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HomeMy WebLinkAboutRevisionON OFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT # RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION RECENED 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 EC l 7 2021 (772) 462.1553 of uai6 wuw APPLICATION FOR BUILDING PERMIT REVISIONS PmkOng PROJECT INFORMATION LOCATION/SITE ADDRESS: 7 Z5✓ F!-o.K Es7�r4-�} DETAILED DESCRIPTION OF PROJECT REVISIONS: 2�v/s/ON ,C /Z SG C `!T QE GV�•✓/Z�n� 6107 ace✓ D/1.4y+r �:. J/foa✓S NO /LE Qv✓2 E. u�.�I' rV.q E ✓e- . )J dIb[rS.L%" CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: D 4. QUALIFIERS NAME: Q✓e.a v a,vi idsosu ADDRESS: /yPo G, c y�✓t d a r vE" CITY: 16*z," yj yy STATE: F 4 ZIP: 31-90 7 PHONE (DAYTIME): 3z 7 - 7 3 :7 _ 7772— FAX: OWNER/BUILDER INFORMATION: NAME: CITY: PHONE (DA STA ARCHITECT/ENGINEER INFORMATION: NAME: A-' 6--0vF' FAX: ZIP: CITY: IA4d Ll ry r✓ 421?ov� 6E� tr STATE: L ZIP: S'�y7% PHONE (DAYTIME): 32� -Gx _ 35L_ FAX: - SLCCC. 9123109 Revised 06/30/17 R FVw ' IS I ON File COPY October 12th, 2021 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave. Fort Pierce, Fl. 34982 (772) 462-2172 Express Homes Creekside Lot # 91 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, ?"C's0501I RE�FI��D l'er Orr St. 40 e coU ty ent Michael C. Anderson, Architect Florida Architect #AR17305 File Copy 2194 Hwy AIA • Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591 AA0003325 www.abdesigngroup.com f,&D ait3 7uawy-[etlac 6"4 ""ad lob 8 4 130 oanrao3a C P6 N40 EBReviewed for Coda compliance UniversalSciences erinp if Product Approval Submittal Affidavit FL # or Miami- FLORIDA PRODUCT REVISION Glass Building Design Product Design APPROVAL Product Model # Manufacturer Method of Attachment Dade EXPIRATION DATE Description 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 185SH 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 woad 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) / (-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 FL146341 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 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" (+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 16,20 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 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) ODwashers 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 170-175, 177, Overhead N/A jamb and bracket location. 