Loading...
HomeMy WebLinkAboutProduct Approval Submital AffidavitFL#or Miami- FLORIDA PRODUCT Product Approval Submittal Affidavit APPROVAL REVISION Dade Ma nufacturer anufacturer EXPIRATION DATE Product Model# Glass Description Method of Attachment Building Design Product Design Pressure Pressure For anchoring through frame Into wood framing or 2x buck use #10wood screws FL16103.1 RSS with sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as shown in elevations and installation details.For anchoring through frame 9/30/2022 SH Window 1500 Ply Gem Non Impact into masonr y /concrete use 3/16" tapcons with sufficient length to achive a 11j4" (+38) / (-qg minimum embed. Into substrate. Locate anchors as shown In elevations and ) (+55) / (-55) installation details. For anchoring through frame into wood framing or 2x buck use#10 wood screws FL174992 with sufficient length to achive a 11141, minimum embed. Into substrate. Locate 10/OS/2023 5N Window (Alt) anchors as shown in elevations and installation details.For anchoring through frame 185 SH MI Windowand Doors Non Impact into masonry/ concrete use 3/16" tapcons with sufficient Length to achive a 1 1/4" (+38) / (-48) minimum embed. Into substrate. Locate anchors as shown in elevations and (+60) / (-60) installation details. For anchoring through frame into wood framing or 2x buck use #10 woodscrews FL36100.1 with sufficient length to achive a 3 3/8" minimum embed. Locate anchors as shown il/30/2022 Vertical Mullion in Installation detalls.For anchoring through frame into mason 1500 PI Gem masonry / cdncrete use V Non Impact 1/4 ELCO uhraconaapcons with sufficient length to achive a 11/4" minimum embed. w/1"min. edgedistance. Locate anchors as shown in installation details. (+38)/(48) 050)/(-50) For anchoring through frame into wood fram in or 2x buck use f110 wood strews ncrete FL15353.2 with sufficient length to achive a 13/8" minimum embed. Locate anchors as shown RS 12/31j2024 Vertical Mullion (Alt) 9764 in installation details.For anchoring through frame Into mason ry /MI Window and Doors Non Impact 1/4" ELCO ultramn tapcons with sufficient length to achive a11% 1m n mums embed. w/ 1" min. edgedistance. Locate anchors as shown in Installation details. (+38) / (qg) (4481 / (48.1) For anchoring through frame into wood framing. or 2x buck. use ti30 wood screws use FL36104,1 with sufficient length to achive a 11/4" embed. Into substrate. Locate R7 4/3D/2022 Fixed Window anchors as shown In elevations and installation details -For anchoring through frame 1500 Ply Gem Non impact pa into masonry/ concrete ose.3/16" tapctrns with sufficient length to achive a 11 q" minimum embed. Into substrate w/min 21/2" edge distance. Locate anchors as (+38)/(_48) _ (+55)J(-55) shown in installation details. For anchoring through frame Imo wood framing or 2x buck use 7f10 