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HomeMy WebLinkAboutRevision9S-- OFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT #_ Z/©-C- — e-,6 , RECEIPT # PLANNING & DEVELOPMENT SERVICES F�kCENE® BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE OCT i 7 2021 FORT PIERCE, FL 34982.5652 (772) 462-1553 scLuda „v APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 33049 Da: le - DETAILED DESCRIPTION OF PROJECT REVISIONS: nFV/S/ni✓ ,C iZ So�.c=/T IL-E aY /2ENt E..J 'TS' .IJC ✓ D2A�+Ji.✓G-- ,JffOL✓S iUb 26LJ✓J.Z Ew.�.JT %Z+R- 7- N.0 i/_E2 Nd /fOvtE CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: d, e. ffo z t„v QUALIFIERS NAME: 11 it rn da vicisc ai ADDRESS: /y3v CITY: P,re.K f�yy STATE: ZIP: 325107 PHONE (DAYTIME): 32 / - 733 - 79�2 FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: _ STATE: ZIP: PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: q- .Q 4 CSI6-d 6' 2 oyl-' ADDRESS: Z/f,/ f/wY /1/A CITY: i vd"A, ' !'e yc� STATE: ALL ZIP: PHONE (DAYTIME): 22/ - - 3E2 C FAX: SLCCC:9/23/09 Revised 06130117 REVIsloqHe 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 # 95 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. 01, Sincerely, RECEIVED On 2 8 2021 °errnitting Department 5t, Wcia County Michael C. Anderson, Architect File Copy Florida Architect #AR173O5 A 2194 Hwy ALA • Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591 AA0003325 www.abdesigngroup.com Reviewed for Code hu Cw olanae Universal Engineering Sciences Xdoa aii3 gmioo aioni qg .7uaw?jeda0 6u1441wJad uut 8 ti 130 �® 02AGDJ N 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 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 FL153532 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 FL15349A 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 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 SlidingGlass Door Alt (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) S Aluminum SGD 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 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 1620 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. and 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) 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 3/4" min edge distance. (+29 ) / (-35) (+34.4) J (-38.3) -1, 187 180-18585 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 RI 12/31/2024 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 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 FL345461 