEWER AND WATER 1 $335.00 BACKFLOWS THERMAL EXPANSION TANK 1 $30.00 CHASE PIPE I $60.00 HAMMER ARRESTERS I $60.00 CAMERA/SNAKE SEWEF N/A $0.00 HUB DRAIN N/A WATER PIPE TO BE CPVC ANY BRASS CLEANOUT COVERS OR DRIVEWAY BOXES WOULD BE EXTRA CITY OF SANFORD One Time Credit Card Payment Authorization Form Sign and complete this form to authorize City of Sanford to make a one time debit to your credit card listed below. By signing this form you give us permission to debit your account for the amount indicated on or after the indicated date. This is permission for a single transaction only, and does not provide authorization for any additional unrelated debits or credits to your account. Please complete the information below: I TONY MAHAFFEY authorize the City of Sanford charge my credit card full name) account indicated below for on or after 0i LP I I This payment is for amount) (d te) yl address or pa V I ID Billing Address 6310 MABLETON PKWY Phone# (770) 941-5421 l O;L City, State, Zip MABLETON. GA 30126 Email ly\e° NWPENT.COM Account Type: 9visa MasterCard AMEX Discover Cardholder Name NWP Orlando, Inc. Account Number 4046 0239 00351578 Expiration Date 05/18 CCv 472 Billing Zipcode 30126 SIGNATURE DATE. C1 ke I authorize the above named business to charge the credit card indicated in this authorization form according to the terms outlined above. This payment authorization is for the goods/services described above, for the amount indicated above only, and is valid for one time use only. I certify that I am an authorized user of this credit card and that I will not dispute the payment with my credit card company; so long as the transaction corresponds to the terms Indicated in this form. AtIV&@]A&T-11111603 ZED BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: l(1— lciiQ 4 C01 Documented Construction Value: S CP/ `4 Job Address: TJFOOL. 0Y - l s Historic District: Yes Nolo Parcel ID: Residential, Commercial Type of Work: NevCM Addition AlterationEl Repairst 1 Demo Change of Use Move Description of Work:lMsklt (Mn1 1 I- jypir. wrn wc IrJOrtl.- Plan Review Contact Person:: S,VIQXt,/ I Rws Title: Phone: L[0 -5'7S- g-3MU Fax: y0`7- -S33-Z953 Email: Property Owner Information Name Auftwtsoy\ n Phone: Street: a(r(Lab 11I - a Y'i rte'' NJ Resident of property? City, State Zip:n111 ,LA-Id,Uj PL 3.-m l Contractor Information / , Name —T"to 1 t k Phone: L0 -7- 5 g S- J O Street: r rSC(D Fax: `10-7- City, State Zip: Qn, - - "State License No.: Architect/Engineer Information Name: Phone: Street Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised- June 30, 2015 Permit Application 9 - -. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate be done in compliancewith"Ol'applicable-law-sregubiting construction and zoning' Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID IG of Contractor/Agent will Print Contractor/Agent's Name Q I I.. a" I i Signature of tary-State of Florida Date i%:,,: CHERYL D AKERS MY COMMISSION # FF998962 4 EXPIRES June 05, 2020 407) 398-0153 FroriOeNota Sernce•wm Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing 'Gas[-] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes NO APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes NO WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application tl!)0 .IK»>DI (.Y) 141 WWII. Name' DEI -AIR NOATN - 1 1 IINGA ITLxINt dlt S/II/ION AW 1lax a Ibn t f/Il/MDt a l u) Irmo rra Q]t Qal Obp Q} q •a,L.D r --N IM lwrn,.by ApmSgn.l.n D,le YA QwD loft LIV"It arAlww dtNwW BIKM'SI QYNu:3tI W/l I 000[1_ SDD/0,M1/bO~ - IK»xl :MWvwN if. WJP!" analN•upwwan OLMbw. MwIAN.I 1!»x MrK• IINYaM ML aq.VAlrI1G,W OMIM:ONNG\ 1•D Nt)T:> 11 D-fP9- Nu uaLl r Lx 1»»0 MVK ND+YA. NI N r[w1JIp, W 00NNIDMNG a 1wS 001111:) NU Ma[u am Kn.1 I.w..,r+a. S. fiJmlfD IS wK MO- xi -1Y MAnA0.Wf0NProINKI aim MIK ldW m-AMMNnwG.AM. a-mMS. w_ 1411x1 MNrN. T. Itfx)Sb 11+r lNglprro.n OOpONu NU MMu 1»Im cIWWM 0Y•wlt KwnwG,WCONDNIDI011it wilm, Nr Mri• t.r. 13114 NK I-- Df -W.1 W[ONdMI.Ala IN Nr W[rl yy Lp W1!"1 I.arynwM•p 1tx01M Aw.wn)14d1.t Ox00•rA MaNl Ia?," C IlDM- On W VfAIY1a.1. COODIONNiI SA DTII»»;) W"it) 11114 IW WlK MAAI.M On .q XU.D,WOInPIq>xG\_ Lt VIIIII 41NSIS l V+*1___ __aa fA 1N»"1 TrMrr.+.0. 1[0!01% nnrr.b.r ti(b.N• AMw1NM1 OOIv (pa.N.n.O.aplbrtlYh., f.[ INK 14.4rIr. MWyf-1WD•W COACAW-A O}Yya O.N YArrLhu N•A I- aha_ ypp ILLIlmI _1M.yrpNr•0._IOpIpIT( rrhSr.Y )RI(Ww AMYM.M• OpV fw.NNN SIN'+eMpIN.eraalM IfIW wK I.- Dtt w. -G. AMIONp1Ow,O\ xIb13) MYW+ 1W.1Mp14/InfY.,(S IA Iftlnpl rw1. t -A, 1. - i IS31% MMC iab.4m. N1Anw,AM C*%&Mk SonAg • JS 1,) wKyeN Wrrr.T:Iw1 'o,"',1W. 16611"1 Iw.r-.NeN•.h lwtx GrlwCynlllfl+'ra-• p00pNrlay Maa.l ISl1L INK 10Abb.r 0[I- mt.rwa WCCNow-s m NINSf] a1. WM, to 214 a 1b1.I+YM 4 Clh&W.G tN1AMMA?baOI frr, x11!4! Yw Waw 16611101 iMrw.N1..w _.)!Ora OrLM.nPI[wN R.NIm111 Nz,_ _ 1134 A: I a- pn fVrTM AtWa•t[oNb:LlwlvG t t OHNIg gyral- m f4:!]pl :--tau _ 010[ DNN(S. SRI Y.0 qli!N0 lYr.tw rN 4N wNr_w.[/[a +.>•ir H)14 w.Y i\DO.rM rt WfQ.T%0, A•a rONaroNr•Ga u MI![f:l Opv.4w.N Ana OwOrlMyM h.>.A_ fA INIItpI Irn+re. U. _ mN01p[_ YraNra+PSdr AN'Wlilt IpY ta.•rNNnr/MMOup W/M MNM[ nTi4 wAC 1[O.LYM of. W W.m N4 f%SS`- OOIV.4.yNNra.NeN41}IM[eNgl ft- IA 1{!1!!01 11+x•.. •h _")1010[ D..bV.++ INNS ML•"11wrlldlw uMal. If114 INAC If>ablw. DR .q NMIev[(ONOIID.-a frlb mausu WAC Y.MTrwwwllW UOyW. fA STI I-ASMA.r.0. 4ra Yx..r4'Ia1Cbr.1 gmnan u bexl 1»W wK if I - INO• DII u.M4 wA CnMVroNWG\ MINA] P..-. Mw lx r IIhY lal OWgI-0AT.O,ut [ONDTONINGI W MI%SSi 4r__ rr 1x IKI!"1 a 4a0. f4gr tICL.y 141 T INK fW.aM MAM I.Mrk Va CONd1O .f. 1J OD1M:3-- soo-SAM IA 1411"1 NA. f 1!!410( yM.3 T[b.yt A.•M1U1 aw.ew+mw\.araw W If»4 w;t -- 01aaM DSININNIrNCINACONDn10MDlA a OOINW tMaOwrrrwrlLL./nun Lpp_- 166111W N.b 66110x! lads tMza"10% cp t w.0 IWWM M1 Nr NUnNa ut CONDn.DNWfr\ SmS x111:! O'iO1[Iwf La IIs»I01 IrarnN,A1..1 _ IIlN10( y Ula r]... tMwlMmf OpY..w [lx,Aap lwh[/u r•.i4: WIN mK JOSAu y en W WKrya wqMN%1ONnIG\ k f I>:l DttY.Yw.N o..0ypringM rr.r ele[ IA 1661.01 IM.w __ 5.41[1 r Pl_d.N_ NnN4 ODIv •Crw.wArt. r/wrWprplW_u h•fN[ 11114 NK IW4aM a q. U;OWO11'OMNGL J 001)[1:) lA Ir11m_ .!•h 1IIWW W Mr'.•I.1Llyra L -I -I A win Wax WACmd-i 011 ut MAIM is(ON .IMS IL fN NIN f11 At Wy ML.wm)wwrptAl L00 Mill", K i. K. _ 1»_4_ra WrNMr. Pjd... No wK :N.. eN..N.3yl.n IS! AN, wK O -O\ S& W mK ))«.D.ry..ff...•n A ILLSI") IrrrMnu...0. ITSDIOI MMw PIfLrM DOOM W Nr..A.M AT4 wK 1104.,. NL.w MAnk-(3)wp1IAS-L Ib WWI Nl. waw IA, tax wK llD.b\M MI•N.4-AAMODAMID-Ga lib NIb11) Nr.eA81 Yry 1A aLLllml Met -t-- lllxra h.n.IRIOnIY AM,Dxm Mn,w• 4114 IIVK 1\Nb1M On.Y)MaNIq NA COuproNNGI SA 01l.f1] M..pr• ... e.r A'. INI)101_IMrNran.•.M 1)1x10[ w.lry[v_ 4Vgn» AA.- wK fLOaWM ORWMAM" ,W CONprolA1Oa W 001NAI 4rrrRw+.wan aHrawn Aay Ix 16611"1 C-w4A0. WOO_mC N. IN )Alf+.v _ A-1.1 D.nOwrl f4 11)1x Ni[ I -SA DII+M MAlDO,.q C[N}IDADOL S.A. 01.111 r0.nO.:i.1 bre IA 141»p1 1.VM.M.r A0. xra nwl•IC rN IM AMwMAM A C.wn{NNYwp Yrnlhu arta lNA ISTW MVK 1[blaAt DfIrrA1M_1Na AY 0Klp11pl'O6\ Na x11.1:) npV f N4N 4nb. Lrlwa•M[ IA W1»N --..M 1])41 f+^--___NNN.gt WIv•4..nINw./N.anrltrlw;Lr h.rl N[ 0111! wK IWYaM Dt1WMAlVMWtaNDllCw . IA MINA)- a.. Ga..t uN r/VrJgaplG/OINa> Mn Lx MUSH, Ih+yNrrrw.AN xw m- 1+121x1. wK ua 13214 wK I-. DOL -AM MAtp, AMca)-- & x»[i) K Yin YNrw.n/MrtNOyJN A 166121.I- Im.m N .rrw.rr Pl Cb..e OOimay IW UN.I 11214 wK 1- DOw.1 N4TAa All m.liro»wG\ S* xIWI 1 x I»IN w.0 1SD.Ia.M Dnw{MATNp,4. (blDltxANb& SA, M»,fSI y. MNN A. 16611!01 frr+br+Ya •} _ lOC n.r r+V.n.IAI Wrw_ AW_ .pall aa.Yr taw _ _ W.. INK 14.Yuw. ONMIt IfAnNa Ale [CN>ItON}G\ SAS _NW»T Narawsm ___ IA 166»1 _ rr•JyN. A} _ 111010[ SwmV.nNltld.N_ tuwwxf Tv [w...a Aya OuP`rr f_u N_ M __ W wK Ix.I.+M M+le lf.)Na u, mrIDI1OMv6\ ub xl%Sf1 ONv+[anrN W>pap_.nrf/•'Ir i •M IA0 141tm1 I+r•Nv+rr1.M 11(mm( W.r 141-.4 MIM.Ox Y%V •CwwN NN rM'MOvrDr Y./[L Na IM mm w.[ 16pWM 06 u0 rfAlCq, aq CON011ONVb\ SW MINIS? f,Ny 4.rrwt NwI+MMpr 1411 lya IA 166»41 :M7W.A0. l"ICC rr IRI(Y.N MV1s.l1 M'K•Y.nukrwnr/NV UOw.e. 1174 wK IN.bMu MI .IRIAATID,Aq MIDIroDIb\taw MW111 INK Vent lAYMw++/IbMwMWA IA IMIADI IMrN•r w 1/1x{66 wK NAYM m&.MMA1N10.AM(bAI). pNWG\ IA MIN.:, Ny Mwb11:Q e.w. Ix S.S.NYK IfMa+M tO •q 01+1!.4 NtCNS111D.S.4a 1i! M:1.216 Nn LNL1 V[) _ ORV•frrtl MM IA lUllDl :.nr+rn.3Cr AAaIoI% lrwnn%f111Wy ASMM•04 O%v. ra.arNAns p lr/w r_ .1.. 1»Is. rf+K tlp6M Dh •q MAnNG, ue LMgN:IOMNGa MIIW, M•pNP.. LAM laar Ix ILLI/!]I I -S, S} Itlipra Y.WnlNlllYNr Mm aWI_x11 MI'I •[,r.r.{..••M'•] we -AA h.IM 1W MA I4.1,00 CUAM.I.mla Ne CON Wro k r3 MSNS{ OOIV 4mN..N/MMbI:/•N _Mrr Its Villml aYw.. W. 10100[_ U.nn_n l••Illdl.k INACY ... /..esayMW. 1!!14_ MIK IfOWVM t.-.MN.:ING •StmmIw-L SW M_IW-i w'K VtNWrovw./nNawptW_\aN IA_ 166»"1 l,..yr..r mr Aa"c D.yr.TslRId.M• pptDL. Nr.1ww u»m wK IbQA- MI W MAW.. ul -IIONDD a IA Ml.i. Nr.%.N 1 IA WIN 1x14 C IW bt. MIN:O Nu uab! 4+t IA 1411"1 wN. %r Ox[ DNM_wlAlonli NW1Npm W{v•fwvr_V NraOwD.lMWtu ant [.. MIAC 11.0- Ml •'x M.IWG. ua CONpIONDOL 1.N NOW. LM 1M»"1 M.r4r _ m>Ap0[ O.,yMNPI d.y MtwN.x. DD:V •Can.N.ar/v:M•JurO^34/[I NfNW np»4 MK _ _- ICbbaM CII AA t.lYx,Ne C0am11ON.41 Y x»N:l OM.4.. r.!•n. rlN SWArIw•RN IN I66:Im1 _mow k. _ 0!^ % Y•fa.n_Alv)On_ t_V1411 wK Vr s an lNse•a OwW NT14 w.0 kfbb t th AM W- uA WSWAS-4A fA NSW:. INK•WNYNwwnlMwOypaWr. r yM IA I -11a, Iwnarm.e N. IS-. fa..N).)6.rN OVAOaN N.aMwN wts4 wK lMA,M CII AM.JAt , AIR CONMI ONVIGa 1A MARC 14- 1A wK if - Cn NA.INnw A. MAIW NINGL Ka xUN:\ Nr MNM tx 16611"1 :Mr.Arw. _Nr 11.pM __W_pAll b•r _ AMff_ICN 4.r Oy...a.• rmn4'i• - Illlm W- I•IK INDS&M- D[Ii.4N1-c" RCG OMO-Als Ir M:w:. uf.0i 1 G.1 ^w Nyn' A NN11Cl :Mr.MwrNfar 1101,.O1 lA+wgl•Id.N IINvq xf_OMv[wral•rNOrr.Dr lrW•ea•!Lt __ I",* wK IMNYN SNIY141NaWMY}..CIfN6\ 1rN bb-.. o...• A4r Oup Wa4'Nrr.,•!1n In YVlool rrr...r 4r 110.010[ IS.nY1RLdru __ vn x{ 0%Y CwN f a.IwNOvDr b.:a•rrlN[ tl)14 MK IMM.M CILAIN MAnNG,WCMM1ONaOt SA MIIN:t Opv Cw•N.rr. KN•f 0uplw/Ia N[, bM Ib 16611"1-lyrrarrr. M_ IINNR lMr/NI N.IN tSVONI_ N f •vHlMberw•/.rNr. rS DvrW Islam W. IxMi+M bSAAMmN.r1AM-MT AMAb& OCIN.3 INK•V.n Ns.w.s.+/Inaaypua. SA 1411.1 :wNNn,.rw SSfl,w[ u..r.. glaldrM xxNr. Nrlrl.a.1 utas. INK trial" Ili"- m-M1.nNG•Ye W+ M:SwlGa fA I .3S N.•arN 1A 1111x rNK IfbI..M Ott Nx nMnNIL u.OriDVV3.I}Gl to xt.C& Nr M,Mw NY IA Nw..•uILI O•... AuwNON qav fr•ra4•.MplrrC1u N•a Iw. 11)14 wK M1 WN1•Ipa ut M•MION).G\ b, NI WI/ ONv-Cw.yt N.M6ln+ra/L. erta IN: IAVnO,.WYD )»r01x M.rf n>SMC M>NCvr Gl:t r.p l M! 1/I117"ISOI IIMI Job Address: Parcel ID: Type of Work: New SEP 0 7 2016 BY: - - CITY OF SANFORD BUILDING &FIRE PREVENTION PERMIT APPLICATION EP41 Io a 19 ka Application No: Documented Construction Value: S Historic District: Yes No oy– to 9y 5 — f5 _R*+L)Lfe S Residential Sf Commercial Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: Title: Property Owner Information Name—r— morri S Phone: Street: Resident of property? City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421)( a, Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Name: Street: City, St, Zip: Bonding Company: Address: Fax: (770) 941-9522 State License No.: CFC1426562 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FRC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5ib Edition (2014) Florida Building Code Revised: lune 30, 2015 Pennit Application Re'CJ\./0Cd-y s NOTICE-: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that All work will be done in compliance with all applicable laws regulating constrtt ton and zoning. pf-. —ed #'b ' Signature of Owner/Agent Dale Signature of ntraclor/Agent ate Print Owner/Agent's Name Signature of Notary -State of Florida Date TONY MAHAFFEY ttttuwltl,u,nu, Print Contractor/Agent' Name Es fARr ignature or Notary -State of Florida Date Amy PIRGIAAEORInG JUNE 8, 2020 Owner/Agent is Personally Known to Me or Contractor/Agent is V1 Personally Known to W Produced Ili Type of ID Produced 1D Type of In BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[-] No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Reviwd: June 30, 2015 Permit Application 0) NORTHWEST PLUMBING BID DATE Jurre 6.2014 REVISED March 23, 2015 BUILDER TAYLOR MORRISON HOUSE TYPE REDWOOD SUBDIVISION DISCOVERY SPEC LEVEL TOTAL CONTRACT $5.685 FIXTURE TYPE COLOR 0 COST MASTER BATH: TUB WA $0.00 TUB VALVE MA $0,00 WASTE AND OVERFLOW WA $o.00 TEMPERING VALVE WA $0.00 SHOWER ROYAL 6042 SHOWER BASE WHITE I $252.00 SHOWER VALVE MOEN BRANTFORD 2152C C 1 $89.32 EXTRA SHOWER VALVE WA $0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE I S87.71 LAV GC UNDERMOUNT 2 $0.00 LAV FAUCET MOEN BRANTFORD 6610C C 2 $156.43 POWDER ROOM: TUB MA $0.00 TUB VALVE WA 50.00 WASTE AND OVERFLOW WA $0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE 1 $87.71 LAV STERLING SACRAMENTO PEDESTAL WHITE 1 $88.33 LAV FAUCET MOEN CHATEAU 64925 C 1 $68.03 BATH: TUB 5' WHITE STEEL TUB WHITE 1 $136.62 TUB VALVE MOEN CHATEAU TL -183 C I 591.07 WASTE AND OVERFLOW CHROME C I $0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE I $87.71 LAV STERLING V-19 DROP IN 2 $55.68 LAV FAUCET MOEN CHATEAU 64925 C 2 $136.06 BATH: TUB MA $0.00 TUB VALVE WA $0.00 WASTE AND OVERFLOW WA $0.00 WATER CLOSET WA $0.00 LAV WA $0.00 LAV FAUCET MA $0,00 KITCHEN: SINK GC UNDERMOUNT SS 1 $0.00 FAUCET MOEN CAMERIST 75450 C 1 $172.12 DISPOSAL BADGER V 1/2 HP 1 $78.00 BAR SINK SINK MA $0.00 FAUCET MA \ $0.00 WATER HEATER 50 GALLON RHEEM ELECTRIC ELEC 1 $282.96 HEATER PAN YES 1 $50.00 LAUNDRY ROOM: SINK WA $0.00 SINK FAUCET WA $0.00 WASH MACH ROUGH ONLY 1 $0.00 WM PAN YES 1 $50.00 SEWER AND WATER 1 $335.00 BACKFLOWS THERMAL EXPANSION TANK 1 530.00 CHASE PIPE 1 560.00 HAMMER ARRESTERS 1 $6000 CAMERA! SNAKE SEW EF MA $0.00 HUB DRAIN N/A WATER PIPE TO BE CPVC ANY BRASS CLEANOUT COVERS OR DRIVEWAY BOXES WOULD BE EXTRA CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: p _ ? a5 Documented Construction Value: S lD 00 Job Address: `'I`-t`I I 1 ,etyq DSL Y — lot i Historic District: Yes No WL Parcel ID: Residential a Commercial Type of Work: NewEg Addition Alteration Repair Demo Change of Use Move Description of Work: cS (at;. tX Ld Plan Review Contact Person: S Title: Phone: L-ki .535-aeo 4 Fax:gbJ- jF7, -3153 Email:h jekw - Cov>2 Property Owner Information Name mr hrr rj t 11L« h Phone:J P, Street: e2 1_i.Lru ciietn turtle, Resident of property? may' City, State Zip: M&Q P_• a.; 51 Contractor Information / / % Name I—T'ZoA.Ql c r' Phone: -t O -7- 6 ga 5 Street: rsco (_Q )GLU Fax: qDi- , 'S'' Jp City, State Zip: t L.(` State License No.: C_4C )' p/O Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'^ Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accura t all work will be done in compliance With all -applicable laws"reguli ing construction and tng. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID of Contractor/Agent Date P" OLA,Q- ntCo Name Signature of N ry-State of Florida Date wy;: CHERYL D AKERS c MY COMMISSION # FF998962 EXPIRES June 05, 2020 407) 396-0153 FloridalloIWScram.com Contractor/Agent is 1,.-" Fersonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes [I No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised- June 30, 2015 Permit Application OIN litm.."13VA I•Y) (Au) VepApr N>mt D •AI IEA N 1 DND Nli • EffaW. Dale S/13/101[ 11pnC t :/13/3Ellavi eu, tA:U vr•3Oar N{wmr T'4_ Dalt b 1M pl,rrb,fb A r 1Mr J IIXr bp QI^ :ry •J:Y,p r.e-li 't t M S'lna D.R. n L'JI nO1I 4^ to 4 •IN ^ N ll.l,n:ltf SpYh R.M p.w..•wl B D3» Cnll Sub/Pan/Old - - Iwll"1 IKm4w•2f. 0201" w.•ImuDnw,N WO W. N»Natd 1»tt0 NVC • Call IlOrblN DtI .Y Yt•I If O. uL CpNgloxwDt t ml/n •r Nn Mata N r IN 9020XIILW 1}110 w¢ lIW4Nr 9n.uurt.)M. NL CDn011tlMXDL pOun:I- l.n wtN Im tt>1m SHY wK 11l- DRAI.NNPAO NR LONNIUMNOLMnro, ,arwMUAe oM f mP• 1•»Nr0 ... Lw 1»110 wa INN..- DR Al. XNnr9 Nl mxaronxDL 1.11"I fMNrwlr H, 1-1510 wMIMII>..cw.n 00®,1. Nn]Awl 131110 w•C IN»,bM D(I+MR H4D\D,M WWIIIWNX^t J 0!1!71) MaN Yy Im LlL1J0 51,41.-1 13)150 •INK INWM wI.Ml r#•IYH: MICOxbrormWt ful W2):)t) 4»wt•I 1ry,- IAO SLfI:_.pG 4).W 11011"1 IKrr rwN•4r 1OOa0KK as•.wrIY D•r,t mOWn N••AArrrl 155110 MAC 11010"1"1 OR UR X4MG. A»CpxplWLp[GLAClL SM 0.161) WeMN,r Rr'O Lm 10ANm II,.Ym MC 11414- 94 uR XMN,G URCY.DtUrRNGt S,It mllb» Rw -Al NS I.NWI PurrFmA•at, IfOfal. rX.r..IML4rM 11010"10 lgtV Cw..Nur•OwG IF4t,n Mn I![ 1111-1 CNK 11014[10 OR 4R 1#11n4 AIR meP1WMYG. fN IHSS) OpA JYn1.IMK,nh-t M• NAr IAO so I.I1L1 1Nr.Mzf•p 1mW1>[ a rlrltbr__ RNVMrma _Opv 4.r.N rN NOwCr l.l l l4[ _ _ _ 111110 wC _ I{p,WN OR tIR W1TWp tIR LOFD.PMNDL woul-.1 OmY C • w_eornn l__nnrn.d IAO Slbm 100 1[611101 s.•.p mINN a_.•,cwrlRl prat _ tMIII"I Ht'AC WOONr YrnI Mn _ J»Ow r IS1IN M: 411 011 AlR XIAINAMR mr.0 nD4VWS mW S't INK v.1144W.nrrr>w_.NWIm• AM IW TIWm 1m 1.11"1 Ir r,MtN•rO, Olfmff GrNOnnlllp,I•a Nu •W1 ni'm INK NOMA- 013 All HCAn.l.,.1[LMIUNRIOL trrb 40»412 i - MAYA 1M SL.YW NA4W I521N C 1LOWYK NI u1"•PMS, A•R a4DIroMNc. fw 01.112 N»M.RN RAN 1m 3[•140 SU4W lwutot _ ..a _)039]0[ D,rAt»„gw,p[ RNuou] tMwrYmf e.,a,•.._ HHY w.c f19.4.IH ul Nr Nl^nxD.wmralot9A tw` NUN It r_•__ mT ltNH Yptl) 1101]101 r r-M.c3•.p o110KK Gn!C'on lRldry pIXv-:wrn.4n 0acb wy/[A4••14, _ _ _ Y ut W1LLu 14wrNA»•WID•IrYM1OM]/4_>-_ Ifn•A ^1- _- 114I4eN of, MR K.M.a R[MpiDx'rl:t IAO Oma^51-10 1101!!01 ..4. _ W)fmOC __ U••I•rtw Wlp>rrN 10-11112',[ SWy :•nr.M An,r OOwW IN/tl MrUn _ _ ah" wK •- IRONnw 11 All WINK, 1.1 CO allIm1.M]t SvL AN.I CAIv Cu.rnt urr rM rRCwOr lb•!•nbpl IAO SMA SYtm 1[1»[01-_- _ Wl10KK D.•N'+rr 111 :11, _ RMtlm}I rAu •ro/1x1,1 r Gwale ! 155110 M•K 1t>MNM DtIAAHMWG.'RLONG).... a Lt 01-1['7 IRM: vrM MRr+a,/lrwJl WW l0 4 11[12!>I wn .1 11110-11[ A4+.........lthbt 1101011 Nr. N.acl 1»t» wK-----tt'!Y•- Ofl UR nf.Ilxfi,NR mxNroxbwl at WINL7 NM YrJllrl W Im 10"10 4100# SLplm Y _ -- HS1Sp0NK SlDtlirRt O"A WA1W0 MR CONNIpxWOI SAL 1]Y'> Nb MeM 4»r 10 Psi] O 11011"1 _ 1]10bC r tll 1"110010 _ ONNanf ^ - _ 15113! _ M'AL__ _ 010,,"1 OR+VL 0AUN9 M11L01O1nOM••Dt W .III I T lw twom fppT 0.11."1 fly Ill MR xI•UxA MR [DN.11Wmif.. 11011]0«3 lnnr•nrslr 4• -]S)"KK F .nM,l 11tN,w RVMtU) Y.nVr RrNr rY_arrw IS1H0 w`c 1M 01-1331 SMO It- t;AAA a.*- v All, IAD _ 1 0 510-1 S!W SLm_ff 0[01"1 011 ur HNlnYr, uR COXOIIUxV•6 I SM W19M, nRA0 1 W 1W Z;O SYm11011"3 Ira wfrzfr.p 115001 M•KF•fnrl•Id.IN RN04"H frnON•,rl H)1» w.0 1["14-110 OaI V.WAIrND,AN COND0AO-49 k- Im NW S]10m110111011KmM.•3„Gr -!]1100[ MHN.- 1101 dr,Y RMw1Y0W yrol ..wnM An, O»Or IR Llir, )•ea d: _-_ _ __ Ifll]p_ INK TO:NL2 WIt Y».N Mrr Mnprlmryhu lnr-lka NV.0 If9WM WI UR W.1,Iq AN ONAW 011016 l mWLl ODIY•4n••/•nr /1 0&Whn LW N SM11/10)11-__NrrM,!Pldau[ Rwwll•pp- OAV GrrMA•ear/Wrtl Mrp_rtnhrn l4r __ _--H}lY tWtimlwK y- IfOANRi at, All 011103..40 CONDnWIUU L -Ila,01103!2 A vw_l__ y 1W 11310110HW1 ,gip _ 11YKK n••(p ll lN ... /Ir ra 6 rrr HtIN wK INllml IKM^r 4_])]SOIOt MaKM,r lRldut USIJmp NK twv Gnn']Mrn IS)W NVK It0.6nr,DR M]Nw)pp,NCONMO-4. 1i MP l1A,!_ W. D iSAp mum SI}TAp 1[11[01 IFNAA-A..tr ll"KK rr•rcn lRlfb,tlt OYm>r• N N-.1 lSll" NVAt W1rtM l -M. WAPAA MR mOMADION0. mORS!, 1„r MNr1 Lm ssmm NM Ht1SO NvC O.bYM l.#O WAnFAMR CONCRINING t al -I!1 lwa OAAA__ PAR- _•- lm skmAd INl}!m_ fKrNrer,•rp 1110"- r ,M_r lRl[a,w __ RMe0Wl0 Wrm_. _.___ ___ __-___ wW ARAM -I aK Iib W 0"111111101110[MR ODNDrroNN6l Ln0 _-1,w• _INA 1101!}01 1"110.01•."1-_1]1fOKK IrIC+•rv_`_ Otllil M.0 RN Mrb`narn -`--_HHN NY)2 Ub DR W l0i Mf ODNNTRIJAN9 L W 0110-1} w4enrM Nt aNn -_by 10 LAC_ nm 1661]"1 PMAAw1.- 117")0[ r•ron 111t•rK 11001001/1 NnDnUrl I.I. 10,01, Ilyic WN,4M UL- !eMOG •A WVpPOnN6 l u... 00111[1 pi.ON1n1_ ARr 16 SNm Nm 1.11101 IKnMMI,.p 1]11010[ Nnitl_,w RMwI»OO1 D9lY Cwn,t1rrOwpr Wrrgfrn M th[_ _ JUH1a 131110 XVK YGWM m1•#R I4AlWp•.aN ONIY:IOFY,Gt N 011.5;) OMV:! •N M•Ornpl ,11[•!10: Rny Im sIwAC t/N w,t 130140 OR •D WAnNLL AN COxO11CRNGL - SM.- 0110]3] LO0 SI•.pAO_ fl"le1103310111)"10 Ill.Im Irld•w_ Mvm•%Y 0011•-Cw,ytA,r. .lw•RMIG1a•;[MrvrNb[ wa n•/I4W 0"11.41661111111Mwr•e1•.p mIN NRC oI.. K DR•uR ".111040 MICOVYipNN6tMR L•` K ViMMYrwnN/140YOwJM bw. AO I- imm 1.1)103 IyrLrrl.R. •p luram vh[nN•I<r Nltlnm 1101[vn WON..[ N»10"11 111130 XVK 1611r4.N D11.#RH4N•L MImr1Y10Nr161 b mlRAM) IN NrA•WI IW S].N{W 51661-1." fxYRpl)1 IIIIY NV AC ltp,lr.br pA1uR 1040104 tIR CUNDpUMN6L W S!l 1 1W WIN. hyla 11011101 IN-•rbaM. ri _ LA"C _ 11110 k M R»n _ - -•__ 131110 wK Im,bxM 00"111 XUPNO, NR CONO11gNPOt WINISI W,Mrr_TYrr, Raam IAO SRN 1t NNtt 11011"1 Iw-Drwlrq I/[NKK SW r_rrrnrr lRld[IN RM»wm1 ONvLwrrN RrNOwp =Krtn h_, [T -- - ---w_- 1111. H]1N wK IL - DR+, WASOIA aJI CO1IDIIIpNW6t 01"112 OON-Cc•» __011wKm. hr-• Tlipm 7"m 11011"1_-- »x, •p H1WKK tYWKK lMnrrwry lLl dan Wurw,xrlRl dl[N MSMr•O Ogv.CwnN 66&"11 roll M,rr/0.>npnNlWLfMIM M'A[y,n, Marww•/NW UMrh. w•C lMAY ORANMAN4.IR CONOIIDMX6L MIM! DqV 4wM NvMaO0.MrIMRnr y.t Im• N,W TI Op 1.10101 FSH. rp isn. - wAC 1tN4- OR .OIa.PN4 RY mi.arom>b6{-M mlmul,INK VeM rsia.aw /btfYN,W p IAD »Nm S1mm 11011"1 INri•r3.1p 1110UC PbrmINRIOr„a 001ar. NI.Mr.I N»nY41114uIu•K Ir.nl. V•r.rr 1141 HH. IAV,c 660.4["1 OD -AL 10411104 MR RrUnWNNGt MrL. WIN." NIIIAWI(;C) R,lA ICO y • ! 131310 M'K 11101,[11, OR Ma W.nNA M]Cp2111DMN4l_ LO 101"4 4AtYM(IYI 1 tA,AA laD Luta m MVAC 15044» DH MR HNnN6, MR CIxIRIgNW6a 1661.[' W1JtU0 v.t nI M.DNN3r,Va/tr1 MR•Lh11[1101 1166."1_3•f[r_ IL1IM0 _ fuM.nNRlprvrr _ 11"1101•0] Op1_V.rwnrNA_n,IMGIwNIr. rn> ['N _ _ __ - -_ lyy Ilp 3100_" t.fllH 1K.NA_4 T • 11"1010[ Srm»INrll Cly. RuttJO11 N•{ RNNSNOpR D.Y.[wrr•C,116614-1•1 11[1166/rn A. ttc _ ISH. 1»I. MViC _-_- IOD fH0 1"m 1300110"11,"1 of, MRNunN6, MC CDN-.-.. m11:t 00v 4..rN/W,ROnIp N./4l I0,SR wRC IW4M. OII MR XI•Prmy.IRC0 MMn!!E1 0101[ IMIw_- IN•K1641[01 1KrnbNlr» r 1101"10 :N•ron I41II d,M_.r,t MMWr •T--__-_- _ -- Htl. NKA-_ ILO.4Nr mlwRWnN6,AN tlNN110xY16t- Sltaelmi N,. ur.lIN»Wl 1MKrnslr SO, p•m 0•wOroIRIUltrk 001010 0,»Asa. IN A,S 1,-1330 1»IN NV.0 UAAAAWt 0!1•"11W.WIQAN"Noiloo-', fib• 01-1.1 NN IAO_ NS)t Kul" 1/2150 NJK 1010""1 OtI 1. An.2 Ma WOAOSF ARAAGI L!WIIN._ OOIY•Mw•N.nr ONWlrwt/f M.-!y[ by IN SMA SROMIw»ml INrr»r ]but WINWC p.NxKnIRI ` -AAMAA W 90.V•Lw r•i.W.O.Ay,'m V/.AAA. M 11011"1 110101 Ir SOr __016600[ O.r..r.I lO p_. _ Ix»wmt OD:Y-Cpr na r/wMUurp U/[rIM.IM 1]]110 rNK 13441211 CII Ad113111N6,NRC01]DPWtYRRt all, 1 ORAV Cw•.s•n.1110 fIMOrINmr Lm ORIONSROM 111:101_ tbnnwwl'lp _ W)I^O[ O•rN'YIY d,uJ. alum, _WK Y•r, m7NWMOwuN-_--___--^-•1!}110 xVK 100&166 OfIMRW m. MR COAital4MN6l TW1wit IN.C•yiN Ysw....IMW IaOrW., LrIN, 1Ap Im p0 1»Ib wK 1{010-110 MNHI•nN6 WCm1glONwGI 1J 0-110:1 111.[10 lm 59,.110 104[101..1[1 iKrnMOr,.r 1104+01 fJ.nu(1!rY.r OmWare Sw MNNN RMCGaf 1])11 wAG, IfAbtR. CR M-IMl aMROpbIY1WMx0. Ill Ditti Nr -1 SAO Mlim kmaw wa[ 010.["1 DR -MR 0101126,"11 [OYORION" t•__1bL 41.01.[ f1npa D{Iw+GrLM•Osnj1 - 7 AO SIOfm OLm16611"1 MMwrn.•.• I10T0.00 [.nnl•lIWa 6r+St Up+wlYrlM•rw,:.•Y•--__--_.-.----IfHN Ittlll» IFNrirro.<. 31WNaCcfM.nllld,r! 1"15101003 Op:vCwrN Mu OMOr lrwnl/rn hrr lkr w.[ 1""166-11..1 YRII[1PNO, Ye [0x-1,"10"16{ N 0110... 00V.fawnJM•OY>I)wbm M.•I4c Lrrn IW i fOM 11111[1 101..•1 fYr_ 1004[ lnnolMib„t R'Awl,.mt 9D:v•[n_a Rr >-M,tgrDrlw/I•I•rHb[ I»I. Ul1N NK ISDN,- aft MRWA11HA.Y Cpv0ltCxOLI 5* 6 0.1 CwerN.•r. NNre Owp IN/.bulb- In S 1-1040 IlW1 Pwwr er1"100 IYAONIdnt-l b.I1L)1 N.C-VrnrMWrrw/HW nJ,W 1311" NI.0 IWlblh r t•uRWA1.AMRCOV0o(; t 1A 013AA.6 IN•[ WK VN•.a•w!I4.tNOwY, 1m 11.0 110»"1 :N•w•w••1M 1lloot Mar•. Nl.lGbu Omm:N MrAR.OrI 1110 INK 1"1•&1110 mlMYlrtAIhbA MRCONDOWNe1G. SAO, 0)14{ Mw'AWN IAA ONIM NAI 6666 MK IM.1rYK OlL u1 HlAPpA UR OOVOnV2NArGl SJ RAQN.1 I—, RMI" I 1f Nim 1 1 1 1L[r .Nr,ol lnJbh 13301" uwr•Or 1110066, RMVK.Wf 01}v-rw+••n An• WIG1A. 112 Mr IMI •_• - - - --- 5066" f»IN wK 110.41"1 all MR nNIW4 uR C0Y Wll AGL 1 R, mtWli OOIV CweNt M•W,G lrnrylbl rnr ln: RM IAII 41104) V lyrr(4.YM1t Man)C!r Da:t .,p 1 rl i Nlf/)Dla 1121•,1 SEP 0 7 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION BY:—a- PERMIT APPLICATION P*':16 —a) 95 Application No: Documented Construction Value: S v Job Address: Li Li Parcel TD:"f%arin Type of Work: New Description of Work: NEW RESIDENTIAL PLUMBING Historic District: Yes No Residential El Commercial Demo Change of Use Move Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name7TI C>1d Phone: Street: Resident of property? City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x at09131.. Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this _jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FITC 105.3 Shall be inscribed wilh lite date of application and the code in effect as of that dale. 5i° Edition (2014) Florida Building Code Revised: June 30, 2015 Pctmit Application RedyJoodl t NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 1 certify flint all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. i Signature of Owncr/Agent Date Signature Contractor/Agent ate Print Owner/Agent's Name Signature of Notary -State or Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID TONY MAHAFFEY Print Contractor/Agent's Namc=`tis ISN /G ignalnre orNo ary-Stale of Florida Dale EXPIRES GFo?,GIA JUNE 8, 2020 Contractor/Agent is —N/— Personally Known to Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No[] APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: FIRE: WASTE WATER: BUII.,DI.NG: Revised: June 30, 2015 Permit Application J ` NORTHWEST PLUMBING BIO DATE June 6.2014 REVISED March23.2015 BUILDER TAYLOR MORRISON HOUSE TYPE REDWOOD SUBDIVISION DISCOVERY SPEC LEVEL TOTAL CONTRACT $5.685 FIXTURE TYPE COLOR N COST MASTER BATH; TUB NIA $0.00 TUB VALVE NIA $0.00 WASTE AND OVERFLOW NIA $0.00 TEMPERING VALVE WA $0.00 SHOWER ROYAL 6042 SHOWER BASE WHITE 1 $252.00 SHOWER VALVE MOEN BRANTFORD 21520 C 1 $89.32 EXTRA SHOWER VALVE WA $0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE 1 $87.71 LAV GC UNDERMOUNT 2 $0.00 LAV FAUCET MOEN BRANTFORD 66100 C 2 $156.43 POWDER ROOM; TUB WA $0.00 TUB VALVE WA $0.00 WASTE AND OVERFLOW WA $0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE 1 $87.71 LAV STERLING SACRAMENTO PEDESTAL WHITE 1 $88.33 LAV FAUCET MOEN CHATEAU 64925 C 1 $68.03 BATH; TUB 5' WHITE STEEL TUB WHITE 1 $13662 TUB VALVE MOEN CHATEAU TL- 183 C 1 $91.07 WASTE AND OVERFLOW CHROME C 1 $0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE 1 $87.71 LAV STERLING V• 19 DROP IN 2 $55.68 LAV FAUCET MOEN CHATEAU 64925 C 2 $136.06 BATH; TUB N/A $0.00 TUB VALVE WA $0.00 WASTE AND OVERFLOW WA $0.00 WATER CLOSET WA $0,00 LAY N/A $0.00 LAV FAUCET N/A $0.00 KITCHEN; SINK GC UNDERMOUNT SS I $0.00 FAUCET MOEN CAMERIST 75450 C 1 $172.12 DISPOSAL BADGER V 1/2 HP 1 $78.00 BAR SINK SINK WA $0.00 FAUCET WA \ $0.00 WATER HEATER 50 GALLON RHEEM ELECTRIC ELEC 1 $282.96 HEATER PAN YES I S50.00 LAUNDRY ROOM; SINK WA $000 SINK FAUCET NIA $0.00 WASH MACH ROUGH ONLY 1 $0.00 WM PAN YES I $50.00 SEWER AND WATER t $3.75.00 BACKFLOWS THERMAL EXPANSION TANK I $30.00 CHASE PIPE 1 $60.00 HAMMER ARRESTERS 1 $60.00 CAMERA/ SNAKE SE W EF NIA 50.00 HUB DRAIN N/A WATER PIPE TO BE CPVC ANY BRASS CLEANOUT COVERS OR DRIVEWAY BOXES WOULD BE EXTRA k o 4 Job Address: Li Parcel ID: Type of Work: New zCYX-I CITY OF SANFORD SEP 0 7 2016 BUILDING & FIRE PREVENTION PERMIT APPLICATION RNcrqb2___.a_L_=A-!PpPI1Cation No: Documented Construction Value: $ '5tp J Addition Alteration Repair Description of Work: NEW RESIDENTIAL PLUMBING Historic District: Yes No Residential 9 Commercial Demo Change of Use Move Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name a O Mokodson Street: City, State Zip: Phone: Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Name: Street: City, St, Zip: Bonding Company: Address: Fax: (770) 941-9522 State License No.: CFC1426562 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YO11R NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must he secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, healers, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with flit date of application and flit code in effect as of that date: 51b Edition (2014) Florida Building Code Rcviwd: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit 1s verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current TCC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Dale Print Owner/Agent's Name Signature of Notary -Stale of Florida Date Owner/Agent 1s Personally Known to Me or Produced ID Type of ID Signature of ntracturlAgenl ate n 1111Contractor/Agent is V Personally Known to Me or Produced ID Type of In BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES. FIRE-: Fire Alarm Permit: Ycs No WASTE WATER: BUILDING: Revised. lune 30, 2015 Permit Application Aw . 4 NORTHWEST PLUMBING BID DATE REVISED BUILDER HOUSE TYPE SUBDIVISION TOTAL CONTRACT June 6.2014 March 23.2015 TAYLOR MORRISON BIRCH DISCOVERY SPEC LEVEL 55.344 FIXTURE TYPE COLOR N COST MASTER BATH: TUB WA 0.00 TUB VALVE WA so,00 WASTE AND OVERFLOW WA 0.00 TEMPERING VALVE WA 50.00 SHOWER ROYAL 6042 SHOWER BASE WHITE 1 252.00 SHOWER VALVE MOEN BRANTFORD 21520 C 1 89.32 EXTRA SHOWER VALVE WA 50.