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HomeMy WebLinkAboutRevisona OFFICE USE ONLY: DATE FILED: _ REVISION FEE: PERMIT #. Z/Uz/ RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE File Copy FORT PIERCE, FL 34982.5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 3313 „ip�yGcSTi�AD t7/Llc�� DETAILED DESCRIPTION OF PROJECT REVISIONS: %LEI//S/P/✓ Fn2 So�c=lT /Z�Q✓l2�Nt E.J i'3 wJGr✓ O�t.�tcd.:✓!r- SflOs✓S Nb /Z-EYE✓/2-E.raE.afi �"O2- Zx /VAi tE2 A-2ot+Nd ot{bts� CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: a. 4. QUALIFIERS NAME: /��.an' 4src'iUsesU ADDRESS: !Ys'o G✓cy�2 drt�yE' CITY: _Pat.m STATE: ZIP: 3L %07 PHONE (DAYTIME): _32/ _ 73 _ 7972- FAX: OWNER/BUILDER INFORMATION: NAME: CITY: STATE: ZIP: FAX- ARCHITECT/ENGINEER INFORMATION: NAME: o vP CITY: u� /!r ✓ y�2! ov2 �e�rtH STATE: YL- ZIP: 3 237 PHONE (DAYTIME): 3Zj - jgpx - FAX: SLCCC: 9123109 Revised 06130117 REVIblull October 12th, 2021 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave. Fort Pierce, FI. 34982 (772)462-2172 Express Homes Creekside Lot # 9 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 Michael C. Anderson, Architect Florida Architect #AR173O5 2194 Hwy AIA a Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591 AA0003325 www.abdesigngroup.com REVISION }Ck,,Ow efor COM-, Gorhpllanee '(1 Uinvwsai erigineering 91 adences =J File Copy Product Approval Submittal Affidavit FLORIDA PRODUCT Glass Building Design Product Design FL # or Miami- APPROVAL REVISION Product Model # Manufacturer Description Method of Attachment Pressure Pressure Dade EXPIRATION DATE REVISION For anchoring through frame into wood framing or 2x buck: use #10 wood screws 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 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 F1_15349.1 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 toachive 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 1 114" (+33) / (-41) (+50) / (-50) 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 FL15332.2 R6 12J31/2024 Sliding Glass Door (Alt) Series 420MI Window and Doors Nan 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 12J31J2021 Opaque single door with Smooth Star Thermo-Tru N/A side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @head and (+36) f (-47) (+47) / (-47) FL20461.17 R6 transom jamb. Min. embedment of all anchors to be 1 1/4" 3J8" x 2-3/4" HIM 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 I screws with 1" (+29) / (-35) (+34A) / (-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 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) FL14170.7 R14 180-185,187 Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3J8" 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 rutting into shingle surface. Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring FL15216.1 R8 12/3112023 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 Selfaclhesive FL34546.1 R1 12/31/2024 UnderFayment(Alt) Shield Granulated Owens Coming N/A Self adhesive Self adhesive FL27076.16 R1 3128/2023 Underlayment (Alt) Weather Armor SB-1 APOC N/A Install per manufacturers recommended requirements. N/A N/A FL3792.5 R14 8/16/2021 Off Ridge Vent 770D Lomanac© N/A Install per manufacturers recommended requirements. FL19567.2 R2 9/2112026 Off Ridge Vent (Alt) MMI MILLINUM METALS N/A N/A N/A N/A Install per manufacturers recommended requirements. (+31.6) / (-38.8) (+75) / (-75) FL152721 R5 12/31/2023 Soffit 2TSoffit Aluminum Alside install per manufacturers recommended requirements. SEE PA2 FOR CODE FL33919.1 R3 12/31/2024 Soffit (Alt) Variform Soffits PlyGem N/A IR E 7S N N5 L Tf N (t31.6)/(-38.8) (+157}J(46:1) install per manufacturers recommended requirements. x FL16544.1 R6 7/30/2023 Soffit (Alt) Aluminum Soffit Alpha Alum N/A (+31.6) / (-38:8) (+54.2)/(-54.2) FL37824.1 RS 12/31/2023 Soffit (Alt) Aluminum Soffit Variform N/A (+31.6) / (-38.8) (+106.8)/(-141.6) Install per manufacturers recommended requirements. FL121941 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 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) FL16293.1 R3 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 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) FL16293.1 R3 12/31J2021 more MFG headed screw or all thread but with wing nuts. N/A Install per manufacturers recommended requirements. N/A N/A FL171471 RS 6/27/2021 Zip System Sheathing L_ Wall Sheathing Huber e _e JWTI?nI MATF 08192PY 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321802-3591 www.abdesigngroup.com AA #: 0003325 E W a aUl 12-41 0 Q S Q J 4 Q q yYY Q U W h � A 0 ti BUMIDIV. da LC)T: CREEKSIDE PHASE 2 LOT # PROJECT# 04321.200 oo4R1 MODEIo EXPRESS SHINGLE GARAGffi SWING: PAGE: 60 MPH EXP. ARCH rECT. STATE OF FLORIDA -- OCT 14 2021- MICHAEL C. ANDERSON AR NO 1730 DB ATE. 08/19/21 SCALE: 1 /4"=1' - O" SHEET �A1 r;rr3 r" �)/=2„ �; R4 his;+F � !il \+SNIM1: PE\' GESCfip'i GN WE ANPR.NEi C i 'LL+ JJfiIL; S _i.