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1428 Mara Ct 11-913; WINDOWSPERMIT ADDRESS CONTRACTOR PHONE NUMBER PHONE NUMBER 4AS SUBDIVISION I, ELECTRICAL CONTRACTOR MECHANICAL CONTRALTO MISCELLANEOUS CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE PERMIT # DATE PERMIT VALUATION SQUARE FOOTAGE I t7i N4 CORINTHIAN BUILDERS. INC. Mailing Address Physical Address IfP.O. Box 950850 2175 MARQUETTE AVENUE LAKE MARY, FL 32795-0850 SANFORD, FL 32773 Phone (407) 403-5658 I ............ ................... ....................................... CGC 058246 Fax (407) 322-8641 SCOPE OF WORK Date: March 7, 2011 Revised Address:1428 Mara Ct. Sanford, Fl 32771 1. Re -roof 2. Plumbing re -pipe 3. Remove and replace tub and shower pan. 4. Remove and replace kitchen cabinets. 5. Remove and replace A/C. w6. Replace front door. 7. Replace tile in both shower and tub area. 8. Upgrade smoke detectors and GFCl's. 9. Remove and replace toilets. 10. Remove and replace windows. 11. Upgrade attic insulation to R30. 0 - 9 15 Florida Building, ode Online n Page I of 3 8CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Mal) Links Search Product Approval USER: Public Use, Ls_ I Application Detail Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Adcltess/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL10599 New 2007 Approved Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 siasperson@tttechnologies.us Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Harccopy Received Wendell W, Haney PE-54158 National Accreditation and Management Institute 12/31/2011 L,F. Schmidt, P.E. Validation Checklist - Hardcopy Received EL10599 RO_Q01 QERT OF INDEPEJNEWC d[ Standard Accepted Engineering Practice TAS 201, 202, 203 Year 2007 1994 http://www.floridabuilding.org/pr/pi--app_dtl.aspx'?param=wGEVXQwtDqtfYBJ2`/`2fN47l.,, 3/19/2010 TH E RMA TRU ugh TRU DOORS 1 1 r, JWDLISTRJAr. DR.. EDGERTON, OH 43SI7 TEL. (4 1 9)298-1 740 PREMIUM"& CONSTRUCTION" SERIES STEEL DOOR INSWING / OUTSWING IMPAcr GENE_P,6LIIIOTES 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code fFBC) structural requirements including the "High Velocity Hurricane Zone'(FIVHZ). 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. When used in ine "HVHZ" this product complies wilt) section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ"requifing wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "Yand includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud fromina construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drowing require, further engineering analysis by a licensed engineer or registered architect, 7. 1Cutswing configurations using coastal oulsvving item 431 meet water infiltration requirements for 1-jVHT1 2. Inswing configurations and outsvin(:l configurations when using item #18 and item #33 do not meet the water infiltration requirements for the "HWIT'. In3,Aiing units shall be installed only in non-hobtable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 decrees." 37.75"MAX. FRAME WIDTH 36.00'MAX. PANEL WIDTH 111MIUM"a"Cowkucuq-w' SERIES D0QR—S- SWING OVIFRAU FRAME DIMENSION DESiC N PRESSURE fPSF) POSITIVE NEGATIVE INSWING OUTSWING L— 37.75" x 82.W 37.75" x 80.62" 47.0 50.0 LL 53.0 RY0 I DATC 41; 7/108; AL s f EXTERIOR P y j 2 p I i gzm= x5-2INTERIORxaa m a U36 u o 3b,;q" MAX.. 38 DOOR -j PanfL iDTH HORIZON7AiCROSS SECTION w z i . 66' ----1 a o C) t_ . 635" d o 0 wC) a t? TOP RAIL L' o so BOTTOMRAiit Rnger j.rnied 5 woo~ comaoute 9 pon e wpne EXTERIOR INTERIOR a a4 j I - i Locx Btocx ii 0 } PREMIUM SERIES DOOR PANEL 38 t'nd r3l8" f 1 66" t Da- 4117108 i ScxEl N. T. S. 4 WOOD HINGE SIDE STILE 3 WOOD LATCH SIDE STILE ;- BY AL 2 /( VERTICAL CROSS SECTION , WyH Q FL— t 0599, i SIB 2 or E j A "CONSTRUCTION SERIES' EXTERIOR A o oms z 7 4 u T2 INTERIOR m a a 38 UIDTMAX DOOR o° Pf-.NEL'VJlD7H 1 HORIZONTAL CROSS SECTION z 3 a o -+ q I `z ct is 1.66 EXTERIOR INTERIOR a v m 1TOP RAIL 8O7TOM RAHL R,nger Jofitedd 5 vraoi Gom,,us!!e rkporrJero>a G n wm Z z I o 0 D > Sfl C0NSTRDQ0N HILLS DOOR PANELul i 6T --tl i. — - 1 A I G 4 WOOD HINGF 10111111 %,'.WOOD LATCH 11Dl STAB 7 OS ott.: scuc: J.S. T.S. n1,0599,1 2 ' VERTICAL CROSS SECTION 22) 44 v, C) C 7 7 D) 114 MIN 8 Fyf L i_HORIZONTAL CROSS SECTION INTERIOR 5-0) 7— zj R 7 EXTERIOR 00 z C2O) 'C—) A E jj1114" MIN EPAB fm,) 3 HORIZQ NTAL CROSS SECTION 4 Shown w/ I X sub Duck col"clele screrw', !of wood scre,, pe, aOR Section 17 34.542 of the; BC INTERIOR 10R EXTERIOR o 15, 1 S'NK jTYP ) 2 HORIZONTAL CROSS SECTION - 4 // ns-pg 10 z QWC C) (n gi z0 Ui 0 10 Cu Z DAM 4117108 SC N T. S. DWGay. AL a CE BY.. WWN l,' J" MIN DruV0. FL— 10599 i T 4 OF Mt 4 FROFROm, N.N. fr DNA w 2 l2 >IfN. FPOM, i2'MIN P&MMASONRY E) GE MASONRY EDGE z_ 7YP. J - . YY.} i o o z z t o m c J _E 4 C a n t i J __. - • Q 0 0 P4M6601 z08 i iiJ' EXTERIOR INTERIOR 8 o G , EXTERIOR EXTEPiOR INTERIORij INTERIOR b0 / g- 1 VER71CAiCROSSSECTIONz $ 2 VERTICAL CROSS SECTION 5 inswincori n ' 40 Shownw/iy, seb-bucksubstituting , x I F 1 concrete screws for wood screws per j,,"_/ S_ ctior, 1714,542 of the RC INTERIOR EXTER OR P ¢ -xi,- . icri d0 2 t / 2 MIN. FROM r ( 2 r2"NIN fR?J EXTERIOR INTERIOR { tj MASONRY EDGE - ,—MA,SOb Y LOGE j ---- 31 z rn 60 733/ v VERTICAL CROSS SECTIONco to) E qfl fs vF g co.7tavro - _ JJ i / See generol no, 9. Sheet i S / - i E fa `HVHP w 0ter ,nf if ofin otqrequirements — en 4 O 2-112? VIN 2 3 - -s;N. F R 0 m 3 AS t . EDGE . l--- MASONRY'DG€ __. 2- 1 Fp0 A - 2 3 t2` mu ,. PROM, YP.i -- — MASONRY EDGE - 3+— MASO?'R.Y EDGE.n 4 17f48 FYP.} SCALE A; 7 S. 3 VERTICAL CROSS SECTION5VERTICALCROSSSECTIONJn '7 comf ' :Tn owc. By At_ e see genefo nnte R. Sheet t ,5 O is.rn9ra: o JT, sh=e? ic+c.. er: WtKN 3 re :rem j em wo „- saidtra0rp; i n or',=g",'Vyj wpte` inf ,rlt,on rw,Mm+c Mn.: ' gJen±s reaairements cFL-1tJ599.? r 7:77 5 z0 2 (D0 TYP. HEAD JAMBS SEE NOTE I l`,A,AS0NPY OPENINGDETAIL SEE HINGE_, I MASONRY OPENING 0 FRAME in z 2X BUCK - SEE HINGE - 2X BUCK DETAIL 2 SEE NOTE 2 BUCK ANCHOPINQ HINGE JAMB FRAME ANCHORING Masonry 2X buck construction NOTES: I , 11-4 Eicc Concrete screws anchoring 2x buck require a minimum I " clearance to masonry edges, a V 114" n3inimun) embedment and a miri,mun, 4' clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edgege cf?sfonce and center distance requirements. Concrete screw locations at the corners may be adjusted to maintain the minimum edge distonce to mortarjorr-Its. If Concrete screw locations noted as "MIAX, ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additiono! Concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 1/4"' ITIA1 concrete screws anchoring frame and/or sift require a minimum 2-112" clearance to masonry edges, a 1 114" minimum embedment and a.minimum 3"clearonce to adjacent concrete screws Substitution ofequal concrete screws from a different supplier may have different edge distance and center dishoncerecivirements. Concrete screw locations at the corners may be adjusted to moon aln the m,nmum edges d slonce to mortarjoints, 1, Concrete screw locotrons noted as MAX ON CENTER must be adjusted to mointon the minimum edge distonce romodof joints. additional Concrete screws may be requited to ensure the moximum on center drnemici i is not exceeded. HINGE DETAIL I 6' STRIKE JAMB c) Qo LATCH& DEADBOLTDETAIL 0 0 HINGE DETAIL, 2 4117108 LF. N. T.S. Eir; AL or: WWH WING W. FL— 10599, 1 L'T 6 OF SEE HjNGE DETAIL I SEE HINGE DEW L 2 Nolt's HINGE JAMB z MASONRY OPENING FRAME X BUCK 6" FRAME ANCHORING Masonry I X buck construction I /A ff',','conc—te screws anchoring frome and/or sill require a minimum 2-112' clearonce to masonry edges, a V 114" minimun, embedment and o minimum 3" clearonce to adjacent concrete screws Suhstit, tional equal concrete screws from different -Supplier rnc"; different edge J;0arice and cerrl& di5lo!ice requirements. Concrete screw locations of the corners may be od)vsted to moinioin Pae rn,nimuom edge dotonce to inoilor joints. It Concrete screw locations noted m "MAY ON CENTER must be adjuVed to Mlc'nirv! 1 llw minimur, Pdy? distance to mortar joints, oddifjonolConcrete screws moy be mquirecto erasure Pie mcxim;rn or, cenler J'menu"')n es f'oi '?xk-eed&d' y 3116,' JW C,o; ar,(J,oiing fi-ome and/or sill require minknum 2 518 cleorrince to masonry edges, c 114 ' minimum bed-e', and 0 rninmuni 2 ? 14cle ro,ice tocqocent concfcte',cre-s unress -Wierwf5e noted by concrete screw mcnu!octurer. 0 STRIKE JAMB SEE NOTE I I 0 0SEE NOTE LATCH & DEADBOIT DETAIL HINGE DETAIL I HINGE DETAIL 2 4/ 17/08 LE. N.T.S. RY: AL sr: WWH vwc — W— F— 10599,1 7 -- 7 0' 8- Blii OF MATERIALS Q z o m 0 1- ( t o omz a o r o a ff m a a m D u E 37 OUTSWlNG 1$ j-OUTSW3NG o az o w 4553"-..-------€ aA mo 0 2 359' ----i 1 ra 1920, 3 SIDf INSWING orr b i33ireshold m a o u c L- Min 0 32 i SWEEP N oz GATE: 4117108 sc' N.F. S Em" sx: AL crx. sr: WwH Fz— i 0599.1 s't£- } x t3 ITEM DESCRIPTION MATERIAL BUCK ' > D,55 wflrJ' E 2X Stagy S SC > .SS— ---... - N,+D J MAX. !14 }4iN )PACE_ WOOD D 11d' X ?- 14 PLC{ ELC4 CC3NC.RETE SC;RE' TEE. — E MASONRY 3,192 PSI M!N CONCRfT[ CONPJRM!NG TO ACI CONCRETE 3tJl_OR Hi7Lt(JtY BLOCK CCiNFC}RMING TO F STM C40 F 1I4" X, }-31d" PFN 1T'P/ CONCRETE St REw STEEL G 3l16"3i(4'PfHlTCflNCREESCP,Ew -- — jTEE'L -- H ii'P! C.C?NCRrTE Si.6'Evr' STEEL 1 d" Y, 2 td °FH 'w CONCRETE SC2_EVd STEEL J ild" X 3-3/A" PP,i i?W CONCRETE SCkEw STEEL C 8 b; 2 i t? P H WOOD SCREW STEEL L 10 x 2-} i2" PEH w(7pD SCREW STEEi_ 1 DOOR SK'N PREMIUM STEEL S4P1E5 2dGA. {.Pi2T MIN., Fy d8,471 STEEL lA D04R SKIN CONSTRJCT90iv STEEL SERIES 25.r,A. (OiB Mlf i., Fy [7.83J PSI MIN. STEEL 2 CPRrL wflJD i 3 EliTCN Si#LE WOOD HINGE aTStF —_ wooD _ 5 BOTTOM FfiiL BASF, CC}P•hF, 5 C>L'_URCT4AN[ FOAM, i oits. DENSITY) FrJAt,T 7 ED'tiM PEACH COMPRESSION w ATHER STR'F (THERMA-TRllj FOAM S LONG PEACH COMPRESSION WEATHER-STRIP THERMA-TP,U} FOAM 4 d" X d' HINGE .047 THK TNFP+A iP;} STt`EL 10 IQ X 3 4 PFH_wOQu SC.REt-Y NiPi E sfl FRAME) 11 PASSAGE LOCK Ks"J K T MODS' 2,}JT GRADE 2 Si - TNRF.S E D O TSth(NG (TNEPt.A E€'L',} s3 General NoResistant Aluminum Window and Patio S lid I n9-91qss Door Installation Details These notes are provided to ensure proper installation of Florida Extruders Milestone Impact Resistant Aluminum Fenestration Products and must be followed fully. This General Notes drawing shall be used in tandem with the product specific installation drawing. i FIANCE FRAME WINOOWS fil-, aT roq,ured at ach s aiE tro f,,e,- etl kI.6 tioaring shitit, rhe oiavoitvii Milotab it shire ea(k to he I IN FAAJME llflctiows - oll" l . fo,t-e, 'ilt, laal P—,N hill The ---1 a&ihat, 't, h- to.,-, to L,, 1/4', Apply a breId if uis vn 116 1, oAk 1, , M- -1-0 esoi a,' the, fast—, kXah— I— hl—tlr the h- to I' ll"o the sh'", I'll fee shtlh`.hC el"It/to TlIw!tos ffarto, bewlq V---Icert th" shim, 1,` a' d -frameh,1— se ,re oourrd, c. h5l' aill SLIDING GLASS DOORS St— ,, eq—orl at each l,,ol0zhw, ta,,erl, th k,.d L—-9 i- The -- oi aItow.Wv 'h- st"I'k to bc. I; tear; lwa—q 'hl, at ,I otuttt to pre'su' o t,eavd :rood of plasu, ",'I ol,iq be ciftlik'N o, set m ""! 2} V.— ALING Gcrli-Eef FENESTRATION PltO(1,LKT ANDSUSS-rrtA,TE & SCO SEAM SEAL '-%T (S" SA.t, leolo a GENERAL - SEALANT n,PEE (rot ril,rk,aWe ,ell a specific blaiid or tyro is vNetrred) i. S- 1414 t W h.0 he Cl race ., it,. reC4mrocnd> ttk 35 it to at airto be -A--tal ,000Jfl_ iinll tot, lided use. I, WINDOWS RANCA1, FRAME ildl— 5. w,,l - flFQt IRED l T- c, d. a et so. 1 M o, - -_, eg,. t,vt,,, e —il"s mount r; -d 0--cost '(—eto l,ir, other s# A ol—l; ('01 ic"gth of 0 moopt, 2 Arrqxatfluctar , t alklest- ,e2E-t -i c—ply rnfh nt sea'', S-larlt A.FCOI, 4tIFN-'[)PI.),—[Y,scfar} I Use i "i'do. r."" at head d 2 =x;."t fie, pwr"seal — Ul,c a.tali" "(ft—ge lf r. nod to s(.' I heads of —nalittloo fa5,t. —, F-IN FRAM( or T. U- aant f- p— oler seat —ol of flange v,,,.d— fin -d to of ll,iel, a rfalleV, Gilorh- SLTDTXG GLASS Doors All"lle slai NOT rlFQllloh0 REo" IRF0 orl d lK waledAh, I, small prt — -ant. l.Soott"t ' '" - qKt4ME%ClF6 f- 1, Lh h12NIl", doot N-9, at head & j.rlrs a reh,od hook strip.7 1 0tw.11ir apf'k, "I" sill o'e, 01 ., I'M of ",- of Net Seat 1—a r-- of la ,,e, _J cic,-Ilie r111 n1 le,kll E1- to 111t.tilq far der IM arn-d 1,ead art, -IoIfiho, 3 0- —0 a —le c,'t- w, cf ll— , are, lweeo "to,,k St- i, TEtIiALS 3 IV 00',C 411- it f1111 moeolVI t, Ai,ot-ol Afry 600 Tf, o, 6005 Ts. 1, C.ocm, Sc,"I eh El et , m q C l Neil, 7 I d SC, M re't trl, w—,A, 4 %lot,- II, d -.1rpnq t'e, st,"tP et f 5 io f 'r W-1 iw—, shotf ie,,, the gale,f Nelo Nlt 'i"d li—tI, V, f-t—, stazl —f tte co C—,ol, hko'k le . 1t, (Csll:} IllIff th- - oe,ollooth, of ASTM C10 1111X'SNIP, 11—f the El"'Id-IfId, 25ry0 a} h!K7CShG: I AVIlhel to -H alb bticLl le thilit 1 I2' 'fliekh— Not ml,Ildedto tritit to nominal ove, try —M Lwk e,iy, U, Ole by ,pod Nlkoef stell be sec elf t, th, ,:h,;t,ato Emascn. q, cont-retc of A —1J t1i"I rmg fral,ilv ti ^9 ("h—, letabl Ito rhlt aplai"ahl". hllt prod.., 'Poo,f, drx"s Pe,4C,I0e "'Ste' ll- fel, it, they sball t>- folo"ved. 1. If h1c 01 —A SOe-Cl. -Aotlahoil dl—wq o()e5 it hi 4to, f lfg I of — , olty In sufftrient vosition of the b.,lfogd-rlg — xIli or or rere may s,— lty Orlo lay —,of t— ki.9 to ohlltrtrhe to folMetat, to -isdow installtitio" b Two Ity (?,Y) *oVd thIckrit; orframing; r. Appils to ail sfowt—1 V er( t ck, fla—it }t the heart, I—b or s'Il al to and gieat e, that, 1 1 rh*kooss h. TIVy shall be soc,cfy faeoisod to to"Ifer the lead to the fra,00l-y, o—ullto or of— slurt, rIl slfbqratM per )031 FR('Seflon 1707.4C, 2004 F0C-8urhho'4, Scot ol, 1717 'i 4 -1 111111 FPC-Rllld-hal, Sectfan R61 3.6 aodla, trio- eos;neer of " tall oppkabtc 1) Sen—'al Fast flit; 1152aeatio," 5) All .