wood screws FL35349.1 with sufficient length to arrive a 11/4, minimum embed. Into substrate. Locate RSS 4/3/2023 Fixed Window (Alt) 185 PINanchors as shown in elevations and installation details.For anchoring through frame MI Window and Doors Non Impact into masonry/concrete use 3/16" tapcons with sufficient length to achive a 1114.. minimum embed. Into substrate w/ min 2112"edge distance. Locate anchors as (+38}/ (-qg) (+60) / (-60) shown ininstallation details.. For anchoring through frame into wood framing or 2x buck use #10 wood screws FL34634.1 with sufficient length to achive a 13/8" minimum embed. Into substrate. Locate 12/31/2022 gliding Glass Door anchors as shown in elevations and installation detail bed. anchoring through frame Builders Series 4780 Ply Gem Non Impact Pa into masonry / concrete userate w tapcons with sufficient length to achive a 1 1/4" + minimum embed. Into substrate w/min 2 1/1" edge distance. Locate anchors as (33) / (41) (+50J / (-50) shown in installation details. For anchoring through frame into wood fram ing or 2x buck use #10 wood screws FL15332.2 R6 12/31/2024 with sufficient length to achive a 13/8" minimum embed. Into substrate. Locate Sliding Glass Door (Alt) Series 420Aluminum anchors as shown in elevations and Installation details. For anchoring th rough frame SGD MI Window and Doors Non. Impact into masonry /concrete use 3/16" tapcons with suffident length toachive a 11 4" minimum embed. Into substrate w/ min 2 1/2"edge distance. Locate anchors as (+33) / (-41) (+482) J (-48.2) shown in installation details. FL20461.17 R7 12/31/2022 Opaque single door with transom Smooth Star j114" concrete screw 6" edge distance @ head, 4" edgedistance @ jamb, 4" each FL36307.3 Therma-Tru -N/A side bof transom centeriineto buck ing. Fastenersacin P g @ 15" o/c max, @ head and (+36) / (-q7) H14 am. Min. embedment of all anchors to be 1 1/4" (M7) /(-47) 12/31/2023 Double Garage Door 1620 73 W6 Gopay N/A 3/8" x 2-3/4" Hilt[ sleeve anchors 6" from ends 22" O/C FL16546.7 R14 12/31(+29) / (-35) 036) / (-42) /2023 Double. Garage Door (Alt) 16.2x7 76 W6 Clopay N/A 3J8" x 2-3/4" Mill sleeve anchors 6" from ends 22" 0/C FL8248.11 3/8" Simpson Then heavy duty screw anchor with 1 1/8" OD washer into grout R20 12/31/2023 Double Garage Door (Alt) $024 filled CMU with min.. emben of 2 3/4", min. edge distance of 4" and min. end Wayne Dalton N/A distance of 4". Max fastener spacing of 20". 3/8" dia. X 3" long lag screws with 1" (+29) / (35 OD washers with a 1 9/32 thread penetration into seasoned dry wood su ) (+34.4) / (-38.3) structure. PPotting FL34170.7 R35 12/31/2023 Series -175, 177, 3/8" Double Garage Door (Alt) 170 Simpson Tien heavy duty screw anchor with 2 3/4" embed min 6" 180-185, 187 Overhead N/A jamb and bracket location- 2 3/4" min edge distance. between (+29) /.