`-1_ Ci 1:i::C3.' ;.L ITEM 1,113.1 PART NUMBER DESCRIPTION MANi1FA^.TURER MATERIAL SOFFFT AI PHA AI IIMgNW NC: AI IIRI:NUM 31054428 IFCHANNEL ALP H,A ALUN7€NJJNf NC ALUP.SNUAS 3105-H25 3 JCW MI=L ALPHA. ALVh1'NUM INC r1LUWNUM 3IUb Fln FIY fT;f'RIP71f7h J15ir AFS`Ji(TT? C i RF'.7 Fn W-.11'q .4 & AVC r'.FFAI nM7r T,i71179 R.I NO -ES: I 1 Ht HOW, PEREI'- I: L 1'. L_AND ': 11-IRELI C COW-1,Y W IH § iLOUIRLPAEN I �F -f F Jr. U� 64111 1 UE 2. WOOD FRALIIPJI Al rQ 0SONP.Y HE NO APICHOREC TO PR--_2LY RA` iFF7 At I A04 Cl 5 RUC URh F ": '4CSrON nV O1 FNING IS IHF / - FRAME 3irILOIN E LIT'; Or T A,CI IIT_G OR EN._ F L c. 5.. ALLOWABLE STRESS IPJCR_.5E OF t 3 WAS 7 -!' Iv HE CESICN OF THE PRODUCT FRe.:IAF -11111 I:11N:; .� R" O-HFP= ' :'' HY 0 HEKz :,w,...� �` SHC'kN HEREI{d, WIND _}A DURATION FAC-OR fJ .:: CYAE USED =0R-IAIOCD ANC: -OR w_,,,13" OTHERS `` r '�e �`'-..� :AIC:UTAtCAS. : �"f J' I THIS IS NOT A I3RA+�= �`-�. Tills IC `.:T 4 DRACC 4. -PAMC NA ❑?IAL: COLD ROL_ED rOR:1 A-JMINUU iv`. IiFE. ���_ ?HIS. ��.. �- I-, °.CT 4 6RA4E i = 1 THIS IS` (T.ART ciF _ `-�.`^� THIS IS• 'AFT OF S. r =GR ANCHORNC INTO AOOD FP,AMIW OR 2K B.. , : _-E _./4:' TRIM FAIN!'=D STA.INJ=SS 5 IHIS ``-`--. % I`; „pa I (IF "� �•... '`.,�."'�..,� R . - -POSS YFT=M '^� - �-'� ' ,.��..j an ?�OQ= TPI Ic. S"STF. JTnt_ NAILS VIITH 1 J=" HEAD G AMEI R, 3,• �'� OP, -," STAPLE*.f''- ,� IRU. � -OR' � 1 ";�-,� ''.•_,.�„ ` =cEF'_R -0 DETA-5 A. B :. AND E MINI C �C HT AiT r't";. _ .' C. -UR APJCIIQiNL INTC A.A3{TNR7/,.2IJw7-C 1vIT i '.T ?,a/'U" T OR STJ:: - _. ... _SC ',NIS -OR AN!'.HCRIIJ-1 FNI:; AASONPYJ.",'3NCR-IF :FI1, _ ,F-•9?"i(1-1/'P" I r'R --T.:.- AIIS ,=F=R-O DFT.I % 7OR UINIAIRI FAnF'- �i r T. 8. ALL 17W,TE\C 5 -O 0C Q7"J5ION RCaf•'sTANT 4 STAL_!.TO ANCHORS HALL _ INS _LED IN nC�"i1RDA a I? N'.-�< '' •J ( - 'r I ,,� ^A4NI1-AI`I 3 P'� INS All " If7F1 INS Plli` \'.. ANCHOF -=1 1 -;IRSTRATFF %'TH STPFNI]T-S 1=5= THAV T-F M•". W141 S-RFh CTH 5:.-=CIF=7 RF (Nt: -- � 61 P � r A CONC -MIN MU 5 E IC GR I G ? 4< � - 1lENT€D sr; ALuaalNer�l�al•, Ir sLnLIDAND -.� C. COPJCFLT_ - vlNlkt M LAIRG.,Ib_-TRCN37 Cr 319Z � ul. 3 SI0ji-WALL4W0vMA.0r .1 r1TIL'K 5-� '�--GREATER). VENTED VER5IO.JV VENTED A RE4. 2025 NY�tINFAR FOOT AS:.} `J :R - ,i f.CtiGTII C;VdJri: �.NANCC TO ?> N � ,. GRACE V, 1 GREATER). .,,., ^S;&r,NPRFSBGtRF:RATW, AWACTRArN6 I DFSnNPRFS5b1FWPATWG MPAC7AA7Mj DESrGNPPES£URERATINC fWACTRATPTJt; t54.2PSF TCOPI +38.4PSF AU&+81, iPSF x r wPtraa3T.auenmJrrpeeRrtlna' YI"4fxrr49T,4tiFIIW7fi'7YEARAAID r.�.r.,Arsa.tevn,'ea•aveA+ra,vri F C`fANNiEL 31425- r28ALLW.*WIJW,0W THICK it G 5) J CHANNEL SID;H AkUWWI. 