- taltalor, fasten. —Q be made of Col Vo —wl— t .,A-als 0, h.1, 1, rest- t 'cae'g app'll, SeAett, fto ---It aodi, framlog rosIte.1, %ieheo otsto— ale leed 11, wes--Po,—,,ah- hreated otic, the ,,.it sorWle, slitalf l Lens S eu or rercxnmendrtion of faStelers —Mobil with -I-, Pfr—l—ple—eive troah—il process used. 6) All ri-,id st,o0wo! hgVs o ire frame (if oej-,, wd it be a, of as 5f,12' fee r. sP, rot o, totoirtq C—. it f t6, 11 1.11alet" I. a4 < IC r,xotl e, t,,rp ,g s,-re— and 3716, diallete, co, "Itte 7) Cori ,t, Ser-5 (FV, attad-,t to le sljb, a Shall Ix, head -Vs, errll lis, , t,d It, Shall have a rnie;roi- ,otliraf ( 3;f6" un css 0th,,. jS,, ehd, c. Sh'M hav , -l—lio centred —l-Tt of I t" - to, the roo—te, —seig( " ""fet, i or lascoy -'I (Clot), —" Potf t - of ",tes, othc—sc noted dSNP, ha,'l an 3RlY1-obR- 1,'tiIi,09 Mritd lit ',,lVo- 3S tloted - the "I"ads List' V, Uz p—Juct 5P-4. itlt.ut— I e"co'so Is d'h"d itthe UI—Afo ''oat ll— Viood by tostt dMd"i by 4 IT ed 'd P h hMfiY I- —tifast"ler IL If d" atAxr dwo 4wil, load I- tvds th, rupr', re-tred l—tier of fast"," Skle— an th, -tailaf0r, ch-o,,q, CA SNOT be dotlrearesd if 9l aloe aL.e sh a folac is tcls tf-, Ih, ite allYsis otell;:N th, 11M,71si M-11 all. --cfilbl, to -,ho Aoth,-,rly l-- i- wd,cr- (AHIIM C FF c Cloe"Ict, ... e, so,+.5 = 01 scff—lt lllfh w thaE the cr',b-—t "to ow w-,g scAat -A F flirint- Edqv D't— W —,t, 1,afi ra 2 V, 'dge of th" DISCLAIMER The purpose of this installation drawing is to present the manufacturer's recommendations for anchorage [i.e., concrete screws, wood screws, tapping screws and structural adhesive sealant] to achieve the design pressure specified or, the fenestration product as required by the 2001 Florida Building Code (FBC), Section 1707.4. 4. 2004 FBC-Building, Section 1714.5.4 and the 2004 FBC- Residential, Section R613.6. Recommendations regarding flashing, sealing, sealants or other joint sealant practices does not constitute a warranty either expressed or implied. NOTE ON PE SEALING Original drawings with two sheets (pages) are reproduced on one sheet front and back. When reproduced this way, they are sealed on the first ( front) sheet only. In response to Robert Ameruso' s inquiry to the Florida Board of Professional Engineers, the FBPE at their meeting on June 20, 2002 responded that in such circumstances, it is acceptable for the sealing PE to only sign, date and seat the front sheet of the drawing when printed on the front and back. This was documented by letter to Robert Amoruso dated July 31, 2002 from the Office of the Attorney General, State of Florida. X to c P M 0 U. Date: 1/9/07 Scater PITS Drawn By: RJA Checked By: Ill Robert J. Arnoruso, P. E. FL Ucierlsc No. 49752 N U ts 5Z 4,6 Drawing No. FLEX20300 Sheet I of 2 General Notes Drawing for Milestone Series 1000, 2000 and 3000 Impact Resistant Aluminum Window and Patio Sliding Glass Door Installation Det- ails 8i ftrsiJ Scre,,s and TappiN (.W-C, Metal) Gcrc-5 (stir installation of dv m door frarn., fn 11Ksd ouch or -or, f--bo s,re;h.reI a, Wood Screws & Tanpbtq Screw sh,6 be -Fiar, head whey. used wrath flange Name Od"" - b Wood Sueeo; ,, Tapping Sc'ew shall be 'Pan' head ,h- itl, er, train, ,rej,,,, Wood SCIell, chalk ratiet ANSI St8.6.1 dimensvnat 'reln,,enents il, Tapping Scrins, sha?l bieell ANSI 613,6.4 dimemoral e. Diameter and embefteril: mall be as indicated on the inSta;ldrio, drawing. p if wood lends to split, pre -bore hc4I, as toffo- firiah .. I Design Sccl.p-,"'Oe (I, Wcod Construction). i. No. 9 'Yood, sOnhY - It$' eian'ete' oqpt fros'. No. 10 wood screw 9 ' h"d ' rl,tipicte, plat hole. 9 Wood Spews& Tanning Screw shall he Of sufficient ("rith se, that the m4lielum, erepedrhent into the receiving substrate (rboibor tt,'x, P-r) is re"t, h Wood Screws & Tapping Screw shag not be used for fast,,, eh,rq aih, tl, e'ra cra ke If vxOdd, i. Wood Screw & Tapping Screw allo,a;4b4o lateral and vatbdrawal foeds used to generate fastening requtren=enis are based On a s;x-,15C 91ality ofa.4,' for spruce-pine-Gr (SwF} hess othc.Yise noted, j. Wood Scre"'s wribsti, inserts (Slie'eq Glass Door Sis L,eitallanox, ONLY) i, Factory arot-_d inq astran fast notes ,, the sill hot used f,r, ch, a Cet e installatson shall, be anchored with pfasahcahcher . and ir I o scme, of stiff"Crent length to pre "de min. I in lin drne,,t into the cmceie or ma,,,". Anthers ShZel he of a twine slMila, to those deprit,,rd Isla. rtr alhraf)fe 51,ea, Gad$ qO75"CIthZin or equal to 297 lbs vinreate and 74 !ps orktaq Ft"ted mastic Ancfor Plasi.-ic Pl!,Irl, 9) Net used. Q Design ert--sure jZauogsa,,F6C Code compli&,ha, 10) The buy, shalt Order winders and ratio doors thatcellrneof the sperfir requirements baste on the budder info"'ato", "I'lestche Pludhct StisCtficatioes, Tire Florida 6v4drxq Cobs, and the codes M Code eneborte,its administered by focal ten ilding dera n`te'bts. To assire comll, Ia"ce Mth the busidnq code, the buyer must knov, the st"w1val rCq.'*,bO',tS ""th regards to pesitle a-- neq.tie de"g, Messu'es' ..to, and egress, by Florida Extrudes far 'S Mil-StOre brand reee_sfrah, lhdfuctS 11,1,,CfeS reports a"d installation dstails. 11) The Milestone Seders M0, 2000 IM 3000 Impact Resistant Aj,brnb,,h ejiro,,., and path, Sjxbngi Gless Doors b1stat4atior, instnKtieOs Comply ,it, " the (ch1cz,,,M: 3, X,?01 FBC, Chapter 17 Seiu,s 1, 707,4.4,7 for amhOOrg 'Ins-rInts, 1707AA.2 for masonry, concrete, C,i` sailer structural substrates and 17i)7A.4.3 for wood of appreved rra, reg members. I), 2004 FSC-6cglomg, Lhatea 17 91<tirihs 1714,5.4,1 (or ah,hrr',hg 1711 5,4,2 for masonry, concrete or OthersLrucYu2f sut`,StlliteS ald I 714.5,1.3 for wood or app"ed framing crerhber C, 2004 FBC Chbor', r, Sections R6116.1 to, ar,d,o-d req. xenprds' R61 3 6.2 for masonry, Corc'Ne Of other shbcv"al st'bshcnos and P.613.6 3 for "'Crad or approved frarrurbs members. 12" Milestone se -le, icon, 2,000 and 3000 11"PaCt ReSeablL A Unri,htirn Windows and P,b, Sloj,, Giass Doers Are tested and tadeled rh c,,tO,hanc, with he A D"siqll P ssuhe (Performance Q'uq) tested rn "C-larcc vr0h tbv fotioer,o A pa _31, arit tabe; is Placed On the hale 'Ceorrg the lestrIllernert, If the f0ollbo' 2001 FSC ', aCV0b, 1107A, 2, 1, i. 2004 FBC-Building Section and it, 2004 FBC-Re bd0b Nil Scion R5 i.1 11. b. Applied Loads and Gazing Vint! toea Resistance sn accordance veon, the (011o"ing. 1. 2001 FBC Section 2405.3, ii. 2004 FlIC-601ding Sedien 1714.5.2.1 & 2404, 1, M. 2004 SeM.o Pel 3,2 & P613.3.1, and fl- ASTM EI300. c. 1, hoact 'evstance to, operf""I P'Oietbr' tested ir 2001 FBC SeIlOh 1606,1.4, 7004 FBC- eis1d,oq Section, 1609AA, ard ZM,4 FBC-PcslCchaI P301,2 1,2, d A iron -permanent fabei is claced o, each ch lightI, the Mdqw or door cl"sionatmg tte type and tha*niess Of the glam"q "eatr"q oe requirements Of the i. 20131 FBC, Section 2401. 1, i s. 2004 - M FBCSUMing, ScC,ioh 2401 1, and Ili. 2004 FSC-Resioemiz0, Seaton R30&i Gerrtil Pclormahco Rating for fenestration as"abi, a. The 0,,e',an asse,ntty PW'0'r,aoCc, Rating "hall be cased On to, lower If rev_;,,', I- Test report desh Pees!rUl Lased I, the lower of the h'b:tu'aL rl., hgltrati.' and water tesung " the P'siti"C led rocat""O dhectio',; are warded on the f-_ht fatw[ sOhotest 'eml ' 6. Glass load reslslahce frorh ASTM F-;300 recorded On the tahel. b. GCIS thickness rhaY" M qlWl thal, dIC test SVcY';Ma,, Per the rewrcrerts of ASTM E 1300 to meeting aripfi, of Mn't ioadirls; ne, Note 12 h ahme i. In accordance w4f, AAMAjWDl1/ VCSA 101/1.S.2/A440-015, Section 0.2,2 rk 6,2.2, the specifier shalt snaci(Y a design rfbSwe to allow the reanufaCurbr tG Qk17e the product to meet A- d1o' exceed the design pressurc, requirements of the project oi the specs ' Mll ' vecify a glass typc and thick ,ems that "Iesss andlo, exceeds the doss- ".qrbe-et, of the Project. it.. The gbis type and thek-- rxejr;,d , no l" h, the specifier _11 netj,, 11,d with the test specimen. 14} The wihcssvrs shall not be,ostatiej n, arras 'b" rill applied t'ar've'sc ",'d loads exceed the atl-able design messu based Or 13'a ab,'e 15' ; Ulh,tatiols of (.'se The vx,odd,,,s shjq de,ascarf.d 11 aclalcarce, -h hi,, re.iutfzlc_ 'S D'a',ings. f, Faste,- te, Size, Type and Spaoleg are try if,, type of t% , M the O_' e,0_ t MahulaCttnersInstaflatiodDa,ire,. C. The vvindos and Paten doers Inat' -1 be stalfed in areas where the applied I'd loads exceed the ago"able oe5fq, pressure aar;od on the fello"mg (See Note 13). 1test report. design teess- zrtdjicf it.. class load MllSt6lCC c_ecllloed from ASTM E-130O. id, MILESTONE Series l000, 2000, and 3030 hemIct Resistant Ah-inti,,rhVAndc,- and Patio Srid,,q Gas, Door, havenot been evafw"tod for use in High veih6tv riumahe Znne, ft-a,d and Dade Counties) a, tie0ned in the 2001 njq,id,, goqd4ni Code, 2001 Florida Building Code-B,.vk1,,q and 2004 - bert"'i 13,Miq Cod, and shall not be used in the HVHZ, c. MiLESTONE Series 1000, ZW', and 3060 I,ef),211 Resistant Alur,11"M kvihdows and patio id me Debris Regions as 6hsid in the 2001 Florida 5u7(fino Col,_ 2001 Flo,ca BuFrwe,q O's, -601(h, C - 2004 a b,d Florida BrejdibtiCode-R, ii, High Ieja< lty f4urrhann lanes S trial O its,& ft falollard andDaciacol,,bes). Date: 1/ 9/07 Scale: NTS D-" By: RJA Checked By: JH Drawing No. FLEX20300 Sheet 2 of 2 One By wood Buck Others Note 4.c) Sea( Between Window Flange Wood Buck Note 2.0L & 2b'D Stucco By Others Perimeter Seat By Others Note 2.a 2 b.ii) Frame Height) Perimeter Seat By Others Note 20, 2.13.4) Concrete Or Masonry Opening By Others q SeatBetween Wood Buck & Openi 9 By Others Mcerf (Note 2,o, & 2.b,ii) 1- 1/4' Min. Embedment 1/ 4' Max. Shim Space Shin As Req'd Note 1.0 A VIEWED FROM A B 7C EXTERIOR E H, F H --- ELEVATION Buck Hei( ht) PARTS LIST ro1Head - Flange Frame 2 Sill - Flange Frame 3 Jamb - Flange Frame 2 4 Li ftRaff -Sash Interior 5 Jamb- Sash Finish 6 G[aztng Bead By DThers 7 Glazing - See Note (8) and (C) 8 3/16- Dia Flat Head Concrete Screw with minimum working load in shear of 180 tbs at 1 1/4' embedment. See Note 1) on Sheet 2 & Note 7 on Drawing FLEX20300, with a minimum embedment of 1-318, into " Structural Two By Buck or Framing", See Note (L) on Sheet 2 and B. W. Buck Width) One By Wood Ruck Others No te 0te4.0 Shim As Req'd Note l,o) Seat Between Window Flange Wood Buck Note 2.a & 2,b.1i) F. W. Frame Width) Stucco By Others Concrete Or SECTION B—B Masonry Opening By Others 1- Min, EmbednerFt x V E; Anchor c L—tbn Above Anchpr L— u le;lm lter Belo. — Seat ByMeeting Others att Note 2 D .bJSeal Between Wood Buck Mas' y. Opening By Others Note 2.a & 2,b.ii) Concrete Or --J Masonry Opening By Others 4, 2X6, 2X8 Wood Buck t Others (Note 4.b, L and S) me By Wood Buck By Others 2PTIONAL) ( Note 4.a,ii,2 & M) E Z X T 0 LL Z Sept between window -''Precast SM by others. Note 8 on Drawing FLEX20300, SECTION A—A—(ALT L,. I I l ( Range & precast silt Configurations may vary, ac)plicable to Section B=B-i-o-r instalIqlig n Date. 3/02/07 Scale: NTS w/Vutkem 116 adhesive will, a minimum embedment of 5/8' sealant or approved e quo 1, SECTION A —A into the "One By Wood Buck', See by with or wZo-one- by wood bucks, I D-.. Sr. RIA Note 2.b.0 Note (K) on Sheet 2 and Note 5 on Checked Ery; JH GENERAL NOTES Z€ Drawing FLEX20300. Robert J. Amoruso, P.E. e DISCLAIMER: The purpose of this FL License No. 49752 0 to 15) See Notes Drawing FLEX20300, Sheet I & 2, installation drawing is to present the A) Milestone Selves 1000 Single Hung Aluminum Window is shown. Also applicable to Milestone Series 2000 Single Hung Aluminum Windows. manufacturer's recommendations for A B) Selies 100OSingle HungWirroo,(53-1/8". 72"} tested to a Design Pressure of 50 psf with the following glazing: 0, 125' double strength annealed glass 10 .0W,' PVB intedayer 0. 125' double anchorage fie,, concrete screws, wood screws, tappingscrewsVufkemo .......... 