(-35) (+34.4) / (-38.3) FL35371.2 R3 7/21/2025 Hurricane Master 3/8" Dia Power -Bolt by'DEWALT'. 2" min embed tinto concrete. 1-7J8 min edge Double Garage Door (Alt) Model 924/811 Steel DAB Doors Company, distance. 3/8" Dia HLCsleeve by'HILTI'. 1-1/4" min emded into concrete or filled Inc N/A Sectional block. 1-5/8" min edge distance Into concrete. 4". min edge distance into filled (+27)/ (30 block. - - ) (+36)/ (-44) FL36546.6 R14 3/8" Dia Power -Bon by'DEWALT, 2" min embed tinto concrete. 1-7/8 min edge 12/31/2023 Double Garage Door (Alt) 06 W6-16 PAN-21`356 Go distance. 3/8" Dia HLC I FL30310.1 I Rl (R2 PENDING) FL1S216.1 FL5259.1 FL17321.1 FL34546.1 FL27076.16 F13792.5 FL19567.2 FL15272.1 FL33919.1 FL16544.1 FL37824.1 FL12194.2 FL16293.1 FL16293.1 FL17147.1 FL13192.2 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 sv$DIV. & LOT: EXPRESS MAS TER PA PROJECT# (+36) / (-42) _EXPRESS SHINGLE N/A GARAGE SWING: ush with, but R10 12/31/2023 Underla ment Miaml-Dadeap proved corrosion laps t re caps and 12 ga. 1-1J4" annular ring P N/A shank nails spaced 6"O.C. at all lapsand three staggard rows fastened 12" O.C. in R33 (R34 PENDING) 12/23/2023 the field. N/A N/A Underlayment (Alt) Polystick IRKE p ve olyglass USA N/A Self adhesi R8 12/31/2024 AR Underla ment N/A N/A y (Aft) WeatherMaster 100 Atlas Rooting Corp N/A Self adhesive R1 12/31/2024 Underla ment (Alt) N/A y ( Shield Granulated Owens Corning N!A Self adhesive (+0)/(-135) RI (R2 PENDING) 3 /28 2023 Compliance ./ Underlayment(Ak) Weather Armor SB-1 APOC NIA Self adhesive Universal Engine ring N/A N/A caence R15 8/16/2026 Off Ridge. Vent 770D N/A N/A Lomanaco N/A Install per manufacturers recommended requirements. R2 9/21/2026 Off Ridge Vent (Alt) N/A N/A MMI MILLINUM METALS N/A Install per manufacturers recommended requirements. RS 12/31/2023 soffit 2T Soffit Aluminum N/A (+0j/(-70) Alside N/A Install per manufacturers recommended requirements. RI 12/31l2024 Soffit Alt (+31.6)1(-38.8) (+75) / (-75) (Alt) Variform soffits Vinyl PlyGem - N/A Install per ENTS ON recommended requirements. SEE PA2 FOR CODE _ REQUIREMENTS ON INSTALLATION R6 7/30/2023 .8) (+157)/(-46.1) Soffit (Alt) Aluminum Soffit Alpha Alum Install per manufacturers recommended N/A requirements. 111 12/31/2023 Soffit (Alt) N/A - (+31.6) / (:38.8) (+54.2)/(-54.2) .Aluminum Soffit Variform Install per manufacturers recommended requirements. R12 (+31.6) / (-3 B.8) (+306.8)/(-141.6) - 6J39/2025 Soffit (Alt) T45offlt Install per manufacturers recommended requirements. Aluminum Coils N/A (+31.6) / (-38.8) (+70) / (-73.3) 12/31/2022 Hurricane Panels. Less than Hurricane Storm 1/4"x20 stainless steel or ELCO Panelmate with minimum embedment@.13/4"in 6' span 24 GAGE .Panel N/A MFG. concrete/ masonry, 2 112'' min. edge distance, 12" o/c max. spacing.. Can be headed screw orall thread but with wing nuts. N/A (+47)/(-53) 12/31/2022 Hurricane Panels.6'span or Panel more 24 GAGE Hurricane Storm 1/4 x20 stainless steel or ELCO Panelmate with minimum embedment 1 3/4" in MFG. N/A concrete/ masonry, 2 1/2" min. edge distance, 12" o/c max spacing. Can be RS 6/27/2022 Zip System Sheathin headed screw orallthread but with wing nuts. N/A (M5)/(-50) 8 Wall Sheathing Huber N/A Installpermanufatturers recommended requirements. R6 12/31/2023 La ng N/A p Siding (Alt) Cemplank James Hardie Building -N/A Install per manufacturers recommended requirements . N/A Products pay N/A s eeve by HILTI . 1-1/4" min emded into concrete orfilled block.l-5/8" min edgedistance Into concrete. 4" min edgedistance intofilled-(+27)/(-30) block. Use galvanized (zinc coated) roofing nails, 11 or. 12 gauge, with at least 3/8" dia. 12/31/2024 Roof WO SHINGLES heads, long enough to penetrate through I IKO Cambridge N/A 8 Plywood or 3/4" into boards. Use 4 nails Per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1121, above each cutout, Drive nails straight so that nail head is fl N/A PAGE: -60 MPH EXP. ARCHITECT: STATE OF FLORIDA FEB 11 2022 MICHAEL C. ANDERSON AR NO 17305 PRINT DATE: 02/09/02 SCALE: 1 /4"= f - 0" SHEET II,A� 3 L'i/ i2- ,° 9/32" BILL OF MATERIALS AEC15117M5 ITEM NO.: PART NUMBER I DESCRIPTION I MANUFACTURER MATEMAL Fry Cr-^=rul?nnX pair i REU pE$CFPTgX GA-E A�PP]JE� :SOFFIT AI PHA AIi1MlNgJM NC.. A! IIMNIIM 3Tl1FiA+7R c Lv 3LD R ITS S k 6 ANU D-1.0_ D Cvft,'j2L'2i ;_L 2 FCHANNEL ALPHA ALUMINUM INCALUMINUM 31Drr1428 C RF.tiSF N.^.TF 5 &Adc DFTAI e' 09?'7f7 71 R.I NO-ESi 1 HE PRO'UC1 SHOWN FEREIN IS L'-_a''ICNED AND IqA\ 1-Av ILIRED C COMPLY W' IH �. _ 112 iLOUIREMEN IS 01- 1F _ _JR LA UUILU'ING CURE - n n I 14' 2, NOOD FRAMING AND MASONRY 3PENING -0 BE DESIGNED AND ANI HOREC TO FRO='=PLY d LI RA.SFFk AI I. DADS 0 S RUG UHF. F;L".MING AN: MASONRY OPI-NING IS IHF LI LI _ LI _ II RCSrDNS E LITY OF T = ARCI IIT C7 OR ENG NE=R OF RCCORC. Q Q Q Q .I 3. ALLOWABLE STRESS INCREASE OF 11/3 VdAS NOT USED IN. -HE DESIGN OF THE PRODUCT c Q 3;8' SHCWN HE:EIN. WIND _CAC DUrRAT10N FAC-OR. Cd=1.6 WAS USED =DP WDCD ANC -OR _ IFT� PF7� _ !�77 rnI IT _ CAI CUI Al OLS.. II.. II II.II II II 4. -RAME MA-ERIA.L: COLD POL-ED FORA A_WAINUM 3105 112e., r. 5. =OP ANCHOR NG INTr1 WOOD F"AINC OR 2X BUCK USE 13/4" TRIM PAINF_D STAIN.ESS 1 STEEL NAILS WITH l e HEAD DAM=F_R, 31i1'k11L" CR:JSVN OR 3/e'P3/e" STAPLES. REFER -0 DETA S A. B. _-, AND E �OR MINIVUPA EMBEDMENT AND S=ACING: d b/u' " 8 -OR ANCIVU NG INTO MASONRY,'"' t -C WIT 0.T STUC:G USE .W7'X5f8' T OR STJFJ NAILS. -OR ANCH:RI' ,. INID VAg0NRY/Cr P.CR-IF WII:-1 SI.JCWI HSF 0R7*Xl-i/?" I OR ¢..3j'32'7,f8'4 9f33' 7fe`� STUF SATES R=FTP. -O DFTAI =(NIIF,q FMRFDM=:'+TT AND ``::'ACIF40. 7. ALL rA5TC'+C'Z5 -O DE CORR05ION RESISTANT. 