2 3/4" min edge distance_ (+29) / (-35) (+34.4) / (-38.3) 180-185,187 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 12/3112024 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 shin le surface. Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring FL15216.1 R8 12/3112023 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(Att) 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.eo FL3792.5 R14 8/16/2021 Off Ridge Vent 7700 Lomana 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 12/31/2024 Soffit (Alt) PlyGem N/A IR E TS N S L AT N (+31,6} J (-38.8) (+157) / (-46.1) Install per manufacturers recommended requirements. FL16544.1 R6 7/30/2023 Soffit (Alt) Aluminum Soffit Alpha Aium N/A (+31.6) / (-38.8) (+54.2)/(-54.2) FL37824A 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 Paneimate 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 Hurricane Panels 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 IRS 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: 321-802359i www.abdesigngroup.com AA #: 0003325 W a o � b 4 � LU Q O W q G*i ' t I i A 0 Q tF ti SVBDIV. de LOT: CREEKSIDE PHASE 2 LOT # 91 PROJMCT# 04321.200 091R1 MODEli EXPRESS SHINGLE GARAGE STIMG: PAGE: 60 MPH EXP. ARCHITECT - STATE OF FLORIDA OCT 14 202a - -/ MICHAE C M46 ON AR -NO-17W5 08/19./21 SCALE:1/4"=1'-0 t�:H:yiy krv' SAW - BILL OF MATERIALS 3 91' 2" RLV 6Cscet'wrc•H Ca-e A�pRSvea ITEM NO,: PART NUMBER DESCRIPTION MANUFACTURER MATERIAL SOFFIT AI PHA AI IIM'AIMA NC A111MiN1Aq 11IN 24; C I:LVSLU NUIL5 S rk 5 P'4U U_I.N_ C CYJ11/2C11 t.L, 2 FCHAN\EL ALPHA ALUNIAUM INC ALUMINUM 3105-H26 IJ CHANNEL ALFHA, ALUIr14NUM. INC ALUMINUM 310 H28 A NOES 1 HL P"�D3UCI SHOWN FEREIN IS L SICNE6 MID IAA',.-ACiURED U COM-LY W1H - ''%' r -�LOVIHEMENI F -I_ h J4L'A BUILUI%; CUVt "O II 'I I'�II } I 2. MOOD: FRAMING AVE--VAcclhlRY :^.? NINE. RE :=SIGNf:1 AND ANCHORECTO FROF:=RLY 'IIIII II r RA`: SfFi All ::M.f)S O i RUC tft. FL*ANG AY,' MASONRY iYFNMG IS IHF __ rrr ;;csr0 Jc_ E LRY or T A:CI IIT_-C- OR CNG NC=R Or RCCORC. Q D i 3. ALLOWABLE STRESS INCR15= OF 1/3 WAS NCT _S-D IN -HE CESIGN OF THE PRODUCT SHC'ATl I-E:iEIN. 'WIND .AA: DURATION FAC-OR Cd=1,6 WA4 USED =OP. N/OCO ANC -OR �. `AI Cul Al 4\S. -RAMC 4. MA-JE21AL• COLD ROL_.LD rORV A__�MNUN 3105 1128. S. =0R ANCHOi NC NTO 'WOOD F'PAMINC OR 2X BUCX USE 1 3/4" TRIM PAINTED STAIN-ESS STEEL NAILS WITH 1/L" HEAD DAMTER, 3/ L"X-/=" CRC'SVN OR 3/?"X3/8" STAPLES. REFER -0 DETA w A. 8. C. AND E =0R IAINIvtJA EMI4E"WENT AND S=ACING. 