Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
310 W 6 St 15-1867 Plumbing
CITY OF SANFORD 1 BUILDING & FIRE PREVENTION ECF1IV ED ` PERMIT APPLICATION SEP 2 8 5 Application o: 3Y: Documented Construction Value: r6c9ev Job Address: .3 O UV C/ Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Additionx,Alteration yRepair Demo Change of Use Move Description of Work: (' J/. W.V1 1' U fival !mil 2v crQ q /l'-N-61 l Plan Review Contact Person: Phone: Fax: Email: Title: Property Owner Information Name /1 I jy LI J dU° ` l C Phone: 'ili ' ;61 -, Street-&' ' ?C l gL%z Resident of property? City, State Zip: 6A, Z, 2 22 Contractor Information Name (J Phone: Street: 2.0 Zfo c, Fax: City, State Zip: UJi vl "L74State License No.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FIVI Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and pning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID l 9 z//,s of Notary -State of Florida Date LISA ANTONINI Notary Public -State of Florida My Comm. Expires May 21. 201E o, A' Commission # FF 125242 Ici to Me or red D TVDe of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbin Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Gas Roof Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application c 20 may: Invoice Bill To: Wayne Deming 310 W 6th St Sanford, FI 32771 i, , 4 026i Md,KiriM&ORMl Anddrmere Flontla 34-7,8_ 6 GRC 1330716 Date Invoice No. Terms 09/ 23/15 36 Payments/ Credits Balance Due 0. 00 410.00 Description of Scope of Work Amount Complete a installation inspection of all plumbing conditions and piping in a remodel of 310 W St, Sanford, FI 32771. Make any Changes that need to be addressed with a written change order signed. Tile it up will not warranty any work completed in part or in total by another contractor. Plumbing Permits: (#1. bathroom group, (tub), #1. kitchen sink, #1. washer box, #2 Hose bibbs, #1 I 200.00 gas water heater. All work and/or any work that needs to be changed to current code will be billed at a hourly basis. I 210.00 Materials + $ 60. per hour, Estimated around 3-4 hours to complete all work. ($210.) Total $ 410.00 RECORD COPY NEC Standard Electrical Load Calculation for Dwellings a,! `` c# 1 5 Owner: (/ A q#6: PgM)1y6) Location: j) t! u Total Floor Area of Dwelling (NEC 220.12) q p C) SQ FT. Factor Quantity Volt Amperes VA General Lighting" 1. General Lighting S FT X 3 VA/S FT Table 220.12 p s.f. 2. Small Appliance Circuits (1500 VA per circuit) (NEC 220.52 A min. 2 L' 0e%0 3. Laundry Circuit 1500 VA per circuit(NEC 220.52 B I I 0 Z) 4. Total General Lighting Load Add lines 1, 2 & 3 5. First 3000 VA 100%: 3000 6. Total General Lighting Load — 3000 =@ 35%= 7. Net General Lighting Load Per NEC T. 220.42 Add lines 5 & 6 : Appliances n E M A-\) .0 & a ua1l 5l e4)NLx- goo Total rl1 Co 8. 3 or less Appliances, Total Appliance VA; 4 or more Appliances, 75% Total Appliance VA(NEC 220.53 : Other Loads (other than motors) Nameplate Rating VA Adjusted Rating VA 9. Adc ?r L-6-1,- 2 2 2 10. _ 9 11. 12. 13. 14.25% of largest motor(NEC 430.24 Total Volt -Amperes VA Add lines 7, 8 & 9 thru 14 = Total Volt -Amperes / 240-volts = ,'l Amperes Conductor Size Indicate Copper or Aluminum Wo ALUM Service Rating (Amperes) 0 ko O Note: See 2008 NEC< Annex D, Example D 1 RECORD COPY DEMMINGS ADDITION 310 WEST 6th STREET SANFORD, FL TRUSS INDEX SHEET GENERAL NOTES AND DESIGN PARAMETERS A/C 1. A SIGNED AND SEALED TRUSS SUMMARY HAS BEEN INCLUDED TO PROVIDE AS AN INDEX OF TRUSS DRAWINGS SANFORD 2. REFER TO CONSTRUCTION DOCUMENTS FOR TRUSS PLACEMENT 3. DESIGN LOADS: ROOF: 40 PSF (SHINGLE) 50 PSF (TILE) FLOOR: 55 PSF 1 5- 1 8 6 7 4. WIND DESIGN LOAD INFORMATION - PER 2010 FBC, REF. ASCE 7-10) A) BASIC WIND SPEED = 140 MPH(Vult); 108 MPH(Vasd) B) WIND IMPORTANCE FACTOR = 1.00 C) BUILDING RISK CATEGORY = II D) WIND EXPOSURE(ALL SIDES) =B E) INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = +/- 0.18 PARTIALLY ENCLOSED BUILDINGS = +/- 0.55 NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE 7-10 DEFINITIONS CLASSIFYING AS SUCH) 5. REFER TO ROOF AND FLOOR DETAILS AT THE END OF THIS BOOK FOR TYPICAL CONNECTIONS I, AM M N•• / fir 2T04 _ of •''` i project no. K M TRUSS l checked. drawn: date* 0 OMfILL UN 172015 scale: ZELLWOOD, FL OF k VOCrITO a' cur. or AurNOWATIOW H0.'0177 m S. TEMONri more sure 100 1L7111ONR L J2714 J FROM:M. 0 ssom Trail - P.O Box 1138 Zellwood, FI 32738 Name: Contact: HOUSE ACCOUNT Address: City, State, ZIP: salesman: Designer: Keith Czermerys Notes: Wooffruss Main Office:407-880-4551 Fax:407-880-4552 Uplifts Reactions Job #: 150289 Order Date 6/5/2015 Project Information: Name: Bedroom Addition Address., Region: 310 W. 6th St I ORANGE COU City, State, Zip: SANFORD,FL Loading: TC BC LL 20 0 DL 7 10 C-CustNotes: 4 faty Span Description Truss Bearingli Bearing2 Bearing3 Bearing4 Height Reaction/Uplift Reaction/Uplift Reaction/Uplift Reaction/Uplift 1 12-03-00 Al 00-04-00 BC100 11-11-00 BC100 03-04-15 6/12 60 20 lbs. each 169 / 26 912 / 106 11 12-03-00 A2 00-04-00 BC100 00-04-00 BC100 03-04-15' 6/1251.80 Ibs; each 531 / 65 531 / 65 1 09 04-00 B1 r^ 09-04-00 BC100 01-11-06 2.19/12 36.40 Ibs. each r 753 / 113 B2509-04 00 00-04-00 BC100 00-04-00 BC100 01-11-06 2.19/12 39.20 Ibs. each 416 / 76 341 / 40 Page 1 of 1 Packed By T_•.m JUN 17 2015 William M. Ranieri, PE FL Lic # 42704 Job:(150289) -Bedroom Addition -HOUSE ACCOUNT / Al Value Set: 13B (EFFective 6/1/2013) Top chord 2x4 SP #3 Bo chord 2x4 SP #3 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by RLSC Bottom chord checked for 10.00 psf non -concurrent live load. Top Chord overhangs) may be field trimmed. All wind load cases on this truss hove o 1.33 duration factor. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS 41FR'S LR,YOUT RII plates ore 2X4 except as noted. 140 mph wind 15.00 Ft mean hqt ASCE 7-10, CLOSED bldg, Located anywhere In roof, RISK CAT II, EXP B, wina fC DL-4.2 psF, wind BC DL-5.0 psf. GCp I (+/-) -0. 18 Wind loods and reactions based on MWFRS with additionol C&C member design. See DWGS A1401SENCIOIO14 & GBLLETIN1014 for gable wind bracing requirements. Deflection meets L/240 live and L/180 total load. Creep increase Factor for dead load Is 1.50. 1"8 •i. 6'1-8 I 1 iYYSi 14'6-2 R-169# U-26# RL-83/-83# W-4' R-76piF U-100V F W-11'11' Algid SurPooe) (Rigid Surfooe Digitally signed by William Ranieri LEFT RAKE = 1' 1 "7 ••*'•o` n Date:2015.06.17 `A RIGHT RAKE = 1 ' 1 "7si •onlo.t. oma nmi Iw 1 117:07:51-04'00' SEO - 50086 PLT. TYP.-WAVE DESIGN CRIT-FBC201(1RES/TPI-2007FT/RT-20I(07l/1D(0) OTY- 1 TOTAL- •'• '•. REV. 15.01.01A.0421158ALE=0.6047 IMPORTANT•# FURNISH THIS DRAGI** READ WING TO ALL CLOWONTRACTORSNOTESNINCLUDINGTHEINSLd '• T C L L 20. 0 P S f R E F Tru.. e. - Ire xir.ne a In fabricating, handling hipppping, In.t.Ill and br.oln Re to ar tailorthelote.t .ditlan of SCSI (Building Cowponent Sef•'.ty InFor.wtlen, by 7PI and YTCRJ for f•ty • /J-/ TC DL 7 0 SF DATE 06-17-2D15 proat1—* I 10 %;I" rning th... funotlon.. Iratollere •hall proved• terporory breoing per SI. . O (, / 4 i P I Unl• of d oth.rrl.e, top ohord hall hove prop.rl ottoohed truoturol .hepthlny and bat ton r • • 1 0 p s F I. hall properly attooh.d rigid o.IIIN L000'Yon. shawl for pernon.nt lat.rcl re.iralnt • • 1 B.' DL OPSF R WG t ,r shall hove broalnp Installed per 9C. ..at,... 03, B7 or BID, o• opplloobl e. Apply .late• to h oe• * • ^ R I $ J ,1 V Ce. f true• and po.IT lon a. •horn obove and on the Joint Detal Is, unloe noted otheru7 • / Refer to d- rinT 160R-Z For standard :eat. a.itlOn.. b ATE aF 0. OpsF 2 8 4 4 N. O. Q T. ITu erliding C npan.nr. Grarp t roe Hall t b. p able ear any devlatlon eras the. drar r J BC L L toll . to brIld the Trues en aonfornonoe rl th RNSI/TPI 1, or for handling, .hepping, Insta { • 2ELLwooD. FL 32798 n .ing . f true.... '. ..• L`V TOT . LD. 37 . 0 sF 0/R LEN. 120300 reel on this dreuing .r sever page listing this drawing, lMle•te .00aptNMe of W.fMsl • `I rH. 4 07 - 880. 455 1 enpineerine r'•ep, IbllltW .olely for the design shown. The swltablliTll end u.e of ihI• drawing '• a R`Q •' DUR . F A C . 1 . 2 5 JOB # : 1 50289 ter wN .trretw is the rssponis b" "W eP this tlulldins Deeirner per QI/TPI I •...2. a .• TAX. 407. 850.4552 For na . Infor—tian .. this job gg rol not.. pay and th... b .I t..: •'•~ ITYBDG: r11.bag.oa.: TPI: w tpin.t.org: LTCR:—sbolndwtry.aon: ICC: rw.Ioo.of..org iR1IL SPACING 2 4 . 0 ITYPE G R B L William M. Ranieri, PE FL Lic # 42704 ob:(150289) -Bedroom Addition -HOUSE ACCOUNT / A2 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bo chord 2x4 SP #2 Webs 2x4 SP #3 Lumber volue set "13B- uses design values approved 1/30/2013 by RLSC Top Chord overhang(s) may be field trimmed. RII wind load oases on this truss have a 1.33 duration Factor. i 6'1"8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind 15.00 ft meon hGt RSCE 7-101 CLOSED bldqq Locoted anywhere In roof, RISK C 1T III EXP B, wind fC DL-4.2 psfl wind BC OL-5.0 psF. GCpI(./-)-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked For 10.00 psF non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor For dead load is 1.50. lYABIW 6'1"8 14'6"2 R-531# U-65* RL-83/-83# W-4" R-531# U-65# W-4" Rigid SurFooa] (Rigid Surrooe) LEFT RAKE — 1'17 RIGHT RAKE = 1'1"7 I••.. SEO = 50083 PLT. TYP. -WRVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20X(0X)/10(0) 0 T Y— 1 1 TOTAL— .•'• ''•. REV. 15. 0 1. 0 IA. 0 4 21SCAL E —0. 6047 eWARNIN••1OORE FIND FOLLOW AL NOTES ON THIS DRAWINGIMPORTANTe• FURN SN THIS RAWING TO ALL CONTRACTORS INCLUDING THE INS L r T C L L 2 0.0 P S F REF TrM.e. •quire ,item. o In robr l oat l nB, handIInB hlpppl ny, Instal III nd broo mg Re to f II 1M ,.test dltlon of SCSI (&,1 IdI Cow t So fst Inrw7tlon PI and WTM For Fet a • prooilN. for to rornln thus runatlan.. Plostoller. gh.11 Ide't: broom sl.y : 0 1427Q4 • TC DL 7 . 0PSf DATE OG-17-2015 pr W' WN B Prov Fo ,ry S per . UnI N. noted ottar.,l , top chord .hoII have F—p.rl11 ottoohed truct—I .h..thIng and bot ton • stall have o properly ttoohed Ippld o.11lnB. Loaot on. h— for permanent lat.rel restraint *. i 1 • BC DL 1 0 . 0 P S F DR WGhallhavebroolnpInstalledper9CS1otlon. B3, B7 or B10, o. ppllaobl.. Rlapl plot.. to h or: 7 • TR ILTS it.fN"C. of rr .. and po.ITlon a ha n obay. and th. .lalnr Det.l1., ,e,71 F. no t.d oth.r ii... /{ • R.r.r to dr InR' 160R-Z f .tandard.la.Z.ltlon.. ATE \/F : BC LL 0 . opSF 2 8 4 4 H. 0. IL T. ITW Bv11dInB Camp nt. Gravp Ina. hell t be pp Ible for any d.vl.tlon From this drw / Fall— To build the tr,-. In aonrw—noe ..Ith RN57/TPI 1, or for handling, •hipping, Ins". Is ZELLWOOD.FL32798 gr alnq of' tru..... '. ..• TOT.LD. 37.0 SF O/A LEN. 120300R .. an thl divu l nnpp .r ,oust WW I1.}ln0 this i•In, IndI N}N .00.pt.na..f 'r.f.Nl • CFit4078804551etgltWMfItP.•P.1•IYI l(fy NI•Iy fer TM •NIOn •hnn. Th. •ultebI I end un .F ihI• tvrinp •• 0/ ••• DUR . FRC . 1 . 25 JOB #' 150289F.r .nW •trwetvr. I• tM neptMei I l lty eF tM Sul l lnp Do. IOn.I• p.r IW/I/TPI 1 Me.Z. • eV• FAX.407. 800.4552 For mar. Inrormotlan .. thl. job gpye. rol note. p.g9ee end the.. .ItNI ••• art• ITWBDG: - 1 t1.•og.00m: TPI: a tpin.t.org: YTCR: w sbolndv.iry.oa+: ICC: — Ioo.or•.org SPACING 24 . 0" TYPE R P E C William Me Ranieri, PE FL Lic # 42704 Job:(150289) -Bedroom Addition -HOUSE ACCOUNT / B1 Value Set: 13B (EFFective 6/1/2013) Top chord 2x4 SP #2 Bo chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by RLSC Bottom chord checked For 10.00 psF non -concurrent live load. Top Chord overhong(s) may be Field trimmed. RII wind load cases on this truss have a 1.33 duration factor. T 3T IGNER PROGRAM FROM TRUSS 1`4`13;S LAYOUT RII plates are 2X4 except as noted. 140 mph wind 15.00 Ft mean hqqt RSCE 7-101 CLOSED bldgql Locoted anywhere In rooFI RISK CAT III EXP BI wina fC OL-4.2 psFl wind BC OL-5.0 psF. GCpi (i/-)-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A1401SENCIOIO14 & GBLLETIN1014 For sable wind bracing requirements. DeFleotlon meets L/240 live and L/180 total load. Creep Increase Factor For dead load Is 1.50. 8'11"8 10'4"10 N N 1 R-81p1f U-100pIf RL-Splf W-9'4" Rlyld SurFooe) LEFT RAKE = 1'0"3 SEO - 49396 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007FT/RT-20i(OY)/10(0) OTY- 1 TOTAL- .•' ''•. REV. 15.01.01A.042LSOfiLE-0.8339 we IMPORTANT•• FURN SH THIS DRAWING TiiiisREADANDOLL ALL INCLUDING THE INS L 1• T C L L 20. O P s F' R E F Truss•. •q.,lr• .tr.n. or In fabrlootlrg, hondl in hlppppIng, Instal IInp and broo l R- to a - Follou tM I. no dltlon or BCS1 (B Ildl Co• t Sof.t ]nfor.,.tlon, b 7P] end VTCR7 rer f•1 SS ppearlo— PI'l of to 1srForop c ordu all h cns. aIo:fall•r. hed provlda ti porory bracing.r Sly : 0 4 7o`i ; TC DL 7 OPs/F+ DATE o6-17-2D15 Unl.s.not.d othsrulu, top ohortl sMll have properlyy otroohsd fruoturol sh.othinSaoBC DL 10.0PSfhall hov. Properlyatrooh.d I Id aslllnS. L000tTon. shown for p.rmn.nt lar.rol . irolnt /fin 1•,* DRWG vbroolnp In. tollsd p.r BCSI atlon. E3, B7 or B(0, o. pplloobla Rpp'Y plot.. to h •• 1F truss and poll ion os show obov. and on rM Joint DaOl ls, unlo. noted oth.rr u. • Rol, to air. owlr+g. 1s0R-Z ror standard : I.t. .I ( Ion.. S ATE OF 0 . 