R1 12/31/2024 Underlayment (Aft) Shield Granulated Owens Corning N/A Self adhesive Self adhesive FL27076.16 Rl 3/28/2023 Underlayment (Alt) Weather Armor SB-1 APOC N/A Install per manufacturers recommended requirements.3792.5 FL R14 8/16/2021 Off Ridge Vent 770D Lomanaco N/A N/A N/A Install per manufacturers recommended requirements. FL195672 R2 9J21/2026 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) J (-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 IRE E TS N NS AL 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 Rl 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) / 00) 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in FL16293A 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 W h a oul U +� 4 U p o c0 0 IX O z q Co 0 N F ti SVHDIV. ac LOT: CREEKSIDE PHASE 2 LOT # 95 PROJECT# 04321.200 095R1 B80DEL: EXPRESS SHINGLE GARAGE SWMG: PAGE: 60 MPH EXP. C ARCHITECT. STATE OF FLORIDA, r p-72i MICHAEL C. ANDERSON AR NO 17305 08/19/21 SCALE: 1/4"=1'-0" f4,� M W� 4 9p'33." � ',`A"� 4 91"32" WV KIM REV 0MCWTC•N CA-E APPR. VM L' I IZl_V iLLi R;71L S & G A:VL� ❑_I,al_ d: f8}q. '%2C11 'd,L. HE .. -.I SHOWN fEREIN IS ,'tND IURtO G €OV-LY W IH. LU*UIHEMLN Ia '_I- -I_ F 1 'LA HUILUN-_1 CJ: DE. N OD-FRAMINA .A`:`' +AASONPY '" 7_,NNJG -0 BE SJGNE^, ARD AN{;HOREr, TO FR"O'_PLY RA`. t4Ir- At I :JA:,S: €3 S 1,RW UW. fi .rAlFsl. AN' MASONRY OY I}NINI, IS IHF K[:SPIN'_' C LITY OF T _ A�:CI IIT_C- OR CNGNI7_R Or REOs".C. 3. A.LLO%ABLE. STPESS INCRE;.S= OF 1/3 WAS NCT _E=D IN -HE CESIGN OF THE PRODUCT SHC'ArN I-€:ZEJN. ''AIND _OA; DURATION FCC -OR Cd=t.B WA`:' USED =OP. 0*C0 ANC; -OR ::Al CUl AJ OAS. 4,. RAME it;a CRIAL: COL: POL-ED rDrA A__,iAWUV 3,10E 112E. 5i `=0P ANCHORIN INTO' SV;lCrO FP.ArAINC, OR 2X BUf.IR: USE 1 8/d" TRIM PAINTED >STA;IhJ SS 3T=EL NAILS WITH HEAD G AM7-R, 3;'�'X',�-" (,R„,%vN. OR 3/V `X3/t" 5TAPLE5. 4EF_R -0 DETA-S A. Es, AND E =0R MlNlvt,rA EM5EON7_NT AND q�.ACING, E. -OR' A.NCII`J' 1'NG INET 1AA'3ONF,'Y" ':JL C WIT C-T :;TL :i ':ISC .0»?";:5,<L#" T OR STJ- .,'kIIS-t7's+. AM,'.Hi; tIV IFJI;� +,IAiSF3'!�•'7 ^..i''. R-II KII-4 OR.. 'Ti!F `,All F R F=R 7) )FTAI C =OR MININUM F`ARF'w—'vT :4A1J1 .-ACINC. ALL rA;,TC'+C""U"., 0 DE RC51=5TANT A. I• TAL nT' W ANCHORS zz-VLL 91 INS7 ,tLED IN A'�t�OPraA^J:'.