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HomeMy WebLinkAboutRevision- SoffitOFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT # Z/OS' — zJU CJ RECEIPT # RECF_IVFp PLANNING & DEVELOPMENT SERVICES OCT 29 7 2021 BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE St. Luce County FORT PIERCE, FL 34982.5652 Permflting (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISION�d�°� PROJECT INFORMATION LOCATION/SITE ADDRESS: DETAILED DESCRIPTION OF PROJECT REVISIONS: /LEvisror✓ GnrL Sa.cA=rT A-06 a &,Id .c)c -✓ �2.9xJ.JG. ,�'iT GidS INb 2- E eR✓14-61x&141T /c�;&-7- CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: QUALIFIERS NAME: _6rerpy d�� i�so�y ADDRESS: /cf?P_ G✓cyE� /72.✓� CITY: pit& 6*-q STATE: /=4 PHONE (DAYTIME): 3-2-1- 759 - -751 FAX: OWNER/BUILDER INFORMATION: NAME: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: FAX: ZIP: mu NAME: A. 9 0 esi6-.,' 6�-e-o v/' ADDRESS: Z/SY ffwh A/A CITY: 1nr0r1tw� yg2l3oc.2 ate,,( STATE: /=-I ZIP: _32y37 PHONE (DAYTIME): 32-1 - D x - 3S9 / FAX: SLCCC.• 9123109 Revised 06130/17 REV `; October 12th, 2021 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave. Fort Pierce, FI. 34982 (772) 462-2172 Express Homes Creekside Lot # 89 Product Approval Revisions To Whom it may concern, AN fd°o %V; At the builders request we have revised the product approvals to the latest product specifications. Please see the attached revised sheets. Sincerely, Michael C. Anderson, Architect Florida Architect #AR1730 2194 Hwy AIA • Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591 AA0003325 www.abdesigngroup.com W fiC9VIBWl1d for Cote Compliance Universal Enginaer riC Suiance3s 0 F, Product Approval Submittal Affidavit FL # or Miami- FLORIDA PRODUCT REVISION Glass Building Design R g Product Design g Dade APPROVAL EXPIRATION DATE Product Model # Manufacturer Description Method of Attachment Pressure Pressure REVISION For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame FL17499.2 R8 10/08/2023 SH Window 185 SH MI Window and Doors Non Impact into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" (+38) / (-48) (+50) / (-50) minimum embed. Into substrate. Locate anchors as shown in elevations and installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 3/8" minimum embed. Locate anchors as shown in installation details.For anchoring through frame into masonry / concrete use FL15353.2 IRS 12/31/2024 Vertical Mullion 5764 MI Window and Doors Non Impact 1/4" ELCO uitracon tapcons with sufficient length to achive a 1 1/4" minimum (+38) / (-48) (+48.1 / (-48.1) embed. w/ 1" min. edge distance. Locate anchors as shown in installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame FL15349.1 R14 4/3/2023 Fixed Window 185 PW MI Window and Doors Non Impact into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" (+38) / (-48) (+60) J (-60) minimum embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 