Loading...
HomeMy WebLinkAboutRevisionOFFICE USE ONLY: DATE FILED: _ REVISION FEE: RECEIVED OCT 2 7 2021 8x PW18 county eermitti ng LOCATION/SITE ADDRESS: -Y-/ © 1 1007-0,-m PERMIT # RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5662 (772)462.1563 RECEIVED APPLICATION FOR BUILDING PERMIT REVISIONS OCT 2 8 "171 PROJECT INFORMATION Permitting Department St. Lucie County DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: 6, A. yp&7-p,i; QUALIFIERS NAME: l3zp v DFtcvdsoa! ADDRESS: iy?o cvcy�,z da,vF' CITY: ���, , ,qgy STATE. ZIP: 32 yo 7 PHONE (DAYTIME): _ 3 Z/ - 7 3 -- 77 72 FAX: OWNER/BUILDER INFORMATION: NAME: CITY: STA ARCHITECT/ENGINEER INFORMATION: ZIP: FAX: NAME: 4, ,Q p esrI6-A., 6r,e o cJA ADDRESS: 2/? y #A, !y j7q CITY: / vJsH c y,g2Qov� 6eul� STATE: Y'L— PHONE (DAYTIME): FAX: ZIP: 324-7 SLCCC: 311 REVISION Revised 0616/30/17 October 12th, 2021 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave. Fort Pierce, FI. 34982 (772) 462-2172 Express Homes Creekside Lot # 16 Product Approval Revisions To Whom it may concern, At the builders request we have revised the product approvals to the latest product specifications. Please see the attached revised sheets. Sincerely, Michael G. Anderson, Architect Florida flr_chitect#AR17305 RECEIVED OCT 2 8 71171 Permitting Del -anent St. Lud- (;)unh File Copy 2194 Hwy AIA • Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591 AA0003325 www.abdesigngroup.com RECEIVED OCT P. 8 '1 Permitting ue, .,.gent St. Lucie rr REVISION File Copy Reviewed for Code Compliance Universal Engineering Sciences Product Approval Submittal Affidavit FL # or Miami- FLORIDA PRODUCT REVISION Glass Building Design Product Design 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 R5 12/31/2024 Vertical Mullion 5764 MI Window and Doors Non Impact 1/4" ELCO ultracon 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 M I Window and Doors Non Impact into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" (+38) / (-48) (+60) / (-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 12/31/2024 SlidingGlass Door Alt (Alt) Series M I Window and Doors Non Impact p into mason / p g / " masonry /concrete use 3 16 tapcons with sufficient length to achive a 1 1 4 ( ) / (_ ) +33 41 +48.2 ( ) / (_48.2) S Aluminum SGD minimum embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in