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HomeMy WebLinkAboutMultiPDF0781-01.pdfOFFICE USE ONLY: DATE FILED: _ REVISION FEE: RECFiVED OCT 2 7 2021 St Lucie Canty Pwmlt0ng PERMIT # Z /O 5-- e 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 LOCATION/SITE File Copy ADDRESS: 3_YS r{nlr6f7�,F4 .Cl'v_1a6— DETAILED DESCRIPTION OF PROJECT REVISIONS: F✓/S/PN 4C 2 5a7- /1-&cr�iic-E-� �.J TS .dC ..� ,�'.Vot✓S N6 R-G G>v/.26w.f.✓T Fa Zx .VA E/t CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: d_ 2. yr �•�,� QUALIFIERS NAME: 9,zc vy �,J r,/ysc nl ADDRESS: _/Y�o Gvcy ea 42,vr- CITY: P,rcaN y3ny STATE.6 ZIP: 3Z907 PHONE (DAYTIME): 77-/- 73 y•72_ FAX: OWNER/BUILDER INFORMATION: NAME: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: FAX: ZIP: NAME: _A_ ,�g D CsiG ✓ 6r_e o cl7F' ADDRESS: 215" f ffwy 11/!! CITY: 1.v,.J,H,v 9 9�ayc c-.try STATE: �L ZIP: 3Zy37 PHONE (DAYTIME): �Z/ - ,�go� _ 359� FAX: SLCCC: 9123109 Revised 06130117 REVISI A R C H I T E C T S Design Group«= October 12th, 2021 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave. Fort Pierce, FI. 34982 (772) 462-2172 Express Homes Creekside Lot # 4 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, Michael C. Anderson, Architect Florida Architect #AR17305 File Copy 2194 Hwy, AIA, Suite 301 Indian Harbour Beach, FL 32937 • Phone: (321) 502-3591 www.abdesigngroup.com itev+ewad for code Compliance Univers, ne011gbliom File Copy Product Approval Submittal Affidavit FL # or Miami- FLORIDA PRODUCT REVISION Glass Building Design Product Design APPROVAL Product Model # Manufacturer Method of Attachment Dade REVISION EXPIRATION DATE Description Pressure Pressure 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 Mt Window and Doors Non Impact into masonry/concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" (+38)/ (-48) (+50) / 00) 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 J 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 woad 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 Sliding Glass Door (Alt) Series 420 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) / (-48.2) minimum embed. Into substrate wJ m in 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 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) / (-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 g- (Alt) Series 5, 177, Overhead N/A / jamb and bracket location. 