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HomeMy WebLinkAboutRevisionOFFICE USE ONLY: DATE FILED: REVISION FEE: RECEIVED OCT 2 12021 SL PLwe#Co5?"' LOCATION/SITE ADDRESS: PERMIT # RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: nEb/SiyN Got SP.c.c/ y- fit: C�✓/2-ENt E:,.J Tj AJGad O2Rr+J .✓�'' SFfos✓S Nb 2ECt�✓/�2 E.s+.�iJ7' �2_ Zk M+9i�62 .ud ,HbtrSE CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: 6,4,Ya27-p/tJ QUALIFIERS NAME: ADDRESS: / v CITY: py-44 STATE. ZIP: 3Z9,07 PHONE (DAYTIME): 32-/-73a - .7 �2_ FAX: OWNERIBUILDER INFORMATION: NAME: _ ADDRESS: CITY: STATE: PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME:_A.�g 6�-eovK, ADDRESS. Z/y'S/ flwy /f/A CITY: �,✓�„y 1 r✓A2Ltoo„� GedLe'q STATE: 1�4-_- PHONE (DAYTIME): 3Z/ - 13D 2 - 3Scy� FAX: SLCCC. 9123109 Revised 06/30R E I S I ON ZIP: ZIP: _ 32 y37 File 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 # 11 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, REVISIOc 'c � ` a Ci c°j Vv C? _= v Michael C. Anderson, Architect Julie (® Florida Architect #AR17305 194 Hwy AlA • Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591 AA0003325 www.abdesigngiroup.com ROVWMW for Code GM#JsnOe 93 scw1c" univww VtOJIS10N File Copy Product Approval Submittal Affidavit FL # or Miami- FLORIDA PRODUCT REVISION Glass Building Design Product Design Dade APPROVAL Product Model # Manufacturer Method of Attachment 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 185 SH 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) (+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 IRS 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 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 FL14634.1 IRS 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 2 112" 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 (Alt) SlidingGlass Door Alt Series MI Window and Doors Non Impact p into masonry /concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" (+33) / (-41) (+48.2) / (-48.2) Aluminum SGD S minimum embed. Into substrate wJ 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. Fasteners spacing g• p g @ 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 16.2x7 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 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 5, 177, Overhead N/A jamb and bracket location. 