=. %AoIT ANCHOR ^A4NU a'I 1P'S IN5 AJ I " KkPJ INS P#R' •' ,'.": 4N^HUR5' " JRS:TRATF- W TH FTRFNI-T-S- 1 =Sc THA i T-F M't PAlltt S RFNr.TH 5 - s; F = T RF OW,- 160ALUA4INU,�€SOFFIT S000ANDVENTED A - r, r'GRLT tmla rula sPE 'IG GR ti'I r c- a. m ANIMUM :,U""'4iPRG..Ss'v STRL N;,T CF 'J lei i'$I .3+`=" %? S3tNvi-t88ALL14tY,N1(A1,C72`JH)(.'K aS-N rr-`v' ':. - =_ 25NJ"* rNEAR FOOT ,. M1A J`JiY REPGTII CC'tdF:.ihYRP9CC TO C-RACK i i;;R GI�CATCP.).. VEhl7EG YePfi.:"T.N VeNTeD .REA.20. ^F3K`^NRRFSSUArR+1TiNG tifiPAcrRA.'RtVt: l7FSrC.n'FRr"S'SirAfR`n'1'.y'JC+ JIMPACTRAT960 r:JESkGNPRF,.St1RFRri'i 1114f1ACrRATIAM +54. PSFI w-we i38:4PSfi nclN *31, 1PSF NGWc: WY,r+Ih,V%AiAE19 �`I �?'"a6HiilANa 'K719M 174TAL 50 IN 10`7Y:AP44NSi. r,NFN: H9TAL,.EJR.'2�•CWEAhA+'Vfd' I J�tx' .i {€ } F CHANNEL FrC544 8ALLWFINUM.Di2"T37CK L1 i` i td) J CHAAMEL 3105 H28ALUMIAILIM.C12" TH)?vX -Az--E OF CCaNTEN'IS SHEa Nt; PROFlLEE AND NOTES 2 INS-ALLATI+3V DE -A LS AND CGLIPONE,i S k'AMF Rill CiN ' Y OTHER- 7111S 5 ^ •3T A DRACC THIS e -ART OF ROOF TRJ!FF SY-:T=Y 11^ SEE , twli --E-; JLS A, - ANII Cr �SH_E I 4 - 12' Otv RHA9.0 12"OVERir-i-(ANG INSTALLATM DETAIL T-imlF 1911JI1 D1N ,, W CT-ERS 'Ills IS NO' A. 3RACE `HIS IS PART OF �I SEE I i SE- DETA G I DETNL`: 'F I,VIFr' - SHEEI I k-.— & B '_`ram IS" C•v .%G 16" OVERHANG INSTALLATION DETAIL Al PHA Al UM NUM IV( . 1710 PREMIER ROW ORl ANDO, r I iYHOS iti" AI .: ASINLI..M SA4rll 'RCrLES AND NO---S EdLlk'h CYr� tdC. V.L. 08-02198 ' NITS I�dz 08/05%13 - "'1 DF 4 L r'gEPT7 LOk,'ASF:E. *43L+614.WF•_'RL' RE; LEWSYXLE. A'C 27kaa 434-66F-'A'09 .rtfrrraw'LAhh"asr+P ^rm C SIGNED Os3, &Vo'21 ♦�\N, Sal ..I. , 4f ;;, w •�tiCENS��c��':� _fir raT nr 'rtii 11i 1,'i" Was P. Lsrncs P.E. rL No.: 52514 r, ver.rc. R_Y om:RIPnokl CATE "'Paww 1-_VULS `IU]LS. b & $ ANU ]LIAL C x/1.. 2U ' l-L PAME '3U .DING =Y O-HERS -Hla iS NUT r, JIV,1 _ -1115 I i FI+F'.- OF ,'CC- T1i1155 5.-T--TLIi EX*ERM7R `t t \ SFF A d ;%'qlj'' C t SHEET 4 SHEET 4 SE pETAI_ C SHEET G 1 " ?' •` OVCt'1 l4FJEi - 24' OVERHANG INSTALLATION DETAIL A -PHA ALLIIJINJM INC. 1110 NREVIIER. POW OR-ANDO. =L 328.99 16- ALUMINU4 SOFFI- INS-ALLATION DE -A LS nvlRly "{TYn RO V.I . OB-na 19F3 +.a., NTS iuo- Dfi/O5/'3 •a-FIz 6r A. L. W15ERTO L OAMS P E 1412.K1175DFOR0 RD _- EW SWLLE, NC 2FQp7 424-559-15Je ra"es& amasas.con SGGNEV: 0912312021 Luis R. Lomas P.C. FL No,! 