2 3/4" min edge distance. g (+29) / (-35) (+34.4) / (-38.3) 180-185, 187 -185, 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 IKOSHINGLES 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 I'RXE 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 (Aft) Shield Granulated Owens Coming N/A Self adhesive Self adhesive FL27076.16 R1 3/28/2023 Underlayment (Alt) Weather Armor 5B-1 APOC N/A Install per manufacturers recommended requirements. FL3742.5 R14 8/16/2021 Off Ridge Vent 770t7 Lornanaco N/A N/A N/A Install per manufacturers recommended requirements. FL14567.2 R2 9/21/2026 Off Ridge Vent (Alt) MMI MILLINUM METALS N/A N/A N/A FL15272.1 R5 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 1R E TS NINs : L TI N (+31.6) / (-38.8) (+157) / (-46.1) Install per manufacturers recommended requirements. FL16544.1 R6 7J30/2023 Soffit (Alt) Aluminum Soffit Alpha AlumN/A (+31.6)/ (-38,8) (+54.2)/(-54.2) FL37824.1 R1 12/31/2023 Soffit (Aft) Aluminum Soffit Variform N/A (+31.6)J (-38.8) (+106.8)/(-141.6) Install per manufacturers recommended requirements. FL12194.2 R11 6/19J2025 Soffit (Alt) T4 Soffit Aluminum Coils N/A (+31.6)/ (-38.8) (+80) / (-90) Hurricane Panels Less than 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 6' 24 GAGE N/A concrete / masonry, 2 1/2" min, edge distance, 12" o/c max. spacing. Can be N/A (+47) / (-53) s an P 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 @ 13/4" 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 CONTROL DATE 08.152021 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 F W o � 4JU U 0 o � 4 Cl Z q�s q r 9 ti BXMDiv. LOT: CREEKSIDE PHASE 2 LOT # 4 PROJMCT# 04321, 200 ao4Ri U0DEir EXPRESS SHINGLE GARAtGIR 8WnSIO: PAGM 60 MPH EXP. ARCHITECT STATE OF FLORIDA OCT 14 2021- MIChI6EL C. A R30N AR NO 17305 8CA M: 1/4"=1'-0" a C/Ill RE•.r QESCSFrON CA-E APPP5-3 NO -ES: 1 HL t•`Rr•;L;:I SHOWN FIERk1N IS G=SIC:idkC• ,'WD MA:\.. -P,. 11JRkDC COV=L'r W IH -tLOUIKWEN 13 ;iF -I- F_UI? L:A HUILUI^d:i UOUL, 1NOJ D FRAI INt: ANC• v1ASONP. i'?71 li; '-0 RE -;_SIGNET AND ANC.,HOREC TO FR'J'zA,LY AI I DADS' 0 S FiU(; URF. F�,AMIPIt, A., NASONNY IS IHF C _Iw= E LIT; Or T L A=1ClllT_G7 OR EI Or RECOFE_ -L ;+:+:ELE STRESS INC.RciSc OF 1/3 WAS I'CT _S-D IN -HE CESICPI OF THE '",?^^DLL^T I-E=EIhl. 'WIND _OA', DURATION FAC-OP. Cd=1.6 WAZ USED -OR WO(' _-..= 4. -t?aNE 'a C I-L _L ROL_LD I A-JMINuV 31G5 me. 5. 70R A "i H.• ';,+C'Ci6 FP.AhAIIdG OR 2X BUCIS` USE 1 314' TRIV FAINTED STAJN_ESS T=EL NAIL$ WITH HE:=D r' c.'T=R, 3/4'X' !=" CROWN OR Z/0)Q/C STAPLE:., REF=E' -r; .';ETA AND E -'I^: MlNlvt IM EMBE:VENT AND S=ACING. 