6, OR ANCIIOiNU INTO NA30NRY/L N .T;-C WIT C-T __,TLC'_0 USE .00_X5/6_ T OR 3TJ %AIIS -OR AN�:HCRIV:' INIO VA.SONRY/7C,f.R-IF Wil-A SI J V, I)SF .C,a7"S(1-1/r" I OP. 4 ai32" 4 9;r32' f8 =LL %AllSST[\ R=F-0 -O RFTAI C =OR F!AiiFON VT ANTI c AC;,INI;. ?. 15TANIFq ALL R73'_LE+HT BE WALL S. LOP! LA TOLw CH NSF.4LsT''N ANCHORS 'ild.L == INS ;11ED IN nCCORDA"J.^.= WIT ANCHOR MANIJ-Arl_, -R'S INS AIIA ION INS RUC ICNa \. .ANCHORS S-AIL 142-1 B- I)SF7 \ '{ =jJRSTRATF- WTH STRFNI'T-S 1=SS THAN T F 6q'cMlf11 S-RFNCTH <F=(:IF=) RF OYe 'S" AL UMIN1J14i SOFFIT- SOLID ANO VENTED ' A WOOD- MIN MUM SPE 'IC GRAM-Y C= G 0,42 B. CONCRLT= - V414WUM GMPRCSSIV'_ STRCN;iT GF 3,192 PSI, .j1- 37�i-/2@AL::MM/gAW.C72I"" A� 'J-S: GRADE „_= -p, MASOV.'Y - S-RCP+GTII C:CRJr':iNANCC TO N N. 1 GRCATER}. VENTED VERSION Y'ENTED AREA.: 20-05 NRLMAEAR:FOOT DFSM.NPRE&SURFRATMJ(: iMRACTRATiNG DF&IGNPRFS&ARFRATING AIPAC7RA704 DES6GNPRESRmFRArhC, IWACTRA7M t54.2PSF /+wI *33.4PSF h m= 1 1 t31.1 PSF I NONE JvW=Ei K,3',•ALLEOW!r OVERiMAG W!IEM rM1I'ITALLEO Jr 18'O'lE.9HArA 1W16N:10TALLEDN'2I'OVEANA,M? s 8` OTHERS THIS IS \07 A BRACE THIS IS PARI OF iCA:F IRUSS 5"'i1-11 L SP DEf41L5 A. LB A.C 51 C-f L 1?" OV=P,HA\:,C 120OVERHANG INSTALLATION DETAIL FRAVF Hllll 1IN BY G HEHS I THIS IS NOT -A BRAG- r THIS IS PAP.T OF R 3= -RUSS 31z71V - - L-ET,WL E /' '-iJL5 DETNL S ICC 4 A. C AND C .JIIC7 L C7 4 IF' '-W RHAN;' 16"OVERHANG INSTALLATION DETAIL Re:�iays kry f'r.IXtlpnnN Hair AppLrrr1 r. RP..94FP R'1TFS 5 ,p 8 AVrt I:FrAI C i19/',/7071 RI 1 EXTERIOR BETA A, 0 A'Q C SI I= � FRAME 3 JILCING ^ F1FR 111LS IS GT .A DRAC 1 THIS IS 'ART OF Ri7�= TPI1:.c SVSTFM IX F ,-tIN S-P.If = F h r'/L E S --IT 4 SEE DETAIL D Si-E- 4 2" MAX O.'- 24' OVERHANC. 24" OVERHANG INSTALLATION DETAIL ' } SIGNED, 0A!,9&?021 SIGNED: 09123t2021 Al PHA Al UM NUM 14C. ALPHA ALUM NUM INC. �uuul+U/ 1 1710 PREMIER ROW \'�s R. tOy 110 �iLMILR RDW `�4S R•r L0�/Ari! ORI ANDO, FI S7809 ,� y �:r� • 031tND0, FL 32809 IF_�J FCHANNEL I`sq JCHANNEL 16" AI'JMINl11A saFFu =*44AT fi *'� 1.6" ALUMINUM SOFFIT *• a �= — 3105•MYEALLWS'N'GM.Of2°TNK:it 9J45•Ji28ALUMiNLWd.G17 THICK �RCF LE5 AND NO-'S OWOFr IvS-ALLATION DETAILS �p�TAT� 4F ,•{rG,y -A3� GF CONTENTS. v LERAW9. IrAA Nc_ 08-02198 �� R4Q�+. txvanu� twit rc. 08 02198 C �R50 SHE= NI . Utu:;tI�I1JN -"A� NT5 'az 3/OS/13 �¢ q )F 4 //j�NALrE,\\� sa,LE NTS w 08/05f 13`r2 OF 4 lflf(+ON 1ti \`� PROFILE'] AND NOTE L.R0B_1F t0fV.ASFE Lu-s Lomcs P.L R. P.L. 4T' iV0a*4R0 RL LEW,bVXLE. h'C 27uW r .