2 3/4min edge distance. J " g (+29) / (-35) (+34.4) / (-38.3) 185 180-185, 1$7 Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia7 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 risistant 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 R1 3/28/2023 Underlayment (Alt) Weather Armor 513-1 APOC N/A Install per manufacturers recommended requirements. FL3742.5 R14 8J16/2021 Off Ridge Vent 770Q 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 RS 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 REO�JlIE IOAII E1,11 TS N SAL 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) / 08.8) (+80) / 00) 1/4" x 20 stainless steel or ELCO Panelmate 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. 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 N to a 4 U C, o � J O w 0.z O q m U Ell n Q, ti SVSDIV. ae LOT: CREEKSIDE PHASE 2 LOT # 11 PROJECT# 04321.200 011R1 MODEL: EXPRESS SHINGLE GARAGE STIMG: PAGE: 60 MPH EXP. C ARCHITECT. STATE OF FLORIDA I OCT 14 2021 MICHAEL C. ANDERSON AR NO 17305 0111 np� 08/19/21 SCALE: 1/4" = I' - 0" 5 23/ i2„ - 5Jrr2 5 AL 11M1N IT- SOLID A LI h '1 SOF,� AND VENTED � 1 51175rk^$ALU~.02'1WtL,'I1 VENTED VERB IN VENrFD AREA 2025 kW,1Y%FAR FOOT W v a;na RLV DESCA PT 4N Gf A�PP.Sri P40-ES: HE p., ..I JHCILST. HEREIN IS L '-":L_ '..L'. ...-r,CIURtD G COV=LY W"IH 2. Pds:7tZfi FRAL11Nl, A'.r: xAA�;cZNRY C- I`.' E eIGNEI AND ANr.HI)P.EP' Tn FRG=ERLY PA .: Flh Al l .�A;.>S 0 S RUC IIFh h '-,T r.. ; VASONX` 0; 1h NING IS IHh KCSRON^ E LITY Or T C A,� CI IIT=C- t,R ENG:'•,C JF 'CCOFG. Y A.LLOAABLE STF.ESS INCH=:.S- OF 1,/3 WAS I:i T :..I) IN: -HE C'ESICN OF THE PRODUCT SHC'NN I-E'<EIN 'WIND _OA; DU-RATIf,N FAC-OR CJ= 1.':+ •WAS USED =OR- WOCO ANC -OR "Al (:UTAI 4. -RAMC I/A ERIAL• COLD POL-ED FJRxA A_JtAINUV 3105 112P. S. =:OR ANCHO2Z NC IMT ''X000 FRA.MINC OP. 2X BMV. USE 1 314' TRIV PAINTED STAIN-ESS STEEL NAILS WITH Y /_" HEAD oAmz:r-R, 3 CR-AVN OR Z'R •?;3%" STAPLES. iEF=R _0 DETA _' A. 5, AND E =OF' 1AINIvi M ENl5E'W7NT AND Z=ACIING. C•. -OR AN4,110t ^'w INT YA,CNRYi'C_ C tvrr C-T ::Tl;. ' USC 00 X5,/G' T OR .3T.J_ 'y.UlS -.OR MCHCRIV; INI ) VASU1+ y/'Y .:'xCk-II tiVllH -TIP %AII ; F-F. ,3 DFT I C. =FYI. 1,41Wk4 iIi r.;-RFl:'r,' JT AND F AGING. ALL FASTE\E M 0 DE r0171A 7SION PC115TA•42T 8. NSTALJ+T^Oq AN^.HDRS +4_L cE INS *_LED IN AC:CORDAy^= Off- ANCHOR 5AANN AIT..s-P� INS A.II ION INS PIK' JrN AN AW'HORS -All N.