4 14.. strengthannealedglass, and Structural Adhesive P Series2000SingleHungWindow (53-118" x 72) tested to a Design Pressure of 55 psf with the following allowing glazing: 0.1 25"double strength annealed glass 10.090" PVB interlayer 0, 125" double or other approved equal) as applicable) to achieve the design strength annealedglass. D) For Fastener Location & Quantities see Sheet 2 of this drawing. See Note (H) regarding deviations. pressure specified on the fenestration product as required by the 2001 Florida E) Concrete screw edge distance measured from edge of concrete/masonry/block to centerline of concrete screw must meet or exceed 2 1/4', Minimum size and embedment per Paris List. See Note (H) regarding deviations, Building Code ( FBC), Section 1707.4.4, 2004 FBC-Building, Section 1714,5.4 and the 2004 F) Wood screw edge distance measured from edge of wood to centerline of wood or tapping screw must meet Of exceed 1'. Minimum size and embedment per Parts List, See Note (H) regarding FBC-Residential, Section R613.6. deviations. Recommendationsregardingflashing, G) Not used. sealing, sealants or other joint sealant H) Any deviation less than the minimum requirements slated must be approved by the manufacturer or engineered by 'other' Design Professional in accordance with the applicable Building Code practices does not constitute a warranty and ProductApproval, either expressed or implied. Drawing No. FLEX21310 Sheet 1 of 2 FASTENER LOCATION TABLE (see Elevation View} Buck Concrete Screw Location Width Height Head Jambs 18 118 25 A,B,C D,E,F,G,H,Ifl181/8 37 3/8 A, B, C D, E, F, G, H, I 18 1/8 49 5/8 A, B, C D, E, F, G, H, I 18 1/8 55 1/4 A, B, C D, E, F, G, H, 1 18 1/8 62 A, B, C D, E, F, G, H, I 16M25 71 A, B, C D, E, F, G, H, I, J, K 1H2 25 A, B, C D, E, F, G, H, I 1H3 37 3/8 A, B, C D, E, F, G, H, [ 1H4 49 5/8 A, B, C D, E, F, G, H, I 1 H45 55 1/4 A, B, C D, E, F G, H, I 1H5 62 A, B, C D, E, F, G, H, I 1H6 25 1/2 71 A, B, C D, E, F, G, H, 1, J, K 3H2 29 1/2 25 A, B, C D, E, F, G, H, I 3H3 29 1/2 37 3/8 A, B, C D, E, F, G, H, i 3H4 29 1/2 49 5/8 A, B, C D, E, F, G, H, I 3H45 29 1/2 55 1/4 A, B, C D, E, F, G, H, i 3H5 29 1/2 62 A, B, C D, E, F, G, H, 1 3H6 29 1/2 71 A, B, C D, E, F, G, H, I, J, K 22 36 25 A, B, C D, E, F, G, H, I 23 36 37 3/8 A, B, C D, E, F, G, H, I 24 36 49 5/8 A, B, C D, E, F, G, H, 1 245 36 55 1/4 A, B, C D, E, F, G, H, I 25 36 62 A, B, C D, E, F, G, H,I 26 36 71 A, B, C D, E, F, G, H, I, J, K 4 22 47 25 A, B, C D, E, F, G, H, 1 483 47 37 3/8 A, B, C D, E, F, G, H, 1 484 47 49 518 A, B, C D, E, F, G, H, I 4845 47 55 1/4 A, B, C D, E, F, G, H, I 485 47 62 A, B, C D, E, F, G, H, I 486 47 71 A, B, C D, E, F, G, H, 1, J, K E32 52 1/8 25 A, B, C D, E, F, G, H, I 33 52 1/8 37 3/8 A, B, C D, E, F, G, H, I 52 1/8 49 5/8 A, B, C D, E, F, G, H, 1 52 1/8 55 114 A, B, C D, E, F, G, H, I4361521/8 62 A, B, C D, E, F, G, H, I 52 1/8 71 A, B, C I D, E, F, G, H, I, J, K Frame Dimension = Buck dimension + 1 " FF. W. f A B C D J F.H. F H EEEVATIV FASTENER INSTALLATION INSTRUCTIONS - FLEX21310 3/ 16" DIA. CONCRETE SCREW WITH NON-STRUCTURAL ONE BY WOOD BUCK: I) Where window is installed in an opening with a non-structural one by wood buck for the head and jambs and masonry or concrete sill, installation is as follows: At the head and jambs, use a 3/16" diameter concrete screw of sufficient length to achieve minimum embedment of 1-I/4" into masonry or concretes. See "Parts List' on Sheet I of this drawing for concrete screw size, embedment and load requirements. See FLEX20300, Note 7 for additional concrete screw requirements. At the sill, apply a Structural Adhesive Sealant meeting the requirements of Note 2.b.i on FLEX20300 for the full length of the Sil. 3) See fastener location table this sheet for concrete screw locations and any additional installation requirements. K) Any remaining factory applied installation fastener hole in the head at location "B" not used for concrete screw installation per the fastener location table shall be filled with a #8 wood screws of sufficient length to provide min. 5/8" embedment into wood buck. See Parts List" on Sheet I of this drawing for wood screw size and embedment requirements. See FLEX20300, Note 8 for additional wood screw requirements. 10 WOOD SCREW WITH STRUCTURAL TWO BY WOOD BUCK AND OPTIONAL ONE BY WOOD BUCK (SECTION A -A ALTERNATE ILLUSTRATES THIS OPTION, SIMILAR FOR SECTION B-B): L) Where window is installed in an opening with a structural two by wood buck for the head and jambs and a masonry or concrete sill, installation is as follows: At the head and jambs, use #10 wood screws of sufficient length to achieve 1-3/8" min, embedment into the two by wood buck. See "Parts List" on Sheet I of this drawing for wood screw size and embedment. See FLEX20300, Note 8 for additional wood screw requirements. At the sill, apply a Structural Adhesive Sealant meeting the requirements of Note 2.b.i on FLEX20300 for the full length of the Sil. M) If a two by and one by wood buck are used together (See Section A -A Alternate, similar for Section B-B), then #10 wood screws of sufficient length to achieve 1-3/8" min. embedment into the two by wood buck will be used and the one by wood buck will be secured to the two by wood buck as required in Note 4.a.ii.2 on drawing FLEX20300. N) #10 wood screws shall be installed at all factory applied installation fastener hole locations. 0) Wood screws shall not he used to fasten assembly into the end grain of wood. DESIGN PRESSURE RATING & FBC CODE COMPLIANCE 11_!L_ ' «: EXTERIOR P) If exact window size is not listed in fastener installation table, use fastener FASTENER LOCATIONS) quantity listed for next larger size. Q) Installations depicted in these instructions acceptable for the design pressures shown in Notes B & C for the window sizes shown in the table. Design Pressures (D.P.) are positive and negative. Overall window assembly design pressure shall be determined in accordance with Note 13 of FLEX20300. R) Production Glazing may differ from that tested as allowed by ANSI/AAMA/NWWDA 101/I.S. 2, 101/I.S. 2/NAFS or AAMA/WDMA/CSA 101/1.S. 2/A440 and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20300 for further details. S) Two by wood buck and/or framing at the head and jambs to be securely fastened to transfer the load to the masonry, concrete or other structural substrate per the FBC and the engineer of record's details as applicable. T) See FLEX20300, Notes 10 to 15 for additional FBC Code Compliance. E K G C-70- Date: 3/02107 Scake: NTS Drawn By: R)A Checked By:)H Drawing No. FLEX21310 Sheet 2 of 2 Two By Wood One By wood — Framing by Others B.ck By Others 'Notes 4.b and N) Note 4,a. 1 2) Seat Between Seat Between One By Buck & Window Flange r— Two By Framing Wood Buck By Others Note 2.a& 2'b'i;> / (Note 2.a & 2.b.ii) 1-3/8' Min, Embedment 1-1/4- Max. Shim Space Stuccl, By Others Shim As Req'cl Note I a) Perimeter Seat By Others Note 2.0 2,10.0 Frame 7 Height I F.H..) Buck 4 Heigh Seat Between Window [LD (B.H.) Flange It. Wood Buck W/Vutkem 116 Adhesive Sealant, Or Aprv'd, Eat. Note 2.b,i> Perimeter Seat Shim As Req'cl By Others Note I.Q> Note 2.a & 2,bi0 Shim Space 1-3/8' MIN. EMBEDMENT Two By Wood Framing by Others Note 4.b and N) One By Wood Buck By Others (Buck must Silt Pan Flashing be structurally attached Recommended to the Two By Wood Framing, (Note 4,,ILI & L> CAULK BETWEEN ONE BY BUCK & TWO BY FRAMING W/ VULKEM 116 ADHESIVE CAULK, OR APPROVED EQUAL Note 2.b.1) SECTION A -A GENERAL NOTES 1 to 15) See Gen"""" Olawing FLEX20300, Sheet I & 2, At Milestone Series 10W Sir,* H-9 Afmn— Window is 00— At- -PPficabie to Milestone Series 21100 single Hung Alurra— It6odows, 8) See-- IWO Single Hung Wdow (53-I18'. T2) tested 1. Design press— of S(; psf with the following glzfirf: 0A25' d.,tk, strength -orn*.Id glass I 0,09T PV13 wt-byef 10, 125' double strength annealed glass. C) Series 20M single Hung Who" (53-1/8'x 72') tested to a Design Pressure of 55 PSI with the folkrmng gfizing: 0, 125' double strength annealed glass 10,090' PVB inferlayer t 0, 125' doubt. strength, annealed glass D) For Fastener installation Reqinereents, — notes H ov. L of this drawing. See Note (F) regarding devitfiern, E) Wood or tapping screw edge distance -ned I— edge of "ond to osotedne of wood or tapping screw must meet or exceed 1" Minimum size and ernbed—ot Per Paris List, See Note (F),.gnsimg; deviations, F) Any deviation less than the minin-m requiterennts stated must be 3PPr--d PY the manufacture, or ogmeerecl by -other0--ig. Professional to accordance with the appicabd, aw'ding Code and Product Approval, G) Not Used. H) 9 10 wood screws of sufficrent length to achieve 1-3(8" own. embedment into the structural framing cornporwats, at the head and jarnbe as follows: a) finente on one by wood buck attached to strwtural two by wood framing (shown) per 'tote 4a.d.2, b) frame on two bY wood buck structurally attached to struc"al two by wood framing (not shown) per Note 4.b.0, C) frame on structural two by wood frarr4ng ( 1) 910 wood screws shall be instaked at all factory applied mt.ffafion fast— role fc,.taos in the frame. 3) Wood screws, shall not be used to fasten assembly into the d grain of wood- c) " rame SO will be sealed wfth Vulkers 116 or apprtre,'d equal in accordance with " 2b.j. L) One by wood puck at sM M2!Lbe stnxt,,alry arnid,,,i to the two by -00d fni-N as felfcws !nstaff a -- of three (3) 0 10 wood screws of sufficient to gbh to achieve 1-3/8- nin. embedronot into the structural framing coroporeors at a locatoon 4- 1/2" (./- 1") from each end of the window sArs frame and at a location at the dedp=t (+/. 1`) aferig the wmdow says width. DESIGN PRESSURE RATING& FBC CODE fOMPLiANfi M) If enact window size is not listed in falutnm installation table, use fastener qwinuty listed for no,t large, sec. N) Installations depicted in these instructions, acceptable for the design Pressures shorwo in Notes 6 & C for the Window sizes shown in the table- Design pressures (D.P.) are positive and negative. Overall window asserobit, design "sure sham be determined in accordance with Note 13 of R.E)(20300, 0) Production Glazing may differ front that tested as allowed try ANSI/ AAMA/NVVWDA 101/1s. 2, 10I/I.S. 2/NAFS or AA" WD"A/C-cA 101/1 S. 2/040 and applicable Building Code. See Note 12 and 13 on Drawing R-EY 20300 for further details. P) Two bY wood buck arclor framing at the head and jernbs to be scCundy fastened to transfer the load to the --y, concrete or otht, structural substrate per the F13r avd the engineer of neoxes details as Q) See Rf)(20300, Notes 10 to 15 to, aftonl FSC Cole C., eptiance. Buck Width B. W.> One By Wood Buck by Others NOTE 4,a.ii2) Shim AS Req'cl (Note 1..) Seat Between Below Perimeter P*e fr MetWindow Flange Seat Wood Buck By Others Note 2.a & 2,bJD Note 2.a & 2.b.ii) F. W,) U Two By Wood Frame Width Seat Between Framing OneByBuckh" Others byOthersTwoByFramingBy Others Note 4.b and N) Stucco Note 2.c, & 2.b,li) By others DISCLAIMER: The purpose of this installation drawing is to Present the manufacturees recommendations for anchorage i. e., wood screws, tapping screws and Vulkem Structural Adhesive ( or other approved equal) as applicable] to achieve the design pressure specified on the fenestration product as required by the 200I Florida Building Code (F8Q, Section 1707, 4.4, 2004 FBC-Building, Section 1714.5.4 and the 2004 FBC- Residential, Section R613,6. Recommendations regarding flashing, scaling, sealants or other joint sealant practices does not constitute a warranty either expressed at implied. WV, A A C D W. N. F Z- H ELEVATION A PARTS LIST 1 Head - Flange Frame 2 Sitll`tancte Frame 3 Jamb - Flange Frame 4 Lift Rail - Sash 5 Jamb - Sash 6 Glazing Bead 7 Glazing - See Note (B) and (C) 8 # 10 Flat Head Wood or TaDoina Screw VIEWED FROM EXTERIOR with a minimum embedment of 1-318' into " Structural Two By Buck or Framing' . See Note (N) on this drawing and Note 8 on Drawing FLEX20300 E To be used for instaliations up to 50 K B PSF (Series 1000) and 55 PSF (Series 2000) G Design Pressure using 10 Wood Screws in all factory supplied installation holes in the frorne (Locoflons A thru K as applicable), Sill to be secured as Shown. Date: 3/02/07 Scate: NTS Drawn By: RJA Checked By: 3H Robert J. Arnglrusci, P.E. FL License No. 49752 WIQL4 I)! Drawing No. FLEX21311 Sheet 1 of 1 SEAL BETWEEN WINDOW FIN & SHEATHING Note 2.a & 2,c1D STUCCO BY OTHERS SHEATHING BY OTHERS PERIMETER SEAL BY OTHERS Note 2.a & 2.c.ii) FRAME HEIGHT (F.H,) BUCK HEIGHT (B.H.) I' MIN. EMBEDMENT FRAME WIDTH (F.W.) 1/4' MAX. Wood Screw) BUCK WIDTH (B,W.) SHIM SPACE TWO BY WOOD SHIM AS REQ'D, TWO BY WOOD BY OTHERS Note !J.) BY OTHERS Note 4.b7 X/k/ ( Note 4 b) SHIM AS REGID. 5 Note Lb) 6 1' MIN. EMBEDMENT Wood Screw) 4114' MAX, j SHEATHING SHIM SPACE BY OTHERS SEAL SEAL BETWEEN WINDOW FINWINDOWI 'DO PERIMETER PERIMETERER SHEATHING SHEATHING 9 8 SEAL Note Note 2.o & 2.c,10 RBYOTHERS Note 2.o & 2.c.0 STUCCO BY OTHERS SECTION B-B DISCLAIMER: The purpose of this installation drawing is to present the manufacturer's recommendations for anchorage [i.e., wood screws or tapping screws to achieve the design pressure specified an the fenestration product as required by the 2001 Florida Building Code (FBC), Section 1707.4.4, 2004 FBC-Building, Section 1714.5.4 and the 2004 FOC-Residential, Section R613.6. Recornmendabons regarding flashing, sealing, sealants or other joint sealant practices does not constitute a warranty either expressed or implied. 7 GENERAL NOTES 11 to 15) See General Notes Drawing FLEX20300, Sheet I & 2. A) Milestone Series 1000 Single Hung Aluminum Window is shown. Also applicable to Milestone Series 2000 Single Hung Aluminum Windows, 13) Series 1000 Single Hung Window (52-1/8' x 71") tested to a Design Pressure of 50 psf with the following glazing: 0. 125" double strength annealed glass 10,090' PVB interlayer I 0. 125" double strength annealed glass. C) Series 2000 Single Hung Window (52-1/8" x 71") tested to a Design Pressure of 55 psf PERIMETER with the following glazing: 0. 125" double strength annealed glass 10.090" PV6 intedayer I SEAL 0, 125" double strength annealed glass. BY OTHERS INTERIOR (D) For Fastener Quantities and Spacing see Sheet 2 of this drawing, See Note (H ) o (Note 2& 2,c!;, FINISH By regarding deviations. OTHERS (E) Wood screw withdrawal values used to generate the fastening requirements are based on Spruce -Pine -Fur with a Specific Gravity of 0.50, See Note (H) regarding deviations, F) Wood or tapping screw edge distance measured from edge of wood to centerfine of wood or tapping screw must meet or exceed 1'. Minimum size and embedment per Parts List, See Note (H) regarding deviations, G) Not Used. H) Any deviation less than the minimum requirements stated must be approved by the manufacturer or engineered by "other' Design Professional in accordance with the STUCCO t applicable Building Code and Product Approval. BY OTHERS 1) Aft field supplied holes in the frame (if required) will be 3116" in diameter for #8 wood SEAL BETWEEN TWO BY WOOD screws. 