0 P S r 28 44 H. . B T. ITV OvlldlnB Corpon.nt. Crap Inc. hal I r b• pp bls For sny d•vlotlm frow thl. drop / BC LL roll • to build the tru.. In oonrornonn. with RNSI/TPI 1, or ror handling, .hlppinB, Irnta { • ZELLWOOD. F. 32798 br oing of tr ..... Q. J t`V TOT . LD . 37. 0 sF O/R LEN . 90400 A On this dr.Nlnnpp or oo~ page Ilutlng this drsYing, In•lostas ae..pt—" Or prsrMsl =. A ` • _ rM. 407 880. 4551 1'W %nW Irq rs pxrlbl l Ity solely{( roe the dealI shown. The suItab I lIt1I end u. or this dz., /yy V R{O •• DUR . FRC . 1.25 JOB # : 150289 r.r .ny strustyrs Is tM rssponsibI l l till or thaws. IId II$ Do. Ipn•r per M/I/TPI 1 M..i. s • FAX.407 880.4552 For nor. InrornotIon . . thI. ob g .ral not.. pa9. and iMw b SItM: •••s• ITlIKG: vw.Itrbog. oa.: TPI: w Apino—9;iTCA: ,. obolndu•try.oan: ICC: .,w.Iaa.ar..arg l SPACING 24.0" TYPE GABL William Me Ranieri, PE FL Lic # 42704 Job=(150289) -Bedroom Addition -HOUSE ACCOUNT / B2 Value Set: 136 (Effective 6/1/2013) Top chord 2x4 SP #2 Bo chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value Bet "13B- uses design values approved 1/30/2013 by RLSC Top Chord overhong(s) may be field trimmed. RII wind load cases on this truss have a 1.33 duration factor. T 3l I --1 ' --I R-416# U-76# RL-44# W-4" Rigid SurFooe] THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT 140 mph wind 15.00 Ft meon hqqt ASCE 7-10, CLOSED bidqq, Located anywhere in roof, RISK C 1T II, EXP B, wino fC OL-4.2 psF, wind BC oL-5.0 psF. GCpi(./-)-o.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psF non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase Factor for dead load is 1.50. 6111"6 14 8 { 10'4"10 N N ll R-341# U-40# W-4" Rigid SurFaoe) LEFT RAKE - 1'0"3 M PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007FT/RT-20i(07)/I0(0) OTY- 5 TOTAL- REV. 15.01.01R.042151ALE SEO - 49392 0.8339 kLTruws 91F l l i. 2844 N. B T. 26LLWOOD. FL 32798 rH. 407-880-4551 FAx 407- 880.4552 IMPORTANT• FURNIEN THIS RRVINO TO RLL ALL INCLUDING THE INS L d• goer• •ir.n. oar. In robriootin, hondIIN MI Ing, In.tnlll nd braolnqq R. to . l ih. lot..t .dltlon ar BCSI [B IIdIngC pon.ntS.F.t Inby TPI end WTCRT For .ty pprroilo..priorto p.rrorning ih... rurwtion.. In.roll.r. MII proved. t.nporary br.oing p.r S/ lk,l ot.d ofh.rui.., fop chord .MII hov. prop.rlyy ottooh.d truatur.l.hwihing and bottom ( h.*v. prop.rly tfooh.d I id oiling. L000t.or-Mown for p.rmn.nf Iot.r.l ..front/ n• Moll My broo lrq In.tol.d p.r6CS1oflon.B_,B7 or BID • ppleoobl.. Rppl plot.. fo h o F try.. and po.ITlon o Mo.m oboe. a% the Jol nt 0.to l lirounl... —t d oth...... R.r.r to doveaT IGOR-Z ror .,o dprd :lof. p.Itlon.. ITW Building orpon.nt. Groap Ina. hall t b. p Ib11 for any dwloII7n Fron the. too V roll . to b Ild iM try.. In oonrornono. rIth RNS]/TPI 1, or ror hondllrp, M'Pping, Intowaengortrue.... } A •.. an the. &4wirq or wvw page Il.teng this dryrinp, Indlo.tN .ee.pt.no..F pr.F.ul . n•InssrinB r•.spsrlslbI1ITW solely rw the d.IBn •hwn, Th• •ult.bllltyI I I'•N.ihl' ar'rinp ~ P.r.ry •irvotvr. Is the n pon•I bi l ltW or tM Wild lrp D.•Ipn.r PK MM For nor. Inrarnotlon .. the. job gg .ral not.. P.9. and the. ..i.b .It..: ITWBCG: uw.It„bog.00n: TPI: .rw.tPln.f.ory:1TCR: ,,,,,,..bair.d..fry.aan: ICC: uu.,.eaa.al..WS O / :TC 1 1 ATE GF 11, l • `/ O^ i•••• T C L L DL BC DL BC LL TOT LD. 20. O p S f R 7 OPsf( O . 0PSfmho 0. opsr 37 O SF E F DATE 06-17-2015 DRWG O/R LEN. 90400 DUR.FRC. 1.25 JOB #' 150289 SPACING 24.0 ITYPF MONO William M. Ranieri, PE FL Lic # 42704 M L ADING CRITERIA TOP CHORD LIVE LOAD p,S.f, TOP CHORD DEAD LOAD p.S.f, BOTTOM CHORD LIVE LOAD p.S.f, BOTTOM CHORD DEAD LOAD p.S.f, TOTAL LOAD p,S.f, DURATION FACTOR WIND STANDARD WIND SPEED m.p.h. BUILDING EXPOSURE BUILDING TYPE N E S THE RESS1.,.L)" 1: T-E YI it OIIA, -ZS! MLR ER H:' EC; TO 'QCVIX AN A'PRQRIATE CONNEC'BW FOR -RUSSE SU^ PMT ING SIkLXTLCE f'ER RZAC—:CN3 SHOOK CIN -RL iONEERDIrl VEC:AL CCJS:CE-4ATSNS Tt-1U"'J:CAHE L EOJ.PA D/Ci P. U" M CAN, TIER 'bn4EC'i7NS> 1N 'R C":, S-ACE S" BE DTArRA YLD rCL;- R=R IN APPROVED TPUSS LAYOUT ICR TO F49RICA-10K IS XWAw 1S A TRUSS 4qAFAC'L.'ER 'r'C E S. LS ARE LK CO iD iFD' _ :LSCRITED 1V V-CA 99' 'DESI3. RES QIS:/1JTIFS' AC u',INGLY. 'T :1SCLAIVS F-AMNG CF —JS=_S W/`-T-CTV=— /Y -M_S =1PANT CDNVEv'10NA- QMMa, E-r-r.OA AND/LF PERM-r-v' RACING :S N77 THE RESPENS!MlTT 7' T4C TR:SS DE:tSkXR, I .ATE NAM ACTXL LQ, M TRUSS 'tH.SA:Tl;,_LR RERM4 =BELT:VG RU---S AU MTMhF'C 'C PEEK Pf; -SSv=WL A'IWZ': RECO I: VG EFECT;DN ZRAC:HG VH:D1 IS FLV-'S RE l'IOED T7 PREVEV- TC? PL!NG AND 1:31G'IC:4G !SFUN:i ECE:':,,' AND rUMANETIT IRACDC VH:Gi HA" /E aZE2-.RE:, iV g-LCIFlC O F,' CAT'T1S SEE 'S A:1VG W331 'kJSS<K S CDIKTAR+ MD UL-EVIEICATM4S' ( 4:B-91> FTR FJRTNE.R :'Ta&A7:11 BUSSES S: A`L BE MS'A-LED :V A S'RAICH- 4J, 'L" P6Si 1, ] N. VH R NU SW-Tlf `I 1S A>ti T DIRECTLY - i TOP ANO/lRi^' T 1M FhIIZ:S, THLY Si MI.i W GiACED AS S'ECD IF7 W TyE ENGI1fERED :,ES:C9l TTISSES SMALL BE HAN:_ED r?T• REASONABLE CAGEIIC21M- ECT'M4 — PP-YENT CAYAU OP F`2: JNAL 14.AF:Y ATT-NTICN A-PR- IVAL CE --IIS -Rl1SS -4tUUT :S NE:ESSARY EEFGNE FABRIJA- ICI, CAN BLG.N VERIFY SANS, I TES, EVER ANC3. ELEVAT ti4S, L BEARING C:1NDITVIS ACCEPT'iR4'E T TH:S LAY[3JT fSSJFr_S L-AL RLSPOVSISIL:TY, THE TRUSSES 4w'.L SE EL:-T 4 ZZL-_ l NCE `41TF' CKI,3 LAYOU" A"W' 2VE7 B" D• fc - _ - C407' 883- 4551 FAX C4:7> CK-455E ZELLW;.J7. FL wayne Demmings Bedroom Addition 310 W. 6th St Sanford, FL 150289 Draw: Keith William M. Ranieri, PE FL Lic # 42704 THIS ENERGY CALC PREPARED BY MAGGIE SIMS KESNh I KAI tK ffw»i WU CONTACT MAGGIE@ENE RGYCALCS.NET 386-775-0908 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional CORD Ovulation -Residential Performance Method RE Project Name: Control Engineering 310 W 6th Builder Name: ems" gUILD/, t,C Street: 310 W 6TH ST City, State, Zip: SANFORD , FL, 32771- Permit Office: Permit Number: 5 1 8 6 7 SANFORD Owner: Jurisdiction: / O A• 9F2Ttv1 DesignLocation: FL, Sanford 1. New construction or existing Existing (Projecte 9. Wall Types (1523.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=2.0 1523.30 ft' b. WA R= ft' 3. Number of units, if multiple family t c. N/A R= ft' 4. Number of Bedrooms 2 d. WA R= ft' 5. Is this a worst case? No 10. Ceiling Types (964.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 964.00 ft' 6. Conditioned floor area above grade (ft2) 964 b. NIA R= - ft' Conditioned floor area below grade (W) 0 c. WA R= fN 11. Ducts R ft' 7. Windows(129.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 192.8 a. U-Factor. Sgl, U=0.47 69.35 ft' SHGC: SHGC=0.28 b. U-Factor. Sgi, U=0.90 60.00 ft-, 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.64 a. Central Unit 30.0 SEER:16.50 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtulhr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 2.385 ft. Area Weighted Average SHGC: 0.447 14. Hot water systems 8. Floor Types (964.0 sqft.) Insulation Area a. EF: 0.000 a. Raised Floor R=0.0 964.00 ft' b. Conservation features b. N/A R= ft' c. N/A R= ft' 15. Credits CF, Pstat Total Proposed Modified Loads: 29.85 Glass/ Floor Area: 0.134 PASS TotalStandardReferenceLoads: 37.15 I hereby certify that the plans and specifications covered by Review of the plans and SHE STgT this calculation are in compliance with the Florida Energy Code. specifications covered by this calculation indicates compliance Fps, with the Florida Energy Code. r,,,,, `C •." • =i. ;;. = `O PREPAR BY: --X Before construction is completed o DATE: this building will be inspected for compliance with Section 553.908 1 I hereby certify that this building, as designed, is in compliance Florida Statutes. Ap with the Florida Energy Code. COD wF l'J OWNER/ AGENT: BUILDING OFFICIAL: DATE: DATE: G 3t3L Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 6/ 12/2015 9:45 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Control Engineering 310 W 6t Bedrooms: 2 User Conditioned Area: 964 Total Stories: 1 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Single-family Existing (Projected) CODE COMPLIANCE 405-2010 Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address 310 W 6TH ST SEMINOLE SANFORD , FL, 32771- CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 964 9640 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Ma!n 964 9640 Yes 3 2 1 Yes Yes Yes FLOORS Floor Type Space R-Value Area Tile Wood Carpet 1 Raised Floor Main 964 ft2 0 0 0 1 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Tested Insul. Pitch deg) 1 Gable or shed Composition shingles 1159 ft2 322 ft2 Medium 0.72 No 0.9 No 0.6 33.7 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 964 ft= N N CEILING Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 964 ft2 0.11 Wood 6/12/2015 9:45 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Omt Ta w Space 13_Vatue-Ff In Ft In Area R-/alue Fractioa_Absor__Grade.OA 1 W Exterior Frame - Wood Main 2 50 2 10 0 501.7 ft2 0.5 0.23 0.3 0 2 S Exterior Frame - Wood Main 2 26 0 10 260.0 ft2 0.5 0.23 0.3 0 3 E Exterior Frame - Wood Main 2 50 2 10 501.7 ft2 0.5 0.23 0.3 0 4 N Exterior Frame - Wood Main 2 26 10 260.0 ft2 0.5 0.23 0.3 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated Main None .46 3 6 8 20 ft2 2 N Insulated Main None .46 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 W 1 Wood Single (Clear) Yes 0.47 0.28 29.8 ft2 Oft 16 in 0 ft 6 in None None 2 W 1 Wood Single (Clear) Yes 0.47 0.28 8.2 1112 0 ft 16 in 0 ft 6 In None None 3 W 1 Wood Single (Clear) Yes 0.9 0.64 24 0 ft2 Oft 16 in 0 ft 6 in None None 4 S 2 Wood Single (Clear) Yes 0.9 0.64 24.0 ft2 7 ft 0 in 0 ft 6 in None None 5 E 3 Wood Single (Clear) Yes 0.9 0.64 12.0 ft2 Oft 16 in 0 ft 6 in None None 6 E 3 Wood Single (Clear) Yes 0.47 0.28 16.5 ft2 Oft 16 in 0 ft 6 in None None 7 S 2 Wood Single (Clear) Yes 0.47 0.28 14.9 ft2 0 ft 16 in 0 ft 6 in None None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0003 758.6 41.64 78.32 .219 4.7214 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 9 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 16.5 30 kBtu/hr 900 cfm 0.75 1 sys#1 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF ft2 6/12/2015 9:45 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 DUCTS Supply Return — Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 192.8 It Attic 48.2 ft2 Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingi j Jan HeatinH Jan j Feb fX1 Feb i j Mar M Mar 1 f Apr I itMa [ Xj May[ Jun ( Xj Jul IJun [ 1 Jul Xj Au i 1 AuSep S n j Oct Oct j Nov X] Nov j Dec X] Dec Ventin [ j Jan t[ 1j Feb Xj Mar X r May [ j Jun [ ] Jul Aug Se c] Oct Xj Nov j Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 1 - Electric Heat Pump 0% 1 - Central Unit 6/ 12/2015 9:45 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 406-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 310 W 6TH ST PERMIT #: SANFORD, FL, 32771- MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker electric) or shutoff (gas). Circulating system pipes insulated to = R-2 accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 6/12/2015 9:45 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. 310 W 6TH ST, SANFORD, FL, 32771- 1. New construction or existing Existing (Projecte 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=2.0 1523.30 ft' b. N/A R= ft2 3. Number of units, if multiple family 1 c. WA R= R' 4. Number of Bedrooms 2 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst easel No a. Under Attic (Vented) R=30.0 964.00 ft= 6. Conditioned floor area W) 964 b. NIA R= ft= 7. Windows" Description Area c. NIA R= ftz a. U-Factor: Sgl, U=0.47 11 69.35 R' • Duds a. Sup: Attic, Ret: Attic, AH: Main R ft2 6 192.8 SHGC: SHGC=0.28 b. U-Factor: Sgl, U=0.90 60.00 ft2 SHGC: SHGC=0.64 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A R= a. Central Unit 30.0 SEER:16.50 SHGC: d. U-Factor NIA ft2 13. Heating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 30.0 HSPF:9.00 Area Weighted Average Overhang Depth: 2.385 ft. Area Weighted Average SHGC: 0.447 8. Floor Types Insulation Area 14. Hot water systems a. Raised Floor R=0.0 964.00 ft2 a EF: b. NIA R= ft= b. Conservation features c. N/A R= ft2 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: O gHE STgT. oil a • Art • G c9 " i_e a c COD wE' Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. ErergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Building Analysis Job: GTH wrightsofte Date: Jun 11, 2015 Entire House By: ENERGYCALCS.NET INC Control Engineering Group ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775QM Email: MAGGIECENERGYCALCS.NET Web: ENERGYCALCS.NET License: RESNE... For: 310 W 6TH ST, SANFORD, FL 32771 Location: Orlando Sanford AP, FL, US Elevation: 56 ft Latitude: 29°N Outdoor: Heating Dry bulb (°F) 42 Dailyrange (OF) - Wet bulb (° Wind speed (mph) 15.0 Indoor: Heating Cooling Indoor temperature (°F) 70 75 Design TD (°F) 28 18 Relative humidity (%) 50 50 Cooling Moisture difference (gr/Ib) 22.9 38.1 93 Infiltration: 17 ( M ) Method Simplified 75 Construction quality Average 7.5 Fireplaces 0 Component Btuh/fF Btuh of load Walls 5.2 5123 31.1 Glazing 18.4 2428 14.8 Doors 10.8 454 2.8 Ceilings 0.9 870 5.3 Floors 3.3 3257 19.8 Infiltration 1.5 1792 10.9 Ducts 2531 15.4 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 16455 100.0 Cooling Component Btuh/ft' Btuh of load Walls 5.7 5715 23.5 Glazing 46.7 6149 25.3 Doors 12.1 506 2.1 Ceilings 1.7 1709 7.0 Floors 0 0 0 Infiltration 0.5 595 2.4 Ducts 3752 15.4 Ventilation 0 0 Internal gains 5900 24.3 Blower 0 0 Adjustments 0 Total 24327 100.0 Latent Cooling Load = 2409 Btuh Overall U-slue = 0.218 Btuh/fF-°F Data entries checked. 