6. -Or. Ir 1T_ A!30NRY,'_ -C tvrr C:_T ::TLC 0 USE .097'R5/6T OR --T..- All H :I -I, INI.) +Ar,� %YII-F SIJCtN, IJSI- 097'XI-1; 1 :. :;iiNiNUDA F'd¢iFas=VT AND FzACiNC. 7. ALL 174+ 1`1.E L F.1515TANT. 8. NST.nLsT"'' HORS-I+•.LL =: '._LED IN 0411 f,Nf:HOR I •AAhJII Ai^.I.. I%S AI I A ION II', :: UiN-, A\ . .AHC:HORF i-AI I .I = I)SII 1 `' T`-TF` TH-T---F,- T 1= THA'd T F M .FAI161 R-PRXTH Tj41: 1 164 ALUMINUM SOFFIT- SOLID AND VENTED ! - I rF r= G � 42 n+ i-LT +IU. "`-C STRr3,1 psi. !`� •s'- (1 i 51Db Hf8 ALL'.LnMLIM.C12'JtirrL'K : CN.3T C82 VENT6^. VERShDN VENTED ARE4.2#25 AWIFI EARFOOT .-:� - .`� RCPL CiI LC:C TO A:rt. W C; GRADE N.�`_= 1 w+ CRCATLR). ::".•FSii;1dPREStIR€A'ATBJC; lilRACTR.A?SL'G lDESlC,hI)pFEsSJRERAT±NC MdFACTiL1T7NQ AES1GNjfi4ESStlRPA+iTfAKd 7rWAC7F-t;;rdi9 +51.2PSF rduwt t36.4PSF w-A& i ±V.1PSF NCWY WYhEN A'BTALF.ED Nd rQVERWtA i W`LEM e'AYTALL�LNag'O'ISdrwNSd MWEN.Jd9TAL4E7/M1'E4.OVERh'A,v@ 1 a xt., it F CHANNEL StC3•M2E ALUA"'N'Uh1 •DI2°T}i1C1C Y If,''?• J CHANNEL 9I75H28ALL1MWLIF,A.G12` THC".H -PANT RIn r.-INH " OTHER3 OF CONTENTS aft= NU. DESIIaq - PROFILE'- F.I,'D N:7TE5 2 IN;-ALLLTIl\I CE-ALS AND COMPONEN-S TINS S \•nT A. I[II THIS S ''ART OF PO€IF TFUC" SY-T-N 1 S� a ("I) C �H-LI 4 12.0VERHANG MSTALLAMY DETAIL SEE DETA _ C SHELI 1 Fa:�,dr awl DINT; 6Y CT-__RS -Ills Is NJ' A 3RACC -HIS IS rART OF RO. -R(ISE �'TvTI S _ �.. I ET D 1 ET.NLS SF' - �, P., If AND C +I:dl SHE_1 4 SHF-t 16' OVERHA,%G jell OVERHANG INSTALLATION DETAIL AI PHA AI UMf NUM 11C. 1710 PREMIER ROW ORI ANDO, 1.1 S2809 16" AIUMINUM SDPhII �RCrLES AND NO'=5 cRsw'k �•� nx_ V.L. Did•- C2 t98 =� NTS 'T UtiIUS/13 etEr1 OF 4 L.:,3T LarvrAs P.E. rd;t� 69Y7717F'JRC RC LEW$VLLLE. W 217Lc3 SIGNED' p9rr3 GF?9 5+1LII1�, 4fff'/r "'•4NCE4111 $F�: Yaai� • 0 fi 9r�zy,-^ OR Lis I Larres RL rL No.: 62514 e •:E+irC. R_v [ZS:RIPnOrA C TE' r.-p4Nal .. 1?_VUL-) NGILLi S & G AND JLJAL C 35/i I; LDS ' I;.L, 3-" uvC+=11ANG - 24" OIIERHANG jNSTALLATION DETAIL. A_PH.A ALUMINUM INC. 1?10 FRkVII. II C2_ANDO. =L 32509 16ll ALUMINUW SOFFF INS"AILaTION DC -A LS 'AN'4 -friNF. ilfi i. OeT U?fah a t NTS tssn 08/05/-�'t :^ 3 C F c L .ROGERTOLJ8dA3RE. r4:32WYx*3FCflO RD>'.R'Y7S;^ilE, NC 27623 434.599-05,L1 ,60mas�:'r�'wnespe.ea^r 8I01Vl V: 09123 021 1R..+tf �7jfffi 1 • � p * - • TAT OF gw= Luis R. Lomas P.C. FL No,! 62514 BILL OF MATERIALS I NO.: PART NUMBER DESCR1PTIr?PI RdANUFACTURER M.'s.TERIFL ROFF:T JAI PHA AI IIM-NI IAA NG I At IIMAI IV 31i1A- 12R 2 F CLEAN\EL ALPHA ALUMINUM NC ALAIiNJM 3105-H28 3 J i:HA.NNLL ALPHA ALUMINUM N4: A.LUM`:NUM 3111a H28 s F.