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HomeMy WebLinkAboutRevisionOFFICE USE ONLY: DATE FILED: REVISION FEE: 97 PERMIT # Z/D S" — 06? Z1 RECEIPT # RECEIVED PLANNING & DEVELOPMENT SERVICES OCT 2 7 2021 BUILDING & CODE REGULATION DIVISION St. Lurie unty pam*w9 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.%52 (772) 462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 3 3 00 /{oar E sTe�� D2: tee' DETAILED DESCRIPTION OF PROJECT REVISIONS: 2Evisie'�'� G�2 So,c�=iT" /�-E cP✓i/�M E.Ji .dC ,J S O21rwi.✓G fffot✓'S Nb iL-E C>vl2 E.x�. FT �'02- Z k A'4 i LE2 .tJJ� d/bUi.L� CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: Q, A- ya2rrv.0 QUALIFIERS NAME: 91714AI 44K/41SCa> ADDRESS: /SPa [✓way i},uvE CITY: pg n, ,y y STATE: ZIP: 3Z 5'0 7 PHONE (DAYTIME):.. 3x - 747y FAX: OWNER/BUILDER INFORMATION: NAME: CITY: STATE: ARCHITECT/ENGINEER INFORMATION: ZIP: FAX: NAME: ADDRESS: z/SY llo✓ , A/R CITY: 1.vO"A' He"FA a-4- cwu4 STATE: )A�Z- PHONE (DAYTIME): 3 Z FAX: ZIP: 3Zy77 SLCCC: 9123109 Revised 06/3 sin,�''I' F11@ copy October 12th, 2021 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave. Fort Pierce, FI.34982 (772)462-2172 Express Homes Creekside Lot # 97 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, File Copy RECEIVED OCT 2 8 7021 i- - permitting DePrtmen? ' St. Lucie Courb Michael C. Anders6n, Architect Florida Mchitect #AR173O5 Hwy AlA • Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591 AA0003325 www.abdesigngroup.com Reviewed for Code Compliance Universal Engineering Sciences L9 File COPY RECEIVED OCT 2810 2l Permitting t)epartment St. Lucie, County ., 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 195<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) J (-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 J (-48.1) embed. w/ 1" min, edge distance. Locate anchors as shown in installation details. For anchoring through frameinto 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 substratew/ 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 FL14534.1 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) J (-41) (+50) j (-50) minimum embed. Into substrate wJ 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 Series 420 anchors as shown in elevations and installation details.For anchoring through frame FL15332.2 R6 12/31/2024 Sliding Glass Door (Alt) Aluminum SGD 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) J (-48.2) 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 transom Smooth Star Therma-Tru N/A side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and (+36) / (-47) (+47) / (-47) 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". 