2015,1ur-23 09:16:25 wrightsotft• RlyhtSu@e® Universal2015 15.0.10 RSU19553 Page 1 sem%Edward0ownIoads%WAYNE DEMING rvsd mis.rup Calc = MJ8 Front Door faces: W 9 Load Short Form Job: 6TH wri htsoft' Da%: Jun 11, 2015 Entire House By: ENERGYCALCS.NET INC Control Engineering Group ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Plane: 386-775-OM Email: MAGGIEQENERGYCALCS.NET Web: ENERGYCALCS.NET License: RESNE... For: 310 W 6TH ST, SANFORD, FL 32771 Htg Clg Infiltration Outside db (°F) 42 93 Method Simplified Inside db ('F) 70 75 Construction quality Average Design TD (°F) 28 18 Fireplaces 0 Daily range - M Inside humidity (%) 50 50 Moisture difference (grAb) 23 38 HEATING EQUIPMENT Make GENERIC Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 9 HSPF 30000 Btu h @ 47° F 30 F 900 cfm 0.055 Cfm/Btuh 0.60 in H2O COOLING EQUIPMENT Make GENERIC Trade Cond Coil AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 16.5 SEER 26400 Btuh 3600 Btuh 30000 Btuh 900 Cfm 0.037 cfm/Btuh 0.60 in H2O 0.91 ROOM NAME Area ft2) Htg load Btuh) Clg load Btuh) Htg AVF Cfm) Clg AVF Cfm) c11 12 0 0 0 0 c12 12 0 0 0 0 mbr 168 4001 5905 219 218 util 81 1716 1924 94 71 kit 130 1752 4325 96 160 ba 48 729 888 40 33 hall 24 0 0 0 0 gbr 130 2660 3632 146 134 dng 1— 182 4PIG 2093 C/17 2594 Ence 114 4nA 96 109 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri ItltsOft' 2015Jun-23 09:16:25 9 RightSuite® Universal 2015 15.0.10 RSU19553 AM ...wrYoads%WAYNE DEMING rvsd Pape 1 sers%Ed vard%Do mjs.nlp Cad = MJ8 Front Door faces: W Entire House 982 16455 24327 900 900 Other equip loads 0 0 Equip. @ 1.00 RSM 24327 Latent cooling 2409 r 'rAI c I non I 4 ACC I ne e I nnn I nnn I v IflL"7 .7OL IV`fJJ LVr JV CRJV VVV Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightSOW RightSune®Universal 201515.0.10RSU19553 seraWEdwanT0owrdoeds1WAYNE DEMING rvsd mJs.rup Cale = MJ8 Front Door faces: W 2015Jun-23 09:16:25 Page 2 Wrightsoft• Project Summary Enure House Control Engineering Group Job: 6TH Date: Jun 11, 2015 By: ENERGYCALCS.NET INC ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIECENERGYCALCS.NET Web: ENERGYCALCS.NET License: RESNE... For: Notes: 310 W 6TH ST, SANFORD, FL 32771 Weather: Orlando Sanford AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 38 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure Ducts Central vent (0 cfm) Humidification Piping Equipment load Method Construction quality Fireplaces Infiltration 13925 Btuh 2531 Btuh 0 Btuh 0 Btuh 0 Btuh 16455 Btuh Simplified Average 0 Heating Cooling Area (ft2) 982 982 Volume (it') 7856 7856 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 59 30 Heating Equipment Summary Make GENERIC Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 9 HSPF 30000 Btu h @ 47' F 30 OF 900 cfm 0.055 cfm/Btuh 0.60 in H2O Structure 20575 Btuh Ducts 3752 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment sensible load 24327 Btuh Latent Cooling Equipment Load Sizing Structure 1779 Btuh Ducts 630 Btuh Central vent (0 cfim) 0 Btuh Equipment latent load 2409 Btuh Equipment total load 26736 Btuh Req. total capacity at 0.88 SHR 2.3 ton Cooling Equipment Summary Make GENERIC Trade Cond Coil AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 16.5 SEER 26400 Btuh 3600 Btuh 30000 Btuh 900 cfm 0.037 cfm/Btuh 0.60 in H2O 0.91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighttsofC RlghtSutte® U niversal 2015 15.0.10 RSU19563 2015 Jun 230 Page 1Page1 serolEdward%DownloadslWAYNE DEMING rvsd mjs.rup Calc = MJ8 Front Door faces: W Manual S Compliance Report Job: 6TH wrightsofts P P Date Jun 11, 2015 Entire House By: ENERGYCALCS.NET INC Control Engineering Group ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0906 Email: MAGGIE@ENERGYCALCS.NET Web: ENERGYCALCS.NET License: RESNE... For: 310 W 6TH ST, SANFORD, FL 32771 Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 24327 Btuh Entering coil DB: 76.2°F Outdoor design WB: 75.1'F Latent gain: 2409 Btuh Entering coil WB: 63.1°F Indoor design DB: 75.0°F Total gain: 26736 Btuh Indoor RH: 50% Estimated airflow: 900 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: GENERIC Model: Actual airflow: 900 cfm Sensible capacity: 27000 Btuh 111% of load Latent capacity: 3000 Btuh 125% of load Total capacity: 30000 Btuh 112% of load SHR: 90% Design Conditions Outdoor design DB: 42.3°F Heat loss: 16455 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: GENERIC Model: Actual airflow: 900 cfm Output capacity: 30000 Btuh 1820/6 of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 900 cfm Output capacity: 5.0 kW 104% of load Temp. rise: 17 OF The above equipment was selected in accordance with ACCA Manual S. Entering coil DB: 69.6°F Capacity balance: 0 OF Economic balance: 0 OF wrightSOft' Right-SuReV Universal2015 15.0.10 RSU19553 zols len 2309: apI A ...serMEdwartl0ownloadslWAYNE DEMING rvsd mis.rup Cale = MJ8 From Door faces: W Sheet 1 10x6 6 ", 1.0 ft 94 cfm 12 x 8 kit br160cfm9 I 12 x 6 all branch ducts r 6 12x12 7",3.6ft 146cfm 12x12,5.1ft x20 12x12 900 cfm 12 x 12,17.0 ft cl1 12x12 __-J_-- 12 x 8 7 " 9.0 ft all trunklines 8 «, 3 2 ft 12 x 6 192 cfrn Nberduct board r 6 6 ", 1.0 ft 114 cfin mtN 8x4 dnq 8",1.0ft 12x8 4" 1.4ft 40 219 cfm ba c12 12' dud Job #: 6TH Control Engineering Group Scale: 1 : 102 Performed by ENERGYCALCS.NET INC ... Page 1 ENERGYCALCS.NET INC 267 DELEON RD Right -Suite® Universal 2015 310 W 6TH ST DEBARY, FL 32713 15.0.10 RSU19553 SANFORD, FL 32771 Phone: 386-775-0908 2015-1un-23 09:17:06 ENERGYCALCS.NET MAGGIE@ENERGYCALCS.NET ...nloads\WAYNE DEMING rvsd m Duct System Summary Job: 6TH wrightsofte Dam: Jun 11, 2015 Entire House By: ENERGYCALCS.NET INC Control Engineering Group ENERGYCALCS.NET INC 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Email: MAGGIE@ENERGYCALCS.NET Web: ENERGYCALCS.NET License: RESNE... For: 310 W 6TH ST, SANFORD, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.60 in H2O 0 in H2O 0.60 in H2O 0.300 / 0.300 in H2O 0.317 in/100ft 900 cfm 189 ft Cooling 0.60 in H2O 0 in H2O 0.60 in H2O 0.300 / 0.300 in H2O 0.317 in/100ft 900 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mati Actual Ln (ft) Ftg.Egv Ln (ft) Trunk ba h 729 40 33 0.538 4.0 Ox 0 VIFx 6.5 105.0 st1 dn9 h 2093 114 96 0.397 6.0 Ox 0 VIFx 11.1 140.0 st1 9br h 2660 146 134 0.361 7.0 Ox 0 VIFx 41.1 125.0 st1 k" c 4325 96 160 0.815 7.0 Ox 0 VIFx 3.6 70.0 ry9 h 3503 192 187 0.317 8.0 Ox 0 RtFg 29.1 160.0 st1 mbr h 4001 219 218 0.530 8.0 Ox 0 VIFx 8.3 105.0 SO ud h 1716 94 71 0.845 6.0 Ox 0 VIFx 1.0 70.0 Name Trunk Type Htg Cfrn) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st1 Peak AVF 710 669 0.317 710 12.0 12 x 12 RectFbg Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mat! Trunk rb2 Ox 0 900 900 0 0 0 0 Ox 0 ShMt Bold/italic values have been manually overridden ti + wrightSOft' Right-Sutte® U niversal 2015 15.0. 10 RSU19553 sers\Edward%DowrdoadsIWAYNE DEMING and mjs.rup Cale = MJ8 Front Door faces: W 2015Jun-23 09:16:25 Page 1 til\.: r- l57H RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form Buicoti SgNF Permit # #' 15 1 8 6 7 0 0% Chi R11vEN Project Location Address ) D W, C As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.orq. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors 7"fz 28 " C_ U Z 2 Swinging Sliding Sectional Roll Up Automatic Other 2. Windows Single Hun Horizontal Slider Casement j Double Hung C CS 9E-151T()MYi0d ALL ADD W ` Oau'v5 Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments J I ' } V/VOC 21-41, M Roofing Fasteners Nonstructural Metal Roofing MIL ILENNiON! GS J V eP-1 NJ 10"J 1, 5211, i P4 Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 MOLYET ENGINEERING LLC 1060 EAST INDUSTRIAL DRIVE SUITE W ORANGE CITY, FL 32763 PH: 386-532-8000 FX: 386-774-6843 PE041509 June 23, 2015 Mr. Steve Fiorey City of Sanford Building Department 300 North Park Avenue Sanford, FL 32771 Re: New Roof Attachment 310 West 6`h Street Sanford, FL Dear Mr. Fiorey: At the referenced site, it is proposed to attach Millennium Metals, Inc. 5-V crimp, 26 gauge metal roofing to the existing roofing members, secured per installation guide on 6" centers. This is acceptable to the undersigned. Should further questions on this project arise, please do not hesitate to contact me. Very truly yours, 4B/A.4B P.E. Engineer=of-Record From:SUNNILAND ROOFING 4073244421 06/22/2015 13:17 #548 P.001/011 316 Wt 4T" 00 MID -STATES ASPHALT ME Product Specifications QUIK- Stick HT High - temperature (smooth poly surface) Uses & Description QUIK- Stick HT Is an SIBS modified self -adhering membrane reinforced with non - woven fiberglass mat for extra strength and durability. It's non-abrasive polyester surface is excellent for use in tie and metal applications. Benefits Offers a skid resistant, polyester surface. Silicone - treated, split -back, release film allows for easy installation and han- dling Softening point is a minimum of 250T May be installed directly to concrete, plywood, wood composition board and gypsum Self seals around nails May be used in new construction or re -roofing Offers greater tear resistance than traditional felt underlayment Provides protection for critical areas such as rakes, eaves, valleys, ftashings, hips, ridges, dormers and skylights Provides excellent low temperature flexibility May be left exposed up to 90 days prior to application of finished roof Florida Approval (FL #13857) ICC Approval (ESR-3123) Miami - Dade Approval (NOA # : 10-0413.03) Specifications msrX it STICK ASTM D 1970 Thickness, min 60 mils Maximum Load, min MD=80 CD=40 Elongation at Break, min 30% Adhesion to Plywood 0 77 OF min 30.0 bf/ft Thermal. Stability, max 0.05 Flexibility Temperature, Q -20 OF min pass Sealability around nail pass Water Proof Integrity after Low Temp. Flex pass Waterproof Integrity of lap Seam pass Slip Resistance pass Rolls per Pallet (label / box) 25 / 25 Roll Weight 70 Ibs f 2lbs Roll Diameter 8.5 in. Square feet 200 Available roll dimensions 36" x 66.8' (200sgft) 11113— STATES AS DHALT Tuscaloosa, AL 1 (800) 489 - 2391 www. msafoof.com 4/ 19/2012 From:SUNNILAND ROOFING 4073244421 06/22/2015 13:18 #548 P.002/011 LLENNIUM METALS, INC. 10200 EASTPORT ROAD JACKSONVILLE, FL 32218 LOCAL 904-358-8366 WATTS 1-877-358-Roof (7663) FAX 904-358-8285 NMI200O.NET 5-V CRIMP Net Coverage 24" 1/2' Net Coverage 24" 5 1/4' 1/2' MILLENNIUM - V Sidelap Detail PITCH ALERT: THIS PRODUCT SHOULD NOT BE USED ON APPLICATIONS LESS THAN 3:12 PITCH WITHOUT A SECONDARY UNDERLAYMENT SUCH AS PEEL & SEAL AND SIDE LAP SEALANT APPLIED TO ANTI -SIPHON CHANNEL. THE MINIMUM PITCH ALLOWANCE WITH THE SECONDARY UNDERLAYMENT AND SIDE LAP SEALANT IS 2:12. Specifications: Gauge Finishes Nominal Thickness ASTM & Grade Specifications 29 Galvanized 0142 ASTM A-653 Grade 80 Structural Steel 26 Galvanized 0185 ASTM A-653 Grade 80 Structural Steel 26 Acrylic Galvalume 0185 ASTM A-792 AZ55 Grade 80 Structural Steel 26 PTD Galvanized * 0185 ASTM A-755 Grade 80 Structural Steel PTO Material is siliconized polyester unless otherwise noted. Millennium Metals Offers a Limited 40 year warranty on Painted Panels, 25 year limited warranty on Mill Finished Galvalume Panels. Please request warranty information from your distributor. 26 Gauge Colors: Red, White, Gray, Hunter Green, Patina Green, Burnished Slate MILLENNIUM METALS INC. i TOLL FREE: 1-877-358-7663 FAX:904-358-8285 MM12000.NET SUBJECT TO CHANGE WITHOUT NOTICE PAGE 1 From:SUNNILAND ROOFING 4073244421 06/22/2015 13:19 #548 P.003/011 MILLENNIUM METALS. INC. 10200 EASTPORT ROAD JACKSONVILLE, FL 32216 LOCAL 904-358-8366 WATTS 1-877-358-Roof (7663) FAX 904-358-8265 MMI200O.NET r 5-V CRIMP Installation Instructions: 5-V CRIMP PANEL FASTENING RECOMMENDATIONS nail B 1%32' OSB BOARD OR PLYWOOD ' Dual C i5/32' OSB BOARD OR PLYWOOD f Roof Application' Step 1: Make sure the deck is even and square. Millennium Metals recommends the use of a minimum''/2" plywood or OSB boardlicewithcode. The deck must be supported by an engineered truss system not to exceed 24" on center. A moisture attached in accoi felt or other ASTM approved underlayment should be used over decking to control moisture. Metal should never barrier such as 30 tact with green or pressure treated lumber, as it will cause corrosion. If tin tabs are required to attach felt it will be come in direct Coll a 15# felt in the direction of the panel as an additional separation barrier. necessary to apply Step 2: Install E01e Drips/Roof Edge and Valleys according to details. Remember to use inside closure strips between Eave and Panel to eliminate water ill f l ernent should begin on the gable end opposite the prevailing wind. Starter edge should be the lap edge. (Opposite of Step 3: Panel plae r) After laying first panel, check for squareness. Panel 2 should be lapped over purlin bearing leg of panel 1 with the Purlin Bearing Le6urn of i" overhang is recommended at the eave. Alternative method of panel placement may begin in the center of the lap edge. A min m thod is used when the area to be covered is not divisible by 2 ft. or traditional placement allows for a pipe flashing to roof. Often this In Fndlaps must be a minimum of 12" and two strips of butyl sealant tape is recommended 8" on the uphill side of the occur in a side lap' ht. The fastener should be placed between the butyl tape strips. lap to keep waterti5 all tail C shows additional screws to be Step 4. Fasten pofma majorng to detail B r ribs for all eaves, ridgesor C based oand endlapsn approved sFloridaProduct olid substrate lApp oval requ es the substrate to be plywood. spaced oneachsidemustbe e with al snips, or r inetal cutting. No Step 5: Any field ill cause iron shavings to be spread and adhere to roof panels.des. Proper cutting should be done with the panels finished a eldonthe roof, as it " use graphite, lead, or any other marking devices that may stain panel and void warranty. side down. Do not e flashings, butyl aining ccessoriessuchasoots; 5-V le vents, i Step 6: install the tan, to maiatan watertight seals. In pect crew fast ners to insure that theyge caps, laeinstalledproperlyants, caulks, and closures are necess F MILLENNIUM MEALS INC. TOLL FREE: 1-877-358'1663 FAX: 904- 358-8285 SUBJECT TO CHANGE WITHOUT NOTICE PAGE 2 MM12000.NET SUNNILAND ROOFING 4073244421 06/22/2015 13:20 #548 P.004/011From 1, ao- MILLENNIUM W .. METALS, INC. F .. 