3/8" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame FL14634.1 R5 12/31/2022 Sliding Glass Door Builders Series 4780 Ply Gem Non Impact into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" (+33) / (-41) (+50) / (-50) minimum embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in installation details. For anchoring through frame into wood framing or 2x buck use #10 wood screws with sufficient length to achive a 1 3/8" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame FL15332.2 R6 12J31/2024 Sliding Glass Door (Alt) Series 420 MI Window and Doors Non Impact into masonry /concrete use 3/16� tapcons with sufficient length to achive a 1 1 / 4" g (+33 / (-41) ) (+48.2) / (-48.2) Aluminum SGD minimum embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in installation details. 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each Opaque single door with FL20461.17 R6 12/31/2021 Smooth Star Therma-Tru N/A side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and (+36) / (-47) (+47) / (-47) transom jamb. Min. embedment of all anchors to be 1 1/4" 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C FL16107.3 R14 12/31/2023 Double Garage Door 16.2x7 73 W6 Clopay N/A (+29) / (-35) (+36) / (-42) 3/8" Simpson Titen heavy duty screw anchor with 1 1/8" OD washer into grout filled CMU with min. emben of 2 3/4", min. edge distance of 4" and min. end FL8248.11 R20 12/31/2023 Double Garage Door (Alt) 8024 Wayne Dalton N/A distance of 4". Max fastener spacing of 20". 3/8" dia. X 3" long lag screws with 1" (+29) / (-35) (+34.4) / (-38.3) OD washers with a 1 9/32" thread penetration into seasoned dry wood supporting structure. 3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between FL14170.7 R14 12/31/2023 Double Garage Door (Alt) Series 5, 177, Overhead N/A jamb and bracket location. 2 3J4" min edge distance. (+29) / (-35) (+34.4) / (-38.3) -, 187 180185185 Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails FL30310.1 RI 12/31/2024 Roof IKO SHINGLES IKO Cambridge N/A per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end N/A N/A and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring FL15216.1 R8 12/31/2023 Underlayment Rhino Roof U20 Interwrap N/A shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the field. FL5259.1 R32 12/23/2023 Underlayment (Alt) Polystick IRXE Polyglass USA N/A Self adhesive FL17322.1 R7 12/31/2024 Underlayment (Alt) WeatherMaster 100 Atlas Roofing Corp N/A Self adhesive FL34546.1 R1 12/31/2024 Underlayment (Alt) Shield Granulated Owens Coming N/A Self adhesive Self adhesive FL27076.16 R1 3/28/2023 Underlayment (Alt) Weather Armor SB-1 APOC N/A Install per manufacturers recommended requirements. FL3742.5 R14 8/16/2021 Off Ridge Vent 770D Lomanaco N/A N/A N/A Install per manufacturers recommended requirements.ALS FL19567.2 R2 9/21/2026 Off Ridge Vent (Alt) MMI MILLINUM MET N/A N/A N/A FL15272.1 R5 12/31/2023 Soffit 2T Soffit Aluminum Alside N/A