3J8" dia. X 3" long lag screws with 1" (+29) / (-35) (+34.4) / (-383) 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 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 12/31/2024 Roof IKO SH INGL€S 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 12/31/2023 Undertayment 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. FL5259A R32 12/23/2023 Underlayment (Alt) Polystick IRXE Polyglass USA N/A Self adhesive FL17322.1 R7 12/31/2024 Undertayment (Alt) WeatherMaster 100 Atlas Roofing Corp N/A Self adhesive FL34546.1 R1 12/31/2024 Undertayment (Alt) Shield Granulated Owens Corning. N/A Self adhesive FL27076.16 R1 3/28/2023 Undertayment.(Alt) Weather Armor SB-1 APOC N/A Self adhesive Install per manufacturers recommended requirements. FL3792.5 R14 8/16J2021 Off Ridge Vent 770D Lomanaco N/A N/A N/A Install per manufacturers recommended requirements. FL19567.2 R2 9J21/2026 Off Ridge Vent (Alt) MMI MILLINUM METALS N/A N/A N/A FL15272.1 RS 12/31J2023 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 COS FL33919.1 R7 12/31/2024 Soffit {Alt} PlyGem N/A IRE E T5 N S TI (+31.6) / (-38:8) (+157) / (-46,1) Install per manufacturers recommended requirements. FL16544.1 R6 7J30/2023 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)1(-141.6) Install per manufacturers recommended requirements. Ft12194.2 R11 6/19/2025 Soffit (Alt) T4 Soffit Aluminum Coils N/A (+31:6) / (-3$.$) (+SO)/ 00} Hurricane Panels Less than Hurricane Storm panel 1/4" x 20 stainless steel or ELCO Paneimate with minimum embedment @ 1 3/4" in 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" x20 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 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 3293T PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 F W a p tW N 4 lu "1- ULu Q fLr r' 53 0 q a) 0 W A � e h BVSDIV, & LOT: CREEKSIDE PHASE 2 LOT # 97 PROJECT+# 04321.200 097R1 MODEL: EXPRESS SHINGLE ARAGE! SWUNG: PAGE: 60 MPH EXP. ARCHRECT. STATE OF FLORIDA �OCT 1 4 �202- MOOS-0. Mb 1 Ali N� a�3�rJ 08/19/21 SCALE: 1/4"=1'-0" 3 2?iii,: 0nn0L II If n!7an0nn_ II II II u u uu_ 00 00 n n A p H "IV KiN. Ral DESCPPT ON CS-E A�PP.JJ=i C' I.L'V _iLI1 N::ILS } & 6 MR) U_I.N_ C. CY,:1 /2C2' LL. BILL OF MATERIALS I NO.; PART NUMBER DESCRIPTION MANUFACTURER MA:TE1tIAL SOFF,f At PHA At Ili NC: AI OWNIJh4 31rIFi44?F: :1 F CHA"J" EL C.LPH"-, ALUM NIJI," NC AL'—L.1 NI1:: 310511 2E 3 JJ i:H4'.PNEL ALPHA ALUrwNUN" NG ALUNISNUMt mob H28 NEe LSM 1S �ry 17TI tPnnN naTr AF4aWm4 �. RF'.15Fn fills ,4 6 %'Jr. r.FrAI r. e/2to R I NO -Et 1 HE ­K�! •: I SHOXF, FEREI `. I): l lr,. F_ C COW-Lv JY IH �.. ;EUIJIF:EFAENIP5 Cih -I_ 1:.. -li-A ._ -Yit. "[. OiX)D FRAMINC .AtiC• AAZ0I,JP'( .�, 1 .-. -..-. ':P:Jf1E-. -1:Ir, AW',HOPEC TC, r!'_.'_=-.I_'•' �- i HA`. hh-, Al I !A!)5 0 ? I•'LIC 11F IF ",Ik: I: IHh - <L3rC"N- E LITf IF T A l l IT E,:, E 'F C L. 1/ rN� Mh H II ;I'`.:: i - FRw'".E 3 sILCIN� -- 0-1­4FF_ 3. ALLO%4:ARLE STRESS. INGF_ 5_ OF ,. '" T _=Li F, HE CESIGN OF THE PPODuCT h:iL IJF itAl IAN:; f-- I`-ti ' HY Q HLH� *.1 Fa' EHCWN HE+EIN. 