32 ' SHEATHINGWINDOWFill —ZNG j OTHERSBYOTHERS (J) Not Used. Note 4.1*) SHEATHING BY OTHERS Note 2o & 2.C.0 SECTION A -A I' MIN. EMBEDMENT Wood Screw) cente '" 0 onefi'r Fastener Ref. DETAIL A Dimpled Area on Attachr,rent Attachment Fin Fin j Wood Screw Head must be in full contact with Attachment Fin. Centerline of fastener shall be approximately 9/32" from edge of Attachment Fin. FASTENER LNSTALLATION 21320 8 WOOD SCREWS: K) See Sheet 2 for #8 Wood Screw installation fastener chart. L) #6 Wood Screw must be of sufficient length to achieve minimum embedment of I" into the two by wood framing. M) See Detail "A" for approximate location of the wood screw on the attachment fin. N) Wood screws shall not be used to fasten assembly into end grain of wood. PARTS LIST 1 Head - FinFrame 2 S fffl`in Frame 3 Lamtr - Fin Frame 4 Lift Ralf - Sash 5 Jamb - Sash 6 Gl:a zBead 7 G lazin - See Note (B) and (C) 8 #8 Pan Head Wood or TaDpirro Screw with a minimum embedment of V into the structural wood substrate, See Note K) & Detail A an this drawing and Note 4,b & 8 on Drawing FLEX20300 Date: 3/02/07 Scale: NTS Drawn By: RJA Checked By: JH Robert 3. Amorusci, P.E. F1. Licfhw No. 49752 A 0, ............. OGE Np 49 rJ Drawing No. FLEX21320 Sheet 1 of 2 No. 8 Wood and Tori,,ing Screw Fastener Location commoexy Width Eh I Es C..Wdt- of 14-d R Sill fy-V—i W11.11.6— D., 25 V2 A 2 28 /2 2 36 dt A ea 47 a i es 52 118 4 Yes f Height Et Lf I L2 L3 Eb I lniiilflada Dwg, 15 L112 W 21 VS 718 2- 2 37 3/8 1 to 17 111 371S 2 IS 2 55 114 1 ff2 IV. 29 94 51315 37/8A 2 2 SIS M6 3 718 2 71 1 V2 7-- 6 NS 4-- I 5 8 iT- Vii I. 3710 II IModular — Width Ell I Fs Ce"lirdine of Head& Sill (VeVnal In9alla8on OW9. 23 112 4 2 27 112 4 2 LI 112_ 35 112 4 12 V2. 47 1/2 4 4 yes yes t t M,?ight Et Ll I L2 L3 Eb 1.,liIill.fi— D.9. 27 1i2 11f2 Na 15NIi 23 !!S 3512 4ir2 Na f93S I SM 718 2 43 112 tt2 Ma 23 ?6 39 5J8 47 V2 1 li2 W. 2k 318 435e 37,S 3719 2 51 V2 L V2 Na 2718 4_7516 3 713 2 59 1t2 71 V2 I V2 19118 43 VIT 67 5,S 3 7e8 2 I Fostener-- Location Table NotELq:, S. 6- 2006 C.— My Width Eh IF, I C—liedi- of P-d & Sill D., 16 I's Ts — 172 4 2 79, 112 36 T— 4 4 4 Y. 2 2-- t 4 y- 1 77-- 4 S2 Y- VS 4 Yes S J-% fgm Et Ll L2 L3 Eb 25 2 7 IV. 14 V2 20 V2 4 V2 2 V Z4 5/6— - 2 rd- 2Q 2 Ili 7i- 33— a5 If2 4 12— 2 2 55 114— 2 1,; 29 112 51 4 172-- 62 71-- 2 Iz6 16 32 111 V2 4 172— 2-- a—, 4 66 itz-4W, IModular — — — — — -- I Widtf. 0, 1 ft Ceral.. of Head & sill (yesfnoj Inshlla5an Dwg. 23 112 4 27 112 4 0 2 31 112 31 Vi 4 4 4 q Y- 2 C V2 4 yes t Ight I Et Ll 1-2— L3 Eb V 1t2 2 IV. 15 112 23 4 r2 2 7— T i Na 9- 112 31 4 V2 4- 111 2 47- 2 r(. 25-2 4-3-- 4-2 51 112 2 IV. 27 i2 aT— 4 '2— 2 77- 21) All dimensions shown taken from the buck width or height of the window frame, 2) Based on the Milestone Series No. and size of the window to be installed, enter the correct table above to determine the locations of the No. 8 Wood or Topping Screws based on either Installation No. I or No. 2 illustrations at right. The applicable installation illustration is noted in the table. 3) Install the No. 8 Wood or Topping Screws at the locations shown in the table. Tolerance is + 4) An installation fastener is only required at the centertine of the head and sill when indicated in the table as "yes". if "no", on installation Easterner is not required at the centerline of the head and sill. RESIGN PRESSURE RATING & FBC CODE COMPLIANCE 0) If exact window size is not listed in fastener location table, use fastener [orations listed for next larger size. P) Installations depicted in these instructions acceptable for the design pressures shown in Notes B & C for the window sizes shown in the table. Design Pressures D. P.) are positive and negative. Overall window assembly design pressure shall be determined in accordance with Note 13 of FLEX20300. 0) Production Glazing may differ from that tested as allowed by ANSI/AAMAINWWDA 101A. S, 2, 101A.S. 2/NAFS or AAMAIWDMA/CSA 101/ l.& 2IA440 and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20300 for further details. R) Structural two by wood buck and/ or framing at the head, sill and iambs to be securely fastened to transfer the load to the wood structural substrate per the FBC and the engineer of records details as applicable. S) See FLEX20300, Notes 10 to 15 for additional FBC Code Compliance. Buck & rralne Center- Ur,e vdth Of Heaci Et tBuck FrameL Height Centertine or sill L2 Window Ciy, AQpfi abii 31- 1/2' to 52-1/6' Wide at Head & Sill or - 59_ 1/2, to 71' High at .iambs Bu( Fr He Buck & Frame jtj 10N No to 31-1/2' Vide at Head & Sill or to 59-1/2' High at Jambs L3 Dilt.: 3/02/07 sc. 11c, Nrs Drawn Sy: RSA Checked By: ]iH Drawing No. FLEX21320 Sheet 2 of 2 One By Wood Buck By Others 9 Structural Note4.aJ 11 1 Build Dow, and 4.dJi,2) By Others Sheathing ( TYP.) (Note R) By Others Sea( Between Vi, 00. Flange 1- 3/8 Min. Embedment& Wood Buck Note 2.a & 2'lcii) 1 4' Max. Shim F"m Space Stucco By Others Shin As Rect'd, Note La> Perimeter Seat By Others J Note 2.a 2 laii) F. H. Frame Height) B.H. Buck ro Heil ht) Perimeter 1 SeatByOthers Note 2.a2.a"10 2.Ji) 37 S? Seat between window ---' Precast SM by others, flange & precast silt Configurations may vary, w1vulke, 116 adhesive sealant or approved " quat, SECTapprovedN A —A Note 2,lai) VIEWED F.W. A C A FROM A 6 C EXTERIORA - E C, D - E D F. H. F.H. J- B K B F G H L F H --- I Lz FULL RAE, us s,,0, L A ELEVATION A ---J RADHALF IUSSHTWN' RH EIPPOSITE B. W. Buck Width) One By Wood Buck Others Note 4.a) Min. Emb. 2X4 2x6' 2X8 Wood Buck (Note I a) 5 By6ther (Note 4.b & R) 6 Concrete one By Wood Buck By others Masonry r (OPTIONAL) (Note 4,a.ii.2) Wood Opening By Others 7 SECTION A—A- Also li le to Se tinn R-Pt f— 3 Seat Between D;..Window bywithorw "on Lo-one_by wood bucks. Window Flange Wood Buck Note 2.a it, 2.bJi) F. W. Frame Width) Stucco By Others PARTS LIST 1 Head - Flange Frame 2 ai I - Flange Frame 3 Jamb - Flange Frame 4 Lift Rail - Sash 5 Jamb - Sash 6 gta!zing Bead 7 2!azfn - See Note (6) and (C) 8 3/16LOia- Flat Head Concrete Screw with minimum working load in shear of 180 lbs at 1 1/4" embedment. See Note (()on this drawing and Note 7 on Drawing FLEX20300. 9 # 10 Flat Head Wood or Tin— .1;— with a minimum embedment of 1-3/8' into "Structural Two By Buck or Framing". See Note (K) on this drawing and Note 8 on Drawing FLEX20300. GENERAL NOTES 1- 1/4' Hon. Embedment Above N Alch— - 1 -- ri,eter L—n— TBet.. Seat By ting Others lz.K, Note 2.a 7s"" ot Between Wood Buck Mas , y. Opening By Others Note 2,a & 2.b,i;) Concrete Or --J Masonry Opening By Others DISCLAIMER: The purpose of this installation drawing is to present the manufacturer' s recommendations for anchorage (i.e., concrete screws, wood screws, tapping screws and Vulkem Structural Adhesive (or other approved equal) as applicable] to achieve the design pressure specified on the fenestration product as required by the 2001 Florida Building Code (FBC), Section 1707.4.4, 2004 FBC-Ruildirg, Section 1714.5.4 and the 2004 FBC- Residential, Section R613.6. Recommendations regarding flashing, seating, sealants or other joint sealant practices does not constitute a warranty either expressed or implied. Date: 3102/07 Scittei 14TS Drinim By: RSA Checked By: JH I to IS) See General Notes Drawing FLEX20300, Sheet I & 2. A) Milestone Series 1000 Single Hung Radius Head Aluminum Window is shown. Also applicable to Milestone Series 2000 Single Hung Radius Head Aluminum Windows. B) Series 1000 Single Hung Window (53-118" x 72') tested to a Design Pressure of 50 psi with the following glazing: 0. 125" double strength annealed glass / 0,090" PVB imedayer 10,125" double strength annealed glass. C) Series 2000 Single Hung Window (521-1 /8' x 72') tested to a Design Pressure of 55 psf with the following glazing 0. 125' double strength annealed glass / 0,090' PVB interlayer 10. 125" double strength annealed glass. D) For Fastener Location & Quantities see Sheet I & 2 of this drawing respectively. See Note (H) regarding deviations, E) Concrete screw edge distance measured from edge of concrete/masonrylblock to oemerline of concrete screw must meet or exceed 2 V41". Minimum size and embedment per Parts List. See Note (H) regarding deviations. F) Wood or tapping screw edge distance measured from edge of wood to centerline of wood or tapping screw must meet or exceed 1'. Minimum size and embedment per Parts List, See Note (H) regarding deviations. G) Not used. H) Any deviation less than the minimum requirements stated must be approved by the manufacturer or engineered by "other" Design Professional in accordance with the applicable Building Code and Product Approval. Robert 3. Amoroso, P.E. FL License No. 49752 Drawing No. FLEX22310 Sheet I of 2 I / i\\ FASTENER LOCATION TABLE (see Elevation View Sheet 1 Size Width aand He Fastener Screw Location Width Height(FullI Height(Haff Head JJambs (No.10WSorConcreteSeries Code Radius) Radius) No. 10 WS) I Screw) 19 116 26 I'Vie 26 5116 A, 6, C D, E, F, G, H, i I 00cf2oGo 13 1-9 178- 39 3116 c _11/16 A B, C---a- G, H, I IOFGf200ti 14 19 1/8 51 711 5215116 A 6, C FF, F G H, I IOC6?2000 145 is 19 - 1/8 7 1/165 9116 6, C M2000 16 -19 9 1/8- V8 63 13M6 65 5/16 AB, c F. G, H, I TO 72 72 A -BC D„ E. F, G, H, ( J, K 1Gf7@`2000 1 H2 26 112 27 7/16 29 C O, E, F G H i I I H3 16 112 3913116 4115/16 A 6, C 0, E, F, G, H, I 1000120W 1H4 26 42 52 1/16 54 31161 A, 8, C 0, E, F, G, H, I 100012000 7 H45 26 12 5711116 5913116 K B, C D,-E, F, G, H T t_H5 26-12 54 7/16 66 ,2L16 A _B_ -c E F G 1 0=2000 1 W 26 112 72 72 A, B, C R D. E, F, G, H, L J, K 101G?000 31-2 30 lq_ 27 7- 30 111 A B C D, E, F G H I 50_0<"2009_ 3143 30112 4013196 42 29/48 A, 6, C E F, G, H, I 3114 W V2 K 37(% 54 41148 A 6, C 0, E, F, G, H, t 10022000 LH4530 1/2 58 1 60 2N48 A 6, C D, E, F, G, H, I 10- W220- 3t5 22-12- 6473/% 67 1 V48 A. 6, C D, E, F, G, H, I 11+, 1 30 12 72 72 A, B, C I D, E, F, G. H, 1, J, K 2 37 28 5116 31 5/16 A, B, C D, E, F, C. H, I 3 7 011/16 r 4311/16 A, a. E, F, I L H, I 1 SM 6 55 15116 61 4 6 C E F G, H, I 45 58 9/16 9/16 A 6, C E, F, G, H 1 5116 6 5/16 13 C N0, E, F G H, 1 1OW120M 26 37 72 72 B C D. E, F, G, H, 1, J, K 100n qq 8L_ 29 7132 33 714 A 6 C D, E. F, G. H, I 1nq9L0 483 _ 41_19/L2 45 2 - P B C E, F G H 4 413_ 53 27/32 5737148 D, E, F, G, H, I 100012000 L 5 S L8915/32 319/48 6. C E, F, G H. I 1000l2_000 465 48 66 7132 70 7148 A 6, C 1) E. F G. 14, 1 10=2000 486 48 72 72 A, 8, C 0, E, F, G. H, t J, K 3253 1fil 2921/32 34 A 6, C 0, E. F, G, H, 1 13 13 1/8 42 V32 46 318 A, 13, C D, E, F, G, 14, 1 54 9132 58 9, C D, E, F, 9 2332 114 _f_ E. F. G, H 1__i0002 1. 35 53 1/8 6621/32 71 A, B C_ D, E, F, G, H, I iEi 53 118 72 72 A 8, C D E, F, G, H t7i, K' FASTENER LOCATION TABLE NOTES: 1. This chart and Notes 1, J, K. I. L, M and N for use when Radius Head Flange Window is instolied in opening with the following attributes: a. Wood Structural Build -Down at Head, and b. Masonry/ Concrete Substrate and One -By Wood Buck at Jambs. 2. install Radius Head Range Window using #10 Wood Screws with a 1-3/8' minimum embedment into 'he structural wood substrate in accordance with Notes K to N in an opening with the following attributes. G. Wood Structural Build -Down at Head, b. Optional Structural Two By Buck is installed ct the head or iambs, and C. Optional One By Wood Buck is installed at the head or iambs, 3 See Note R regarding structural framing requirements, 4. See. Sheet I for Fastener Location Diagrams. FASTENER INSTALLATION INSTRUCTIONS - FLEX22310 3/16" DIA. CONCRETE SCREW WITH NON-STRUCTURAL ONE BY WOOD BUCK. E 1) Where window is installed in an opening with a non-structural one by wood buck for the iambs and masonry or concrete sill, installation is as follows: Z 1) At the jambs, use a 3/16" diameter concrete screw of sufficient length to achieve minimum embedment of 1-1/4" into masonry Or concrete. See "Parts List" on Sheet I of this drawing for concrete screw size, embedment and load requirements. See FLEX20300, Note 7 for additional concrete screw requirements. X 3: 2) At the sill, apply a Structural Adhesive Sealant for the full length of the Sill meeting the requirements of Note 2.b.i on FLEX W 7 Q 20300. M 0) See fastener installation table on this sheet for concrete screw locations in iambs and additional installation requirements, 0 10 WOOD SCREW WITH (1) STRUCTURAL BUILD -DOWN FOR RADIUS HEAD, (2) OPTIONAL STRUCTURAL TWO BY WOOD BUCK AND ( 3) OPTIONAL ONE BY WOOD BUCK AT HEAD AND/OR IAMBS (SECTION A -A ALTERNATE ILLUSTRATES THIS OPTION FOR HEAD, SIMILAR FOR SECTION B-B AT 3AMB)- K) Where window is installed in an opening with a (1) structural build -down far radius head, (2) optional structural two by wood buck and Zsl 9 EE 8 3) optional one by wood buck at head and/or jambs, installation is as follows: woo 1}For structural build -down at the head and/or two by wood buck at the head and/or jambs as applicable, use # 10 wood screws 6 of sufficient length to achieve 1-3/8" min. embedment into the two by wood buck and/or or structural build -down. See "Parts r S List" on Sheet 1 of this drawing for wood screw size and embedment. See FLEX20300, Note 8 for additional wood screw X requirements. le 2) For one by wood buck used in conjunction with a structural two by wood buck at the head and/or jambs as applicable use #10 F wood screws of sufficient length to achieve 1-3/8" min. embedment into the two by wood buck. See "Parts List" on Sheet I of this drawing for wood screw size and embedment. See FLEX20300, Note 8 for additional wood screw requirements. 