Install per manufacturers recommended requirements. (+31.6) / (-38.8) (+75) / (-75) Variform Soffits Install per manufacturers recommended requirements. SEE PA2 FOR CODE FL33919.1 R1 12/31/2024 Soffit (Alt) PlyGem N/A IR E TS N NS A ATI N (+31.6) / (-38.8) (+157) / (-46.1) Install per manufacturers recommended requirements. FL16544.1 R6 7/30/2023 Soffit (Alt) Aluminum Soffit Alpha Alum N/A (+31.6) / (-38.8) (+54.2)/(-54.2) FL37824.1 R1 12/31/2023 Soffit (Alt) Aluminum Soffit Variform N/A (+31.6) / (-38.8) (+106.8)/(-141.6) Install per manufacturers recommended requirements. FL12194.2 R11 6/19/2025 Soffit (Alt) T4 Soffit Aluminum Coils N/A (+31.6) / (-38.8) (+80) / (-90) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in FL16293.1 R3 12/31/2021 Hurricane Panels Less than 24 GAGE Hurricane Storm panel N/A concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be N/A (+47) / (-53) 6' span MFG. headed screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in FL16293.1 R3 12/31/2021 . HurricanePanels 6' span or 24 GAGE Hurricane Storm panel N/A concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be N/A (+45) / (-50) more MFG. headed screw or all thread but with wing nuts. FL17147.1 RS 6/27/2021 Zip System Sheathing Wall Sheathing Huber N/A Install per manufacturers recommended requirements. N/A N/A 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802.3591 www.abdesigngroup.com AA #: 0003325 F W W o � 4LU U Q o � J 4 � � a z 7 o q rA u W � r m q � m 9 64 ti SVHDIV. & LrOT: CREEKSIDE PHASE 2 LOT # 89 PROJECT* 04321.200 089R1 MODEL• EXPRESS SHINGLE GARAGE SWING: PAGE: 160 MPH EXP. C ARCHITECT STATE OF FLORIDA OCT 14 2021 MtCHAEL C. ANDERSON AR NO 17305 08/19/21 SCALE: 1/4"=1'-0" IM411111 4 9,,71- --1 7/9 r e I 3, - 16 T A i eOLID AND V ? LUM Nurrr so�Frr . F�NrFD 1! 31D5'l-IPB ALL'AANVi1M A}�'lH1vK VENTED VERS01V VENTED AREA. 20.26 AWL WEAR FOOT R, a c:,,: RCN' KscgF7014 CAS A-PP.]0_J L'_I.N_ C L'9,":; 1C::' '.1 HL C H.1'.r, FE-H',. C.-. L ^<L_ .!.`,',...-A_'IUHED C COVF L7. W IH tiL'UIr!IY'L[II�: !_F -1_ F "•UL 'ol qL I'iJ U"::AIL. 2, +v,7sZp F;AJING AVC MASONF>4 'E - %NE-:' AND ANC14OP.EC TO FR-�=- PLY PAr-FF' Al I :WYS t! h"'C UFF F'_'VI WA'SONHY �NING IS IHh EsF'ONE L= LITY OF T = A "iCI IIT_C. OR CNC= r, C t_ F F'C_-OFC. 3. ALLOWAPLE STFESS INCR7_AS= OF 1/3 VJ:S ,CT _S=p IN -HE CESICN OF THE'P'RODUCT EHCWN F-E:<EIN. ':sINO _OA-. DURATIONi. FAC OR C9=1.6 y'h;, USED =OP. WOOD ANC -DR 4. -RAN,[ WA 1RIA.L. COLD. ROL_ED FOa`A A_jMINUTA 3105 II<. 5 =OR ANCHOR NC INT."., WOOD FRAM4NG OR 2X BUCI! USE 1 1/4' TRIM PAINT=D STAIN-M aTEEL NAILS WITH "/=" HEAD DAMTER, ,'/t•'X•/c" CR':,yvN OP, .''/A•\.'.�% STAPLES. ;r.EF=F -0 DETA w A. 5, 3, AND E =OR IAINIV0A EMBE-DWENT AND S=A,CING. ,. 6. -rJR ANCIIOiNG INT.- -4f4Ta>h1GYfL-'N:+-GWIT C,r-T 57C.-'✓� USE .0S7"K5/8_ T OR 3TJ6 MASONPd+_T%C. R-IF W11-I SI-JC(-4 USF .Og7'XI-1/2' I OR -T AII2 ,=F-P ,, DFTAI C OR r�IFIIMU I F4RF1'.W NT AND �mACINC;. ALL FA TC,C , 10 DE rU 'eO;ICiPt RC 15TANT $. N17TALsT.,1. ANCHORS HALL INS „_LED IN A_,CA'7RDANV^= WIT- ANCHOR 'A A N I I-Ai;I..