-- r AS F F + 2 IPJS-:,LL4TI•JV CE-A.LS AND COb1PONEti-S asa- -,.sar ,,.mr�vt-xR,s�rm FL No.: $2514/a�aivayrrora'i,'t!;rrW,vgl�.rr-�7prr _Lis R. Lcmos P.t. a7s•t:AF•R6G9 AanHrrgonunA*,'r�mrr rL No-J 625" 1 GgRevieww for Code oniversalEnPliaDncc neertng Sc+encec r{ VNOW REVSIMS R_r U6�RIp110n GTE raPY'7.3' - 1/4" MIN .� "Y'' 1 .''/4 1M 1'AINI_D SS NAIL RrV TAT A'DPIV-'. .. I? �15LJ *!OILS 5 S t, MU 9LIAL C De/1 ir'20e1 R.L, LMBcUMENI + cc V/%9/tf: F-A.: 06S61h h3 C. RFV VD A.':TFS' ,4 5 A•9n LZ.Y 1 ,IlI TRIM PP,I IAk1 NAIL ! r. ; VIp':a/1G" -EAD :IA0.'-EF. I OG11F : .. MAX O.'r ' 1 ` 1 3/4"XI/4' C?OWN STAPLE I ii."} PFK Nfw /' '-�� _ `.RIP POOP ' =P.AME 3U-DING I 3/t;" MIN `" + �- ��{i I `Y OIHhN:i !j•�y-,• ?Y OIi=RS tLiii- DS.AN::_ r \\\ -RAMF RDA I:INE,, r-FiA...9r Run DING', )� ~, _ ,,F 3/1<I,4' CROWN 37AF-E /+ 5Y OTHER6 % B CT-.P.S / -HIS IS NOT A 9TLlLE '1 ! tX CMCK ± 1 Ar THIS S \'O7 d I3RACC 'Ills IS W0' d 3R CC %� % IIIS la F;Art df \ + j ti , 1 x//ll1 G s:6"%sfd CIA.=1h THIS e "ART OF { HIS IS PART OF 2CC Tt?U�. �i�TCM �' I;`ri ` I' ` I P.00F MIS T=1' S -� =:-�_ J ROCF -RUS, S'r".GTFv DE- AIL A 1 I\�� \ DETAIL O I (I L+0 ATCO _24' EAr;X. O.C. cc r,Y� _ F ! '' '�` FURRING SIT? 'rRTAl?ATM � I � �.- J-CIVJ4NE TO WOOD FFL4f.UV ,'AS7ALLATIW 244OVERHANC t W;FCMANNFLANDNA9_S r i BE'=L_5H WITH ' I FASCIA. t � �— rIEE uE-A.IIS A, ANV 4 H=L1 4 12. OvERHA\_ 1240VER14ANG INSTALLATION DETAIL lA SEE - SET DET1_ C DETAILS SF= - ^SHLLI A H A.NU C ^+114I R SHE_q a SHF-I ' 16' OvERFIANG IV OVERHANG INSTALLATION DETAIL �xTERIOR % , L jFF I;FLtII S A 5AND C SHEET 4 t_ — t x PURR wG 1'- S7RIP SFF —i i DTAII 3 ,, SHEET 4 SEE DETAI_ C SHEET 2=" OVERHANG 24" OVERHANG INSTALLATION DETAIL A -PHA ALUMINJM INC. iiia FREVIER ROW 0 -AND0^ =L 32879 16- ALUMINUM SOFFI- INS-ALLATION DC"A LS D�ON'V FMr NO 'J.I. 03-07198 NTS pL1` 08/05/13 "3 CF A L 9060raLmmaR.E 19.'L? WWDFORD RD LElYYS;^uE, MC 27073 41A 999 "M rd7Tas0'.'ramespc.c�^r SIGNED: 0912312021 \t�lgltllfflr//. TAT 6E OF ; c� f NAL. \,\N�, Luis R. Lomas P.C. FL No.! 52514 3/4"X1 /4" CROVIN 5-AFLE5 I6041-I1 74' MAX C.-C, IN IN DAMOND PATTERN =ASCL: MN EMBEDVENT 3/4'•X1/4 CROWN $T«PLC -� OCAT_ (1, AT EACH GROOM= I/'}" FASCIA JP -` �- 1 3/4' Ti M FAINTED 55 NAJL 3/6" MIN SV,/5/1F" H=A-) DIAHFTF4 FI)CF DI5IANCF _OC,aT=D 24' 1d,AX O.C. 5/8" MIV LEIAILE CMBCDV=ITT WOODFRAUtNf. 