3) At the sill, apply a Structural Adhesive Sealant for the full length of the Sill meeting the requirements of Note 2.b.i on FLEX 20300. L) If a two by and one by wood buck are used together (see Section A -A Alternate, similar for Section B-B), then #10 wood screws of sufficient length to achieve 1-3/8" min. embedment into the two by wood buck will be used and the one by wood buck will be secured to the two by wood buck as required in Note 4.a.4.2 on drawing FLEX20300. M) # 10 wood screws shall be installed at all factory applied installation fastener hole locations when, applicable. Z N) Wood screws shall not be used to fasten assembly into the end grain of wood. AA DESIGN PRESSURE RATING & FBC CODE COMPLIANCE 0) If exact window size is not listed in fastener installation table, use fastener locations listed for next larger size. P) installations depicted in these instructions acceptable for the design pressures shown in Notes 6 & C for the window sizes shown in the table. Design Pressures (D.P.) are positive and negative. Overall window assembly design pressure shall be determined in accordance with Date: 3/ 02/07 Scale: NTS Note 13 of FLEX20300. Q) Production Glazing may differ from that tested as allowed by ANSI/AAMA/NWWDA 101/1,S, 2, 10I/I.S. 2/NAFS or AAMA/WDMA/CSA Drawn By: RJA 101/1, S. 2/A440 and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20300 for further details. Checked Sin Ji4 R) Structural build -down at head, two by wood buck and/or framing at the head and jambs to be securely fastened to transfer the load to the masonry, concrete or other structural substrate per the FBC and the engineer of record's details as applicable. S) See FLEX20300, Notes 10 to 15 for additional FBC Code Compliance. Drawing No. FLEX22310 Sheet 2 of 2 SEAL BETWEEN SHEATHING WINDOW FIN & BY OTHERS SHEATHING Note 2,c, & 2.C'i0' STUCCO BY OTHERS PERIMETER SEAL BY OTHERS Note 2'a & 2.C40 FRAME HEIGHT (F.H.) BUCK HEIGHT (B.HJ C, PERIMETER SEAL BY OTHERS Note 2.o & 2,c.ii) 3 STRUCTURAL au BUILD DOWN BY OTHERS 0Si(Notea1 4.b) 0 7 )T SHIM AS REQ'D, Note 1,b) 1/4' MAX. SHIM SPACE GENERAL NOTES I to 15) See General Notes Drawing FLEX20300, Sheet I & 2. A) Milestone Series 1000 Single Hung Radius Head Aluminum Window is shown. Also applicable to Milestone Series 1500 and 20M Single Hung Radius Head Aluminum. Windows. B) Series IWO Single Hung Window x 71") tested to a Design Pressure of 50 psf with the following glazing: o,1251, double strength annealed glass / O.M" PV8 intedayer / 0. 125' double strength annealed glass. C) Series 2000 Single Hung Wiric.,xv (52-1/8' x 7 1") tested to, a Design Pressure of 55 psf with the following glazing: 0.125" double strength annealed glass / 0,090' Pv3 interfayer / 0.125' double strength annealed glass. D) For Fastener Quantities and Spacing see Sheet 2 of this drawing. See Note (H) regarding deviations, E) Wood screw withdrawal values used to generate the fastening requirements are based on Spruce -Pine -Fur with a Specific Gravity of 0.50. See Note (H) regarding deviations. F) Wood or tapping screw edge distance measured from edge of wood to oenterine of wood or tapping screw must meet or exceed 1". Minimum size and embedment per Parts List. See Note (H) regarding deviations. G) Not used. H) Any deviation less than the minimum requirements stated must be approved by the manufacturer or engineered by "other" Design Professional In accordance with the applicable Building Code and Product Approval. 1) AN field supplied holes in the frame (if required) will be 3/16" in diameter for 98 wood screws. 3) Not Used. FASTENER INSTALLATION INSTRUCTIONS - FLEX22320 98 WOOD SCREWS: K) See sheets 3 & 4 for #8 Wood Screw Installation fastener chart L) #8 Wood Screw must be of sufficient length to achieve minimum INTERIOR embedment of I" into the two by wood framing, FINISH BY M) See Detail "A" for approximate location of the wood screw on the OTHERS attachment fin. N) Wood screws shall not be used to fasten assembly into end grain of wood. STUCCO BY OTHERS 77 SEAL BETWEEN Z Im N TWO BY WOOD INWINDOWFIN BY OTHERS H 1 N C, SHEATHINGSHEATHING (Note 4,b) SHEATHING Note 2.c, & 2,c.zi) BY OTHERS FRAME WIDTH (F,W.) 1/4' MAX, BUCK WIDTH SHIM SPACE BY SHIM AS RES'D. TWO BY HWOOD Note I't)) (NOTHERS Nate 4. 1o) @6LJ V MIN, EMBEDMENT Wood Screw) SHEATHING BY OTHERS ll_/ SEAL BETWEEN PERIMETER WINDOW FIN SEAL 9 8 SHEATHING BY OTHERS ( Note 2.a & 2.c.0 Note 2, a P. 2.c.0 STUCCO BY OTHERS SECTION B- B DESZGN PRESSURE RATING & FBC CODE COMPLIANCE 0) If exact window size is not listed in fastener location table, use fastener locations listed for next larger size. P) Installations depicted in these instructions acceptable for the design pressures shown in Notes B & C for the window sizes shown in the table- Design Pressures (D.P.) are Positive and negative. Overall window assembly design pressure shall be determined in accordance with Note 13 of FLEX20300, Q) Production Glazing may differ from that tested as allowed by ANSI/AAMAINWWDA 10111S. 2, 101/1,S. ZNAPS or AAMArWDMAICSA 101/ l.S. 2/A440 and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20300 for further details. R) Structural two by wood buck and/or framing at the head, sill and jambs to be securely fastened to transfer the load to the wood structural substrate per the FBC and the erigineer of record's details as applicable. S) See FLEX20300, Notes 10 to IS for additional FBC Code Compliance. DISCLAIMER: The purpose of this installation drawing is to present the manufacturer's recommendations for anchorage (Le., wood screws or tapping screws to achieve the design pressure specified on the fenestration product as required by the 2001 Florida Building Code ( FBC), Section 1707.4.4, 2004 FBC-Building, Section 1714.5. 4 and the 2004 FBC-Residential, Section R613.6. Recommendations regarding flashing, sealing, sealants or other "rit sealant practices does not constitute a warranty either expressed or implied. CenterGre of Fastener" Ref. DETAIL A Dimpled Area on Attachment Attachment Fin L F i - n_J_ WoodScrew Head must be in full contact with Attachment Fin. Centerline of fastener shall be approximately 9/ 32" from edge of Attachment Fin, PARTS LIST DETAIL A mean - t- mr-rame Sill - Fin Frame Jamb - Fin Frame Lift Raul - Sash Jamb - Sash Glazing Bead - Rigid Vinyl Glazing - See Note (6) and (C) 8 Pan Head Wood or Tapping Screw with a minimum embedment of I' into the structural wood substrate. See Note (K) and Detail A on this drawing and Note 4.b & 9 on Drawing FLEX20300. Date: 3/ 02/07 Scale: ITS Drawn Sr. ; UA Checked By:) H Robert]. Amonew, P.E. FL License No. 49752 NA 4 4040 Drawing No. FLEX22320 Sheet I of 4 Buck & Frame Width Buck & Frame Eh Width Eh11-'-Eh Eh Et T l Et Et Ruck & Buck & Frame Frame Height FIE]] Height FULL HALF RADIUS Elo Eb 15; E, C5 c. ELEVATION VIEWED FROM EXTERIOR FULL AND HALF RADIUS HEAD WINDOWS Fastener Location Tables (Sheet 3 and 4) are applicable to Full and Half Radius Head SH Windows shown above. Fastener edge distances shown above are applicable to Full and Half Radius Head SH Windows. For intermediate head, sill and jamb fasteners located between edge fasteners, see Installation Illustrations below. F_qstener Lorgt;gn To le Notes Se lzk-fs 1 and 4 f- - , , , 1) All dimensions shown taken from the buck width or height of the window frame, 2) Based on the Milestone Series No. and size of the window to be installed, enter the correct table above to determine the locations of the No. 8 Wood or Topping Screws based on either Installation No. 2 or No. 3 illustrations below. The applicable installation illustration is noted in the table. The full radius head frame is shown, but illustrations also applicable to half radius head window (see elevation for edge distances at frame head (Et). 3) Install the No. 8 Wood or Topping Screws at the locations shown in the table. Tolerance is + / 1 1". 4) An installation fastener is required at the centerline of the head and sill for oil window sizes. Buck & Buck & Frame Frame Centertine width Ceritertine Width DF Head , -I Of Head iEt JEt Buck & Buck & Frame Frame Height L2 Height Eb L /Z Elo LI L Centerline OF sill Wj6LLAJJUN-NQ-a Centerline Cif sift LN518LLAIJU-N Ng-3 Installation Illustrations No. 2 and 3 Showing Locations of Wood Screw Fasteners See table on Sheet 3 for Series 1000 & 1500 Commodity and Modular Window Sizes See table on Sheet 4 for Series 2000 Commodity and Modular Window Sizes DESIGN PRESSURE RATING & F9C CODE COMPLIANCE S) If exact window size is not listed in fastener location table, use fastener locations listed for next larger size. T) Installations depicted in these instructions acceptable for the design pressures shown in Notes B & C for the window sizes shown in the table. Design Pressures D.P.) are positive and negative, overall window assembly design pressure shaft be determined in accordance with Note 13 of FLEX20300. U) Production Glazing may differ from that tested as allowed by ANSUAA1,WNWWDA tOl/I.S. 2, 101/l.S. 2/NAFS or AAMA/WDt-WCSA 101/1,S. 2/A440 and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20 100 for further details. V) structural two by wood buck and/or framing at the head, 911 and lambs to be securely fastened to transfer the bad to the wood structural substrate per the FOC and the engineer of records details as appficable. W) See FLEX20300, Notes 10 to 15 for additional FBC Code compliance. E o E c RS O E S Date: 3/02/07 Scale: NTS Drawn By: RJA Checked By: 34 Drawing No. FLEX22320 Sheet 2 of 4 No. 8 Wood and Toor)ina Screw Fastener Location Tables - Series 1000 Single Hunq Full and Half Radius Head Windows S-1o. 1000 Halt Radius and F.ff Radius Head SHM;Id— F- - -- Serle a 1000 Half Radius and Full Radius Head SH Windows— Md.t- Call Size 8-k Width and Height No. 8 Wood Screw Locations I Commodity Call sl 11 Suck Width and Height No. 8 Wood Screw Width ht FZIRgadiusl hlig IHalfRadius) ElVa Et Eb Li L2 L3 triatalt.ti.. No. Width hF.HReFiLtilts) I Ha i ght HlalfFadiusf EWE. Et Eb Lf L2 L3 Irtstatfa6on N.. 23 1/2 2825/32 3023/32 4 1 112 37/8 12 1/8 3 L 18 1/8 2513116 27 5f16 4 1 1/2 37/8 10 7/8 3L::±21123 4 3 1/2 36 25132 38 23/32 4 1 l2 37/8 16 1/8 3 13 18 1/8 38 3/16 3911116 2 7/8 0 114 3 2038 23 1/2 4425132 4623132 4 1 112 3716 20 118 3— 14 18 1/8 50 7i16 51 15116 4 1 112 37/8 23 114 3 2040 2044pfl)4l4 23 112 D 112 4825132 U 25132 5023132 54 2Y32i 4 4 1 12 1 1/2 37/8 3718 22 118 24 M 3 3 145 15 18 118 18 1/8 56 1/16 6213116 57 9116 64 5i'16 4 4 1 1/2 1 1/2 37/8 3 / 26 29 3/8 505/6 3 2 2050 23 12 60 25132 6223/32 4 1 112 3718 29 318 50 518 2 16 18 its 71 71 4 1 1/2 37/8 29 3/8 545/8 2 2060 23 112 71 71 4 1 1/2 37/8 29 318 545/8 2 IFQ 25 1/2 26 7116 28 9/16 4 1 112 37/8 10 7/8 3 2424 27 112 29 3132 3113132 4 1 1/2 3718 12 118 3 1H 3 25 112 3813/16 4015116 4 112 7/8 20 1/4 3 24300 - 27 112 37 3/32 i T— 3913/32 4 1 1/2 3 718 16 1F 8 3 1 21 112 51 1/16 53 3116 4 112 37/8 23 V4 3 27 1/2 45 2 7 13132 4 1 1/2 3718 20 3 111445 IH5 25 1/2 25 1/2 5611/16 63 7/16 5813/16 65 9/16 4 4 1 1/2 112 37/8 37/8 26 112 29 3/8 50518 3r24382_') 2444 7 V2 27 V2 49 3132 53 2 51 137H 55 1313T 4 4 1 1 /t2 112 37/8 3 7fS 22 1/8 24 1/8 3 I P6 25 112 71 71 4 112 37/8 29 3/8 85 2 24505, 27 112 61 3132 6313132 4 1 1/2 37/8 29 3/8 505/8 2 3H2 29 1/2 2673/96 2911/48 4 1 1/2 3 7/8 0 '810718 3 2460 27 1/2 71 71 4 1 112 37/8 129 318 54518 2 3H3 29 112 3913/96 4129/46 4 1 1/2 3 7f8 20 114 3 2824 31 1/2 29 7/16 32 1/16 4 112 1 37/8 12 118 3 3144 1 3H45 Z9 112 29 1/2 5137196 57 1/96 5341/48 5923148 4 4 1 1/2 112 3718 3 7f8 H 114 3 32830 i638 31 112 37 7116 40 1/16 4 112 37/8 16 1/8 3 iT 1/2 45 7/16 48 1/16 4 1 1/2 3 7/8 iF 1/i 3 3H5 1 3F16 29 1/2 29 112 63731096 71 6611/48 71 4 4 1 1/2 1 112 3718 3718 27 29 3/8 129 3/8 505/8 54518 2— 22840 2844 31 112 31 1/2 49 7/16 53 7/16 52 1/16 56 1/16 4 4 112 112 3718 i 718 22 118 24 118 3 3 22 36 27 5116 30 5/16 4 412 37/8 10 7/8 3 2850 31 1 r2 61 7/16 64 1/16 4 1 1/2 37/8 29 3/8 505/8 2 23 36 3911116 4211/16 4 112 37/8 20 1/4 3 2860 31 112 71 71 4 1 1/2 37/8 29 318 54 5/8 24 36 51 15/16 54 15f16 4 1 1/2 3-- 78 i3 114 3 3024 SO30 S5 35 112 2925/32 3223132 4 1 12 3718 12 1/8 3 245 36 57 9/16 60 9/16 4 1 iii T718 28 3 1/2 IT 25t32 4023/32 4 1 112 37/8 16 116 3 25 36 64 5/16 67 5/16 4 1 1/2 37/8 29 3/8 51 5 2 3038 i 5 V2 4525132 48 23,-2 4 1 1/2 3718 20 118 3 2-6 36 71 1 71 4 1 112 3718 29 3 518 2 3040 3044 35 1/2 35 112 49 25t32 5325132 5223/32 5623132 4 4 1 1/2 1 1/2 37/8 3718 22 1/8 24 1/8 3 1 482 - 4 28 7132 32 5/32 4 1 1/2 37/8 10 7/8 3 483 47 40 19/32 4417132 4 1 1/2 37/8 20 114 3 3050 35 112 61 25t32 6423132 4 1 1/2 3718 29 3/8 1 50 518 2 484Z4454845E4E 47 47 5227132 5815/32 5625132 6213132 4 4 1 M_ 1 3 7LB_ 3 718 24 1 f4 tT9 318 3 3 3060 35 112 71 71 _ 4 1 112 37/8 29 318 545/8 2 3424 39 112 30 3/32 33 13/32 4 1 112 7/8 12 1/8 3 485485 4- 7 65 7/32 69 5132 4 1 1/2 37/8 29 3/8 54518 2 3430 3436 39 1/2 39 112 38 3132 46 3132 41 13/32 4913/32 4 4 1 1/2 112 37/8 37/8 16 118 20 1/8 f— 3 3 486 47 71 71 4 1 U2 3718 29 318 545/8 2 32 52 VS 2821/32 33 4 1 1/2 37/8 10 7,18 3 3440 1444 39 112 9 112 50 3/32 3132 5313/32 571322 4 4 112 2 37/8 718 22 1/8 26 1/8 3 3 33 52 1/8 41 1/32 4512132 4 1 1/2 7/8 20 114 3 34 52 1/8 53 9f32 5720/32 4 1 1/2 3718 25 114 3 3450 39 1/2 62 3/32 65 13/32 4 1 112 37/8 29 318 505/8 2 345 52 1/8 5829132 63 8/32 4 1 112 37/8 T- 29 318 48 1 2 3460 39 112 71 71 4 1 112 1 37/8 29 318 1 54518 2 35 152 118 65 24132 70 4 1 1/2 37/8 29 318 1 54518 1 2 3824 43 112 30 7/16 8 34 1/16 4 1 112 3718 12 118 3 36 152 1 T8 71 71 4 1 T1 37/8 29 318 1 54518 1 2 3830 43 112 7/16 42 V16 4 1 112 37/8 16 1/8 3, Fastener Location Table Notes: 1) All dimensions shown token from the buck width or height of the window frame. 2) Based on the Milestone Series No. and size of the window to be instolled, enter the correct table above to determine the locations of the No. 8 Wood or Topping Screws based on either Installation NC 2 or No. 3 illustrations on Sheet 2, The applicable installation illustration is noted in the table. The fu radius head frome is shown, but illustrations also applicable to half radius head window (see elevation for edge diston es at frame head (Et). 3) tristoll the No. 8 Wood or Topping Screws at the locations shown in the table. Tolerance is 4) An instaRction fastener is required at the centerline of the head and silt for all window sizes. 