^,I ;+'- t)Sh:i \ - =.1iRSTRATF= ATH STPFN!'T 1=S THAV T-F hl'0AIIIJ F-P.FV,.TH SF=CIF=O RF 45V ccv— r� IViL5 EIC rRAM1I r I- G ?A2 . S$ fv < Cr-sr -.J CFLT_ vlNlt,1 �>:+/ t, A( RC,,,,Ib_ �TRC°J:ST ..r 3,19e I ,,1. .:. MA5s7.N 1' RCNGTII CONF', 70VANCC TO AS le u- ;' C-PAC/C 14. '^`_= i I;;f? GREATER). 1)FSK3NPRFSSURF1?ATW3 MPACrRATINC, PFVCVPRF8,5LIRFRAi4A1G IMPACTRATAW C nF,;GAi PFS:SUREAA7IhC. HdPACrRATM1C t54,2PSF ftft t38.4PSF n. n't I ±31.1 PSF NUAiliz WNt?i lFt3','+44E01'/? QkMERriANa+ w'NENrWT4C.1.I7W78'7i:WW ME W$TALOFD 9,Z4'0VE;".V4 ;> F CHANNEL 3YV4F4- 2E ALiW ,'NVM ,012"THIC K Ll it ,J) J CHANNEL 3?05-N28 ALLFMWL1M.G12'" THICK -A=J= CF CQ1,41TEN7 SHt_ N:. Ut�:t�'IIC>td PROFILE+ AND NOTE 2 4 IN:,-;,LLATIJV CE-ALS AND COMPONEF S AI PHA AI IUM NUM IVC, 1710 PREMIER ROW ORi ANDO, P I .178042 16" AI UMINUM SDI PHl °RCP LES AND N075 aY,'N 7� tom- .L. 08-02198 NT5 az ;13/05/13 ZFTI OF 4 L R03EPM LlMdASF.E. *41.' 1Vc7JJ7FCRC RL LEWSVILLE. NC 27CL? .SiGAIED' 09123, P1 =y�yN+N>rIE os�t1t 4.TAT�l 4�F 4, rfrc�sNA i rN;Ng L J's R. Lam:cs P.L. rL No.: $2514 z rncrt: Rev CE4:RIPiit)tJ CAM 11P2Wa ,. H_vISU YC•ILS S is Z: AND :SLIAL R.L. -RA;tAE 3V _DING ✓=�.^�� /^ �_Y O-HERS + RAMH RtJI I:It•} r h;f,I.41 H:!II I)IPJ(, ; T.Y OTHERS 5" CT =k5 {� HIS IS NOT P BfOMG . A UpA'C[ ."`� % -I11v IS '� 3 37ACC � -HIT Illy la F°f+ ()F z' _- TRUSS SsSTCM r' THIS Af< T OF j �� ; IS ART OF ;; "�-. -- ROOF TRI(c�;. = P.IISF. =YSTFu _ _v f 4 { M1t`` c"x,E'EJRIfi1a I+M11 _ SEE SE.i 1X FttRR NG DETA _ C DET.nILS SF= - A 1 `- 1 S"P.11A A ^_ AND C SHELI 1 " :F:I141 r, ,�,.._.__. .+. H AfrLT h 3FF SFF �f R .SHt-1 SHk`# !+FTr1.115 5 AND C it SHEET 4 I- � SHEET 4 � 12" GvET?HAvC � 16" GvEITHq':G - SE_ 0ETA1_ C SHEET - 12" OVIW RHAAI fIVSTAL I. AT01V OETAN 16" OVERHANG 1NSTALLATICIN DETAIL 1 7" 114110C 24" G'HEFIIANG - 24" QVFRHANO INSTALLATION DETAIL 3101VED: 0912"021 A_PHA ALUMINUM INC. i1tlilrl/r// 1 11 U tiN IR. �'+1irf'rf/•f IdHL VIEV ROW +: Ca_ANDC. =L 328+79 15- ALUMINUU SOFFI- *• INS'ALLATIGN DCA LS TAT *� OR- C NITS NITSTarr rJBfOsjlz '..ki7198 OF 4. fill L NO3ERT0i=Vl,9RE. i9Y Ve•F.OaFLWR RD_EIWSI^iuE, NC 27023 Luis R. Lamas P.C. 414sn9.n665 rnbmasl$;ramRacaco^r FL Na,! 