8 KSTALSTON ANCHORS S-i&L GE INS 11_LED IN ACCORDAN E WIT- ANCHOR VANIJ A(`I .R-R'S INS AI IA ION INS RIJC IONS AN" ANCHORS S-AI I N^1 R- :NSF:7 1 % r - c - - 5 FF.CT P .IF-7 F OW: S1IRSTRATF= Yr' TM STRFNGT S I -SS THAN T F M: MOM . R H .. f B i 16"ALUMINUM SOFFIT- SOLID AND VENTED A. A`OOE -MIN MUM SPEC IC GRA`PI Y c = G D ¢2 B. COl4CRCI'_ - YIN1MUM OMPR[$$IV_ 5TR[NGT Cr 3°192 PSI 57a5H2sACtdAdMMJAP:(J1� IAA C, MASONW - 5 REP.GTII OUNrcRMANCE TO AS -KO C-9u: GPADC N, _ _: T (CR GREATER). VENTED VEREM VEINTW AREA: 20.25 MIRL)NEAR FOOT DEWNARESSURFRATING NP..dCrRA79Nt DFSlfNRRFSSUA€RATwr, d'AIPACTRATTNG nssiGNPRE'SSU,RFRAnw, limpAcTRA7il ; t54.2PSF NOW ±38.4P.51F NJNJ x31.1PSF FYWEN#47ALJLZ0 n49$"OV[fi'HA+11^. W-41EN IN9TALLO 4V I r 0l* FFANW WHEN W5rAL4EDM'£4'0VEAFi N0 1 tI,A2" i 1 1/2" a lZ) F 014AAWEL CHANNEL 3105-HUALUMINUM 012':THICK 3905,H28 ALUMINIM.01.r THICK -RAMF RIJI EING. :Y OTHERS THIS e NOT A. DP.ACE f� THIS r ART OF % ROOF TRUSS SYST=M SEE E-AILS ON., �_ NOD G SH�Ll 4 12' OVERWG_ 12"OVERHANG INSTALLATION DETAIL -A3.E CF.CONTENTS iE NU. RES..HI}?IIJN PROFILES :AND NOTES 2 L INS-ALLATION DE -A LS AND COMPONEI4-S FiAMF HUIIDING B"OT-ERS 115 1$ NO A DRAGC HIS ISPART OF RO'O` _ RUSS SYSTFV ✓ 1 i SEE SE-_ DETA _ C DETASF=ILS" A, B AND C SHEE1.1 L..--yr. _ ... L. SHF-1 ' SHE=I 16' OVERHANG 16" OVERHANG WSTALLAlT1ON DETAIL AI PHA AI UM NUM IWC. 1710 PREMIER ROW ORI ANDO, H 37809 16" AIUMINUM SOFFIT PROF LES AND NO--_S l+RAY'X: 6Mra NO-V:L. 05-02199 4A� NTS zac 08/05/13 5ICT1 OF .SIGNED: 1"?91231 021 Lu`s R. Lomcs P.L. rL No.: $2514 R7/=RIPTIIXd GATE A°FRar-C, !? WISL3 VDILS 5 & 6 AND I]LIAL C 'JR_/I il2m.1 K.L. RAME 3U -DINO MY'D-H=RS --HIS IS NOT r. BRACE 1115 15 FAR- OF `',--_(` RC'CTRUSS SYSTEM EXTEiaOR YI 11 X FURRNG SFF S RIP SFF -...J. DFTAII S A Fj=TAII'. G .A, 3 AND C SHEET SHEET 4 5E= DETAI_ C SHEET 4 1 Y° MAX 0 C.. �- 2L' OVERIIA.NG 24" OVERHANG INSTALLATION DETAIL .SIGNET]: 0912V, A -PHA ALUMINUM INC:. 1110 PREMIER ROUT O-ANDO. =L 32809 18" ALUMINUM SOFFI- INS"ALLATION DC -A LS M N: mur: Xn nry V.I. 08-07198 1 C t-` NTS o o- 08/05/13 67-ti 3 or 4 L R09FA74 LOW40 P.E 1412 WOODFORU RO L RNdSVILLZ HE 06M Luis R. Lomas P.L. FIL No.: 6+2514 FRAMF StIll FJIN:; B" OTHERS THIS IS NOT A BRACE 1HIS IS OARI OF 'iucF IHUSS sYSI-M FRAUF HINT i]INS BY 0 HERS I THIS IS NOT A BRAC- t THIS IS FART OF PUSS SYST= A+ FRAME BUILDING R'' O-HrRS TIIIS IS NNOT .A DR:ACE 1 THIS IS PART OF POD- TRLISS SYSTFM s EXTEMOP 11. 1 + ix rurRING ` a S - - , t_ _ t +, S-RIP _ J� _ F L - F 1 5 F 5 SF- 1 S .