62514 3 t BILL OF MATERIALS RIP710111 MANUFACTURER T Al. PHA At IINI N1JM INC N*tEL ALPHA ALUMINUM 94C NNEL ALPHA A.LURitNUM INC F,�A`AF al}II DIN(= 8- OTHERS THIS IS • CT A -PRACE IHIS IS �AP.l OF M MATERIAL 3105 HA FHAVF HLIII :IN :'Y ti HLR.: r T115 IS NOT A. DRAt; THIS IS F.AP.T OF 4rPe51^NS Fry rf^,(:Pl7nnl; pan- ApPwwn r I RF FI Fn N'TFS F Al 5 ?JF FFTAI i]JI,i'7,/?ri74 R.I FRASAE 3' IILCINO R`" L3-HFPS THIS IS "'r H DIiAC THIS IS AFT OF I ?9;}= TPII". g [)"STFAF ti t ` 1 t EX7ER10R x r c INc t - - ,- \ �_ / - 1 1 P,Ih SF 1 . � F -F' SF 1 . FF r F -,--d DETAILS L'_T,FJL E J` _,JLS tsET,yIL - DETn �_iJL E A. D AND G S ICE 4 A G AND C 511C1 = A. S Av C :IT 4 S1 C-T = S1 4 al ICCT r t !:E--DETA L D 1?" OV=P.HA\- 1F' fY.J RHAN SI-E= A 12"OVERHANG INSTALLATION DETAIL 16" OVERHANG INSTALLATION DETAIL - z" MAX o. 24" Ov_RHANC P4" OVERHANG INSTALLATION DETAIL 1 4" `AIN Ltiiii_DNENI �.- , 1/4" TRIM PAINTED S£ k4l. ud.'S;1lG` -EAU 'IkA"SEE v/t" MIN Ei;:_ DIS Af:C_ -_ �- -N DETAIL A WOOD FRAM F3INSTALLAIRON ;WFCNANN,e-t AVD NAk8 ,3/4NI/4" GROYIN.. S-AFLES ilsc41-1) 74" ML4'! r-_r- iN 3hM0ND PATTERS EBReviewed for Cade Compliance Universal Engineering Sciences FURRAV STRIP 1N6TA! s Ar_(w 24'' 17YElitlAlrG' =ascL; ALPHA ALUM NUM INC. 110 '�IEMILH HDW O:Z_ANOO, FL 32809 15" ALUMINUM SCFFIT tiS-ALLATION DETAILS ()RhNNI JWG tiC. V.L. OS 02198 scr,LE NTS aiie 08/05/13 ET2 ZF 4 i .Xi.4FPT: [fJMM1S F.F 14,V wan ?1r[7Tn .Tr i rl{^3W 7 rr:> & r 42S t'pH �Lr..4 �'YYdAv! ryyN _�/4' I i M HAINt uU S' NAIL , SITE' 1-A: 1156tir F< PC< PANC_ ) PF+ VANF MIN EMBECi1AENT 1,X 4,R %X LICK 3/4-X1/4 CROWN STAPLE ' - H /8"Jt W. S i"H i- .%,r _OCAT= (1; .AT EACH CROWS i 14" FASOIA. JP --"` = 1 '•; 4" TAM FA1tA=6 5i NTdL 3/6, NIN 1V;'S,•'l F^..i-=A-) nwmFTFG FIxF OISIA4C:F _OCAT_D 24' MAX O.C. 5/3- t"#uJ C*ABCDI+='DEIA!L E :T W81G1UFf{lutlaSif t47.CT,it.'.ri7M Fc ,F DlsrrrJe- ,< T 4d tV t. MINIMUM .x'' ,x kJCGU Fir; ai . ,. ! / \, ' f 3Y 0`11105 IAA:iD`J Yf^ISd+dCP:ET= QETAJL C 3T 4'THER5, MAST'7A RY'CS7NGPETE tRi&£ALLATTON c'LE NTS W,r r 0IA1VN&. AND NA!L5 REFER TO NOTES FOR EMSM11' LT IVOW FRAW A'3 W'STALU TJCW VW F. is 4ANN1`L AND STAPLES SIGNED: JT9 23f2021 RTa 4F "r 4.T _Lis R. Lamas P.E. rL No.: 625'1 RU CAS RI rrr.CRpTww rAT- A`PP.10 " C , RFY +FP N JI'S F k i+ R,AI C= f.N DETAiL 0 YAM FrWAAG .NS7AUATVffl VA' HJ-CHANI 3 ^g' 8kAwti-`J _TA PL_S 3TAP_ES DETAIL F STAPLE 91A44F W PATTEfiN ALPI IA !1UM NUM INC, 1710 PREMIER ROW ORLANDO, FL 32809 19" ALUYINLN SOFFIT INSTALLATION DETAILS bMr, NC. 08 02198 '4= 08/05/13 131CT4 7F 4 '43F ovarl.". h'ir] Rr; 7 F.W+lw.1 F. M11'. ?74%+3 L« FPC F IIHFR=. Ir4" cPou s r >,Iih'X.5/:3 alA lF -, IIANNE TO OE L_. SH WITH FnSCI,t F,ASCIA. BY CTIICiS S1GNEL7: 0912912W1 titigl i sI! R t rIi>I R. � �` `:` +.rtii IB 146'�" Las R. LarrLS V.E. rL No.: 6251 1 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 F W tz IU Q JU Q O � I 0 PA CY 0 z q iQ U � n � q � m 61 2 SL783DIV di: LOT: CREEKSIDE PHASE 2 LOT # 95 PROJECTyJi 04321.200 095R1 MODEL: EXPRESS SHINGLE C;ARAG1E SWING: PAO'E: 60 MPH EXP. C ARCHITECT, STATE OF FLORIDA 01� MICHAEL C. ANDERSON AR NO 17305 DATE. 08/19/21 SCALE: 1/4"=1'-0" rn SHEET 6i,Lt}W.k$1,F.