installation details. Opaque single door with 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each 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 16.20 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 CM 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) g Series 5, 177, Overhead N/A jamb and bracket location. 2 3/4" min edge distance. (+29) / (-35) (+34.4) / (-383) 180185 -185, 187 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 R1 12/31/2024 Roof IKO SH INGLES 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 resistant tin caps and 12 ga. 1-1/4" annular ring FL15216.1 R8 12/31/2023 Underlayment RhinoRoof 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 RI 3/28/2023 Underlayment (Alt) Weather Armor SB-1 APOC N/A Install per manufacturers recommended requirements. FL3792.5 R14 8/16/2021 Off Ridge Vent 770D Lomanaco N/A N/A N/A Install per manufacturers recommended requirements. FL19567.2 R2 9/21/2026 Off Ridge Vent (Alt) MMI MILLINUM METALS 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 12J31/2024 Soffit (Alt) PlyGem N/A IRE E TS N S L TI 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 Hurricane Panels Less than Hurricane Storm panel FL16293.1 R3 12/31/2021 6' 24 GAGE N/A concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be N/A (+47) / (-53) span MFG. headed screw or all thread but with wing nuts. Hurricane Panels 6' span or Hurricane Storm panel 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in FL16293.1 R3 12/31/2021 24 GAGE 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 R5 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: 321-8023591 www.abdesigngroup.com AA #: 0003325 J F W lu o ti a Z 4 U w Q w p J A 7m Z 0 V N A 0 F ti SUDDIV. Se LOT: CREEKSIDE PHASE 2 LOT # 16 PItOJECT# 04321.200 016R1 MODEL: EXPRESS SHINGLE GARAGE OWING: PAGE: li�60 MPH EXP. C ARCHITECT: STATE OF FLORIDA OCT 14 2021 MICHAEL C. ANDERSON AR NO 17305 DFUNT A08/19/21 SCALE: 1 /4"=1' - 0" IA:i e w Yf. KAr : RE' DE$CS FTCH C}-E AS?0]JEJ -; ; f,§r" - - 1 /ti•' �'. tV CLD H_'ILs v: '_ ::EI ll .