52514 BILL OF MATERIALS [TENT NO.; PART NUMBER DES(.TdPTION MANUFACTURER MATEMAL S(TF1'IF AI PHA A;( 11M'iNUM Nr AI I IMiN1IM 3lrrri-H2A F CHANNEL A1_PH.A ALUMINUM NC ALUMINUM 31105-H28 S CW'.M l=_ A1_FHA f)LUIx14NUM 11NC ALUMINUM. 3IUb H2E s h3:MF 3!!u DIN 0- OTHERS THIS IS ':C'T A BRACE I HIS IS SS CFh LI SF LiET,'tiIL5 LA.0 kND C C=f t 17" Cis/=RHA\;'" 12" 0VERHANG INSTALLATION DETAIL 1/4" AN EWI3_I}1VtNI DETAIL A WOOD FAAIA VG ;NS'TALLA710y VW F CNANNFI. AW IVA9 S FPrWI- HUII :;IN: by to HERL + THIS IS NOT A 13R,A:-_ THIS IS FART OF ..,,�. R,7n -RUSS 3Y371, 1 .M1 1 4 — 5-F F rr o _ _ F 1}} 1 L=TiJL E It'=•PdLS DETAIL E. ICC' 4 A C AND 51117 C _G7 4 1E' J:.TRHAN) 16" OVERHANG INSTALLATION DETAIL 1 3,,4" TRIM PAINTEl SS NAIL -EAD CIA''ER t- MIN k1iy- Uli ANE- R1R,gYAI0 5?rIa !A4..-rAi ! A7JM4 24" 3VEr7NAh'C 5'4"Y1 r4" CROAN 5-APLE5 I `K'A 1- fI -4' MAX C•.C. IN D AfAf ND PATTERN NEr IJIJN$ FN Cr<m1pnr6 nAir APPRM4_I C RFAWn W-ITH! g 4 A A x r.Fr. I C 11/'7/; C0 R I FP,: C r:IU IN; -HFF T111 , 1 T 4 ,'rxX - T4I I. T F 4 ' £kTERItJR 11 1 M1 I K r._ J W DETA _S ~'-` tt J'JL € A,UANDC tll _ET4 SI ICCT- "EE G7c& D FEE- 4 -2" NIAx. 0.:. 24' CNERHAN^. 240 0 VER14ANG INS TA L LA TV N DE TA IL SIGNED: OP121,W21 ALPHA ALUM NUMJ FTC. lL+a �ti 1ft f/ffjf ENB �� Oi-.NDO, FL 32609 o *• eJ,.B F= 15" ALUMINUM SOFFIT= 14S-ALLATION DETAILS ' TA" 4F i%.r RN ewc rFD. cS 08 D2'193 /tiOe...* /J�%% i�'1 M1�In lYr�,il. _L IS R. Lcmos P.t, VIE NTS DAM !"'8/05/13 SHET2 .:. rxaFJ=.r^erMrnsFF 7.e.'ti.'VARn,7r)+iw^.y4'!/(,`-PX' xCnTr 4g4.rvkW.64 .;{l9 rL Na.: 675':.1. 1 1 ":?rf,YPd 3TAPI r ' MIN 1X C;R "rX L: CK' r f7� 3/4 XI/4- CITiN STAPLE r tik I/H"xVH s m- h t .... -' -3CA7 (I) AT EACH CPOO+1E l+ ij4" FASCIA JP -' � 1 1/4 T: M PAINTED 55 NAIL J,ic VAIN W/5/'iF" 1-7,41 r)WAFTFy FDGh nI51ANf:F _OC•47:D 24' MAX O.C. s/s" IAN DETAIL E CW$CDV= R Hn'�n6 Paauwo lrxsra : AT?onr AiF" .AIM FASCIA ME �f FTI(,F DIST;.PJr:= / to M1M1 i --- MINIMUM + K S UH NA L. r' 4 L:i:-frl r 24, Mr+.7< ox, 1"�,'�' i' \ `•-.I G JrG4 FIN a-{-� /Y yltnwt: IAA301,T`; 1oNCr,ET=.. .•� D.ETAIL.O �Z� :�f :THER3 MASGRYACtk/C IIVSTALLATIYCOV l"4'F CHANA'EL AND M4!LS REFER T 10 NOTE 6Mr? EMBEDA41ENT WOOD I-RAMWC WSTALLATI V WV F W FMN2. AND 6TA.PIZO Reviewed for Code Compliance Universal Engineering Sciences Rry I ,T,F7LRPTICH I f-1T I A-PP'IJ I C I Fn ,Fn NnTF4 E A' 5 A -in CZAI r, I CA/17Ir7C.i DETAIL G Vt{7JD.FRAIdJlVG tNST.N.J.ATtJ.N W1r,4 j-^NAMVF; HEIFNEE"J � CT.AFCS t + t I r STAP-ES DETAIL F STAPLE DIAMOND PATTEM ALPI[A. ALUM NUM INC. 1710 PREMIER ROW ORLANDO, FL 3280E 16" ALUMiNLM SOFFIT INSTALLATION DETAILS aNc Nc. 08 02198 �` •C8/OSji3 sE?4 OF 4 L. R085P7JLOW" P.E. :'"6lt tYfF]?".