10200 EASTPORT ROAD JACKSONVILLE, FL 32218 LOCAL 904-358-8366 WATTS 1.877-358•Roof (7663) FAX 904-358-8285 MMI2000.NET Step 7: Fasteners should penetrate deck material by'/4" FASTENERS CORRECT TOO LOOSE TOO TIGHT Ig 144r 01IFW EPDM MATERIAL EPDM NOT AT EPDM IS VISIBLE AT VISIBLE JOINT. PANNED AND IS WASHER. NOT ENOUGH PROTRUDING FASTENER IS COMPRESSION BEYOND EDGE PROPERTY TO MAKE A SEAL. OF FASTENER. INSTALLED. Aprasimate Serew Chart ir%t" Plywood 250 screws per square ht" Plywood - 150 screws per square 50 Lincal Feet - I Square Attention Installer: Please refer to the important notes section of this manual for safety, storage, oil canning disclaimer, shaving disclaimer and underlayments prior to beginning this project. Important Notes: Code Requirements vary from project type and location. Millennium Metals recommends licensed roofing professionals to install materials. It is the responsibility of the roofing contractor to meet all prescriptive requirements if not indicated in our recommendations. Safety when using metal materials is imperative. It is necessary to inspect deck integrity to insure it is safe to walk on before beginning any work. Never walk on material when wet or unsuitable weather conditions are present. Millennium Metals recommends the use of gloves and eye goggles when working handling materials. OSHA fall protection should be strictly adhered to on all projects. Job Specific engineering should be considered for any Florida application not installed according to Florida product testing. Millennium Metals Inc has a third party engineer who can provide this documentation for a nominal fee. Millennium Metals Inc. accepts no responsibility for the information provided. Florida Product Testing Millennium Metals Inc. has Florida Product approval over %" and 5/8" plywood. The current product approval is available on our website at mm12000.net. Figure 2-1 and 2-2 indicate attachment for these approvals. Fastener length for new construction should be a minimum of 1- 1/ 2" in the field of the project. The length of the fastener should penetrate the plywood a minimum of a V4". Re -Roofing Over Shingles If re -roofing over one layer of shingles with t/2" or 5/8" plywood and felt a minimum of a 2-1/2" fastener should be used. A Limited Warranty is available on Acrylic Galvalume and Pre -painted materials. A copy of this warranty is available to review at our website rnrni2000.net. Failure to request warranty indicates customer accepts conditions stated within the warranty. Millennium Metals warrants material only. Long life fasteners are required in warranty content. Please consult us if you have any questions regaurding fastener selection. Watertight warranties are not available. MILLENNIUM METALS INC. TOLL FREE: 1-877-358-7663 FAX:904-358-8285 MM12000.NET SUBJECT TO CHANGE WITHOUT NOTICE PAGE 3 From:SUNNILAND ROOFING 4073244421 06/22/2015 13:21 #548 P.005/011 tz: MILLENNIUM. METALS, INC. 10200 EASTPORT ROAD JACKSONVILLE, FL 32218 LOCAL 904-358-8366 WATTS 1-877-358-Roof (7663) FAX 904-358-8285 MMI200O.NET Estimating materials is available through a third party. We accept no responsibility for the accuracy of this information. It is the sole responsibility of the customer/contractor to verify information. Changes to quantity, length, or accessories should be made prior to ordering. Metal Roofing Materials are special order products and therefore not returnable. Cancellations will not be honored if materials have been produced. Materials should not be stored in a place where moisture can penetrate the bundles or covered with plastic. If immediate installation is not possible, material should be placed on wood blocks to separate from the ground or concrete with one end elevated. The bands should be cut to allow matenal to expand. A loose canvas tarp should be used to cover material so that air can circulate. Improper storage will void warranty. Oil canning is a waNy appearance in the surface of the panel. This condition is inherit to all metal panels but visible in designs with flat surfaces. This slight distortion in no way effects the warranty nor is reason for rejection or refusal. Shavings are iron filings left from the cutting or drilling of steel materials. The iron particles tend to go airborne and settle on sheets. Failure to remove the particles will cause embedment of the iron and rust marks. Underlayments: Consult your Millennium Metals Distributor about underlayments designed to be used with steel sheet roofing. MILLENNIUM METALS INC. TOLL FREE: 1-877-358-7663 FAX' 904-358-8285 MM12000.NET SUBJECT TO CHANGE WITHOUT NOTICF a METALS, INC. FETAL LOCAMONS 10200 EASTPORT ROAD JACKSONVILLE, FL 32218 904-358-8366 WATTS 1-877-358.7663 (ROOF) qp FAX 904-358-82B5 MM12000.NET EW-1 ENDWALL PAGE 12 SW-1 SIDEWALL PAGE 10 D w•,h+rr- r w.r. _Jt r1 r.w•r...wAM[4..a: ti. SW-1 SIDEWALL PAGE 10 G R-4 RC-1 / RC-6 GABLE EDGE RIDGE PAGE 10 PAGE 8 ter"= l. IX PV-1 /PV-2 VALLEY PAGE 11 RC-1 HIP PAGE 8 TF-1 TRANSITION PAGE 12 PANEL PROFILE PAGE 1 ED-1 /EF-3 EAVE DRIP / ROOF EDGE PAGE 9 zz r Z0 0O T Z cn co 0 0m From:SUNNILAND ROOFING 4073244421 06/22/2015 13:22 #548 P.007/011 MILLENNIUM METALS, INC. 10200 EASTPORT ROAD JACKSONVILLE, FL 32218 LOCAL 904.358-B366 WATTS 1-677.358-Roof (7663) FAX 904-358.8285 MMI2000.NET A. STD EAVE DRIP (ED-1) B. STD ROOF EDGE (EF-3) C. STD GABLE TRIM (GR-4) P. SIDEWALL FLASHING (SW-1) E. PREFORMED VALLEY (PV-1) 1, i H. VENTED RIDGE (RC-6) L HEMS ARE ?s OF AN INCH, UNLESS NOTED OTHERWISE F.-PREFORMED VALLEY (PV-2) I."STD HIP & RIDGE (RC-1) G. ENDWALL FLASHING (EW-1) J. TRANSITION_FLASHING (TF-1) r MILLENNIUM METALS INC. We stock screws, closures, touch up paint, pipe boots, butyl tape, ventilation and other accessories. TOLL FREE: 1-877-358-7663 FAX: 904-358-8285 MM12000.NET SUBJECT TO CHANGE WITHOUT NOTICE PAGE? From:SUNNILAND ROOFING 4073244421 06/22/2015 13:23 #548 P.008/011 RIDGE PITCH CHART 2A2 161' 2 152' 4,52 143' IA2 134' 942 127' HIP HIP / RIDGE DETAIL RC-1 MILLENNIUM. METALS, INC. 10200 EASTPORT ROAD JACKSONVILLE, FL 32218 4 LOCAL 904.358-8366 WATTS 1-877-358-Roof (7663) FAX 904.358-8285 MMI200O.NET F 1 BOX VERSA VENT t i 100 L.F. VENT 50 L.F. RIDGE i HIP VER VENTED RIDGE ' DETAIL RC-6, MILLENNIUM METALS INC. We stock screws, closures, touch up paint, pipe boots, butyl tape, ventilation and other accessories. ' TOLL FREE: 1-877-358-7663 FAX: 904-358-8285 MM12000 NET SUBJECT TO CHANGE WITHOUT NOTICE PAGE3,r From:SUNNILAND ROOFING 4073244421 06/22/2015 13:24 #548 P.009/011 METALS, INC. 10200 EASTPORT ROAD JACKSONVILLE, FL 32218 LOCAL 904-358.8366 WATTS 1-877-358-Roof (7663) FAX 904-358-8285 MMI200O.NET PAP UNDERLAYI FASTENER, 12" 5—V INSIDE CLO: SET IN SEA EAVE FLAS F/ i iY ROOF EDGE DETAIL EF-3 MILLENNIUM METALS INC. We stock screws, closures, touch up paint, pipe boots, butyl tape, ventilation and other accessories. TOLL FREE: 1-877-358-7663 FAX•904-358-8285 MM12000.NET SUBJECT TO CHANGE WITHOUT NOTICE PAGES From:SUNNILAND ROOFING 4073244421 06/22/2015 13:25 #548 P.010/011 WALL SEALANT COUNTER —FLASHING (SEE NOTE) FASTENER, 12" O.C. MAX. BUTYL TAPE SIDEWALL FLASHING FASTENER, 12" O.C. MAX. BUTYL TAPE PANEL UNDERLAYMENT NOTE: COUNTER —FLASHING OPTIONAL WHERE WALL COVERING CAN'T BE APPLIED OVER FLASHING WALL FLANGE, SIDEWALL DETAIL SW- I MILLENNIUM METALS INC. TOLL FREE: 1-877-358-7663 FAX:904-358-8285 MM12000.NET METALS, INC. 10200 EASTPORT ROAD JACKSONVILLE, FL 32218 LOCAL 904-358-6366 WATTS 1-877-358-Roof (7663) I FAX 904-358•B285 MMI2000.NET ii f We stock screws, closures, touch up paint, pipe boots, butyl tape, ventilation and other accessories. SUBJECT TO CHANGE WITHOUT NOTICE PAGE It From:SUNNILAND ROOFING 4073244421 06/22/2015 13:25 #548 P.011l011 MILLENNIUM. METALS, INC. 10200 EASTPORT ROAD JACKSONVILLE, FL 32218 LOCAL 904.358-8366 WATTS 1-877.358-Roof (7663) FAX 904-358-8285 MMI2000.NET I ENDWALL DETAIL EW-1 MILLENNIUM METALS INC. We stock screws, closures, touch up paint, pipe boots, butyl tape, ventilation and other accessories. TOLL FREE: 1-877-358-7663 FAX:904-358.8285 MM12000.NET SUBJECT TO CHANGE WITHOUT NOTICE PA( Specialty Structural ErIC)IrIPPr1nq CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report 5V Crimp" & "Millennium-V" Metal Roof Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 5211.1 R4 Florida Building Code 2010 Per Rule 9N-3 Method: 1 - D Category: Roofing Sub - Category: Metal Roofing Product: 5V Crimp" & "Millennium-V" Material: Steel Panel Thickness: 26 gauge (min.) Panel Width: 24" Support: Wood Deck Prepared by: James L. Buckner, P.E., S.E.C.B. Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 12-117-5V-S6W-ER Date: 2/6/ 12 Contents: Evaluation Report Pages 1— 8 CBUCK, Inc. 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net N ti ANA0K 00 00 I- C:) V A A 00 10 O O Ln ti ti u) ' Ne L O: M N r N ^ N a' O O Ln 1, O N CD1 THERMA11RU THERMA TRU DOORS I IS INDU%TRIAL OP.. En —TON, ali AAS I'/ Classic -Craft" and "Benchmark by Therma-Truly 68" SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & WIOUT SIDELITES INSWING / OUTS WING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 1. this product anchoring drawing has been developed in compliance with the 2010 Florida Building Code (FBC) excluding the'Hgh Velocity Hurricane Zeno'. See the Certification Agency Certificate for sizes, specifications and ratings. 2. Product anchors shag be as listed and spaced as shown on delois-Anchor embedment to base material shag be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shag be installed following installation instructions of ANSI/ AFdPA NDS 2005. All other foslener types to be installed following fastener manufacturer's installotion instructions. 4. Fastener embedment depths, edge distances and center -center distances shall be as specified by the fastener manufacturer but in no instance shag they be less than shown in Iles drawing. 5. Where shims are used, they must be a "rigid / swr material that complies with the requirements of the 2010 FBC. 6. Positive and negative design pressure fequ3ements for use with Ihis drawing stag be determ.ned by others for specific jobs in accordance with the governing code. 7. Site conditions not covered by this drawing ore subject to further engineering analysis. TABLE OF CONTENTS SHEET 0 DESCRIP71ON I Typical elevallons, design pressures s general notes 2 Buck anchoring 3 - - Frame anchoring 4 Frame anchoring & NO of malenals 5 1((mizontol S verficoi cross sections 6 _ Vertical cross sections IGS.W'MAX.O, F 5 IF- 0 a 5 I L} 68.5W MAX. ILFRAME I OYERAIL WIDTH - WIDTH 3 1 2 3 5 5 55 DOUBLE Iv/ SIDELrrES OXXO MAX DESIGN PRESSURE 47.0 -47.0 37.50' MAIL j OVERALL-- I WIDTH S} 5 I 1 SrNGLE .s MAX DESIGN PRESSURE 77.0 -77.0 SINGLE Iv/ SIDELITES OXO MAX DESIGN PRESSURE 47.0 -47.0 74.50' MAX. 53.W' MAX. _ OVERALL WIDTH OVERALL WIDTH H. , S I A, 0_uBLE r,c SINC1C 'N/StOELITE ,ice MAX DESIGN PRESSURE MAX DESIGN PRESSURE 47.0 -47.0 +47.0 •47.0 COCR HARDWARE 7A/G A IMES R WIRSEr SIGNAlURf SERIES to 1CII A WIASEr S1GNA rURE SERIES 730 WADsnCr - 4ow B IIZP p'o tl'Sv s'o3ya+ gooy m 6 6 m a 5 s Sr.r rr-Ts _ D.: m- Uri CH. 61 LFS D14 G W FL-- i 5225 1- :8 SnER 1 cr $ -- r N N 0, 00 ti O r O sn O N MASONRY OPENING 12X MASONRY OPENING 2X BUCK 4- 4" 4 II If p t 1 II 4 II SHOWNNFOR ll 1 MULLION /! TYP. I I REFERENCE 1 SHOWN FOR I I HEAD 1 REFERENCE II do JAMBS I I SEE NOTE 1 1 II I 111 II II 1 II I ASTRAGAL II II SHOWN FOR II II REFERENCE II II II II 1 II 1 II II u 1 4 1 1 TYP. HEAD MBS ASTRAGAL SEE ANOTE 1 1 SHOWN FOR REFERENCE u 1 1 a h u 1 1 r 4• I 14. MASONRY OPENING a 2X BUCK ti Co NOTES: 4- KIVILILLION 4 II SHOWN FOR TYP II REFERENCE HEAD I I k JAMBS SEE NOTE 1 II II II II II II II I MASONRY J OPENING 2X BUCK--/ xgx 2 1. 