�J_ 1 C'„1: Gl' a. I 1TEAI N4.: PART NUMBER DESCRIPTION MANUFACTURER MATERIAL " ;SOPPY AI PH4 AI 11A9:NIlA" NC AI I IMiNI IM 3f(15A4?R 2 F CHAN\EL A.LPH.A A.LUMiNUA1 INC ALUMINUM 31 D5-H2€ 3 J i;HANNEL JALFHAALUIJINUM NC ALUMINUM 311.6 H25 0 0 _ n n - n uu_ uu_ 00= 000 0170nn_ II II n�nnQnn_ II 11 II 4 V39- 7�1'13'r— 4 9/A21' 7/5 i I 16"ALUM1AfU T SOFFIT- SOLID AND VENTED T�—� 3AlL" �9 i SIRS di28 AL:1MtdYIJ!U.C72'IM{.'K VENTED VEP.S!M VENTED AREA. 20.25 Mi,1WEAR FOOT NO -Es: HE NiJ_Uvl SHOWN FERUN IS L NCNEG AND MA` -A;L'IIJHED C CONPLY W:IH EOUIHEMENIS :;F -i_ F_:)i.:IA RUILUINj UUUE. 2: @1401) FRAAINGAND MASONRY OPENIPIC `0 PE "=SIGNE' .AND ANCHOP,EC TO FR,F_RLY PA:SFF ; Al I :3AfvN O S IRLII, URF. Fwlf INN A, 1 61A'SONN' Q7 I' NING IS IHF -;rsn-)N`'• C LITi 0r 7 AvCI IIT_-C7 OR CNG f.E R or r-,EoRr. 3. ALLOWARLE ST-RESS INCREA5E OF 1/3 WAS NCT EED IN -HE DESIGN OF THE PRODUCT SHC'A'N HEYEIF3. WIND -OAC DURATION FAC-OR Cd-i:s WA_ USED --OR WOOD AN---,?= LAI CIA A I C %, S. 4. RAMC Nr DRIAL: COLD ROL-ED FORM A_;tMINUV 3105 112E. 5: ='0R ANCH0211C INTn WOOD FRAMINC OR 2X 6UCA'. USE 1 ?J4' TRIM PAINTED STAI:• FSS oT=EL NAILS WITH 1 IL' HEW, D Ay'7_R, 3/4"X' /-' CROIVN OR :,; ? "> Z/,P'" STa,FLES. REF=R -0 DETA -;. A. B. O. AND E =OR tAINIv4FA EMBE WENT AND S=ACING. fi. -4}r: ANCIIO,NU INT; MASfiNRY{L rJ E turf CST :i7L U',rC U�T'XS/8 T OR.3rJ-. ":AIIS -OR AM.H+.PI117 INIO MASONRY/2-. ,CR-IF WII-I Sl ACCf) IISF [7j97"7:1 1/?- I fiR 7T,'P ';All 4=17=R -r I)FTAI C =OR MINIvit!N1 FIARFIT..,7JT ANT) F=ACING, ALL F: FTE\C a O BE �OSION RE5IsTANT 8. NSTAL eT"11N ,ANCHORS +,LL c_ INS LED IN A;CORDAy ,_ Wrf !,NCHoR ^A4NU AI` I.. miP.''i INS Al I A ION INS P,IIC U:NS, .,'a . 4E'AOR' -Al I t4^ I I lt•F:7 1 -z,jRsTRATF7 V TH STPFN1'T c, I--V THAN T-F Ai'. 1,A111.1 RFf�OTH 5==('.IF=� RF Ovi: .4 +a OL' -AEI MUM SPE IC GRA` I-Y � G O 4? L? 'ONCRET VININIUM L"APPESSI� `TREN.ST CF 1.192 ''sl. NinaJ'd,'Y S7RENGTII LC'NFC .YANCE TO AS -A+ is-«.: GRADE N. -"'__ 'I ',;:R GREATER). PR6VRNcSrU'MRC3E'RAIA.A.TEDKMi RArWINPACTRADE4GNPRFvSURFRA7,W, MACrA7FSGtiPh1f4 ±64,2PSF Kw-38.4PSF t31.1 PSF vzv !?'9VERlAAG fl W,4EN r,.C4TALLEV ifftrO IFF" O WHEN,NSr.ALLE_D V'OVEWM0 t 1 F CHANNEL i J) J CHANNEL SrCFrH2E ALUA•f'NUM;PF2°'T,yiGIC 3105-M8ALL'llIWVA.C1i-THICK -RAMF ISIJI rINr Y OTHERS -A?