�i`) t _ — ` LIE � D=TAIL E �"--� �= pJLS DETAIL = � DETA:S E A D A.hlD C S IEC 4 A. E AHD C SIICET A, B AN-1 C tis+ 5 --IT 4 51 C l c -CT 4 SHEET SEE DETAIL D 17 CN-RHA\C I M" .OV=RHAN- SF'E 4 12" ©1ERHANG INSTALLATION VETAIL 16" OVERHANG INSTAitATICNY DETAIL 24' OVERHANG — 24" OVERHANG INSTALLATION DETAIL 1 1/4' MIN EMB-DMEN .._ 1 3/4 TRIM PAINTED SS NAIL Y0/5•/10" -EAD �IAW-ER `w.y l ©rr.l Fi; 7% MAX. O C ti I 3/8" MIN. EDC:: DIS.ANC- DETAIL A WOW FAAMWG iNSTALL1TR N. M F CI 4Affi9.. ANf) NAILS 3/4-Xl/4" CROWN STAPLES 1 DC.41 - D: 94' MAXG.V_ IN DAMOND PATTER~ WOO F7IAA M IiJhSTA4LAnCW kW PCHANNEL AW STAPLES 5/8- MIN EMSED4A_MT 097" K 1 1 f2" MAL - T . ' MINIMUM OF S U3 NA L LeGAI_D 24" M.kX O.C. 1 S-UCCO FIN S-1 3Y OTIIER5 ,,,fff MASONRi'fCONCRET ..' DEEM 3'f OTHERS MASCWA Y+CONCREi IwrGFMNNEL AEF,'ERTO NOTE 6F ALPHA ALUM NUM INC ' 710 DREMILR ROW OR_ANDO, FL 32809 15" ALUMINUM SOFFIT INS-ALLATION DETAILS MAWN: DWO NO. V.L. 1 48 02198 "' NTSjw,,E 05/05113 1 511ET2 1 3/4 IxM RAIN I_D :' NAIL 1W/Pbf IP' F-Ali DIALIF FR PER PANE - All, {:ROYuPJ STAP'r I (') PF R PANF 1x OR 2x GCK DETAIL D' FURRING STRIP INSTALLArifW 244OVERHAA 1 MIN 1 I� EMBE[IAENT II r 44 3/4'XI; 4" CROWN STAPLE CR 3/87X..5/9° S AP - � A f _OCAT_ (I' AT EACH Gl OV_ 1/4°' FASCIA JP 1 3/4" TRM FAINTED SS NAIL 3f$". MIN IYfS;`8.F" H=AD DIAFAFTFG +!}GF DISI.ANCF _OCAT--D .2.4 MAX. O.0 DETAIL E FRAAHNGG IWI ALLA7M 'i/B.. MIN FASCA ME FOGF DISTANC,= q � lNsTAu A710N. v, SIGNED: l#?/23/21.721 Ntr7``i 1 44AS?op 0 A ­ Pre 'ter �•�OR101�w 4 _LIS R. Lomas P�L. rL No, 62514 REV$gA5 I'SC i'n RfV C .R AR CA7 A=PR. V`} f. RF'.'SFr) r,2TFS F .4 9 AND r...ZAI is rkf17/7L'71 R.I . DETAIL (3 VFr'Oti47 FRAIATNG PNST191ATPUN K rI'H,1-CHANMS, Fn F IIHFRS 3f'4'XI/4- CROWN S-AP-E C]-2 6/'Li."X5fd" SIAPI F LOCATED 24-' MAX. O.C. J-CIIANNC'_ TO BE =L_.SH WITH FASCIA, FASCIA BY OTHERS Reviewed for Cade HEIIVEE Compliance rTAPL_ Universal Engineering Sciences L'--'1- 3/8" 3-w-[N STAP_C'� DETAIL F STAPLE DIAMOND PATTERN ALPI IA ALUM NUM INC. 1710 PREMIER ROW ORLANDO, FL 32809 16" ALUMINUM SOFFIT INSTALLATION DETAILS fiAG IQa. 08 02198 = 08/05/13 1SHEET4 OF 4 L. FT08E4 M LOU4S P.E. G SIGNET?: 09231W21 Lu's R. Lumcs P.L. rL No.; 6251 1 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 h W W 0 W � 0 ti O A U a a ti SVHDIV. & LOT: EXPRESS MASTER PA PROJECT# MODEL: EXPRESS SHINGLE GARAGE S'{FMG: PAGE: 60 MPH EXP. C ARCHITECT STATE OF FLORIDA f fC� i I cuLL I ICHAEL C. ANDEIRSON AR NO 17305 PRE DATE: /I9 02 / SCALE: 1/4"=1'— 0" 'J�'s F741 iG[rwrrla PRYSSU lESW2se' SPAN TOILE SHOW VAMORM a�ve• 12 nrCuttis 10^ BC?FM TYPE l2" 70 , >Youh146 [+ aiusmd F2". Na{ls b4.1 +135.3 j bW-3G786 VcntA-36781 rJ69.1 -135.3 46•d +96A Dntkbk' ' irm l2".swp)cl QR1 +115,3 snlld-367W Vcme3-3619' -1Tf:O =i+11.fs +13 . 143.E .6 7M c 4 (_ lr mjnnm 2`, Aia4)s Sold^ 36694 +169.1 Caeiavent-3$Ei15 eLllVent-W1116 41691 1 -051 +135.3 6" ' 7a 4 (AWWU j 18', SWIM 1C-3 +l 9,1 atmrYwrR p695 1W1Ycm•3t646 177A 441.6 L11L1 4 1Cumlllb",ifliils + 2b.B +1M.5 Sal-36798 ld 36797 126 8 -Ifl1S +1 b1.5 7x.5 +�72.5 -7Sd Qvad 1 A,iuralwa) ifi'; S1aplcs :+176.8. Su1il!