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE 1 87.71 LAV GC UNDERMOUNT 2 0.00 LAV FAUCET MOEN BRANTFORD6610C C 2 156.43 POWDER ROOM: TUB WA 0.00 TUB VALVE WA 0.00 WASTE AND OVERFLOW WA 0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE 1 87.71 LAV STERLING SACRAMENTO PEDESTAL WHITE 1 88.33 LAV FAUCET MOEN CHATEAU 64925 C 1 68.03 BATH: TUB 5' WHITE STEEL TUB WHITE 1 136.62 TUB VALVE MOEN CHATEAU TL -183 C 1 91.07 WASTE AND OVERFLOW CHROME C 1 0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.2B WHITE 1 87.71 LAV STERLING V-19 DROP IN 1 27.84 LAV FAUCET MOEN CHATEAU 64925 C 1 68.03 BATH: TUB WA 0.00 TUB VALVE NIA 0.00 WASTE AND OVERFLOW WA 0.00 WATER CLOSET WA 0.00 LAV WA 0.00 LAVFAUCET NIA 000 KITCHEN: SINK GC UNDERMOUNT SS I 50.00 FAUCET MOEN CAMERIST 754SC C 1 172.12 DISPOSAL BADGER V 1/2 HP 1 78.00 BAR SINK SINK WA 0.00 FAUCET WA 0.00 WATER HEATER 50 GALLON RHEEM ELECTRIC ELEC I 2B2 96 HEATER PAN YES 1 50.00 LAUNDRY ROOM: SINK WA 0.00 SINK FAUCET WA 0.00 WASH MACH ROUGH ONLY 1 0.00 WM PAN YES 1 50.00 SEWER AND WATER 1 5335.00 BACKFLOWS THERMAL EXPANSION TANK 1 30.00 CHASE PIPE 1 60.00 HAMMER ARRESTERS I 60.00 CAMERA/ SNAKE SEW EF NIA 0.00 HUB DRAIN N/A WATER PIPE TO BE CPVC ANY BRASS CLEANOUT COVERS OR DRIVEWAY BOXES WOULD BE EXTRA W it SEP 0 7 2016 g. _ CITY OF SANFORD BUILDING 8 FIRE PREVENTION PERMJT APPLICATION I to -awl3 Application No: Documented Construction Value: S 5(1i'5— Job b5 Job Address: H'51 Y00l_i gA Historic District: Yes ElNo Parcel 1D: Y>2 1 1uu'). — ' n re Residential Sf Commercial Type of Work: New 56 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name , Phone: Street: Resident of property? City, PStateZip: t Contractor Information co Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State "Lip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON TIME JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 undersland that a separate permit must be secured for electrical work, plumbing, sil;ns, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed wills the date or application and the code in errect as or that dale: 51b Edition (2014) Florida Building Code Reviscd: Junc 30. 2015 Pcrmit Application ow NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Lair, FS 713. The City of Sanford requires payment of a plan review lee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured oll'the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of ntractor/Agent to Print Owner/Agent's Name Print Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID T G _ ' 'EVtREs of Notary -State of FloridV Io GEORGIA JUNE 8.2020 1111", Contractor/Agent is 1Z Personally Known to Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building E-lectrical Mechanical Plumbing[] Gas[:] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVAI..S: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application A NORTHWEST PLUMBING BID DATE REVISED BUILDER HOUSE TYPE SUBDIVISION TOTAL CONTRACT Juno 6. 2014 March 23.2015 TAYLOR MORRISON BIRCH DISCOVERY SPEC LEVEL 5.344 FIXTURE TYPE COLOR N COST MASTER BATH; TUB WA 0.00 TUB VALVE NIA 50.00 WASTE AND OVERFLOW WA 50.00 TEMPERING VALVE N/A 0.00 SHOWER ROYAL 6042 SHOWER BASE WHITE 1 252.00 SHOWER VALVE MOEN BRANTFORD 2152C C 1 89.32 EXTRA SHOWER VALVE WA 0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE 1 587.71 LAV GC UNDERMOUNT 2 0.00 LAV FAUCET MOEN BRANTFORD 66100 C 2 156.43 POWDER ROOM: TUB WA 0.00 TUB VALVE NIA 0.00 WASTE AND OVERFLOW WA 0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE 1 87.71 LAV STERLING SACRAMENTO PEDESTAL WHITE I 88.33 LAV FAUCET MOEN CHATEAU 64925 C 1 68.03 BATH: TUB 5' WHITE STEEL TUB WHITE 1 136.62 TUB VALVE MOEN CHATEAU TL• 183 C 1 91.07 WASTE AND OVERFLOW CHROME C I D.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE 1 87.71 LAV STERLING V•19 DROP IN 1 27.84 LAV FAUCET MOEN CHATEAU 64925 C 1 68.03 BATH; TUB WA 0.00 TUB VALVE WA 0.00 WASTE AND OVERFLOW WA 0.00 WATER CLOSET WA 0.00 LAV WA 0.00 LAV FAUCET WA 0.00 KITCHEN: SINK GC UNDERMOUNT SS I 0.00 FAUCET MOEN CAMERIST 7545C C 1 172.12 DISPOSAL BADGER V 1/2 HP 1 578.00 BAR SINK SINK WA 0.00 FAUCET WA 0.00 WATER HEATER 50 GALLON RHEEM ELECTRIC ELEC 1 282.96 HEATER PAN YES I 50.00 LAUNDRY ROOM; SINK WA 0.00 SINK FAUCET WA 0.00 WASH MACH ROUGH ONLY 1 0.00 WMPAN YES 1 50.00 SEWER AND WATER 1 335.00 BACKFLOWS THERMAL EXPANSION TANK 1 30.00 CHASE PIPE 1 60.00 HAMMER ARRESTERS 1 60.00 CAMERA / SNAKE SEW EF NIA 0.00 HUB DRAIN N/A WATER PIPE TO BE CPVC ANY BRASS CLEANOUT COVERS OR DRIVEWAY BOXES WOULD BE EXTRA A 879 SEP 07 2016 o CITY OF SANFORD BUILDING & FIRE PREVENTION P RMIT APPLICATIONIF* ) (e=alga Application No: Documented Construction Value: S 5&a_6 Job Address: H ): C;WrAel Historic District: Yes No Parcel ID: -flinrnhrooke Iy I — IS flf-AlAy`ec, Residential Rr Commercial Type of Work: New EK Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Name Street: City, State Zip: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-542L&10K_ 0K_ Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip Name: Sheet: City, St, Zip: _ MABLETON, GA 30126 Bonding Company: Address: Fax: (770) 941-9522 State License No.: CFC1426562 ArchitecUEngineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made; to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, larks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 56 Edition (2014) Florida Building Code Revised: June 30, 2015 Pcrmii Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit lees when the permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construe ton and zoning. Signature of Owner/Agent Date Signature of C ractor/Agent to Print Owncr/Agent's Name Signature of Notary-Stute of Florida Date TONY MAHAFFEY Print Contractor/Agegt's i ta"t g j' EXPIRES 6 GEORGIA of Notary -State of Florid Dat¢ JUNE 8, 2020 Owner/Agent is Personally Known to Me or Contractor/Agent is N/ Personally Known to Me or Produced II) Type of 1D Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[:] No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: lune 30, 2015 Pcrmit Application NORTHWEST PLUMBING BID DATE June S. 2014 REVISED Maich 23. 20 15 BUILDER TAYLOR MORRISON HOUSE TYPE REDWOOD SUBDIVISION DISCOVERY SPEC LEVEL FIXTURE TYPE COLOR # COST MASTER BATH; TUB WA S0.00 rUB VALVE NIA 0.00 WASTE AND OVERFLOW NA 0.00 TEMPERING VALVE NA 0.00 SHOWER ROYAL 6042 SHOWER BASE WHITE 1 252.00 SHOWER VALVE MOEN BRANTFORD 2152C C 1 89.32 EXTRA SHOWER VALVE NA 50,00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE 1 87.71 LAV GC UNDERMOUNT 2 0.00 LAV FAUCET MOEN BRANTFORD 6610C C 2 S156.43 POWDER ROOM; TUB NA 0.00 TUB VALVE NA 0.00 WASTE AND OVERFLOW NA 0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE I 587.71 LAV STERLING SACRAMENTO PEDESTAL WHITE 1 88.33 LAV FAUCET MOEN CHATEAU 64925 C 1 68.03 BATH; TUB S WHITE STEEL TUB WHITE 1 136.62 TUB VALVE MOEN CHATEAU fL-183 C 1 91.07 WASTE AND OVERFLOW CHROME C 1 0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE 1 87.71 LAV STERLING V-19 DROP IN 2 55.68 LAV FAUCET MOEN CHATEAU 64925 C 2 5136.06 BATH; TUB WA 0.00 TUB VALVE WA p•00 WASTE AND OVERFLOW WA 0.00 WATER CLOSET NA S0.00 LAV NA 0.00 LAV FAUCET NA 0.00 KITCHEN; SINK GC UNDERMOUNT SS 1 0.00 FAUCET MOEN CAMERIST 7545C C 1 172.12 DISPOSAL BADGER V 112 HP 1 78.00 BAR SINK SINK WA 0,00 FAUCET NA 0.00 WATER HEATER 50 GALLON RHEEM ELECTRIC ELEC 1 S282.96 HEATER PAN YES 1 550.00 LAUNDRY ROOM; SINK NA 0.00 SINK FAUCET NA 0.00 WASH MACH ROUGH ONLY I 50.00 WM PAN YES 1 50.00 SEWER AND WATER 1 335.00 BACKFLOWS THERMAL EXPANSION TANK 1 30.00 CHASE PIPE 1 60.00 HAMMER ARRESTERS I 60.00 CAMERA/ SNAKE SEWEF NIA 50.00 HUB DRAIN NIA WATER PIPE TO BE CPVC ANY BRASS CLEANOUT COVERS OR DRIVEWAY BOXES WOULD BE EXTRA 00 ash C'x'r e}y; SEP 0 1 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION F D Application No: G Documented Construction Value: S 1—:5— Job Job Addre Parcel 1D: Type of Work: New Addition Alteration Repair Description of Work: NEW RESIDENTIAL PLUMBING Historic District: Yes No Residential Sf Commercial Demo Change of Use Move Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name 01/ t8oyyl sby-) Street: City, State Zip: Phone: Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Name: Street: City, St, Zip: Bonding Company: Address: Fax: (770) 941-9522 State License No.: CFC1426562 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF 1'OU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FRC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5i° Edition (2014) Florida Building Code Rcviscd: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be tbund in the public records ol'this county, and there may be additional permits required tom other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured of the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. lkfv j i tv Signature of Owner/Agent Date Signature o ontractor/Agent Date Print Owner/Agent's Name Signature of Votary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Ageni'sName ` N'` , _ G" v tt slA y Signature of Notary -State of Florida JUNE 8, 2o2o - 1GLL nrnnnnnata Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[_] Gas[] Roof Construction Type: Occupancy use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTI LITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2013 Permit Application r d e NORTHWEST PLUMBING BID DATE June 6. 2014 REVISED March 23. 20 15 BUILDER TAYLOR MORRISON HOUSE TYPE REDWOOD SUBDIVISION DISCOVERY SPEC LEVEL FIXTURE TYPE COLOR N COST MASTER BATH; TUB N/A 0.00 TUB VALVE NA 30.00 WASTE AND OVERFLOW NA 0.00 TEMPERING VALVE NIA 0.00 SHOWER ROYAL 6042 SHOWER BASE WHITE I 252.00 SHOWER VALVE MOEN BRANTFORD 2152C C 1 89.32 EXTRA SHOWER VALVE NA 0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE 1 87.71 LAV GC UNDERMOUNT 2 S0.00 LAV FAUCET MOEN BRANTFORD 66100 C 2 156.43 POWDER ROOM; TUB NA 0.00 TUB VALVE NA 0.00 WASTE AND OVERFLOW NA 0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE 1 87.71 LAV STERLING SACRAMENTO PEDESTAL WHITE 1 88.33 LAV FAUCET MOEN CHATEAU 64925 C 1 68.03 BATH; TUB V WHITE STEEL TUB WHITE 1 136.62 TUB VALVE MOEN CHATEAU TL• 183 C 1 91.07 WASTE AND OVERFLOW CHROME C 1 0.00 WATER CLOSET STERLING WINDHAM ELONGATED 1.28 WHITE 1 87.71 LAV STERLING V•19 DROP IN 2 55.68 LAV FAUCET MOEN CHATEAU 64925 C 2 136.06 BATH; TUB NA 0.00 TUB VALVE NA 30.00 WASTE AND OVERFLOW NA 50.00 WATER CLOSET NA 0.00 LAV NA 0.00 LAV FAUCET NA 0.00 KITCHEN; SINK GC UNDERMOUNT SS I 0.00 FAUCET MOEN CAMERIST 75450 C 1 172.12 DISPOSAL BADGER V 1/2 HP 1 78.00 BAR SINK SINK NA 0.00 FAUCET NIA 000 WATER HEATER 50 GALLON RHEEM ELECTRIC ELEC 1 282.96 HEATER PAN YES 1 550.00 LAUNDRY ROOM; SINK NA 0.00 SINK FAUCET NA 0.00 WASH MACH ROUGH ONLY I 50.00 WMPAN YES I 50.00 SEWER AND WATER I 335.00 BACKFLOWS THERMAL EXPANSION TANK 1 530.00 CHASE PIPE 1 60.00 HAMMER ARRESTERS I 60.00 CAMERA/ SNAKE SE W EF NA 0.00 HUB DRAIN NIA WATER PIPE TO BE CPVC ANY BRASS CLEANOUT COVERS OR DRIVEWAY BOXES WOULD BE EXTRA r 3-60 i31J}OI,Ik6mml (AUI (LYI V<n0rr Nam. OEL.AIR HEAT114. AIR COAIDIFIONMGEII<Ctly DO 5/77/1016 lAw 1 1LwE. 1mP7S'< sns/latf dUl' W-4.,]Ifr4tun U3 11)1130 Cb+'r aY .@olL•7Pl [w _.l'V•U,-.•ya rMEUrCINwgk>ni4inllvo Oal< Wllnl IArr•.Ywl.:). Iu10 WK IfWIrkN Kl4l KAflnO Y. mNOngw.OL Y 1111:] 4.44441 1 1 4'+N IYllnl 11A.nanP.:1a Iri10110 l+wa WRlOwr.w ONO . Yrr•wM till% WK t"W mLL KAn.O AIA (0NOI110MNLL{ Y 11:1!1 M4MN•t W KIY10 SSOTID ISIIY WK IfW4.f. pLL 4..Wn.6.•1. w_110 . & Y_ pU1f:}_YVLW_ T••-_ All Ill" IYIINI irr b"3>ril 111%It0 4Nw WIt10•ai.•n OO fK Y4 W41 131111 CIfW4kN OY ULa(anAR •Y ODNPigWTrL Y 01111.1 44f1>41 by t 100 NI'0 NIUA_0 f441.14 131110 IrvX S 1_W_4M_ Ofl_+uL rOaTALL YLmIp1101P1LL{ Y_ mU}l:; Yr W_+•1 _ yy b- 1_dl Sip/10 33.43.10 IYIInI IW.Yra1l..(. IO.O1K Lr.l4aa lV 0.r4 OOnOrar lar wW.l I1tlp WK fW4M OR Y•.Y.:O. aN OMpigLlf3L 14 14 ma.311 Yr LI1.1r L. 7alli. AWN V 1111. C U_ OY 4i+U1w4 LILCMP19NTuL f_.Ila)11 VV hI _ Y•r 30 V1050-Imm- WUlOI n++.1•r.++f +Ca 1 0lOIK_ w.. f IGRaa 4w11am1 Ogv.G_N L.OnO.IWaIW hn•ILr__• IftW WK IW4vN KL 4i M.Nn, Yf m.ainrnVOL W mtN)1}+`Uar Cnrrft 4r..MP•I.A!w h.. o.a Lw1 Ap fW. SISLm IYllnl__ ikVys:.f0._ n 13C trrlN(.a=_uvlNLmf_ OO1V CrvrN.m.MAOMG I.f(4< INLY WIL IWWN OR U. N.Tlp. ul mNdlgAOgf IHSS) lMIV•ur•r1+. N•AOwO•tilluhfM 10 sm. Nnm WIINI :AV+1r.11. L0. I..a1 n.a)wtWOaark f J011 rr1NLY MK•v«rNwrran/•Ia.M1OwaW ININ WK tNNM OR UA watun, YO mLdnONwtrS ml"Sal WK v.N fY!_!hy xOwv<a ip 10041t)SM 1461= 14r•a.«I..p n}pNC WrNCr.n Nlt4au_- 0> 1 UTp WK IOOlhbhr Yla1i.YTNO, YL Q1.LIg1:wOL Y 111$$1 Illm IID fm%. S4j s iW.:ll I,. C If3rYMr OR L+wlanxLL-Vf mMdTOLMGt LN p_1Y_9} •• Yr"rirr --••_- R 10 Sm" KIS tYllNl i 1.10. _.41.4104 OuYPr•I•If41Y Y.La>w•• _ 6571.4 IrvK lswu V_Ott of MlaTVq ul C0ud11U LVOT Y_WIN:17 Mn- L IA SwUl 44677 IYIINI Ir+•-Y"t. aN 11:5011[ o.r.K•«nlyr a..M 4N AfW 1/p•_r 14 It/1N YrvX IW.kN an YL KLM1.•L+mOpIgNwOt Y 01:7 OOIV WrN u"MO•lM•ihk hu•d 110 fIN YNp 1.411.41 iM+b«__+!0. N11UOt U.MIw"ICNas iN'_4m) w AMtt.111 Ot!{v _> N.r NMdI./({h.rL14 ININ WK IL YhFN OP (n 10LIW{,aftANYrgItWLL4 Ire pIllis OOty-(.wnfu«.TNGwalLrt4fgl 1. Usl M, SIU. I661lnl17+Vw•a LJa 1 1011.0( • Vr_+1_I!Ilaw_ WL, -n• m/n r_OVdn M+O Hllff rNKif?4YL. OR aPNUnNq •'«OOdrgNOq{ Y mIYf:J rvX WNYaVfwar}WnOwrW Y4>1.•17.00_4100/ 1111:111 Iw.a«ae.A 41iC L.\11.4.1.1 Waa. 1®Yt. tar L+efcl ININ WK 10N.M OIINR"W0. NfpIPJllpgrgL Wf17 pP- 1•a•p 100 160"m fLOYm I_S7151 WK tw..lk IDIMNI 1371!.1 Y4 KJ< Mw IN LIONm Wall, IYllnl herN.r.l. aA 111Ngf ININ MIX f01h1Y OLL 4t.•TN{, UII'A.algMrnL 0.6.4+1 1••r -• IID fNm sm IYllnl .. t.1<r _ 1tJYlOC N.nNur l<ICVIas LVp_Ul 0«w hV.•.uA Y4wr -_ IS11•N __WaC ODY4N Kl of u[(AYQN4MgrtgMn. 9W IY.Yr4wirw wVk N•n 4g t]0 saw Ip1/0 IYIINI h_w.4s1r .:1 7Lf0_p( wNhna Nl Ofas L_NOA0103 OPrrl ININ WLC I/OrbfN Kl 4f W."m Y(CO{OIIg4wLL a Y_ I1J1t_h_.p1• 1 _ W_ • I/ Im will fYA7 144II211 1-1- IIlYOK MAO _••- luvnY C.a _ OOMf0-_-__--till" IYK WbN NL1 OOl:N h_ SI fIN. W,Inl 13710 I,% WK 1O - OPMw.liagWOWOn'OrONO 4 SW 11(L•J OOIa- Cwnn4Y«.I1a'a0 dc01 WM- L. S)%M Y Iffllnl 11_ru.l.h _111KKK•1LI u.•w_ 4aNNV••Ifl ixtlWl NLC l f 410/ IiNWM«_•••" M_ 1+a1NF 171.410[ yaJr wt. -So" 13}W WK 6 1 m 1t;mm 1f IIYYIIIINNII 30100 0004 U1. NTN WK lmN IW!t YN- 0'k I'm SfJpm aif.. OLLW1•f;..0.Y1m.0'Ig 6 Y INi!} YVINYI W I/O SS•MOL Vulfto WIlAI_1_rNm.a +h 111010[ r nwlNCnr4 fm m Y(nW t_ lN1Y M'K -._ UWbrN OfN11.pMq of CO.alq.wOL Y MIW11 INna.• fy IID 11010 _ 41040 IYIIt01 .MNirfl. a4 111tNK 1+11.41 C+•• 1LINIIN WK YWIw ORarL sAflK, of O0rI0.nG..LLL Y WINS:) Yrrn wM (.frfan Im. UNA Simla Wllnl iMwrW. Y. 11»010( ".arlll G•.a. fpNa103 w.•n-<.w•• W.f0tx•1 YUN INIL 1MX IfO.4YN Oct...A.W Yl mv0lSCNwOf TV• •013512 1w WVOeliwI ii L. swat 6100IYIINI1ArNrMa"_1 It.IOt I. Ca_ MvnM.3 1 C-4 Y« WOr W.L•.41r.>. f4. NT" WK 1441dkN OTa1lllLlwq •+m1aTOrLq{ Y 11.5!) OYy! rN N.W10. tIwV/41wa•Wv IID U.. ftp tY1t101 .1vN•f.1."a J1/%IK u4•Irl (:nw L.IwwCtf mlv•4«n1Y«.Mal0n4lv.'fnrVH4< U1W WK Im.4M OR Ln NAIygMmVallDrvgl f. 1.4)41- OOIV-C•.fM (m.N0.0"ndlCrtnhy_Y F>•o L. SM. fl fisc 1 i4a•L ksY _ ITpn_C IfIC4.•k fLlt}nli 4aW1Cy. •114q N0uWIr I3:W WK 1f 41M OQ of 11(L10'q, YL OOVdnOLw3t Y R,K V•N Vkn N/IW 404J4 yn> 10 Slaw flm arOrrry. Wiln1 1Lft lxn10C rn4 rMG.alr f00m.a. Yr uNsl lln WK 1-l"N Opyl.YnLO. an fy1101:10W14{ Y 1.47:1 Lµ1 j%m SLSX 11! 10 I/ 11Y WK IY.4.N OQan.YT40. Y1 m1TTOW1LLi Y 1.43!1 Y4LMf1 I" Ww" ft3KID aYlltp t«••4"1. ". 11fn1K 4 1•+1w r•I.I U.aw 0.0111 it ..fm WK I1W4+.. OLLa11 MNnL4L..1t C0.311gNOWL Y pWNl frrl Yr11 Mr 116 fY{If 3YN is. TNT ifs_ys4.q 1141110[ W.Ir.+4r1.•ILI(41w _ Mwwnf AAtyIN¢ I 0111V Cw.•.lAm Owd lwr/rn>> [ka ISIIN WX IY.4M Matf N•IwL ui LLO.aMMNO{ Y OSIp I1 OOIV.pv+rN M.U•rOr1Vn /Va h Prf_ lp ftp. _ flAm IY11N1 iMWM+l4 11t10gI v/•N•+nN.l(IGnP-_ Iqw •GwaN Am rNlLl0wW U+/0OrarIM ullm W.0 UW4k.. 00. .0 r1ANl6, Yl tplMlullwl. Y 013311 0UV•4.rrJ 4«arn.00VgrµRl lr+r IID 114,450, 1Y11n1 :.MrrfP. a0. rYn1Y x•a•Mln•I•I(414a-- afU}1111 WKyaN Mk w.n./.p4u Ouse. ININ WK Ip.bfhr OLL N141111q.+mg111pN.LL{ fy Wam. IYKy.N Yk1.r•./1bNYN41. 0 Im slow s mm IYIINI 1« rq..l. pa 113110lK NVr"INfll G.aw O 't t.a1 Ma41 Lr.k•MIf4.L1a+..y. f...rl.Grr•.iu1 13I'" WK 14mltlM OLLa+.UlWq WCO.a1gNNLL{ bA I W:f Y1. 1..4.1(101 4m. I. Nlpm 11.INM Ol1N.lLnuO, WCpglrgWr4t 1J WL IIM N+> I/O f1.WC. tsumm 1µ11n1 1L.. I.r.1. Y. 1.41010[ 1WM1.0.R1 W.w _ µw.1004 Otly Cr.rN.•r. WO•t+±rra [« U/IN c 0" w OII YI K.nYIfJNRgw.Of lW:fimIWN_ 00. •4 4. 0u a.RlC M.•m. Iwf 10 IS- N1Tp W1110i 1.4•• 4«1+111 IIp01K Srm.+Irall Ga__ A NOi OOIy-Cmra..n•.MLIOwC•tr/"harlM _ Ift1f0 WK Im.4M Ofl Yl."TNO..R Gw.IONwOL Sb m1fU:{ OOlV 4.fnaLm +MlICwO•lw/W _h>•r IN f3p ilpq WIWI _«I11•.r It70gC 4..ro\ILIlIG11u 1I+m/1WM1Cw_Ya 151150=K_ IOM.M Cll YI1.t..IO. L1a C'JIN11gNYRiY_MIWif_-INK V.N xwrvM./n.IwWaW bnlf I. Sm" IYIINI IhrNM14• W. r1µ0( 1atW11 3aw11.r1•1( 4a• k OW.-WrA41.1 ININ WK Oft%- Oct u. p"uM YI ONOIIq-4 Y IWi{ Ca1•LIN+I Ywr- I. twna 1NLm N. mm ININ WaC 1.401. Y m3W:6 44 Mede liar 110 406.4 4017130 Iffllnl 1WN•« % n1Lpq(_ trW. R+1<I fJww ONMI1ptp mlV•41rN Y«0w0 11nN/p M1f f4. Wim K 14011µY ON 111•[.nNLL. uA CO.N1q.0gt M m Uu._ Opr.Mr..N Ln. CMPln.u f•"(Ys L. SM= 1.400 IYllnl tNr+Nele YaNI. YO( Wa..•.11 NIf41r _ 4x414004 OD.•V to n. Wr.'NNra IL/<n 111r1µ. Isn" WK_ --1m 1.Aµ.4 Ul AR400MAYmg11nW: OL Y, U4:f OOtV Wr.nf Am rf\gfaA.Arlwlli4 1. sm. 37.410 Me I'll. C OR. i w.Tv3 u( tAl1MYWn L m11"'.L IML[.VMYcw.NlILa1M1OPN.r 1411 Im 5111 10010 1µ:111I rw11M".. pa lI0. lL. Aau(.!ry.1r 007.1.4 Oar Wf•1 Ift110WK NOWVN OLL11.1•[.T.3 YIICOrdvd Ot Y mu..6 0_NOP 110 19.1,17 Kltllp ImY"Y CG Yi10LTV3, YL m11pIgNwOL Y 01.41:{ Yfr V141 10 SS.ILC M.IOL_Y talln__iAnM•a.1. 301 _ IINO..__ea_(<I(V•v lwfLLl"/ OV+p a 1>w••`rlv_N GV Ifllp C leblt,M Ot, ul.1.TNO, 4i C0 dlgNVq L Y Y t1:1Lik__Nwaf'0i< Yr• IWrIVM<n W>a. A ID SIOLm 510100 14.11nl IN••fml. pa_ dow 4nPNI YrarkVnu00f_ OOw-c"lmgMr l• 01.1.n>.1. INW WK ImNLL. o1•µ6 NW1w0.Y{mlV.CN L Nook mV•C IY«A10rIM.<;pin>•Ikf M_ Ip S1pY 14000 YfUNI N••w...r 10 10.µm Ywn LyR{ xwllfm OO:v Cw.nf .m.M>f d.w l./[. h.rl lsnw WK 741` OOl•ul N.twq YLO0Vd'.N & Y IN+:f ORv•4wrN Y...MJO4wlN.•a>.. _W 110 S13. fOm IYllnl 'I M.a+M 1Wµ07 lM11+lllW.k WK-vr+r Ltivrraa+/.rx rf YW. _-_• IS71p WC IYA.N OLLa+Ig1IWLL. uI C0vOrICMrgL Y IW:f 1NK•Van v.ur«+a /143 UOWW IID fn{. Jtmm IYIINI 111•.411.•. Sw IS.- fLtGptl x+ry+I.Idaa p++> r A•r 4.Ir1 P11µ1NK 1m1h1N OTaO10LMO, all fpVOrlgMnL Y 1"116 f1r Y"ri km IID 111 Ult. WK IfMNN O[t ...t ... IN.- ll, INI:f ILII b113NfK Yw«PlflGnra fNW...3 OIIIV tr.•«Y«IIMO•Irwf!Lb h.> (Yt INIW WK 14014..4 OUNMl.Iw4 Yf mYJ1110NtA{SlI,.IWIf OOIY 6wrN N. W16lMry/"fn> W: SID f1N.--- hrth3fm0 YanJt<r W;< d ler] µ11M14 1l•11•µ DEC 14 RECD REQUEST FOR PRE -POWER LsY: --_ COMMERCIAL PROPERTIES Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 12-13-2016 Project Name: Hill Dermaceuticals Project Address: 3065 Mellonville Ave. Building Permit #: 16-1969 Electrical Permit # Same as Bldg Permit In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: I. The facility will not be occupied until a certificate of occupancy has been issued. 2. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 5. If provided, the fire sprinkler system must be operational, per the local AHJ requirements, with water on the system prior to pre -power. 6. This pre -power approval is valid for a maximum of 180 days from date of approval. 7. Check with the local jurisdiction for fees associated with pre -power. P mt Nalerr' f Owne nant Jenni Taylor Signature of Owner/Tenant Alan Dean Shoemaker Shoemaker Construction Print Name of Gen. Contractor Signature of Gen. Contractor JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO Rev. 02.10.15) CGC1510423 Gen. Contractor License # George Tiffany Quality Plus Electric Print Name of E . Contractor D&P Sign ure o . Contractor EC0002697 El. Contractor License # o Progress Energy o Florida Power and Light on / CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S V Com[ vim/ Job Address:, t I I UU Cu 6roo & CD7" 3 Historic District: Yes No 9 Parcel ID: Residential Commercial Type of Work: Newo Addition[] Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: %' Phone: U0Q-6?G- Fax: Email Title: I n Property Owner Information Name- -WL- 1 V wrPhone: N p' Street: ra ,ob C Il PttPn/1 tf Resident of property? : Uo City, State Zip: n Contractor Information Name l-1 10 Ar >iv- Phone: 40 - g `J - 300(-{ Street: r rSC-0 )C,'.0 Fax: t40-7- 6JJp City, State Zip:eaf`gr 1lfStateLicenseNo.:Cka-'spCILIO Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: lune 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the,current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accur I be done in compliance with alt applicable'la"ws regulating construction an nin Signature of Owner/Agent Date gnature of Contractor/Agent Date Print Owner/Agent's Name Aint Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID SignatureofN ry-State or Florida s CHERYL D AKERS MY COMMISSION # FF998962 ay, r EXPIRES Jurte 05, 2020 1407)308-0153 Flon"Now SeMMO•eom ontractor/Agent is Personally Produced ID Type of ID _ BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: all work will Known to Me or Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised- June 30, 2015 Permit Application Iw iUn IYU)01 IW) tAu) VenOor Ntme. F.tl NE /r - 1 Di NIN FNMIve Dslt 5/13/7011 Nylylbn Oplt f/Il/20Ef a(i 77, IaW INp v<wprfyrYiuy Otte •I`•2T/_r/'!] fain ISi11O Qr 1.p •V rD r•_•:{ TY IurrY.lYy ttrnl frtn alMl DN1 10- 0- Di% S•It/mlt IYUwI IMmYwle 111 ;WWI tr.ryplllON.•rn DOwM. Nr uwM IYItwI Ttyrrrlr rfa Ill%f» 1t+.r WllNwrn OOOwrar butawl Mills, 1YNHrrrlr4 ID1wlY t.yyM.ItlOww •tOtODrrr Gu marl v(nO n.%.Dn l)>SuaX Mw•. NlalOr.a 1MvmawS ptv Isnr•f N••rNIM ILKnurna.fY[ Nr(Y>nn0 Nln.ttr Dl:t rrYK 1Y1]n1 Ilw•IJn.Yr Kr NYNX Nnt,r•.I!Idau tMwna>Df OOtv•4rN tna OMDrlwNernl lYa ^___ tau YNa1 -_•_ IYliml llwnY• •W Ig101X anNSya PI(Y•_ tMWYaY. Opv 4110 4H/WJOuIG Ih'i lYa Dll•v1IC.TJln Nll mraDRDYomI IK11101• ala qr wlNo lilt! n•Nt IMDJwI n'K.vrn+r.•\w/H qY r IIYK IYllml 1 r-- n)Y/X WrMfnnlll Ra++• MON.. 0..i-. Nraa•IrI 1•It f11 Ito rlvK WK ItOMrrN OR M1 wGDAq.W LDwp110rm6t M-a,Iwr=.•tG mtYlO( DMK'N 141 d•a _ IIMvnWpf M4•. ArG 1Yra/(_. h•^•ILS• INK Y11t0 > mlfwtf Drr.Ky+VIc1+IK tMWr•<iN lglv•iw _ _ ,. _ _ !`_. _____ Inuy.t.w•.MM_DM0.1n/4 M111. ufrl 1{111101 _le.nw...h p1010( Dr•W I.lu.a tMftwll A' ••e lruN uOw.Ya Mt w11Nt Nt CdtpIUINIDT lttlit]I 1wn>we •> 111Yn( AYewly V1tL+w ItDOurr t•y.leael c tYUm1 r 1••h__. fwU MAr__t(dru 1.11mo Nlrw.•f _ Y-_^ 4y MNy lY_Ilml 1'h,ru.r.nlr [tr 1r%ID( NM.Ia•(flf Yns tV-0.l lf] Nnnllw+.u.tNIN•n• Ofl Ntxltlixt, N{C]Yp1DND1f.t 1Y11nf iNM.M.ah iLfDltl Mr Nrrl•Id•K 10.0111 f•+1.011 l_ I/D[Yrlr INUnI Irtrarael•rtI IINID( tfurlrwr Vl d•y _ tNxnYp% fDly (wen/NH DYDr InYYI•Y NHIY:- _- -_ •_-• -_ 11tU»I __ fORt l1l%iCf urr_lrnar PI DNN •_ uww.00t• 0[Y_ [.rnNtn..nvv PI._•r N.o the 1YIIm 1 1 tI•rK_ Y!]INI NvtC •yrvna wr I•]•ra 6 rY•_- 1Y112s1 IKmMN_r K. 1»NIM--_ It1 d•H _ r:10»vK 4H gnr•Sn+an IYIIYI Iwrn•YIr aG Il7fDNt nhn PldaY[ Nwl•ar WrtYlrl 14un i=lwHn.•aw_ mferot h. +.I Iq oNw-__-__IIM{DDD»_ INS_ . -. + _ _ W 11101 r..HrrS•H• 111010( y.P(f.•w _ 1Y11U Nw•an.n.aAlh IYIlnt SLVrtwrl•.h 1])fDX In.rl\I C••K 1MDA01N Orn gJrl IYllml IMrtrNlr.q lfmDlOf ar I.1 CSaN tMMw>w VAV cawnlNHur]r twlntnn h.I t1K -__- INlt1Y NrNrMrHa 1»wlX uN Irl d•= ter _ aNwwCY wun. IYYWrr.a rOr UffNO[ tr ltidu\ Vtm]. OPt'•4.•r NN./WNIWblrnita•rN4r Nvt[ v. w./IYW IagY.Y Mills, 1vArr.M Yro10[ wHwrnYrnld•rw t0(P•n fa. IW 1m1 tr•rorM.rpa mNwOC nr ltlfn+•I[_ aNt01f1 N+Ya..fn• 1N11n1 «_NNaAK•_ I/troKK mrPldlu _ IIM+twO)f 4- _ _ _ ODIv 4rM.fy MDrin+K/n+rna CYr _ __•_ ___ INltnl brrrlrM Iftmlt[ NvmK+Yrr 1.1 YYN __ Y(MIaDw OOIV•4wrNN.•r/N'.nOrp U•!»MrrlY[ IYUmI :frrNWaf 7AbICC Wrr+rin•Itlbaw WTWI Nvl[. v.y Mtrwry/•rKtypyw. IYIlnI IHr»Yn1r fN IJAw Y•nNIYRIO.aK dMIL,. l.yum' Nr NWllr4••r•w rG rr.reA4Yrrr1N1 1101101 IlwNrrle Yr __ 11Dm(_ f.1ys• pRllwyw _••_ tYMY.wI O0.V•<weMarH YnOrINK/LI NrI 4-_ - -___ _- 64,3131 1wNrwle lh 1IM011f Y.NN IWOG•ra. M r.mt Dpv4yN4H e/IVJAu>1./n n..11a Iitllml +NKa•»r IIIIMOf Y•n[_Iw1Nd•w _ tWllpll MeINa: H./rYM yoM.Y. IYllml irrKrNll Sfr 10.0. 00111•(1!Onak 0000{.% Dayr k, litllnl 1MM•ae-.%a Mew DwMHutigcl-i tM1M1ioos tlf4y.WraINNOMrIrAK/»•nt (Iw IYllml t rrlr iCa s)Ntf rO. r lat.ldry StW11rw{ OD(v•tMMan•wnrJ •fMrlLnvMNM 1N:1ro1 tY•Irrl•%a _ D>.NXtlaW,n_r yljdn_ Yufwtl WK V rr Ns_a+•n/nytygrY. IY:IM Iwnfnw.r%. 110mtX fV•nuttld.K OOw{.le D•y Mwrl tYllltl 11«rir••tN IINNK lM rl(1(Yw---• IIW61Nf 6wNa.gr•wl4rfryriwr: 14011.1 1-1- N• 11NOa1f_frnalal 11Nelac_ d•N MMrOw OD.V [wMt••OrOrlr•f/ Ir n..1Y wu_ml ea•.Igw+w t+nw1`wr:_ oelv_.c...yaN.../w..wDrwn.N[Nyr --- IYllml 'Iwrrw••M• INDrR len Olild--_tW1101 NK •vent Wnayw. /Ira+y taDVY• IYI)ml :Aa.gnrH Sr IUIIaK urYK rPldar-- POW,. Ny YN•1 v(nO n.%.Dn l)>SuaX Mw•. NlalOr.a 1MvmawS ptv Isnr•f N••rNIM ILKnurna.fY[ Nr(Y>nn0 Nln.ttr Dl:t rrYK ti IOD {1X100 Iw 1m tS,MOG 1»rWM NI tM Wtll14 u.0DND11D1MDt V MM!, tau YNa1 -_•_ INK Y nvK Gl u1 W1 NI (4p11D Sri t I YrL Dll•v1IC.TJln Nll mraDRDYomI Y wtfrlr) Iw u.NI -- r_ IfgYM M+u1 MItTYt, u1 CCYpiDa'l'WL IIYK WWills IYO.IwY a- WtNlO NtfDwplIDNYD{ lJ wUiii) Nraa•IrI 1•It f11 Ito rlvK WK ItOMrrN OR M1 wGDAq.W LDwp110rm6t OtUTif NU WJ _ _-_-.__ OMY W.rn/Arra ^IM CwYlYrynw IOD INK 1tlM•ttr IlgY1K DD•Nt14M0.tA mrIMUwIG{ wIN •1J_• gl1N:) ufrl N4 IW n-!_ tIDM•+M Mt w11Nt Nt CdtpIUINIDT fN Uif_ vw:I.S:> Nr NNrI ... DG.V rda1W6, N1(OYDmil."a yy IOD c NN Mei[ IINrr.N DR ut nYRl:t. tI1 OMOmO 110 t 1rI{ Mut W.hY6 tmt 4y MNy Ir[r - - _Lw _ INK ti IOD {1X100 Iw 1m tS,MOG IIDMYN Ofuut Wailwq ND 6MplwAMDt V wl%f» tir.IMN INK SIX IIOIYYN Gl u1 W1 NI (4p11D Sri t Ir 1!11411 um t.N. INA[ IfgYM M+u1 MIt TYt, u1 CCYpiDa'l'WL Y0 WWills 1-osi- I IC •_ IWYvrn 1'1•l.tn• T' l1 ut MSalWO, t•t fOrrptDM VGI 1•It f11 NY11 11000 OpY 4wrN 4••gIDrIMYnn Mr•I WK IID "m 1%000 DII an WaDYt, a II CCwG1D:•uD•-_-ff2_ 1:1 snow Mee OMY W.rn/Arra ^IM CwYlYrynw 1NK WK IED/.•N 1tlM•ttr DR tq W llyO, aalOvpiDYlDt fA wIN •1J_• INK vrun%rrarr!W y0%J1a S N4 tnI _LLO Ofl u\w-.s. a[dIJROnKDt 1Vt Wf%S]) I•K NrII rNK 1w t0[YHe DG.V rda1W6, N1(OYDmil."a 1+ wlfa!i _ NN Mei[ Nn IOO f10D 11101 PM-- Mut W.hY6 tmt w3m-D WKnf MYAC rnI•I.n fON•.M Ofl Ntxltlixt, N{C]Yp1DND1f.t t• 00)Y%)^•tnNCw w VAtriYsn--_ Nrt: IA fns. m ft Nl I/D[Yrlr NI ND WIv.• aq tlrc]npIfDNLvfrt 1DY m1-iV tti 1 nVK I1IgYvra Yl tlt WttY.f ul CDMptONNGt I(•{ Dt,mll Nr.MKN mK (IYYYYN DO.II. WIMS ua(DY?i1DrYKl IfI mf%L•1 Ar YN.r flLLiIl1IIV11Y0,WCDwDngNrt{ I1N. wIN.:. 4[r Ywla11f4 Cls ut WttW041cpMf1DWNDt _ IW wFWit 1NKY[N Dtl r{Nttiv[.,ut fDW{iDYvwl fwt w1N.z. Ny uarr MCOYORDNNtt pfa wilsia 1N.YIM Malt 1[a1w0 ut DDYOIIDIItrfi t M IIt wl1fYM1 W (DeGIDNM { DR ut nN1K¢ NI mYplDYwc a IOD ti IOD {1X100 Iw 1m tS,MOG 1100.. N • fro Im -If0s1 1 110. Yilt SIX rwI•Mr 11tY II) NYA 11Y n•=r•a N b•i i0.' irsw Nam nY. lw !m Nw{{ I- ID 1)49{l0 1m Y,Is{# WILM I1llID IM1tNU zt _N-- NY11 11000tYr' n_ Y IID "m 1%000 IDo. 1:1 snow Mee Iw lt Il00 f1f»M tNlmm Ntr•LMI.III lip {nolo 1100 Mylr T Iwa its sm is S N4 tnI _LLO 1100. N0000 ler r• Iw WntD 1i fA "Afto sunll Sunl0 Nq_ur 1w SISM N» Lw 10se. OWLW nYar Nn IOO f10D 11101 00 Vif0 LD Wim Kx!" K VK id •1101{0 X11 rnI•I.n Ywr Iw 0fe{- M.Mt=rq lW SIY»fw00 u1G IA fns. m ft Nl SWUM) KA" N[IIY[ IOD 111e{D {111. 1,91141" o- CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D: Application No: Documented Construction Value: S - OC-) Job Address: Z45 r7 Maya Rrbo 144 Historic District: Yes Nok Parcel ID: Residential Commercial Type of Work: New(W Addition AlterationEl Repair Demo Change of Use Move Description of Work:` _lhnn_Q HU/ Lu+U>rt' Plan Review Contact Person: Title: Phone..L 1-n5- 2>Cp k Fax: Email ' C Property Owner Information Name 1 - Phone: N Street: o Do Lnc, - t, c ieAr\ 1-I •e— Resident of property? : A)Q City, State Zip: 1V 6A"- t•-C.; `l J Name Streel City, Name: Street: City, St, Zip: Bonding Company: rmation Phone: Fax: g0-7- a :A- 22,- n6 kpJJp State License No.:13 QLILI O Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51^ Edition (2014) Florida Building Code Revised. June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. li OWNER'S AFFIDAVIT: I certify that all of the, foregoing information is rate an at all work will be done in compliance with all applicable laws regulating construction d zonin 11! (P Signature of Owner/Agent Date igna`ture of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID i%y: CHERYL D AKERS MY COMMISSION # FF998962 A— W' EXPIRES June 05, 2020 06ntractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No * # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION y Application No: - cQlqD Documented Construction Value: S lQ"! 6 1-76 Job Address: quq ern/ ` ^'6.r i 3q Historic District: Yes No E4 ParcelID: Residentiala Commercial Type of Work: New o Addition Alteration Repair Demo Change of Use Move Description of Work: SAb cd( &-nab Ig+t Phone: L l- C' - 3C)OL( Fax: Title: Email• Pff-- ® beA a, w. Crim Property Owner Information `' Name Ail or 1 Y , fin QC4.Son Phone: 14 l' Street: 01000)" fie, - 6r Resident of property? City, State Zip: ' 47',U v 1 4-6— Contractor Information/ , Name l- Phone: 40-7- g rJ Street: Cod TSco 13U )Ct' u Fax: qO-7- 22 City, State Zip: r\mTd P_ 1- State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application C7 IPP- ..45 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing n isinformatioace a that all work will be done iii compliance with a ll'applicable'laws regulating construction zonin Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID of Contractor/Agent — Date nt Contractor/Agent's Name 1 c4] l(,. Signature o otary-State of Florida Date CHERYL D AKERS MY COMMISSION p FF998962 Ya,;d EXPIRES June 05, 2020 1407) 398-0153 FlondaNd ryScrvwexom Contrac or gen is Personally KHown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Iw I.It11, 16611,0t' IW) (.U/ V.POP, Name.Oft-AIR IFR N -AI N TININ Eff a,t 0.1. 5/1//1016 L (NA, pl;n vr..er )yP.1n gq. ate 6 5/a,nsFf ao i put SLI" 0011:]:1 S[k_ 00!n _/ w N1Ul:I L_k _ _110:1]1]] w N:Nf:1 SAlb Alll-M 1 4u w•ha ._ __ •.. Ya Yal1 4r W_Irt _ A-- -- If0.1.tN 0411. w1nL0 •1. mN0,Iq.OxO{ Ifb4M Yldl[r(KPc. _YO m_x_b%raq• _ U0.4.Ir OR u,xGn60..n awdro.nn]{ 0.411 0* RU I, of Ca•d101gN4 A 1••e Q•1/ l QY9 Q« V 510 r;; •:i IMhnrP.lk•6{pxl Yan,lxlr Oe61 MISS WK c).O 10,S, c)- 1 LI.11016 001y C r.,WAOwd IWW hrH IS1tN 1p<taM• OIl a1[Ml.nf:.•,u[m dM.-S, iwrRuarikW a,«Yep.'