-E CF CONTENTS SHE- Nt;. UE�:;: il�lli)IJ PROFlLEs AND N2TEa INSALLL,TIOV GALS Ah1G I:UMPOFJ 71IIS S NOT A d3RACE THIS e 7'RT OF ROOF Tl?LIS �'T=W 1, l ,' +11 SEE A 4 !"D U H-El 4 (' 12` Ov3tHA%_t - 1200VERHANG INSTALLATON DETAIL Reviewed for Code Compliance Universal EngirleerwQ Sciences F z,'.Adt HI110IFJf, -Ills is No- A 3R r -HIS IS PART OF RO = -ROSE='fTTFv AI PHA AI UM NUI0 INIC. 1710 PREMIER RDW ORI ANDO, F I S7H09 16" AIUMINUM SOFFIT PROr LES AND NO'_5 1M'h D91G t4C. L. 08-C2198 .Lc NT5 3' j8/05/13 "I C)F 4 L ROBEPT:) LOVAlS P.E. e412 L"3WP.7RC+ RG LEA'SVXLF NC3.17C,•3 bxo-�;k[:5t+v "Srryo,.�'^'".aAa9;tivn L" S1GNC17 09,:3202' tk•0ATRIF !�i4.':Cc OoT4i1�'"dam._ Las R. Lamcs P.E- rL No.: 52sl4 re;cxr. P. cfs:Pr4noN erns =v:��_D ., R.-VISL) `IOILa S 5t C AND JLIAL.0 J5i1 r. U-' 11.L. =P,A•ME 3.11]IWG _Y 0 HERS `HIS 15 NOT -Ills IS F417 OF Xr_- TRUS SYSTEM %-t� exrERraR "y SEE y, ° 1x RJPR NC DETn _ G LzET.NLS SF l a, r-; 1 S-RIP 'SHEEI 11 A,, H A ; f; '.F I,'JI tV ;FF --1\I I SFF `° gryE-1 A SHF-I OFTikllS ` f:•=TAII :. A 9 ANL' C. y SHEET 4 I- SHEET 4 IS' OVERHA,:G SEE 0ETA1_ C SHEET +- 1 &" OVERHANG INSTALLATION DETAIL- 2 JvERIIANG 24" OVERHANG INSTALLATION DETAIL A -PHA ALUMINJM INC. 11113 PRLMIEN POW OR.ANDO, =L 32809 15- ALUMINUM SOFFF INS-ALLATION DE -A LS +dK'V l7Af: Hn .I . OH-117198 a r NT5 11H108/05/13 1 of-.1 x OF A L ROBERTO L WAa P E. 14.11WOODFCRO W LSIIIS!%'.LE. NC &90-n 434559.16031 rdamas�A�pneal-wc��r C SIGNED?: 0972312021 tivSS�ks I Ri I=f pdfAff�i .�1GENo+F•�`p TAT OFtt* )f -'f111IS11}l�' Luis R. Lomas P.C. FL No.: 32514 F'_. OF 3Ull DIN!; 5- OTHER-z THIS IS `ACT A BRACE THIS 15 PARI OF DE DETAILS ' 51 F-7 C ..1 C=T L 1? QJ RHAY' 12"OVERHANG INSTALLATION DETAIL HEh- + THIS I$ NOT A BRA:__ THIS IS PART OF Od I I} } c=F c=F ,c,F_. DEL'ML E '!'. J= ."JCS '- LIETNL S IEC- 4 A _L hN0 C 511E-_T R 1R" 0RHAN,: 16" OVERHANG INSTALLATICOV DETAIL 1/4' NIN EMB3 DMLNI .- 1 .V4" TRIM PAINTED SS NAIL W/51'16" -EAD :IAA"= ER '��`._ / I:)C;.^.1F : 7• •' MAX il,i:. MIN DETAIL A \ '�`) WOOD FnA/AVf3 3VSTALL4Tf W IV; FCNANMF_f.ANf)NAILS ,3'/4"X1 /4" CROViN 5-APLE5 1 p.^.:41-FI 74' MAY C.C. IN DMAOND PATTE4\ Ft,!RtJ1vr sTr!>=!nsra+r:Ar fW 24'OVERHANC3 1 _•/4" IiM NAINI-U NAIL PANG_ v/4'XI/ 4' C?()WN STAPI.F ek,) PI-'i WSNF A.SCIA. MIN EMBEC^AE^:T I . f R 2X GCK r `>� 3/4 xl/4" CP.OVVN STAPLE k JH-k3,'ii" :i Al- F OCAT= (1, AT EACH GP.O,OV= 1 /4' FASCIA JP — 1 Z/4' Tz M FAINTED 55 NAIL 3/b- 'AIN \V�"fi�`1 F" H=A7 DIn61FTF4 TUGF 0I3IANCF _O_AT:D 24' M.AY O.C. C'Af3CDv a1T 1761AIL E aTr,P C:: T KffM FRAAdWr INSTAd�AT OM DETAIL. F 'MIN FASCIA