�RV) F7n FF.VLS(9Pr c M1C•:P7ffi# 4u4•SCfi•(.fit19 Ki;r/aak�htuY.1(b [thrr FFdSF I H [ ! `4 CRGtr _E 5 X.sld" I II r "3TC :4" Iti1n .. E -L H :'.ITH F ::I, ' t:T11Ct5 SIGNED' 09,23:'2021 N11111I1 I P+t1A R L .-A;HAT04F ,jtV �0 . CrfflX�j�kAL`@j ~ LJ-s R. Lamcs P.L, rL No.; 62511 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 h W o W 94 z `Q U a � m Ill r O z' 0 u h � 0 F: ti StJHDIV. & LOT: CREEKSIDE PHASE 2 LOT # 11 PROJECT# 04321.200 011R1 MODELt EXPRESS SHINGLE GARAGE OWING: PAGE: 60 MPH EXP. C ARCHITECT. STATE OF FLORIDA OCT 1 4 2021 MICHAEL C. ANDERSON k. AR NO 17305 DA ] 08/19/21 SCALE: 1/4"=l'-0" 1 =3,►;M:y NN AiJ.Q';1'h11%�UF.3'Cat tiYiNO PP.�cSLR,FS INPSF _ SHORTS^At: iAfit.F _ VAR fofzm EAS'£'NirlP1!L9aCRED -. 1t• 1xT lc" SOl'1rITME Iyoub v 6 (AI=m6m)1211; hails +1i4.1 +135.3 196.6 n-lU rnon Vwt.x Wwl leD7 tT[1 Dnuble6 (A/wnumn) l2 NIAPM +t69.2 SnLd 36790 Vaert04 z67$_..,__ -177.0 I -141,6 101.1 Tcipz 4 (Aluminr�n) 12"� S4uits 9n#id 266i4 +169.1 +i33.1 +96.6 Ca+aVeot->£&93 £t.!]ifiarar-36tS96 -1�?.1 _.135.3 -96.6 4 (Alums; at} 1) ; Siaplc" sollc-3tid94 +369.1 +:363 +''36.6 CmterYa:c-:5q5 rwj'v s-I G96 -177.0 -141.6 -101.1 (wed 4 VIMIr 1611, NMI; +126.9 +i Dt.S 'b72.S p _ 30114-36197 Vcw 36798 -126.8 -i02S +101.3 72.5 Quads (Alwnim ) 16" Y. P1rs +1^6.8 +72.5 WN-36797 Va -3M798 1 -132.9 .106.2 +106A -75:9 Dwabuilt Volmxti fAiuminrytp) l2 ;r1e11a +153,5 +76.3 Solid-36783 VaMad-36183 -E33.5 106.$ -76.3 DurahaiK iiwMa 6 (AAMbIaaa) 127. SWP#cc +I33.5 Salie_56792 Vaned-36783 i77.(1 -lAI.6 j 101.1 Dur'yuiRTriPlc4 (etluminum)12",'fails +333.5 -h051 +753 2cW-YA,87 taa1[.''6wv-366&S -133.5 -1(p 6.S f -76.3 Fuii Vrn!-36689 UuraW114TMptc4(rVumtnu:u)m",5taylrs -F339.S rl06.S +7G.3 Solid 36611 -117,0 •141.6 -101.1 Ccctts'Vwt 366SE Full VwU-,MS89 ,013Ta (•'tlu�nutn) 1i",Nttils So;id-36768 +115.7 +92.6 +66.1. rc-,.rcrvent36-io Vw ud-36770 -1153 22.6 .O137d (.hl,,,,ti,xmwY 17".'arxstrlco Salid-1671% i-1i5.7 +92.6 C mea Vrm-367b9 Vmtt A-36770 -177.0 '-4IX •IOI.I Details flW V Valb 11s table ve fbiald om Smei f of 2 17OlCN PRESS11It; a'' MTED IN TABLES ARE PASED ON CO)AI'ARATIV i> A.?"1I)1+,A1'IONAL ANALYSE°SDONE INhil'1tCt=Cf 19p9'M9AND ARE ih1CONPORM"CEw1'mTHE 2(r-0 FLf1i1173A5t)33.D1?dt# Wi7E.