. W;C vN'W __v-,•_1wrNPn«r U." SY01,11- WINS'] bi wl NlJl w ;OIN1)I 111 OOwJ)i 5.1, PIA /old IYllgl fYru.rwl.:). Wpl1 fY.IM•UPxw.N mm.l, Yr •W,I bI N J:1 111110 WK• 161r4kk, Nl •If r,{AfINO Yr mMa,mxd66 V N11Ir!I YNuail ONV-rN It, r^ .6PlHln 1-1 I.YwYa.r/ll-S ax[, 161-!1. WK if]M,YA, DR LAHLIWO, ['[COxGZ1pNYga m11Y WK 110.b•Y Nl+1f,oA1.N0. Yr mx011q..x6f w 61111:1 f•I, I<a1.1 IY1lp1 1,x,wMaa.:4 i"1111 Mdw4•JN IY11,01 1,.r•Yy,.•Y, IKr1M1_ Iff11401 16rwywMrN IY111_ •.N _•_ IY1111 IN.`iww•.h Iff1401 .., y•h 14611101 1 --so 43% INUS01 611101 4.Nxv h Is6 ] 1 'wwa«h,S• I1)N,0 1 IONC/0[ 100161K tt0101% WOJx 01f01SC. 1 fOgc 0:11% 0110100 0!IYO{ I -M trw glUPN.w J+•'•wx•Iu OYM1 w'.1•1Mav n 'r•r 1.1(4.1_ v11A1'1•ai url.p«I,I tl,••c OsLpw.lU•I« _ Yx.f•:w 411_+a Y••Waawl.luYw 0.•'w-_I:In,_ vbw'VIWa< N40Mn qfi.,•, YVM.001 Vm•M., YIIlN1 - 40AN,r Wml:l_Y_n w_ 11N'M•[m4 NYwYIf eYypll YARYn Yv uwM _.---_• •-_--__-- 4444 _ _. __ _ _ _ K4.1 ONv Co•N •n Oad lW4'rir N• _- _ -ISNp_1NK MV 4••.r1 ••r•IWOqulp 1./.• <II,`• _ -_ Y u\C v v/xwnO Y. __ _-._ -, _ Y Lt[Fi a av-.«,M4•:o_aP [.•r0/!a a.a•M1• _ _-.-_.____IUIp 14Y.I•w•.r1 An :rtrlq Ovmrlx/d I"H4[ - a,.v..l r•u ,wlr•rNr WSr Nr vptl -- WlN ISlU. ISllp 11JIb Rllp ISltp xYK W.0 ____ WC INK _ xS.0 W.0 CCDAiY 140.4.b On+tlxpnxc N[mxaroYxcabill OR 4.Mpm0.Y. mxdrorw]a 0011:]:1 S[k_ 00!n _/ w N1Ul:I L_k _ _110:1]1]] w N:Nf:1 SAlb Alll-M 1 4u w•ha ._ __ •.. Ya Yal1 4r W_Irt _ A-- -- If0.1.tN 0411. w1nL0 •1. mN0,Iq.OxO{ Ifb4M Yldl[r(KPc. _YO m_x_b%raq• _ U0.4.Ir OR u,xGn60..n awdro.nn]{ 0.411 0* RU I, of Ca•d101gN4 A w.-_ OR ul xf MO. Y;m061m#yL{ w glNS i] Ody.:+.••N Y•r O.O.lr.1:< r (N: MISS WK IN<4.tw Ott a1[xC•id0. •1[mxdroxab{ w NIM. 001y C r.,WAOwd IWW hrH IS1tN 1p<taM• OIl a1[Ml.nf:.•,u[m dM.-S, W;C vN'W __v-,•_1wrNPn«r SINK stip tIYK ISI166 wK 1/hbSTr DR a.: -t G,Y[mxl\ror.NOa Iaa.4kN DR ax M•nM:..•. mga110;axOL WINS'] bi wl NlJl w ;OIN1)I 111 OOwJ)i Mr-wte Y•rWI 6w,Yw•. --•_ ._ _ ISIIV lV•. _ rnx __Itl r4rl•. I•Dlb OR Nr M[!^ulcOrdLrSY06 Nl ..11011«6.•'! mNaro,,-a bI N J:1 OOIv.4nrrJ Y..Wrd l4•yJU•rwa.a. I.,. WK IN<Ablr IRS ur M.NA,a. COxGfm,agl J `INbI NItlL•1 ONV-rN It, r^ .6PlHln 1-1 I.YwYa.r/ll-S ax[, 161-!1. WK if]M,YA, DR LAHLIWO, ['[COxGZ1pNYga Z11 WK 071p M''K fJk If14Y4r 011 Ya vJ.Rx6. Ya (Axaroxtga 601 iI•r a NIN3OI w WISAM IKK•C'[x NAUNa YN NdrI -- U101 r+r l..T ltlpmc r•.•dv._[1 N•w 0vfoloo O.ow•f _ T --- lids! WA[ ARY111 FOWaw ORN.M.-Y .1t od--1g4_Y G& _ on Nlwla Yi«n1 IN_Um1 n'.NI., 111.1![ Y.NhM,.lfiC4,w NOf1U1 faw,Aw.•.'I NYw•w SIT- WK if0[b[k[ w--, Mlar1NO-u. COxdfl]MNM1a w NI YfZJ Yroc.swwVl If411,01 t•e.w4vl. ,.•_ luW% w,w•u•rl•10•.« _ aWl.n113 0r.fa+r1 Iplp Nl ur x![rl•q-u[C]MO_ngM,q{ iW pI1J!t AS_OW- / 1461!,0l 1r+Mr[[l,L, 1111010( NwL.wrlYl Oan[ __ YNn4N3 slots twMYw Mdlnk[/•L lvr l4[ _- 1111" W[G INK Im,4M, OR u[M.r 40, 411 COn01ISO.%l irY N:1g17 UOIY •{.w•N I"Nlpl IW.I.r,l..a• 1 lolu u.'ra<W n1 ams vlx.lf ol'lr G..«N., r/WWOr>wnr N..n. Ulla nuY WK Ibbm all... mYOR'OrAg6 Y NOM OOly.M. IYllgl IR.w.M.[iy I---•pIU•rw_ Il1KK MVlW1 WK-vI Y[.al,YwnW,Y•- WK I0W1•Ni OU Y[nC.Nq.im CO,gn1p4W0 - iW N:NS:l w[C vru uk 1"NNI S,- la;N-c Wnna•r l•Jda6 bu:low tYK :1w Is -,I- ISIW WK If0.Yn< OR MIIN.RO YO m1mR•OWg6 Il, NtN31] WK IIYrO 16.1m, 1•YN•M<,P IAg1AR N••rwp{tbWa wON.,r 6•wrw ISJI66 WK tmrYur. Nl••Y r1AM0.•n mxd,OMx06 w 146311 41•IAK.I MIC WK istik< SAL.- w -A u[(1arMtlxVq a__ti_k m143:/ Y4[[w1 _ IYIl,0I 1lrnenrl, IP llrNpc r IM I[I<',aw _ 1160«0 AN•.rv. _ _ - -•- _- WW MVAC _ IN[bkr. COL-ICAINq u[C OissdWKk _I[Y Nlssi ft--_ IYIt101 1Nry.wl•.h 1_11«10[ Iw Kl Caav _ WIIIl I.n•4w•. YLY WK Sails- OM1 1[MiA MC, YrCW01rorAK{ w NINUI far, Mn.Y 1461!,01 rwrww.r.d lllfU% I - N. 11 t,rx 10;0146 0<.Ol-I 13211 Ilic If0.Wr'[ OR+A IRA[Ny.ACOH01am4uq a L• NINUI m<.Ouhl 11101 .-bw.... I mw an^I!1 C'+ Nv4046 L'IRY Cavr<I.n•P.P {,•4L,_Nr 04[ ISN" WK IOY:aYk[ OR aANYSYq•YS OGYWIIOr'xga w NIN31) I e-11, 11, 14.1111 I--U11t11N_ C••v--• Nw4.Of mlv-G•na Y...N.•OCMO•Iv.'ti, r•<N4[ RWO WK IN•Ym1101IW0, Yr Cpvdt10r.1c 1. - Y - Nlfalt- 1!1.1 14vWwY•.p UINIYC'wl[i Pl 0••i fUtpli W.c V«I N.•w.w /ILW M1Oa,fY IIIIK WK I66,441'r Ott+A xYlO.O.Am mvaroam.]6ISM,11«5:1 INK-yrwr 4k MUSA, 1-1. I61,0IOC vnxw.xsr al c4,w Nomr4 Y.. uN,l 4]11 1•6 NINUt Yr ur•I W.0 IIDW.I. ORaA MYnNO.LA C01g111Mm0{ C1 IS, $!I W<lYM' t_"1111 Cw••ini_I .d 136,031 _ anrlal CY,_«_ 4_11.0111 s6.,[.aw _ _ _ i- 111146 1_U 11 WK 11<4M OR+I[,4nMG u[mNa1mMM0a NU[UI fw.11wa 1441111 1.•O'w)•u,_llfllpC lWrrabw_NICWw_ NMNO]I ORv.<T M.Na drP n [w fb< WY IfD.Yw'r on-M!"1wo.Ads laIgMMOa 14,11l NIMH Oai 1"1111 11vN.wS.M 136q/K Kemw'a4•I•l4n__--NwnrgN, roly •CwartAun Nwwt>,nY WNA rr<1.O•. ISIIY W.0 Ip[4Nr OR uO rflTOq u0 odg11g4uga IMS) CRV 4.[rwl I"IU01 Itw.YW<.a 136muc w.xw•Ifl c4a01 wIA0IS WK-Yrwl Nunr,v /rMUPw,b, 1U166 WK If0.6N4 OR am 10.RY6,.m m a"oAn06 1J, dull INK-v.nlA, 1461111 IY••1 w.. Y, tUOl4C bYr«pM1IC4,w NON.« YVN,41 YVIR+1111•.,1...K h•NM4r..rr lul Isn" c Im'l- OLL+A MGtN0. Yf mlgOgrmlOA NSNa:. YN u.1R4 IUIY WK NOit•.M OR.m xlAlpq.tl CNlarogn4a fib 14611.4,0 blAw" K1 Isalltd IN.i.«I.1C, _• IYp% t4aa _O.RI4+,v__ wMbOf I)MI rw.nlar[•IMPI'wry/rl r.rs C Iftl" WK •_ IfM4M Nl u[K-lia, u[mMpImANO I oo" ONv•C«.i 1461«01 1MNrwY ZO• SSAAWCKww3Hllltl•,v a1N NRm OYY CwvrN.•r.yy.l WlOr lr/4h•r!k[ r LL11Y WK 140,4- 0{l Nxp:1,10, Yt C011GImxNOAJkA, wu44 01i LLillpl ,wwbw., Kr 110{011[ Nrn^ILMI R,•i 0.111011 NK v<n uxrw«./,Yrr4M00[ r-_-- I1111A KIK Is.bli CRu[M.NA uOCNI"lgxuga k' 401630 w•K Vw;; IYIl,01 1w.b'wl•fe. 1,6,00 e,Nr'.ml•lma+• o.•Y YY.WN I5I11" M'K Iq.YN•• Nl•W MAn1q u0 C:0dimxWO{ 1'4, mi.46 4-11-1 PpM•v 13«66 w -c IARrbkk. 04.1. MAIO'6 Y. Pdla,mxuga SIO• . wim.6 464 SA1[1 1"1111 Nrwl, K• 0I.O.% Alq a/ww AYSal.w3 mV•C«..NNrfONOr IIrIN/tA IwA •fY< tsaw WK 14Ml.br OR-M.-.IkmmroWg6 ivb Nltu.f my•4w•N ISAIM •.•'•trol<p, m1="0C OwM•Y lfl ry,w NMINOJf O CwvM.N•wINlAMPILNn NrH4, 33166 WK 10i 0114. vfAlINO,Y{m1g0mlgS0a w NUu:6 OOIv 4NrN nwwYwl ipM.010%'+61346:61011.% o:Mvw_A pJm•"_'_ ANI(INI Y[ wV[ ,n /tbN<. WI,/. K lt 1p w-AClfOrbtN ORN#.RV], u.mxMOWg6 I1VK•VMYa 1":111 f1•a.b'+r. Ka 010.0( IJ•.0 (4'ry.w N10bai 4•••WK•I tus WK Mlalk" OR -c-. GA br 401636 f -SA." U31m MI10 WK 11^M Cil AAluanwy,.AmwnfxnNca IM ARLLN:. 4114.41 lii lp ,N.'+ww.w_^__IN"N-_ er•_I!If4• _ lt Nf Or•M[-wuw a[.. bwx.. <[•.r• WK 1110lb-, oft+1[M.nvO,u[C401'gMuga IffI1101 ,n,r•O.wI, Y• _ IIWNOCN••'m IV R,•v _ w1uM OC:v Cw.M Y..Oap. l.rn[/•n rrn las 15111 WK IwM.Nr OR [A IRArMQWmvmIIONWO{ 1d' Ir i mi -f -AI 61111 "t•.ry Y, 160100 (vwallLp'w SaW1lNf 0dv-Cwu,a Y,,.M•.Ped l.N lh<Hr ISll66 WK IARr4aar NI YA A.tulG Am eo.algAwa w OCIN•:f odr AMMO 1461111 'Iv"a'w••l« 1iNPW l«rm Nl Nld fWtpLlNSC Vewr.,l-v[r,w /!1111.1 JvLL), _ ISIIY NIK 11[Yklr Nl•Yr K;160, uk @VNI10Wga^ N1Y43 INK V•rl Ya IYIIYI Trwbw•.•Y• lIf 1146[ Ww«m1YC4aw OmNaN Yr Y•NI 1.114 INK {0,011 Ol{.Y. tA.nxc al. COv00gMN0a W NIN.10 YrfaW1 JiI{_ l!pp ull" WK IOM,kwr ORNxl;11110. u.wVngYw6t 4i 0Swsls' Yr MnM llrWU0 )t310.N Y.N.. ml.ltlrw auwrUN dnv <.«•.a N••,talrl Wlu his lk--- _ _ --- WIY WK 16Y4;1'r OR YI xI[,a4 Wm'10'IgYJ.06I& !SM616 mY•Cw••f N,QMd IMYNrI h[r•Ck: h,rC6•im0 NinlC<r Oa:t r,p t M ] LN IN M IM 10>M LN IN IAO _ IAp SmSAO _ IN 66fYAR 51,1mAO I N NOI.AR YJil.w tAe. (140 MAN, lA0 ffCLLL "l I_0 IN mm ---LW45 Im Ilmm ", IN $U SIIOAR IN $ARM two IID flim wis-M IM fllpN STAN IM Mes"M {till# IAO: {YAR _ {# IN. $N {16 IAO {1AA0 {100 SAO SAWN AR SlJAAR ti#40 AO f1NAR IIARAR N 1.IfAAR W UO s cs. sYlf 1T IAO SJWA {I30w Ib LI1A40 {Ill LN /5,16140 all" IAO 5;061 :U31140 I.- fDo , $ Sm' _ _ t100_N Im S;AIAAR Kllm IID 1116 56466!0 LN sma, MAIM LN Ism sm= IAR St40 ilei 1AR •fMlfm sA6tF AO f1.1140 1..,0!61 id's IS- 4LIMA IN {Ip Sam IAO ZU0.4 l®N IAO f/N SAAR IAS 11"IAO Mill" IA Ism- _ 1. fUUf AS" VI1/,01; it U.Y CITY OF SANFORD BUILDING & FIRE PREVENTION tJe PERMIT APPLICATION M D Application No: 1p - 221. Documented Construction Value: S C Job Address: (p rJ_ I C.C ' _ ' - IL16 Historic District: Yes Nog Parcel ID: Residentiato Commercial L Type of Work: Newi Addition( Alteration 1Repair Demo Change of Use Move Description of Work:1115L l I l:o_w,, 1A t_f Oke 10 1i1'V'A oue1 W& e L Plan Review Contact Person: D ir. nT-` itle: Phone: `tU1-'J S OOt. Fax: ,OZ-333-385.3 Email: k9ae.01rupty-, Cpy1-., Property Owner Information Name Phone:I Street: o0(1 ft Cp I't . 1ev-N Resident of property? City, State Zip: nn ' Con Information / Name l-1% - - c . Air t- Phone..`-t 0 -7- Street: 31 Cod TSCO Fax: `i0 -1-v /?- CU3' S3 City, State Zip: 5a State License No.: CN3 ac O Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate at work will be done in compliance with all applicable laws regulating. construction and zo g. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date of Contractor/Agent Name Signature of Notrry-State of Florida Date CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05. 2020 Owner/Agent is Personally Known to Me or Contractor/Agent is _1EL-Persoitally Known to:Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER:— BUILDING: Revised: June 30, 2015 Permit Application 0160 Itro1,IKlJmt' (W2 NUI V.M.r Name 1,111"G, N n MIN • ENnC2hrtDJa}te 5/11/!014 Ima4M 0`43 ('W M W.M. $16- 7 1"11101 Ih.•b.•a•+Cr IMOIK_ Cale yyt0 6 s/IS/2fit'aVi mv•c...Nlrt•PrP I<•thN r••!•rka W 1 IwIw INK I40aYM 7R .4 1q. all COr•b1rlNla{ 1>b m1N111 Odv "O IP IM•l; ul lrea 0•. k owu 11,'Vsla 1'.{.IA TN amrMsbra •frnI N4N•lyrr Omv Cwrnr ••r.nva.PAp lrlall r'•r1Ya Oall NYK I -l- a0 QaM QINa YlNmli mlpt3J MSy w Can•«Y•awWLOYptMnrm IKLIS :IN+h•wM•N fill M• .yp_Lr<7a1 M1'Kt'• arl.N Oaan•.•ad B1mM:A MillIY NVK •Y•N Kr.ww IwI OY 1"Ilrl il•.•-I+nla-rN mmx moria. fyI 0a11 1SYOOCN_ Ia01Y.1. t•Yl Ntlnrlra uaamroL.ma SVL /pill /Om t"Ilml !hr'•.rwl•I1. a&l WlNIO ml•(•1.1lPrw,N C.1k gaOH+l 4rMi•I Ent, ISlir wK Upplk' IfOhah G. III 0YN0{ 1'* r.l Nl)ntl NY"0 w•c ILON.kr. u)Im NYK 164Y41N M••1. KNY•G u1 CONMmuua0 t SN 111111 Nr ua,Y I"Ilrl 14mYwAa:N Nn.l vrn ISllm INK If0•Wl. a6•N M•NIa.Ma mNglmYKa pl uawanwc^l <CNbtLI•ros_w. mum., lrr lla4l OitMn%i NY'irL Yur wK tf0+4M OU Ya NV MG Ya mNgllgNm{ W UMI% aw llrM tK11r1 iM_6 n. I16C1t0 MYIwpnl0.o.•n 0am,, uslM .-'-_•___.______ Ifllm wlC IWYM M•u1 KAnLa.•p mllglrrlWi SIA 1111;1 NY "wrt__--' Y Yaw l•Ida<.[ NWNiY16 aVt2rl1 tL1'I :.m.rd Na Y INMblrv/4 Mrlltt ISIIm INK If0.1•M On.Yf M•IPiNmNblmYNa{ M 11111) 4r Yr•1 I"Ilrol IIwyYM. aq 104"1" Yr1YN•14O••rk pYr••a 6•r •lar•% OdV.fa.n•I Y.r .r a 4aIP IMYrrry It71W wK IYMI0. r OWNQNVF. •n 0011pImL11'{ Y IKS1 4.YNr I. %$A"o0 its" Im SN0 lusme S__smw IIIWW to f!"M 111000 u46e 100 f.$)fm Kisi,w 100 Sfs3 sll"00 Lm $am IN sm srom 1i am Im fL.•)1m "A4m Sm JL•Ilm ".mfsf lm 10MN •storm Im swim flmm 1-• ' flmm Im f m 1 Im s/dlm su 1. Stall. "smsi. Im 11V1a0 I "w u1Nl.ts. It... Yll" 11150 C Ima4M 0O•n NVNK.•Iamnp')gKYaa M m11aNl Nr uNal 1"11101 Ih.•b.•a•+Cr IMOIK_ YnrVN., VIG•__ aNYMa00f mv•c...Nlrt•PrP I<•thN r••!•rka INK I40aYM 7R .4 1q. all COr•b1rlNla{ 1>b m1N111 Odv "O IP IM•l; ul lrea 0•. 1411x1 ilw wl•aP bOCmac w1m CWS pvMlm• Omv Cwrnr ••r.nva.PAp lrlall r'•r1Ya ISI/Y NYK I -l- OR UI M•iwG •n mNdmNNOa mlpt3J MSy w Can•«Y•awWLOYptMnrm IKLIS :IN+h•wM•N fill M• .yp_Lr<7a1 M1'Kt'• MillIY NVK •Y•N Kr.ww IwI OY 1"Ilrl il•.•-I+nla-rN mmx moria. fyI IIID INK Ia01Y.1. t•Yl Ntlnrlra uaamroL.ma Ai OIIH)J YM nnK w•c ILON.kr. dt ua w•nNa ••a mNplwdaL sw m awl s...wl IKt+rol na.rgaalr aN roJmfx ONatw Nmol aYfe111 Nn.l vrn 1%tIN w'_ SOrYM pl uawanwc^l <CNbtLI•ros_w. OitMn%i NY'irL IKilrol lh Y.al••N rlKIOC G•Vd•an lLl ]_nu NYwI•r01 Odv•G•M Y••OYplwCha F•a•M1a ISJISL w.K IL1A•M• KtWVC•lLm, ••a mNCngndOf y1 S;I OgV•4n.N Y«M0.1<y/rk artl dl l"Ilrol iI N+<.•ah _ Ln K Y Yaw l•Ida<.[ NWNiY16 aVt2rl1 tL1'I :.m.rd Na Y INMblrv/4 Mrlltt JStlr NYK -- IL'JWFh Ol{Yr w•NIL. YII mIIprpNYpa OdV.fa.n•I Y.r .r a 4aIP IMYrrry 16611t01 I1r+V w.. apl IOJ1olp O..N.1..•Ir1 .lyM1 L Nnrn< •../wdyOYrSle pltK M'K if]A on •n KaalNa ulCONp2a0NV4 a 1`i_IY]f• NIL mlpl•.1_ 114 -11-1 YY a/14My0Y'a Nf11171 IM1•nSw••i 11.101 44.\Ny'1+1LYyc Ymaan Nr•.yrY I9103 WK 11]1•x!!. OII YI K•SOta, Ya (2tNrylYrNNra bL Now! Nta WY• ISt110 rNK KMilr MYI{•INm.Mf mY MI lis J IMA NrN 1K1lrl t•swa.a_Ia.JI 1/1mMa Y.nle<sr;+I C41u lvf1." NYta+f tulY wK f0.l.ah m/IM_KI M+l4N•n.n •n COrldipNwG1 1W IKllrl I.vN:rwl••p tlrrC V•ylNaln (•ICN« au01111t Ow.Lyrw <IN hCrwrn w-_ WrV•I NG a:I<aNdilpMnC.{-_-N1 NlpitJ Yn1 N6<n1 wi0+/nNy --_ IKIIr_I Ia 1C, _ 111s C Wrtn._yrl•ICY.•s tYo:.Jll•1 C••Sawl _ __ _ IfIIN 1)111 CNV•- -- INCyrAC OCl •Ir K•1_xO,wCON01`raJpaa IN m1FJ•t NrN4am ON'phrt IKllrl •<rwaal•+Or 111"10(_ LI<d••Yr l l yrY aYvnYN1 I:rwn•nya 0u•o•lr•/•N r•aa ly: sllK 1121. IN'K -_- tiNk- OR NaKN•Nq ap mNOIrWJIrJOI 11AT`N:rLI OOIy•1•w'«an.0u0r1«ry:au rnr M 1"I)MI r4W<aor 1lrmaa Y•N1.n•pICYw___-Nrm{ M{V C..Iw. ../W.eo ral•r/ca fY Iulr NVK apyrlr KI aN NCIi.Yq Ya OprIOT,OrJWC•i W mlNl:! oK,.Ca•..N •r...na, p.plam•Nw 1111!x1 IR.M•M•rT tllSCgC 110••<_ IWICOlI N•C •y -I Yt•a•r/•NI W .• NYK 1(MYLr OR an Klryfi. uC LpxOnANYIOa 11 miYS:t wK•yaNYkn.wn nMywNN IWI3"1 m V. lJtNR2 Wn laly.< VIIOr wK S2w Dan<•Snn. _ _ _ Ulm MK 1f0a4+r• M4.MVrINO,Ya mYplAMaat 1,46 Ni Y1•! NVY 2!•r.0•NnSp• IKllrl IwNn•A••N WAIN rtrc Mck<w Ormar• Nr akr.l sllr wK tfbYkr• Mut Ml:PGWmMOnAMN4L f+L NS!l 4n WYr 111110 wK J"•I.N. KI+I+K•;0.G Y. CONOnI0Ng6a M m1YitJ Yr YaG1 1"Ilml Na•gne••lN 111.10( reran laleaNa _ aMfOmr0 fnnwnl--_ _ _ - _ Ift%r NYK If0.0.aa Myn IaNW•IamNPYCMdaL elalf/l E•Maa IKI+101 krNwl••N 1111010(4v.n.+1.M1 wn__•_ aLmv0ln YN" wK IAN-M Yl w.naf., NI mNO.ICrpNa• 1N Y m1Y}:I 4'.rawnrM C«•aan IKMl01 irwrMwr•a0• 11/101N N.•w1•IC•_ Wn0•an 1 n)Im 1NK IK•NLh 011 •Ia K1101G aIIImVdlpOraa WL mllal`.1 0••OMui'1 1"11101 Ibnarw•a0• 1IMeIm ran 111 L•.r Y<YaNf lxV C«IM ••n lM'h YnnL Nn •Cin 1511" wK lao.YLI On+l•Iurlq Na [pvglmrFina NL e11a111 IIgV•C •J 4••arP lir UhaD•?•< ICalN01 rN w•aN _ 1Ilm1K __ wIIIGr+• Mvmatlf OOIv 4.•r_Y.•_/W.LeMC•IVYIr N•Hy< - Dam c N•YM OIIUNVIyq ua mVO.ICwla s M m M,z my 4.arN Nn rNIJPnd IL/Cll rneyi 1"11101 IN•r IaM 11110)0(__ Vnla p...• kVI1C1: wK•vw \M1.w•n (rkW wWl•.Y _•_ 1111.wK n:lr wac t"•4Y4 0a-M•Nq Ya mvgigmnOa mIJM:INK vN Vknr•n/Narpgrlr. 1"11101 rV+r4•wa•+q 114"m v.•<N...••.r pl u•ar rNtmale Nn Yr11 11NInw OO aIaNV nLa uI aNYJOL 4a 1W m11a1:) 4rw•r St1K Mi. C INM•Na ORaY ManNO IICCONgIrNWaa colla/:! 4ya4Yl IKIIIN Iw.Ywla aq M_ OIK _ n ry.IRCI•rN<_-' aa0111 hw LOan MJK ImN+ka OR••Ia KanNG •p(pN}mNdOL L!` W S}I WYllw••-_ IKllrl_ r.yraa. M• S. C rr ••••IaICNI< a•OY•mpf Ot1M1100 CmlY.t:wvrN CNV.<a.•.N ea CrOrt<na,_an_M____ l1J 5/130_• MV.IC Ir•4M M••Il MI11NG YtpYlglrvdaa NrL mIL`n27 OOIV .CanrN.Na d10•l.•Y/nlar lya t"tiro, 'Yr_w . llfmlOC vhww•p.lai WlY_ Also rMMMOV1er MAN r••rtln l" w•C IINU.h M•n WAIM.l. CdrdmNw6a f+L mINN1 OGV 4rM Ya rM•. p+P INII<r.rl rK11t01 lkY•a•rM••ts trmlCC wr•IIICY•IN aWl"11 waC. Y•n Na'.+w./nmryorr• 321" INKI6alaM OY •.tf•imG •p CVAlMrMlaa NWul INK-v<NLltiwn/rla"pla•r• M.Ml IN••a wI•IN INAIK NaCw lwllu•r< OMIDI" r Nasal r r.aNl lrl.•w...rL•r...+ki rNr•IYI IMI" wK IWYYh 0u••n NC•11110, WC01QOION01aa WL• 1pa3 4r•M.&(JY I..•w_x 111110 M'K ti01U+h 0O •p Kllny uS Cpraflgr6J4a Ni 06,w6 LY Usd uui% _ namrc _ I.Na. dnlu.rr. _ uwams odv La.•«•n.wdi<nn.r •..ata. oris. w.c mwM on .e K•nNc ul mKvl+oNmaa mupJL W mlv.o<rr YY o.o n... as 11111!01 hr irw45T _ tYlerC N«wnlwll Cl...• w,laOpL Opv.twn«•r•../N.0 OYerf./aN rnreLc tstl" wK tIN1.M Cu ua Kanxa. Y. eallproNdea y m::a adv.K..•«Y./Vna I x10. lw/W N. I Ia611ro1 NrN+w•Sa• Mfld10C_ Sr•wronl••rIIN•rk • rY!lr11 NaINKyr n/rlwaYCY N• _` lfllSa wK If0•IIYLI CLL l'. wlNm, •I.CgmI1rNYM.a IWC IWii In'K•VIN .•/NwrrwM• MOM - WOW ew•wpIMCY<r4 Omm•r a•. N1r.1 IUIm wK liN.- Kl•Ya w•tey M. C]Mglr.pma Iw mtWj• W. M.. IaMYSY M - ma... 1rA wJW4 Ny Wt•' fill.! r•arN•w "• rot.o.ft ONw glq al..N< aaaNlla® oKY •C••wN Y•rO+lOrIMN(1••n0 •IM naw w1•C tw.l M•'a K•IWG •IamN"Imwlcl 7w NIIY.k O.Y l•r••«•R•YPIr.NRN aa•6< tK 1r1ilrrNrwtr sn rl=010( e.rwul!I C!r.r. •vlNllamf ogy. Cww.«.n..d+eJONrOr IN/YII Nerlk< nur_X 100*" cit -w wM ONMIrWVt U. mUY:i mIv 4n•«•n•r/kVf OvIb INIIL N.aI t":Jmt 310WOC rlwocu.w_'•2jNru uWWI' wK Y.rYea.an/NNil.anr. 8531. vK NL NlwJ INK.vinY"aww. rtN'r Ma.VN. Irl INrnNwy ml J•+Y Ia; LL.rN or.. a.••wrn ls/lm NVK lae a 0apllaY I/21}0 NVK ImIYM Cn"lc•nw,n •n CONpiAMNGa lir OiI s 4.1.x•1 11111x1 iMM•.wl•4Y' ltaos p1<W< aNt41N1 6rMa-Owaw,u•wcvy lulm C uyr . ou M. m.nw•ul OblomOMtm a NN N:wli"lita oi sctaMen IKISICI nr..wwl•SN IIOIOMC_[aw.N m•N1 NNrmf OOiv C•wrti Y•aOr0•l ram •lsv Imw c ONaYIr On. M•IdG M0mNp110NJmL 1+ etan;k CtgV•CwrrrYw OYq llwO/CY Nar.11w Yfllrol_karN w_`Y• Ir.0,OC tyr(CM<__ Yw NIOKMYCwaya ••...Mr.. wO.wnlN•a•lre< luim INK Ima1Mr OII+Ya MEATI .N(VINTICUM S•. INa:f OplY.4w.N •n..M'•.OYpINI. ha.l tKllrol '%www.. Yrs 1!110.[ EI«YIa1NNk_ N1D0t1 wK.y.nrYbn.w./NproOVr• Imlr WAC lm•LM M•Ya w•iala. Na mVOm01pr0{ JrM alw:f 1. cynl Vyrvr•/Kaly0wnN t"Ilrol n..•LN•••1w llflpK r+.w.lrlplat 00It04w 4r Wlrl Yll" INK tm+OLh M+n I{lltrm, Vl mNeIlmN"af l.Y mWMf U-1 unr INK 101aL1r On+M wanNG ua mrgl10yN0a M.'ZI 4. WYr neprllnitVl)1)S)NOC Nw+. plalUn<_--.Yxmrmf filly 4v.rnY..Mn•IN.V/u•NM1.CN< ---•------If71m N'JK ILNInh ORbwaturGWmVOIroNJFa MIWK OOp Cw+.«NaWpUwIL/VINea !tra nlNh•YNa YpyCCr Dau lot I. %$A"o0 its" Im SN0 lusme S__smw IIIWW to f!"M 111000 u46e 100 f.$)fm Kisi,w 100 Sfs3 sll"00 Lm $am IN sm srom 1i am Im fL.•)1m "A4m Sm JL•Ilm ".mfsf lm 10MN •storm Im swim flmm 1-• ' flmm Im f m 1 Im s/dlm su 1. Stall. "smsi. Im 11V1a0 I "w u1Nl.ts. It... 1 ate` ITY OF SANFORD BUILDING & FIRE PREVENTION SEP j 5 2015 PERMIT APPLICATION fel. Application No: Bldg. Permit #16-2190 Documented Construction Value: S 2 2,. 00 Job Address: 469 MERRY BROOK CIR (LOT 139) Historic District: Yes Nop Parcel ID: 27-19-30-5TU-0000-1390 Residential Commercial Type of Work: NewEl Addition Alteration Repair Demo Change of Use Move Description of Work: Install 13D overhead fire sprinklers system starting at 11-011 above finished floor. Plan Review Contact Person: Mickey Ferguson Title: Proj ect Manager Phone: 407-877-5582 Fax: 407-656-8026 Email•mferguson@waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHHALL LANE STE 200 City, State Zip: MAITLAND, FL 32751 Resident of property? : Contractor Information Name WAYNE AUTOMATIC FIRE SPRINKLERS, INC. Phone: 407-877-5557 Street: 222 Capitol Court Fax: 407-656-8026 City, State Zip: OCOEE, FL 37461 State License No.: FPC14-000057 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: ArchArchitect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, 10 furnaces, boilers, heaters, tanks, and air conditioners, etc. V FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'^ Edition (2f014 ,lorida C Idit' Code \ Revised: June 30, 2015 Pdrmn Application T NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. i 1' Signature of Owner/Agent Date Signature of Contractor gent Date Robert Dewar Print Owner/Agent's Name Print Contractor/Agent's Name DO- 11 Signature of Notary -State of Florida Date tgnal f.Fteftde , mss:^ r t T ` uv COMMISSION # FI` 06560 c XP14S: Febwaly P9, 2018 y ronCaC ThIu Not" Public 014VmilefRi Owner/Agent is Personally Known to Me or Contractor Agent is Personally Known to Me or Produced ID Type of I D Produced I D Type of I D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: BUILDING: Revised June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION F E SEP 1:i 20:3 6 Application No: Bldg. Permit#16-2190 U Documented Construction Value: S 825.00 Job Address: 469 Merry Brook Circle (Lot 139) Historic District: Yes No 0 Parcel ID: 27-19-30-5TU-0000-1390 Residential Commercial x Type of Work: New 2 Addition Alteration Repair Demo Change of Use Move Description of Work: Install underground piping starting at the B.F.P. by others. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: mferguson@waynerire.com Property Owner Information Name Taylor Morrison of FL Inc. % Phone: Street: 151 South hall Lane, suite #200 Resident of property? City, State Zip: Maitland, FL 32751 Contractor Information Name Wayne Automatic Fire Sprinklers, Inc. Phone: 407-877-5557 Street: 222 Capitol Court Fax: 407-656-8026 City, State Zip: Ocoee, FL 34761 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: State License No.: FPC14-000057 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 77!, 7! FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised. June 30, 2015 has. Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions' applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Contractor/A Produced ID X Personally Known to Me or Type of ID - BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: ASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION SEP 15 1016 PERMIT APPLICATION D ` Application No: Bldg. Permit #16-2191 Documented Construction Value: S 2750.00 Job Address: 465 MERRY BROOK CIR (LOT 140) Historic District: Yes Nop Parcel ID: 27-19-30-5TU-0000-1400 Residential Commercial Type of Work: NewEl Addition Alteration Repair Demo Change of Use Move Description of Work: Install 13D overhead fire sprinklers system starting at 11-01, above finished floor. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: mfergusonOwaynefire. com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 15]t,=SOUTHHALL LANE STE 200 Resident of property? City, State Zip: MAITLAND, FL 32751- Contractor Information Name AAYNE AUTOMATIC FIRE SPRINKLERS, INC. Phone: 407-877-5557 Street: 222 Capitol Court City, State Zip: OCOEE, FL 37461 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. - I P_— el F ) O FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code ^ Revised June 30, 2015 i Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio nd zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Dewar Print Contractor/Agent's Name ApQ,gn.r_,,re.f &N.Iny-State of Flotop_ _ _ _ _Date. iits_ Sl'JN 4 "` APIRES: Fetr ery -!6, 2018walyPu* UndenwietsContacersonalyKnowntoMeor Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIREAIrffl ch. BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD r BUILDING & FIRE PREVENTION f PERMIT APPLICATION Application No: Bldg. Permit #16-2191 Documented Construction Value: $ 825.00 Job Address: 465 Merry Brook Circle (Lot 140) Historic District: Yes No 0 Parcel ID: 27-19-30-5Tu-0000-140a Residential Commercial x Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Install underground piping starting at the B.F.P. by others. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: mferguson@waynefire.com Property Owner Information Name Taylor Morrison of FL Inc. Street: 151 Southhall Lane, Suite #200 City, State Zip: Maitland, FL 32751 Name Wayne Automatic Fire Sprinklers, Inc. Street: 222 Capitol Court City, State Zip: Ocoee, FL 34761 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: Phone: Resident of property? : Contractor Information Phone: 407-877-5557 Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOT1 COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify th:M—ap'D installation hasPPY commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 alp Permit Application 1 r 1IN(W r - 679 CITY OF SANFORD r BUILDING & FIRE PREVENTION f PERMIT APPLICATION Application No: Bldg. Permit #16-2191 Documented Construction Value: $ 825.00 Job Address: 465 Merry Brook Circle (Lot 140) Historic District: Yes No 0 Parcel ID: 27-19-30-5Tu-0000-140a Residential Commercial x Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Install underground piping starting at the B.F.P. by others. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: mferguson@waynefire.com Property Owner Information Name Taylor Morrison of FL Inc. Street: 151 Southhall Lane, Suite #200 City, State Zip: Maitland, FL 32751 Name Wayne Automatic Fire Sprinklers, Inc. Street: 222 Capitol Court City, State Zip: Ocoee, FL 34761 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: Phone: Resident of property? : Contractor Information Phone: 407-877-5557 Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOT1 COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify th:M—ap'D installation hasPPY commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 alp Permit Application k NOTICE: In addition to the requirements of this permit, there may be additional restrict ions'applicable to this property that may be" found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requ irements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date 09/15/16 Signature of Contrac or Agent Date Robert Dewar Print Contractor/Agent's Name tw :atiltM1 31tNV 9 ; : GFs; i ..xPIRES: Fetmary•''6, 2014 C tattirJ T1rl ry Puttlic lb ds*ilrnr Owner/Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: ASTE WATER: FIRE BUILDING: Revised: June 30, 2015 Permit Application 0 CITY OF SANFORD BUILDING & FIRE PREVENTION SEP 15 201 PERMIT APPLICATION U Application No: Bldg. Permit #16-2192 Documented Construction Value: S 2750.00 Job Address: 461 MERRY BROOK CIR (LOT 141) Historic District: Yes No 10 Parcel ID: 27-19-30-5TU-0000-1410 Residential Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Install 13D overhead fire sprinklers system starting at 11-011 above finished floor. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email•mferguson@waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHHALL LANE STE 200 City, State Zip: MAITLAND, FL 32751 Resident of property? : Contractor Information Name WAYNE AUTOMATIC FIRE SPRINKLERS, INC. Phone: 407-877-5557 Street: 222 Capitol Court City, State Zip: OCOEE, FL 37461 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Add ress: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wor lat ion has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. ( J FBC 105.3 Shall be insgribed ivith the Wile of application and the code in effect as of that date: 5'" Edition (2014) Florida Building Code O Revised: June 30, 2015 ` Permit Application `C\ NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date Robert Dewar Print Owner/Agcnt's Name Print Contractor/Agent's Name A r is lira Signature of Notary -State of Florida Date to I et;'" e, I tU I H A. AICCULH5550cXPINES: Fet;vwly2019hawedTln. iSNery Publierwrilem Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of 1D Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: 941 UILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD 1 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Bldg. Permit #16-2192 Documented Construction Value: S 825.00 Job Address: 461 Merry Brook Circle (Lot 141) Historic District: Yes No El Parcel ID: 27-19-30-5TU-0000-1410 Residential Commercial Q Type of Work: New Z Addition Alteration Repair Demo Change of Use Move Description of Work: Install underground piping starling at the B.F.P. by others. Plan Review Contact Person: Mickey Ferguson Phone: 407-877-5582 Title: Project Manager Fax: 407-656-8026 Email: mferguson@waynefire.com Property Owner Information Name Taylor Morrison of FL Inc. Phone: Street: 151 SouthfZall Lane, Suite #200 Resident of property? : City, State Zip: Maitland, FL 32751 Contractor Information Name Wayne Automatic Fire Sprinklers, Inc. Phone: 407-877-5557 Street: 222 Capitol Court City, State Zip: Ocoee, FL 34761 Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Name: N/A Phone: Street: City, St, Zip: Bonding Company: N/A Address: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. S CEU/ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be in_-4bed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: lune 30, 2015 ` Perniit Application r - CITY OF SANFORD 1 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Bldg. Permit #16-2192 Documented Construction Value: S 825.00 Job Address: 461 Merry Brook Circle (Lot 141) Historic District: Yes No El Parcel ID: 27-19-30-5TU-0000-1410 Residential Commercial Q Type of Work: New Z Addition Alteration Repair Demo Change of Use Move Description of Work: Install underground piping starling at the B.F.P. by others. Plan Review Contact Person: Mickey Ferguson Phone: 407-877-5582 Title: Project Manager Fax: 407-656-8026 Email: mferguson@waynefire.com Property Owner Information Name Taylor Morrison of FL Inc. Phone: Street: 151 SouthfZall Lane, Suite #200 Resident of property? : City, State Zip: Maitland, FL 32751 Contractor Information Name Wayne Automatic Fire Sprinklers, Inc. Phone: 407-877-5557 Street: 222 Capitol Court City, State Zip: Ocoee, FL 34761 Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Name: N/A Phone: Street: City, St, Zip: Bonding Company: N/A Address: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. S CEU/ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be in_-4bed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: lune 30, 2015 ` Perniit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID XZI-2 09/15/16 Signature of Contract gent Date Robert Dewar Print Contractor/Agent's Name ignature o Notary -State of Florida Date t1UTH A. MCCULLOCH MV COMMISSION M FF 06,5550 risPIIIES. February 26, 2018 G=WTllluWtAgr kUttdt+nvtilettt Conn to Me or Produced ID Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No W STE WATER: X' T"-"1/' BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION SEP 1 5?Ot PERMIT APPLICATION 1 . Application No: Bldg. Permit #16-2193 Documented Construction Value: $ 2750.00 Job Address: 457 MERRY BROOK CIR (LOT 142) Historic District: Yes No Parcel ID: 27-19-30-5TU-0000-1420 Residential Commercial Type of Work: NewEl Addition Alteration Repair Demo Change of Use Move Description of Work: Install 13D overhead fire sprinklers system starting at 11-01, above finished floor. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email•mferguson@waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHHALL LANE STE 200 Resident of property? City, State Zip: I MAITLAND, FL 32751 Contractor Information Name WAYNE AUTOMATIC FIRE SPRINKLERS, INC. Phone: 407-877-5557 Street: 222 Capitol Court Fax: 407-656-8026 City, State Zip: OCOEE, FL 37461 State License No.: FPC14 -000057 Architect/Engineer Information Name: N/A Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Add ress: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no w rk or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. j FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code \ Revised: June 30, 2015 (/ Permit Application \ 05-4- NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A 1 ? 