'WIND AAA DURATION FAC-OP Cd L6 1VA= USED --OR WDC0 At.;:-7'P w� ,� 8' OTHEITS � ��'- �`'���jt�, f ``-�.-� ���`�.,, At ,Ii141 .0'"�. -PquC. !r 'a��-..� THIS, I '. T A €1RAr',E }� ry P TI"11S IS t'lT A [ff'fi:.- '-:,;-.,;, TI II "�-- � � I.�, T G Dfd4t: 4. YA-CFNIAL: COLD ROL_ED FORA A_-hAINVV 3105 112E. ( r- , i ' THIS IS FART OF t _� THIS -�`` I°. .AT +F 9. -t}P. ANCHOR NC 1!+1T�"� ie s :; - ec - _ 'WOOD FRAMING, OR 2X BUCK USE _r4" TRIM P'AIFEF_D STAJti-E--2S S :� : IHIF IS -ARI OF �-.-�`- '''-.�� F'V;= -RUSS W` zT=1;' - �-�. R00 TRIIcS S"STFM "1/4 /n rl � �-i...,`.,+:,S.F IHi1..J 5°`51:-A4 .�•--.. tiT=EL NAIL WITH HEAD C'A T-R, .3/ X - �R X3/E" STAPLES. iEF_r; -Q DETA_5 A, B AND E OR IrIINIv(PA E E IIT 'LNI) -OR AN411U � Nh INTG M#3ONRY, •_ _ -E ",1T T _' _ T ':G: -T _ _ .SC - - - %All S -OR ANr HI:RIN Nil-fI M,%', . , - I I .`:II- 'I 15'.1:' IISFI"�F. 4 9r'32' 7/$" 4 9f'3 !'+° I Tl1 All,.; FP < P, FT-i lilt,F . F I _ I 7 ALL TC'+L 5 sC L - f f ff. t STALL_ nT:3. o.tlCH C..;. 7 LL lJ-LEti I, _ :il I _rl:-: W AL LM+iINUM SOMT- SOL,10 AND VENTED MINIIh#:C7?' (FtrvMC f "I-! =i1RSTRATF= NTH T'<F , T-' I A WXIC - I E I ' D. �DNCRL7 1 1 +. 1' o-, MAStil•J 3`Y - -'• THAv T-F Ai '. : F,.!, c D.41 C ETIRC,13T - . TO Ay N HI1III PR ".TH -=s IF= ! PF t-Wj: 'CF 3.19'SA '.:-Sr., 4GAUC V, '"__ 1 `::'.l JifCATCE;I, i r nR= . .z ! T VENTEDVcRSfD. 3 VENTED A zL5 AK tNEAR FQQ 'DEi'iff;NFRF„S.S'flFi�:RAiH� 711dPx1C'r'RAT,ra11f bES'GNPRt=C^°[4RFRATt,NI= htdFIAG7F&77iNC+ C7FStGNPRFfa4U9FFl/!.TiNG r1dPAQ'7Rh7MfLT *54.2PSF mArir t3&4FSF n 1N s31.1ASF NCJNc LWrG'T'i M13TACLE0 ml 72"OIrERrrAN9 xTVEN rp,�9TALi5p lNa$",7'lEARANPR MJ#rF.N,ld', TARLE9 Hr'2•P^44ERf1AND F CHANNEL 3+413-i(2E AL iIIN."tNU;H .012° Th'IC1S i L if 1 .J. CMAINE't 3t��rN2BALCiHMlUM!.012" Jii!.^,k dFA I` -AU-E CF CONTFIJS V.L. 1E_ NO, UtS::'tl-'ll.stJ -7:" NTS PROFILES AND NOTE-5 2 { INS ALLATI'JN IDE-ALS AND CvMPONEtq S AI PHA AI UM NUM INIC. 1710 PREMIER ROW ORI ANDO, h I 67809 16" AIJMINLI.M SGFFII :,RCF LES AND NOES n'rro tr, OS-02198 dz 08/05/13 91CT1 JF 4 L. ROSE-P.'7C' L<WASFX.. rs3Y 1'IK?JDF.:RL` RL LEx'!a"YJLLE; +':C.2Fir� d: A iy&-e'+E'tk5 ,Pafmam>yilh=n+.^„ T;yfs _ytn C SIGNED: LP9123.2OPI k `F & �. OTATP14aF LaR.R. Lorres P.E. rL No.:a2514 Q S61=, R-V DEWRIPM4 GATE :=C R_vI5L3 9GILS S.0 t. AND JLIAL 1: — PANE 3V -DINC 3Y 0-H:RS 3 kaMr Rtx nlNt r hi rAh Hull DINT, 7 _ 'aY OTHERS ` 5- GT-=R5 --' 'HIS to NUT A -1115 IS FAT OF / THIS 5 ' �;iT 11C?ACC THiS " "ART OF �; s A -1115 IS NO- A 3TIAcr Ells IS FART OF ✓<-_ >�ti- /f i -PUSS-,Y".FTFV • �imow.,- ,r' ROOF TPI I;. SY=T'Y 5 ... t -_ % R4: 1 (j ... - _-- 1 1 v" 1 CAA E-:`JLS A,, � AND U _H_Ll 4 I- 12" Ov_RHA : C l *OVERRANG