1/4" Elco Concrete screws anchoring 2x buck require a minimum 1 " clearance to masonry edges, a I-1/4" minvnum embedment and a minimum C clearance to adjacent concrete screws. Substitution of equal concrete screws from a differenl supplier may have difrerent edge distance and centerd-stance requirements. Concrete screw locations at the corners, of mulFon locations, and of ashagol locations may be adjusted to maintain the minimum edge distance to manor Joints. it concrefe screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to morfor joints, additional concrete screws may be required to ensure the maximum on center dlmenslon is not exceeded. 2. 2X buck min. S.G. z 0.55 4"--;-1--i— 4- II tt I II II MULLION II 4 II SHOWN FOR II II REFERENCE II HEADII II do JAMBS I I SEE NOTE 1 II t1 II II I II MULLION II II SHOWN FOR II II REFERENCE II ll II II II II II MASONRY OPENING 2X rl M N N n •; n 3 mi ogJ o Y G 0! E q, K O SINGLE W/SIDEI_ITES BUCK ANCHORING I 4 TYP. HEAD JAMBS SEE NOTE 1 z is U O sa+s: N T.S. DW. By. JK cwc or LFS DRAVMG NO.: FL-15225.1-68 M*.Et or CV fV 0, 00 00 P- C:) AA 00 10 O O M ti O ti Ln 10 rn L. O 3 tAz O N D' "E" l^ MULLION SHOWN FOR .1! _ REFERENCE A W/2X BUCK INSTALLATION O U 9 W/tX BUCK INSTALLATION zP. HEAD & JAMBS SEE NOTE 1 _ SEE NOTE T C" ..D., "E" VIEW "C"-"C" SINGLE DOOR W/SIDELITES SEE -/ DETAIL "4" r PAIRS 30 1 TYP. F 2 a n J W a _ UW N h oZ a r h VJjU C,I SEES weL n ± DETAIL N y L "6" f b" A" r[IIL6 16" — lie 1I MULLION SHOWN FOR N W `} REFERENCE 3. W/2X BUCK INSTALLATION 0/1X BUCK INSTALLATION o TYP. HEAD Nk JAMBS III SEE NOTE 1 Cl! H O a" A" 16" iw/2x BucK — T T INSTALLATION W/IX BUCK I INSTALLATION TYP. HEAD & JAMBS SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 n 16 16 'n Ire - VSEE - 5 DETAIL "2" VIEW "D'-"p .Sl F DOOR W/SIDELfTE VIEW snow W/ orsloxu. conarwMO FAS704 6 ITEM /x ". ALL somm To aeon .Mue CWKCnaa) NOTES: 1. 1/4" ITW concrete screws anchoring frame and/or sill require a minimum 2-1/2' clearance to masonry edges, a 1-1/4' minimum embedment and a minimum 3'ciearonce to adjacent concrete screws. Substitution of equol concrete screws from a different suppler may have different edge distance and center dstance requirements. Concrete screw locations at the corners, and at mullion locations, may be adjusted to maintain the minimum edge distance to rrlortor joints. Itconcrete screw locations noted as "MAX. ON CENTER"must be adusted to maintain the nrnimurrl edge distance to mortar joints, addriional concrete screws may be required to ensure the mowmum on center dimension is not exceeded. 2. 3/16" ITW concrete screws anchoring frame and/orsW require a minimum 2-5/8" clearance to masonry edges, a I-114" minimum embedment and a minimum 2-1/T' cleorance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. 3. The sidelile is direct set Into the jamb with (121 #8 x 2" pfh. wood screws. There are (4) at each vertical jamb, from the top down of 13.5' 31" 48.5" d 66. There ore (2) at the header at 4" from the outside comers of the frame. There are (2) at the sill, 4 from the outside comers. 4. For oplionnl sidelte construction with staples, sidellte is direct set into the jamb with (4) 7/6" X 1-3/4" 16 go. stoples along each jamb (6" from ends and equoily spaced thereafter). 9" A" SINGLE DOOR W/2X BUCK 2 INSTALLATION W/1X BUCK 11 INSTALLATION SEE NOTE 2 O DETAIL "2" W/2X BUCK 2 INSTALLATION W/1X BUCK INSTALLATION t2 1 C SEE NOTE 1 1 DETAIL "1.. DETAILS "' fl I + 11111111 o • rig e ti Ln a N Il_ NT N O` CO co O n n co O 0 M ti O t-m L G N a t Lr% N N r O O Lr% : O N 6" I II j I11 _ SEE NOTE 31 SHEET 3 I SEE DETAIL '3" I ASTRAGAL-' J MULLION-/ SHOWN FOR it SHOWN FOR REFERENCE (I REFERENCE ONLY II II SEE NOTE i i6 I SHEET 3 1 i6 5 M 5 1 II E" DOUBLE DOOR W/SIDEUTES A W/2X BUCK INSTALLATIOt W/1X BUCK 9 INSTALLATIOI, TYP. HEAD JAMBS SEE NOTE 1 SHEET 3 IN PAIRS 31 TYP. v i- - W W HN I ujz X N SEE- DETAIL "4" i 7 wa o\ N rjy EE NOTE 1 SHEET 3 HEW "E"-"E" SHOW4 N/ OPTIONAL CORRMM FA9W4V S REM 130 (IYP. AU S"m TO DOOR Akko CONRLCRORS) n A' Li r, I N 11 a N 33+] 3" r-6" SEE DETAIL I W/2X BUCK3" INSTALLATION g EiE 5 I I W/1 X BUCK y ASTRAGAL) INSTALLATION ' 4 SHOWN FOR +TYP. HEAD do JAMBS y $ EFERENCE_ LLLpSEENOTE1 II SHEET 3 SEE NOTE 1 I SEE NOTE 1- SHEET 3 I SHEET 3 SEE o 16 16 DETAIL 5 1 5 o \ a A o DOUBLE DOOR VIEW W/2X BUCK 2 INSTALLATION Material W/1X BUCK STEEL INSTALLATION 12 1 C STEEL SEE NOTE 1 W/2X BUCK SHEET 3 INSTALLATI N 3 Item DESCRIPTION A 10 x 2-1 2 PFH WOOD SCREW B 70 X 1-3 4 PFH WOOD SCREW C 10 X 1 PFH WOOD SCREW STEEL 1 TO x 3 4 LC. PFH WOOD SCREW(Hinge to Frame STEEL 10 x 2 LG. PFH WOOD SCREW STEEL 3 8 x 2-1 2 LG. PFH WOOD SCREW STEEL 4 1 4 x 2-3 4" PFH ELCO CONCRETE SCREW STEEL S 114 x 1-3 4 rrW PFH CONCRETE SCREW STEEL 9 4 x 3-3 4' ITW PFH CONCRETE SCREW STEEL 11 3 16' x 3-] 4" ITW PFH CONCRETE SCREW STEEL 12 1 4 x 3-1 4 ITW PFH CONCRETE SCREW S E L 13 MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4 X 2-1 4' PFH 7T1Y CONCRETE SCREW STEEL 20 HEADER JAMB 4.656" X 1 25 THERMA-TRU SUGAR PINE SG >m 0.34 WOOD 21 3 4 THK. PRESSURE TREATED SIDELITE PAD WOOO 30 1 2" X 1' X 25 GA. CORRUGATED FASTENER STEEL 0 i W/1X BUCK 1,171DETAIL "7" INSTALLATION SEE NOTE 2 SHEET 3 DETAIL '3' B ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. 1 C 19 aTE: 2 2 7 1 saa[. N.T.S. 1 DW Ft JK pET I „4„ CHY_ rr: LF oRnrmc ra.: FL-15225.1 s1EEt __!__or I Np— N a 00 00 O A A 00 o O O PO ti O Ir NO it Y L 03C 7 2-1/2"MIN FROM MASONRY EDGE RYPl 1X BUCK INTERIOR 2-1 /2' MIN. FROM MASONRY EDGE — TYP.) T 1 HEAD JAMB g To I sub -buck kawing shown Z2U EXTERIOR 1.2S —+-- INTERIOR 2 HEAD JAMB 5 To wood frame Inswing shown BUCK INTERIOR p 3 •' EXTERIOR azz X. 00 25MA SF#M SPACE I.ISMIN. 1.2SN. MIEMB. EMB. TYP. 4 VERTICAL SIDE JAMB 5 To2xsub-buck Inswing shown I" MIN. FROM 1" MIN. FROM MASONRY EDGE — MASONRY EDGE•-- ITYP) ITYP I z m 2X BUCK z A ,— i INTERIOR EXTERIOR 3 HEAD JAMB 5 To2xsub-buck Inswing shown INTERIOR A EXTERIOR I — III 0. 15MIN C- SINK LILWMIN. 0. 25'MAXSHIMSPACE EMB. 5 VERTICAL SIDE JAMB To wood frame Inswing shown 4 ka o P j z aZ 2121 12 i N T.S. ° JK m er LFS a n 15225. t — 68 N a—- N ti N O, 00 co O n n 00 O O O M ti O VD r U) L 3 ii€ O tN ._ n C r x N INTERIOR EXTERIOR 2-1/2-MIN FROM 2-1/2'NUN. FROM MASONRY EDGE MASONRY EDGE TYP.) (TYP.) rl "\ VERTICAL CROSS SECTION d Inswing configuration INTERIOR 2-1i2"M1N.FROM 2-I/7'MIN.FROM MASONRY EDGE MASONRY EDGE + TY, (TYP.) 41VERTICAL CROSS SECTION d Inswing confiWatlon EXTERIOR INTERIOR 2-1/2" MIN. FROM 2-1/2'MIN. FROM MASONRY EDGE - MASONRY EDGE TYP.) (TYP.) VERTICAL CROSS SECTION d Oulswing coMlguratlon EXTERIOR INTERIOR a i4 S 13 2-1/2"MIN. FROM 2-1/2-MIN. FROM r-.- MASONRY EDGE MASONRY EDGE TYP ) (TYP.) S VER17CAL CROSS SECTION d Oulswingconrgurotim INTERIOR I EXTERIOR Y N 2-1/2'PNN. FROM I 2-1/2"MIN. FROM MASONRY EDGE I+— MASONRY EDGE TYP.) (TYP.J r31 VERTICAL CROSS SECTION d EXTERIOR INTERIOR z .-.. am 2-1/2'MIN. FROM 2-)/Y'MIN. FROM t MASONRY EDGE — MASONRY EDGE+- IT1P.) ;1YP.) 6 VERTICAL CROSS SECTION 6 Outswing conrgurobm o ; i a Z U aVE 2121112 WALL, N.T.S. i DWC. Wr• JK D cm st LFS DMMNO ND.• C c FL-15225.1-68 0 N sNs¢r -L or g G JUN 0 9 2015 D BY. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION ov Application No: Y^ /4ff G7 Documented Construction Value: $ y 74 600 Job Address: D Historic District: YeXs No Parcel ID: Description of Work: Plan Review Contact Person: Li 21-W"t ,UL-1V) /t-C.P Phone: 4o ] 2 7- QO Z Fax: ` o:z 6 - 242Z Property Owner Information coNiXvL —C NC-7C'aNt Name chle9ty 1J eM )L' 24 Phone: ¢O7 Z 57. 240 2 Street: 10 1 E 14bT-1-1 J 12EerResident of property? : N6 City, State Zip: 5W& Q,Q FL 3 2771 Contractor Information Name Co1y l % , you p 1) (> Phone: 4y7 Street: 175 Si1%1 9AN 6'0n61GF pl, 5 f C I Fax: 47 S-ci City, State Zip: A &rg;A ft, 3 Z %71 State License No.: n l Architect/ Engineer Information Name: b I L C Phone: 3 O (P J Z &)DCD Street: LYob Cam, 1 yS G lot , Fax: — City, St, Zip: o C N , 27 E-mail: Bonding Company: / A Address: Building Permit Square Footage: Mortgage Lender: iUZA Address: PERMIT INFORMATION Construction Type: FAA1h F No. of Stories: ON E No. of Dwelling Units: Flood Zone: Electrical W Plumbing Zr New. Service - No. of AMPS: % 1) New Construction - No. of Fixtures: _ Mechanical K(Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 E 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. 2c'1LD Signature of er/A ent Date Signature of Contract r/Agent Date W AqPi L WA w, L, d6 m Print Owner/Agent's Name Print Cop4actor/Agent's Name Signature of Notary -State of Florida of Notary -State of Florida Date rz•; DEBBIE BI ANTON r += MY COMMISSION n FF I7P648 EXPIRES: February ?5, 2019 Bonded ThN Notary Public U,derwd1e, Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: Qg &. q' 15 FIRE: WASTE WATER: BUILDING: D • /.( Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 THIS INSTRUMENT! E EDBvF ° `' I19: 111 9G1111lG191121b It918t tl112d fill 18111 Name: 'V _ r Address: ' ;r. 1i:, , - •+ JL.I-, , LLCOUNTY S-( i?J Lr_:. NOTICE OF COMMENCEMENT CLERK' S rlico Qa, tJ. L.i _ li. _x 'fl i.i•P.1{ ii; J. State of Florida ;; = _ J :'.iE'i. BY County of Seminole / Permit Number: l Uy Parcel ID Number: 2-6 1. i% 3 6 o (% 6 (- )0qD 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: (Leoal descriolion of the DroDerty and street address if available) OWNER INFORMATION: Names 1 n I— -Tro AJC , ti) Uri— — P f=\z LL L Address: I IrfVrY'' i Wlr1l/It a"L, L G r—L1=T L' Fee Simple Title Holder (if other than owner) Name: CONTRACTOR: % _N n j ) c' 1) %, Name: WW 1 Y L l• U flov Address: Zz 7/ Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served __ as provided by Section 713.13(1)(b), Florida Statutes. Name: lTvi f )" Address: ID 'I IJJ- — 'J In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13( 1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND 19 OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMJENCING WORKROBTAINYOURNOTICEOFCOMMENCEMENT. Under en Iti s of perjury, I M that I have read the foregoing and that the facts stated in it are true to the es of I dgelief. 40 1L-PEW) OwnglureOwners Printed Name Florida Statute 713.13( i)(gu The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead' State of County of i / The foregoing Instrument was acknowledged before me this day of 20 by l.'^)- Q1141 / Who is personally known to mYN me of person making statement OR who has produced identification type of identification produced: DEBBIEBLANTON MYCOMM d oe1iT'( 1t+ A EXPIRES: Feblvary25, 2019 t r r3"-''.: R3r o Bonded Thn1 Notary Pubic Undenmlars Notary SVel: U PT AND t SE CLERK Application No: CITY OF SANFORD BUILDING & FIRE PREVENTION a=10J,lhrd»gK-AdM I, Documented Construction Value: $ j5Oo 1 oc) Job Address: 3/ D (ill • to /)V ST Historic District: YesX No Parcel ID: ^ r Zoning: VDescriptionofWork: L w l SO /}W 3 cyl( - zY49V Plan Review Contact Person: Q A)10L Title: / t Phone: 4D7 2 S7-2* 2_ Fax: o7 E-mail: -LA-)A Y1'J6 PC M 4Zr P Property Owner Information Name Phone: 407 Street: lD I F_ , I D , N //$ Resident of property? City, State Zip: S&4L 11- &Z7 71_ Contractor Information NO Name LPkz r, 6 kp fu G, Phone: 4 7 S '711 3 2, Street: 1 7_5StnidAL J 4my1'I ;i lL S% i` C Fax: in - 24-7 City, State Zip: jo/)T G, LJZ.i State License No.: 's6- dDO , T Arch itect/E ng I neer Information Name: AMA Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: PERMh INFORMATION Building Permit ' ' ! Square Footage: Construction Type: No. of Dwelling Units: Flood Zone: Electrical New Service - No. of AMPS: Mechanical ( Duct layout requi ed zew systems) 3L ooll97S - I I) l f! s w4G TwC /v////r Plumbing No. of Stories: New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 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. 1J 444 0PA, -Z I Signature of Owner/Agent Date Signature of Contracto / nt Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: C« ON,IJ,I=1Zk&I UTILITIES: ENGINEERING: - % )_S FIRE: Print Contractor/Agent's Name ky" -) Signature of Notary -State of Florida Date jt N" nft : DEBBIE MANTON My COMMISSION i1 FF 178648 EXPIRES: February 25, 2019 Not&y Pubic undeiwk. Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 I Revision Response to Comments Permit # Project Address: b City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov, Submittal Date Zvls ' l 5T __ . Contact: VJA w j ' / Ph: 2 ' -2-4L`— Fax: D Email: W AH tJE lJf-;;fY1 1 lJ l2 60 1lbL — C 06, , COSii/. Trades encompassed in revision: Building APlumbing SrElectrical Mechanical Life Safety Waste Water General description of revision: fZ-Opp ut• w L,,. . ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fireyrevention Building 0 Irrol.tA f* S14A 14%'- fL.rt Spa Gr PL44 r -) h4 QdL IA t M w A AL Al WkuL CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD,f FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 15-1867 Date: June 17, 2015 Contact Person: Wayne Deming Contact Phone Number: 407.257.2402 Contact Fax Number: 407.889.2472 Contact E-mail Address: WayneDeming(a, MControl-Eng.com Project Description: Residential Alteration Level II Job Address: 310 W 6"' Street The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: J 1. All pages that are signed and sealed must include a title block for the engineer that is signing and sealing the plans in accordance with Florida Statute 471 and Florida Administrative rule 61G15-23.002. FBC 107, Florida Existing Building Code 701.3 2. Please provide two (2) copies of Florida Product Approval, and list on a Sanford Product Approval Specification Form for the following products: windows, exterior door, metal roofing, and underlayment. A blank sheet has been provided for your convenience. FBC 107, FS 553.842, FAC61G20-3, Florida Existing Building Code 701.3 13. Please provide two (2) copies of the manufacturer's installation instructions for the following products: windows, exterior doors, metal roofing, and underlayment. FBC 107, FS 553.842, FAC61G20-3, Florida Existing Building Code 701.3 14. General Note 10(b) on Sheet A 1 states that all exterior walls to be 2x6 wood studs. All of the wall details on Sheet A3 specify 2x4 wood wall framing. Please revise so the details match the note. FBC 107, Florida Existing Building Code 701.3 5. Please provide a header detail, in accordance with FBC 2308.9.5.1 for any exterior openings that will be altered or re- built and include the support for the headers, in accordance with FBC 2308.9.5.2 FBC 107, Florida Existing Building Code 701.3 6. Please provide the support on each end of the new 2x10 beam that will be installed, in accordance with FBC 2308.9.5.2 FBC 107, Florida Existing Building Code 701.3 l7. The combination of the HVAC duct layout and electrical plan is not legible. Please provide a separate HVAC duct layout plan and an electrical floor plan. FBC 107, Florida Existing Building Code 701.3 1- AThe HVAC duct layout is required to show the sizes of the ductwork, type of ductwork, size of registers, and insulation value of the ductwork, in accordance with Florida Energy Conservation Code section 103.2.2 FBC 107, Florida Existing Building Code 701.3 A. The home is required to be designed for return air, in accordance with FBCR M1602.1. The duct layout does not indicate any return air ducts or transfer openings. Please provide a revised duct layout indicating the method of achieving balanced return air in accordance with FBCR M 1602.4 FBC 107, Florida Existing Building Code 701.3 " 10. The framing detail on Sheet A-3 shows that R-19 insulation will be installed in the ceiling space of the rebuilt Utility Room. Florida Energy Conservation Code section 402.2.2 requires minimum R-30 insulation. Please revise as necessary. FBC 107, Florida Existing Building Code 701.3 11. The plans are required to indicate the code edition in effect for the electric work. The current electrical code is the 2008 National Electric Code. FBC 107, Florida Existing Building Code 701.3, NEC 90.2 12. Please provide an electrical legend for the electrical plan for clarification. FBC 107, Florida Existing Building Code 701.3 J13. Please note on the electrical plan that the family room, dining room, living room, bedrooms, closets, hallways, or similar rooms require arc -fault protection in accordance with NEC 210.12(B) FBC 107, Florida Existing Building Code 701.3 114. Please note on the electrical plan that all receptacles are required to be tamper -resistant, in accordance with NEC 406. 11 FBC 107, Florida Existing Building Code 701.3 J 15. Please provide two (2) copies of an electrical load calculation for the home in accordance with NEC article 220. See NEC section 220.16(A) FBC 107, Florida Existing Building Code 701.3 1 16. Please provide two (2) copies of equipment sizing calculations, in accordance with 2010 Florida Energy Conservation Code section 403.6.1 FBC 107, Florida Existing Building Code 701.3 Incomplete Review based on the amount of missing information. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey&sanfordfl.gov. . Respectfully, Steve Fiorey Residential Plans Examiner 2- SCPA Parcel View: 25-19-30-5AG-0706-0090 Page 1 of 2 0,-,%4d,1ohngc)-n,CJ:A' Property Record Card PROPERTY Parcel: 25-19-30-5AG-0706-0090 gpplwsm Owner: PALMETTO AVE FOUR-PLEX LLC FiCMW40LECOUN Y,FLOR10A Property Address: 310 W 6TH ST SANFORD, FL 32771-1878 Parcel:25-19-30-5AG-0706-0090 Property Address: 310 W 6TH ST Owner: PALMETTO AVE FOUR-PLEX LLC Mailing: PO BOX 4842 SANFORD, FL 32772 Subdivision Name: SANFORD TOWN OF Tax District: Sl-SANFORD Exemptions: DOR Use Code: 0102-SINGLE FAMILY - SANFORD HISTORICAL DISTRICT Value Summary Valuation Method Number of Buildings Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) Land Value Ag Just/Market Value Portability Adj I Save Our Homes Adj Amendment 1 Adj 4 Assessed Value 2015 Working 2014 Certh Values Values Cost/Market Cost/Mark( 1 1 22,688 10,908 a --- 15,660 I $ 15,660 38,348 $26,568 4-- — 0 $0 9,123 $0 29,225 $26,568 Tax Amount without SOH: $ 2014 Tax Bill Amount $ Tax Estimator 1 Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 9BLK7TR6 TOWN OF SANFORD PB 1 PG 59 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund Schools City Sanford SJWM(Saint Johns Water Management) I 29,225 38,348 29,225 29,225 0 0 0 0 County Bonds 29,225 0 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 3/1/2015 08429 1087 1635 1546 1463 i 50,000 20,000 100 100 Yes No No No Improved Improved I Improved Improved WARRANTY DEED PROBATE RECORDS PROBATE RECORDS 4/1/2010 07365 12/20/2009 07310 12/1/2009 07309 http://www.scpafl.org/ParcelDetaillnfo.aspx?PID=2519305AGO7060090 6/9/2015 Detail by Entity Name Page 1 of 2 tail by Entity Name ALMETTO AVENUE FOUR-PLEX, LLC ilina Information ocument Number EI/EIN Number ate Filed ffective Date ast Event vent Date Filed rinciaal Address 06 S. PALMETTO AVENUE ANFORD, FL 32771 lailing Address O. BOX 4842 ANFORD, FL 32772 hanged: 01/28/2013 registered Agent Name & A( EMING, WAYNE L 01 East Tenth Street ANFORD, FL 32771 lame Changed: 03/18/2015 Adress Changed: 03/18/2015 authorized Person(s) Detail lame & Address itle MGRM EMING, WAYNE L O.BOX 4842 ANFORD, FL 32772 L11000049129 N/A 04/26/2011 04/25/2011 FL ACTIVE REINSTATEMENT 03/18/2015 http://search. sunbiz. org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 6/9/2015 Application For a Certificate of Appropriateness City of Sanford Historic Preservation Board 1877 - P.O. Box 1788 Sanford. Florida 32772-1788 Phone:407.688.5145 Fax:407.688.5141 Emall:www.sanfordfl.gov Answer all the questions on this form and submit all required attachments. Incomplete applications will not be reviewed. If you have questions about application requirements contact the Historic Preservation Officer at 407.688.5145 to ensure your application is complete. A building permit may be required for the activity detailed below. Please contact the Building Department at 407.688.5150 for more information. Failure to obtain a building permit may result in fines and/or double permit i fees. l Cf'd`1 1. General Information Downtown Commercial Historic District F1 Residential Historic District Is this a retroactive request? Yes d No Is this application filed in response to a Notice of Violation from the Code Enforcement Department? Yes No Property Address: 310 W. 6th Street Property Owner Information Print Name: Wayne Deming Mailing Address:- 101 E. 10th Street Sanford FL 32771 Phone: 407.257.2402 Fax: Email: waynedemingl@cfl.rr.com Signature: Applicant/Agent Information Print Name: Same as Above Mailing Address: Phone: Signature: Fax: I certify that all information contained in i Applicant/Owner Signature: / Would you like to receive emails regarding Email: and accurate to the best of my knowledge. Preservation and Community Planning within your community? 2. Application Category (check all that apply) Proposed improvements will affect the following elevations: Z North South C East West Site Improvements/Driveway/Walkway Storage Shed Replacement Siding/Floor/Porch Replacement Windows or Doors Underskirting Signs/Awnings New Construction/Additions Paint Fences/Gates/Pergolas R Roofs/Gutters/Downspouts AC/Mechanical Other 3. Description of proposed work Completely describe the entire scope of work, including changes in material and color, and methods that will be used to accomplish the proposed work. For large projects an itemized list is required. Use the reverse side if necessary. Increase wall height on rear, re -roof with 5V crimp on all roof surfaces, decrease size of windows on east elevation to accommodate a kitchen remove existing utility room (not historic) and replace with new larger utility room remove door on rear and replace with a window. install new windows on west elevation, ES This certificate must be prominently displayed on the site when work is in progress. **** W Application For a Certificate of AppropriatenessIN 1'" City of Sanford Historic Preservation Board 1877= + P.O. Box 1788 Sanford, Florida 32772-1788 Phone:407.688.5145 Fax:407.688.5141 Email: www.sanforc l.gov Answer all the questions on this form and submit all required attachments. Incomplete applications will not be reviewed. If you have questions about application requirements contact the Historic Preservation Officer at407.688.5145 to ensure your application is complete. A building permit may be required for the activity detailed below. Please contact the Building Department at 407.688.5160 for more information. Failure to obtain a building permit may result in fines and/or double permit fees. 1 l C( 3 1. General Information Downtown Commercial Historic District Residential Historic Districtxls this a retroactive request? Is this application filed in response to a Notice of Violation from the Code Enforcement Department? Property Address: '3 (D UJ, ('- TV Property Owner Information Print Name: AL- VYIr() Ain Mailing Address: 9- Phone: 25 - Fax: Signature: Applicant/Agent Information 11 11 ( a Print Name: LUA u W O d Mailing Address: i C>? , 1 ©Tit . Phone: Fax: Signature: I c ify that all information contai ed in this a 1' at c plicant/ Owner Signature: Would you like to receive emails regarding Historic Email: W 7 Email: Yes No Yes true hnd accurate to the best of my knowledge. 2. Application Category (check all that apply) Proposed improvements will affect the following elevations: North Site Improvements/Driveway/Walkway Storage Shed Replacement Windows or Doors Underskirting New Construction/Additions Paint Roofs/ Gutters/Downspouts AC/Mechanical and Community Planning within your community? South East West Replacement Siding/Floor/Porch Signs/ Awnings Fences/ Gates/Pergolas Other 3. Description of proposed work Completely describe the entire scope of work, including changes in material and color, and methods that will be used to accomplish the pMaje2- 7z d work. For lar a projects an itemized list is required. Us he reverses if necessary. c 2 rnpq vow q This certificate must be prominently displayed on the site when work is in progress. **** IPLANNING AND DEVELOPMENT SERVICES DEPARTMENT WWW.SANFORDFLGOV MAILING ADDRESS CITY OF SANFORD March 19, 2015 POST OFFICE BOX 1788 SANFORD, FLORIDA 32772-1788 Wayne Deming PHYSICAL ADDRESS Palmetto Avenue Four-Plex LLCCITYHALL 300 NORTH PARK AVENUE 101 E. 10" Street SANFORD, FLORIDA 32771-1244 Sanford, Florida 32771 TELEPHONE Re: Historic Preservation Board Certificate of Appropriateness Approval 407.688.5140 310 W. 6th Street Avenue FACSIMILE 407.688.6141 Dear Mr. Deming: At their meeting on March 18, 2015 the Historic Preservation Board approved the CrrYCOMMISSION request to change the wall height at the rear of the house, relocate windows, JEFFTRIPLETT remove the rear door, remove existing utility room and replace with new, and re - MAYOR roof at 310 W. 6th Street based on a finding that the proposed alterations are ARTWOODRUFF consistent with the purpose and intent of Schedule S, and comply with the design DISTRICT 1 guidelines in Schedule S. DR. VEwIA H. WILLIAMS DLsrRlcr2 The applicant is advised that an person aggrieved b a determination of thePP Y P g Y Board may appeal such determination to the City Commission by filing a written RANDYJONEDmmicT3s appeal and paying associated fees through the City Clerk's Office within thirty 30) calendar days of the Board action. A building permit is required for the PATTY MAHANY activity detailed above. Please contact the City of Sanford Building Department at DIsmtcr4 407.688.5150 for more information. CITY MANAGER If you have any questions or concerns, please do not hesitate to contact me at NORTON N. BONAPARTE, JR. 407.688.5145. Sincerely, ofaw_-, Christine Dalton, AICP Historic Preservation Officer Community Planner T.