1 1 T11 Lt. Signature of Owner/Agent Date Signature of Contractor gent Ddie Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Dewar Print Contractor/Agent'sName EDDo, ature o Notary -State of Florida bate 1y+ RUTH A. MCCULLOCH MY COMMISSION M FF 06650 t;xPIWCS: etruary :B,1018 d•,r, GonoeJ 7hru otery P hib Unua tr rs Contraefe k eit4tisr"I x abvivllyyEtft7tgtf to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NO ICE OF COMMENCEMENT. S Application is hereby made to obtain a permit to do the work and installations as indicated. I JiXthatno work or installation hasppY commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be in jibd wi h the date of application and the code in effect as of that date: 5'^ Edition (2014) Florida Building Code Revised:June 30,2015 Permit Application CITY OF BUILDING &FIRE PRE ENTOION Sr•' I c t PERMIT APPLICATION F . F Application No: Bldg. Permit #16-2193 Documented Construction Value: S 825.00 Job Address: 457 Merry Brook Circle (Lot 142) Historic District: Yes No El Parcel ID: 27-19-30-5TU-0000-1420 Residential Commercial x Type of Work: New ID Addition Alteration Repair Dcmo Change of Use Move Description of Work: Install underground piping starting at the B.F.P. by others. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: mferguson@waynefire.com Property Owner Information Name Taylor Morrison of FL Inc. Phone: Street: 151 Southhall Lane, Suite #200 Resident of property? City, State Zip: Maitland. FL 32751 Contractor Information Name Wayne Automatic Fire Sprinklers, Inc. } Phone: 407-877-5557 Street: 222 Capitol Court Fax: 407-656-8026 City, State Zip: Ocoee, FL 34761 State License No.: FPC14-000057 Architect/Engineer Information Name: N/A Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NO ICE OF COMMENCEMENT. S Application is hereby made to obtain a permit to do the work and installations as indicated. I JiXthatno work or installation hasppY commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be in jibd wi h the date of application and the code in effect as of that date: 5'^ Edition (2014) Florida Building Code Revised:June 30,2015 Permit Application r NOTICE: In addition to the requirements of this permit, there may be additional restrictions' applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Ac09/15/16 Signature of Contractor/Agent Date Robert Dewar Print Contractor/Agent's Name naturebNotn-State of Florida Date MCCULLOCH My COMMISSION Y FF 06WO CJ(PIA S: Febtutlry 26.2018 COItD2 11gL VW6ry PSC Urr..r.aler ContraC" alalUn- Me or Produced ID Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: /6 BUILDING: Revised: lune 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTIONSEP152015PERMITAPPLICATION D Application No: Bldg. Permit #16-2194 Documented Construction Value: $ 2750.00 Job Address: 453 MERRY BROOK CIR (LOT 143) Historic District: Yes No P Parcel ID: 27-19-30-5TU-0000-1430 Residential Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Install 13D overhead fire sprinklers system starting at 11-011 above finished floor. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email•mferguson@waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC I Phone: Street: 151 SOUTHHALL LANE STE 200 Resident of property? r - City, State Zip: MAITLAND, FL 32751 Contractor Information Name WAYNE AUTOMATIC FIRE SPRINKLERS, INC. Phone: 407-877-5557 Street: 222 Capitol Court City, State Zip: OCOEE , FL 37461 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ...... 7W 'S 11 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. no) FBC 105.3 Shall be inscribed vqhh the date of application and the code in effect as of that date: 5'" Edition (2014) Florida Building Code \ Revised lune 30, 2015 /, Permit Application \ NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 4 I Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Dewar Print Contractor/Agent's Name Signature of Notary -State of Florida ate Ij t RUTH A MCCULLOCH MY COMMISSION lIFF 066550 t:XPIRES: Febluary 26,2D18 a . Cw&d Yhtu Wvy PuNic Umtzr rdets Contracto e or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING. ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: / f BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION a J Lt, Application No: Bldg. Permit #16-2194 yC,%j Documented Construction Value: S 825.00 Job Address: 453 Merry Brook Circle (Lot 143) Historic District: Yes No El Parcel ID: 27-19-30-5TU-0000-14V Residential Commercial x Type of Work: New X Addition Alteration Repair Dcmo Change of Use Move Description of Work: Install underground piping starting at the B.F.P. by others. Plan Review Contact Person: Mickey Ferguson 'Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: mferguson@waynefire.com Property Owner Information Name Taylor Morrison of FL Inc. N Phone: Street: 151 Southhall Lane, Suite #200 Resident of property? City, State Zip: Maitland, FL 32751 Contractor Information Name Wayne•Automatic Fire•Sprinklers, Inc. Phone: 407-877-5557 Street: 222 Capitol Court Fax: 407-656-8026 City, State Zip: Ocoee, FL 34761 State License No.: Architect/Engineer Information Name: N/A Phone: Street: Fax: City, St, Zip: Bonding Company: N/A Address: E-mail: Mortgage Lender: N/A Address: FPC 14-000057 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. -M, — : FI) Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inIVibed,the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised- June 30, 2015 L Permit Application 1ij) til \r tTi_ dig CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION a J Lt, Application No: Bldg. Permit #16-2194 yC,%j Documented Construction Value: S 825.00 Job Address: 453 Merry Brook Circle (Lot 143) Historic District: Yes No El Parcel ID: 27-19-30-5TU-0000-14V Residential Commercial x Type of Work: New X Addition Alteration Repair Dcmo Change of Use Move Description of Work: Install underground piping starting at the B.F.P. by others. Plan Review Contact Person: Mickey Ferguson 'Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: mferguson@waynefire.com Property Owner Information Name Taylor Morrison of FL Inc. N Phone: Street: 151 Southhall Lane, Suite #200 Resident of property? City, State Zip: Maitland, FL 32751 Contractor Information Name Wayne•Automatic Fire•Sprinklers, Inc. Phone: 407-877-5557 Street: 222 Capitol Court Fax: 407-656-8026 City, State Zip: Ocoee, FL 34761 State License No.: Architect/Engineer Information Name: N/A Phone: Street: Fax: City, St, Zip: Bonding Company: N/A Address: E-mail: Mortgage Lender: N/A Address: FPC 14-000057 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. -M, — : FI) Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inIVibed,the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised- June 30, 2015 L Permit Application 1 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. AL09/15/16 Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Dewar Print Contractor/Agent's Name gig -nature of Notary -State of Florida Date RUTH A MCCULLOCH Jw. MY COMMISSION @ FF 066550 EXPIRES: February 26, 2018 P,};1t F.a Thn Aklary PuNic Unt'e rrilnr Contr " to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: 719 QcZ4. BUILDING: Revised: June 30, 2015 Permit Application d a "' CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Bldg. Permit #16-2195 Documented Construction Value: S 2750.00 Job Address: 449 MERRY BROOK CIR (LOT 144) Historic District: Yes NoE] Parcel ID: 27-19-30-5TU-0000-1440 Residential Commercial 11 Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Install 13D overhead fire sprinklers system starting at 11-011 above finished floor. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email•mferguson@waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHHALL LANE STE 200 Resident of property? City, State Zip: MAITLAND, FL 32751 Contractor Information Name WAYNE AUTOMATIC FIRE SPRINKLERS, INC. Phone: 407-877-5557 Street: 222 Capitol Court Fax: 407-656-8026 City, State Zip: OCOEE, FL 37461 FPC14-000057 State License No.: Architect/Engineer Information N/A Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that o work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, Ofurnaces, boilers, heaters, tanks, and air conditioners, etc. 1 F13C 105.3 Shall be insc ' ssl wit the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code O J IC Revised- June 30, 2015 Permit Application /\ NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Oew - - l D/ Signature ofContractor/Agent Date Robert Dewar Print Contractor/Agent's Name ignatu W' l:0MMISSION # Ft- (>F65 i0 EXPIRES: February 26, 2016 Carded Ttw ND*. Puttlic Undenvritere r Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WAS E WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Bldg. Permit #16-2195 Documented Construction Value: $ 825.00 Job Address: 449 Merry Brook Circle (Lot 144) Historic District: Yes No El Parcel ID: 27-19-30-5TU-0000-1440 Residential Commercial x Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Install underground piping starting at the B.F.P. by others. Plan Review Contact Person: Mickey Ferguson Phone: 407-877-5582 Name Taylor Morrison of FL Inc. Title: Project Manager Fax: 407-656-8026 Email: mferguson@waynefire.com Property Owner Information Phone: Street: 151 South9pll Lane, Suite #200 Resident of property? : City, State Zip: Maitland, FL 32751 Name Wayne Automatic Fire Sprinklers,~ Inc. Street: 222 Capitol Court City, State Zip: Ocoee, FL 34761 Name: N/A Street: City, St, Zip: Bonding Company: N/A Contractor Information Phone: 407-877-5557 Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that now rk oCri_nstallln commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be in with a date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code r Revised: June 30, 2015 r '>'\e Permit Application til\Y tr` fii9 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Bldg. Permit #16-2195 Documented Construction Value: $ 825.00 Job Address: 449 Merry Brook Circle (Lot 144) Historic District: Yes No El Parcel ID: 27-19-30-5TU-0000-1440 Residential Commercial x Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Install underground piping starting at the B.F.P. by others. Plan Review Contact Person: Mickey Ferguson Phone: 407-877-5582 Name Taylor Morrison of FL Inc. Title: Project Manager Fax: 407-656-8026 Email: mferguson@waynefire.com Property Owner Information Phone: Street: 151 South9pll Lane, Suite #200 Resident of property? : City, State Zip: Maitland, FL 32751 Name Wayne Automatic Fire Sprinklers,~ Inc. Street: 222 Capitol Court City, State Zip: Ocoee, FL 34761 Name: N/A Street: City, St, Zip: Bonding Company: N/A Contractor Information Phone: 407-877-5557 Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that now rk oCri_nstallln commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be in with a date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code r Revised: June 30, 2015 r '>'\e Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions'applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 09/15/16 Signature of Contractor/Agent Date Robert Dewar Print Contractor/Agent's Name C Ll 1 to, gnatu4.4j_l1 rids Y _ Date. — - t a MY COMhIISSION >f FF 066550 EXPIRES: FetrjW M 2019 ron(iiid Thru Wary Pu011c Undenv6tenp I Contractor/ gent 1s Personally Known to Ma or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application ti CITY OF SANFORD BUILDING & FIRE PREVENTION F D , J 2oir PERMIT APPLICATION M1 t•f Application No: Bldg. Permit #16-2196 Documented Construction Value: $ 825.00 Job Address: 445 Merry Brook Circle (Lot 145) Historic District: Yes No Q Parcel ID: 27-19-30-5Tu-0000-145D Residential Commercial x Type of Work: New x Addition Alteration Repair Demo Change of Use Move Description of Work: Install underground piping starting at the B.F.P. by others. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: mferguson@waynefire.com Name Taylor Morrison of FL Inc. Street: 151 Southhall Lane, Suite #200 City, State Zip: Maitland, FL 32751 Property Owner Information Phone: Resident of property? : Contractor Information Name Wayne Autdmatic'Fire Sprinklers,'lnc. Y Phone: 407-877-5557 Street: 222 Capitol Court City, State Zip: Ocoee, FL 34761 Name: N/A Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: N/A Address: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certifyTthanowork or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 01 FBC 105.3 Shall be in,f"ed wit the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code (\ Revised: June 30, 2015 " fermit Application 00. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the pen -nit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your pen -nit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID R2 09/15/16 Signature of Contractor/Agent Date Robert Dewar Print Contractor/Agent's Name 4 ignature of Notary-6tmcv PIV"V; _ '^'4 Date 1vit1 A. \1CGlillu`i;H fr r MY COMMISSION 11 FF 0660 EXPIRES: February .'.6, 2018 t'• • Conded Thtu l bwq Public Undervadets VI Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: Ile BUILDING: Revised: June 30, 2015 Permit Application I CITY OF SANFORD SEP 15 2016 BUILDING & FIRE PREVENTION PERMIT APPLICATION D La Application No: Bldg. Permit #16-2196 Documented Construction Value: $ 2750.00 Job Address: 445 MERRY BROOK CIR ( LOT 14 5) Historic District: Yes No Parcel ID: 27-19-30-5TU-0000-1450 Residential Commercial E] Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Install 13D overhead fire sprinklers system starting at 11-011 above finished floor. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email•mferguson@waynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC I Phone: Street: 151 SOUTHHALL LANE STE 200 City, State Zip: MAITLAND, FL 32751 Resident of property? : Contractor Information Name WAYNE AUTOMATIC FIRE SPRINKLERS, INC. Street: 222 Capitol Court City, State Zip: OCOEE , FL 37461 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: Phone: 407-877-5557 Fax: 407-656-8026 State License No.: FPC14-000057 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDIN OUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 cerci that no work or installation as commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FRC 105.3 Shall he inscribed wvikh the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised June 30, 2015 [ / Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. e . i 1'hv Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Dewar Print Contractor/Agent's Name nat re of Notary. _ a Date MY COMMISSION # FF D66550 EXPIRES: Fetruary 26, 2018 13001d6d Thru AblW Pu* Undenwiten Contractor/Agent 1s Personally Produced ID •.-Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: J ASTE WATER: FIRE: P — BUILDING: Revised: June 30, 2015 Permit Application St - P CITY OF SANFORD152016 , BUILDING & FIRE PREVENTION PERMIT APPLICATION 1 _ Application No: Bldg. Permit #16-2197 Documented Construction Value: $ 2750.00 Job Address: 441 MERRY BROOK CIR (LOT 146) Historic District: Yes Nop_ Parcel ID: 27-19-30-5TU-0000-1460 Residential Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: Install 13D overhead fire sprinklers system starting at 1' -0" above finished floor. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email•mfergusonOwaynefire.com Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 SOUTHHALL LANE STE 200 Resident of property? City, State Zip: MAITLAND, FL 32751 Contractor Information Name WAYNE AUTOMATIC FIRE SPRINKLERS,- INC. Phone: 407-877-5557 Street: 222 Capitol Court Fax: 407-656-8026 City, State Zip: OCOEE, FL 37461 State License No.: FPC14 - 000057 Architect/Engineer Information Name: N/`a' Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. S Fb Application is hereby made to obtain a permit to do the work and installations as indicated. I certify tha no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Q Revised June 30, 2015 \ Permit Application 115—\\( U NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. iS v. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Dewar Print Contractor/Agent's Name gn3aturmf-Notmy3tetC 0rFT0nda ' Date riu H A. MCCULLJCH VIS CCMMISSICN # FF 066550 ExPIHES: Fet;ruary . 6 2018 GondeJ Tbru ;Joiary Public LWermiLlIts Contractor/Agent is x Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: —A•,46 BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR[N OTI E OF COMMENCEMENT. t Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be ins,rd with ate of application and the code in effect as of that date: 5'" Edition (2014) Florida Building Code Revised: lune 30, 2015 , 1 Pennit Application i ' "' BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Bldg. Permit #16-2197 Documented Construction Value: $ 825.00 Job Address: 441 Merry Brook circle (Lot 146) Historic District: Yes No x Parcel ID: 27-19-30-5TU-0000-146 Residential Commercial x Type of Work: New x Addition Alteration Repair Demo Change of Use Move Description of Work: Install underground piping starting at the B.F.P. by others. Plan Review Contact Person: Mickey Ferguson Title: Project Manager Phone: 407-877-5582 Fax: 407-656-8026 Email: mferguson@waynefire.com Property Owner Information Name Taylor Morrison of FL Inc. Phone: Street: 151 Southhall Lane, Suite #200 Resident Of property? City, State Zip: Maitland, FL 32751 Contractor Information Name Wayne Automatic Fire Sprinklers, Inc. Phone: 407-877-5557 Street: 222 Capitol Court Fax: 407-656-8026 City, State Zip: Ocoee, FL 34761 State License No.: FPC14-000057 Architect/Engineer Information Name: N/A Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR[N OTI E OF COMMENCEMENT. t Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be ins,rd with ate of application and the code in effect as of that date: 5'" Edition (2014) Florida Building Code Revised: lune 30, 2015 , 1 Pennit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Nane Date Signature of Notary -State of Florida Date 40 09/15/16 Signature of Contract gent Date Robert Dewar Name ROH A. MCCUIIOCN MY COMMISSION # FF 068350 EXPIRES: February 26,201B Contied Thtu Notary PuNlo Undenv6ra 511V Owner/Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: COMMENTS: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407-688-5052 FAX:407-688-5051 J S J PERMIT #: I ` ATE: ! / P JSINESS/PROJECT NAME. 2 DRESS: s s cC` 1 NTACT NAME: V C l PHON : 6 S;7Z, PLAN REVIEW INFORMATION O Construction 1] C/O O Fire Alarm 0 Fire Sprinkler O Hood OTank O Paint Booth D% REDUCTION IN FIRE IMPACT FEES APPLY: OYES ONO eolftb T t g. ROW 7 6kf P,3 13 Carl McQuai From: Taylor Morrison Florida, Juan Lopez <postmaster@hyphensolutions.net> Sent Wednesday, September 07; 201610:20 AM To: Carrinette Wallace; Carl McQuaig Subject Thornbrooke 25s, 000139_469 Merry Brook Circle, 125204 - Fire Sprinkler Underground 16611301 0045, BuildPro Order #16611301004537 0me) Importance: High Taylor Morrison ORDER 16611301_004537Thombrooke25sFlorida #: Purchase Order COST 125204CODE: Request CONTACT INFORMATION: FROM: Taylor Morrison Florida - rhombrooke 25s O: WAYNE AUTOMATIC FIRE SPRINKLER ADDRESS: 2600 Lake Lucien Drive ite 350rMlaitland, FL 32751 TTN: Carrinette Wallace OFFICE: 07-877-5504 MAIN: ;407-629-0077 FAX: VENDOR 407-656-8026 FAX: 555) 555-5555 978658068 Please direct JOB INFORMATION: the following tasks to: Juan DATE 09/08/2016 JOB 000139_469 PLAN: 2369022D 125204 - Fire Sprinkler Underground NAME: Ment' Brook Willow [NFL]) NEEDED: 1 Circle 2750.00 825.00 PO DATE: 09/07/2016 JOB 469 Merry ELEV/SWING: See Starm Tax Total: 0.00 ADDRESS: Brook Circle LOT/BLOCK: 000139/•'N/A•• Sanford, FL 32771 MAP BACKORDER POLICY: hip and Back Order LOCATION: REQUEST INFORMATION: QTY DESCRIPTION UNIT PRICE TOTAL 125204 - Fire Sprinkler Underground 16611301_0045 1 Firesprinkler Install , Underground 2750.00 825.00 Subtotal: 825.00 Tax Total: 0.00 Total: 825.00 Submitted by: Juan Lopez 09/07/2016 9:19:58 AM Powered by Hyphen Solutions - htto://www.hvuhensoluUons.com Carl McOuai From: Taylor Morrison Florida, Juan Lopez <postmaster@hyphensolutions.net> Sent Wednesday, September 07-,2016 10:22 AM To: Carrinette Wallace, Carl McQuaig Subject: Thornbrooke 25s, 00014046S Merry Brook Circle, 125204 - Fire Sprinkler Underground 16611301 0046, BuildPro Order *16611301004627 Ome) Importance: High Taylor Morrison ORDER 16611301004627Thombrooke25sFlorida #: _ Purchase Order COST 125204CODE: Request CONTACT INFORMATION: FROM: Taylor Morrison Florida - Taylor 25s O: AYNE AUTOMATIC FIRE SPRINKLER ADDRESS: i 12600 Lake Lucien Drive Suite 350 FMaitlan_d L TTN: Carrinette Wallace OFFICE: 07-877-5504 MAIN: 11407-629-0077 AX:—._~ NDOR 07-656-8026 FAX: 555) 555-5555 1978658068 Please direct JOB INFORMATION: the following tasks to: Juan DATE 09/08/2016 JOB 000140 465 PLAN: 2285022D NEEDED: 125204 - Fire Sprinkler Underground NAME: Merry Brook Redwood 1 Circle 2750.00 NFL]) PODATE: 09/07/2016 JOB 465 Merry ELEV/SWING: See Start/R i 0.00 ADDRESS: Brook Circle LOTIBLOCK: 000140/••N/A•• Sanford, iFL 32771 MAP LOCATION: BACKORDER POLICY: Ship and Back Order REQUEST INFORMATION: QTY DESCRIPTION UNIT PRICE TOTAL 125204 - Fire Sprinkler Underground 16611301_0046 1 Firesprinkler Install , Underground 2750.00 825.00 Subtotal: 825.00 Tax Total: 0.00 Total: 825.00 Submitted by: Juan Lopez 09/07/2016 9:22:21 AM Powered by Hyphen Solutions - htta:/Avww.hvohensolutions.com Carl McOuai From: Taylor Morrison Florida, Juan Lopez <postmaster@hyphensolutions.net> Sent: Wednesday, September 07,-2016 10:26 AM To: Carrinette Wallace, Carl McQuaig Subject: Thornbrooke 25s, 000141_461 Merry Brook Circle, 125204 - Fire Sprinkler Underground 16611301_0047, BuildPro Order *16611301_004716 Orne) Importance: High Taylor Morrison ORDER 16611301_004716lThombrooke25sFlorida ;r: Purchase Order COST CODE: 125204 Request CONTACT INFORMATION: FROM: ITaylor Morrison Florida - IThombrooke 25s O: WAYNE AUTOMATIC FIRE SPRINKLER ADDRESS: 2600 Lake Lucien Drive Suite 350 Maitland, FL32751 Carrinette WallaceTTN: OFFICE: 07-877-5504 07-656-8026M _ AIN: -407-629-007_7 Redwood FAX: FAX: 555) 555-5555 VC --DOR 978658068 Please direct questions regarding the following tasks to: Juan E: 07-205- FAX: I (EMAIL: iloaez(cDtaylorn JOB INFORMATION: DATE 09/08/2016 JOB 000141_461 PLAN: 2285022D 125204 - Fire Sprinkler Underground NAME: Merry Brook RedwoodNEEDED: 1 Circle 2750.00 NFL]) PO DATE: 09/07/2016 JOB 461 Merry ELEV/SWING: See Start/R Tax Total: 0.00 DRESS: Brook Circle LOTBLOCK: 000141r*N/A•• Sanford, FL 32771 MAP BACKORDER POLICY: Ship and Back Order LOCATION: REQUEST INFORMATION: CITY DESCRIPTION UNIT PRICE TOTAL 125204 - Fire Sprinkler Underground 16611301_0047 1 Firesprinkler Install , Underground 2750.00 825.00 Subtotal: 825.00 Tax Total: 0.00 Total: 825.00 Submitted by: Juan Lopez 09/07/2016 9:26:01 AM Powered by Hyphen Solutions - htto://www.hvohensoluUons.COM Carl McOuai From: Taylor Morrison Florida, Juan Lopez <postmaster@hyphensolutions.net> Sent Wednesday, September 07; 201610:28 AM To: Carrinette Wallace; Carl McQuaig Subject Thornbrooke 25s, 000142_457 Merry Brook Circle, 125204 - Fire Sprinkler Underground 116611301_0048, BuildPro Order #16611301004807 Orne) Importance: High Taylor Morrison ORDER 16611301 004807Thombrooke25s #: — Florida Cosi Purchase Order CODE: 125204 Request CONTACT INFORMATION: FROM:PhombrookeylorMorrison Florida - 25s O: AYNE AUTOMATIC FIRE SPRINKLER ADDRESS: 2600 Lake Lucien Drive Suite 350 Maitland, FL TTN: Carrinette Wallace OFFICE: FAX: 07-877-5504 07-656-8026MAIN: 32751 X07-629-0077 FAX: 555) 555-5555 VENDOR 978658068 Please direct questions JOB INFORMATION: the followlno tasks to: Juan DATE 09/08/2016 JOB 000142_457 PLAN: 2028022D NEEDED: 125204 - Fire Sprinkler Underground NAME: Ment' Brook Birch [NFL]) I 1 Circle 2750.00 825.00 DATE: 09/07/2016 JOB 457 Merry ELEV/SWING: See Start/l. SPO f 0.00 DRESS: Brook Circle LOTBLOCK: 000142r'N/A•• Sanford, FL 32771 MAP BACKORDER POLICY: Ship and Back Order LOCATION: REQUEST INFORMATION: GITY DESCRIPTION PRNCE TOTAL 125204 - Fire Sprinkler Underground 16611301_0048 1 Firesprinkler Install , Underground 2750.00 825.00 Subtotal: 825.00 Tax Total: 0.00 Total: 825.00 Submitted by: Juan Lopez 09/072016 9:27:59 AM Powered by Hyphen Solutions - htto://www.hvohensoluUons.com Carl McQuai From: Taylor Morrison Florida, Juan Lopez < postmaster@hyphensolutions.net > Sent: Wednesday, September 07; 201610:30 AM To: Carrinette Wallace; Carl McQuaig Subject: Thornbrooke 25s, 000143 453 Merry Brook Circle, 125204 - Fire Sprinkler Underground 16611301 0048, BuildPro Order #16611301_004897 Ome) Importance: High Taylor Morrison ORDER 16611301_004897Thombrooke25sFlorida #: Purchase Order COST 125204CODE: Request CONTACT INFORMATION: FROM: raylor Morrison Florida - O: WAYNE AUTOMATIC FIRE PLAN: hombrooke 25s NEEDED: SPRINKLER ADDRESS: Lake Lucien Drive TTN: Carrinette Wallace i 2,600 uite 350 OFFICE: 07-877-5504 2750.00 aitland FL 3275_1 IPO DATE: 09/07/2016 iMAIN: _ 407-629-0077 FAX: 07-656-8026 jFAX: 555) 555-5555 NDOR 978658068 Please direct PHONE: 07 -205 - JOB INFORMATION: the followina tasks to: Juan DATE 09/08/2016 JOB 000143 453 PLAN: 2028022D NEEDED: 125204 - Fire Sprinkler Underground NAME: Merry Brook Birch [NFL]) i 1 Circle 2750.00 825.00 IPO DATE: 09/07/2016 JOB 453 Merry ELEV/SWING: See Start/R Tax Total: 0.00 DRESS: Brook Circle LOTBLOCK: 000143/"N/A" Sanford, FL 32771 MAP BACKORDER POLICY: Ship and Back Order LOCATION: REQUEST INFORMATION: CITY DESCRIPTION R"CE TOTAL 125204 - Fire Sprinkler Underground 16611301_0048 1 Firesprinkler Install , Underground 2750.00 825.00 Subtotal: 825.00 Tax Total: 0.00 Total: 825.00 Submitted by: Juan Lopez 09/07/2016 9:29:59 AM Powered by Hyphen Solutions - htto:/Avww.hvnhensolulions.com Carl McOuai From: Taylor Morrison Florida, Juan Lopez <postmaster@hyphensolutions.net> Sent: Wednesday, September 07,'2016 10:44 AM To: Carrinette Wallace; Carl McQuaig Subject: Thornbrooke 25s, 000144_449 Merry Brook Circle, 125204 - Fire Sprinkler Underground 16611301_0049, BuildPro Order #16611301_004986 Orae) Importance: High Taylor Morrison ORDER 16611301_004986Thombrooke25sFlorida #: Purchase Order COST 125204CODE: Request CONTACT INFORMATION: FROM: raylor Morrison Florida - hombrooke 25s O: WAYNE AUTOMATIC FIRE SPRINKLER ADDRESS: 2600 Lake Lucien DriverSuite350 FL 327_51 TTN: Carrinette Wallace OFFICE: 07-877-5504 Maitland iMAIN: 7-629-0077 FAX: 07-656-8026 FAX: 555) 555-5555 ENDOR 1978658068 Please direct JOB INFORMATION: the following tasks to: Juan Lopez DATE 09/08/2016 JOB 000144_449 PLAN: 2285022D NEEDED: 125204 - Fire Sprinkler Underground NAME: Merry Brook Redwood 1 Circle 2750.00 NFL)) OPDATE: 09/07/2016 JOB 449 Merry ELEWSWING: See Start/L i 0.00 ADDRESS: Brook Circle Sanford, LOTIBLOCK: 000144/"N/A" FL 32771 r_..