^L0.MF iUUI)ENG 5 " OTHERS r THIS IS ':CT A BRACE [HIS IS SARI OF SF- {JET.4ILS :..© AND G III"`�il CZ 17" 0)=13HA\? 12"OVERHANG INSTALLATION DETAIL t KT.Vh RUII ;INS, mY C•I HkKS p THIS IS NOT A $RAC -- THIS" IS FART OF _ f S-F `� =-F 1SF- - L'ETAIL IT . NLS. DETAIL S 1= 4 A C ,AND -III--T =Cf 4 16' 0.71?HAN 16" 0VERHANG INSTALLATION DETAIL Reviewed for Code Compliance Universal Engineering - ---- SGences 1/4' MIN LEAN DMLNI 3,'4" Tz,11.1 PAII.TE 1 rhlL yj W,'Sf l EAD .14t ER. I (Df:Alh . MAX t. v/C' N41N DETAIL A 'a} WOOD F".fhNJG NSTALL4TDJN VW,F CNANMr-L AND NAILS �11'4")(I/4" CROYV N 5-:FLE5 EStiCA'l-ri 94 1' IN DAMOND PATTErN WOW PF:AJVWO 1NS7A,.LAT)0N W r 04AN'NtCL AW STAPLES FURRIA0 STRJF'!%IrTA,.; ar(W 244OVERWNC �PJF 1 � MIN EMSED VE J Ix (;R ;IX c;CK f 3/4 X11 4" CROWN STAPLE S 1.H F OCAT_ (1 4T EACH GPOOVr- ,.� r` 1/4" FASCIA JP - 1 3/4' TRM F:AIIJT=D SS NAIL -a @r' $AIN W/51t F" F-A) NANIFTFR FDGF DISIANCII CAT=D 24 N•Af O.C. $/a- MIN DETAIL E EN6CD1✓=^tT W XV FRAM 1Z IN9Ti41LATKDN fr' r' .1/1, ;MIN I DIS7ANG= fASCJA SIOF ``\ r H a US %A. L � • r` s FITI IF; 1 X f{ 1 1 DEW.0 +. V._. 3f CTMERa FUASMAY'COlJ PFTF r4'STALLA.TI Mj Wb' F 0 fA MIVEL AND NA IL NTS LTEFER TO NOTE B FOR EM5EDA4E?IfT REVIS1'..NS Rru CSSrRIPnnh DAM AF9r,{rirl f. I RF'.7a.Fn W:TFS 5 ,4 P. AVr r.FTAI C i3'1,f'7'2r,21 R.I FRAME IILCIIJ R'•' (rHFRzz THIS IS '-7 .A DRAGS ! THIS IS A;:T OF .�` ?.1')IO TI S*'STFd.I S PIP c,-F VETA ,'JL E h. D A\_.' C+ti C. =CT 4 SHECT - SE_ C-ITedL D 'FE_ 4 24' OVERHANG 24" OVERHANG INSTALLATION DETAIL SIGNED; 09123,12021 ALPHA ALUM NUM INC- \.,,Les+uarj,fl 1110 3PEMILk KDW ,�'S' \$ F'L. LOW/? OR_ANDO, FL 32809 �w��r�.4NGENSc1'� dt• p 1 S" ALUMINUM SOFFIT ItiS_ALLATION DETAILS TA�` bF • it f'fr1cS'��4RC0 owe Nc. 08 02198 C NQe~~ rirNAN �4 1V\ - -Lis R. mas F.L. p,aE 08/OS/13 1 s EET2 GF 4 ! .+�l4FAM1UNA5 P.F rs.My rrc'i :,rn-gm^ -rr, t rrtc.,t•N t � fx: aYpvt' s^d +•pe •�.S;C.€L na,mM;�,nara�.r�R . i rL Na.: 625" 4 Rry rrrrwTlr.R rnr A"MV-. C: RFYSFG h::TFS ,;i A .SVr, CZ91 G " 17,/7t ?.I. DETAIL G NA70D FRAIdddG INS.TAL[.A7;'.?.N WIT1-1 i-CHAAWR HI 3Ig" \ CT.APLS �y L i�1 + 3/8• 3_-'m_CN STAPLE DETAIL F STAPLE D!AYUND FATTERN ,ALPI IA. ALUM NUM INC. 1710 PREMIER POW ORLANDO, FL 32809 16" ALUMINUM SOFFIT INSTALLATION DETAILS DYA'i Nc. HID 08 02198 O ' OS/05/1.3 4 OF 4 L, ROOSPn LOA•tAS P.F. 'i3A iT �4713.