\Historic Preservation Board1FY2014-2015\03.18.2015\PM3 - 310 W. 6th StreetUpproval Letter.docx 7/o 94Cw4 00 City of Sanford, Florida PM-3 or HISTORIC PRESERVATION BOARD MEMORANDUM L— 187_4 MARCH 18, 2015 AGENDA To: Historic Preservation Board PREPARED BY: Christine Dalton, Historic Preservation Office/Community Planner SUBMITTED BY: Christine Dalton, Historic Preservation Officer/Community Planner SUBJECT: Request for a Certificate of to Modify the Wall Height at the Rear of the House, Relocate Windows, and Remove the Rear Door, and Re -Roof at 310 W. 6th Street THIS IS A QUASI-JUDICIAL MATTER AND, AS SUCH, REQUIRES DISCLOSURE OF ALL EX-PARTE COMMUNICATIONS, INVESTIGATIONS, SITE VISITS AND EXPERT OPINIONS REGARDING THIS MATTER. SYNOPSIS: A request to for a Certificate of Appropriateness to change the wall height at the rear of the house, relocate windows, remove the rear door, and re -roof at 310 W. 6th Street has been received. BACKGROUND: The project is located at 310 W. 6th Street in the Old Sanford Residential Historic District. The Seminole County Property Appraiser's website lists the year of construction as 1910. The- applicant would like to obtain approval for several modifications, as listed in the sections below. Roof The applicant has proposed replacement of the existing roof with a metal, 5V crimp roof. Schedule S states: The original roof shape and material of the principal and accessory buildings shall be retained if it is in good condition or repairable. (S-32) Deteriorated roofing material shall be replaced with new material that is consistent with the style of the structure, and shall be similar to the existing or original roof in composition, size, shape and texture, except in the case of asbestos shingles, which may be replaced with new materials, such as fiberglass shingles, cement fiber tiles or shingles, or clay tiles that are similar to the original roofing. All shingles shall be architectural. S-32) Metal roofs shall be standing seam, stamped metal shingle, full corrugated, 5V crimp or must simulate the appearance of standing seam. (S-33) Metal roofs may be copper, galvanized, silver or gray in color, or otherwise simulate a historic patina. (S-33) The existing roof has not been maintained over the years and has pitted in areas. Though it has been recoated it is still leaking. The proposed new roofing material will match the existing in material, composition, size, shape, and texture and will be 5V crimp in a galvanized/silver color. Wall Height A modification to the wall height has been requested for the one story section of the house, located at the rear. Based on the architectural design and construction methods, staff has determined that this area was likely not constructed in 1910. However, it was added early on, as it is reflected on a 1929 Sanborn map. The proposed modification will raise the wall height but will retain the existing roof pitch. This area has never been insulated, and will not adequately support the new roof. Since the roof must be redone, the applicant would like to raise the wall/roof height to allow for required hurricane straps, insulation and installation of dtywall. Page I of 2 Schedule S does not address wall height. It is staff's opinion that an increase in wall height by several feet will not adversely impact the architectural design or character of the building. Windows and Door The applicant is requesting approval to remove windows on the east elevation, to be replaced with smaller sized windows, to accommodate the kitchen sink and counters. Additionally new windows are proposed for the east and west elevations in the rear. This area has existing windows that are not original, and are not of adequate size to allow the space to function as a bedroom, which is its intended use. An existing door will be removed from the north elevation and replaced with wood siding to match the existing in dimension, profile, texture, and other visual qualities. Schedule S states: Only when a change is appropriate to the style and period of the building may a window be relocated, enlarged, reduced or introduced. (S-33) When replacing existing windows that are inappropriate to the style and period of the building, they shall be replaced with new windows that are appropriate to the style and period of the building. (S-33) Only when the change is appropriate to the style and period of the building, shall doors be relocated, enlarged, reduced. or introduced. (S-34) The proposed reduction of the window size on the east elevation is on a secondary elevation, and is requested to accommodate the interior layout of the kitchen. The proposed new windows on the east and west elevation at the rear of the building will be designed to match the existing original windows in style, material, and dimension. The existing door on the north elevation will only be visible from the backyard. RECOMMENDATION Staff recommends the BPB grant approval to change the wall height at the rear of the house, relocate windows, remove the rear door, and re -roof at 310 W. 6th Street based on the finding that the proposed change is consistent with the purpose and intent of Schedule S. Specifically, the alterations will not adversely impact the character and style of the house or the surrounding historic district. ADDITIONAL COMMENTS OR RECOMMENDATIONS MAY BE PRESENTED BY STAFF AT THE MEETING. SUGGESTED MOTION: I move to (approve) (deny) (with conditions) (continue) the request change the wall height at the rear of the house, relocate windows, remove the rear door, and re -roof at 310 W. 6th Street based on a finding that the proposed alterations are consistent with the purpose and intent of Schedule S, and comply with the design guidelines in Schedule S as outlined in the above staff report. Attachments: Certificate of Appropriateness Floor Plan and Elevations Page 2 of 2 F L 0 0 R P L A N NORTH SCALE 1/4' - 1'-0' NO R T H E L E V AT I ON S 0 U T H E L E V A T I O N IIIIIIIIIIIIIIIIII Ii Closing Affidavit Buyer) Before me, the undersigned authority, personally appeared Wayne L. Deming, MGRM of PALMETTO AVENUE FOUR-PLEX, LLC, FLORIDA LIMITED LIABILITY COMPANY, on behalf of the Corporation, ("Affiant"), who being by me first duly sworn, on oath, depose(s) and say(s) that: 1. PALMETTO AVENUE FOUR-PLEX, LLC, Florida Limited Liability Company ("Buyer"), is purchasing the following described property from Stephen F Meyer, to wit: Lot 9, Block 7, Tier 6 of E.R. Traffords Map of the Town of Sanford; according to the Plat thereof, recorded in Plat Book 1, Page 56, of the Public Records of Seminole County, Florida. 2. Buyer's marital status as reflected in this affidavit and the other closing documents is true and correct. The Buyer is of legal age and has never been adjudged incompetent. There are no matters pending against the Buyer that could give rise to a lien that would attach to the property prior to the recording of the interests to be insured, and Buyer has not and will not execute any instrument (nor pennit any action to be taken) that would adversely affect the title or interests to be insured. There are no judgments or liens against Buyer and no bankruptcy proceedings are currently pending with respect to Buyer. 3. To the best of Buyer's knowledge, information, and belief. (a) within the past 90 days there have been no improvements, alterations, or repairs to the above described property for which the costs thereof remain unpaid, and that within the past 90 days there have been no claims for labor or material furnished for repairing or improving the same, which remain unpaid; (b) there are no actual or potential mechanic's, materialmen's, or laborer's liens against the property; (c) there are no tenancies, leases or other occupancies (oral or written) affecting the property; (d) no other person or entity has any contract to purchase, option to purchase, right of first refusal, or other potential claim of right to purchase the property. 4. Buyer knows of no violations of municipal ordinances pertaining to the property, or any action or proceeding relating to the property which is pending in any court, nor does the Buyer know of any judgment, tax lien, or matter of any nature whatsoever which could create a lien or charge upon the property. Buyer has no knowledge of any matters that could or does create a cloud on the title to the subject property. 5. This affidavit is given for the purpose of clearing any possible question or objection to the title to the above referenced property and, for the purpose of inducing First Signature Title, Inc. and Westcor Land Title Insurance Company to issue title insurance on the subject property, with knowledge that said title companies relying upon the statements set forth herein. 6. Buyer hereby holds First Signature Title, Inc. and Westcor Land Title Insurance Company harmless and fully indemnifies same (including but not limited to attorney's fees, whether suit be brought or not, and at trial and all appellate levels, and court costs and other litigation expenses) with respect to the matters set forth herein. "Affiant", Seller" and "Buyer" include singular or plural as context so requires or admits. This affidavit is made under the laws of the penalties of perjury. Buyer is familiar with the nature of an oath and with the penalties as provided by the laws of the United States and the State of Florida for falsely swearing to statements made in an instrument of this nature. Buyer has read, or heard read, the full facts of this Affidavit and understands its context. Closing Affidavit (Buyer) - Page 1 File Number: 154899 State of Florida Department of State certify from the records of this office that PALMETTO AVENUE FOUR PL EX , L L C is a I i mited I i abi I i ty company organized under the I ms of the State of Florida, filed on April 26, 2011, effective April 25, 2011. The document number of thi s I i mi ted I i abi I i ty company i s L 11000049129. further certify that sai d I i mi ted I i abi I ity Company has pai d al 1 fees due thi s off i Ce through December 31, 2015, that i is most recent annual report was f i I ed on M arch 18, 2015„ and that its status is active Given under my hand and the Great Seal of the State of Florida at Tallahassep, the Capital, this the Eighteenth day of March, 2015 V^ IQ4R - Secretary ofState Tracking Number: CR4220642650 To authenticate this certificate visit thefollowing site,enter this number, and then follow the instructions displayed. https:/lservices.sunbizorglFilingsfCertificateOfStatuslCertificateAuthentication R%A' %z V JLJ. J" Al I VJL A % A J. V J. I WJL z W J l I< JL BP# /:" /S6 7 Address: -2 • a i BUILDING PERMIT Min Max Inspection Description p Footer / Setback p Stemwall Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls 3p Sheathing — Roof Roof Dry In p Frame Gp Insulation Rough In Firewall Screw Pattern To Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'1 Building Ceiling Grid So 0 0 Final Roof o„ o Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Mobile Home Tie Down Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Commercial —New Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) REVISED: June 2014 ELECTRICAL PERMIT.:. Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough p Electric Rough Pre -Power Final Temporary PoleHpppElectricFinal c 1w' a w u:r:w+: ffJ c r x x,t i p•-V. (• }ry. SSju4.lii YyJ.'b(}w.yy.n:: •c tZ-E uu... 3K r 1a_.:Ap.rinu''c 4vl l._1iQ. Min Max Inspection Description Roof Storm Drain Rough Plumbing Underground Plumbing 2°a Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final MECHANICALPERMIT',' Min Max Inspection Description Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap Mechanical Final BP500U07 CITY OF SANFORD Request For Inspection - Required Inspections Application number 15 00001867 000 000 Application type INTERIOR & EXTERIOR REMODEL RESIDENTIAL Tenant number, name Permit type/seq/VRU BLCA 00 000903872 Property address 310 W 6TH ST Type options, press Enter. 1=Select to schedule 4=Delete from list Min Max Opt Order Order Inspection Description 50 1000 FINAL ROOF 60 INSULATION ROUGH IN 70 DRYWALL/SHEETROCK 1000 FINAL BUILDING F3=Exit F6=Add F10=Display reslt date F17=Display open 8/10/15 12:29:43 BLDG PERMIT - NEW CONST/ALTER Sched Type Pmt/Seq Seq Stat Date BL03 BL09 DRWL BL08 Bottom F12=Cancel F14=Req'd insp maint BP500U07 CITY OF SANFORD 8/10/15 Request For Inspection - Required Inspections 12:29:43 Application number 15 00001867 000 000 Application type INTERIOR & EXTERIOR REMODEL RESIDENTIAL Tenant number, name : Permit type/seq/VRU BLCA 00 000903872 BLDG PERMIT - NEW CONST/ALTER Property address 310 W 6TH ST Type options, press Enter. 1=Select to schedule 4=Delete from list Min Max Opt Order Order Inspection Description Type Pmt/Seq 10 FOOTER INSPECTION BL16 BLCA 00 20 STEMWALL BL02 30 SHEATHING - ROOF BL12 30 SHEATHING - WALLS BL14 40 ROOF DRY -IN BL15 40 1000 FINAL STUCCO/SIDING BL30 50 FRAME WITH WINDOW/DOOR FA BL04 F3=Exit F6=Add F10=Display reslt date F12=Cancel F17=Display open Sched Seq Stat Date 2 AP 8/10/15 More... F14=Req'd insp maint Revision City of Sanford Response to Commentsk a C Building.