----------------- EMAP LOCATION: BACKORDER POLICY: Ship and Back Order REQUEST INFORMATION: OTY DESCRIPTION PRICE TOTAL 125204 - Fire Sprinkler Underground 16611301_0049 1 Firesprinkler Install , Underground 2750.00 825.00 Subtotal: 825.00 Tax Total: 0.00 Total: 625.00 Submitted by: Juan Lopez 09/07/2016 9:43:49 AM Powered by Hyphen Solutions - htto:/Avww.hvohensolutions.com Carl McQuai From: Taylor Morrison Florida, Juan Lopez <postmaster@hyphensolutions.net> Sent~ Wednesday, September 07; 201610:34 AM To: Carrinette Wallace; Carl McQuaig Subject: Thornbrooke 25s, 000145 445 Merry Brook Circle, 125204 - Fire Sprinkler Underground 16611301 0050, BuildPro Order #16611301005074 Ome) Importance: High Taylor Morrison ORDER 16611301_005074Thombrooke25sFlorida #: Purchase Order COST 125204CODE: Request CONTACT FROM: INFORMATION: ylor Morrison Florida - O: AYNE AUTOMATIC FIREPhornbrooke25sSPRINKLER ADDRESS: 2600 Lake Lucien Drive Suite 350 Maitland FL 32751 TTN:_ Carrinette Wallace OFFICE: 07-877-5504 MAIN: 07-629-0077 --—~ -FAX: 07-656-8026 FAX: 555) 555-5555 NDOR 978658068 Please direct PHONE: - 07-205- JOB INFORMATION: the following tasks to: Juan DATE 09/08/2016 JOB 000145 445 PLAN: 2285022D NEEDED: 125204 - Fire Sprinkler Underground NAME: Merry Brook Redwood 1 Circle 2750.00 NFL)) PO DATE: 09/07/2016 OB 445 Merry ELEV/SWING: See Start& Tax Total: 0.00 ADDRESS: Brook Circle Sanford, LOTBLOCK: 000145/"N/A-- FL 32771 MAP BACKORDER POLICY: Ship and Back Order LOCATION: REQUEST INFORMATION: CITY DESCRIPTION UNIT PRICE TOTAL 125204 - Fire Sprinkler Underground 16611301_0050 1 Firesprinkler Install , Underground 2750.00 825.00 Subtotal: 825.00 Tax Total: 0.00 Total: 825.00 Submitted by: Juan Lopez 09/07/2016 9:33:34 AM Powered by Hyphen Solutions - httpJ/www.hyphensolutions.com Carl McQuai From: Taylor Morrison Florida, Juan Lopez <postmaster@hyphensolutions.net> Sent Wednesday, September 07;2016 10:36 AM To: Carrinette Wallace, Carl McQuaig Subject: Thornbrooke 25s, 00014k441 Merry Brook Circle, 125204 - Fire Sprinkler Underground 16611301 0051, BuildPro Order #16611301005165 Gme) Importance: High Taylor Morrison ORDER 16611301005165Thombrooke25sFlorida0: _ Purchase Order CODE: 125204 Request CONTACT FROM: INFORMATION: eylor Morrison Florida - O: WAYNE AUTOMATIC FIRErThombrooke25sSPRINKLER ADDRESS: 12600 Lake Lucien Drive Suite 350 Maitland FL 32751 TTN: Carrinette Wallace OFFICE: 07-877-5504 1407-629-0077MAIN: d07-629-0077 FAX: 07-656-8026 FX: 555) 555-5555 VENDOR 978658068 Please direct JOB INFORMATION: the following tasks to: Juan DATE 09/08/2016 JOB 000146_441 PLAN: 2369022D NEEDED: 125204 - Fire Sprinkler Underground NAME: Merry Brook Willow [NFL)) i 1 Circle 2750.00 825.00 fO DATE: 09/07/2016 JOB 41 Merry ELEV/SWING: See Start/L Tax Total: 0.00 DRESS: Brook Circle LOT/BLOCK: 000146/"N/A'• i Sanford, I FL 32771 MAP BACKORDER POLICY: Ship and Back Order LOCATION: REQUEST INFORMATION: QTy DESCRIPTION PUNIT TOTAL 125204 - Fire Sprinkler Underground 16611301_0051 1 Firesprinkler Install , Underground 2750.00 825.00 Subtotal: 825.00 Tax Total: 0.00 Total: 825.00 Submitted by: Juan Lopez 09/07/2016 9:36:10 AM Powered by Hyphen Solutions - htto://www.hvnhensolutions.com A lvCCORCERTIFICATE OF LIABILITY INSURANCEAl DATE (MM/DD/YYYY) 8/29/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Brown & Brown of Florida, Inc. 2290 Lucien way Suite 400 Maitland PL 32751 NTNADMEACT Samantha Murray FAXNo: (407)660-2012PHONE (407) 660-8282 AC ADDREs:BmurrayQbborlando.com INSURERS AFFORDING COVERAGE NAIC 0 INSURER A:Evans ton Ins. Co. 35378 INSURED Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Ct Ocoee PL 34761 INSURER BAmerisure Insurance Co. 19488 INSURER C. -Navigators Specialty Ina Co 36056 INSURER oAmerisure Insurance Com an 19488 INSUREREMarkel American Ina. Co. 28932 INSURER F: PnNCCAt`__cc rFRTIFIreTF NI IMRFR•CL1682608116 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSRLTR TYPE OF INSURANCE ADDLSUUR POLICY NUMBER MM/ DDYEFF / YYYY fYY EXPMMLIDDYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 11000,000 A CLAIMS -MADE D OCCUR DAMAGE PREMISE Eaoccurrence)NS 100,000 MED EXP (Any one person)$ 51000XContractualLiab3C417689/1/2016 9/1/2017 X XCU Liab Per Cont PERSONAL& ADV INJURY $ 11000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS. COMP/OP S 2,000,000RPOLICYDECLOC OTHERS AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 11000,000Eastrident BODILY INJURY (Per person) $ B X ANY AUTO ALL OWNEDSCHEDULED AUTOS AUTOS NON -OWNED X HIRED AUTOS X AUTOS CA210OS61 4/1/2016 4/1/2017 BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accident) Undennsured motorist S 500,000 UMBRELLA LIAS X OCCUR EACH OCCURRENCE $ 11000,000 AGGREGATE $ 11000,000 C XEXCESS LIAB CLAIMS.MADE DED RETENTIONS NYI6EXCI69817IC 9/1/2016 9/1/2017 D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN OFFICERIM( Mandatory in H) EXCLUDED? Mandatory in NH) N A WC2081958 OTHER WC2001956 PL 4/1/2016 4/1/2017 X STAT TE ETH - E L. EACH ACCIDENT $ 11000,000 E.L. DISEASE - EA EMPLOYE $ 1, 000, 000 E L. DISEASE - POLICY LIMIT $ 11000,000Ursdescnbeunder DESCRIPTION OF OPERATIONS below E inland Marine MAXA31MOO49307 9/1/2016 9/1/2017 Per Item 500,000 1%/$1,000 Min Ded Rented/Leased Equipment Aggregate 750,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) rnTrCrnATc unr MCM rONCFI I OTWIN W 1985-2074 AWRLI GC)RPORA I ivN. An ngnis reserves. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD INS025 /7m an+I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Sanford 300 North Park Avenue THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Sanford, FL 32772 AUTHORIZED REPRESENTATIVE T D'Avanzo, CPCU, CPA W 1985-2074 AWRLI GC)RPORA I ivN. An ngnis reserves. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD INS025 /7m an+I COMMENTS/REMARKS ADDITIONAL INSURED- OWNERS, LESSEES, CONTRACTORS CG 2038 ADDITIONAL INSURED- OWNERS, LESSEES, CONTRACTORS -COMPLETED OPERATIONS CG 2037 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US MEGL 0241 ENDORSEMENTS CG 2038, CG 2037 AND MEGL 0241 APPLY AS REQUIRED BY CONTRACT, PROVIDED CONTRACT IS EXECUTED PRIOR TO LOSS 1 OFREMARK COPYRIGHT 2000, AMS SERVICES INC. Jeff Atwater Casia Sinco CHIEF FINANCIAL OFFICER BUREAU CHIEF Julius Halas Keith McCarthy DIVISION DIRECTOR SAFETY PROGRAM MANAGER FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF STATE FIRE MARSHAL 200 East Gaines Street - Tallahassee, Florida 32399.0342 Tel. 850-413-3644 Fax, 850-410-2467 CERTIFICATE OF COMPETENCY OFFICIAL COPY THIS CERTIFIES THAT: Robert Dewar 222 Capitol Court Ocoee FL 34761 BUSINESS ORGANIZATION: Wayne Automatic Fire Sprinklers, Inc. Contractor I includes the execution of contracts requiring the ability, experience, knowledge, science; and skill to intelligently layout, fabricate, install, inspect, alter, repair, or service all types of Fire Protection Systems, excluding Pre -Engineered Systems. Issue Date: Type: Class: County: License/Permit #: Expiration Date: Chief Financial Officer 07/01/2016 07 10 Orange FPC 14-000057 06/30/2018 Scott Randolph, Tax Collector Local Business Tax Receipt Orange County, Florida This local business tax receipt is in addition to and not in lieu of any other tax required by law or municipal ordinance. Businesses are subject to regulation of zoning, health and othf lawful authorities. This receipt is valid from October 1 through September 30 of receipt year. Delinquent penalty Is added October 1. 2016 EXPIRES 9/30/2017 3501 FIRE SPRINKLERS/ALAR $30.00 1 EMPLOYEE TOTAL TAX $30.00 GEY WAYN PRESIDENT PREVIOUSLY PAID $30.00 TOTAL DUE $0.00 WAYNE AUTOMATIC FIRE SPRINKLER GEY WAYN PRESIDENT 222 CAPITOL CT OCOEE FL 34761-3019 222 CAPITOL CT F - OCOEE, 34761 3501-0025437 PAID: $30.00 0098-00736094 8/1/2016 Scott Randolph, Tax Collector Local Business Tax Receipt Orange County, Florida This local business tax receipt is in addition to and not in lieu of any other tax required by law or municipal ordinance. Businesses are subject to regulation of zoning, health and otht lawful authorities. This receipt is valid from October 1 through September 30 of receipt year. Delinquent penalty Is added October 1. 2016 EXPIRES 9/30/2017 3501-0025437 3501 FIRE SPRINKLERS/ALAR $30.00 1 TOTAL TAX $30.00 PREVIOUSLY PAID $30.00 TOTAL DUE $0.00 o x G WAYN PRESIDENT AYNE AUTOMATIC FIRE SPRINKLER EY WAYN PRESIDENT 222 CAPITOL CT /C r 222 CAPITOL CT F - OCOEE, 34761 C 01.\mt t OCOEE FL 34761.3019 PAID: $30.00 0098-00736094 8/1/2016 1 1 , This receipt Is official when validated by the Tax Collector. J. WAY N IE Automatic Fire Sprinklers, Inc. LETTER OF TRANSMITTAL To: CITY OF SANFORD 300 N. PARK AVENUE SANFORD, FL 32772 ENCLOSED YOU WILL FIND: A. v O'A.Ay JOB NO. 84194 & 80510 - DATE: 07/27/16 RE: Thornbrooke TH (Lots 139-146) ATTENTION: PLANS REVIEW COPIES DATE DESCRIPTION 3 FIRE SPRINKLER DRAWINGS 3 HYDRAULIC CALCS & MATERIAL SUBMITTAL 16 PERMIT APPLICATION's 1 COPY OF PURCHASE ORDER 400.00 for APPLICATION FEE 1 CERTIFICATE OF COMPETENCY (Updated) 1 WORKER'S COMP (Updated) • 1 CERTIFICATE OF INSURANCE (Updated) X—For approval For your use As requested _X—For review and comment REMARKS: PLEASE RETURN (2) SETS WITH YOUR SEAL OF APPROVAL AND/OR COMMENTS. PLEASE CALL 407-877-5557 WHEN PERMIT IS READY AND GIVE AMOUNT. Signed: Ruth McCulloch Corporate Office: 222 Capitol Court - Ocoee, Florida 34761=3033 - (407) 656-3030 • FAX (407) *656-8026 Regional Offices: Jacksonville • Fort Myers • Pompano Beach • Tampa • Concord, NC HYDRAULIC CALCULATIONS PRODUCT DATA SUBMITTAL For THORNEBROOK TOWNHOMES LOTS 139-146 WAFS # 84194 OH SANFORD, FLORIDA WAYNE AUTOMATIC FIRE SPRINKLERS, INC. 222 CAPITOL COURT - OCOEE, FL 34761 TEL (407) 656-3030 or FAX (407) 656-8026 Automatic Fire Sprinklers, Inc. Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE FL 34751 Pit (407) 877-5578 FAX: (407) 85f3-8028 Certificate of Authorization Number 29038 Robert I Dewar. P.E. FL License Na 70937 Ed S. Snider, P.E. FL License No, 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Birch Unit B-1 Sheet Number FPB.1 Location White Cedar Road Design Area B-1 Contract 84194 Data File Thornebrook B-1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Thornebrook Birch Unit B-1 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Brich Unit Location: White Cedar Road Drawing no: FPBA Date: 09/12/16 Design Remote area number. B-1 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 2 sprks - SgFt Coverage per sprinkler: 256 - SgFt Type of sprinklers calculated: Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated: 2 In -rack demand: N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 31.3 - GPM @ 37.3 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 09/06/16 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Name of contractor. Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number. 407-877-5578 Name of designer. MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. Computer Programs by Hydratec Inc. Route 111 Windham N H. USA 03087 Page 1 Date 09/12/16 Water Supply Curve C Wayne Automatic Page 2 Thornebrook Birch Unit B-1 Date 09/12/16 City Water Supply: Demand: C1 - Static Pressure : 66 D1 - Elevation 7.652 C2 - Residual Pressure: 56 D2 - System Flow : 31.256 C2 - Residual Flow 1010 D2 - System Pressure 37.330 Hose ( Demand) D3 - System Demand :31.256 Safety Margin 28.654 150 140 130 p 120 R 110 E 100 S90 S80 U 70 R 60 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H USA 03087 Fittings Used Summary Wayne Automatic Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Page 3 Thornebrook Birch Unit B-1 Date 09/12/16 Fitting Legend Abbrev. Name 2 1 1'% 1'/2 2 2'/2 3 3'/: 4 5 6 8 10 12 14 16 18 20 24 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 u' CPVC 90' Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V' CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zik Wilkins 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with '. The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ` will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Thornebrook Birch Unit B-1 Page 4 Date 09/12/16 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. B1 19.667 4.9 7.0 na B2 19.667 4.9 7.36 na BA 20.333 8.51 na BC 20.333 11.86 na BD 20.333 13.45 na 200 20.333 14.09 na 100 10.333 20.11 na 101 10.333 21.33 na TB 10.333 22.03 na BB 1.0 26.98 na UG5 3.0 29.22 na UG3 3.0 30.85 na BF1 3.0 31.42 na BF2 3.0 39.13 na C146 3.0 39.48 na C132 3.0 3948 na C125 3.0 39.48 na C58 3.0 3949 na ST1 30 39.49 na ST2 3.0 39.49 na TEE 3.0 39.49 na HYD 2.0 37.33 na 12.96 0.05 256 7.0 13.29 0.05 256 7.0 5.0 The maximum velocity is 14.04 and it occurs in the pipe between nodes BA and BC Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Birch Unit B-1 Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B1 12.96 0.874 U 4.0 9.167 7.000 K Factor = 4.90 to 150.0 2V 6.0 10.000 0.288 BA 12.96 0.0939 0.0 19.167 1.800 Vel = 6.93 0.0 12.96 8.512 K Factor = 4.44 B2 13.29 0.874 2U 8.0 6.667 7.358 K Factor = 4.90 to 150.0 0.0 8.000 0.288 BA 13.29 0.0983 0.0 14.667 1.442 Vel = 7.11 0.0 13.29 8.512 K Factor = 4.56 BA 26.26 0.874 V 3.0 6.667 8.512 to 150.0 0.0 3.000 0.0 BC 26.26 0.3465 0.0 9.667 3.350 Vel = 14.04 BC 0.0 0.874 0.0 4.583 11.862 to 150.0 0.0 0.0 0.0 BD 26.26 0.3465 0.0 4.583 1.588 Vel = 14.04 BD 0.0 1.101 U 5.0 0.667 13.450 to 150.0 0.0 5.000 0.0 200 26.26 0.1126 0.0 5.667 0.638 Vel = 8.85 200 0.0 1.101 V 5.0 10.000 14.088 to 150.0 0.0 5.000 4.331 100 26.26 0.1126 0.0 15.000 1.689 Vel = 8.85 100 0.0 1.101 0.0 10.833 20.108 to 150.0 0.0 0.0 0.0 101 26.26 0.1125 0.0 10.833 1.219 Vel = 8.85 101 0.0 1.394 2U 12.0 7.833 21.327 to 150.0 0.0 12.000 0.0 TB 26.26 0.0357 0.0 19.833 0.708 Vel = 5.52 TB 0.0 1.394 Z 4.762 9.333 22.035 to 150.0 S 11.11 15.871 4.042 BB 26.26 00357 0.0 25.204 0.899 Vel = 5.52 0.0 26.26 26.976 K Factor = 5.06 BLDG UG BB 26.26 1.598 U 7.0 13.000 26.976 to 150.0 V 8.0 15.000 1.732 UG5 26.26 0.0184 0.0 28.000 0.514 Vel = 4.20 UG5 0.0 1.598 0.0 89.000 29.222 to 150.0 0.0 0.0 0.0 UG3 26.26 0.0183 0.0 89.000 1.633 Vel = 4.20 UG3 0.0 1.598 V 8.0 16.000 30.855 to 150.0 U 7.0 15.000 0.0 BF1 26.26 0.0183 0.0 31.000 0.568 Vel = 4.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Thornebrook Birch Unit B-1 Page 6 Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BF1 0.0 2.067 T 10.0 20.000 31.423 to 120.0 L 3.0 13.000 7.445 Fixed Loss = 7.445 BF2 26.26 0.0079 Zik 0.0 33.000 0.262 Vel = 2.51 BF2 0.0 1.913 G 1.036 34.000 39.130 to 150.0 T 10.364 11.400 0.0 C146 26.26 0.0076 0.0 45.400 0.346 Vel = 2.93 0.0 26.26 39.476 K Factor = 4.18 SITE UG C146 31.26 7.98 G 6.041 382.000 39.476 Qa = 5.00 to 150.0 0.0 6.040 0.0 C132 31.26 0.0 0.0 388.040 0.004 Vel = 0.20 C132 0.0 7.98 3F 40.774 321.000 39.480 to 150.0 0.0 40.774 0.0 C125 31.26 0.0 0.0 361.774 0.004 Vel = 0.20 C125 0.0 7.98 2F 27.183 290.000 39.484 to 150.0 0.0 27.182 0.0 C58 31.26 0.0 0.0 317.182 0.003 Vel = 0.20 C58 0.0 7.98 G 6.041 311.000 39.487 to 150.0 T 52.855 58.895 0.0 ST1 31.26 0.0 0.0 369.895 0.004 Vel = 0.20 ST1 0.0 7.98 G 6.041 128.000 39.491 to 150.0 T 52.855 58.895 0.0 ST2 31.26 0.0 0.0 186.895 0.001 Vel = 0.20 ST2 0.0 9.79 G 6.747 360.000 39.492 to 150.0 T 67.474 74.221 0.0 TEE 31.26 0.0 0.0 434.221 0.002 Vel = 0.13 TEE 0.0 6.34 G 4.952 15.000 39.494 to 140.0 L 14.855 19.807 2.166 HYD 31.26 0.0001 0.0 34.807 0.002 Vel = 0.32 0.0 31.26 37.330 K Factor = 5.12 Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Automatic Fire Sprinklers, Inc. Hazard Fire Protection Engineering, Inc. 222 CAPITOL KURT OCOEF- FL 34761 PR (407) 877-5578 FAX: (407) 156-8028 Certificate of Authorization Nwbar 29038 Robert A Dewar. P.E. FL License Na 70937 Ed S. Snider, P.E. FL License No. 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Birch Unit B-2 Sheet Number FPB.1 Location White Cedar Road Design Area B-2 Contract 84194 Data File Thornebrook B-2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Thornebrook Birch Unit B-2 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Brich Unit Location: White Cedar Road Drawing no: FPB.1 Date: 09/12/16 Design Remote area number. B-2 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 2 sprks - SgFt Coverage per sprinkler. vARIES - SgFt Type of sprinklers calculated: Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated: 2 In -rack demand. N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 45.9 -GPM @ 57.8 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 09/06/16 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Name of contractor: Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number. 407-877-5578 Name of designer: MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 1 Date 09/12/16 Water Supply Curve C Wayne Automatic Thornebrook Birch Unit B-2 Page 2 - Date 09/12/16 City Water Supply: Demand: C1 - Static Pressure 66 D1 - Elevation 8.085 C2 - Residual Pressure: 56 D2 - System Flow : 45.883 C2 - Residual Flow 1010 D2 - System Pressure 57.809 Hose ( Demand ) D3 - System Demand : 45.883 Safety Margin 8.158 150 140 130 p 120 R 110 E 100 S90 S80 U 70 R 60 E 50 40 30 20 10 D1 7 ...... T ...... 200 400 600 800 1000 1200 1400 1600 1800 FLOWN^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H USA 03087 Fittings Used Summary Wayne Automatic Page 3 Thornebrook Birch Unit B-2 Date 09/12/16 Fitting Legend Abbrev. Name '/2 % 1 1'% 1'/2 2 2'/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Tum Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 u' CPVC 90' Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V' CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zik Wilkins 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with '. The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Page 4 Thornebrook Birch Unit B-2 Date 09/12/16 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. B3 20.667 4.9 16.7 na 20.02 0.05 B3T 21.333 17.36 na 64 19.667 4.9 18.12 na 20.86 0.05 BC 20.333 22.21 na BD 20.333 23.25 na 200 20.333 24.7 na 100 10.333 32.86 na 101 10.333 35.62 na TS 10.333 37.23 na BB 1.0 43.31 na UG5 3.0 46.21 na UG3 3.0 49.91 na BF1 30 51.2 na BF2 3.0 59.15 na C146 3.0 59.94 na 5.0 C132 3.0 59.94 na C125 3.0 59.95 na C58 3.0 59.96 na ST1 3.0 59.97 na ST2 3.0 59.97 na TEE 3.0 59.97 na HYD 2.0 57.81 na The maximum velocity is 13.78 and it occurs in the pipe between nodes BD and 200 Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 400 16.7 256 70 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Birch Unit B-2 Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn B3 20.02 0.874 U 4.0 0.500 16.700 K Factor = 4.90 to 150.0 0.0 4.000 0.288 B3T 20.02 0.2098 0.0 4.500 0.944 Vel = 10.71 B3T 0.0 0.874 3U 12.0 11.000 17.356 to 150.0 V 3.0 15.000 0.433 BD 20.02 0.2100 0.0 26.000 5.459 Vel = 10.71 0.0 20.02 23.248 K Factor = 4.15 B4 20.86 0.874 V 3.0 12.333 18.121 K Factor = 4.90 to 150.0 U 4.0 7.000 0.288 BC 20.86 0.2264 0.0 19.333 4.377 Vel = 11.16 BC 0.0 0.874 0.0 4.583 22.210 to 150.0 0.0 0.0 0.0 BD 20.86 0.2265 0.0 4.583 1.038 Vel = 11.16 BD 20.02 1.101 U 5.0 0.667 23.248 to 150.0 0.0 5.000 0.0 200 40.88 0.2553 0.0 5.667 1.447 Vel = 13.78 200 0.0 1.101 V 5.0 10.000 24.695 to 150.0 0.0 5.000 4.331 100 40.88 0.2554 0.0 15.000 3.831 Vel = 13.78 100 0.0 1.101 0.0 10.833 32.857 to 150.0 0.0 0.0 0.0 101 40.88 0.2554 0.0 10.833 2.767 Vel = 13.78 101 0.0 1.394 2U 12.0 7.833 35.624 to 150.0 0.0 12.000 0.0 TB 40.88 0.0809 0.0 19.833 1.605 Vel = 8.59 TB 0.0 1.394 Z 4.762 9.333 37.229 to 150.0 S 11.11 15.871 4.042 BB 40.88 0.0809 0.0 25.204 2.040 Vel = 8.59 0.0 40.88 43.311 K Factor = 6.21 BLDG UG BB 40.88 1.598 U 7.0 13.000 43.311 to 150.0 V 8.0 15.000 1.732 UG5 40.88 0.0416 0.0 28.000 1.166 Vel = 6.54 UG5 0.0 1.598 0.0 89.000 46.209 to 150.0 0.0 0.0 0.0 UG3 40.88 0.0416 0.0 89.000 3.704 Vel = 6.54 UG3 0.0 1.598 V 8.0 16.000 49.913 to 150.0 U 7.0 15.000 0.0 BF1 40.88 0.0416 0.0 31.000 1.290 Vel = 6.54 BF1 0.0 2.067 T 10.0 20.000 51.203 to 120.0 L 3.0 13.000 7.353 Fixed Loss = 7.353 BF2 40.88 0.0180 Zik 0.0 33.000 0.593 Vel = 3.91 BF2 0.0 1.913 G 1.036 34.000 59.149 to 150.0 T 10.364 11.400 0.0 C146 40.88 0.0173 0.0 45.400 0.787 Vel = 4.56 Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 6 Thornebrook Birch Unit B-2 Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 40.88 59.936 K Factor = 5.28 SITE UG C146 45.88 7.98 G 6.041 382.000 59.936 Qa = 5.00 to 150.0 0.0 6.040 0.0 C132 45.88 0.0 0.0 388.040 0.008 Vel = 0.29 C132 0.0 7.98 3F 40.774 321.000 59.944 to 150.0 0.0 40.774 0.0 C125 45.88 0.0 0.0 361.774 0.007 Vel = 0.29 C125 0.0 7.98 2F 27.183 290.000 59.951 to 150.0 0.0 27.182 0.0 C58 45.88 0.0 0.0 317.182 0.007 Vel = 0.29 C58 0.0 7.98 G 6.041 311.000 59.958 to 150.0 T 52.855 58.895 0.0 ST1 45.88 0.0 0.0 369.895 0.007 Vel = 0.29 ST 1 0.0 7.98 G 6.041 128.000 59.965 to 150.0 T 52.855 58.895 0.0 ST2 45.88 0.0 0.0 186.895 0.004 Vel = 0.29 ST2 0.0 9.79 G 6.747 360.000 59.969 to 150.0 T 67.474 74.221 0.0 TEE 45.88 0.0 0.0 434.221 0.003 Vel = 0.20 TEE 0.0 6.34 G 4.952 15.000 59.972 to 140.0 L 14.855 19.807 2.166 HYD 45.88 0.0001 0.0 34.807 0.003 Vel = 0.47 0.0 45.88 57.809 K Factor= 6.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Automatic Fire Sprinklers, Inc. Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE, FL 34761 PFI: (407) 877-5578 FAX: (407) 656-81MB Certificate of Authorisation Nimber 28038 Hobert I Dewar. P.E. FL Licenee No. 70837 Ed S. Snider. P.E. FL License No. 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Redwood Unit R-1 Sheet Number FPR.1 Location White Cedar Road Design Area R-1 Contract 84194 Data File Thornebrook R-1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Thornebrook Redwood Unit R-1 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Redwood Unit Location: White Cedar Road Drawing no: FPRA Date: 09/12/16 Design Remote area number. R-1 Remote area location: 1st Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 2 sprks - SgFt Coverage per sprinkler. 400 - SgFt Type of sprinklers calculated: Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated: 2 In -rack demand: N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 47.1 - GPM @ 57.2 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 09/06/16 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Name of contractor: Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number. 407-877-5578 Name of designer: MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. Computer Programs by Hydratec Inc. Route 111 Windham N.H USA 03087 Page 1 Date 09/12/16 Water Supply Curare C Wayne Automatic Thornebrook Redwood Unit R-1 City Water Supply: C1 -Static Pressure 66 C2 - Residual Pressure: 56 C2 - Residual Flow : 1010 Page 2 Date 09/12/16 Demand: D1 - Elevation 3.176 D2 - System Flow 47.092 D2 - System Pressure 57.207 Hose ( Demand ) D3 - System Demand 47.092 Safety Margin 8.759 150 140 130 p 120 R 110 E 100 S90 S80 U 70 R 60 n7 G2 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Wayne Automatic Thornebrook Redwood Unit R-1 Page 3 Date 09/12/16 Fitting Legend Abbrev. Name '/: '/. 1 1% 1'/2 2 2'/: 3 3'% 4 5 6 8 10 12 14 16 18 20 24 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 U CPVC 90' Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V• CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zik Wilkins 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with '. The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a "will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Page 4 Thornebrook Redwood Unit R-1 Date 09/12/16 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. R1 9.333 4.9 16.7 na 20.02 0.05 400 16.7 R1T 10.3 18.7 na R2 9.333 4.9 20.28 na 22.07 0.05 400 16.7 RA 10.333 22.63 na 100 10.333 26.92 na 101 10 333 30.81 na TR 10.333 33.42 na BR 10 39.62 na UG4 3.0 42.58 na UG5 3.0 45.26 na UG3 3.0 49.17 na BF1 3.0 50.53 na BF2 3.0 58.5 na C146 3.0 59.33 na 5.0 C132 3.0 59.34 na C125 3.0 59.35 na C58 3.0 59.35 na STI 3.0 59.36 na ST2 3.0 59.37 na TEE 3.0 59.37 na HYD, 2.0 57.21 na The maximum velocity is 22.51 and it occurs in the pipe between nodes RA and 100 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Redwood Unit R-1 Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn R1 20.02 0.874 2U 8.0 3.500 16.700 K Factor = 4.90 to 150.0 0.0 8.000 0.419 R1T 20.02 0.2099 0.0 11.500 2.414 Vel = 10.71 R 1 T 0.0 0.874 0.0 18.833 18.695 to 150.0 0.0 0.0 0.014 RA 20.02 0.2100 0.0 18.833 3.954 Vel = 10.71 0.0 20.02 22.635 K Factor = 4.21 R2 22.07 0.874 U 4.0 4.083 20.283 K Factor = 4.90 to 150.0 V 3.0 7.000 0.433 RA 22.07 0.2513 0.0 11.083 2.785 Vel = 11.80 RA 20.02 0.874 0.0 5.167 22.635 to 150.0 0.0 0.0 0.0 100 42.09 0.8297 0.0 5.167 4.287 Vel = 22.51 100 0.0 1.101 0.0 14.416 26.922 to 150.0 0.0 0.0 0.0 101 42.09 0.2696 0.0 14.416 3.886 Vel = 14.18 101 0.0 1.394 2U 12.0 18.583 30.808 to 150.0 0.0 12.000 0.0 TR 42.09 0.0854 0.0 30.583 2.613 Vel = 8.85 TR 0.0 1.394 Z 4.762 9.333 33.421 to 150.0 S 11.11 15.871 4.042 BR 42.09 0.0854 0.0 25.204 2.153 Vel = 8.85 0.0 42.09 39.616 K Factor = 6.69 BLDG UG BR 42.09 1.598 U 7.0 13.000 39.616 to 150.0 V 8.0 15.000 1.732 UG4 42.09 0.0439 0.0 28.000 1.230 Vel = 6.73 UG4 0.0 1.598 0.0 61.000 42.578 to 150.0 0.0 0.0 0.0 UG5 42.09 0.0439 0.0 61.000 2.680 Vel = 6.73 UG5 0.0 1.598 0.0 89.000 45.258 to 150.0 0.0 0.0 0.0 UG3 42.09 0.0439 0.0 89.000 3.909 Vel = 6.73 UG3 0.0 1.598 V 8.0 16.000 49.167 to 150.0 U 7.0 15.000 0.0 BF1 42.09 0.0439 0.0 31.000 1.362 Vel = 6.73 BF1 0.0 2.067 T 10.0 20.000 50.529 to 120.0 L 3.0 13.000 7.347 Fixed Loss = 7.347 BF2 42.09 0.0189 Zik 0.0 33.000 0.625 Vel = 4.02 BF2 0.0 1.913 G 1.036 34.000 58.501 to 150.0 T 10.364 11.400 0.0 C146 42.09 0.0183 0.0 45.400 0.831 Vel = 4.70 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 6 Thornebrook Redwood Unit R-1 Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 42.09 59.332 K Factor = 5.46 SITE UG C146 47.09 7.98 G 6.041 382.000 59.332 Qa = 5.00 to 150.0 0.0 6.040 0.0 C132 47.09 0.0 0.0 388.040 0.008 Vel = 0.30 C132 0.0 7.98 3F 40.774 321.000 59.340 to 150.0 0.0 40.774 0.0 C125 47.09 0.0 0.0 361.774 0.008 Vel = 0.30 C125 0.0 7.98 2F 27.183 290.000 59.348 to 150.0 0.0 27.182 0.0 C58 47.09 0.0 0.0 317.182 0.007 Vel = 0.30 C58 0.0 7.98 G 6.041 311.000 59.355 to 150.0 T 52.855 58.895 0.0 ST1 47.09 0.0 0.0 369.895 0.007 Vet = 0.30 ST1 0.0 7.98 G 6.041 128.000 59.362 to 150.0 T 52.855 58.895 0.0 ST2 47.09 0.0 0.0 186.895 0.004 Vel = 0.30 ST2 0.0 9.79 G 6.747 360.000 59.366 to 150.0 T 67.474 74.221 0.0 TEE 47.09 0.0 0.0 434.221 0.004 Vel = 0.20 TEE 0.0 6.34 G 4.952 15.000 59.370 to 140.0 L 14.855 19.807 -2.166 HYD 47.09 0.0001 0.0 34.807 0.003 Vel = 0.48 0.0 47.09 57.207 K Factor = 6.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Automatic Fire Sprinklers, Inc. Hazard Fire Protection Engineering, Inc. 222 CAPROL COURT 000EE, FL 34761 PH (407) 877-5578 FAX: (407) B55-8028 Certificate of Authorization Nwbar 28038 Robert A Dewar. P.E. R. License No. 70937 Ed S. Snider, P.E. FL License No. 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Willow Unit W-1 Sheet Number FPW.1 Location White Cedar Road Design Area W-1 Contract 84194 Data File Thornebrook W-1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Thornebrook Willow Unit W-1 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Willow Unit Location: White Cedar Road Drawing no: FPWA Date: 09/12/16 Design Remote area number: W-1 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 2 sprks - SgFt Coverage per sprinkler. 256/324 - SgFt Type of sprinklers calculated: Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated: 2 In -rack demand: N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 37.9 - GPM @ 53.9 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 09/06/16 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Name of contractor. Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number. 407-877-5578 Name of designer. MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 1 Date 09/12/16 Water Supply Curve C Wayne Automatic Page 2 Thornebrook Willow Unit W-1 Date 09/12/16 City Water Supply: Demand: C1 -Static Pressure 66 D1 - Elevation 7.652 C2 - Residual Pressure: 56 D2 - System Flow : 37.86 C2 - Residual Flow 1010 D2 - System Pressure 53.865 Hose ( Demand ) D3 - System Demand :37.86 Safety Margin 12.112 150 140 130 p 120 R 110 E 100 S90 S80 U 70 R 60 E 50 40 30 20 10 D1 7t 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Wayne Automatic Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Page 3 Thornebrook Willow Unit W-1 Date 09/12/16 Fitting Legend Abbrev. Name 2 1 1% 1'/2 2 2'/2 3 3'/: 4 5 6 8 10 12 14 16 18 20 24 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 u' CPVC 90' Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V' CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zik Wilkins 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with '. The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ' will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Thornebrook Willow Unit W-1 Page 4 Date 09/12/16 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. W1 19.667 4.9 10.51 na W2 19.667 4.9 12.0 na WA 20.333 12.47 na WB 20.333 13.04 na 200 20.333 16.45 na 100 10.333 27.6 na TW 10.333 34.13 na BW 1.0 39.53 na UG4 3.0 42.65 na UG5 30 44.35 na UG3 3.0 46.82 na BF1 30 47.68 na BF2 3.0 55.48 na C146 3.0 56.0 na C132 3.0 56.01 na C125 3.0 56.01 na C58 3.0 56.02 na ST1 3.0 56.02 na ST2 3.0 56.03 na TEE 3.0 56.03 na HYD 2.0 53.87 na 15.89 0.05 256 7.0 16.97 0.05 324 12.0 5.0 The maximum velocity is 17.57 and it occurs in the pipe between nodes WB and 200 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Willow Unit W-1 Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn W1 15.89 0.874 U 4.0 9.417 10.511 K Factor = 4.90 to 150.0 V 3.0 7.000 0.288 WA 15.89 0.1368 0.0 16.417 2.246 Vel = 8.50 0.0 15.89 12.469 K Factor= 4.50 W2 16.97 0.874 U 4.0 1.583 12.000 K Factor = 4.90 to 150.0 V 3.0 7.000 0.288 WB 16.97 0.1546 0.0 8.583 1.327 Vel = 9.08 0.0 16.97 13.039 K Factor = 4.70 WA 15.89 0.874 0.0 4.167 12.469 to 150.0 0.0 0.0 0.0 WB 15.89 0.1368 0.0 4.167 0.570 Vel = 8.50 WB 16.97 0.874 V 3.0 3.500 13.039 to 150.0 0.0 3.000 0.0 200 32.86 0.5248 0.0 6.500 3.411 Vel = 17.57 200 0.0 0.874 V 3.0 10.000 16.450 to 150.0 0.0 3.000 4.331 100 32.86 0.5249 0.0 13.000 6.824 Vel = 17.57 100 0.0 1.101 2U 10.0 28.250 27.605 to 150.0 0.0 10.000 0.0 TW 32.86 0.1705 0.0 38.250 6.521 Vel = 11.07 TW 0.0 1.394 Z 4.762 9.333 34.126 to 150.0 S 11.11 15.871 4.042 BW 32.86 0.0540 0.0 25.204 1.362 Vel = 6.91 0.0 32.86 39.530 K Factor = 5.23 BLDG UG BW 32.86 1.598 2U 14.0 36.000 39.530 to 150.0 0.0 14.000 1.732 UG4 32.86 0.0278 0.0 50.000 1.390 Vel = 5.26 UG4 0.0 1.598 0.0 61.000 42.652 to 150.0 0.0 0.0 0.0 UG5 32.86 0.0278 0.0 61.000 1.695 Vel = 5.26 UG5 0.0 1.598 0.0 89.000 44.347 to 150.0 0.0 0.0 0.0 UG3 32.86 0.0278 0.0 89.000 2.472 Vel = 5.26 UG3 0.0 1.598 V 8.0 16.000 46.819 to 150.0 U 7.0 15.000 0.0 BF1 32.86 0.0278 0.0 31.000 0.862 Vel = 5.26 BF1 0.0 2.067 T 10.0 20.000 47.681 to 120.0 L 3.0 13.000 7.402 Fixed Loss = 7.402 BF2 32.86 0.0120 Zik 0.0 33.000 0.395 Vel = 3.14 BF2 0.0 1.913 G 1.036 34.000 55.478 to 150.0 T 10.364 11.400 0.0 C146 32.86 0.0116 0.0 45.400 0.526 Vel = 3.67 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Thornebrook Willow Unit W-1 Page 6 Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 32.86 56.004 K Factor = 4.39 SITE UG C146 37.86 7.98 G 6.041 382.000 56.004 Qa = 5.00 to 150.0 0.0 6.040 0.0 C132 37.86 0.0 0.0 388.040 0.005 Vel = 0.24 C132 0.0 7.98 3F 40.774 321.000 56.009 to 150.0 0.0 40.774 0.0 C125 37.86 0.0 0.0 361.774 0.005 Vel = 0.24 C125 0.0 7.98 2F 27.183 290.000 56.014 to 150.0 0.0 27.182 0.0 C58 37.86 0.0 0.0 317 182 0.005 Vel = 0.24 C58 0.0 7.98 G 6.041 311.000 56.019 to 150.0 T 52.855 58.895 0.0 ST1 37.86 0.0 0.0 369.895 0.005 Vel = 0.24 ST1 0.0 7.98 G 6 041 128.000 56.024 to 150.0 T 52.855 58.895 0.0 ST2 37.86 0.0 0.0 186.895 0.003 Vel = 0.24 ST2 0.0 9.79 G 6.747 360 000 56.027 to 150.0 T 67.474 74.221 0.0 TEE 37.86 0.0 0.0 434.221 0 002 Vel = 0.16 TEE 00 6.34 G 4.952 15.000 56.029 to 140.0 L 14.855 19.807 2.166 HYD 37.86 0.0001 0.0 34.807 0.002 Vel = 0.38 0.0 37.86 53.865 K Factor = 5.16 Computer Programs by Hydratec Inc. Route 111 Windham N H. USA 03087 Automatic Fire Sprinklers, Inc. Hazard Fire Protection Engineering, Inc. 222 CAPITOL COURT OCOEE. FL 34761 Pit (407) 877-5578 FAX: (407) 658-8028 Certificate of Authorisation Nwber 29038 Robert I Dower. P.E. FL License No, 70937 Ed S. Snider, P.E. FL License No. 71374 Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name Thornebrook Willow Unit W-2 Sheet Number F1PW.1 Location White Cedar Road Design Area W-2 Contract 84194 Data File Thornebrook W-2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Thornebrook Willow Unit W-2 HYDRAULIC CALCULATIONS for Project name: Thornebrook Townhomes Willow Unit Location: White Cedar Road Drawing no: FPWA Date: 09/12/16 Design Remote area number. W-2 Remote area location: 2nd Floor Occupancy classification: NFPA 13D Density: 0.05 - Gpm/SgFt Area of application: 1 sprk - SgFt Coverage per sprinkler: 400 - SgFt Type of sprinklers calculated: Reliable R3516 4.9K Residential Pendents No. of sprinklers calculated. 