�A�.tN71 f W1n'tA r F. A'C.i6i3 L,;4.,ilA•(.f{L4 ,ik•+Aa�M1Hn,�t»(�+ FD{:F DIHFR4 3! 'XI/4" i:POV- 5_A-_C 1-:CATCD,i4" MAX. O.C. I-C IPNNE_ TO BE L_SH 'NITH 1 FASCIA. 0't CTHERS ,SIGNED: 091Z3,2021 o • ET> 4�F w1 Q IO` NALt��'�w L�"s R. Larrmts P.E. rL No.: 52514 2194 HWY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 212937 PH: 321-80: 3591 www.a bd es igngrou p.com AA #: 0003325 J F W W V � Z Ill U � � 2 � J O Q � z M q q � W 0 t: SVBDIV. de EAT: CREEKSIDE PHASE 2 LOT # 4 PROJECT¢ 04321.200 004R1 MODEL: EXPRESS SHINGLE GARAGE ST#MG: PAGE: 60 MPH EXP, C ARCHITECT- STATE OF FLORIDA ICT 1 4.2021 MICHAEL C. ANDERSON AR NO 17305 INT DATIM 08/19/21 SCALE: 1/4"=1'-0" ALLO WA9IEDFS1GNWINDPRFSSURFSTr+PSF _ S8f7kT VAN TArii,.F VA£oRM R1 sorim TYPE I- EAS'EWIDTi L^i11YCidES 16 " Nubia 6(Atimtindal)12",ISaiSs +1(.9.t +135.3 146.6 , "_tu �rnen N {»i_ 367E1 .i6n 1 _tTS 1 •96 E +9Cr.6 �W50nbh6(mum uw)12"..Swplcs +LE9.! -ri35.3 Reid-36?80 �'��-3675' -177.0 -141.6 401.1 Tdpxc 4 (Alsm,in�n)12-. 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Sitspka +133.5 +76.3 901id-367132 Vemed-36783 .117.0 -14LA -it015-c-{ •101.1 DumamittTcipk4l (A tminut)12",Nails +133.5 +76.3 3,14-34Ga% t;ootcrvmt -366la -133.5 -1D6.S 1 -7&3 Fnl ym-366ti9 i +76.1 U':rAtuiit Trtptc a (Ah mL=u) 12", Stwpics 4112.5 r t06.8 Solid-366EI -117.0 -141.6 •101.1 Ccntays^.--36635 Puy Ywu-:4t558Y .073 T4 i•'Uu>Saum7 t2', Vaila Solid-'6769 +It5.7 +92.6 Os.,staVrCt.36769 Mato!"-36770 -115.7 -92.6 -tili.l .D13 T4 (Al..,niaran) !2", Stapes S Dd -3670t +1. i 5..7 4W.6 (am:cvVertt•36769 Vatad-36770 -117.0 "-':41,6 I -101.1 Delails thnt 4o wiN this SaU}a aro fowl oa Stmi ! of 2 ramlim Reviewed for Code ComPliance universal Engineering Sciences ))ESIG I 1 SSU1t7S LISPED IN TABLES ARE BASED ON COMPARAM VE ANL)1AJt'I10NAL ANALYSES DONE IN IM r10J7lCT I7W"WAN'D WE IN CONFORtriANCE wr1'H THF ;.02-0 FLORIDABUI DIING CODE AND TITF202014-01i113ARESIDENTIAL CUBE. 331E 2020 FLORWA MAIMING CODE 1N SWFI©V 16W : AND THE 9,020 FLORIDA ITSMFNTLA:L CODH IN SECTION R703.1 MiC'TLY �4ANDATE THAT THE DESIGN 'LVm pRJlSsums ON somrs ARE To B3Tbii=-SAM --%;S TmE Awaia t c; wm.Ls. %VfUME SHORT 3PAN AND LONG SY.AV TAB"M OVEti111W, TIM WVVER VAMES GOVERN AND SHOULD BE USED IN 1NSIALLATION DESIGNS. 24" I +595 54.9 , •i•59.5 ' _ •56.9 •56.9 i +595 46.9 +44.6 a2s ..9 E44 f47A -44.9 I +47.0 -44.9 i +e7.a -44.9 -403 -38,Z i =4D.7 -38.2 �F"Avr,erVCRS /,V ERC11 'VAIlL RI:Al J mr- - /a. 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