°1kF.•iE�C+tQ1Yi[+t]l.PF3$LRFSiNPSp' - 3BnRT SPAN 7rARRLr VARIFORA'I gj4Ye'N1oTH IN n+rtmm 1°" 12* te" +96,6 , Sorm TYPE Dou6b 6 (A3 m ind n7 l2 %waft +15.1 +135.3 Sa16i-34;80 V=W-36781 _ 469,1 -135.3 .96,6 +90 aoubkJ5(Alumirum)12"-5mplcs +1tN.1 ;,35.3 9etiil-3030 VaKtd-367$: -177.0 -141,6 .101.E 7'ppic 4 (Al=tmt n) l2", Nai1S 5*0d- 35694 +169.1 +33 . +96.6 CW'vad-%i%3 F49vmt-MA96. -10-1 1 +103 -115.3 'mi7C 4 (hmita Sa1i16-3w " +135.3 +96.6 61s ryas -141G 103a �p�-177) 1}uad 4 i M1G+ar xaaA} 16' Nails +I'ad.8 - +101.5 +72.i Soi'td-36797 Vcated 36798 -U6.8 +176.8 -101-5 -72.5 9 quad i (Atam3nexi)16: Si+splei +161.5 +723 Send-36747 Vomd-36798 t -137-9 -106.2 DtaahuillDou'bJ¢6(Riumiuvmjl2:NaUa t133.5 +1OG.S +76.3 Solid-36782 Veined--36783 -133.5 -10618 76 + DembiaDaume6.(A:uminum)12'-Stspks +133.5 2atfd-36782 Vematl-36783 -177.6 -141.6 .101.1 Dumk+3tTdpk4 (A1imilaum)12-.:4td1S +133.5 -kt06.6 +7b.3 SLW-VAR? 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ArtCSaAdb Ir';'AAllt rrwo '04."m lmol'u 'dCAVEWIDTH !t/,4XL,S a o97t` X �XaNGI ZAVE 1-Jaorlt A i'.T.t?'L'StA$L& pLSIrN WI1V� FRESSI1itEfi I1Y FSF LONG SPAN TABLE � VARIFORM EALVE BAIT 0IN IN SOi•'IiIiT TYPE 120 16" 3.8" 21" 24" D0tt6k6(AlaminPm)tX',Nabs +288 +170,4 +112.5 +W.0 +S9S Solid-36780 Vented-36781 -275.3 .162E -107k -76.3 -56.9 17ad k 6 (Atvw;ir m) l2", 31alldees +" H +1 0-4 +1129 S-79's +595 . 3ord-36"80 VWAII-3678t -275.3 -16L9 -10716 -76,3 -3619 '1r(Ae4 (AltaainuzQ IT -,MIS 5oi7d-35G9s *we +170A +112.5 1. 99.9 t59S Ceslervent 3669E fultvsat-36696 -215.3 1625 -107.6 -76.3 •56.9 Triple (A3um8itmr)12,Siaplx Sa - 36u24itmatVem-36693 PaILVeat-36696 + -275.1 +170.44 .162.9 +112.5 -107.6 9.1.1 -75,3 -+59.5 -56. Q ¢ (Atammum) i6e,Na1Lt +216 0 i 127.8 +89 4 +59.8 +54-6 30lid-30797 vmtad-XG796 -2aG.S -JU2 -50.7 -S7.2 42.7 i)uad4(Almsin=)tb".staples +2160 7127.8 +8A.A +59.8 +44.6 Solid- 16"91 Vcrd:d-36798 -206.5 -122-2 •807 -57.7 - 23 Dutubsilt 6ouL7a 6U1 �owwn} f 2*.6tntis +227.3 4-134.5 a 88.8 4-63.4 +47A SVIU-3092 veiwxl-36763 -217.4 -128.6 -84.9 .60.7 �•y Lu abutl; Mulik 4 (A1aes&ium)1S", $takha �+227,3 +134.3 +Be.$ 163.4 r47A Sand-36462 Vaud-36783 -217.