1 In -rack demand. N/A - GPM Hose streams: N/A - GPM Total water required (including hose streams): 25.0 -GPM @ 50.7 -Psi Type of system: Wet System Volume of dry or preaction system: N/A - Gal Water supply information Date: 09/12/16 Location: White Cedar Road Source: Wayne Automatic Fire Sprinklers, Inc. Name of contractor: Wayne Automatic Fire Sprinklers, Inc. Address: 222 Capitol Court, Ocoee, FL 34761 Phone number. 407-877-5578 Name of designer. MICKEY FERGUSON Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here) 5gpm ADDED FOR DOMESTIC DEMAND PER NFPA 13D. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 1 Date 09/12/16 Water Supply Curve C Wayne Automatic Thornebrook Willow Unit W-2 Page 2 Date 09/12/16 City Water Supply: Demand: C1 - Static Pressure : 66 D1 - Elevation 7.623 C2 - Residual Pressure: 56 D2 - System Flow : 25.024 C2 - Residual Flow 1010 D2 - System Pressure 50.711 Hose ( Demand ) D3 - System Demand : 25.024 Safety Margin 15.278 150 140 130 p 120 R 110 E 100 S90 S80 U 70 R 60 D2 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Wayne Automatic Page 3 Thornebrook Willow Unit W-2 Date 09/12/16 Fitting Legend Abbrev. Name '/: '/. 1 1'% 1'/2 2 2'/: 3 3'% 4 5 6 8 10 12 14 16 18 20 24 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Tum Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S Generic Swing Check Vlv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 u' CPVC 90' Elbow Tyco 0 4 5 6 7 9 12 13 0 0 0 0 0 0 0 0 0 0 0 0 V' CPVC Tee Branch Tyco 0 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zik Wilkins 950XL Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with `. The fittings marked with a ` show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a `will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Wayne'Automatic Thornebrook Willow Unit W-2 Page 4 Date 09/12/16 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. W3 19.6 4.9 16.7 na 20.02 0.05 400 16.7 WA 20.333 24.22 na WB 20.333 25.09 na 200 20.333 26.46 na 100 10.333 33.52 na TW 10.333 36.13 na BW 1.0 40.71 na UG4 3.0 43.0 na UG5 30 43.68 na UG3 3.0 4467 na BF1 3.0 4501 na BF2 3.0 52.65 na C146 3.0 52.86 na 5.0 C132 3.0 52.87 na C125 3.0 52.87 na C58 3.0 52.87 na ST1 3.0 52.87 na ST2 3.0 52.88 na TEE 3.0 52.88 na HYD 2.0 50.71 na The maximum velocity is 10.71 and it occurs in the pipe between nodes W3 and WA Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 Thornebrook Willow Unit W-2 Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pin W3 20.02 0.874 3U 12.0 22.333 16.700 K Factor = 4.90 to 150.0 V 3.0 15.000 0.317 WA 20.02 0.2099 0.0 37.333 7.837 Vel = 10.71 0.0 20.02 24.220 K Factor = 4.07 WA 20.02 0.874 0.0 4.167 24.220 to 150.0 0.0 0.0 0.0 WB 20.02 0.2100 0.0 4.167 0.875 Vel = 10.71 WB 0.0 0.874 V 3.0 3.500 25.095 to 150.0 0.0 3.000 0.0 200 20.02 0.2098 0.0 6.500 1.364 Vel = 10.71 200 0.0 0.874 V 30 10.000 26.459 to 150.0 0.0 3.000 4.331 100 20.02 0.2100 0.0 13.000 2.730 Vel = 10.71 100 0.0 1.101 2U 10.0 28.250 33.520 to 150.0 0.0 10.000 0.0 TW 20.02 0.0682 0.0 38.250 2.608 Vel = 6.75 TW 0.0 1.394 Z 4.762 9.333 36.128 to 150.0 S 11.11 15.871 4.042 BW 20.02 0.0216 0.0 25.204 0.545 Vel = 4.21 0.0 20.02 40.715 K Factor = 3.14 BLDG UG BW 20.02 1.598 2U 14.0 36.000 40.715 to 150.0 0.0 14.000 1.732 UG4 20.02 0.0111 0.0 50.000 0.556 Vel = 3.20 UG4 0.0 1.598 0.0 61.000 43.003 to 150.0 0.0 0.0 0.0 UG5 20.02 0.0111 0.0 61.000 0.678 Vel = 3.20 UG5 0.0 1.598 0.0 89.000 43.681 to 150.0 0.0 0.0 0.0 UG3 20.02 0.0111 0.0 89.000 0 989 Vel = 3.20 UG3 0.0 1.598 V 8.0 16.000 44.670 to 150.0 U 7.0 15.000 0.0 BF1 20.02 0.0111 0.0 31.000 0.344 Vel = 3.20 BF1 0.0 2.067 T 10.0 20.000 45.014 to 120.0 L 3.0 13.000 7.482 Fixed Loss = 7.482 BF2 20.02 0.0048 Zik 0.0 33.000 0.158 Vel = 1.91 BF2 0.0 1.913 G 1.036 34.000 52.654 to 150.0 T 10.364 11.400 0.0 C146 20.02 0.0046 00 45.400 0.210 Vel = 2.23 0.0 20.02 52.864 K Factor = 2.75 SITE UG Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 6 Thornebrook Willow Unit W-2 Date 09/12/16 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn C146 25.02 7.98 G 6.041 382.000 52.864 Qa = 5.00 to T 150.0 74.221 0.0 6.040 0.0 0.0 C132 25.02 0.0 TEE 0.0 388.040 0.003 Vel = 0.16 C132 0.0 7.98 3F 40.774 321.000 52.867 2.166 HYD to 0.0 150.0 0.0 0.0 40.774 0.0 0.0 C125 25.02 0.0 0.0 361.774 0.002 Vel = 0.16 C125 0.0 7.98 2F 27.183 290.000 52.869 to 150.0 0.0 27.182 0.0 C58 25.02 0.0 0.0 317.182 0.002 Vel = 0.16 C58 0.0 7.98 G 6.041 311.000 52.871 to 150.0 T 52.855 58.895 0.0 ST1 25.02 0.0 0.0 369.895 0.003 Vel = 0.16 ST1 0.0 7.98 G 6.041 128.000 52.874 to 150.0 T 52.855 58.895 0.0 ST2 25.02 0.0 0.0 186.895 0.001 Vel = 0.16 ST2 0.0 9.79 G 6.747 360.000 52.875 to 150.0 T 67.474 74.221 0.0 TEE 25.02 0.0 0.0 434.221 0.001 Vel = 0.11 TEE 0.0 6.34 G 4.952 15.000 52.876 to 140.0 L 14.855 19.807 2.166 HYD 25.02 0.0 0.0 34.807 0.001 Vel = 0.25 0.0 25.02 50.711 K Factor = 3.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Bulletin 135 Rev. M p Model F1 R e I I a b 12 Residential Sprinklers for Design Density of .05 gpmAt2 Model F1 Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpnA2 Types: 1. F1 Res 30 Pendent 2. F1 Res 30 Recessed Pendent/F2 3. F1 Res 30 Recessed Pendent/FP 4. F1 Res 49 Pendent 5. F1 Res 49 Recessed Pendent/F1 6. F1 Res 49 Recessed Pendent/FP 7. F1 Res 58 Pendent 8. F1 Res 58 Recessed Pendent/F1 9. F1 Res'58 Recessed Pendent/FP 10. F1 Res 76 Pendent 11. F1 Res 76 Recessed Pendent/F1 12. F1 Res 76 Recessed Pendent/FP 13. F1 Res 30 CCP Pendent 14. F1 Res 49 CCP Pendent 15. F1 Res 58 CCP Pendent 16. F1 Res 76 CCP Pendent 17. F1 Res 44 HSW 18. F1 Res 44 Recessed HSW/F2 19. F1 Res 58 HSW 20. F1 Res 58 HSWX 21. KRes58 HSWX 22. F1 Re's 58 HSW Recessed HSW/F2 23. F1 Res 44 SWC Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) 1 F1 Res 30, 49, 58 & 76 F1 Res 30, 49, 58 & 76 Recessed Pendent / F1 Recessed Pendent / FP 58 HSWX F1 Res 30, 49, 58 & 76 CCP Pendent Sprinklers for .10 Density: Refer to Bulletin 176 UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to the Model F1 Res 49 58 Pendent Sprinklers US Patent No. 7,353,882 applies to Model F1 Res 44 & 58 HSW Sprinklers US Patent No. 7,784,555 applies to Model F1 Res 44 SWC Sprinklers Product Description Model F1 Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are fast response sprinklers combining excellent durability, high sensitiv- ity glass -bulb and low profile decorative design. The F1 Res F1 Res 44 & 58 Recessed HSW/F2 F1 Res 44 SWC Horizontal Sidewall sprinklers (Figs. 5, 6 & 7) are equally attrac- tive when above ceiling piping cannot be used. The 3mm glass -bulb pendent sprinklers permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow F1 Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection applica- tion needs of the latest residential market standards (UL 1626 Standard). Upon fire conditions, rising heat causes a sprinkler's heat -sensitive element, glass bulb or link to actuate, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: Thermal Sensor: Soldered Element (Link) or Nominal 3mm glass -bulb Sprinkler Frame: Brass Casting Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi Thread Size: %2" NPT (R%2) K -Factor: 3.0 (43.2) (Actual) - F1 Res 30 Pendent Sprinkler 4.9 (70.6) (Actual) - F1 Res 49 Pendent Sprinkler 5.8 (83.5) (Actual) - F1 Res 58 Pendent & HSW Sprinkler 7.6 (109HActual) - F1 Res 76 Pendent Sprinkler 4.4 (63) (Actual) - F1 Res 44 HSW Sprinkler Density: Minimum 0.05 gpm/ft2 Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 co c W Cn MCD PO Application Model F1 Res Sprinklers are used for Residential Fire Pro- tection according to UL 1626 Standard'. For ceiling types: Smooth Flat Horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R, or 13 2013 editions. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The Na- tional Fire Protection Association or the approving authority having jurisdiction. Installation Models F1 Res sprinklers are to be installed as shown. Model F1, F2 and FP Escutcheons, illustrated herewith, are Escutcheon', F1 or F2, Data: the only recessed escutcheons to be used with Model F1 Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model F1 Res Pen- dent sprinklers use only the Model D sprinkler Wrench; for installing Models F1 Res Recessed Pendent, CCP & SWC sprinklers use only the Model GFR2 sprinkler wrench; for in- stalling Model F1 Res Recessed HSW sprinklers use only the Model GFR2 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install F1 Res 44 with a ceiling to deflector distance of 4" - 12". Flow arrow on deflector must point away from near wall and "Top" mark- ing must face ceiling. Type Adjustment A" Face of fitting to ceiling B Deflector Distance below bottom of beam I Sprinkler Length Inch mm Inch (mm) Inch (mm) Inch (mm) Inch mm F1 3/4(19.0) Min. Recessed = 15/a (41.3) 3/8(9.5) 13/4 (44.4) 2.25 (57) Max. Recessed =7/a 22.2 114 28.6 1(25.4) F2 z (12,7) Min. Recessed = 15/a (41.3) 3/8(9.5) 13/4(44.4) Max. xCoverageFm x, a Max. Spacing Ft (m) Max. Recessed =11/a 28.6 7/a(22.2) 11/, 31.7 Note: Escutcheons F1 or F2 may be used with Model F1 Res 49, 58 & 76 Recessed Pendent Sprinkler Model F1 Res 30, 49, 58 & 76 Pende I36,'= Model F1 Res 30 Recessed Pendent / F2 nt ° Mod1 if 1-1 rtes 4% ou aL id mecessea rent F1 escutcheon, 114" (19mm) adjustment lent / F1 z I/4' HOLE INA. 57.2-1 I 13/i6' INA. 49.2MM] r- ,-4 TURN COLLAR UNTIL 0 1' x 112' REDUCER GMT AG41NST SPRINKLER I FACE OF FITTING TO WRENCH BOSS. r 1 -) CEILING DIMENSION; J/B'-I $A' (FI ESCUTCHEON) J/B'-7/8' (Fz ESCUTCHEON? Acvusr4l£Nr J.zmm) 7 z7/Jz' M 72.zmm) Fig. 1 Fig. 2 Technical Data: F1 Res 30 Pendent and Recessed Pendent (SIN R3511) Thread Size Nominal Orifice Inch mm Max. Pressure i bar Sprinkler Temp. Ratina Max. Ambient Temp. I Actual K Factor I Sprinkler Length Inch mmOF °C OF C 1/ 2R T 21/e4" (8.2) 175 (12) 175 7g1558 100 38 3.0 (43.2) 2.25 (57) Max. xCoverageFm x, a Max. Spacing Ft (m) Ordinary Temp. Rating Intermediate Temp. Rating 75°F/7 Top of Deflector ch (mm) Ceiling Minimum Spacing m) FIowS° F Pressure GPM Umin PSI bar Flow GPM Umin Pressure PSI(bar)Ft 12 x 12 (3,6 x 3,6) 12(3.6) 8(30,3) 7.0 (0,48) 8(30,3) 7.0 (0,48) Smooth Ceilings 11/4 to 4 (31.7 to 102) using F2 escutcheon. Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 11/4 to 13/ 431.7 to 44.4 using F2 escutcheon 8(2,4) 14 x 14 (4,3 x 4,3) 14(4,3) 10 (37,8) 11 (0,76) 10(37'8) 11 (0,76) 16 x 16 (4,9 x 4,9) 1 16(4,9) 13 (49) 18.8 (1,3) 13 (49) 18.8 (1,3) For Ceiling types refer to NFPA 13, 13R or 130 2. Technical Data: F1 Res 49 Pendent and Recessed Pendent (SIN R3516) For Ceiling types refer to NFPA 13, 13R or 13D Nominal Orifice Max. Sprinkler Max. Actual Sprinkler Thread Nominal Orifice Pressure Tem . Ratin Ambient Temp. K Length Size Inch (mm) i bar Factor Inch mmF °C OF °C z" NPT 7/1e" (11) 175 (12) 155 68 100 38 4.9 (70.6) 2.25 (57) R'/z PSI bar 5.8 (83.5) 175 79 150 66 12 x 12 (3,6 x 3,6) 12(3.6) For Ceiling types refer to NFPA 13, 13R or 13D Nominal Orifice Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Spacing 155°F/68°C 175°F/79°C to Ceiling SpacingFlowPressureFlowPressureFtxFt (m x m) Ft (m) Inch (mm) Ft (m) z" NPT z" (13) GPM Umin PSI bar GPM I.hnin PSI bar 5.8 (83.5) 2.25 (57) 12 x 12 (3,6 x 3,6) 12(3.6) 13 (49) 7.0 (0,48) 13 (49) 7.0 (0,48) Smooth Ceilings 1'/, to 4 (31.7 to 102) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4.3) 13 (49) 7.0 (0,48) 13 (49) 7.0 (0,48) 1 to 4 (25.4 to 102) using F1 escutcheon. Beamed Ceilings per NFPA 13D, 13R or 13 installed in 8(2.4) 16 x 16 (4,9 x 4,9) 16(4,9) 13 (49) 7.0 (0,48) 13 (49) 7.0 (0,48) 18 x 18 (5,5 x 5,5) 18(5,5) 17 (64,3) 12 (0,83) 17 (64,3) 12 (0,83) beams 1'/. to 13% (31.7 to 44.4) using F2 escutcheon, 1 20(6,1) 20 x 20 (6,1 x 6,1) 20(6,1) 20 (75,7) 16.7(l.14) 20 (75,7) 16,7 (1,14) to 13/4 (25.4 to 44.4) using F1 escutcheon For Ceiling types refer to NFPA 13, 13R or 13D Technical Data: F1 Res 58 Pendent and Recessed Pendent (SIN R3513) Thread Nominal Orifice Ordinary Temp. Rating Intermediate Temp. Rating DeflectorctorTopofDtoMinimum Max. Coverage area Max. Spacing 155°F/ti8°C 175°F/79°C Ceiling SpacingFlowPressureFlowPressureFtxR (m x m) Ft (m) Inch (mm) R (m) z" NPT z" (13) GPM Umin PSI bar GPM(L/min PSI bar 5.8 (83.5) 2.25 (57) 12 x 12 (3,6 x 3,6) 12(3.6) 15 (57) 9.4 (0,65) 15 (57) 9.4 (0,65) Smooth Ceilings 4 to 8 (100 to 203) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4,3) 16 (60,5) 10.6 (0,73) 16 (60,5) 10.6 (0,73) 4 to 8 (100 to 203) using F1 escutcheon. 16 x 16 (4,9 x 4,9) 16(4,9) 17 (64,3) 12.0 (0,83) 17 (64,3) 12.0 (0,83) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 8(2.4) 18 x 18 (5,5 x 5,5) 18(5,5) 19 (72) 15.0 (1,0) 19 (72) 15-00.0) 4'/, to 8 (108 to 203) using F2 escutcheon, 4 to 8 (100 to 203) 20 x 20 (6,1 x 6,1) 20(6,1) 22 (83,2) 20.2 (1,4) 22 (83,2) 20-2(1.4) using F1 escutcheon Technical Data: F1 Res 58 Pendent and Recessed Pendent (SIN R3513) Thread Nominal Orifice Max. Sprinkler Max. Actual Sprinkler Size Inch (mm) Pressure Temp. Ratin Ambient Temp. K Factor Length OF C OF C PressureFtxFt (m x m) i bar Inch (mm) Inch mm z" NPT z" (13) 175 (12) 155 68 100 38 5.8 (83.5) 2.25 (57) 13 M2) 12(3,6) 16 (61) 175 79 150 66 Smooth Ceilings 1'/. to 4 (31.7 to 102) using F2 escutcheon. For Ceding types refer to NFPA 13, 13R or 13D 3. Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Spacing 155°F/68°C 175°F/790C to Ceiling SpacingFlowPressureFlowPressureFtxFt (m x m) Ft (m) Inch (mm) Ft (m) GPM Lhnin PSI bar GPM Lhnin PSI 12 x 12 (3,6 x 3,6) 12(3,6) 16 (61) 7.6 (0,53) 16 (61) 7.6 (0,53) Smooth Ceilings 1'/. to 4 (31.7 to 102) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4.3) 16 (61) 7.6 (0,53) 16 (61) 7.6 (0,53) 1 to 4 (25.4 to 102) using F1 escutcheon. 16 x 16 (4,9 x 4,9) 16(4,9) 16 (61) 7.6 (0,53) 16 (61) 7.6 (0,53) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 8(2,4) 18 x 18 (5,5 x 5,5) 18(5.5) 19 (72) 10.8 (0,75) 19 (72) 10.8 (0,75) 1'/, to 13/. (31.7 to 44.4) using F2 escutcheon, 1 to 13/+ (25.4 to 20 x 20 (6,1 x 6,1) 20(6.1) 22 (83,3) 14.4 (1,0) 22 (83,3) 14.4 (1,0) 44.4) using F1 escutcheon For Ceding types refer to NFPA 13, 13R or 13D 3. Technical Data: F1 Res 76 Pendent and Recessed Pendent (SIN R7618) Thread Nominal Orifice Max. Sprinkler Max. K Sprinkler Inch (mm) Size Inch (mm) Pressure Tem . Ratin Ambient Tem Factor Length C1 FP r— =a OF C OF C I' X 1/2" REDUCER I bar Inch mm t 3/4" NPT R'. 1/32" (13.5) 175 (12) 155 175 68 100 79 150 38 66 7.6(109) 2.25 (57) A B" FP ADJUSTMENT F1 RES 49 PENDENT/FP Ordinary Temp. Rating Intermediate Temp. Rating Minimum Max. Coverage area Max. Spacing 155•F/68•C 1750F/790C Top of Deflector to Ceiling SpacingFlowPressureFlowGPMPressureFtxFt (m x m) Ft (m) Inch (mm) GPM Lhnin PSI bar L/min PSI bar Fl (m) 12 x 12 (3,6 x 3,6) 12(3.6) 21 (79,5) 7.6 (0,53) 21 (79,5) 7.6 (0,53) Smooth Ceilings 4'/+ to 8 (108 to 203) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4.3) 21 (79,5) 7.6 (0,53) 21 (79,5) 7.6 (0,53) 4 to 8 (100 to 203) using F1 escutcheon. 16 x 16 (4,9 x 4,9) 16(4.9) 21 (79,5) 7.6 (0,53) 21 (79,5) 7.6 (0,53) Beamed Ceilings per NFPA 13D, 13R or 13 installed in 8(2,4) 18 x 18 (5,5 x 5,5) 18(5.5) 21 (79,5) 7.6 (0,53) 21 (79,5) 7.6 (0,53) beams 41A to 8 (108 to 203) us- ing F2 escutcheon, 4 to 8 (100 20 x 20 (6,1 x 6,1) 20 (6,1) 23 (87,1) 9.2 (0,63) 23 (87,1) 9.2 (0,63) to 203) using F1 escutcheon For Ceiling types refer to NFPA 13, 13R or 13D Model F1 Res 30, 49.58 & 76 CCP Pendent' Not listed for corrosion resistance. 2 5116" D . 1 5OLE [ IN6 CEILING G1 A 58.7--1 CUP — — i I'x1/2" REDUCER CUP i i CEILING 1 1/4 Jl.Smmj R MAX. FACE OF FITTING 1 I TO FACE OF CEILING DIMENSION COVER ADJUSTMENT I HEIGHT I J 5/16" DPL 135FG04E [84. Imm] 9 F1 RES 30, 49, 58 & 76 CCP PEND. Fig. 3 Note: The F1 Res 76 will use a 1 " x Y44 " reducer. Model F1 Res 30, 49, 58 & 76 Racaccarl Panrlant / FP r -r pusn-on/inreao-orr escuicneon CCP Cover Plate Data: FP Escutcheon Data: A,. 2 5/8" DIA. [66.7mmj C., Cover Adjustment HOLE IN CEILING Deflector Distance below bottom Inch (mm) 2 5/16" DIA. of beam 58.7mmj Inch mm z 12.7 C1 FP r— =a z 13 - 1 25.4 5/ie 7.9 Y I' X 1/2" REDUCER CEILING t I I/2" [JB.Imm] MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION 1/2" [IJmmj MAX. A B" FP ADJUSTMENT F1 RES 49 PENDENT/FP CCP Cover Plate Data: FP Escutcheon Data: A,. Is" C., Cover Adjustment CCP Height Deflector Distance below bottom Inch (mm) Inch (mm) of beam Inch mm z 12.7 ishe 24 z 13 - 1 25.4 5/ie 7.9 3/.(19) 2 13 - 1 25.4 Fig. 4 Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. a] B„ FP Position " A" Deflector Distance below bottom Inch (mm) of beam Inch mm Max. Recessed '/10 01) z 12.7 Min. Recessed ishe 24 1(25.4) Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. a] Technical Data: F1 Res 30 CCP Pendent and Recessed Pendent/FP (SIN R3511) For Ceiling types refer to NFPA 13, 13R or 13D Technical Data: F1 Res 49 CCP Pendent and Recessed Pendent/FP (SIN 3516) Nominal Max. CCP Assembly Max. K Sprinkler Thread Size Orifice Pressure Temp. Ratin Ambient Temp. Factor Length K OF °C OF oC Size Inch mm I bar Temp. Inch mm Factor z" NPT R 1/2) 2,/,"(8.2) 175 (12) 135 57 100 38 3.0(43-2) 2.25 (57) 5.8 (83.5) Inch (mm) Ordinary Temp. Rating OF Minimum Max. Coverage area Max. Spacing 1550F/68°C Top of Deflector to Ceiling SpacingFlowPressureFtxFt (m x m) Ft (m) Inch (mm) m) 135 57 GPM In) PSI(bar) Ft 4.9 (70.6) 2.25 (57) 12 x 12 (3,6 x 3,6) 12(3.6) Smooth Ceilings 1/2 to 1 (13 to 25.4) using CCP. 7.6 (0,53) 12 x 12 (3,6 x 3,6) 12 (3,6) 8 (30,3) 7.0 (0,48) z to 1 (13 to 25.4) using FP escutcheon. Ordinary Temp. Rating Minimum area Max. Spacing Beamed Ceilings per NFPA 13D, 13R or 13 installed in 8(2,4) 14 x 14 (4,3 x 4,3) 14(4.3) 11 (37,8) 13.4 (0,92) beams 1/2 to 1 (13 to 25.4) using CCP. z to 1 (13 to 25.4) using FP escutcheon. Inch (mm) For Ceiling types refer to NFPA 13, 13R or 13D Technical Data: F1 Res 49 CCP Pendent and Recessed Pendent/FP (SIN 3516) For Ceiling types refer to NFPA 13, 13R or 13D Technical Data: F1 Res 58 CCP Pendent and Recessed Pendent/FP (SIN R3513) Thread Nominal Max. CCP Max. Sprinkler Size Thread Orifice Max. Assembly Ambient K Sprinkler C OF Size Inch Pressure Temp. Factor Length z" NPT R 1/2) 72 (13) mm) psi (bar) RatingTemp. 38 5.8 (83.5) Inch (mm) Max. Coverage OF C OF C area Max. Spacing 155- 8-C) Top of Deflector to Ceiling SpacingFlow 2RNPT e" (11) 175 (12) 135 57 100 38 4.9 (70.6) 2.25 (57) 12 x 12 (3,6 x 3,6) 12(3.6) 16 (61) 7.6 (0,53) Smooth Ceilings 1/2 to 1 (13 to 25.4) using CCP. z to 1 (13 to 25.4) using FP escutcheon. 14 x 14 (4,3 x 4,3) Max. Coverage 16 (61) Ordinary Temp. Rating Minimum area Max. Spacing 155080C) Top of Deflector to Ceiling SpacingFlowPressure Ft x Ft (m x m) Ft (m) Inch (mm) Ft (m) 1 (13 to 25.4) using CCP. GPM (Umin PSI bar 12 x 12 (3,6 x 3,6) 12(3,6) 13 (49) 7.0 (0,48) Smooth Ceilings 1/2 to 1 (13 to 25.4) using z to 1 (13 to 25.4) using FP escutcheon. 20 x 20 (6,1 x 6,1) 20(6,1) 22 (83,3) 14 x 14 (4,3 x 4,3) 14(4.3) 13 (49) 7.0 (0,48) CCP. z to 1 (13 to 25.4) using FP escutcheon. 16 x 16 (4,9 x 4,9) 16(4.9) 14 (53) 8.2 (0,56) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 1/2 to 1 (13 to 25.4) using 8(2,4) 18 x 18 (5,5 x 5,5) 18(5.5) 18 (68,1) 13.5 (0,93) CCP. z to 1 (13 to 25.4) using FP escutcheon. 20x20 (6,1x6,1) 20(6,1) 20(75,7) 16.7(1,14) For Ceiling types refer to NFPA 13, 13R or 13D Technical Data: F1 Res 58 CCP Pendent and Recessed Pendent/FP (SIN R3513) Thread Nominal Max. CCP Assembly Max. K Sprinkler Size Orifice Pressure Temp. Ratin Ambient Tem Factor Length OF C OF OCInchmmIbar Inch mm z" NPT R 1/2) 72 (13) 175 (12) 135 57 100 38 5.8 (83.5) 2.25 (57) Max. Coverage Ordinary Temp. Rating Minimum area Max. Spacing 155- 8-C) Top of Deflector to Ceiling SpacingFlowPressure Ft x Ft (m x m) Ft (m) Inch (mm) m) GPM (Urn n) PSI(bar) Ft 12 x 12 (3,6 x 3,6) 12(3.6) 16 (61) 7.6 (0,53) Smooth Ceilings 1/2 to 1 (13 to 25.4) using CCP. z to 1 (13 to 25.4) using FP escutcheon. 14 x 14 (4,3 x 4,3) 14(4,3) 16 (61) 7.6 (0,53) 16 x 16 (4,9 x 4,9) 16(4,9) 16 (61) 7.6 (0,53) Beamed Ceilings per NFPA 1313, 13R or 13 installed in beams 112 to 8(2.4) 1 (13 to 25.4) using CCP. 18 x 18 (5,5 x 5,5) 18(5.5) 19 (72) 10.8 (0,75) z to 1 (13 to 25.4) using FP escutcheon. 20 x 20 (6,1 x 6,1) 20(6,1) 22 (83,3) 14.4 (1,0) For Ceiling types refer to NFPA 13, 13R or 13D 5. Technical Data: F1 Res 76 CCP Pendent and Recessed Pendent/FP (SIN 87618) Thread Nominal Max. CCP Assembly Max. K Sprinkler Size Orifice Pressure Temp.Rahn Amble nt Tem Factor Length OFt57C °F C Pressure Inch mm 1 bar GPM Umin Inch mm 3/."NPT 32"(13.5) 175 (12) 135 100 150 38 66 7.6(109) 2.25 (57) Max. Coverage Nominal Ordinary Temp. Rating Sprinkler Max. Ambient Minimum Sprinkler Max. Spacing 1550 80C) Top of Deflector to Ceiling Temp. Rating Tom Ft x Ft (m x m) area Ft (m) Inch (mm) SpacingFlowPressure Inch (mm) OF GPM Umin PSI bar z" NPT R''/z 3/e" (10) 12 x 12 (3,6 x 3,6) 12(3,6) 21 (79,5) 7.6 (0,53) Smooth Ceilings 1/2 to 1 (13 to 25.4) using CCP. z to 1 (13 to 25.4) using FP escutcheon. 2.45 (62) 14 x 14 (4,3 x 4,3) 14(4,3) 21 (79,5) 7.6 (0,53) 16 x 16 (4,9 x 4,9) 16(4,9) 21 (79,5) 7.6 (0,53) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 1/2 to 1 (13 to 25.4) using CCP 8(2.4) 18 x 18 (5,5 x 5,5) 18(5,5) 22 (83,3) 8.4 (0,58) 2 to 1 (13 to 25.4) using FP escutcheon. 20 x 20 (6,1 x 6,1) 20(6,1) 25 (94,6) 10.8 (0,74) For Ceiling types refer to NFPA 13,13R or 13D FACE OF FITTING TO WALL DIMENSION 1 7/4" MIN. 2 I/4" HOLE DIA. ( J/ BmmJ A" 57.2mm) [ J 2mm/ CEILING TO DEFLECTOR I" X 1/2" REDUCER - 7 DIMENSION T _ 1 1 15/76" DIA. 1 1 492mm] i -- ? 27/32" D/A. 72.2mm] TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER \ 7 WRENCH BOSS. L75FC08-0 - 1 - 1/2 [IJmm] ADJUSTMENT F1 RES 58 & 44 HSW/F2 Fig. 5 Technical Data: F1 Res 44 HSW & HSW/F2 (SIN R3531) Model F1 Res 44 & 58 HSW Model F1 Res 44 & 58 Recessed HSW/F2 Thread Nominal Max. Sprinkler Max. Ambient K Sprinkler Size Orifice Pressure Temp. Rating Tom Factor Length Inch (mm) psi (bar) Inch (mm) OF C eC z" NPT R''/z 3/e" (10) 175 (12) 155 175 68 79 38 66 4.4(63) 2.45 (62) rd F2 escutcheon, 1/2" (13mm) adjustment Escutcheon. F2. Data: Faceof TType Adjustment ailtting Inch (mm) Inch (mm) F2 2 (13) 4.7 - 17.4) Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating 1550F/68°C Intermediate Temp. Rating 175°F/79°C Top of Deflector to Ceiling Inch (mm) Minimum Spacing Ft (m) Flow GPM (Umin) Pressure PSI bar Flow GPM Umin Pressure PSI bar 12 x 12 (3,6 x 3,6) 120,15) 12 (45,4) 7.5 (0,52) 12 (45,4) 7.5 (0,52) 4 to 6 (100 to 152); 2(13)recessed using F2 escutcheon 8(2.4) 14 x 14 (4,3 x 4,3) 14(4,3) 14 (53,0) 10.2 (0,71) 14 (53,0) 10.2 (0,71) 16 x 16 (4,9 x 4,9) 16(4,9) 16 (60,6) 13.3 (0,92) 16 (60,6) 13.3 (0,92) 16 x 18 (4,9 x 5,5) 16(4,9) 18 (68,1) 16.8 (1,16) 18 (68,1) 16.8(l.16) 18 x 18 (5,5 x 5,5) 18(5,5) 19 (72,0) 18.7 (1,29) 19 (72,0) 18.7 (1,29) 16 x 20 (4,9 x 6,1) 16(4,9) 23 (87,1) 27.4 (1,89) 23 (87,1) 27.4(l.89) 12 x 12 (3,6 x 3,6) 12(3.6) 14 (53,0) 10.2 (0,71) 14 (53,0) 10.2 (0,71) 6 to 12 (152 to 305); h (13) recessed using F2 escutcheon 14 x 14 (4,3 x 4,3) 14(4.3) 16 (60,6) 13.3 (0,92) 16 (60,6) 13.3 (0,92) 16 x 16 (4,9 x 4,9) 16(4.9) 17 (64,4) 15.0 (1,04) 17 (64,4) 15.0 (1,04) 16 x 18 (4,9 x 5,5) 16(4.9) 20 (75,7) 20.7(l.43) 20 (75,7) 20.7 (1,43) 16 x 20 (4,9 x 6,1) 16(4.9) 23 (87,1) 27.4(l.89) 1 23 (87,1) 27.4 (1,89) For Ceiling types refer to NFPA 13, 13R or 13D Technical Data: F1 Res 58 2 3533 Escutcheon, F2, Data: Nominal Max. Sprinkler Face of FittingMax. Sprinkler AdjustmentOrificeLengthType Inch (mm) to wallPressureTemp. Rating Ambient SizeThread emFactor psi (bar) Inch (mm) mm °F °C °F °C mm 2" NPT 155 68 100 38 F2 +/:(13) '/' e "he 2" (13) 175 (12) 5.8 (83.5) 2.45 (62) (4.7 - 17.4) R''/2 175 79 150 66 Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector to Minimum Max. Coverage area Max. Spacing 1550F/68°C 175°F/79°C Ceiling SpacingFlowPressureFlowPressureFtxFt (m x m) Ft (m) Inch (mm) Ft (m) GPM (Umin) PSI bar GPM VmIn) PSI bar 12 x 12 (3,6 x 3,6) 12(3.6) 16 (60,6) 7.6 (0,53) 16 (60,6) 7.6 (0,53) 4 to 6 (100 to 152); 14 x 14 (4,3 x 4,3) 14(4,3) 18 (68,2) 9.7 (0,69) 18 (68,2) 9.7 (0,69) 16 x 16 (4,9 x 4,9) 16(4,9) 21 (79,5) 13.2 (0,91) 21 (79,5) 13.2 (0,91) 2 (13) recessed using F2 escutcheon 16 x 18 (4,9 x 5,5) 16(4,9) 25 (94,7) 18.6 (1,28) 25 (94,7) 18.6 (1,28) 8(2,4) 16 x 20 (4,9 x 6,1) 16(4,9) 29 (109,8) 25.0 (1,73) 29 (109,8) 25.0 (1,73) 12 x 12 (3,6 x 3,6) 12(3,6) 22 (83,3) 14.4(l.0) 22 (83,3) 14.4 (1,0) to 12 (152 to 305); 2 (13) recessed 14 x 14 (4,3 x 4,3) 14(4.3) 22 (83,3) 14.4(l.0) 22 (83,3) 14.4 (1,0)6 16 x 16 (4,9 x 4,9) 16(4,9) 26 (98,4) 20.1 (1,39) 26 (98,4) 20.1 (1,39) using F2 escutcheon 16 x 18 (4,9 x 5,5) 16(4,9) 31 (117,4) 28.6 (1,97) 31 (117,4) 28.6 (1,97) For Ceiling types refer to NFPA 13, 13R or 13D 7. o Model F1 Res 44 SWC' Not listed for corrosion resistance. Fig. 6 TPr_hnir_al Data- F1 Ras A& SW[_ /SIN RAS'A11 Nominal Max. Cover Max. Minimum Spacing Ft (m) f0 77' Thread Orifice 41.60mm ro 1 r/• (J r.73mmJ uonmum J0..6GnmJ Size foci Or <:fAny 7o Mb6 OmrMa%ar PUSN ON COWR, MCN W 0 AQNSr LWRL n Tem P. Factor nCNr ACA/N$r WAIL Ff 57 1' x 1/7' Reduce C 16 x 18 (4,9 x 5,5) 16(4,9) 1 RdttrrrmsM10 1 '' fty NON 7 3/16' 135 2518' 3/B' 56. •-• J 5/16' 66.66mmJ aO. .. 6. l.mmJo;, j i 16 x 16 (4,9 x 4,9) 16(4,9) NRN COLLAR UN RL 1 16 x 18 (4,9 x 5,5) RGNr A SPR/NKLCR 1 71/J7' 20.7 (1,43) WN[NCN 8035. 7 07-1 rJY06l 1/7' (1270-1 AO/vdfmMf 171 RES 44 SWC Fig. 6 TPr_hnir_al Data- F1 Ras A& SW[_ /SIN RAS'A11 Max. Coverage area Ft x Ft (m x m) Nominal Max. Cover Max. Minimum Spacing Ft (m) Sprinkler Thread Orifice Pressure Temp. Ambient K Length Size Inch (mm) psi (bar) Rat n Tem P. Factor Inch (mm) Ff 57 o F C 16 x 18 (4,9 x 5,5) 16(4,9) 19 (71,8) 18.7 (1,13) 16 x 20 (4,9 x 6,1) z" NPT R%z 3/6•• (10) 175 (12) 135 100 38 4.4(63) 2.45 (62) Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating 155°F/68 -C Top of Deflector to Ceiling mm) Minimum Spacing Ft (m) Flow GPM (Um n) Pressure PSI(bar) Inch 12 x 12 (3,6 x 3,6) 12(3.6) 13 (49,2) 8.7 (0,60) 4 to 6 (100 to 152); z (13) recessed using F2 escutcheon 8(2,4) 14 x 14 (4,3 x 4,3) 14(4,3) 14 (53,0) 10.2 (0,71) 16 x 16 (4,9 x 4,9) 16(4.9) 17 (64,3) 15.0 (1,1) 16 x 18 (4,9 x 5,5) 16(4,9) 19 (71,8) 18.7 (1,13) 16 x 20 (4,9 x 6,1) 16(4,9) 23 (87,1) 27.4(l.89) 12 x 12 (3,6 x 3,6) 12(3,6) 14 (52,9) 10.2 (0,71) 6 to 12 (152 to 305); Yz (13) recessed using F2 escutcheon 14 x 14 (4,3 x 4,3) 14(4,3) 15 (56,7) 11.7 (0,81) 16 x 16 (4,9 x 4,9) 16(4,9) 18 (68,1) 16.8(l.16) 16 x 18 (4,9 x 5,5) 16(4,9) 20 (75,6) 20.7 (1,43) For Ceiling types refer to NFPA 13, 13R or 13D F-1 Technical Data: F1 Res 58 HSWX (SIN RA3533) Max. Coverage area Ft x Ft (m x m) Thread Nominal Max. Sprinkler Max' Ambient K Sprinkler Sprinkler Flow GPM Umin Size Orifice Pressure Temp. Rating Tem 26.8 (1,85) Length Identification 4 to 6 (100 to 152); z (13) recessed using F2 escutcheon 8(2.4) Inch (mm) psi (bar) o 30(114) 26.8(1,85) 30(114) F 0 oC F I OC Bulb z' NPT 2• (13) 175 (12) 155 68 100 38 5.8 (83.5) 2.45 (62) RA3533 14 x 26 (4,3 x 7,9) R'/z 42 (160) 52.4 (3,75) 175 79 1 150 66 18(5.5) 35 (133) 36.4 (2,5) Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating 1550 80C) Intermediate Temp. Rating 175°F/79°C Top of Deflector to Ceiling Inch (mm) Minimum Spacing Ft (m) Flow GPM (Umin) Pressure PSI bar Flow GPM Umin Pressure PSI bar 18 x 20 (5,5 x 6,1) 18(5.5) 30 (114) 26.8 (1,85) 30 (114) 26.8 (1,85) 4 to 6 (100 to 152); z (13) recessed using F2 escutcheon 8(2.4) 20 x 20 (6,1 x 6, 1) 20(6,1) 30(114) 26.8(1,85) 30(114) 26.8(1,85) 16 x 22 (4,9 x 6,7) 16(4,9) 33 (125) 32.4 (2,23) 33 (125) 32.4 (2,23) 16 x 24 (4,9 x 7,3) 16(4,9) 38 (144) 42.9 (2,96) 38 (144) 42.9 (2,96) 14 x 26 (4,3 x 7,9) 14(4.3) 42 (160) 52.4 (3,75) 42 (160) 52.4 (3,75) 18 x 20 (5,5 x 6,1) 18(5.5) 35 (133) 36.4 (2,5) 35 (133) 36.4 (2,5) 6 to 12 (152 to 305); 2 (13) recessed using F2 escutcheon 16 x 22 (4,9 x 6,7) 16(4.9) 38 (144) 42.9 (2,96) 38 (144) 42.9 (2,96) 16 x 24 (4,9 x 7,3) 16(4,9) 42 (160) 52.4 (3,6) 42 (160) 52.4 (3,6) 14 x 26 (4,3 x 7,9) 14(4,3) 46 (174) 62.9 (4,34) 46 (174) 62.9 (4,34) For Ceiling types refer to NFPA 13, 13R or 13D FACE Or nmNG TO WALL DIMENSION 2 1/4' HOLE 014. 