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HomeMy WebLinkAboutRevisionOFFICE USE ONLY: qv DATE FILED: _ REVISION FEE: PERMIT # Z /0 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE File Copy FORT PIERCE, FL 34982.5652 RECEIVED (772) 462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS OCT 7 g y�Zl PROJECT INFORMATION Permitting Department St. Lucie co LOCATION/SITE unty ADDRESS: 33/ 7 1J / vG DETAILED DESCRIPTION OF PROJECT REVISIONS: n-4`v�Sl oiv iZ- e2 —i 7_ /LE Q e--nJT .ItGtd D/LAte.1,�JG- Slforr/s A/b 2E Rvi2 E.x�Jj �c+iLZs� .VXI: tC-2 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: /J_ �- Ya�7-p L) QUALIFIERS NAME: srrlejso y ADDRESS: Q,L,vF-- CITY: pyyH Y{ yy STATE. C ` ZIP: -3 90 i PHONE (DAYTIME): 32-/ - 73 - 7R 7y FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: A..d D EsiG .✓ t4v-r o v,P ADDRESS: 21p y ,ywy A14 CITY: i vases ro.gQ�to.„� STATE: ZIP: 3Zy7� PHONE (DAYTIME); j Z! - 3gU 2 - 3Sg / FAX: _ SZCCC: 9/23/09 4" Ajumoo oloni ,>Co <g ��. Revised 06130117 `' Roz L 9 100 09A13038 October 12th, 2021 Planning & Development Services Building & Code Regulation Division aECF" 2300 Virginia Ave. Fort Pierce, FI.34982 pCT 9. 8 (772) 462-2172 Permit"9 paparunent St. Lucie County Express Homes Creekside Lot # 94 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 Flerida Architect #AR173O5 2194 Hwy AIA • Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591 AA0003325 www.abdesigugroup.com Product Approval Submittal Affidavit aU7i �°c*n 6aiaa!n"ad tiuc S y 130 FL # or Miami- Dade FLORIDA PRODUCT APPROVAL REVISION REVISION EXPIRATION DATE Product Model # Manufacturer Glass Description Method of Attachment Building Design Pressure Product Design Pressure gan003'd 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 FL17499.2 R8 10/08/2023 SH Window 185 SH M I Window and Doors Non Impact anchors as shown in elevations and installation details.For anchoring through frame into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" (+38) J {-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 FL15353.2 R5 12/31/2024 Vertical Mullion 5764 MI Window and Doors Non Impact in installation details.For anchoring through frame into masonry / concrete use 1/4" ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum embed. w/ 1" min. edge distance. Locate anchors as shown in installation details. (+38) / (-48) (+48.1 / (48A) 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 FL15349.1 R14 4J3/2023 Fixed Window 185 PW MI Window and Doors Non Impact anchors as shown in elevations and installation details.For anchoring through frame into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as (+38) / (-48) (+60) / (-60) 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 FL14634.1 R5 12/31/2022 Sliding Glass Door Builders Series 4780 Ply Gem Non Impact anchors as shown in elevations and installation details.For anchoring through frame 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 for code IE,�,nyering nI ersalEein universe, sciences FL15332.2 R6 12/31/2024 Sliding Glass Door {Alt} Series 420 Aluminum SGD MI Window and Doors Non Impact 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 into masonry /concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum embed. Into substrate wf min 2 1/2" edge distance. Locate anchors as (+33) / (-41) (+48.2) / (-48.2) shown in installation details. FL20461.17 R6 12/31/2021 Opaque single door with transom Smooth Star Therma-Tru N/A 1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing g p g @ 15" o/c max. @head and jamb. Min. embedment of all anchors to be 1 1/4" (+36) / (-47j +47 ( ) / (-47) FL16107.3 R14 12/31/2023 Double Garage Door 16.2x7 73 W6 Clopay N/A 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C (+29) / (-35) (+36) / (-42) 3/8" Simpson Titen heavy duty screw anchor with 1 1/8" OD washer into grout FL8248.11 R20 12/31/2023 Double Garage Door (Alt) 8024 Wayne Dalton N/A filled CMU with min. emben of 2 3/4", min. edge distance of 4" and min. end distance of 4". Max fastener spacing of 20". 