1.CI7'FHICK -RAMF MA PINS MY OTHERS -A:J= CF CONTENTS SHE_ NU. Ut�::iNIf:XV PROFILES AND NOTE: 2 ; INS_ALLLJICv '�CALS AND r:Gt"PON 71110, S -,\OT A ORACC THIS ! CART OF ROOF 7PLIS . F.Y77ly - SEE I�Hati 4 - 12OV=RHANC - 12"OVERHANG INSTALL,ATM DETAIL FE:J.1t R:!11lllhl; Er CT-_P.5 -Ills 15 rdD' A 3111ACC HIS IS PART OF RC. -RASP `'fcTFY SEE ` SE= v DETA _ C DETAILS SF_ - SHEEI 1 :t N ANC; f .+.U41 r, 16' OvERHA4,G W' OVERHANG WSTA9LLATI NIi DETAIL Al PHA Al UM NUM IVC. 1710 PREMIER ROW ORI ANDO, 11 671109 16" AIUMINUM SEW1 SRCr LES AND NO'=S reaxr. n'x>; rx. V.L. Dl;-C219f3 `"= c NTS '= ilB,rC'S/13 '"ET JyF 4 i. R05£P.T` L1M"JSP.E. ,kre� YIT7OOPOW RG LEWSVILLE. NG 2;i;i3 <3a-o'Hd-4fitz7 .Mmpat-vhl+.nab> �vn C. SIGNED: p9r?&70?t 4TW Lj"s R. Larr.cs P:L. rL No.: 52s14 e se;Cxc, R�r �-RIRTIM G,IE r?P2WEC u +' wISLJ 110I1_5 S ?c b AND JLIA.L C J'3J1i"202' R.L. P,A.ME 31J STING 3Y OTHERS ."�*tAnOR 1 `-- :FF FT- II �- AND G SHEET 4 -HIS IS P.uT li.:- -IIla1517- r IX FURR PJr_ S .RIP li-T:,41 FF SHEET 4 SEc DETAJ_ C SHEET I 1?° fAxt ii Cl. - 3-' 'OVERHANG - 24" OVERHANG IMSTALL ATION DETAIL A -PHA ALUMINUM INC. 1llu PRLAIER ROW 07_ NDO. =L 32E79 15- ALUMINUM SOFFI- INS-ALLATION DC -A LS P5)N'V IT4f: N0. 'd.l . Da-nr19r3 N75 run 08%OS/73 CF d L ROGERTOLMM8 ?PE. 1h32 W'000FOW F(Y_EWWt ?,LE, AC 270.9d <3.459?!50G eAg:na9�':'I;pmesfdl.CJ^r L__4 _L DrETNLS 0 AND C LSICZ 1 ✓ t7'f=RHA\•" 12"OVERHANG INSTALLATION DETAIL i >��` S 14 c A-F F i F { / L=T'JL E V' := rJL3. UET+,iL _ S ICC 4 A_ C AhiD 5II17 _C7 4 15 01' RHA."JG IS" OVERHANG INSTALLATION DETAIL 1/'4' MIN EMIi_DWENI ,. 1 .3,'4" TRIM PAINTED SS NAIL W/55/IGi -EAD JIAk' ER I6cmiI : 7j MAX O.C. "E" MIN DETAIL A IV" FRAMWO IN3TALLA7I.9N LW F ERAIuI,JF_L Al l Nrklt.5 WOOD F RAMINC WSTAkWAON V.P F 004N.IVE4. AW STAPJ:EB / 1 V.L. Reviewed for Code Compliance Universal Engineenng Sciences 1 _; 4' I : M F'A.INI _D SS [JAIL 4V/vIf.'., F--A' IIv'MF F4 PC. PANG, 3T:^Plr li") PFR Vi JYF 1 X: OR 7X C'Lx OETAIL V FURAAW 87P!n,,','ATAI t.Ar (W dil" QVERHA,4'C; 1 { ,, `4"X1 / d" CRi?riM S-FECES r' i I OI'41-rI 74 IN IAf.IOWD PATTER\ -ascla I I I MIN. 1 1 1 r EMlBED'AE' T ' `3/4 XI %4" CPOv4N Swtc (^i}...✓'° 5CAT. (I'. AT EACH C IE .✓ r 1;14" FASCIA JP -� - I 3j4' TSM PAINT=_D SS NAIL 3/6" MIN 1YlriJlF. {-=At) DwiFTFF FOCF DISIANCF _OCAT=D 24" MAX O.C. 5fs" laly DETAIL CAgCO3/=TIT _ 41A7f�D FRAAAINC. JAtSTAW7?4N SIGNED: 09r2a2021 ,'` - FTr.F DISrf MIN NCFASC41SrbF f A 1 - / AIP, L -1} 4 MINIMUM pyBT^S ^ * = 4;R S UE1 NA L C �' `aE4y L' NL� I_D 24' X -'.C. .