INSTALLAMN DETAIL SEE DETA _ C DE -\IL[ SF-- SHLLI 4 d AAA; :hI.VI r, SHL-I SHh-I ' 16' OuERHq'C 16' OVERi 4NG INSTALLATION DETAIL EXTFRIDR '� z3FF `FTA:iI :i A a AND C. SHEET 4 I X FUP.R NC S'PIP SFF SHEET 4 SEE DETAI_ C SHEET c 1,'" MA% 24" lav[PlTA.NV' 24" OVERNAIVO INSTALLATION DETAIL ALPHA ,ALUMINUM INC. 1/tU kkEMIEk ROw OR-ANDO. =L 32809 16' ALUMINU4 SOFFI- INS-ALLATICN DA LS E --+r -I nwr Nn 'J. 0€1-07198 .::• I NTS 1ss1" 08/05/13 ',F-rlt C'F c L W9ER70L'WA3PE 14-V IWODFOP0 91) R4rS 7tCE, NG 27023 43s:SBe_nedPi iAh.+,aa$':Y:amespc.p"r C SIGNED: 09,,231IT021 1�♦ �b"ro 1Ii��Q/f/Ati ?d p 1 ='NVV iIS�G W- Luis R. Lamas P.C. FL Him 62514 s SF- ,! DET,",ILS 9 AND C 51 C? A. ? I?" ON17RHA`<f'. 12' OVERHANG WSTALLATION DETAIL 1 114 S-F -F 1 SF- U-T,'JL E DET,kIL =. S IEc 4 A. L AND S IE=f _CT 4 IF' 0 RHA!.^. 16" OVERHANG INSTALLATION DETAIL 1/4' MIN EMi-DUENI �._ 1 3/4" 7I1.1 PAINTED SS NAIL VVJ9/16 -EAG :IAII IAAX D.0 E" MIN E UI:S ANC-. DETAILA 41 RUDD FRA4UNG WSTALLATIM Nr,•F CNANNSI. ANI AfAli.B ,3/4'k l /4' CROrJN 5W LE5 I iii.41-li 24" MAX C%C. IN l AMtTND PATTERN FLlRNINO 8 TRIP !N.5TAI.tA71m ;U OVE,RHA!rG Reviewed for Code Compharlce Universal Engineering Sciences 1 �'/4' 1. M NAIN I _U S' NAIL W/h/tE' F-A: 11UdJh hR {') PC"-i-i PANC_ 314'XI/4' YSMN 7a APir (•.} Ph-i 0;04- MIN EPASED%ENT xrPX UC:K ` 3/4'xl/4- CROWN STAPLE 41 _DC AT. (I, .4T EACH Gp6O'iE rr 1/4" FA,SCIA JP —� — 1 3/4° TzM PAINTED SE NAIL 4/b." MIN W,/VIV 1­-=A7 DIn),1FTFn li DISIANCI, _OCAT_D 24' WAY,, O.C. s;'s" a°11v DETAIL E CMDCDu_t`cT WCh',SD FFtAR4tNf: iIJSTA11.4T.K1N '-``- i/E" MIN EASruI,StDF '• �`'. _ FT'.-rF DISTANC= .CU.. .., x I - '2" NAL .. a MINIMUM. {* t I F' S LW NAL Lu�.rl - L'I" MAN. C,1:, S yJCCC, FI!•13-1 -``� 3' TIICRS MASO Vir / JONCI:ETE DETAiL 0 3Y : THERS _WSC1L"A14,00 CI4ETE I.NSTAL.ATIO111 V41 r CHANNEL AND NA 1, REFEP TO NOTE 6 FOR LcMBEVMERPT rYOo4}r-Pnrr'NG WS rA4'UATrda W, r CHAr"'ft°LL Al STAPLES V,_. K AIZ NTS 'I EXTERK]R 1 '� '^ IX F< t I NlF3 {— SF= �I r'•,1 4i S-RIII c=F t_, LETA w - _ I JL E a U A\ C =CT 4 SlICET SE U f41L D FE= 4 24' OvaP.HANO 24" OVEF114ANG INSTAL LATIONDETAIL ALPHA ALLIM NUM INC. ' 110 'iEMILk HDW O?_ANDO, FL 32809 16" ALUMINUM SOFFIT INS-ALLATION DETAILS DWG IiG. 08 02198 a� QS/05/13 sNE32 F 4 f RLP.4FPMiil .ASF.F W .-'7W7 4T.•s2k-6669 HNrrY4'K',gTM�rtPRx*fYYr+ SIGNED: 09/23/2021 ti�ti>3kY ' " ' w -II V"rN,tC+�r4rti �tP a• Kill ° 4TTAT OF e; r *:� ORt0 zg e off`//f1Ai-{a�i,�S -L IS R. Lamas F.E. rL No.4 625' 4 RUSIGNS RR' rr^±rRPnRN CST• A�"P.W-". C' I RR: SFTi N.nTFS q A-, 6 fiM PR4I i. i C9; 1 ;'7C7! Ra . DETAIL G WOO RtVA ING txsrAUATAN NM i-CHANNEL. 3/0- ElL IWEF N "sT,APL_S �_4 3,ev 3-`h2N STAP_G DETAIL F STAPLE P.'A,1'TJND RA TTEtiN ALPI IA ALUM NUM INC. 1710 PREMIER ROW ORLANDO, FL 32809 1B" ►LLIWINLM SOFFIT INSTALLATION INSTALLATION DETAILS owl IC. 08 0219$ OS/05/13 111EET4 OF 4 L RC85P JLAY.AS P.E. :d?7 B1.ZIR..