-36797 VMed-35798 -132.8 �Ia6, +1Q .S + fir1 onnsmw)t1)oubia6(Alttttiittvmjla:l +la3s Sa1)d-3f:782 tranted�34783 -133.5 -1416. »75.3 DwaLvBrilvla (Auminum 12..tapS^� +139.5 &Aid - 3b7E 2 V'emed! 3Q78} , .117.0 D mSenWTuplt4 (Alumill=112~,veil& +113.5 +06.8 +715;7 8ar4-1407 cWt4rv-4 -366n -133.5 1d8 8 7G3 Tali Va1:.3fi689 *76� ' tluraLllUl'EF)plo4 (Alovafciiirv] Ix"r SlaVlrs "+139.5 Flilb.8 5ulid-95687 -117.0 •id l.( 101.1 CcAI Ysat-366ES Lui1V - P +66 +115.i Ai9Fa(.vu�num}12",alsdla S� ?6768 ` QcuCaYeM•36769 Ym[ed-36770 -1E5.7 -92.6 •45`'1 i661. 1(11.T •p19Td(Ak=Wucr}12-,Slnplco 934767 +115.7 +97b "-143.6 CrnlerYrnl36769 Vtatdl-3677 -177.0 ' rA9744Viffr /N zgcW rVRJL #ZAI ARF . j;4L,GAI K09FxNG 's7R Nw/r_.s krsrJtt 0 JrYANkr AftV Y'r10 44AIxs. 47`AF+LA•F kV;'71 l at'V 49-VIT LGG4 AN& 4- (Ie G4cE) �J SEE TRB�ES SG�N ax¢ wodp _ �r9 J?dA 7 I r TA +its llanr l{ ,SaAAB f F.4s'errt t KFA LL FIPG P : I T�YI.¢ .wSa�lp.�i� s'vFirrt . P'errteJx rc rlarat; s'a TAuxs F�edA.vrvEi. `w/rR e,)r[ F/rl:rc++/a 2.a�aa/r LuAZ1. .5'Ranit 4�1s ArAY J:,Ltr/A TAod AV6 dsNG7R' S+aAosaairasr�A74 sr/.r-d NRl1 ; 0,a1rXHapN6 E�As<: d41D7k Ste° C iAdtES ' r}/Rl<l H r✓{qi $Pfi1 G� NG -r E � 7"as d a.L: 4C7RNATE lV:6xt �+�7 a `XrAl.E Sa�Frrs • - WirH �asa��� ae�vck Wr�t.c.� No . T'u ),W7Z 0iCfiJ Ai LrACH NA/L. 77tarae4. F+4e1A?J rr'gdfl►7G A+R'+'t.S ►A/JT,ydN�l pelailgfh ®owllhm fablcarefblf�dasSLxeL1oF2 r�rrarrGxa rr t...ay VW� Ntfq ^rill44 S AMP ��js'F�'MCA4.4 tr1T4MER 7~46ar6 Ads{r.va t7R SipFL.`' WJi-R'%: /J 1viria 1+rrrrd J'.TAdxf ' Arry 3y #'x fl as 4/rc t. se RAr311�" /cotx2 xrAr �r wtrJr 1 " z (fr Gi .gcej A sac etPx x�rc taNr. a[63 n:~a 7"A+9LES Qd1€2 rr ,-1 N �rs6ROS A 7 MA+-R ea/A,A/A/tr rs r Y•R4r WC, i'RSCIA 4T"Atr 1 � ,r.A.;CiA .: �ifi4 J"a?SCJA i WALL 7n'1M 4F"A4rA _... 'WAL.L sxr>J -raFgs 7 ..�� 3'r5A' 7�Bf?£a Nk' i+t+lA R' .ik"F 'Ta9#.Lars scc X AIrrvr a iaxr SCJF 1'i Wr,11+ lPC1lxF" fi' N1 /N "E F 1vrTx_ 1MaaP.i? WA"L.L'NOT TO JccoL6 NUT TV Tc SHD ON COW ARAM OD RAnONJLL g, tr F. ►Car. wA�c L"ti: ARBINC4NFOi¢irlAtrTCEWflYiY7iBi1%L® 12x"EA 202i 1AAr.14 SOMMALCWfi- a r10N 101.: AND THE1020 FLU D11 A11en . Re9ve3, P,13;" Si-�il.paral Ezigaleer : Plvrlda i.icanss #19354> = •'� - N LY MAND,&TA TAAT'10 DESItifiJtiY ? J3E 1 6 J, THE ATFJQrtd3i?p WALI &. : h i L • e=f 1i (►8$,ZaaF , PAI7.tECi2li52GGd1 $HE7�-O�r +i`1 tC.;1'i i'II� �rEg11199rltlgr Inc. OAiF'- {uI rf��,,,Sti . �C/ p. I= OVERLAF,, Tk1A IARt�3R YAi7f7R5 GtIEIJT. � Ira►rC 8Y a 'fit,.. � pR(3ttEC7i111F� iAAfiklr�Ry So��T�S�FduR! A �frhUryQ�L�I � tu'vt [ii74D$RTGN5, -- �. AT.MWAHLEIRMSIGN'WIND P$ES�S S IN P8F WANTt1HLE LONG VARUORNi r HAVE 1Ai2IVQEW 12" 16" 110 2111 24" 1301TV Il"Yi'E 1loublc6(A3 numJ t2",i+)gllt #'BBB +17PR +117.i `�^'14.$ •h59.5 sale-3�� veatea-367S1 :25-a ;1G2.9 -ta7,6 .ra.3 S6.S 19 (Alalnil�)'1'2", 3telslts +288 +1'7il4 +112 5 +79;8 +S95 � .