SibE FCGF D1S.TANI`= STAPLE PfAhrCJNDPATTERN I ` T: 1 '/2' NAL- MINIM11M +'R S UH NA L I-C'C41 ab 29 MAY. ".C. S-UCCO FIN a1\-- w MA50'4V/C0NCrETr DETAIL C 5f OTHERS W50?VRY1C0NGRETE?AIVALLATMt WFC,HANNEL AND NAILS nEFER X NOTE 6FOR EA413ED,r4E.h'T +?Er151D1`1S Fh I'.f^.f31PiiC.l. nkTr ,tpp{lrg,.i-.1 (: RF'VI :Fn N'TFS c k 5 }Vf: r.FTAI nq/' 7 1?n?I R FRAVE 3'-JLCING R, t771­117RS. TIIIS 15 .,-T A ORAC THIS IS AAT OF TPIIg4 S`•STFLt EXTEfriCiR. III 11, y IX F- l"ING RNA 5=F OETA \`` y J-IJL E -MEET YyI S _-ET 4 slI¢r , 1` 5E Da -FAIL 0 SFE 4 2" IAAX 24' OvERHAANG 24" OVERHANG INSTALLA7I0N DETAIL ALPHA ALUM NUM INC. ' 110 �?EMIEK HOW O!Z .NDO, FL 32809 15" ALUMINUM SOFFIT INS-ALLATION DETAILS Dw4C NG. 08 02198 7 08/05/13 1 s" 2 OF 4 + RtlRf-'Ae'i t ANdS F.F id'✓+' WY1^flI'O,R, R RG l PW'SVX (r Nri.7A(lp7 SIGNED: 09/232021 ,^v4S11r11ddlft r _4I5 N. LcmaB P.L. rL No.: 6251q REJt�M1S RIY TffdRP71r1H 'GAT C- �RFViFn N-17-S ?= ,i 5 .Avn f'1'.v is DETAIL 0 VA3190 FRAIAWG ffiISTALLArON WITH,(-CHA N ,1 3,A13" BE11VEE`I 2TAPLES WOCD,r'r'AMff C-WSTALJ.ATRaV Ye;•!' {;! /Atg,y; L AN37 STAP6: S ALPI IA ALUM NUM INC. 1710 PREMIER ROW ORLANDO, FL 328C9 16" ALUMINUM SOFFIT INSTALLATION. UETAILS yMwf:: D'NC HC. V._. 08 02198 '6LE NTS -'1= D8f65/13 'SHE 4 OF 4 i. R48EP'T7 LOV.AS P.E. :4;i9 ',Y^l7!)F7';+eYJ Rr !Fro"a'4RI f F. n,J.?iC;%3 4.�4 iKfi{,fi{d4 KS:fmttJilhtir.AS.?9 f[ht C FFiCF LC,-ATIO 24" MAX: O.C. -Cl-C_ TO BE L SH 'KITH FASCIA. FASCIA: Di` CTI ICRS SIGNED: 09123;2021 '+jlilllly�"� La-s R. Latres P.L. rL No,: 62511 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-80. 3591 www.abdesigngroup.com AA #: 0003325 J F W W U Q U O d) ti aZ q tQ U W A � C: SUBDrv. de LOT: CREEKSIDE PHASE 2 LOT # 16 PROJECT* 04321.200 016R1 MODEL: EXPRESS SHINGLE GARAGE SWING: PAGE: 60 MPH EXP. C ARCHITECT STATE OF FLORIDA OCT 1 4.2021_ MICHAEL C. ANDERSON AR NO 17305 DATE: 08/19/21 SCALE: 1/4"-V-0" SHEET r IP" A d for code Reel gnpliarsce a UnNersal El:ln8w n9 go 5"'nc25 ALLOW_ AN,X OFiS i4'_ WTND PRESSURES TPi PSY _ SROR'T SPAN TAB LP, VARIFORM EAYE'Nrft1TH Rus INCi7E5 so ifTr T"ITE Deab4®6(A1:mwim) 12",Arai4z +Im1 +135.3 "Jb.6 J fEo:ewiboNOmiram112-.Siap s +169.2 •ti35.3 3o1:d-36?gq Vcncul--?678' -177.0 -141,6 401A i rip�c 4 (Altman=) S2". NO% SON- 35bi4 +169.1 +i3 . �.d Cal+a Vest-%os FOlVms-VAM Tn"I'm4 (Almninum)12; S1rAics Soflf�-36694 +10.1 +i35.3 +06-1 CsufcrVens-36GPS ttEElvcra.9E6Af, -177.0 -141.6 103.E Quod 4 (Ax-miram) iv, gas +1 6.