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Lamcs P.L. rL No.: 62511 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 h W h U Q LU lJ Q 0 Qco � � 0 q 4 � � 0 14 k W G 39VSDIV. d0 LOT: CREEKSIDE PHASE 2 LOT # 91 PROJECT# 04321.200 091R1 MODEL: EXPRESS SHINGLE GARAGE SWING: PAGE: 60 MPH EXP. C ARCHITECT - STATE OF FLORIDA OCT 1 4 2021 MICHAEL C. ANDERSON � AR NO 17305 J P DA 08/19/21 SCALE: 1/4"=1'-0" j"ywp y Reviewed for Code Complian neenng un"ersl ��s l_. ALLf)WAB DFi3!C.N WIND FRM5LEESiNPSF SE01r"f VAN 1 A H I,R VARiF011M IEA-VTZ "HIifTIf LN INC Hr S 1@+ sOr' � TYPE- Dauha Wails +IE4.1 +I35.3 35 �6�<<(A3aauun=ftl114m)�1y2", uii"w1-Jv7a4 YMtiFu'=3vTal 1691 -135.3 -9c%6 Dr tk 6 (Alum u:am) 12 .SwpkS - +169.1 •t335.3 So:A-361W WnW 3679' -17710 -141.6 401.1 rmp c 4 (Aluninum) 12", kc1a. 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Wfliighi SHORT WAN AVP TONG SYANTA13I,F5 OVERLAP-, TM LQWIiir VALUES' GOVFRN AND SHOL" BE USED IN INSTALLATION DESIGNS. 24" +595 73 3- ' 56.9 +59.5 -56.9 +W.5 5 .9 +A4.G t4L7 6 7 0 -44.9 P47,0 -44,9 +47.0 -44.9 -47A 44.9 -+40.7 -38,2 40.7 -38,2 I&GEND Dcttbk 6 has "r gmoaos every 6" amaxta Mill, anew each pa3.c! as 14" wide Ttilite 4 orT4 has "V" giovvcs avrry 4" aciass sysQib, wd rash pawl 1a 12" .?ride. Qwd 4 has' V" pnnw.2 ovCry 41 atam vdddl, and each panel in iG' widen Beaded 7"has" 6- lyxntsues avdty 7"acrosl widfb, AnI e8Sf1 pud t9 7"CAde. DvuWa 5lals " V" r'owca evuy 5" A-msswidib, and sac paaci is IV' wide. Tr;plc'- 113Ims"V"14[uoves every 1.113" 4crvcs VAd43, dad caeh panel la 10'1 v,ido, 1Xd 811T7'EVs- �?F-MALA wtr4 #$ X e W400 Lr 1; �'V C W4, FASCIA st%iAp a C Re G tved for Cod Univaraal ph hca e anion" "g ZZA9A CR I-R A M E �0 L`-a^M4X -1L 'r'-A - &"?e a --�) f1:9r c.aJ C.4 w1r# WA rt.. Ysrrn yAA1F-4'Tm SaFFt7 -f6s tE" 72`• � cNANNEt� Atu1ti`rsRAJi 7A.024 MAX. FArt'Cur:+CS MAIf. ! fpAGiNG s4t4JC Rs EAVf t N;brAl C/AJLIMITE.I7 ,AT 5Rt7GH,r I�' F1T FOi� WrGE EAVES AND EfCrF-RIOR CEIJIAiCs svvr 7'0 .SC4L6 1.4FLEngineering, trirs. nnre!LE B. zoar Prla3caNQz;Lzs'?C,7 ahem _ar 2 ALt1MWU,Y; C4fE<i'I7`�trAB I ,,,T &Y 4 rr€'.; Yss Pfl VA t� ; OJI:CCtsNCE� R taR ;aFrrrs- � a aA 1•'y�''-. �� 041 y. �V11 J`r T_ /yam :tea` -Mfg , i1 1� it �' hl 4fyP .r r fJt?iitf�ICJPd;iL�wt��`v pia 1 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802.3591 www.abdesigngroup.com AA #: 0003325 h WlU O � z d Ul u o ti Q Z � � W q m U w � N q � m 2 ti Swnmv. d¢ LOT: CREEKSIDE PHASE 2 LOT # 91 PROJECT(: 04321.200 091 R1 MODEL: EXPRESS SHINGLE GARAGE STIIl G: PALGE: 60 MPH EXP. C ARCH(TECT I STATE OF FLORIDA OCT 14 ?� MICHAELC.-AND ERSOAI AR NO 17305 rimasm-4 08 19 21 DATE: / / SCALE: 1/4"=1'-0" SKEET