- 10d-96188 Yqr"------ -275.3 -1629 =1A7.b -76.3 s5.9 '[Wp1e8 (bilnsffiia's) 12'". le S41 d-30% +288 +1704 +112.5 CcalaVdn[-9669y Fellt'one-9669b -215.3 .62,4 .10.6 -76,'3 ,56.9 trilZla4 (A1uar�tml)IZSgplas gal + + +119. + +319.5 36a94C tuuYaal-36645; Fe[LYent-9Ci6i6 273.3 ,la.9 -107.6 -7€I. -5619- Qmula i6^,Na1v +216.0 +127.6 +844 +59.8 +44AS -3G7B7 v m -3G?45 24150.5 •122.2 M7 .61.2 42.1 Quid 4(tiJmblitm) Or,, SIVICa ' +21" +1"'a {$44 tS9.8 444A Salyd�36797 va>kd-36791; -106.5 -12T2 $fi.7 4111 .42.7. Dueabuiltlluublo6Wvmaruv+ila"l64110 +a27.3 +136.5 ' Me +63.0 +970 66111-36112 VVZW--36763 -217.4 -128A -9 9 -60.1, 44.9 Lumbidli Doubh (Almuiputa)12", 311 4=" +134.3 +5818 104 t44.0 8e1)A:,96782 Vented 361'63 -217.4 -129.6 44.4 760.2 441 - Dt%abas3l Tnp1C (A1tMnh lm)12 ,PTa)I1 +217.3 1 I341.S +89 8 +6340 - +47 � 444 906l--36611 .. Crane VerA-36626. -217A .121.6' -U-9. -60-2 Fa vent - 315699 sure ITrkpk4(A6n4m )I2•,9tgh, +227.3 +134,5 408.8 +K±A +476 SaE d-3661'i -217A -128.6. -943 •6(1.7 44.9 Vsnt-9"4 F,rlt Yam-8658p Aa3ra(Alewlaut+lix",Naua stela 3cte8 *iA7:1116.6 *77U +54.b i407 CmurVyut-A6rb9.Vmkd-96770 +18H.4 -1tl.S •73.6 .s2,2 013 Ta [hbmdalmt)124,ftos Solid-36766 +147.1 +136.6 +77,Q +54.5 !4D.7 Ce tarvent-16768 Yattod-3d7r0 :188A -11 .5 73b •5P.2 38 2 DO& thin as wtih tug #ab a arG find on 5hsct i of 2 Psi ❑"ble 6 hu -W gimms CvwT r mms svidai, MA 0aab paul,sp 12" xncle Tri111e 4 orT4 ba "v'` groovas avar 4" ecaw wilt, scxl atncii pnaml ie12"aide. Qas44llas 'r%- p F ws "y 4" jii msa wlddlI, , ani cam peatj is 16" WhIc. Renard �t°^lea aL'^grouvrs av++sy 7"atrasa uidttt, , nnl melt ps>ffGCi is 7" wide. Double6 has "V" )vows cvely 5" a-^ms'i 9dib, andeta paasi is 10" wwe- T 121a3113baa"V"grpavasavuy3.L3" aaavas uriddr, mtd amhpmicl da 10'r wide i7Y9AliR rw AMe Reviewed for Code - 11ra &ATTEms M Compliance L-0 Mft/11{rM• .A+7T,1firNp$D 7R n „rp.oclhtG Universal Engineenna �A eh ( Ig1i mm Science.., h Ami jit.a lelrN fig , r / tw`+.oars 400Ff wa # Y. WOOD i d'gffl,LW'7 ,vare.r,, m^r SMwsa.r wrr#:' 1"LaWC t6Gd x{ry°yIra 0R'6&10 rK dA4N NAk ar4 F`dSClA I , AAAAR WA /-la FastJp r�sr?wr yaAlF�arrJv7 • pr cIIANNd4,r Mvlrldfn'o Meth J?+41(. Fpsrt uCttS moist- rrtaa afMG tid�tt�{laliI14rxryrrrrrr 6 bN1C R.[ ty �. r$ �rf ����,,, £ar£ wrnry (aNl,►M/T,+i7 p7• BRl'sGr/s `4,,r'vr,nr�s -.., S'oFFIT r4aA WJGE fA (YES -NNf1 E7f7a=Rl�R �EJ1yJ+Vt"S' _ 3^ " '+ JV ©7' 7-0 .SCALE �"• � 5t •T` a':Alt ilea ltr--Rus� Py. Structural En oer F1or3da iri�etFba f�l Q354" �✓/�+ J�ua�cv HRIEngineer[n1S,loci. 0A7t rrFss. a4z/ ixiwr>�nlv.2ra2�oW or a GLIEWYAQIFAAM 11Y^ "vs A1opt trr+Nt Pit0.1C110A11EyF :Fp xa/Jlrr-x{trglatT ! ms' 2C1p;1 i 2194 HWY A3.A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 100 h W W 0 W � Q oJ F 0 q U W 0 a 0 2 z:. SvsDIV. de LOT: EXPRESS MASTER PA PROJECT* MODEL,• EXPRESS SHINGLE GARAGE SWING: PAGE: 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 1 1 2022 MICHAEL C. ANDERSON IIII. AR NO 17305 oo PRINT 09 02 DATE: 02 / / SCALE: 1/4"=1'-0" I SHEET M)