3838 43 V2 43 1/2 46 7116 50 7116 50 1116 54 1/16 4 4 1 1/2 1 1/2 37/8 3718 20 118 22 1/8 3 3 F 3M 43 12 4— 3 112 54 7116 62 7116 58 1/16 66 1/16 4 4 112 1 112 37/ 8 3718 26 1/8 29 3/8 505/8 3 2 3860 43 112 71 71 4 112 3718 29 318 54 5fS 2 4024 Al 867 40: 38 47 1/2 47 I2 47 1 1 30 25132 3825132 - 25132 25132 3423/ 32 4223132 5023132 4 4 4 1 112 112 1 112 37/ 8 37/ 8 3718 12 1/8 16 V8 20 118 3 3 3 4040 40, 47 1/2 47 V2 50 2 54 25132 5425132i5423132 58 23132 4 4 1 1/2 1 V2 37/ 8 7f8 22 V8 6 118 3 3 4050 4060 47 112 47 12 62 - 25132 7i 66 23J32 71 4 4 1 12 1 112 37/ 8 3718 29 3/8 29 3/8 50518 54518 1 1 2 2 See Sheet 2 For Fastener Installation Illustrations showing locations of Fastener spacing dimensions Et, Eb, Eh, Es, Li, L2, L3 and centerline of head/sill requirements shown in the tables above, E 5 8 x Z5 E 3 -,v zc5 E o o13 ; vic, M -:6 E b yr Date. 3102/07 Scale. NTS Drawn By: RJA Checked By: Jill Drawing No. FLEX22320 Sheet 3 of 4 No, 8 Wood and TaQping Screw Foste,er Locatio Tables — Ser es 200C} Single Huna Ful€ and Half Radius Head Windows Series 2060 Half Radius and Full Radlus Haad SH Windows Modular Call Buck Width and Height No. 8 Wood Screw Locations Size Width Height Full Rdius) Haight Haff Radis) Eh(E. Et Eb Lt L3 lnstallatian No. 2024 2030 2038 23 12 23 12 23 12 28 25t32 3625132 2544 32 3023/32 323132 46 23 3Z 4 4 4 2 2 2 412 4 112 4 12 12 t 5 12 1219 EL2 3 3 3 2040 2044 23 1248 23 12 25132 52 25132 5023132 54 23/32 4 4 Z 2 4 12 4-1 /2 21 12- 2312 3 3 2050 23 12 1 60 25/32 62 23/32 4 2 1 4112 29 314 41 2 2060 23 12 71 71 4 2 41/2 293t4 45 2 2424 2434 2438 27 12 27 1/237 27 12 29 3/32 3132 45 3132 3113132 39 13f32 4713/32 4 4 4 2 Z 2 412 4 12 412 12 15 1/23 1912 3 3 2440 27 1249 3132 51 13132 4 2 41/22112 3 2444 27 12 53 3/32 5513/32 4 2 412 2312 3 2450 27 12 61 3/32 1 6313132 4 2 4 12 29 3/4 41 2 2460 27 12 71 1 71 4 2 4 12 29 314 45 2 2824 31 12 29 7/16 32 1/16 4 2 412 12 3 2830 31 12 37 7/16 40 1/16 4 1 2 1 412 1512 3 2638 284Q 31 V2 31 12 45 7116 49 7/16 48 1/16 52 1/46 4 4 2 2 41/21912 41/22112 3 3 2844 31 12 53 7/16 56 1/16 4 2 412 2412 3 2850_ 31 V2 61 7/16 64 1/16 4 2 4 12 29 3/4 41 2 2860 31 1/2 71 71 4 2 41/2 293/4 45 2 303Q24 35 12 29 25/32 32 23/32 4 2 4112 12 3 30 35 12 3725132 40 23/32 4 2 4 12 15 12 3 3038 35 12 45 25t32 48 23/32 4 2 4 12 19 12 3 3040 3044 35 12 35 12 4925132 53 25 32 52 23t32 23/32 4 4 2 2 4112 4 12 21 1 t2 25 12 3 3 3050 3060 35 12 35 12 61 25132 74 64 23f32 74 4 4 2 Z 4 12 4 12 29 3/4 29 3/4 41 45 2 2 3424 39 12 30 3/32 1 3313132 4 2 412 12 3 3430 3438 39 12 12 38 3132 46 3/32 4113132 49 13t32 4 4 2 2 412 4-1 f2M9112 1512 3 3 3440 3444 3450 39 39 112 39 12 39 12 5Q 3t32 54 3/32 62 3l32 5313f32 57 13/32 65 4 3I32 4 4 4 2 2 Z 412— 412 4 1241 3 3 2 3460 39 12 71 71 4 2 411245 2 3824 43 12 30 7116 34 1/16 4 2 412 3 3830 3838 3840 43 12 43 12 43 12 38 7/16 46 7/16 50 7116 42 4/46 50 1/16 54 1/16 4 4 4 2 2 2 412 412 412 2212 3 3 3844 43 12 54 7116 58 1116 4 2 412 2612 3 385Q 43 12 62 7f16 56 1t16 4 2 4 12 29 3t4 41 2 _ 3860 43 12 74 _ 71 4 2 4 12 29 314 45 Z 4024 _ 4Q30 4038 4Q40 4044 4_7 1_2 47 12 47 12 47 12 47- 112 3025132 38 25t32 46 25132 5025132 54 25f32 34 23132 42 23t32 50 23/32 54 23/32 58 23l32 4 4 4 4 4 2 2 2 2 2 4 42 4 12 4 12 4 12 4 12 1 Z 15 12 49 42 22 12 26 1/2 3 3 3 3 3 4050 4060 47 1 f2 47 12 62 25/32 71 66 23132 71 4 4 2 2 4 12 4 ITT 29 314 _ 29 3t4 41 F45 2 2 r----- Series 2W Half Radius and Full Radius Head SH Windows Buck Width and Height No. 8 Wood Screw Locati—a CommodityiCallSize Width Height Full Radius) Height Half Radius) Eh7Fs Et Eb Li L2 L3 Enstailadon No. 12 18 1118 2513116 27 5/16 4 2 41t2 1012 3 13 14 18 1t8 18 118 38 3116 50 7/16 3911/16 5115116 4 4 2 2 412 412 17 23 3 3 - 145 15 18 178 18 1/8 56 1/16 62 13116 57 9/16 64 5116 4 4 2 2 412 4 42 26 29 3/4 45 3 2 16 18 1/8 71 1 71 4 2 412 293/4 57 2 1H2 25 42 25 7116 28 9/16 4 2 412 101/2 3 i 1H3 25 12 3813/16 4015f16 4 2 412 17 3 f 1 H4 25 1251 1116 53 Y16 4 2 4 12 23 3 1 PA 25 1/25611/16 5813f16 4 2 41/227 3 1H5 25 12 63 7116 65 9/16 4 2 41/229314 45 2 1 H6 25 1271 71 4 2 4 12 29 3/4 57 2 I 31-12 29 12 26 73/96 29 11/48 4 2 4 12 10 12 3 3H3 29 12 3913/96 4129148 4 2 412 17 3 3H4 29 12 5137/96 5341/48 4 2 41/2 23 3 3H45 29 12 57 1/96 5923/48 4 2 412 27112 3 3H5 29 12 63 73/96 66 11/48 4 2 4112 1 29 314 45 2 3H6 29 12 71 71 4 2 4 12 1 29 314 57 2 22 36 27 5/16 30 5116 4 2 412 1012 3 23 36 3911116 4211116 4 2 412 17 3 24 36 5115/16 5415/16 4 2 412 23 3 245 36 57 9/16 60 9116 4 2 4122 2812 3 25 36 64 5l16 67 5/16 4 2 4 12 29 3/4 45 2 _ 26 36 71 71 4 2 4 12 29 314 57 2 482 47 28 7132 32 5/32 4 2 412 1012 3 i 483 47 4619132 4417/32 4 2 412 17 3 -- 484 47 5227132 56 25/32 4 2 4 12 1 25 3 4845 47 58 15132 62 13f32 4 2 4 42 29 3/4 3 485 A7 65 7/32 69 5132 4 2 4 12 29 3/4 45 2 47 71 71 4 2 412 29 314 2 32 52 4f8 1 28 21/32 33 4 2 4112 10112 3 33 52 1!8 41 1132 4512132 4 2 41/217 3 34 52 118 53 9/32 5720/32 4 2 41/2 25112 3 345 52 118 5829132 63 W32 4 2 1 4112 29 314 45 1 35 52 1 /8 65 21l32 70 4 2 4112 29 314 45 2 36 52 1/8 71 71 4 2 412 293t4 57 2 Fosterer Location Table Notes: 1) All dimensions Shown token from the buck width or height of the window frame. 2) Based on the Milestone Series No. and sae of the window to be installed, enter the correct table above to determine the locations of the No. 8 Wood or Topping Screws based on either Installation No. 2 or No. 3 illustrations on Sheet 2. The applicable installation illustration is noted in the table. The full radius head frame is shown, but illustrations also applicable to half radius head window (see elevation for edge distances at frame head (Et). 3) Install the No. 8 Wood or Topping Screws at the locations shown in the table. Tolerance is 4) An installation fastener is required at the centerline of the head and sill for all window sizes. Date: 3/02107 Scale: NTS Drawn By: R7A Checked By:)H See Sheet 2 for Fastener Instottation Illustrations showing locations of Fastener spacing dimensions Drawing No. FLEX22320 Et, Eb, Eh, Es, Li, L2, L3 and centerline of head/sitt requirements shown in the tables above. Sheet 4 of 4 a 1, PL) AL at, Application No: RgC_EIVEBI JAN 10 2011 BY: 0 o % CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Le 0 Documented Construction Value: $ 0 q0 Job Address: J 2-6 e, T Parcel ID: 31-11) — 31- Historic District: Yes D No 0 Zoning: Description of Work: `5 (-4 t H t-,-Pfi i/? Plan Review Contact Person: Rkelc- L e)Vt4e_<;iV_, Title: /0 1-1, Phone: qtO V 4 3 Fax: t(e 7 '3 Z'2' - 1F It l E-mail: Property Owner Information Name Phone: Street: 1 12, t e- 7- Resident of property? City, State Zip: o Lt_ 3 _'-7 -7 Contractor Information Name Phone:-7 Street: Cc) Fax: qr -7 3 4 z - City, State Zip: td ),C It-1.0 t 1 _3 j, -7 State License No.: Ce' 6 f Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit 9 Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical rl New Service - No. of AMPS: Mechanical 11 (Duct layout required for new systems) Plumbing 0 New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: I 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. 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. 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. NOTICE: In addition to the requirements of this pen -nit, 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. J Signature ofOwner/Agent i Date 0 Print Owner/Agent's Name Signature of Notaiy ,XaVof Florida Da LVI., NAHED GEORGY My COMMIS,91ON # OD734985 EXPIRES November 18.2011 L(407)396-01 5, Owner/Agent is y " Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: *d / - I 1, 1,/ UTILITIES: ENGINEERII FIRE: COMMENTS: zt-46 Signature of Con r—actor/1<gent Date 9 I'll Print Contractor/Agent's Name Florida Date NAHED G 0E RGY GOOMJ'381014 # D07,34985 EXPIRES November 1, 3, 2011 ce Contractor/ Agent is VPersonally Known to Me or Produced ID _ Type of ID WASTE WATER: BUILDING: Rev 11.08 ltifill (if fillip 14 an IN " 11111 WIN 11111111 THIS INS RUMENT PREPARED BY: MARYANNE MORSE, CLERK OF CIRCUIT COURT Addriiiiss -T,-) U." Lt L) SMNOLE COUNTY Z" -/ Is 5FLNU MOLE COUNTY` BK 07510 Pq k0,01StateofFlorida'4 (Ipg) CLERKIS # 201jtl_wii3333 RECORDED 01/10/20011 C'hOhI9:101. PH RECORDING FEES 10.00 NOTICE OF COMMENCEIVIEWDED BY T Saith Permit Number Parcel ID Number(PID) The undersigned hereby gives notice that improvement 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, DESCRIPTION OF PROPERTY (Legal description of the property and street address if available) Ctj 3x1-0 P0 t3 Oct -7,-,> GENERAL DESCRIPTION OF IMPROVEMENT Z:) /tl 4L-_ At, P14 Iit , OWNER INFORMATION Name and address: ) 10 I "12 wasi CONTRACTOR Nameandaddress: IV/ a 3 Z. 7 Persons within the State of Florida Designated by by Section 713.13(1)(b), Florida Statutes. Name and address: er upon whom notice or other documents may be served In addition to himself, Owner Designates To receive a copy of the Lienor's Notice Section 713.13(1)(b), Florida Statutes. M N Expiration Date of Notice of Commencement: The expiration date is I year from date of recording unless a different date Is specified. Yb A 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 RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STfi\TE Of FI - QRIDA COUNTY ) OF SEMIN LE AX, XWaz X _7 / ( OWNERS SIGNATURE OWNERS PRINTED NAME NOTE: Per Florida Statute 713.130) (g), owner must sign....., and no one else may be permitted to sign in his or her stead." The foregoing instrument was acknowledged before me this day of ZQIL— by a2eff4 ia ne h- I I Who is personally known to me Name of person making statement OR who has produced identification —type of identification produced VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES. UNDER PENALTIES OF Pi,RJURY, I DECLARE THAT I HAVE REA T FIFOREGOING AND THAT THE FACTS STATED IN IT ARE Tl(UE TO TlAt BLSyQF MY KNOW EDG D BELIEF SIGNATE OF NATURAL/SON SIGNING ABOVE R.. Ab'46-AW_00' ROPE-IliT E, HOUSTON J Public - State of Florida 4_' 1-1-1k, "_ NotaryPslo 2011 1 ( My Commission Expires Apr 3, 2011 Commission Do 6584 9 A* MV Commission # DO 658479 lio ThroughNationalNotary Assn BondedThroughMa y of ~~a"""~~""= PERMIT CHECKLIST - Residential ITEM NOTES DONE 1 Permit Application (completed) 4 Plans / Construction Dwgs - sealed 5 sets 5 Truss Engineering - sealed 2 sets 6 Florida ENERGY Code Forms - si2ned 3 sets 7 Soil Analysis/Compaction Report 8 Driveway Permit (Engineering Dept) 9 Notice of Commencement (true coey) 10 Utilities: Utility Availability form (City Water/Sewer) Well Permit Septic Permit -or- Receipt of Application 11 Arbor permit (if trees being removed) 12 Engineering / Product Approvals Window Engineering Door Engineering Garage Door En2ineering 2 sets 2 sets 2 sets 2 sets 13 Workers Comp - copy 14 City Historic Board approval 15 Homeowners Association approval Board of County Commissioners Wumm uRDER SEMINOLE COUNTY, FLORIDA Work Order Number: ---- 29 Master Agreement No,: C-2184-07JVFT Dated: December 26, 2007 Master Agreement Title: HIP Affordable, Housing R pair Project Title: _______,,;HIP Home Rqp& tl 28 Mara Ct (Sanford) - Campbell Contractor: Corinthian Builders, Inc. Address: P. 0. Box 950850 Lake Mary, FL 32795-0850 ATTACHMENTS TO THIS WORK ORDER: METHOD OF COMPENSATION: X] Scope - Inspection Report - Attachment "A" [X] fixed fee basis X) Addendum - Attachment "B" time ba sis- not -to -exceed X) Quote Form - Attachment "C" time basis -limitation of funds XJ Ship Standards- Attachment "D" [X] retainage shall be withheld TIME FOR COMPLETION: The Work to be provided by the CONTRACTOR shall be substantially completed as described in subsection 14.13 of the General Conditions, within sixty [§0) galendar days after the date when the Contract Time begins to run as provided in subsection 2,2 of the General Conditions. The Work shall be finally completed, ready for Final Payment in accordance with subsection 14.9 of the General Conditions, within thir:ty (30) calendar days after the actual date of Substantial Completion, Failure to meet the completion time shall be grounds for Termination of both the Work Order and the Master Agreement for Default. WORK ORDER AMOUNT: FORTY-TWO THQQ56UD FQRTY AND 25/10Q DOLLAR5 (142,040.25) i -WiTNESS WHEREOF, the parties hereto. have made and executed this Work Order on this day of e- 20 vc> for the purposes stated herein, oVrint ian Builders, Inc CORPORATE SEAL) Date: BOARD OFCOUNTY COMMISSIONERS SEMlNDLE By Date: , Fz— I I L? OC ON Auauthorized by5ection3,5545ominole County Administrative Code. CERTIFIED Copy 010 Seminole County Property Appraiser Ge... Dt,va? FRbPIERTY APPRAISER i 1104 Z•,FUV,7 51 GENERAL Parcel Id: 31-19-31-505-0000-1450 Owner: CA MPSEL L KEN N ETH E & IDEL LA L Mailing Address: 1428 MARA CT City,State,ZipCode: SANFORD FL 32771 Property Address: 1426 MARA CT SANFORD 32771 Subdivision Name: SAN LANTA 3RD SEC Tax District: SI-SANFORD Exemptions: 00-HOMESTEAD (1995) Dor: 01 -SINGLE FAMILY R-110992MM 2011, 2010 VALUES warkinv Certified Value Method Cost/Market Cost4&rket Number of Buildings 1 1 Depreciated Bldg Value 61,995 65,568 Depreciated EXFT Value 0 0 Land Value (Market) 15,000 15,000 Land Value Ag 0 0 LfIfIA-1i I _" f_Y± L" f?, 76.995 80,568 Portablity Adj 0 0 Save Our Homes Adj 11,297 16,597 Amendment I Adj 0 0 Assessed Value (SOH) 65,698 63,971 Tax Esttmntor Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 65,698 40,698 25,000 Amendment I adju-.ment is not applicable to school a5ses_%nent) Schools 65,698 25,000 40,698 City Sanford 65,698 40,698 25,000 SJWM(Saint Johns Water Management) 65,698 40,698 25,000 County Bonds 65,696 40,698 25,000 Potential Pof tabdr AM UUM Is $11,2q7 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed Date Book Page Amount VaclImp Qualified SPECIAL WARRANTY DEED 05/1994 02779 1284 $60,000 "roved Yes 2010 VALUE SUMMARY SPECIAL WARRANTY DEED 0311994 tQ7,l`5 C; 1.4L 4 V8,500 Vacant No 1 Tay, Amount (without SOH}: $809 QUIT CLAIM DEED 07/1992 O2401 0047 $1,000 Vacant No 10 Bill Amount $611 WARRANTY DEED 0811986 01765 GE12 $133,200 Vacant Na 19 WARRANTY DEED 0811986 017'66 0511 $133,200 Vacant No 2010 Certified TaxatAe Value and Tares WARRANTY DEED 0611986 01747 1321 $27,000 Vacant No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS WARRANTY DEED 0311982 01402 01 23 $10,100 Vacant No LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLAT& Pick.., LOT 0 0 1.000 15,000.00 $15,000 i LEG LOT 145 SAN LANTA 3RD SEC PB 13 PG 75 BUILDING INFORMATION Est. Cost Bid Num Bid Type Year BIt Fixtures Base SF Gross SF Living SF Ext Wall Bld Value New f1AII I/ 100A a I naA I AQa I n9A IPICTl Ir'll, C'IKIKZLJ scpafl.org/.,./re_vieb.semiiiole-countyLt... 