-_4 �C". TAT=OFS-U£GCt FIN Si riv �.ir 4/D�"�OtD111`i'4 ' ti if C AASCvrG�wTl ILT+:a .% 20 N` ksou lrTHERS 145GM7YCkEEHRTaELiTN WCHANN•L ANMAILS Luis R. LamasP.C. REFER10NOTE BFORCAISEWMT FIL No.: 52514 FXTERIARSFr s-RIP DETA _�i + 74L E SI ICCT C rE_ C=UCIL I)SI-EE' 4 MAX C.:- 24" OVERHANC. 24" OVERHANG INSTA"TON DETAIL ALPHA ALUM NUM INC. 'l1D '�tMltk HOW' O:Z_ANDO, FL 32802 16" ALUMINUM SOFFIT I\S-ALLATION DETAILS 'AwG J4G. 08 02198 ff 08/05/13 Is CE 2 OF 4 r aaaFRT^rrxrns P.F rd1F P4X 'nfi).R/: f7� 1 iN"St'M/ w;7rw t d?4•f14ru5L9 Mnaa*s�A+±n4Sa�.mn C 31GIVED: M?34W21 R IIL6 ftt ti 'NGEN1��� r _LIS N. Lamas F.L. rL No.: 62514 REP'egt.5 Rry IT:rHF71bN CAT- f. I RF`l%Fn l,nTFS F ,i 5 AVF, r.TSI f, I C9r IT DETAIL G YJOOO FAINAO G NSTALLATMN N'RTiJ�HMrVFt, + n4FL__S W'T.APL.a i i� 3/8' 3�Tv=CN STAP_Ca DETAIL F STAPLE DT4NOW PATTERN ALPI IA ALUM NO INC. 170I0 PREMIER ROW ORLANDO, FL 32809 16" ALUMINUM SOFFIT INSTALLATION DETAILS 08 02198 HTS �='J8j05/13 21E�4 OF 4 L RL�LOW P.E ',#W WnWF'om RC lFAT.t 1 r F &r.,7&u FOC;F 171H1RS „earl 4" CPOVm s AP-C LC;ATCD 24" f<IAx. U.C. CIIANNC'_ TG BE L SH 'ATTH FASCIh FASCIA. Te CTIICI+S SIGNED.' 09123:2021 r�_" Nt s t ,�,�kai 111 y°,". Lj's R, Larrres P.E. rL No.: 62511 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 44 W 04 ILI U Z w Q Ill z J F~ (Y O 0 o lll U 0 2 ti stmDrv. ac LOT: CREEKSIDE PHASE 2 LOT # Ci PROJECT* 04321.200 004R1 ldODEI d EXPRESS SHINGLE GARAGE SWWG: PAGE: 60 MPH EXP. C ARCHITECT STATE OF FLORIDA �_A / P - OCT-1-1 2021 MICHAEL C. ANDERSON AR NO 17305 DATE." 08/19/21 SCALE: 1/4"=1'-0" SHEET U __�..,. ALL043'ADF4;G111YiNDPR>`-55LRESMFSP _ 5H(JR7 SP,t*1'fArt l.E _ VARIFORM E-AVE SVI IrR M INCHES lo^ l2 I 16" sOrkff mr Daubla 6 (Nuslmd x) 12 . Nails +1Li4, i. �, +I15 3 j +96.6 , e_11v cnan u +,,:F 3w"P1 N Vup'SGipU �. td[4 -4Yi 2 .96.E - -- Dneblc6(Ahmtuvm)127R'wplca Satld-36780 °17cncal--3673' -MA -141,6 401A 7t!Pic4 (Altm1i =)lr,Ha11s-Solid.3rs594 Ce:ticx Vent-;:664i FttlVmt-96696 1 _•.(yry.1 -133.3 - In71ed (Aivatinvn) 12*, Staples SdM-36�A +i$9,1 +i35.3 Caaler Vtrt-'6w5 Po!tv'crt. r69b -le7.0 +iaG.S .141.6 =103.I Quad 4 (Akmi um)161. N01113 +i OI.S +72.5 Solid-36797 V"ted - 3610 -126.8 -101-5 +101.5 -72.5 Quad t (ALua'sn m) 167. SL ple' +IM.8 +72.5 Solid-36747 Veraai--36798 -132.9 i06,2 -7$° Cteesbuilt OnvbhG(AWzninum}{2": Ne11s +132,9 +1RG.9 +75.3 Solid-36782 Vented--367b"3_ -1n.5 -1•l , DumbuiltDWWO6(A.amlaum)12".5taPka +13315 +70.3 Wirt-36712 Vested-36733L .M.