57.2mm) 1" X I/2" REDUCER 1 11/16- MIN. JT.Bmm) A' CEILING TO DEFLECTOR FSI DIMENSION j 1 " 1 T5/r6" ora,l 49.2mm) 2 27/J2- Ow 72.2mm) TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. `\ IJSFGW I/2" [TJmm) ALUUSTMENT F1 RES 58 HSWX Fig. 7 0, Model F1 Res 58 HSWX (Bulb) Model KRes58 HSWX (Link) Technical Data: KRes58 HSWX (RA3593) Max. Coverage area Ft x Ft (m x m) Thread Nominal Max. Max, Ambient K Sprinkler Sprinkler 18(5,5) Size Orifice Pressure Tem . Factor Length Identification 26.8(1,85) 16 x 22 (4,9 x 7,3) Inch (mm) psi (bar) 32.4 (2,23) Inch (mm) Number (SIN) F 42.9 (2,96) Link 2* N T I (R y2) 1z" ( 13) 175 (12) 100 38 5.8 (83.5) 2.45 (62) RA3593 Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating 165- 4-C) Top of Deflector to Ceiling Inch (mm) Minimum Spacing Ft (m) Flow GPM L/mtn Pressure PSI bar 18 x 20 (5,5 x 6, 1) 18(5,5) 29(109) 25(1,72) 4 to 6 (100 to 152); 2 (13) recessed using F2 escutcheon 8(2,4) 20 x 20 (6,1 x 6, 1) 20(6,1) 30(114) 26.8(1,85) 16 x 22 (4,9 x 7,3) 16(4,9) 33 (125) 32.4 (2,23) 16 x 24 (4,9 x 7,3) 16(4.9) 38 (144) 42.9 (2,96) 14 x 26 (4,3 x 7,9) 14(4.3) 42 (160) 52.4 (3,75) 18 x 20 (5,5 x 6,1) 18(5.5) 35 (133) 36.4 (2,5) 6 to 12 (152 to 305); z (13) Recessed using F2 escutcheon 16 x 22 (4,9 x 6,7) 16(4.9) 38 (144) 42.9 (2,96) 16 x 24 (4,9 x 7,3) 16(4,9) 42 (160) 52.4 (3,6) 14 x 26 (4,3 x 7,9) 14(4.3) 46 (174) 62.9 (4,34) For Ceiling types refer to NFPA 13, 13R or 13D Maintenance Model F1 Res 30, 49, F1 Res 58, F1 Res 76 and F1 Res 44 Sprinklers should be inspected and the sprinkler sys- tem maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Am- monia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non -operation. Model F1 Res 30, 49 & 58 Pendent Sprinkler Specifications Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential pendent sprin- klers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guide- lines and the applicable installation standard. Deflector - to -ceiling distance listing shall be 1" to 8" maximum, only for F1 Res 49. Sprinkler frame and deflector shall be of bronze frame construction having a '/2" NPT thread. Wa- ter seal assembly shall consist of a Teflon' coated Bel- leville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] 175°F (790C)]. Sprinklers shall have a nominal K -factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome - plated] [White Polyester] [Special finish- specify]. Resi- dential pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58, SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 Res 49 & 58 Recessed Pendent/F1, Model F1 Res 30, 49 & 58 Recessed Pendent/ F2, Model F1 Res 30,49 & 58 Recessed Pendent/ FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential recessed pen- dent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's in- stallation guidelines and the applicable installation stan- dard. Deflector -to -ceiling distance listing shall be 1" to 8" maximum, only for F1 Res 49. Sprinkler frame and deflec- tor shall be of bronze frame construction having a %2" NPT thread. Water seal assembly shall consist of a Teflon' coated Belleville spring washer with top -loaded extruded DuPont Registered Trademark 10. or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F 680C)] [175°F (790C)]. Sprinklers shall have a nomi- nal K -factor of 3.0, 4.9 & 5.8. Standard finish: [Bronze] Chrome -plated] [White Polyester] [Special finish- spec- ify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with '/2" adjustment (Model F2)] with 3/4" adjustment (Model F1)] [of push -on and thread off design with %2" adjustment (Model FP)]. Standard fin- ish shall be [brass][bright chrome] [white painted]. Resi- dential recessed pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58 Recessed Pendent/Fl] [Model F1 Res 30,49 & 58 Recessed Pendent/F2] [Model F1 Res 30, 49 & 58 Recessed Pendent/FP] SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 Res 30, 49 & 58 CCP Pendent Concealed) Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential concealed sprinklers engineered to provide a minimum design den- sity of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be in- stalled in conformance with the manufacturer's installa- tion guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a %2" NPT thread. Water seal as- sembly shall consist of a Teflon* coaled Belleville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (680C). Cover plate assem- bly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push -on and thread -off design allowing a ''/2" cover plate adjustment. Cover plate tem- perature rating shall be 135°F (57°C). A plastic protec- tive cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58 CCP, SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 Res 44, F1 Res 58 Horizontal Sidewall, F1 Res 58 HSWX & KRes58 HSWX Residential Sprinkler Specifications Sprinklers shall be [cULus Listed] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manu- facturer's technical data sheets are to be used. Residen- tial sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a %2" NPT thread. Water seal assembly shall consist of a Teflon* coaled Bel - DuPont Registered Trademark leville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] 175°F (79°C)]. The solder element (Link) version, the water seal consist of a cap with a bellville spring washer and a temperature rating of 165°F (740C). The recessed assembly forthe HSWX (Bulb & Link) should be a steel two pieces escutcheon with 1/2" adjustment (Model F2) standard finish should be Bright Chrome and white paint- ed. The F1 Res 58 HSW is also available with low lead frame. F1 Res 58 HSW and HSWX sprinklers shall have a nominal K Factor of 5.8 and F1 Res 44 a nominal K factor of 4.4. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model F1 Res 44, F1 Res 58, F1 Res 58 HSWX & Model KRes58 HSWX, SIN R3531, RA3533 & RA3593 (Bulletin 135). Model F1 Res 44 Recessed Horizontal Sidewall Sprinkler Use description for the Model F1 Res 44 horizontal side- wall sprinkler with the following modifications: Replace horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with %2" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model F1 Res 44/F2, SIN R3531 (Bulletin 135). Model F1 Res 76 Pendent Sprinklers shall be [cULus Listed] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprin- klers shall be installed in conformance with the manufac- turer's installation guidelines and the applicable installa- tion standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Wa- ter seal assembly shall consist of a Teflon* coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175*F (79°C)]. Sprinklers shall have a nominal K -factor of 7.6. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Spe- cial finish- specify]. Residential pendent sprinklers shall be Reliable Model F1 Res 76, SIN R7618 (Bulletin 135). Model F1 Res 76 Recessed Pendent/F1, Model F1 Res 76 Recessed Pendent/F2, Model F1 Res 76 Recessed Pendent/FP Sprinklers shall be [cULus Listed] low flow residential recessed pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manu- facturer's technical data sheets are to be used. Residen- tial sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon' coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and hav- ing a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K -factor of 7.6. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Spe- cial finish- specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with Y2" adjust- ment (Model F2)] [with 3/" adjustment (Model F1)] [of push -on and thread off design with Y2" adjustment (Mod- el FP)]. Standard finish shall be [brass][bright chrome] white painted]. Residential recessed pendent sprinklers shall be Reliable [Model F1 Res 76 Recessed Pendent/ F1] [Model F1 Res 76 Recessed Pendent/F2] [Model F1 Res 76 Recessed Pendent/FP] SIN R7618 (Bulletin 135). Model F1 Res 76 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprin- klers shall be installed in conformance with the manufac- turer's installation guidelines and the applicable installa- tion standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Wa- ter seal assembly shall consist of a Teflon' coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having DuPont Registered Trademark a temperature rating of 155°F (680C). Cover plate assem- bly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push -on and thread -off design allowing a '/2" cover plate adjustment. Cover plate tem- perature rating shall be 135°F (57°C). A plastic protec- tive cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model F1 Res 76 CCP, SIN R7618 (Bulletin 135). Finishes (') Other finishes and colors are available on special order. Consult factory for details. 12) cULus listed Corrosion Resistant Note: Paint or any other coating applied over the factory finish will void all approvals and warranties. Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Temperature Rating 4. Sprinkler Finish 5. Escutcheon Finish 6. Cover Plate Finish The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Reliable Automatic Sprinkler Co., Inc. ® Recycled 800) 431-1588 Sales Offices Paper iabld 800) 848-6051 Sales Fax Revision lines indicate updated or new data. Rel(914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 06/15 P/N 9999970235 Standard Finishes Sprinkler F1, F2, FP Cover Plates Escutcheons Bronze Brass White Painted Chrome Plated Bright Chrome Plated Chrome White and Black White Painted Polyester(2) Coated Special Application Finishes Sprinkler F1, F2, FP Escutcheons Electroless Nickel PTFE(Teflon•)tz> Electroless Nickel PTFE (Teflon*) Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Chrome Dull Chrome Dull Other finishes and colors are available on special order. Consult factory for details. 12) cULus listed Corrosion Resistant Note: Paint or any other coating applied over the factory finish will void all approvals and warranties. Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Temperature Rating 4. Sprinkler Finish 5. Escutcheon Finish 6. Cover Plate Finish The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Reliable Automatic Sprinkler Co., Inc. ® Recycled 800) 431-1588 Sales Offices Paper iabld 800) 848-6051 Sales Fax Revision lines indicate updated or new data. Rel(914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 06/15 P/N 9999970235 tqC0Fire &Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 BlazeMaster 11 CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Description Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are designed exclusively for use in wet pipe automatic fire sprinkler systems. They are made from a specially devel- oped thermoplastic compound com- posed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art additives. TFBP BlazeMaster CPVC products are easier to install than traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as com- pared to traditional CPVC and PVC piping materials used in the plumbing trade Various adapters are available to connect CPVC pipe to metallic pip- ing. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. WARNING Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Sizes 3/4" to 3" Maximum Working Pressure 175 psi Approvals UL, FM, CUL, NSF, Dade County, LPCB, MEA, and the City of Los Ange- les. (Refer to IH -1900, Rev. 0, Janu- ary 2005 "Installation Instruction & Technical Handbook" for exact list- ing/approval information.) Manufacture Source U.S.A. Material Pipe: ASTM F442, SDR 13.5 Fittings- ASTM F438 (Sch. 40) and ASTM F439 (Sch. 80), ASTM F1970 Color Orange An rapid response HOME FIRE SPRINKLER SYSTEM BlazeMaster® is a registered trademark of Noveon IP Holding Corp. Pagel of 6 JANUARY, 2006 TFP1915 Page 2 of 6 TFP1915 Installation Tyco Fire and Building Products TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- ance with IH -1900, Rev. 0, January 2005 "Installation Instruction & Techni- cal Handbook". FIGURE 1— PIPE DIMENSIONS Care and Maintenance The owner Is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. WATER NOMINAL AVERAGE AVERAGE WEIGHT FILLED WEIGHT FT OF PIPE WEIGHT PER LIFT SIZE O D. ID lbs./ft. lbs./ft. PER LIFT Ibs. 3/4" 1050" 0.874" 0.18 0.44 7875 1339 1" 1315" 1.101' 0.26 0.67 5040 1320 1-1/4" 1.660" 1394" 0.42 1.08 2835 1191 1-1/2" 1900" 1598" 0.54 1.41 2205 1213 2" 2 375" 2 003" 0.84 2.20 1260 1084 2-1/2" 2 875" 2.423" 1.26 3.26 1215 1531 3" 3.500" 2 952" 1.87 4.83 720 1344 Installation Tyco Fire and Building Products TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- ance with IH -1900, Rev. 0, January 2005 "Installation Instruction & Techni- cal Handbook". FIGURE 1— PIPE DIMENSIONS Care and Maintenance The owner Is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. TFP191 S Page 3 of 6 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE TIO) SCHD. Ib.) TEE 80000 3/4" 5/8" 40 011 T/O 80001 1" 11/16" 40 0.19 80002 1-114" 7/8" 40 0.26 80003 1-1/2" 1-1/16" 80 0.51 80004 2" 1-3/8" 80 0.90 80005 2-1/2" 1-9/16" 80 159 T/O T/O 80006 3" 1-13/16" 80 241 XxYxZ X Y Z 3/4" x 3/4" x 1" 3/4" 3/4" 5/8' 80132 40 0.14 80133 1" x 3/4" x 3/4" 9/16" 9/16" 3/4" 40 0.14 80134 1" x 3/4'x 1" 3/4" 11/16" 3/4" 40 017 80260 1" x 1"x 3/4" 5/8" 5/8" 13/16" 40 0.16 80135 1-1/4" x 1" x 3/4" 5/8" 5/8" 15/16" 40 021 80136 1-1/4" x 1" x 1" 3/4" 3/4" 15/16" 40 022 80137 1-1/4"x 1" x 1-1/4" 15/16" 15/16" 7/8" 40 0.26 REDUCING TEE 80261 1.1/4" x 1-1/4" x 3/4" 5/8" 5/8" 7/8" 40 0.23 80262 1.1/4" x 1-1/4" x 1" 3/4" 3/4" 7/8' 40 0.26 Z 80138 1-1/4" x 1-1/4" x 1-1/2" 1" V. 1" 80 0.43 T/O 80140 1.1/2" x 1.1/4" x 3/4" 9/16" 9/16" V. 80 036 80141 1.1/2" x 1-1/4" x 1" 9/16" 9/16" 1-1/16" 80 0.38 80263 1-1/2" x 1-1/2" x 3/4" 9/16" 9/16" 1" 80 036 X Y 80264 1-1/2" x 1-1/2" x 1" 9/16" 9/16" 1-1/16" 80 038 80275 1-1/2" x 1.1/2" x 1-1/4" 7/8" 7/8" 1" 80 045 T/O T/O 80265 2" x 2"x 3/4" 3/4" 3/4" 1-3/8" 80 061 80266 2"x 2" x 1" 7/8" 7/8" 1-3/8" 80 0.66 80274 2" x 2" x 1-114" 1-1/16" 1-1/16" 1-3/8" 80 0.74 80267 2" x 2" x 1-1/2" 1-1/8" 1-1/8" 1-3/8" 80 0.78 80271 2-1/2" x 2-1/2" x 1" 1-9/16" 1-9/16" 1-9/16" 80 143 80272 2-1/2" x 2-1/2" x 1-1/4" 1-9/16" 1.9/16" 1-9/16" 80 1.46 80273 2.1/2" x 2-1/2" x 1-1/2" 1.9/16" 1.9/16" 1-9/16" 80 1.48 80276 2-1/2" x 2.1/2" x 2" 1.9/16" 1-9/16" 1-9/16" 80 1.50 80270 3" x 3" x 1-1/2" 1-13/16" 1-13/16" 1-13/16" 80 228 80268 3" x 3" x 2" 1-13/16" 1-13/16" 1.3/4" 80 2.25 80269 3" x 3" x 2-1/2" 1-13/16" 1-13/16" 1-13/16" 80 244 CROSS d REDUCING CROSS 80009 3/4" 9/16" 40 0.13 T/O 80010 1" 11/16" 40 0.23 80011 1-1/4" 15/16" 40 0.34 80012 1-1/2" 1-1/16" 80 0.67 80013 2" 1-5/16" 80 100 80014 2-1/2" 1-9/16" 80 1.91 T/O 80008 3" 1-13/16" 80 2.89 80015 1" x 1" x 3/4" x 3/4" 7/8" 40 028T/O:!T/O 80025 3/4" 5/8" 40 0.09 90• ELBOW 6 REDUCING ELBOW 80026 1" 3/4" 40 014 80027 1-1/4" 7/8" 40 0.21 X 80028 1-1/2" 1-1/16" 80 040 T/O 80029 2" 1-5/16" 80 0.79 80030 2-1/2" 1-9/16" 80 1.14 YXxY 3" 1-13/16" 80 1.82r080031 X Y 032 1"x314" 11/16" 13/16" 40 0.16 FIGURE 2 - FITTING DIMENSIONS (Part 1 of 4) Page 4 of 6 TFP191 S FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT SCHD. WEIGHT TYPE NUMBER TIO) Ib ) 45• ELBOW 80050 3/4" 3/8" 40 0.08 T/O 80051 1" 3/8" 40 0.11 80052 1-1/4" 3/4" 40 0.20 80053 1-1/2" 1/2" 80 0.31 T/01 80054 2" 3/4" 80 0.56 80055 2-1/2" 13/16" 80 0.89 80056 3" 1" 80 119 80075 3/4" 1/8" 40 0.07 COUPLING & 80076 1" 1/8" 40 0.11 REDUCING COUPLING 80077 1-1/4" 3/16" 40 0.12 80078 1-1/2" 3/16" 80 0.25 80079 2" 3/16" 80 0.38 80080 2-1/2" 1/4" 80 0.67 T/O 80081 3" 3/16" 80 0.91 80220 1" x 3/4" 1/8" 40 0.08 80200 1" x 3/4" 7/16" 40 0.04 80201 1-1/4" x 3/4" 1/2" 40 0.11 80202 1-1/4"x 1" 5/16" 40 0.12 80203 1-1/2" x 3/4" 5/8" 80 0.16 80204 1-1/2"x 1" 1/2" 80 0.14 REDUCER BUSHING 80205 1.1/2" x 1.1/4" 3/8" 80 0.17 80206 2" x 3/4" 13/16" 80 0.27 80207 2" x 1" 11/16" 80 0.26 80208 2"x 1-1/4" 9/16" 80 0.24 80209 2"x 1-1/2" 7/16" 80 0.19 I T/O 80215 2-1/2"x 1" 15/16" 80 0.42 80214 2-1/2" x 1-1/4" 13/16" 80 0.45 80213 2-1/2" x 1-1/2" 11/16" 80 0.46 80211 2-1/2" x 2" 5/8" 80 0.29 80210 3" x 2" 3/4" 80 072 80212 3" x 2-1/2" 1/2" 80 0.47 CAP 80100 3/4" 5/16" 40 004 80101 V. 3/8" 40 0.06 80102 1-1/4" 7/16" 40 010 80103 1-1/2" 11/16" 80 020 80104 2" 5/8" 80 031 T/O II- 80105 2-1/2" 7/8" 80 058 80106 3" 1" 80 088 GROOVED T/O PIPE O.D COUPLING ADAPTER 2-5/16" 1-1/4" (1.660") 80160 1.1/4" x 1.1/4" Groove 40 078 80161 1.1/2" x 1.1/2" Groove 2-5/16" 1.1/2" (1.900") 80 0.95 PIPE 80162 2" x 2" Groove 2-5/16" 2" (2.375') 80 1.42 O.D. 80163 2.1/2" x 2-1/2" Groove 2-5/16" 2-1/2" (2.875") 80 2.28 80164 W x 3" Groove 2-1/4" 3" (3.500') 80 3.00 T/O -I 80169 2-1/2" x 76,1 mm Groove 2-5/16" 76,1 mm (3 000') 80 228 FIGURE 2 - FITTING DIMENSIONS (Part 2 of 4) TFP1915 Page 5 of 6 FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT SCHD. WEIGHT TYPE NUMBER T/O) Ib.) SPRINKLER HEAD ADAPTER 80175E 3/4" x 1/2" NPT 7/16" 80 020 80176E 1" x 1/2" NPT 7/16" 80 0.22 80175WL 3/4" x 1/2" NPT 7/16" 40 0.16 T/O 80179 1" x 3/4" NPT 13/16" 40 0.43 SPRINKLER HEAD ADAPTER 80175W 3/4" x 1/2" NPT 1/2" 40 0.19 T/O 80176W 1" x 1/2" NPT 1/2" 40 Ole SPRINKLER HEAD ADAPTER (SPIGOT) 80177L 3/4" x 1/2" NPT 1/2" 40 016 80178 1" x 1/2" NPT 9/16" 40 020 7T,O 80180 1" x 3/4" NPT 7/8" 40 0.40 FEMALE ADAPTER 80142 3/4" x 3/4" NPT 13/16" 40 041 80145 1' x 1" NPT 7/8" 40 063 80146 1-1/4'x 1-1/4" NPT 1-1/8" 40 1.03 80147 1-1/2" x 1-1/2" NPT 1-3/8" 80 1.42 T/O 80148 2" x 2" NPT 1-11/16" 80 2.66 MALE ADAPTER 80157 3/4" x 3/4" NPT 1-5/16" 40 0.33ED11 T/O —1 80158 1' x 1" NPT 1.3/8" 40 056 xxYxZ X Y Z SPRINKLER HEAD 80250 40 0.223/4" x 3/4" x 1/2" NPT 9/16" 9/16" 1" ADAPTER TEE Z 80251 1" x 1" x 1/2" NPT 11/16" 11/16" 1-3/16" 40 029 T/O 80249 1" x 1" x 1" NPT 15/16" 15/16" 1.9/16" 40 0.73 80256 1-1/4" x 1" x 1/2" NPT 7/16" 9/16" 1-5/16" 40 0.30 80252 1-1/4" x 1-1/4" x 1/2" NPT 7/16" 7/16" 1.5/16" 40 0.31 80257 1-1/2" x 1-1/4" x 1/2" NPT 1/2" 11/16" 1-7/16" 80 0.43 x Y1 710 80254 1-1/2" x 1.1/2" x 1/2" NPT 1/2" 1/2" 1-7/16" 80 0.46 80258 2"x 1-1/2" x 1/2" NPT 1/2" 5/8" 1.11/16" 80 0.56 T/O 80253 2" x 2" x 1/2" NPT 1/2" 1/2" 1-11/16" 80 0.62 FIGURE 2 — FITTING DIMENSIONS (Part 3 of 4) Page 6 of 6 TFP191 S FITTING PART NOMINAL TAKE-OUT WEIGHT NOMINAL SIZE SCHD. TYPE NUMBER T/O) 1b.) BACK-TO-BACK TEE X x Y x Z x Y. Z X T/O Y mm80459 1" x 1/2" NPT x 1/2" NPT 5/8" 1-5/16" 40 0.48 zl 80460 1" x 1/2" NPT x 1/2" NPT 5/8" 1.3/16" 40 0.46 T/O T/O BACK-TO-BACK CROSS X x Y x z x W X, Y Z, W X T/O ZOW 80462 1" x 1" x 1/2" NPT x 1/2" NPT 5/8" 1-3/16" 40 0.46 W 80463 1" x 1" x 1/2" NPT x 1/2" NPT 5/8" 1-5/16" 40 0.47 T/O Y T/O T/O SPRINKLER HEAD X x Y x Y ADAPTER 90' ELBOW Y T/O 80199 3/4"x 1/2" NPT 9/16" 1" 40 0.20 80198 1' x 1/2" NPT 3/4" 1-1/4" 40 0.26 X 80196 1" x 3/4" NPT 1-1/16" 1-7/16" 40 0.26 T/o FIGURE 2 — FITTING DIMENSIONS (Part 4 of 4) Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty Is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, Improper installation, corrosion, or which have not been Installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for Incidental, Indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and In no event shall TFBP's liability exceed an amount equal to the sales price. The fore og_Ina warranty is made in lieu of any and all other warranties. ex- press or implied. including warranties of merchantability and fitness for a par- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made In contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Notification to Jobsite Building Trades KI Caution This building contains a CPVC fire sprinkler system. This CPVC fire sprinkler system is a Life Safety Assembly and must be treated carefully. Please read the following before any activity which could contact this system: CPVC piping components may be damaged by certain substances and construction practices. DO NOT stack, support, hang equipment, or hang flexible wire/cable, especially communications cable, or other material on the fire sprinkler system. ONLY system compatible materials including, but not limited to solvent cements, caulks, sealants, cutting oils and thread pastes as noted by the CPVC fire sprinkler piping system manufacturer's installation instructions should be used in contact with this system. DO NOT expose CPVC products to incompatible substances, such as cutting oils, non -water based paints, packing oils, traditional pipe thread paste and dope, fungicides, termiticides, insecticides, detergents, building caulks, adhesive tape, solder flux, flexible wire/cable (with special consideration for communications cabling), and non -approved spray foam insulation materials. DO NOT expose CPVC products to edible oils, solvents, or glycol -based anti -freeze fluids. DO NOT expose CPVC products to open flame, solder, and soldering flux. DO NOT drop, distort, or impact CPVC products or allow objects to be dropped on them. DO NOT handle CPVC products with gloves contaminated with oils (hydrocarbons) or other incompatible materials. Failure to follow this notice may cause cracks or fractures to develop in CPVC products resulting in property damage and personal injury due to leaks or flooding. The presence of any visible cracks may require partial or full system replacement. For additional information contact the general contractor or the fire sprinkler system installer: FOR ADDITIONAL INFORMATION CONTACT "CPVC PIPElFITTING MANUFACTURER" Rev 2.0 Nov 13, 2007_dist6buI Product L 016 Caution This CPVC fire sprinkler product is a Life Safety Assembly and must be treated carefully. Please read the following before any activity which could contact this system: Read and follow the CPVC manufacturer's Installation Instructions. Training by an authorized representative is available and is recommended. Proof of training may be required by local authorities. CPVC piping components may be damaged by certain substances used in construction and building maintenance. ONLY system compatible materials including, but not limited to solvent cements, caulks, sealants, cutting oils and thread pastes as noted by the manufacturer's installation instructions should be used in contact with this system. DO NOT expose CPVC products to incompatible substances, such as cutting oils, non -water based paints, packing oils, traditional pipe thread paste and dope, fungicides, termiticides, insecticides, detergents, building caulks, adhesive tape, solder flux, flexible wire/cable (with special consideration for communications cabling), and non -approved spray foam insulation materials. DO NOT expose CPVC products to edible oils, solvents, or glycol -based anti -freeze fluids. When combining metallic pipe and fittings with CPVC products in a system, the cutting oil should be removed prior to assembly. DO NOT store CPVC products in containers with metal products where it may become damaged or contaminated with packing oils. DO NOT handle CPVC products with gloves contaminated with oils (hydrocarbons) or other incompatible materials. Failure to follow the manufacturer's installation instructions and this notice may cause cracks or fractures to develop in CPVC products, resulting in property damage and personal injury due to leaks or flooding. The presence of any visible cracks may require partial or full system replacement. Please contact the manufacturer for additional information. FOR ADDITIONAL INFORMATION CONTACT "CPVC PIPEWITTING MANUFACTURER" Rev 2.0 Nov 13, 2007 dishibuI Important Information with Regards to Your CPVC Fire Sprinkler System CONGRATULATIONS, your building structure contains a state of the art life safety system. Your CPVC fire sprinkler system will enhance the safety and security of your building when properly cared for. CPVC Fire Sprinkler Products resist attack from a wide range of chemicals that are corrosive to metallic piping. As with any piping material, there are however, certain chemicals that can be detrimental to CPVC. Occasionally some of these chemicals may be found in some construction products, site preparations and building maintenance. There are certain things that you need to be mindful of in caring for or working around your CPVC fire sprinkler system. Keep your system clear from contact with the following products and chemicals unless product labels state materials are compatible with CPVC: NOTICE Ordinary considerations Property maintenance services Cleaning Products Detergents Fungicides Oils/Lubricants/Greases Mold Remediation Rubbery Materials Chemicals Termiticides / Insecticides For hired contractors & do-it-yourselfers Corrosion Inhibitors Glycol -based antifreezes Solder Flux Thread Sealants Flexible Cable / Wiring (especially communications cabling) Caulks/Mastics Adhesive Vinyl / Electrical Tape Non -Approved Spray Foam Insulation Non -Water Based Paint Paint Thinners Wood Finishes/Varnishes You should also avoid the following: Sitting, standing, hanging, leaning, or resting anything on the pipe, fittings, and sprinkler heads Grounding electrical wiring to the pipe or fittings Ambient temperatures below 40°F/4•C where your fire sprinkler system is located. Unless an approved compatible antifreeze or insulation method is installed.) Hot work around the pipe, i.e. blow torches, soldering, etc. Be certain that this document is reviewed and understood by anyone working on or around your CPVC life safety system. If you have any questions or need assistance on chemical compatibility with your CPVC fire sprinkler system, contact the manufacturer listed on the pipe. Proper care will help your CPVC fire sprinkler system provide protection for years to come. FOR ADDITIONAL INFORMATION CONTACT "CPVC PIPE/FITTING MANUFACTURER" CPVC Fire Sprinkler Turnover Document Rev 2 12-13-07 Fig. 22 - Hanger for CPVC Plastic Pipe Single Fastener Strap Type Size Range — 3/4" thru 2" CPVC pipe Material — Pre -Galvanized Steel Function — Intended to perform as a hanger to support CPVC piping used in automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in the horizontal position. Figure 22 can be installed on the top of a beam, but in this situation acts as a guide to the piping which is supported by the beam itself. It is not intended to sup- port CPVC pipe from under a flat horizontal surface, such as a ceiling. For this type of installation, use the TOLCOO Fig. 23, Double Fastener Strap for CPVC Piping. Fig. 22, when inverted, with the hanger tab downward, can function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (1) 1/4" x 1" tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. C @US LISTED Features — Fig. 22 incorporates features which protect the pipe and ease installation. The flared edge design pro- tects CPVC pipe from any rough surface. It is easily attached to the building structure using the special UL Listed hex head self threading screw furnished with the product, this is the minimum size fastener acceptable. It is rec- ommended that rechargeable electric drills fitted with a hex socket attachment to be used as installation tools. No impact tools (such as a hammer) are allowed. Damage has been know to result from installations using impact type tools. No pre -drilling of a pilot hole in wood is required. Finish — Pre -Galvanized Order By — Figure number and CPVC pipe size. OFFICEWANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA. CA 92879 • PH: 951.737 5599 • FAX. 951.737.0330 mCUSTOMERSERVICE • 800.786.5266 www.toko.com Dimensions • Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft.) Head Size Wt./100 3/4 27/16 VY16 13/16 51k 5/16 9 1 211/16 17/1 6 12/16 6 5/16 9 11/4 31/16 1 % 13/16 61h 5/16 11 11k 35/16 13Y4 13Y16 7 5/16 12 2 33/4 21/6 13/16 8 5/16 15 OFFICEWANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA. CA 92879 • PH: 951.737 5599 • FAX. 951.737.0330 mCUSTOMERSERVICE • 800.786.5266 www.toko.com Fig. 22C - Combination Hanger & Restrainer Application Size Range — 3/4" thru 2" CPVC pipe Material — Carbon Steel, Pre -Galvanized Function — Designed to support a CPVC pipe away from the corner of a beam. This position allows for easy installation of drops or risers without adding additional wood blocks. Approvals — Underwriters' Laboratories Listed in the USA UL) and Canada (cUL) for use as a combination hanger and restrainer. Finish — Pre -Galvanized Note — Approved UL Listed fastener into wood is furnished with the product. A fastener into light gauge metal may be ordered separately. Minimum acceptable #10 x 1" hardened self threading screw with 5/16" hex washer head. Order By — Fig. 22C application is composed of two standard Fig. 22 models — order two singles for each hanger and restrainer application required. OFFICUMANUFACTURING FACILITY - 1375 SAMPSON AVE. - CORONA. CA 92879 - PH 951 737.5599 - FAX. 951 737 0330 CUSTOMER SERVICE - 800 786.5266 www.loico.com C @US LISTED TRUSS HEADER OR TRUSS JOIST TYP) 1 5/8" 15/8" Fig. 24 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type - Side Mount C @US LISTED Size Range — 3/4" thru 2" CPVC pipe Material — Pre -Galvanized Steel Function — Intended to perform as a hanger/restrainer to support CPVC piping used in automatic fire sprinkler systems. Can be installed on the top or on the bottom of a beam. The Fig. 24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (2) 1/4" x 1" tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features — Fig. 24 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from any rough surface. Easily attaches to the building structure using the two UL Listed hex head self threading screws' furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a ham- mer) are allowed. Damage has been known to result from installations using impact type tools. No pre -drilling of a pilot hole in wood is required. Finish — Pre -Galvanized Order By — Figure number and pipe size Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. r 0 A' OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA. CA 92879 • PH. 951.737.5599 • FAX 951.737 0330 CUSTOMER SERVICE • 800.786 5266 www.toko.com Dimensions • Weights CPVC Pipe Size A B C Max. Hanger Spacing (Ft.) Fastener Hex Head Size Approx. Wt./100 3/4 1 11/4 25/16 25/6 3 15x52 15/16 11h W6 13/16 13/16 51h 6 61/2 5/16 5/16 5/16 9 9 11 11h 2 31/4 311/16 15/6 127/32 13/16 13/16 7 8 5/16 5/16 12 15 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA. CA 92879 • PH. 951.737.5599 • FAX 951.737 0330 CUSTOMER SERVICE • 800.786 5266 www.toko.com UL/ULC Description The 1/4" IPS three-way female threaded valve is used to facili- tate the installation of sprinkler system pressure gauges. The valve provides for one inlet and two outlets. This design allows for replacement of the system gauge without shutting down the water supply to the sprinkler system. This design also allows Authoritys' Having Jurisdication to test system pressure with an additional gauge through the second outlet. (The second outlet is normally plugged during installation with a 1/4" IPS pipe plug.) Installation Installation of the three-way valve can be accomplished with normal field installation tools. Make sure the valve is installed according to the flow indication arrow that has Thread Sealing Tape or a suit- able pipe thread sealant such as PipeFit® Thread Sealant Paste with PTFE when in- stalling the valve. DO NOT OVERTIGHTEN THREADS. been cast into the valve body. OVERTIGHTENING MAY The most common installation CAUSE VALVE FAILURE. allows for a 1/4" IPS nipple UUULC Listed 2R97 between the valve and the water supply being measured. This assures there will be ad- equate spacing for the sprin- kler system gauge from the riser. Use either PTFE Pipe Specifications Materials: 40Body - Bronze Seat - Brass Handwheel - Iron Sizes: 1/4" IPS Working Pressure: 400 WOG Fire Protection Products, Inc. f P P r 6241 Yarrow Dr., Suite A. Carlsbad, CA 92011-1541 02003-2007 Fire Protection Products. Inc .. -- For questions: 1 800 344-1822. 