1/2 CORINTHIAN BUILDERS. INC. Mailing Address Physical Address IfP.O. Box 950850 2175 MARQUETTE AVENUE LAKE MARY, FL 32795-0850 SANFORD, FL 32773 Phone (407) 403-5658 111-1-111.1 ............... CGC 058246 Fax (407) 322-8641 I ........... -.......", .................. SCOPE OF WORK Date: January 5, 2011 Address:11428 Mara Ct. Sanford, Fl 32771 1 Re -roof 2. Plumbing re -pipe 3. Remove and replace tub. 4. Remove and replace kitchen cabinets. 5. Remove and replace A/C, 6. Replace front door. 7. Replace tile in both shower and tub area. 8. Upgrade smoke detectors and GFCI's. CORINTHIAN BUILDERS. INC. Mailing Address Physical Address P.O. Box 950850 2175 MARQUETTE AVENUE LAKE MARY, FL 32795-0850 17 SANFORD, FL 32773 Phone (407) 403-5658 CGC 058246 Fax (407) 322-8641 I .............. ............. I ............ ....................... - .......... --1-.1-__ ........... -1 ........................ SCOPE OF WORK Date: Janua[y 5, 2011 Address:1428 Mara Ct. Sanford, Fl 32771 1 Re -roof 2. Plumbing re -pipe 3. Remove and replace tub. 4. Remove and replace kitchen cabinets. 5. Remove and replace A/C. 6. Replace front door. 7. Replace tile in both shower and tub area. 8. Upgrade smoke detectors and GFCl's. t Florida Building Code Online Page I of 2 gy 8CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search fi)Product Approval e, USER: Public User product ;La,o.;aMenia > E —0d.ct qrAWhcalar_i Seqrc1, > > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL9792-RI Revision 2007 Approved Atlas Roofing Corporation 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 770) 933-4477 etodd@)atlasroofing.com Ed Todd etodd@atiasroofing.com Ed Todd 2000 Riveredge Pkwy Suite 800 Atlanta, GA 30328 770) 933-4477 etodd@atiasroofing.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 Underwriters Laboratories Inc. 03/01/2011 John W. Knezevich, PE F Validation Checklist - Hardcopy Received EL9222 Rt__QQI Trinity ERD er ifjc iron of Independence. Standard year ASTM D3161, Class F 2003 ASTM D3462 2004 ASTM D6381, Class H 2003 ASTM D7158, Class H 2005 TAS 100 1995 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paran,i=wGEVXQwtDqs2cHSPuW'Fx... 11/17/2010 I Florida Building Code Online Page 2 of 2 TAS 107 1995 UL2390, Class H 2004 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/11/2008 Date Validated 12/23/2008 Date Pending FBC Approval 12/30/2008 Date Approved 02/03/2009 of Products IFL # JiModel, Number or Name 9792,1 Atlas Asphalt Roof Shingles Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant- N/A Design Pressure: N/A Other, Refer to ER Section 5 for Limits of Use and ER Section 6 for Installation Requirements. escrietion ibex lass reinforced asphalt ro2Lshingles. installation Instructions 21 p S h i n LE'LpAf _AS _tj Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports 1`1-9792 R1 AE_erj218g_ff1NAL_ATLAS FL9792- t1 Asphalt ShingLes.f Created by Independent Third Party: Yes F r- -- - - r Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Fax (850) 414-8436 0 2000-2010 The State of Florida, All rights reserved, auyAqx§mj%m n I Statement I ACCe i itlty Statement I Plug-in 59-ftw-r I m r ryi ry IQn tj Product Approval Accepts: El l EE MI at 111*--!-4%4 http://www,floridabuilding.org/pr/pr_app_dtl.aspx?paraiia=wGEVXQwtDqs2cHSPuWTx... 11/17/2010 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353CHRISTIANSTREET UNIT#13 U 1'[ ' UV~N H N '-/ OXFORD, CT 06478 PHONE/ (203)262-9245 FAX: (203)262-9243 EVALUATION REPORT Atlas Roofing Corporation Evaluation Report A12620.12.08 2000 River Edge Parkway FL9792-Rl Atlanta, GA30328 Date of Issuence:12/18/2008 SCOPE: This Evaluation Report is issued under Rule 96-72 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nierninen, P.E. for use of the product under the Florida Building [ode and Florida Building Code, Residential Volume. The products described herein have been designed tocomply with the 2007 FB[and 2007 FBC Residential Volume. DESCRIPTION: Atlas Asphalt Roof Shingles LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. For HVHZ, shingles shall be labeled in accordance with Miami - Dade requirements. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nierninen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words"TrinitylERD Eva|uated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5. Prepared by: Robert J.M. hJiemm;meo/ P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized This does not serve as an electronically signed document. Signed, sealed hardcopies have been blan'"' itted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: I . rrin/ty|exo does not have, nor does /t intend to acquire or will it mqu/re, v n000c/a/ interest in any company manufacturing o, distributing products /tevaluates. z TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. s. Robert Nierninen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert m/cmmen' P.E. does not have, nor will acquire, u financial interest in any other eou,v involved in the npvowm process of the product. ROOFING SYSrEmsEVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: Atlas Asphalt Roof Shingles, as produced Atlas Roofing CorporaUon, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property tp!3dard Year 1507.2.5,1533.6.5.1 Physical Properties x5Tmo]*62 2004 1507.2.5' 1507.2.10 Wind Resistance A5TMD3z§z,Class F 2003 150*.1.2, 1509.5.2 Mechanical Uplift Resistance xSTM D638/, Class 2003 1507.2.10 Wind Resistance ASTM D7z5O,Class n 2005 1504.1z' 1609.5] vvmg Resistance UL2]90,Class M 2004 1523.8.5.1 Wind Resistance TASz07 1995 1523.8.5.1 Wind Driven Rain TASIUU 1995 R9052.4 Physical Properties xSTwD3462 2004 n905.2.*. 1, R905.3.6.1 wind Resistance A5TM D3151, Class F 2003 n905.I6.1 Wind Resistance A5TMo7z58,Class o 2005 3. REFERENCES: Enjily EXaMination Referel3ce Date AT (rST1558) Wind Driven Rain TAS 108 01/30/1998 pnI(TST5878) Physical Properties xSTMo]462 01/13/2005 Pnz (T5T5878) Physical Properties ASTM o3462 10/12/3007 Pnz(rST5878) Wind Driven Rain TASzOO 07/09/2003 pnI (T5T5a78) wind Driven Rain TA5 100 02/03/2005 pe/ (TST5878) Wind Driven Rain TAS 100 02/28/2008 UL(TSTz74O) Physical Properties A5TMD3452/R405Z 09/17y3002 UL(TSTzz4O) Physical Properties ASTmo34O2/n*05J 03/02/2006 uL(TSrz74O) Physical Properties A5TMD34b2/n*O52 11/14/3007 uL(TST 1740) Wind Resistance TAS 107 06/09/1999 UL(T5T174O) Wind Resistance TxSzO7/O2mn§989 03/04V2002 uL(r5Tz74O) Wind Resistance TxS1O7 05/06V2005 UL(T5Tz74D) Wind Resistance TASzO7 09/15/2005 uL(TSTzr4O) Wind Resistance TASzO7/O7[A2§30] 08/31/2007 uL(TSTz74U) Wind Classification 07mK22063 04/29/2008 Miami -Dade ([Exz592) vHZConnp||once 05'0301.09 03/17y2005 Miami -Dade (Ccnz592) HvnZ[onnp|iance 05-0120.02 08/04V2005 Miami -Dade (Csn1993) HvnZ[omp|iance 05-0120.03 08/04/3005 Miami -Dade (Csn159a) HvHZ[nmp|iance 07'0329.01 08/1e/2007 Miami -Dade (csnz592) MvHZCnmpUance 07-0927.06 04/10/2008 uL(QUA z74]) Quality Control R4052 Current Exterior Research and Design, LLC. Evaluation Report 412620.1z08 Certificate *rAuthorization #*sos FL97e2-ez Date ofIssuance: 12/18/2008 Page 2ofS TRINITY, ~ o K O w o =`~ 4. PRODUCT DESCRIPTION: 4.1 GbssMaster25, StormMasterBlaLe and Chalet are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Stratford is a fiberglass reinforced, non -laminated architectural roof shingle where the dimensional appearance isestablished through agranule overlay feature. 4.3 Pinnacle 35 and SLormMaster LM are fiberglass reinforced, laminated asphalt roof shingles, S. LIMITATIONS: 5.1 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.2 : 5.2. 1 All Atlas shingles noted herein are Classified in accordance with FBCTab|e l5O4.1.2toASTM D6381, Class M and F8C Tables 1507.2.10 and R905.2.6.1 to ASTM D3161, Class F and ASTM D7158, Class M, indicating the shingles are acceptable for use in all wind zones up to 150 mph. Refer to Section 6 for installation requirements to meet this wind rating. 5.2. 2 Classification by this method applies to buildings less than 60 feet high and with Wind Exposure B and C only in an Occupancy Category of or II. 5.2. 3 For buildings falling outside the constraints in 5.2.1 or 5.2.2, calculations by a qualified design professional in accordance with UL239U/ASTM D7158/A5CE 7 may be conducted for the specific project with data for the specific shingle, Reference: FBC 1609.5.2. Contact the shingle manufacturer for data specific to each shingle. 5.3 : 5.3. 1 Shall not be installed on roof mean heights in excess of33 feet. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Ru|e9U-72. 6. INSTALLATION: 6.1 Non-HVHZ: 6.1. 1 Undedayment: 6.1. 1.1 Undedayment shall be acceptable to Atlas Roofing Corporation and shall hold current FBC Approval, or be Locally Approved per Rule 9B-72, perFbC Sections 1507I3and/or 1507l4. 6.1. 2 Asphalt Shingles: 5.1. 2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, but not less than four (4) fasteners per shingle in accordance with the requirements ofFBCSection 1507.2orFBC Residential Volume Section R905.2. 6.1. 2.2 Fasteners and fastener placement shall be in accordance with manufacturer's current published installation instructions. 6.1. 2.3 Where the roof slope exceeds 20 units vertical in 12 units horizontal (166-percent slope), special methods offastening are required. Exterior Research and Design, LLc. Evaluation Report xtao2o.z2.ua Certificate orAuthorization #esoa FLe7e2-Rl Date pfIssuance: 12/1u/ anna Page so,s TRINITY [l u xxmnux v '` 6.2 HVHZ: 6.2.1 Shingles and Mash|ngsshaU be installed inaccordance with RAS 115. 6. 2.2 The manufacturer shall provide clearly written application instructions to be used in conjunction with RA5 115. Should a particular section of the installation instructions conflict with R4S 115, the requirements ofRAS 115 prevail. 0. 2.3 Nail placement requirements are as detailed below. 6. 2.3.1 GlaysMasterZ5 S rmMas r O. Z.32 Bete: 5. 2.33 Chalet: MM MW Exterior Research and Desion,uc Evaluation Reportxz2o20.z2.no Certificate vrAuthorization #y5os FLe7e2-nz Date vfIssuance: 12/zo/zuoa Page 4mvs TRINITY ERE) 3o\/2" NAILS 6.2.3.4 Stratford: T 51' 6.2.3.5 Pinnacle 35and StonnMasterLM: 7. LABELING: Each unit shall bear a permanent label with the manufacturer's name, logo, d4\ state and logo of the Accredited Quality Assurance Agency noted herein. For HVHZ, shingles shall be labeled in accordance with Miami -Dade requirements. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having ]uhsdiction in order to properly evaluate the installation ofthis product, 9. mYAmurxCTupIwG Pu\mTS: Contact manufacturer or Quality Assurance Entity for specific information on which plant produces which products: Ardmore, OK; Franklin, OH; Hampton, GA; Daingerfield, TX; Mericlan, MS 10. QUALITY ASSURANCE ENTITY: Underwriters Laboratories - QUA1743 END OF EVALUATION REPORT - Exterior Research and Design, LLc. Evaluation Report A12620.12.08 Certificate orAuthorization #ssoo FL97e2'mz Date pfIssuance: t2/ta/zooe Page 5pfs Florida Building Code Online Page I of _3 V, q BCIS Horne Log In User Registration Hot Topics SUbr'ift Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Application Detail FL # FL10599 Application Type New Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 sjasperson@tttechnologies,us Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Wendell W, Haney developed the Evaluation Report Florida License PE-54158 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 Validated By L.F. Schmidt, P.E. r, Validation Checklist - Hardcopy Received Certificate of Independence EL10599 RQ_COT CEFT OF INDEPENENCE pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Accepted Engineering Practice TAS 201, 202, 203 Year 2007 1994 bttp:llwvv,A,.floridabuilding.orglprlpr—app_dtl.aspx?param=wGEVXQwtDqtfYBJ2%2fT\471... .3/19/2010 T'HERMAgTRU 0 THEP,MA TRU DOOPS 1"01JsTPtAt - D R ., FOGERTON, 011 4351 7 TEL. (4 1 13)2913-1 740 PREMIUM"& CONSTRUCTION" SERIES STEEL DOOR INSWING / OUTSWING IMPACT" GENERAL 1,101[S 1. This product has been evolualed and is in comptionne with the 2007 Florida Building Code fFBC) structural requirements including the "High Veic<jty Hurricane Zone" JHVHZ). 2. Product anchors shall be as listed and spaced as shown an details. Anchor Embedment to base material shall be beyond wag dressing or stucco. 3. When used in the 'l-IVI-IT'lhis product complies with section 1626 of the Florida Building Code and does not require an impact resistant catering. ng. 4. When used in areas outside of the bome debris protection this product complies *tf,. Section 1609.12 of the 2007 FBC and does not require an impact resistant coveting. This product meets missile Jovc)'Tand includes Wind Zone 4 as defined inASTM El 996, 5. For 2x stud framing Construction, anchoring of these ur,45 shall be the some as that shown for 2x buck rnasonry construction, 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed Engineer or registered architect. 