() IA 1.6 +l"F p6,g } E •101.1 +76.3 Dumr iliTtiplt4 (Alumfw.Trn 12",;Pails +133.5 aLW-3W8? CaWVVU-M!5U -133.5 -106.8 -74.3 Fuli Vale-36654 i Dtst4Uilt TriFiC M1 (AhuuL".ra) 12-, znzplcs +133.5 r MAX *753 Solid- 36687 -117.0 i4l.6 .101A CcrlerVwt--366SS Yuil Va4-;WW59 .Ol3 ;id [Alum+numS 12", Nails Said-16768 +115.7 +92-6 +66J. 0wor W%tZ6169 Vwfed-36Ti0 -115.7 -9216 • - b•1 .Ol?'i4 (-Rtuunirnrrni l2T', Slaplam Solid-MVt +IM7 Cewcy Vent•36769 Vraltad-36770 _V7.0 - 41,fi I i01,1 I?ewd2 that to with tkb iaple are lbwd an Slxet 1 of 2 W,S1441 WS3E)Ria ii3TE? ill TABLES AM BASED ON (MIWARA.XM A_ND 14A11ONAL ANALYSES r),0M IN M PR@TF.Cd' 1709"W AND ?3M IN CONFORMANCE ihtM THE 202-0 FL43MDABUR.DINCtCODE AND TITF2020F OIZIi%r).idESIDE KTLALCOVE. nM 2020 FLORIDA BUI1.MNO CWt IN SI7CHON 1 ' AND THE7.024 FL6R_1DA MIDI_ JAL CODHiNSEL 1074R703.11J1RUC'li,Y11ANDATEMTTSBDES 10N1VM PR,MSUfWS ON S{IFF1'!'S ARE TO'133TIM SA.\4EAS'ME ADIDINWO WALLS. SV-MY.E SHORT SPAN AND L. NG BEAN TARIX5 OVERLAi', TIM LOWEIR VALUffS GOVERN AND SHOULD HE USED IN INSTALLATION DESIGNS. a AI.T.0VABLE DESIGN WIND PRESSURES INPSF - LONG SP>fl1Y'P{.ABLpE[� '() ��]�y'(�}�j�q Yd1.i481'6SRM +_p ��y �,�y( y]� EAVE V10TO IN INILW 'S 12t' 16" I$" 21" ¢ 24" 84i!m TYPE Do,cis '{A uml ale; t2"•,13alls +188 +170A +112.5 +19,i +19.5 solid-367>D0 Vested-36731 -275.3 -162.9 -107.6 -76.3 -s6.9 pada]e6(Ainminwm)12 Slelxles +28fl +l-M4 +1t2.5 <793 +59.5' 5ulid-36Ni0 Vr. 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IM bas"V" wctaves evary3-W' acmes width msd arch pastel to 10" vddo, J1Id 9AT7EAr15- A77ACA14P TO I:AC,f 4VKAd/NG }7f M'*'LA F. r'4 4"'I£ W.V irKI)VI ,Tgd 7'hBCET VICWJtr7'ld-,S'E TAtf,LEs Nor ToTeor-i it � lLu-ww� ' Reviewed for Code Compliance Universal Engineering Sciences ' 1°lM �iCR f-.q l7Mt'. b'•lrAC!!t' a --... { L 2,VC .f Dc; rlyt, NAF [.ice O.f S»fe,tdx w,rw GR�+� jQi rN ne1e,S' NAR Aia7 rASCI A .8Or5,9 c FA%cfH i YIC!!v7 yAA{FAR �'j Afvcrlstr,c# TAPIR f2 J2 t'?Al{, kaAkd CANE A witsTN UAJLIMiTED WA t-t- "; r, CHkHNdG� f"As7`C1JEIt5 SOME Ai AT &.Arr• M-C HF€ I~nginoering, Istia. nArF t r-A.8 ;sal ) Pacu_crW21o2etor,3 sls_I_ ar 2 r.UEST YAnLCgR'ly - FIYL-_,.+7 /i�,CiyES PflUleCi t7AdSEVd daFYl1-J d a A L r.V $T 'r: OF I 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 h z7 W U Z 4 w U p o N O QLI -1 a � 0 q U1 U A � m 0 2 ti sxmDiv. DIE CREEKSIDE PHASE 2 LOT # PROJECT# 04321.200 004R1 monzla EXPRESS SHINGLE GARAGE sJEXP PAGE: 60 MPH ARCHITECT: STATE OF FLORIDA -OCT 1 4 2021 MICHAEL C. ANDERSON AR NO 17305 "`"N a DATE: 08/19/21 SCALE: 1 /4" =1' - 0" SHEET Tr__" A