< R'S. INS AI I A If )IN INS P14C Ir:':. A\' : .ANCHOFR . -AI I N.'.I ''^.- 11SF , - �TRATF= WTH STRFNi'1' 1=5�e THAN T-F M'.Mln"I. S-P.FNCTH EF=!"J!7=T RF OTVt' 4 J+cL -r P cc A � I - G -}_ J i Se e JPCr CT_ - 41NILI;,M EMI F:C�,, Iw_ ,TRC\I- -F 3J92 R51. MAaUV_�'Y S RCNGTII CORE: WANCE TO Aj W C-ffi.", GRADE 1, -"__. 1 (vR GREATER). i%ECK;NRRE&'=L'RFRATMAG 4WRACrRA°rrNd RE$YiNPRFSSI/F7FPATW, M1i�AC.7RATING DFSJGN?RFiSU:4FfU,7;N6 IlkRACTRATJNfi t5t.2PSF Acwt t3d.4PSF Aran. T 4 ( t31.1P.SF NcrJr iWEI, tNrA"a R'I IrOVERrhWa- W,4EN CWTAIA SO 4M ld ad:.wuNQ IVREA';N9TA�u?m'eo•avTRHAN6 • F CHANNEL 9rO5•M2EAL1M�iNUM .0J2'?'i;Ch: 5',,• r t s? J CHANNEL 9lOrHFBAL UMNYL!M.OiF fiivlS -AEF CF CONTENTS SHk- N(7. DES:: I�IION PROFILES AND N:TE3 2 NS-ALLATIO'U AND S"i7MPON AI PHA AI UM MUM IIC. 1710 PREMIER ROW ORI ANDO, F I 67809 16" ALUMINUM 5DFFI1 ?RCFLES AND NO"S C RW.'F: b'A>: NC_ V.L. 0$-C2198 IVTS .58%t75f 13 1 -OF 4 L RORSPTC-bWAS F,E. ifii2 6YO:7L�FORC R. LfiX^BViLLE, hi=���:a7 SIGI4IM 091?3.vo." ,yysNlflryLj R. V•.�YC, E A13�:9c1+ �F Ik• c fi ;t'= u.nP :'T= C Or REv'i1'••'�10R1Li•�ti lfrfBIILT NAL+ Las R. Lamus P.L. FL No.: 62514 R. l CE^. M-n6N CATS f.?PRrpV'j' .. !•: yISLJ +lOALS S L b AND DUAL °C J5.:1 ,;'<U<1 R.L. =P,AME 30-FLING ?Y O-HER<_. -RAMF RUI F.114' F :t.1.4F Hull IYINP y 5Y OTHERS 8' CT _P.5 t _ -_e -HIS IS NOT A BRAC_ � -I115 t$ FPR- pF 71115 S \::r,T 4 WRAC[ "e"-� -Ills IS NO- A 3wr *�, 1 / THIS � ART OF -...,z i {-��--�.--�` + -HIS IS f'4P.T OF _ � --._• ,: IC:C- TRUSS MTL!A '��Y-. RnnF T'�ll':S $*'' T=17 5 -�_ RC^.:= PUSF SYSTFM - ,``.�..�. %- ,..-- •_ i 4 4r I. f 1 t _-E-AILS l 10 -_ n • AND G �H EI 4 12. Ow=HHA.,,:_ 12"0VEAHANG INSTAiLATrON DETAIL %-f j '` �..f SEE SE SF= �` \ r EvG ./ DET4 _ r DENNILS 'HELI 'I A 11 ANL" t: +1 ll 7; 'L- .SFF \`_,111 1 IP ty+ C RIF 5FF , $Htai S+W-1 r FTAIS yN [,=T.NII ": A 5 AND C +t SHEET 4 SHEET 4 16' GvERHA.G - SE OETAI_ C SHEET J6"OVERNANG INSTALLATION DETAIL 2=' ayEF:IIANG - 24" OVERHANG HWALLATION DETAIL S+GNLO: 09+231202' A ALUMINJM INC. ill irl;,q�� -PHA 1f10 RREWEH ROW M1�y�T 1M14M1\5 R-I LO�FV{�, C ._ANDO. -L 32a09 v ti�+ M1GLOtg •gyp`+� 15' ALUMINUM SOFFI- dY'• p 6 *= INS-ALLATION DC -A LS �p7 ;y r aAR'Y rY.W? Nr WV -�.;dt.�` 08-671s8 SO�A . .J.a + NT5 ,u,t 0$/OS/ x OF `IN 4 L AMERTOLOLb13PE. 14M INVO3FC40 Rt7..EEWS4^�I.E, NC 27Mn Luis R. LBMdS P.C. su FL No.: 52514 BILL OF MATERIALS PART NUMBER DESCIRIPTIONI MANUFACTURER MATERIAL GOFFrf AI PHA A111KN11M INC, AI I IMINI IL4 311716-H?A 2 F CHAWEL JALPHA ALUA9:NUA^ NC ALUL1:NUE4 310Fi4428 3 J CHANNEL ALPHA ALUId1NUNI NC ALUMINUM 31U5 H2t ER-PUAF =1111 F,IN:: 83 OTHER` THIS IS vCT A BRACE THIS IS SARI OF MUSS N-SI-Li - SF 1 .-y`-1-L DEF.'11L5 A. 9 AND C `1 EZ L 12" OVERHANG INSTALLATION DETAIL MUguMi Reviewed for Code Compliance Hd Universal Engineering Sciences F 1?f!VF HUII �i1NiY CYO HERi n THIS IS NOT A 13PAk _- THISIS F.AP,T OF RC -PUSS St7=M i�7. 