7. Cutswing configii ations using coastal outswing ilem # 31 meet water infiltration requirements for 11MITI. 8 Inswing configurations and oulswiN configurations when usii19 item # 38anditem #?3d not meet ' the water infiltration requirements for the'l-tvHr'. In wino units shall be installed only in non-notalable areas or a, habitable locations protected by an overhang or canopy such that the angle between the fdQocf C0110PY of overhang to sill is less than 45 clegioes+" 37,75'MAX, FRAME WIDTH 36.09'MAX PANET.. WOTH 7"lum" & ToNsmaqvqw—saff Ovmw bfsloti PPE"SURE (?SF) SWING FRAMJ5 DIME,VS1014 PfOSJTIVE MEGATIVE INSWOIG 37.75" x 82.09' 47,0 -5&0 OUTSVIVING 37.75" x 80.0" 50.0 -.50.0 z a s f 04 EXTERIOR 7\77- x J a n a a / r ( a< INTERIOR v 30836.Off MAX. 88 l E ti DOOR -{ PANEL WIDTH I a HORIZONTAL CROSS SECTION b3S' -h --1:1-1,bb l f 4 It OTT RAIN s., VoOTOPRAHvonoL, er-oknied O 0. i t S woaocom oste EXTERIOR INTERIOR n a1 (3cnCteraso one ° ' a a 0 2 j i r 2.625' -f -- J--- --- f CC) o0ij U cn l38 waa i. LOCK BLllOCK 40 AREMIllM S£RiES DOOR PANEL r3l:3" C z w7 S/77 OR z s^vzs: N.T.S. ° t 4 WOOD HINGE SIDE llllE / 3 WOOD_ LATCH SiD£_ST12£ 0 w- er: AL c L -- _VERTICAL CROSS SECTION . a-,WWN 3 L2_ j Nux5 Na -- FL-10599, i u SHE-.7 2 OF R jA) "C:ONSTRUCTIONSERIES" EXTERIOP. NT ; V N x T Imo 030 o nor o INTERIOR a man m 9 38 b 36.CCr' MAX. DOOR - o PANEL WIDTH HHOR—IZONTAL CROSS SECTION z o< no N Fey N OtY y EXTERIOR INTERIOR a a o m n TOP RAIL BOTTOM RAIL! f q I Y Fnger 7oinied S wood co ipovie por derosa pine - wcz z 1' o Zz0 ID w v CONSTRUCTION SFRIFS DOOR PANEL 67"'' j lA Or 41-moz J m 4 17 08 iWOODN1NGFSlDFS11tF3WOOD !AT{H SlDF STl1F o SCALE N.T.S. AL 2 VERTICAL CROSS SECTION C N sy, WWH s DRAWING NO. 2 FL— 10599.1 0 0 SHEET _L OF fi 100-Irm-] Oil 52 z z 1 V4 tWIN EM3 ITYP HORIZONTAL CROSS SECTION c nf;gvo',)n INTERIOR so ( 40 DO Zya10 EXTER;OR 00 20 E 1 114" MIN, EMB, JTYP') HORIZONTAL CROSS SECTION concrete screws for y+ood screws per JOR SecticT, 1714.5.4.2 of 11)c FRC INTERIOR g 5 C, x0Iam IOR ' 7 EXTERIOR 401so0 LL020,— C, StNK iTyp) CE) 2 HORIZONTAL CROSS SECTION 4lns—,,g ts LLiYz z L I i M'!'N EM,B fTYPj E 4/ 17/08 LF N.T.S. AL 6y; WWI-! WWI —.0 — — FL— 10599, 1 4 V MIN, FROM 1'MIN. FROM MASONRY EDGE MASONRY EDGE TYP,) t 2-1/2"PAN -FROM 2-i/2" MIN.FROM i MASONRY EDGE - MASONRY EDGE w TYP.) jTYP,) z z ° p? e z U Q L CDj I ? N o m 1 m _ Y G i+.. c or `3 0 60 40 8 / EXTERIOR INTERIOR8Q Q lINTERIOR EXTERIOR INTERIOR EXTEP!OR i VERTICAL CROSS SECTION z > 1$ 2 5 msmn con6gurati n VERTICAL CR 40OSS SECTION Shown to sX sub -Duck wood screws Q E concrete screws for wood screws per Section 1714SA 2 of the FBC NTERIOR EXTERIOR F 0 60 a W r ED J, 2 112' MIN FROM 2-U2 MIN FROM EXTERIOR INTERIOR iz MASONRY EDGE — -- MASONRY EDGE <n TYP.) { TYP.) 60 to p ZaU _n 33r 4 VERTICAL CROSS SECTION a 40 E Q Oulswing configuration s. see general note 8, sheet 1 — O for "HVHZ" water infiltration •= u' -- requirements n a e t N i 2. 1(2"MIN. FROM 2-1 /2" MIN. FROM „ o 2-1/2"MIN. FROM 2-1/2' MIN, FROM MASONRYEDGE --« . __ MASONRY EDGE --- — MASONRY EDGE — -- MASONRY EDGE jTYP,) {TYP.) (iYf.) { TYP.} SCALE: N. T. S. 3VERTICALCROSSSECTION5VERTICALCROSSSECTIONowc. e AIL Inwnngconfiguration5Oufswingconfigurationseegenera! note 8, sheet 1 see general note 7, sheet I Cm. BY. WWH s for " HVHZ" wafer iniitralion for'-H'VHZ' water infiltration DRAWING NO.: ° requirements re ' cements q`10599.1° fL- SHE5 OF MASONRY OPENING 2X BUC SEE HINGE DETAIL I 6 O 7 z f o 6 UOV MASONRY _ OPENING FRAME N S z_ S base , L C DETAIL — (OUTSWING —^ z JSEE NOTE 2 _ =Q E INSWING SEE NOTE 2 41 —1 i— y Ii— 6" BUCK ANCHORING HINGE JAMB FRAME ANCHORING Masonry 2X buck construction NOTES: I. Ild" Elco Concrete screws anchoring 2x buck require a minimum I" clearance to rnosonry edges, a 1-114" rninimvm embedment and a minimum 4"clearance to adjacent cancr'ete screws. Substitution of equal concrete screws from a different supplier may have different cedgedistanceandcenterdistone requirements. Concrete screw locations of the comers may be adjusted to maintain the minimum edge distance to mortor pots. 0 Concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to manorjtornts, additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded_ 2, 112, ITW concrete screws anchoring from& andlor silt require a minimum 2-112" clearance to masonry edges, a 1-114" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equoi concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners may be adjusted to maintain the minimum ecoe distance to rnohar taints If C el sue. w i t t < " F P" m SEE HINGE oncry e -l.ev~ o_o ions no ed a_ MAX. ON C_NTE,, must be odtusted to maintoir, the rninimvm edge distonce fo rnoriarjoints, additionol Concrete screws may be required to ensure the maximum on center dimension is not exceeded. HINGE DETAIL I 0O< STRIKE JAMB 1 NZ iO K z Cep Z Z J-- U g Zp LA8 DEADBOLT DETAIL U E z LATCHUCM m` n I HINGE DETAIL 2 ail£ 4117108 SQVt: N.T.S. an:. BY7 AL trot- ar: WWH FL— 10599.1 s. m 6 or 8 0 0 SEE HiNr DETAIL SEE HINGE DETAIL HINGE JAMS 7- MASONRY OPENNIG FRAME I X BUCK FRAME ANCHORING Masonry 1 X buck, cons"'Uction I. 114" ITW concrete screws anchoring frame and/or sill require a minimum 2-) 12" cleatonce to masonry edges, a 1- 114" minimum embedmen', and o m)n!rnijm 3" clearance to adjacent concrete screws. Substitution of equolconcrefe screws from a different suppler may have dJfete,)f edge distance and c&nlet disionce redurrements. Concrete screw tocat)ons of the corners may be adjusted to rnog,ks;n the nvlirnurn edge distance rc!-no,fa,jowifs. If Concrete screw loccifioi-is noted as "NIAX ON CENTER' must be adjusted to n,a,nfCv;1 T'lic tomoncrjoints, additional Concrete screws maybe requited 'oemsjre the rnaviuvri-ion center J,mc—sfon is riot exceeded. 2. 3l' " )rnr c:orc; efe screw a w;7,ina frame ar d, trr si#i ;egvire a mtrsvnum 2-5/8 cdeo:once to mason;} edges, a i- t l4" minimum en JP:,iJTlentonci o m murT 2-114' cle-3ronce 10 adjacent concrete screws une4ss otherwise noted by concrete screw monufocturer, STRIKE JAMB SEE NOTE I I SEE NOTE LATCH & DEADOOLT DETAIL HINGE DETAIL I HINGE DETAIL 2 2 z II gg z c E1 2 vz Cr C zoCIQ Cn 0 V§ 4/1 7/08 N. T. S. BI: AL el. WWII ? FL-- 7 or 8 z BILL OF MATERIALS IITEMDESCRIPTIONMATERIAL A IX BUCK SG >= 0.55 W 0 10 B 2X BUCK, $G >= 0.55 C MAX. WOOD I,4'SHV SPACE D 1 /4" X 2-3/4" PFH ELCO CONCRETE SCRFIA' WOOD STEEL 259 E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO AC) CONCRETE 30) OR HOLLOW BLOCK CONFORMING TO ASTIV, C90ca F 114" X 1-3/4" PFH ITW CONCRETE S' CREW G 3/16" X 3-1/4" PFH ITW CONCRE'E SCREW STEEL QUISINING OUTSINING3118 J ol H 114" x 3- i 14" PFH 11W CONCRETE SCREW STEEL ITW CONCRETE SCREW STEEL T- Pl JTW CONCREI E SCREW-- STEEL Al K #8 X 2-1/7'PFH WOOD SCREW STEEL L # 10 X 2-1/2" PFH WOOD SCREW STEEL 0 xz I D OOR SKIN, PREMIUM STEE _24GA, j 027'MIN_ F = 48,471 PSI MIN STEEL A 563' - - — ----------- --- 5,83" c §Z: OR S KN: CONSTRUCTION STEEL SERIES 25GA, f.018' MIN., Fy 27,&30 P N 2 TOP RAIL WOOD 00 3 LATCH STPLE WOOD 4 HINGE STILE WOOD BOTTOM, RAIL5 comp 2,359" 6 POLYUREFHANE FOAM (BASF, ],?Ib!;. DENSITY) FOAM Lo 7 -MEDIUM REACH COMPRESSION WE ATHER STRIP THERMA TRU 0!L,R)C 4 COMPR SSPO WEATHER-STRIP THERMA-TRUJ' FOAM FOAM-- SIDEHEADSIDE 33 INSWINGIwG Th- hold 494" X 4' Hl IIGE 097 j tK, JTHF STEEL ct 10 10' X 3/4" PFH VOOD SCR Rv j Hi N 0 E TO FR AM E-) co 1_7__ PASSAGELOICK - KWIKSET MODEL GRADE 2 STEEL 18 THRESHOLD OUTSWI-14G ALUM./WOOD I? HEADER JAMB (4,656"X 1.25"THER-0-A-TRU, FINE) SG-0.55 WOOD 9 20 SIDE JAMB J4 656" X 1.25" THERMA _RU) SG >= 0.55 RADE 2 STEEL 1,916, 27 LATCH STRIKE PLATE STEEL 8 C EADBOLT PLATE KT—EEt 32 DOOR $0710M SWEEP PVC co0 33 !NWING THRESHOU-) 3__ TOCr R-0--f—KI-615 _X1 CT755TI-6-25" _THK,____ I ------- ----- -- - - ALUM COMP. 40 PRFMIUM SER ES DOOR SEE PANEI DETAIL SHEET FORDETAILS WOOD 50, CONSTRUCTION SERIES DOOR SEE PANEL DETAIL SHEET FOR DETAILS DA- 7, 4117108 SCAU, N, T. S. owc, sy: Al_ cm, fry: wwI4 Ft- 10599.1 0 S4EE7 _ L OF WOOD C9 2- 1 3'-o' ) Application No: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: $ z-/() 0 0 Job Address: /I%A-ko c,-r Parcel ID: 3 ( - 19 - 3 / - s7vy - 0 0 0 0 Description of Work: (,I& 0 Plan Review Contact Person: Phone: Fax: Historic District: Yes 0 No 0 Zoning: E-mail: Title: _r Name C"Ivt'Ac' Property Owner Information Phone: Street: Resident of property? yi City, State Zip: GC, LA 3 2- Contractor Information NamePhone: Street: Fax: City, State Zip: i J o. State License No.: .14- 0 L-,( c--t 7 0 Name: Street: City, St, Zip: Bonding Company: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: Address: 1, Al PL t of INFORMATION Building Permit Square Footage: No. of Dwelling Units: Electrical 0 New Service — No. of AMPS: Construction Type: Flood Zone: No. of Stories: Plumbing 13 New Construction - No. of Fixtures: Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Signature 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 11) — Type of ID — APPROVALS: ZONING: ENGINEERING: COMMENTS: to OfF`Ta"BIE BLANTON Date Notary Public - State of Florida My Comm. Expires Feb 25, 2015 Commission # EE 60182 Bonded Through National Notary Assn, Contractor/Agent is __ Personally, Known to Me or Produced ID Type of ID UTILITIES: WASTE WATER: FIRE: BUILDING: Rev 11.08 M&B AIR SERVICE, LL February 17, 2011 ATTENTION: SHANE, CORINTHIAN BUILDERS 386-235-8976 REFERENCE: 1428 MARA CT. SANFORD,FL. M&B AIR SERVICE, LLC PROPOSES TO FURNISH THE MATERIAL AND LABOR NECESSARY TO COMPLETE THE ABOVE REFERENCED JOB. PLEASE NOTE TO FOLLOWING JOB QUALIFICATIONS: WORK SCOPE BASED ON JOB SITE VISIT. 1280 SQ FT SCOPEWORKBASED1rCURRENTRyl" MECHANICAL AIR CONDITIONING 1— 2,5 TON AIR HANDLER FEM4P4X3000 1— 2.5 TON HEAT PUMP CONDENSER N4H33OAKE 1— 5 KW ELECTRIC HEAT STRIP I— DIGITAL THERMOSTAT DEMO EXISTING DUCT WORK - REPLACE NEW TO CURRENT CODE RETURN1p ySS THRU OVER it ADD SUPPLY DUCT TO LAUNDRY ROOM CFM BATH ROOM EXHAUST FANS / VENTING REFRIGERANTR . LINE PLATFORM AND INSTALL NEW PLY WOOD TOP CITY PERMIT I YEAR LABOR WARRANTY, 110 YEARS PARTS FROM MANUFACTURE TOTAL: $4,000.00 PAY SCHEDULE AS FOLLOWS 50% ROUGH IN & 50 % ON TRIM ROUGH IN AND CHANGE MUST BE PAID IN FULL PRIOR TO START OF TRIM PAYMENTS ARE NET 15 DAYS AND CHANGE ORDERS NET 7 DAYS ANY ALTERATION OR DEVIATION FROM ABOVE SPECIFICATIONS INVOLVING EXTRA COSTS WILL BE EXECUTED ONLY UPON WRITTEN ORDERS AND WILL BECOME AN EXTRA CHARGE OVER AND ABOVE THE ESTIMATE. THIS PROPOSAL MAY WITHDRAWN BY US IF NOT ACCEPTED WITH IN 30 DAYS. BID PRICING SUBJECT TO CHANGE AFTER 120 DAYS, DUE TO RISING MATERIAL COST, THANK YOU FOR THE OPPORTUNITY TO QUOTE THIS PROJECT. IF YOU ARE IN AGREEMENT WITH THE QUALIFICATIONS, THE PROPOSAL COST, AND PAYMENTS TERMS. PLEASE SIGN BELOW AND RETURN TO AUTHORIZE WORK AND ACCEPTANCE OF OUR PROPOSAL. THANK YOU SINCERELY, APPROVED BY: , e MARK BOLTON DATE PO BOX 35 GENEVA,FL. 32732 THANK YOU FOR YOUR BUSINESSI CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: Job Address: Historic District: Yes No Parcel ID: — Zoning: Description of Work: I Q'01 PS ar F, C Plan Review Contact Person: Tide: Phone: Name Street: City, State Zip: Fax: E-mail: Property Owner Information Phone: Resident of prop"? : Contractor Information Name Phone: -3 t3 Street: Fax: `j i -'12 3 - City, State Zip: 3 State License No.: Arch itect/Engi neer Information Name: Street: City, St, Zip: — Bonding Company: Address: Building Permit 0 Square Fo,Cage. — No. of Dwelling Units: Electrical 13 New Service - No. of AMPS: Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: - No. of Stories: I I # I I Mechanical 0 (Duct layout required for new systems) Plumbing. New Construction - No. of Fixtures: Fire Sprinkler/Alarm 13 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or irFWlation 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. O"E,R'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. NQDCE: 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Signatu4fConnwtor/Ag=t Date Print Owner/Agent's Name Print Contractor/Agent's Nam Signature of Notary -State of Florida Date Signature of MARTHA Y. HALL t;! Notary Public • State of Florida Z My Commission Expires Feb 1, 2012Z 1Commission # DD 720365 8wdedThMtQhNa00(WNo(ffYMart. Owner/ Agefit is Personally Known to Me or Contractor/Agent is Personally Known to Me or Type ProducedIDTypeofIDProducedID —7- of 11) APPROVALS: ZONING: UTILITIES: WASTE WATER: RM Rev 11.08 4- ADVANTAGE PLUMBING, INC. PO Box 1117 Sanford, Fl- 32772-1117 407-323-7515 Fax: 407-323- 8954 0 a 0 0 0 NAME: Corinthian - B - uilders JOB NAME: 1428 Mara (;ourt PO Box 950850 Sanford Lake Mary, FL 32795-0850 Page No. of Pages We hereby submit specifications and estimates for: Repipe house. Provide and install new 40 gallon electric water heater. Provide and install Dayton 3322 stainless steel kitchen sink with Moen 67430 faucet. Provide and install enamel steel bath tub in white with Moen TO 83 valve. Provide and install shower pan and drain with Moen TO 82 valve. Provide and install 2 elongated white Mansfield water closets. Provide and install 2 Moen L64621 lavatory valves on owner provided lavatories. We hereby propose to furnish labor and materials - complete in accordance with the above specifications, for the sum of: Three thousand ihtv dollars -- 3,980.00 with payment to be made as follows: All material is guaranteed to be as specified. All work to be completed in a ma workma (6—%u<apdbrding riling to arilpractices. This a proposal subjectto acceptance within 30 days and is void thereafter at the optioni7t!h_:te AuthorizedSig ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. ACCEPTED: Signature Date Signature