$ +: )1.6 +72.5 Salid•-36797'vmtg�d^36798 -126.8 -IO1S -72.5 Quad t ymtm'"vy t) 16", Sir ples +126.8 +101.5 +72.5 Wid-36797 VaAcd-35798 -132.8 -106.2 -75° +-76.3 [hua6uiSFFioa3bbab{flumSntunJt: ;Na[Is +'193,5 +106.6 Sslid-36-782 Vcrttad--Wif -E33.S -106.8 +-1 76-3 ----- Durebu&Dm Wd 6 (A.umiaum)12". Staples +133.5 t3oa.3 golf-4 56722 iyemed 36783, -117-0 141.6- •lOi.l DuraSuife fripk4 (AlUmftLUm)127,VaE1s +i33.5 +105.8 +763 HLlnt-3048? C wvcnl - 366n -133.5 146.8 -76.3 Full Vear-36689 t Uul WRJTrlptcd {A1umt.'u«a) 1r2".'Stuylcs -E-F53.3 rmx +•76.3 Solid-MR7 -li?.0 iAl.6 101.i Ccmrvmt--36M FLU Yuu-3659F { .013 sA{A1tim:MfrR; li",Maita Sniid-2-6769 +1115.7 +42,& +661 rc Vrnt36759 Vmtad-367 -1 5.7 -92,6 - .013 Td {.A1,.m:wmt E2", 51ap1^n sai~a367RA +115,7 +SY1.6 166J �56,1. CmtaVem-36169 vatted-Mo -1-17.0 "-141,G i -101.1 (� n� 7 h. P`14Y7ZNVeeS /11 EAc9 A1,c,1r. HENt 4P,� L Ara Koor)ma" IV.4iL.t 1.v.,.r q & 4 o -i tAyVkT ii i1A 1If f il$.4 t' S . ' dR $7-APd. C.S tir'i�7, V Jr LowLEGS ad/fp'+. /ydr (IG 64ce) SAwF- TABLCO TIMAt4k , FAAMJM G AA'EierA. 474ARa 1 T4J'cdAA� f Cac(f ABtrA.t :'%'. (�Y.. WA 4L ..;?+j✓.!6" ��+^+nn •Y f TA!J,r+%J �.. r1, i71~' 'J% _ r JAL CL c>X J 1 A7 LTAL ash rR8F.65 " h h4NNEL. f'varR G43E /gA1GN,4+ 11`A.r]'£Afy�X; y, tPR MC :'kixl t9.fRJ:•6aic b "'rA'04 S7'ca4 AI,FSAt JzrA4 ,SA67L' hS A7' rASC1A e AVE Wv vrp JvAiLs d 077110 x :a "L"w6 4 vg writ Al ,,-.,� sr� 7 vdxE A1T-"rEAr.47F W.4sL d�7tI7 �'C i"Ad1 'S' y;r 4�'i�$ hrAxlM,trM S,P¢yG3MG N07 rO ,KALE DelsilnlLat Withfl'i5su0EaE1Q4`ptaxlDDSlue[1of2 FAsrCNtxd ar X.A" .viJs. I N.7r4s w,'YN ✓y sAAdXS A fPa G'.rj Sr - rr S WPR N� J3 f{ rarAGB}0,, !% sea I'dlf4[.S mlrW p"l&3UfM MrM iV TABLES MM BASW ON t.`01.11'A1dP,MVP-AVTi.0 A1'IONAL ANALYSES nom n,4 imrxo)T.CC 17p39009AND ARS IN C01WORMANCE Wrm Tfm E0.10 FLOMABUILDINe COI3EAND TIiM32,0201•'F OR IDARE-SIDEAT`M 0M. nlB 2020 FLORIDA HVILINNtl Cllf)E LTY SB(Tr101 1611V_: AND TPE9,020 FLOREDA MfI7} NT1AL CODE M SEMOM R703.1 DI WMY NlANDAM MAT TM DLISi{3DE 1'Yliw 1 R sl tra}�e Cy S aQkFTf'S aF1iE Pt� liR iiiii SAAA 1 'd f3E J WALLS, i'FMEE SHORT 5FAN AND LONG 511.AN TABLTZ, OVERLA TIM LQ'GYilR VALUES G0VTRN ,WV SfiOt f1.15 BE USED IN INSTALLATION