1 x` \ S-F F -SF- J fr714L E J- ;= IJLS EiET+NIL E S ACC- 4 P,. AND u `I IC7 -CTG 4 4 F'" i%7RHAr12 16" OVEFiHANGINSTALLATICNV OETAIL 1/4' MIN EAAHS DWLNI 3.'4' TR.IF,I PAINTE:? SS NAIL Va1'!+' 1L" -EAD CJAL'-ER 1OCAIF: .'., MAX 0.r. LL UI� Ar,.:_ DETAIL A NJODDFFtAlAh%JG ASTALLA710M W.' F CHA,".I+AFT- AN13.h+h>L& `,• , /4.YI /4" CROv+ , 57:,FLE5 1:1G41-Ci ?AMAk C'. C. IN D ALIOND PPTTEq % _-� MiAIIO FT!F14,,NC rTRJa.JNP,T"AJ.,'A'MW 24" f)1VE JjiANC: "} PC `t C_ I'V } PF i >'trNr:...... f S MIN EMBE0+AE.,J 1 X 1TR iX OCK RE0SIGI'15 FIVE t:r:.f RlPitnh ()kTT' N RnMf"d 9WD N.^.TES F Xk B ?4C rFF-I f: R.I FRAME 3ldILL.IN R'" fT HFRzz TIIIS IS •,' T .A DRACE THIS IS 'AFT OF R00 'TRIIS3 S`°ST170 EXTERK9R y 4 y \\ IK F.tIM1G -SF= + +\ 'max RIP=F DETA :.4 A" \ JL E A. 0 A G _CT =4 SIICCT a _EE 07AIL 0 2"NIAX0., 24" OVERHANG 24" OVERHANG INSTALLATIONL ETAIL ALPHA ALUM MUM IKC. :10 }'REMIEN KDW OR-AMDO, FL 32509 15" ALUMINUM SOFFIT PS-ALLATION DETAILS AWN: )WC NG, L. 08 02198 +Le NTS :.p..TE C1R,105/13 sr1EEr2 F 4 r Rr1PFPMAWAq F.F Nr�.7(% 6R6•�11j,•rn5[9 .',1nms?,�7M:naa'aN dY,+ _1 3f4 ht +"I" CPOve`. ST,,P'LC DETAIL 9 � � ch � <; H 14000 rPAIIING WSTA4tA. TIGW r''�y •r ,. _OCAT_ It; AT EA,',H CR00,;E VA'!" 4>IANIV&L AND STAPLE �✓ Ile . 1/4" FASCIA JP -'`� - 1 :/4'. T3 M FAINTED -:Z NAIL +E" 1AIN W1A1iF" =A7 FIAPJFTFR Fll(P ❑ISIANC OCAT-D 74" MAX OC SIGNED; caim,12021 1 m. _LiS R. Lcmos P.L. FL No-: 625'. i REJSCP5 RR` r.mrRpnON CAT- A�PRIV- C ' RFP: SFn 42TFS A A�UR rRro c C9J1?;+7C.'1 ?I DETAIL G WOD OFRAfJAAG lINSTALLATVV Wrh.l-;'HAAWR 3: 8" / t 4TAPL_S 31g".3AI^J - - -3,"s- 3=Ai1N CNLaE.UW_N`T DETAIL € STAP_CS WrM FRAAA;Nr L`AS4TAt.LITKHd DETAIL_ F _ .5; F" MIN FASCM SOF FF(:F fll$T7,NC.= STAPLE PtA,MDNP FATTERN UP ;s UM MA.L .� t LG:'C."rl_D 24" MAX S UCCO FIN 51 --'s `sc'� • �` ',F.I 7Y TI 2 j IAAsoO rzr/evr-crET= DETAIL 0 1 ; THERS MASC,VRYeCONC.PETE rNSTAL ATI Nr IMF CHA NA'EL AND NAP S Tr�FET1 To Nt3rE sFo,+t enssaruENr API IA ALUM NUM INC. 1 i 10 PREMIER ROW ORLANDO, FL 32809 15 ALJMINLM SOFFIT INSTALLATION DETAILS V. 08 02198 7777 scslE NTS. ;a-- .08/05/13 sr+e_rA OF 4 I.. R,^.d5M, LQW5 P.E. `, fit A R^.k7RA', 2i10 f1!; t Fv4Tn-44f f =. NC Ii!,`r1r L4•u"l�F+l.6iM rtATrnasialM)naut'M [!,.* C FT' F IHF' i ; P_C a I Ih MAX- O.C. _E -L -H Ss ITH FrS.t_L FASCIA DY CTIICRS SIGNED: 09123* V21 if `mow •�M1O,ENa'�9sP r �c aa�fi STAT OFF O. .{z�z r S'F�QR19�:•Lcam. /Y1110HAL.+S %'1%a Li's R. Larr:cs N.L. FL No.; 52511 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www.abdesigngroup.com Illiii AA #: 0003325 J F Me W W � l'3 z W U Q O � J O o a � � A W RA q � E~ SUBMV. de LOT: CREEKSIDE PHASE 2 LOT # 89 PIROJECT# 04321.200 0891R1 1dODEL: EXPRESS SHINGLE GARAGE sTIMG: PAGE: 60 MPH EXP. C ARCHITECT STATE OF FLORIDA ---A y 1.4 2021 MICHAEL C. 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