& Fire Prevention Division o, V Ph: d07.688.5.50 Fax. 407.688.5.52 C'% Email: building@sanfordfl.gov Permit* /67 Submittal Date Project Address: Contact: W ailA., ) Ph: D 2 Fax: — Email: Wf]m c-h: Trades en ompassed in revision: • General description of revision: Building I0 '51 Plumbing EIectrical Mechanical Life Safety Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Cl'Planning • • / S Engineering Fire Prevention Building IE 3141"RECORD COPY 3/4" 1 3/4" 2 -5 2 1/4" 1 1/8" 3 1/2" :L 2 1/4" DAVIS & CLEATON ENGINEERING, INC. 260 WEKIVA SPRINGS ROAD, SUITE 1060 LONGWOOD, FLORIDA 32779 PH. #407-539-2353 LIC. #35816 CERTIFICATE OF AUTHORIZATION #8689 1 7/8" 3/4" f- 4" x 5 1/2" AMB REVISION' it-51' 1 867 s 3/4" 2-5 1' 3/4" 2 1/4" t 1 1 /8" 3 1/2" :L 2 1/4" DAVIS & CLEATON ENGINEERING, INC. 260 WEKIVA SPRINGS ROAD, SUITE 1060 LONGWOOD, FLORIDA 32779 PH. #407-539-2353 LIC. #35816 CERTIFICATE OF AUTHORIZATION #8689 3 7/8" 4" x 5 1/2" AMB 31-0n 3/4" I 2 -011 3/4" 2 1/4" 1 1/8" 3 1/2" T- 2 1/4" DAVIS & CLEATON ENGINEERING, INC. 260 WEKIVA SPRINGS ROAD, SUITE 1060 LONGWOOD, FLORIDA 32779 PH. #407-539-2353 LIC. #35816 CERTIFICATE OF AUTHORIZATION #8689 i 7/8" 2 1/4" 4" x 5 1/2" AMB 31-011 Project: 310 W 6th Sanford, FL Preparer: Frank A. Cleaton, Jr. Davis & Cleaton Engineering, Inc. 260 Wekiva Springs Road, Suite 1060 Longwood, FL 32779 PE #35816 Date: July 29, 2015 Structural Notes: 1.) Contractor shall verify all dimensions and conditions on the job site. 2.) These windows are not designed as Impact Resistant windows. Design Criteria: Design Code: 2014 Florida Building Code, Fifth Edition Note: Design loads were obtained in accordance with ASCE 7-10 American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures)). Scope of Work: Check member sizes and glass thickness and determine the connectors required to attach the windows to the building frame construction to resist the design wind loads. Design Parameters: Ultimate Design Wind Speed = Vt,n. _ Nominal Design Wind Speed = Va,d. _ Risk Category: II 140 MPH 108.44 MPH CCS 12tstoration - 2014 FBC - 310 W 6th, Sanford, FL - Windows - 7-29-15 Page 1 of 7 Building Category: Building Type: Wind Exposure: 11 Residential Windows B„ Determine Mean Roof Height: Grade = Exterior Eave Height = Distance to Grade = Mean Roof Height = Windows: 29" x 65" Type of Window: Double Hung Window Material: Cyprus 0.00 Ft. 10 Ft. (Max.) 2 Ft. 14.88 Ft. Construction: 2 114" x 1 3/8" top and side rails and 3 1/2" x 1 3/8" bottom rail with perimeter 3/4" x 5 1/2" jambs and (2) 1 3/4" x 1 5/8" center member. Pieces are joined using DAP 33 Glazing with an allowable max. length of 48" in any run direction. Connections: Attached @ top and bottom with #10 wood screws. Jambs: Jambs are screwed to the wood window frame. Windows: 29" x 30" Type of Window: Double Hung Window Material: Cyprus CCS Restoration - 2014 FBC - 310 W GIN Sanford. FL - Windows - 7.29-15 Page 2 Of 7 Construction: 2 1/4" x 1 3/8" top and side rails and 3 1/2" x 1 3/8" bottom rail with perimeter 3/4" x 5 1/2" jambs and (2) 1 3/4" x 1 5/8" center member. Pieces are joined using DAP 33 Glazing with an allowable max. length of 48" in any run direction. Connections: Attached @ top and bottom with #10 wood screws. Jambs: Jambs are screwed to the wood window frame. Windows: 20" x 30" Type of Window: Double Hung Window Material: Cyprus Construction: 2 1/4" x 1 3/8" top and side rails and 3 1/2" x 1 3/8" bottom rail with perimeter 3/4" x 5 1/2" jambs and (2) 1 3/4" x 1 5/8" center member. Pieces are joined using DAP 33 Glazing with an allowable max. length of 48" in any run direction. Connections: Attached @ top and bottom with #10 wood screws. Jambs: Jambs are screwed to the wood window frame. Determine Loading: Windows: Design Pressures for Windows: Zone Positive Negative 1PSF) PSF) Interior 21.8 23.6 End 21.8 29.1 CCS Restoration - 2014 FBC - 310 W 61h, Sanford, FL - Windows - 7-29.15 Page 3 of 7 Design Loads for Windows: Design Load on Side Rails = 63.68 Lbs./Ft. Design Load on Top Rails = 142.73 Lbs./Ft. Design Load on Bottom Rails = 142.73 Lbs./Ft. Material Used for Window Components = Cyprus Properties: Compression = 400 PSI (Min.) Tension = 270 PSI (Min.) Shear = 810 PSI (Min.) Evaluation of Window Members: Determine Properties of Window Components: Jambs: Dimensions: Section Modulus = 3.78 In.3 Maximum Moment = 85.08 Ft.-Lbs. Length = 1.75 Ft. Max. Allowable Load = 222.24 Lbs./Ft. > 142.73 Lbs./Ft. O.K. CCS Restoration - 2014 FBC - 310 W 6lft, Sanford, FL - Windows - 7-29-15 Page 4 of 7 Therefore, 3/4" x 51/2" Jambs Are Acceptable Provided They are Attached a Maximum of 24" on Center. Vertical Rails Section Modulus = 0.71 In.' Max. Allowable Load = 71.78 Lbs./Ft. > 63.68 Lbs./Ft. O.K. Therefore, 1 3/8" x 21/4" Side Rails Are Acceptable Provided They are Attached a Maximum of 16" on Center. Top Rails Section Modulus = 0.71 In.' Max. Allowable Load = 127.62 Lbs./Ft. > 142.73 Lbs./Ft. O.K. Therefore, 1 3/8" x 21/4" Top Rails Are Acceptable Provided They are Attached a Maximum of 12" on Center. Bottom Rails Section Modulus = 1.10 In.' Max. Allowable Load = 198.52 Lbs./Ft. > 142.73 Lbs./Ft. O.K. Therefore, 1 3/8" x 3 1/2" Bottom Rails Are Acceptable Provided They are Attached a Maximum of 12" on Center. CCS Restoration - 2014 FBC - 310 W 6th. Sanford. FL - Windows - 7-29.15 Page 5 of 7 Center Horizontal Member: Section Modulus = 3.32 In.3 Max. Allowable Load = 132.25 Lbs./Ft. = 157.21 Lbs./Ft. O.K. Therefore, (2) 1 5/8" x 1 3/4" Center Horizontal Members Are Acceptable Provided They are Attached. Evaluation of Connections for Window: Determine Capacity of Connectors: Attaching Member = #2 S.Y.P. Stud Thread Penetration = 1 In. (Min.) Size Screw Capacity Ms. 8 x 3" 167.33 10 x 3 1/2" 174 Attachment for Jambs: Spacing = 1.28 Ft. = 15.34 In. Therefore, it is Acceptable to Use #10 x 31/2" Screws with 1" (Min.) Embedment Into #2 S.Y.P. Stud Spaced a Maximum of 16 Inches on Center. Attachment for Vertical Rails: Spacing = 2.73 Ft. = 32.79 In. CCS Restoration .2014 FBC - 310 W Sth, Sanford, FL -Windows - 7-29-15 Page 6 of 7 Therefore, it is Acceptable to Use #10 x 3 1/2" Screws with 1" (Min.) Embedment Into #2 S.Y.P. Stud Spaced a Maximum of 16 Inches on Center to Satisfy Spacing for Side Rails. Attachment for Top Rails: Spacing = 1.22 Ft. = 14.63 In. Therefore, it is Acceptable to Use #10 x 3 1/2" Screws with 1" (Min.) Embedment Into #2 S.Y.P. Stud Spaced a Maximum of 12 Inches on Center to Satisfy Spacing for Top Rails. Attachment for Bottom Rails: Spacing = 1.22 Ft. = 14.63 In. Therefore, it is Acceptable to Use #10 x 31/2" Screws with 1" (Min.) Embedment Into #2 S.Y.P. Stud Spaced a Maximum of 12 Inches on Center to Satisfy Spacing for Bottom Rails. Check Glass: Non -Leaded Glass Windows: Maximum Design Wind Pressure = 29.1 PSF Window Area = 1.3 Ft.Z Thickness of Glass Required = 2.2 mm For DP 80 with Aspect Ratio Greater than 2) Therefore, 1/8" Thick Glass in the Non -Leaded Windows is Acceptable. CCS Restoration - 2014 FBC - 310 W Bth, Sanford, FL - Windows - 7.29.15 Page 7 of 7 CITY OF SANFORD BUILDING & FIRE PREVENTION D SEp 0 2 2015 PERMIT APPLICATION BY: - ' Application No: Documented Construction Value: 4 Job Address: j] " Historic District: Yes No Parcel ID: Residential 21o'commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Plan Review Contact Person: Title: Phone: Fax: Email: 11I Property Owner Information Name/` u i Q 1Y1( i Phone: Street: City, State Zip: Resident of property? : Contractor Information Name I N Phone:1 J 7 ' -f o 0 Street: Fax: ii CC,, rr City, State Zip: n i State License No.: (IAC, I I'J "1 (( JJ PI Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID sr- 3 i5 Signature of Contractor/Agent Date Pri C tractor/Agent's Name Si gokNatry-State of Florida Date ANNETTE SCOTT Notary Public - Stale of Florida My Comm. Expires Jan 16, 2018 Commission # FF 071760o C Thf01a' wn to Me or Produced ID Type of BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures, of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application 134BPRINO INCNLCEY LOOP SALES ORDER ALTAMONTE SPRINGS, FL 32714 Sales Order Number: 34 US Sales Order Date: Sep 1, 2015 Ship By: Sep 1, 2015 Voice: 407-925-7203 Page: 1 Fax: To: WAYNE & CHERYL DEMING POST OFFICE BOX 4842 SANFORD, FL 32772-4842 Shia To: 310 SIXTH STREET SANFORD, FL 32771 Customer ID PO Number Sales Rep Name DEMING, WAYNE Customer Contact Shipping Method Payment Terms C.O.D. Quantity Item Description Unit Price Amount 1.00 INSTALL INSTALL A 16.00 SEER 2 STAGE CONDENSER, 9,580.00 9,580.00 VARIABLE SPEED AIR HANDLER AND DUCTWORK. 1.00 WARRANTY WARRANTY IS 1 YEAR ON LABOR AND 10 YEARS ON ALL PARTS. SERVICE ON WARRANTY UNITS WILL BE PERFORMED ON WEEKDAYS FROM 8:00 AM UNTIL 5:00 PM. 1.00 WARRANTY2 ITEMS NOT COVERED UNDER WARRANTY ARE AS FOLLOWS: ACTS OF NATURE, CLOGGED DRAIN LINES, TRIPPED BREAKERS (DUE TO SOMETHING OTHER THAN MALFUNCTIONING EQUIPMENT) 1.00 WARRANTY3 AND PROBLEMS DUE TO LACK OF MAINTENANCE. SUGGESTED MAINTENANCE ON A MONTHLY BASIS NEEDS TO HAVE FILTER CHANGED AND 1 CUP OF VINEGAR ADDED TO DRAIN PAN. Subtotal 9,580.00 Sales Tax Freight 0.00 TOTAL ORDER AMOUNT 9,580.00 Revision Response Comments w City of Sanford OCT 2 120 Building & Fire Prevention Division Permit # l -- 6 V Project Address: ,E2w Ph: 407.688.5150 Fax: 407.688.51521BY_ __ q v Email: building@sanfordfl.gov Submittal Date ) • 2 1 Contact: Ph: 2b Fax: Email: 1124 Nr;g DBE 14 )0Ci tv Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety y Waste Water Department Utilities Waste Water 0' Planning IJ Engineering Fire Prevention 11 Building General description of revision: Npjj) t 'x 0 00ad ROUTING INFORMATION Approvals 5r 10•Z4• 1S RECORD CUYY P187IR714 1 CERTIFICATE OF APPROPRIATENESS HISTORIC PRESERVATION BOARD CITY OF SANFORD 300 S. Park Avenue Sanford, Florida 32771 407.688.5145 • www.sanfordfl.gov/HP THIS DOCUMENT MUST BE POSTED AT ALL TIMES UNTIL PROJECT IS COMPLETED. ISSUED TO: Cheryl & Wayne Deming For 301 W. 61h Street Sanford, FL 32771 BP#15-3181 DATE ISSUED: October 7, 2015 DATE EXPIRES: April 7, 2016 :{ .... Approved to construct a wood deck at the rear of the house. Deck to be constructed per attached drawing sheet SK-Al,, dated October 17, 2015. 0L1)1 - SA.NFORD H F Tt; Christine Dalton, AICP # 15 1 8 6 Historic Preservation Officer/Community Planner Please be advised It is the owner and/or agent's responsibility to notify staff of any potential changes from the approved COA that arise and obtain approval prior to commencing the changes. This Certificate of Appropriateness does not constitute final development approval. The applicant is responsible for obtaining all necessary permits and approvals from applicable departments before initiating development. 1 O , IRX APPLICATION # 15• -3/' 1 FOR A CERTIFICATE OF APPROPRIATENESS Answer all the questions on this form and submit all required attachments. Incomplete applications will not be reviewed. If you have questions about application requirements contact the Historic Preservation Officer at 407.688.5145 to ensure your application is complete. General Information / Downtown Commercial Historic District t 'Residential Historic District Is this a retroactive request? Yes Q'No Is this application filed in response to a Notice of Violation from the Code Enforcement Department? Yes [Uto Proposed improvements will affect the following elevations: forth South [IEast -]West Property Address: _` > l ( ) `9--J Property Owner Print Name: Mailing Applicant/Agent Information ` Print Name: YV1 Mailing Address: wo Phone: Email: Signature: BY SIGNING BELOW YOU ACKNOWLEDGE THAT A BUILDING PERMIT MAY BE REQUIRED FOR THE SCOPE OF WORK LISTED BELOW. YOU MUST CONTACT THE BUILDING DEPARTMENT TO DETERMINE IF A BUILDING PERMIT IS REQUIRED. FAILURE TO OBTAIN A BUILDING PERMIT OR DEVIATION FROM AN APPROVED CERTIFICATE OF APPROPRIATENESS WILL RESULT IN A STOP WORK ORDER, DOUBLE PERMIT FEES, AND POTENTIAL FINES. BY SIGNING BELOW, YOU ALSO ACKNOWLEDGE THAT THE INFORMATION CONTAINED IN THIS APPLICATION IS TRUE ACCURATE TO T E BE YOUR KNOWLEDGE. Signature: 1 Date: UFO Yes, I would you like to receive emails regarding istori Preservation and Community Planning within your communy. Description of proposed work # 1 5" 1 8 6 7 Completely describe the entire scope of work, including changes in material and color, and methods that will be used to accomplish the proposed work. For large projects an itemized list is re 7id. Use the reverse side if necessary. LJ It C) oLci-, c>) > HISTORIC PRESERVATION BOARD • 300 N. Park Avenue • Sanford, Florida 32771 •407.688.5145 • www.sanfordfl.gov/HP iX6 PT WD. DECKING PT WOOD BLOCKING --x 8X8X16 STONE FACED BLOCK 19" APPROX. GRADE 11(c- 4"THICK X 16" SQ.- PRECAST CONC. FTG. 218 SYP' JOIST ® 16" O.C. SIMPSON #HU28 (TYP.) 2) 2X8 SYP BEAM SIMPSON # MTSM16 P I E R D E T A I L SCALE : 3/4' = 1'-0" TWO RISERS ® 6.33" EACI 1 x6 P DECKIP SIMPSON TYP. ® E CONCRETE PIER SEE DETAIL 1 0' SIMPSON # HU48 TYP r A — INTO EXIST. 4X6 WU. BEAM FRAM ING PLAN NORTH SCALE: 1/4' = 1'—O" i 15-186 w,1-LDDIIwc 71 SANFORD coAR F L 0 0 R P L A N NORTH SCALE: 1/4" - 1'—O" Molyet Engineering LLC REMODEL 1060 East Industrial Drive / West FLOOR PLAN o.e Orange City. FL 32763 — Yew Map OCT. 17. 2015 Phone: (386) 532-8000 310 WEST 6TH. STREET Bryan A. Moylet PE SANFORD. FLORIDA 32771 '• S K - A 1 REQUEST FOR PRE -POWER COMMERCIAL PROPERTIES Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: l L - 21— ZU 15, Project Name: Project Address: J i1D Building Permit #: %61 Electrical Permit # S Am i:—:- In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. The facility will not be occupied until a certificate of occupancy has been issued. 2. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 5. If provided, the fire sprinkler system must be operational, per the local AHJ requirements, with water on the system prior to pre -power. 6. This pre -power approval is valid for a maximum of 180 days from date of approval. 7. Check with the local jurisdiction for fees associated with pre -power. A of Gen. Contractor Gen. Contractor License # JURISDICTION EMPLOYEE NAME: t L- b'o El. Contractor License # JURISDICTION: CALLED INTO: Progress Energy lorida Power and Light on / Rev. 02.10.15)