DBSIONS. -i I 24r' -sti.J :59.5 ' -56.9 r59.S -36.9 t59.5 45 .9 +44-6 -42.7 +44.6 .423 =17.0 -44.9 r 47.0 -44,9 +47.0 +47-0 �44.8 T40.7 -38,8 140.7 38.2 A'AscaA f'ACIA 1I} rxr y E SDFJT S &EE FT.r,rl r`AJT$ArL:A'S AT E'ALi1 At410-- -*'N7 zirmEn lihLdwiss A?vOKlA7G JYA'JL;S WfTJ} 8 er� , dR SYAAL, e S aVI iJ9 .f. Ii� LauG L8G3 kAJG 1+" {Ji rAcrj,� s�� / 7'A6 i- r-s f. yJit+a9r2 roe 4 V? (W 6 Je"A"3Clli i BnAs�i L7 .F %i EAY WtDTH �oPo C",d.W. .tL .rtc A Js4:mvepx 4S'PAUM SAN4 Ar Al 0AA6jA JFr f7 bvrrm Lvo a[a . ¢4 lv� LL- _ T TO SC4.L - DUlblee 6 has "7 greovas wM 6" immi width, (IDd Cash paael IS 1.2" wide. T#le 4 or T4 bas "V- gmuves aver}4" across width, sail eecls pawl is t 2" •aide, Quad 4hw'v"pmvtiavpry4'-acowcvfddf . =1 each panol is 10-' hide. Eendcd 7" ]xvs "L'"ynnaves every7'"acrosa uidtks, au3 earA panel is 7" wMdo. 1%uhla 51u� "V" BrDcvrs every S" atrtass width, and earkpascl is 10" Ride. Tr.pfa 3 W b""V" saluves evat-93.113" acmes vrid* mdcAchp=d is 10" vdda 1X2 eAl'TEA"S_ AYTACM0 7'0 J1 rm,8i't Wv 7;4 r`.410 A .Bp�4Re FASC"A Y.cfm YAAIP419M .......-. SRFFt7' -fEc M910150#4# rAAGM LA a O1 'f 17' ;'OR UR 1"t1Jincori15g, tna. PATF LJ E l-# 40" tgy;--4 !�'4` e'y .ru 77IGL°ES 77ar+7+E4 JrRiq G Z¢1i h1AXr t" m 6ak xrA�'.If'AIVNLC -50F.rfr In.'Prr !'i crri fi_'fi'Rrti7JA/G rVc7i i-� SCALE TZAI ACR 17,p A Nr i SP.acly 6 f.7XG J�OAf1/t"C Iai9A+-lf 4.4 S"♦-�IMt C.S' rvrYN GA4;P E)o IN dAd Ault "M f WA t-L fz" Ig'• f"r cNAX+JCL� 1,aex. wI iii'N U/V'LI MIT-. 1] r4Nf: EKr�RInR GEtl�,r�,� AT SCAL C per k7lordaLieelir:e�39354�� p+i�xl�raa.�Lagrfsos �,_ 2 or z • ALi.�MIMI.+Ma i$RJ"f`GMF NrAx �Asr�u�As �.tr�A�t+✓� sAM1� R.f ,tttat u117! ! r i i yrrtrrra or I7- FEti9. bQ% 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 h z w � W � o N � O i o � cp w � O C F c�v Cti � ti CREEKSIDE SVBDIV. 8e LOT: PHASE 2 LOT # 16 PROJECT# 04321.200 016R1 M030EX E• XPRESS SHINGLE GARAGE SWING: PAGE: 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA i OCT-1 MICHAEL C. Ahppv0N AR NO V405 ric"am A DATE: / / 0819 21 SCALE: 1/4"=1'-0" H SEET P A3 CREEKSIDE SVBDIV. 8e LOT: PHASE 2 LOT # 16 PROJECT# 04321.200 016R1 M030EX E• XPRESS SHINGLE GARAGE SWING: PAGE: 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA i OCT-1 MICHAEL C. Ahppv0N AR NO V405 ric"am A DATE: / / 0819 21 SCALE: 1/4"=1'-0" H SEET P A3