+u`��"17'E;yOi(1T'T,_f;itIf7.A.R1.silDEki'7'IA£. C*3F.11c. T1113 2020 PLORMA. MI)ILINNIS CODE IN SELTIC)N I Cv[ -: AND THE 2020 FLORIDA IZE$1I1MIAL CODE IN SL" MON R703.1 I)2WMY Sti 0MATB THAT THE DESIGN %VM 1' 2SKI IRSS O4 SOFFrFS ARE SAIM tS TILL' ADJOINING WALLS.. WfrAPF SHQK2 &AN A24D TONG BP.rtv. TAEI,JS OVEM-A1 TIM LAW91 VALUES GOVnN AND SHOULD W USEOrIN INSTALLATION DESIGNS. 'AHL%DESTGiN'WINDPRESSURES INPSF LONG SPAN TABLE VARiFORM _ EAYE 557DTi11 N AtV1 EIFS 11" 15" I8" 21" 24" SOF'I'1T TYPE Dou6k6((A!oWinuna) l2",NAN +788 +170.4 1.:7.5 -79 P +59.5 Solid-36780 Vmim--36781 -275.3 -161.9 -107.6 -76.3 •s6:9 1]au6feb((fiu/ninv�)E2'",SpePks +38$ +l'N7.4 +Ilt_5 +79.8 -1:995' Seed-56780 VQAZ-36781 -275.3 -16..9 -10716.,_ -76.3 -36.9 -YripiO4 CAluwlaun112",414WI5 Solid-3ti6]s *2.88 _ +170,4 +112.5 179.9 r59.5' Cellar Vd11-3d69S Full Vest.3"9b -275.3 -161.9 -107.6 -76.3 4&9 Tripicl i 4 (iu &zArt) Ir, Stap 1is S NI - _ t2. --+-OUT+1 U.5 -.. +79.8 4W.5 3eii5raCknrat 'sal-3b695 FullYent-36696 -275.3 =15z.9 -i07.6 -75.3 -5 .9 pQ (Mtmmom)W.ready h216.0 +127.9 +84.4 +59, *44-6 3ulid-3rr,97 V-scd-]G798 -2K.5 -12Z.2 -30.7 Quad 4 (Al,f t=..) IF, Sr"4rs - +2AO +127.8 +84.4 S4d•-36"97 vcwtd-36798 -206.5 -1222 -90.7 -57,2 42.7 dlaulklTQul+t-GiAluminwn)12". 1lntls -t•2'273 -a134.5 a-{{9.fi iii3.0 t =47.0 SaIM -36182 Vtsltx4-36783 -217.4 -128.6 -940 •60.2 44.9 3:mbdltIXa blt6(Alunaiuum)12",,Y,(aN:c? +U7.3 +131,5 +6818 1OR rAT.O Sand-36782 VCW-36783 -217A -128.6 -84.9 -60.2 44,9 �'Jurabuill Triple 4 (AYminvm)12", walls +2?7.3 +134.5 +88.5 +63 0 -147.0 mid-36683 cener'vem-36685 -2I7A -128.f. 94.9 -0-2 -44.4 Cull Vat - 365S9 t Dw a:in 74ipM •t (Ai.+-rs!n )12'. Stapler +227:3 +M's +S8.8 +fi3.fl -47A Stud-36687 -217A -128.6 -34.9 .60.2 44.9 cmVart 36629 F"11 Vo-9667so _0I3` 4-(Alantin;:n) 1r,Naas Solid-36XE 197.1 +116,6P-73,15 7,0 +61.6 +403 CmtaYe.sr-3Gt69 VrgSc3-3dT70 -18B.4 -!ll.i5.6 -52.2 -38.2 _013 T4 iA1ulnlawt) 12, S't�nita Solid-3676B +197.1 +116.67,0 +-54.6 740.7 CmtcrVens-36769 hatted-36770 -1$S.4 -1115 -52.2 -38,2 I7aflu16 U1at �wiilt rase tah?c arc folasl+sa 91e�i 1 spf 2 rh FA57Z..rVexS liv ti"-'fttr'i NR/s. 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