1 800 344-3775 fax • www.fppi.com SPEARS, FlameGuardTM CPVC Drain & Check Valves For NFPA 13D Applications Only Application: FlameGuardTM CPVC Orange Drain Valves and Check Valves are for use in configuring CPVC Fire Sprinkler System connection to water supply (riser/drain assembly) in NFPA 13D installations only. These valves are NOT for use in any other locations within the fire sprinkler system. Drain Valve Check Valve Special Reinforced (SR) Threaded Inlet Check Valve CPVC Drain Valves CPVC Check Valves Disc Price Part Number Size Code Each Socket x Socket 6622-007C0 314 1 0041 22.68 6622-01000 11 1 0041 28361 CPVC Check Valves CPVC Special Reinforced Thread Inlet Check Valves Disc Price Part Number Size Code Each Socket x Socket S1520-1000 11 0041 22.56 S1520 -12C0 1-114 0041 25.22 S1520 -15C0 1-112 0041 28.36 CPVC Special Reinforced Thread Inlet Check Valves General Installation Information: Socket end connections should be installed using Spears@ FS -5 One -Step Cement for use with Spears@ CPVC Fire Sprinkler Products. Threaded connections should be made using Spears@ BLUE 75 T Thread Sealant tested for compatibility with CPVC materials. Swing check valves are designed for horizontal installations, but may be installed in up -flow only vertical position. Check valves MUST be installed with the valve's FLOW arrow pointing in the direction of the flow. Do not install valve upside down. NOT FOR USE WITH COMPRESSED AIR OR GAS Page 1 Spears® Manufacturing Company Progressive Products from Spears® Innovation and Technology Disc Price Part Number I Size I Code Each SR Fi t x Socket S1520 tOFSRSCO 11 004 24.44 S1520-12FSRSCO 1-114 0041 28.22 S1520-15FSRSCO 1-112 004 33.47 General Installation Information: Socket end connections should be installed using Spears@ FS -5 One -Step Cement for use with Spears@ CPVC Fire Sprinkler Products. Threaded connections should be made using Spears@ BLUE 75 T Thread Sealant tested for compatibility with CPVC materials. Swing check valves are designed for horizontal installations, but may be installed in up -flow only vertical position. Check valves MUST be installed with the valve's FLOW arrow pointing in the direction of the flow. Do not install valve upside down. NOT FOR USE WITH COMPRESSED AIR OR GAS Page 1 Spears® Manufacturing Company Progressive Products from Spears® Innovation and Technology FlameGuardTM CPVC Drain & Check Valves For NFPA 13D Applications Only Drain Valve: Nominal Size Range Type Material Seats Seals Handle End Connections Check Valve: Nominal Size Range Type Material Seat End Connections Specifications 3/4", 1" 1/4 -Turn Ball Valve, Maintenance -free Sealed Unit CPVC, Orange PTFE/HDPE EPDM Polypropylene, Red Socket x Socket Socket x Socket Nominal Dimension Reference inches t 1/16 Part Number Size A B C D E 6622-007C0 3/4 1-13/16 1-1/2 3-9/16 2 2 6622-OI000 1 2-1/16 1-314 4 1 2-5/16 1 2-5/16 1", 1-1/4", 1-1/2" Swing Check, Maintenance -free Sealed Unit CPVC, Orange EPDM Socket x Socket Socket x Special Reinforced (SR) Female Plastic Thread Socket x Socket Part Number SR Thread x Socket Part Number Nominal Size Dimension Reference (inches,* 1161 C„ GPM) B A Socket SR Thread C D S1520-1000 S1520.10FSRSC0 1 1-11/16 2-5/16 2-15/16 4-9/16 2.5/8 33 S1520-12CO S1520-12FSRSCO 1-1/4 2-1/16 2-15/16 3-5/8 5-1/2 3-3/8 42 S1520-15CO S1520-15FSRSC0 1-1/2 2-7/16 3 3-11/16 5-5/8 3-3/8 89 Made in the U.S.A. NOT FOR USE WITH COMPRESSED AIR OR GAS Progressive Products from Spears® Innovation and Technology Page 2 E)POTTER The Symbol of Protection FOR CPVC PIPE VSR-SG VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD AND GLUE -IN UNION Installation must be perfomed by qualified personnel and in accordance with all national and local codes and ordinances. Shock hazard. Disconnect power source before servicing. Serious injury or death could result. Risk of explosion. Not for use in hazardous locations. Serious injury or death could result. The Model VSR-SG is a vane type waterflow switch for use on wet sprinkler systems using CPVC plastic fittings manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufacturing Co., and IPEX Scepter) that use 1", 1-1/4", 1-1/2" or 2" pipe sizes. It is equipped with a union to accommodate installation in confined spaces. The unit contains two single pole double throw snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 gallons per minute (38 liters per minute) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. Installation (See Fig. I and 2) These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" (15 cm) of a valve, drain or fitting which changes the direction of the waterflow. The unit has a I" male fitting for gluing into a CPVC plastic TEE. Loosen the union nut and separate the I" male fitting from the VSR-SG. Glue the I" male fitting into the TEE following the TEE manufacturer's instructions for preparation and gluing of CPVC piping systems. (Note- The I" male fitting must bottom out on the stop of the TEE for proper operation of the VSR-SG. See Fig. I.) Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SG to the I" male fitting. Select the proper paddle for the pipe size and type of TEE used. See Fig. 3 and Fig. 5 for instructions CUL, UL and CSFM Listed Service Pressure: Up to 175 PSI (12,07 BAR) Flow Sensitivity Range for Signal: 4-10 GPM (15-38 LPM) - UL Maximum Surge: 18 FPS (5,5 m/s) Enclosure: Die-cast, red powdercoat finish No. 1144460: Cover held in place with tamper resistant screws No. 1144461: Tamper: Cover incorporates micro -switch. Cover Tamper: Activated by cover removal Cover Tamper Switch Contacts: One set SPDT, Rated at 250VAC Cover "Pamper Switch Terminations: 8" 22AWG wive leads Contact Ratings: Two sets of SPDT (Form C) 10.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive 10 mAmps min. at 24VDC Conduit Entrances: Two openings provided for 1/2" conduit. Individual switch compartments suitable for dissimilar voltages. Usage: Listed CPVC plastic piping systems manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufacturing Co., NIBCO, and IPEX (Scepter). Fits pipe sizes - I", 1-1/4", 1-1/2" and 2" Environmental Specifications: NEMA 4/IP55 rated enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing Temperature range: 40° F to 120° F (4,5° C to 49° C) - UL Stock Number: 1144460 1144461 wITSK Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Replaceable Components: Retard/Switch Assembly, stock no. 1029030 on how to change paddle. Verify that the o -ring is properly positioned in its groove. Hand tighten the nut on the union after orienting the device in the appropriate direction to detect waterflow as shown in Fig 2. A CAUTI O N Do not over -tighten the union nut, hand tighten only. The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. Note: Do not leave cover off for an extended period of time Inspection And Testing Check the operation of the unit by opening the inspector's test valve at the end of the sprinkler line or the drain and test connection, 1f an inspector's test valve is not provided. I f there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SG is not recommended or advisable. The frequency of the inspection and testing and its associated protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority having jurisdiction (manufacturer recommends quarterly or more frequently). Potter Electric Signal Company, LLC • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MFG #5401205 - REV E PAGE I OF 3 5/08 E)POTTER The Symbol of Protection Fig. MINIMUM CLEARANCE REOUIRED FOR I- MALE FITTING INSTALLATION OR MUST BOTTOM OUT REMOVAL OF DEVICE) r ON STOP NO DUSNINGS. Lr— INSERTS OR DWG 11062-1 ADAPTERS ARE PERMMED Glue the I " male fitting into the TEE following the TEE manufacturer's instructions for preparation and gluing of CPVC piping systems. Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SG to the I" male filling. Fig. 2 FOR CPVC PIPE VSR—SG VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD AND GLUE -IN UNION Retard Adjustment The delay can be adjusted by rotating the retard adjustment knob from 0 to the max setting (60- 90 seconds). The time delay should be set at the minimum required to prevent false alarms. Fig. 3 NOIARTEe " OF 0 OWe. 01053-3 Important: 7 paddles arc furnished with each unit to accommodate the various sizes and manufacturers of TEES. The paddles have raised lettering that show the pipe size and the TEF. manufacturer they are to be used with. The proper paddle must be used The paddle must be properly attached (sec Fig. 3) and the screw that holds the paddle must be securely lightened. Optional Cover Tamper Do pro/ /row mwroJ/Jor mn.frJp REFARD ADIUSTMFM KNOB , A CAUTION . I/mIIe it= 0 -ring is m MOUNr SOARROW ON BASE POINTS o"ll Foo"' moon' IN DIREcrION OF instillingswltrh O WATERFLOW RUNOFTIIETEE Flowing water activates MAY BE 11. 1 IN'. dmminonedImcm,Only. I III%OR 2' I' MALE F"TING ON ALL SI%FS DWG/ 010. Fig. 4 Typical Electrical Connections Cover Tamper Switch Notes: ® O EjWAT-ETU`LOWZONF ORMTIU uc (Shown with cover in place) AL I. The model VSR-SG has two switches, one can be used to operate a central station, proprietary or oBOTACVE Dc remote signaling unit, while the other is used to + operate a local audible or visual annunciator. c N.O. N.c 2. For supervised circuits see "Switch Terminal ( wltT) (RED) (BILK) Connections" drawing and caution note (Fig. 6). ® Q N FIRE PANEL ,...., Fig. 5 Grinnell TEE TEE's manufaclured prior to 5/99 TEE's manufactured after 5/99 DWG. 11062-4 Notice: As of 5/99 Grinnell has changed the design oftheir TEE finings The new finings will require the use of the standard paddle, while you will still be required to use the paddle marked Grinnell on all fittings manufactured prior to this date. Failure to install the correct paddle could cause the device to malfunction or operate Improperly Fig. 6 Switch Terminal Connections Clamping Plate Terminal ARN NG An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire become dislodged from under the terminal. Failure to sever the wire may render the device inoperable risking severe property damage and loss of life A C_AUiTION tjA Waterflow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems Watelflowswitches used for this application may result in unintended discharges caused by surges, trapped air, or short retard times PRINTED IN USA MFG #5401205 -REV E PAGE 2 OF 3 5/08 FOR CPVC PIPE VSR-SCPPOTTERVANETYPEWATERFLOW ALARM The Symbol of Protection SWITCH WITH RETARD AND GLUE -IN UNION Fig. 7 Break out thin section of cover when wiring both switches from one conduit entrance. Testing The frequency of inspection and testing for the Model VSR-SG and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SG is not recommended or advisable. A minimum flow of 10 GPM (38 LPM) is required to activate this device. Maintenance Inspect detectors monthly for leaks. If leaks are found, replace the detector. The VSR-SG waterflow switch should provide years of trouble-free service. The retard and switch assembly are easily field replaceable. In the unlikely event that either component does not perform properly, please order replacement retard switch assembly stock number 1029030. There is no maintenance required, only periodic testing and inspection. Important Notice Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. Removal To prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. Tum off electrical power to the detector, then disconnect wiring. Loosen union nut and separate unit from the glued in fitting. Gently lift the unit far enough to get your fingers under it. With your fingers, roll the vane so it will fit through the fitting while continuing to lift the waterflow detector. Lift detector clear of pipe. PRINTED IN USA MFG. #5401205 - REV E PAGE 3 OF 3 5/08 E)POTTER BELLS The Symbol of Protection PBA -AC & MBA -DC UL, ULC, and FM Approved Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) 40° to 150°F (400 to 66°C) Outdoor use requires weatherproof backbox.) Termination: AC Bells - 4 No. 18 AWG stranded wires DC Bells - Terminal strip Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox Model BBX- I deep weatherproof backbox These vibrating type bells are designed for use as fire; burglar or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" (IOlmm) square electrical box for indoor use or on a model BBK-I weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-I, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: Size inches mm) Voltage Model Number Stock Number Current (Max.) Typical dB at 10 ft. (3m) (2) Minimum dB at 10 ft. (3m) (1) 6(150) 12VDC MBA 126 1750070 12A 85 76 8 (200) 12VDC MBA128 1750080 12A 90 77 10(250) 12VDC MBA1210 1750060 12A 92 78 6 (150) 24VDC MBA246 1750100 06A 87 77 8 (200) 24VDC MBA248 1750110 06A 91 79 10 (250) 24VDC MBA2410 1750090 06A 94 80 6 (150) 24VAC PBA246 1806024 17A 91 78 8 (200) 24VAC PBA248 1808024 17A 94 77 10 (250) 24VAC PBA2410 1810024 17A 94 78 6 (150) 120VAC PBA 1206 1806120 05A 92 83 8 (200) 120VAC PBA 1208 1808120 1 .05A 1 99 1 84 10 (250) 1 120VAC PBA 12010 1810120 1 .05A 1 99 1 86 Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -300 to 150°F (-340 to 660C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company • 2081 Craig Road, St Louis, MO, 63146-4161 • Phone 800-325-3936/Canada 888-882-1833 • wwwpottersignal com PRINTED IN USA MKT. #8850001 - REV V PAGE I OF 2 MFG. #5400776 - 10/06 E)POTTER BELLS The Symbol of Protection PBA -AC & MBA -DC FIG.1 10" 250) J 2 (1 868)) I FIG.3 DIMENSIONS INCHES (mm) BELLS DWG1776.1 FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1/2" CONDUIT ENTRANCE DWG* 776-2 3 3/8" 5- 96) (127) 3 3/8" 86) 4 1/4' 108) WIRING (REAR VIEW) A.C. BELLS WIIITE (IN) WIIITE (OUT) O FROM CONTROL PANEL OR PRECEDING BELL O BLACK IR.l r-'r.UT) CAUTION' WIIEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SIIOWN NO I'ES: I. WHEN USING AC BELLS, TERMINATE EACII EXTRA WIRE SEPAKATELYAFTER LAST BELL. 2. END -OF -LINE RESISTOR IS NOT REQUIRED ON AC BELLS DWG- 776-) INSTALLATION I. The bell shall be installed in accordance with NFPA 13, 72, or local AHJ. The top of the device shall be no less than 90" AFF and not less than 6" below the ceiling. 2. Remove the gong. 3. Connect wiring (see Fig. 3). 4. Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). 5. Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). 6. Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). PRINTED IN USA MKT. 08850001 . REV V PAGE 2 OF 2 MFG. #5400776. 10/06 C60 r0' m- 90loo TYPE 1005P 1005 / 1005S GAUGES Applications include compressors, filter regulators, medical equipment, automotive diagnostic. beverage dispensing, industrial machinery and a variety of other applications ACCURACY ASME 8 40.1 Grade B (:3.2-3% of span) DIAL SIZE 1'W. 2; 211 3%i (for 414r -available with steel caw ring and plastic window. Type 1000, please contact lactory) CASE MATERIAL 1005P - ABS. black 1005 -Black painled steel 1005S - Stainless steel (1'/," b 2- only) Ophonal, colorother Um WA vent hole WETTED MATERIAL Bronze/brass Optional sOckefs, nickel plated. Teflon taped, top or side connections, throttle plugs SENSING ELEMENT Bourdon tube: Ashcroft patented Powerflex' movement CONNECTION A and''/. NPT back and lower. (IIA not available in %. NPT back; 4%r""Type 1000 available in NPT lower only, consult factory) RANGES Vac -6000 psi and compound TYPE 1006AIAL GENERAL SERVICE GAUGE Applications include hydraulic systems, machine tools, pressure washers/sprayers and a variey of other applications ACCURACY ASME 8 40.1 Grade B (a3.2.3% of span) DIAL SIZE 63mm (2' $J.100mm (4) CASE 8 RING MATERIAL 304 stainless steel, dry, liquid filled or lield tillable WETTED MATERIAL Bronzetbrass SENSING ELEMENT Bourdon tube: Ashcroft patented PowerRa' move- ment CONNECTION NPT lower and back Optional, metric and SAE connection RANGES Vac: 15.000 psi and compound iso w e0 m row' 70 to bio • rs too 1 TYPE 10017 PANEL GAUGE Applications include instrument panels, air-conditioning equipment, air and gas compressors, machine tools and a variety of other applications. ACCURACY ASME B 40.1 Grade B (13-2-3% of span) DIAL SIZE 1'h -,2"2%r :3h" CASE MATERIAL Black painted steel WETTED MATERIAL Bronze/brass SENSING ELEMENT Bourdon tube: Ashcroft patented PowerFlo' movement CONNECTION NPT back. %. NPT back RANGES Vac. -6000 psi and compound q •0 100 40 30 1.0 TYPE 3005/3005P HYDRAULIC GAUGE Applications include hydraulic systems, machine tools. pressure washersfsprayers. compressors, irrigalion equiptment and a variety of other applications. ACCURACY ASME B 401 Grade B (t3-2-3% of span) DIAL SIZE 63mm (21/il CASE MATERIAL 3005 - 304 stainless steel, dry, liquid filled or field tillable 3005P - Black ABS dry or glycerine filled WETTED MATERIAL Bronze/brass SENSING ELEMENT Bourdon tube; Ashcroft patented Powerflex' move- ment CONNECTION 3005 -'/. NPT lower and back 3005P - %. NPT lower Optional, metric and SAE connection RANGES Vac -15,000 psi and compound Commercial Gauge Quick Guide All Gauges Are Not Created Equal... Only Ashcrott0 commercial pressure gauges offer the exclusive, patented PowerF/ex" movement The Ashcroft PowerRa' movement provides a high level of reliability and durability. Is Superior shock resistance Is Exceptional vibration resistance Is Excellent pulsation performance Is Outstanding durability lO at Helps ensure safety Reduces manufacturing casts crsi a Helps assure a quality pry Reduces inspection costs In addition, with Ashcroft commercial pressure gauges you get: a Broad product selection 23mm to 4Yi dial sizes Ranges from vacuum to 15,000 psi at Wide variety of case styles and materials at Customized logos, dials and pressure connections available. Ashcroft commercial pressure gauges also provide True Zero' Indication. True Zero" Ashcroft Inc., 250 Fast Main Street Is true indication of zero pressure being Stratford. CT 06614-5145 USA Tel: 203-378-8261 • Fax. 203-385-0408 applied to the gauge. www.ashcroft.com TYPE 1005M, xRG AGRICULTURAL AMMONIA This product was designed to withstand rug- ged agricultural applications Features include stainless tube and socket, in addition to glass window, necessary for anhydrous ammonia applications. ACCURACY ASME B 40.1 Grade B (:3-2-3% of span) DIAL SIZE 2'h" CASE MATERIAL Black painted steel Optional, stainless clad aluminum Type 1005SM) WETTED MATERIAL 316 stainless steeVsteel SENSING ELEMENT Bourdon tube: Ashcroft patented PowerFla' move - merit CONNECTION NPT lower Optional, 0.020"orifice stainless steel throttle plug RANGES 0/60 psi, 0/150 psi. 01400 psi TYPE 1005M, xR5 REFRIGERANT AMMONIA This product was designed to meet the require- ments of refrigerant ammonia applications. Features include enhanced leak integrity plus dual scale (psiAemp) dial necessary for these applications. ACCURACY ASME B 401 Grade 8 (a3-2-311. of span) DIAL SIZE 2W3/i CASE MATERIAL Black painted steel Optional, ABS (Type IOOSPM).* stainless tied alumi- num (Type 1005SM) WETTED MATERIAL 316 stainless steeVsteel SENSING ELEMENT Bourdon tube; Ashcroft patented PowerFW move- ment CONNECTION NPT lower RANGES 30 in Hg Var/0/150 psi, 30 in Hg Vacffl= psi with equivalent ammonia temperature scales All ranges listed may not be available in all sizes/connections. Please consult individual spec sheets. BULLETIN CGOG-1 Commercial Gauge Quick Guide iro' 01• ua'' TYPE 1005. XUL SPRINKLER SERVICE GAUGE These gauges are UL -393 listed, UL of Canada listed and FM approved for fire protection sprinkler service for either water or air systems ACCURACY ASME B 40.1 Grade B (:3.2.31/6 of span) DIAL SIZE 3Yr CASE MATERIAL ABStpolycarbonate blend WETTED MATERIAL Bronze/brass SENSING ELEMENT Bourdon tube: Ashcroft patented PowerFW move- ment CONNECTION NPT lower RANGES 0.300 psi (water), 0-80 psi retard to 250 psi (air) Loots FOR MSI AGENCY MARKS ON OUR PRODUGIS FM 4QLISTED Lwpo too, a IMS euavn TYPE 4ODDGSDDDG DIRECT DRIVE GAUGE Typical applications include filter regulator lubricators, portable compressors, air tanks. Industrial machinery and a variety of other applications Excellent shock resistance ACCURACY ASME B 40.1 Grade B (13-2-3% of span) DIAL SIZE 40mm (1 Yij or 50mm (21 CASE MATERIAL ABS polliarborlate blend, black WETTED MATERIAL Beryllium copper cod, silicone dampened Integral ABS poyarbonate blend socket Optional, Yee NPT or'/.NPT brass. throttle plug SENSING ELEMENT Spiral wound Bourdon lube CONNECTION 40mm -'/# NPT back 50mm -'% NPT or'/. NPT back RANGES 0.60 psi (180' arc): 0.100 psi. 0.160 psi, 0.200 psi. D-300 psi. 0-400 psi (23S arc) For optimum gauge lite, select a gauge with a full sale pressure range of approximately twice the maximum excursion pressure Consult factory for high cycle Ade applications TYPE 1007P, XOR REFRIGERATION MANIFOLD Typical applications include checking or servic- ing refrigerant levels in automotive, residential or Industrial air-conditioning units; refrigerant recovery and reclamation units; refrigerant transport systems and large scale air- conditioning and chilling equipment. ACCURACY xl% at zero, x2%three fourths of scale. x5% last fourth of scale DIAL SIZE 2% - CASE MATERIAL ABS. red (high pressure) ABS, blue (low pressure) Optional, black. ABS WETTED MATERIAL Bronze/brass SENSING ELEMENT Bourdon tube. Ashcroft patented PowerFla.E" move- ment with Flutter Guard'" CONNECTION K NPT lower RANGES Vac W120 psi retard to 250 psi, 0/500 psi VacGWO psi mlard to 800 psi, NOD psi Optional, aft—torehperanf ranges Note: for panel mount refrigeration gauges (recov- ery, recycling) see Type 1001 T options 0 1 r TYPE 23DDG MINIGAUGE'" PRESSURE GAUGE These gauges are perfect for a multitude of applications where a 1 % Conventional size gauge is loo large, such as mini-FRUs. pneumatic stack valves and air compressors ACCURACY 676 of span DIAL SIZE 23mm (0.906') CASE MATERIAL ABS blend, black WETTED MATERIAL Beryllium copper tube/brass socket SENSING ELEMENT Spiral wound Bourdon tube CONNECTION K NPT back with 15mm ('/I l wrench flats. Optional, throttle plugs. PT i8"(JIS) and R 118" BSPT) threads RANGES 60 psi -100 psi (1801 dial arc) 160 psi -300 psi (235' dial are) w S30 ro _ to. Ip 7 TYPE 2071CONTRACTOR GAUGE These gauges are designed to meet the needs of healing, ventilating, plumbing and air- conditioning contractors. ACCURACY ASME B 40.1 Grade A (12.1-21/6 of span) DIAL SIZE 4 h" CASE & RING MATERIAL Aluminum with back-Ilange case, painted black; chrome plated ring WETTED MATERIAL Bronze/brass soldered, siphon required lot steam service SENSING ELEMENT Bourdon tube; Ashcroft patented PowerF/ae move- ment CONNECTION Y. NPT lower Optional, throttle plugs RANGES Vac -600 psi and compound pricy 1000W3000 I© uA[Npoi. ruCRa*• TYPE 12DDG/15ODG DIRECT DRIVE GAUGE Applications include pumps. air compresors, portable lire Inflators, portable oxygen equip mens, self-contained breathing apparatus, portable industrial gas cylinders and a variety of other applications ACCURACY Standard: *2% at setpoint (selpoird is normally 501/. of range) UL fisted. x3.5% of span of middle three-fifths of scale DIAL SIZE 1'/.".1 yl- CASE iCASEMATERIAL Stainless steel sealed WETTED MATERIAL Beryllium copper tubetbrass socket SENSING ELEMENT Spiral wound Bourdon tube Optional, silicone dampened tube, silicone - filled tube CONNECTION a NPT back, safety plug in 1500 psi -4000 psi ranges. Optional, % NPT back throttle plugs RANGES 0/60 psi. 0/100 psi. 0/160 psi. 0200 psi. 0/300 psi. 0/700 psi. 0/1.200 psi. 0/1.500 psi 0/2.000 psi. 0/3.000 psi. 0/4,000 psi NASHCROFT' eW pool optimal TYPE Of 005PS GENERAL DIGITAL GAUGE This product is an excellent choice for a wide variety of pressure measurement applications. When compared to mechanical gauges the Of 005PS offers overall enhanced value. ACCURACY x05%of span CASE SIZE 2K" CASE MATERIAL Noryl' WETTED MATERIALS 17-4 PH stainless steel sensor: 316 stainless steel socket SOCKET SIZE %NPT CONNECTION Lower (6 o'clock), 3.9 and 12 o'clock RANGES Vac. thru 19.999, including compound POWER SOURCE Two AAA alkaline batteries BATTERY LIFE 1000 hrs. OPERATING TEMPERATURE 14/1401F (-10/60'C) STORAGE TEMPERATURE -4/158•F(-20(70'C) AGENCY APPROVALS CE, EN 61326 (1998) CE, EN 61326 Annex A (heavy Industrial) LOOK FOR THIS AGENCY MARKONOURRRODULIS CE L TYPE MFX FIRE EXTINGUISHER GAUGE These products are designed for use on portable fire extinguishers and systems. ACCURACY Conforms to applicable UL specs' DIAL SIZE I%-, I K" CASE MATERIAL Stainless steel. sealed WETTED MATERIAL Beryllium copper/brass SENSING ELEMENT Spiral wound Bourdon tube Ophonal, silicone -filled tube Spiral tube, beryllium copper CONNECTION K NPT back Optional, special socket configurations RANGES Maximum sale pressure Irom 200 psi to 1200 psi UL 299 UL 626 UL 1058 UL 1093 All ranges listed may not be available in all sizestconnections. Please consult individual spec sheets. MMe007 SPECOCAT ON SMBMTTAL SHEET FEATURES Sizes: O 2" APPLICATION Designed for installation on potable water lines to protect against both backsiphonage and backpressure of polluted water into the potable water supply. A tethered test cock cap is provided to protect against fouling caused by insects, dirt and debris. Assembly shall provide protection where a potential non -health hazard exists. STANDARDS COMPLIANCE UL® Classified (horizontal & vertical) Maximum working water pressure 175 PSI C -UL® Classified (horizontal & vertical) Maximum working water temperature 180°F ASSE listed 1048 (horizontal & vertical) Hydrostatic test pressure 350 PSI 0 Approved by the Foundation for Cross Connection End connections (Threaded) ANSI B1.20.1 Control and Hydraulic Research at the University of Southern California (horizontal & vertical) OPTIONS Suffixes can be combined) D with OS & Y gate valves (standard) MATERIALS WEIGHT O LM - less water meter Main valve body Cast Bronze ASTM B 584 O with gal meter (standard) Access covers Cast Bronze ASTM B 584 O CFM - with cu ft meter Fasteners Stainless Steel, 300 Series E Elastomers Silicone (FDA approved) ACCESSORIES Buna Nitrile (FDA approved) O Repair kit (rubber only) Polymers NoryIT1°, NSF Listed O OS & Y Gate valve tamper switch (OSY-40) Springs Stainless steel, 300 series O Test Cock Lock (Model TCL24) Test cock cover Plastic O QT -SET quick test fitting set 8 203 15 387 DIMENSIONS & WEIGHTS (do not include pkg.) MODEL DIMENSIONS approximate) WEIGHTDDSIZEABCE OS&Y OS&Y CLOSED in. mm in. mm 1 in. mm in. mm11 in. mm1 in. mm1 in. mm lbs. kg112150253/4 654 8 1 203 8 203 15 387 13 330 1 1 3/4 44 85 38.5 Page 1 of 2 WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805-238-7100 Fax:805-238-5766 In Canada: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 11_2 Phone:905-405-8272 Fax:905-405-1292 Product Support Help Line: 877 -BACKFLOW (877-222-5356) • Website: http:llwww.zurn.com 0.0 20 r 3.2 50 FLOW CHARACTERISTICS MODEL 950XLTDA 2" (STANDARD & METRIC) FLOW RATE (1/s) 6.3 100 9.5 150 FLOW RATE (GPM) O Rated Flow (Established by approval agencies) TYPICAL INSTALLATION Local codes shall govern installation requirements. To be installed in accordance with the manufacturer's instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. 12.6 200 15.8 250 138 103 N OJ 69 uj 34 w Wa OUTDOOR INSTALLATION SPECIFICATIONS The Double Check Detector Backflow Prevention Assembly shall be ASSE Listed 1048, and supplied with full port gate valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring and all internal polymers shall be NSF® Listed NorylTm and the seat disc elastomers shall be SILICONE. The first and second check shall be located at a 45° angle and accessible for maintenance from the top of the device, without removing the device from the line. Each check shall have separate access covers and test cocks shall be accessible from the top of the device. Test cocks shall be protected from debris by a tethered cap. The Double Check Detector Backflow Prevention Assembly shall be a WILKINS Model 950XLTDA. WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805-238-7100 Fax:805-238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 11-2 Phone:905-405-8272 Fax:905-405-1292 Product Support Help Line: 877 -BACKFLOW (877.222-5356) - Website: http://www.zurn.com Page 1 of 2