+4 -128A •84.9 642 d4.9 DaWmilt Triple 4 (Ah1mi km%)12 ,Nds +227.3 +134.5 +885. +63.0 +47A $did-36687 CeaterVeml-a6618 .217A -12C6' -"R AM-44.9 vale vcrd- 355&9 a r t Tiiplt •t (A),=4luau)12». sty +274U + Lss 4esis 3 a �47n Solid-3668i -217A -i= 443 -50 -44.9 CkrrRrVWA-S6d99 put Yeam.36" Ai3 T4 (Akmiuusn)1T', Maas SOW-367E8 +19T.1 +11Y5 4 }77,0 rSA S -40.7 Cnstw ad-36769 Vemtod-V 0 -18B.4 -IlI.3 1+3.5 -52,2 382 013T4m -3676 Se - , , iO7B(o Center'3ent-i6769 Vt"W-36770 -1$$.4- 1i15 735 S22 38.2 d)eSslts Ikat8,a wild ttts mhlea� famed oa 5kcct 1 of Z X44 rA4+.Es .St'ACXNS sCE 7',sAft.E.: Is19.O'E'q 7.�, 44weG 'fe FXNG �) - ANv 4 "O 'NE,f II.t, CrAPLEI Ivir,9 -J tmlu'ra)0,t FR 4 ^7 fins SL3 1"44fAr5 L j re ev Sj So �C XT SE,E T.s6ZCS ...nr nr,,-1 "Z)r" CNA,~.tL .16i A' Fa:Yt".rv[At I SfR4tM SAMS AS Al AWIJt S n bwr-w WOOD. FXiA�a ti TALI . v7 T6F TCNLi TAX'e4tfs .t#tae� !i 9iw�N I� J WA 4L -�4F•FIT�'yi.' �.j� -,i+"A.rTE!✓Ew's #SXhee+�rG SArrf Ax -4r FucjA 447 "-R xATE JVA" D aAL NOT 7-0 XCAJ e 0900A.wc A,4 GS 1+X/TV � eF Qt44A-r A�✓I% sfttt�'di°SAbS� 44.crG 1.99,S {1r sac 7 444- ES FRSGlR �4a1AY+a „ J.3C�7' S T-Arim SEE Bak #AzL St9F-x)`r IAOTV Roar x,}*AArdlhr� " NOY- TD s4C446 ✓!. +7i t X r' 7 Ft`-4- LEO= DDubk 6 bm N' grams every 6" =wwk and 0ACIA plml is " mde. Triple 4 as T4 has "W Wums every 4" wxm wi", and as h panel is 12" •,vide. QWd'l has "V" grooves may 4" ACMU VIM, Rev �or C� nce Wd uq1 Paaad is 16- Univerw l nge Scietr� nnS $?nded711Im 3"_poovesrvtay71tam$$vid,h r aui vast gaud 137" w480. Doubles hiu IV veovex every 5" a=savalb, and Oat* pawl is tir villa Trplc'- [abasnvwDovesavrryIW- amom width aade:0h, pared 3a i6" vmdw T1M�CR iRAN1% 11 T CR'7EN5 0 VLa" Est;XtnB,.t CA 4.# ' &j TO � St ardAra � �ALIp ffXXNXe6 rS>s Z+ WOOD � /�'� 1 9XG ABOAVOC cf 6.m.4 W"v NAt c.t, aX zrow f.r wir4 1" LvNC I.6 C.f-Arm Ad r,4 SCI A ilk BOIS Ae WAI! �asCXA 1p Y>sl�.7 ya,tlFortN1 � . SafFr7 .dLc' 1r 6NAMNR°Z nlvt+asflN TA6LL I2,' A FArst:kEt1S /SAME At eAVf , Wf47N UNLtA?XT�D AT 4rA7-revs SOF'rr-'17 Fdffl WIDE _EA VES 9JV0 CM-9MR t=EX FFi rrngiineering, I+ old uA10 t f FCa. toad ST-J=t RF '�IJ !Zap za1 OXt�+A I 2194 HWY AJ A, SURE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA $: 0003325 d I d Mq Q U_ Q a � J ti LH z q � ti ti MLLM SVHDI�Vr. de IAT: CREEKSIEE PHASE 2 LOT # 95 PI%OJEc" 04321.200 t fi MODE3tee. EXPRESS SHINGIE GARAGE 9 PAGE; 60 MPII EXP. C ARCHTECT STATE OF FLOR[3A MEL C. ANDE19SON _ - 08/19/21 8CAZM 1%4"=1'-0" >s123mT