- JR03 fF: f F:4:a'l AP F M1il'?7fn3 C,1d iim-a5m q wmn PiP^J"� 4>rxr+ FDDF 31 Hr Y?= 3,/ < I `4" CFO4rrJ s AP -C +vi r F"X S.'d CIA J+ 1-S-ATED 24" LIAX, O.C. J-CI I `N1_ TO BE =L`_SH WITH FaSOI A_ FASCIA. a( CTIIERS SIGNED: DR'23.'2021 s3?w5�5 R L 0 r !r • p gf25 OF k F'. STAY '2 • J1,i 11111i" Lds R. Larrics P.E. rL No.; 52514 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www.abdesigngroup.com IIIiI -A AA #: 0003325 F W W V � a Q jOf o � Q z q 10 U Q 0 � ti SL?HDIV. 89 LOT: CREEKSIDE PHASE 2 LOT # 97 PROJECT# 04321.200 097R1 MODEL: EXPRESS SHINGLE GARAGE STIMG: PAGE: 60 MPH EXP. C ARCHITECT" STATE OF FLORIDA OCT r 4 2021 MICHAEL C. ANDERSON AR NO 17305 DRMT AATE::: 08/19/21 SCALE: 1/4"=1'-0" SHEET ID ALWWA D W1N WrND PRESSIMEMPSF ORT SPAN TAMr, VARIFOR117 EAV6'N DTH1N11YCM6S low 12" "Doubb6Qdm SOPM TYPE uim) l2".Wails +fb A +133.3.6 ;96 ,Solid-•3#790 Vcntai-36781 - -169.I -135.3 ,! +96.4 -- 1Jaubk6 (Alwicvw) 12". Smpks +169.1 ;135.3 8e1id-367M Vatted-3678' -177.0 -141,6 .101.E ?dpic 4 (AluMia=) fr. xails So8d..36o91 +169.1 +13 . +96.6 Calla Vent-36b95 PLU Vaax-VA96 �1�:5: I. _13-13 -5 'In71e4 (ARoatinusi) i2' Staples Sv1ic-36694 +169,1 +i35.3 +4fLi Coat yms-M&S PsllYr�e-3[696 -177.0 -145.6 =101.1 4 (Atwu rum)16", lrnila +176.$ +101.5 +72.3 Solid-36747 Vcnkd^ 36798 -126.6 -10" -72.5 Quad 1(hwminva)16". Staples +176.8 T1,01 1 +72.5 Solid-36797 Vented-36798 -132.8 -106.2 -75S Durabuill DeublatiyJUVnnum) I2;N1Da +143.5 1 +106.8 . Mid-36782 Vemad-•3676 -133.3 -106.8 ; 76i DurebviltD=bla6(A,umlaum)l2.-::.tapW +133.5 + +76.) id-36782 VefflDd-36723 •117.0 -IA1.6 -1011 Mm*illTripk4 (AlumiauM)Jr, Mils +133.5 _1M.8 3%W-VAM (;Owvenl-MM -173.5 -lad's .76.3 Fnli Yell- 36fi84 41763 UuraWill k06.8 Solid -36887 417A 441.6 -101.1 Ccacrywt-306a Yul3Ycu[-36a83r _ .019 T4 (11i�r0} 1.",Neils 5l'it lvldl s +115.1 +92 6 CclaVnM66769 Vented-M6770 -1157 A2.6 ' -4i6.1 .013 T4 (Ak"niaunl 12", Staples Solid 367f1t +•115.7 .. d92.6 CallcsYe+k•36769 VWA-36M -177.0 '-14LL -f01.1 Delsiia that to va 41;15 table ah1 fbfw d oa shaet 1 of 2 t' r#4P74WfX 1�,�CJ1cy NR/A. RZA1 d►R1E %Z& 4odr. 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MAk., 'CAVE w1nrH (IMLtMiTED S' (_L HR Englnooring, Inw. `I DAX it ego, ?.Oat �i pF"Saftp.Efa20ojb-7 a1:cT 2 or 2 CUt?idi i•".1 R1 I Ij ALV h11 MV M BY ,4 - PtP„GYES Pflf2JECi 1114iE vA t F0 dafY Y - A ✓,�'� ,fir- j2, 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 h W o Ul U � Z 4 � U 4 2 a U-1 Z q fn N 6! h 2 sunniV. da LOT: CREEKSIDE PHASE 2 LOT # 97 PROJECT* 04321.200 097R1 MODEL: EXPRESS SHINGLE GARAGE OMMO: PAGE: 60 MPH EXP. C ARCHrrECT� STATE OF FLONDA MIC}1AEL�G: ARSON L AR NO-17305 ` DATE:ATW 08/19/21 SCALE: 1 /4" =1' - 0" �I38:ET