3/8" dia. X 3" long tag screws with 1" (+29) / (-35) (+34.4) / (-38.3) Reviewed for Code OD washers with a 1 9/32" thread penetration into seasoned dry wood supporting Compliance universaisK igeenn9 ® structure. FL14170.7 R14 12/31/2023 Double Gara a Door Alt g ( ) Series 170-175, 177, 180-185, 187 Overhead N/A 3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between jamb and bracket location. 2 3/4" min edge distance. (+29) / (-35) (+34.4) / (-383) Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. FL30310.1 Rl 12/31/2024 Roof IKO SHINGLES IKO Cambridge N/A heads, long enough to penetrate through 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 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. FL15216.1 R8 12/31/2023 Underlayment RhinoRoof U20 Interwrap N/A Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring 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 RI 12/31/2024 Underlayment (Alt) Shield Granulated Owens Corning N/A Self adhesive FL27076.16 RI 3/28/2023 Underlayment (Alt) Weather Armor SB-1 APOC N/A Self adhesive FL3792.5 R14 8J16J2021 Off Ridge Vent 770D Lomanaco N/A Install per manufacturers recommended requirements. N/A N/A FL19567.2 R2 9f21/2026 Off Ridge Vent {Alt} MMI MILLINUM METALS N/A Install per manufacturers recommended requirements. N/A N/A FL15272A R5 12/31/2023 Soffit 2T Soffit Aluminum Alside N/A Install per manufacturers recommended requirements. (+31.6) / (-38.8) (+75) / (-75) FL33919.1 R1 12/31/2024 Soffit {Alt} Variform Soffits pl Gem y N A JqjllR Install per manufacturers recommended requirements. SEE PA2 FOR CODE E TS I N A ATI N (+31.6) / (-38.8) (+157) / (-46.1) (+31.6) / (-38.8) FL16544.1 R6 7/30/2023 Soffit (Alt) Aluminum Soffit Alpha Alum Install N/A per manufacturers recommended requirements. (+54.2)/(-54.2) FL37824.1 Rl 12f31/2023 Soffit (Alt) Aluminum Soffit Variform N/A (+31.6) / {-38.8) (+106.8}/(-141.6) FL12194.2 R11 6/19/202S Soffit (Alt) T4 Soffit Aluminum Coils Install N/A per manufacturers recommended requirements. (+31.6) J (-38.8) (+80) J (-90) FL16293.1 R3 12/31/2021 Hurricane Panels Less than 6'span 24 GAGE Hurricane Storm panel MFG. N/A concrete 1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in / masonry, 2 1/2" min. edge distance, 12" o/c spacing. Can be max. s p g headed screw or all thread but with wing nuts. N/A (+47)/(-53} FL16293.1 R3 12/31/2021 Hurricane Panels 6' span or more 24 GAGE Hurricane Storm panel MFG. 1/4" N/A concrete headed x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in / mason 2 1/2" min. edge distance, 12' o c max. spacing. Can be masonry, / g / p g� screw or all thread but with wing nuts. N A / +45 ( )/(-50) FL17147.1 R5 6/27/2021 Zip System Sheathing Wall Sheathing Huber N/A Install per manufacturers recommended requirements. N/A N/A GONTROL DATE 08,192021 2194 H WY A1A, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-802-3591 www.abdesigngroup.com AA #: 0003325 fi W 114 o Z 4 Ju U Q o � O Q 0 A Ca q � m Q ti W X SVHDIV. ac LOT: CREEKSIDE PHASE 2 LOT # 94 PROJECT* 04321.200 094R1 MODEL• EXPRESS SHINGLE GARAGE SVPING: PAGE: 60 MPH EXP. ARCHITECT. STATE OF FLORIDA OCT 14 2921 MICHAEL C. ANDERSON ll AR NO 17305 08/19/21 SCALE: 1 /4"=1' - 0 E �y RI MINIM'- RW DESC4RC'N CA-E A--F!W.l I:L'o LLU tJ::IL'- S i� 6 n:li-t.L N O-E5: HE -n�.=`,••I Ht%'Jtif. I-LREIN IS L:_�IC:NLL': M,11) t.1.1.'.�-P, IIIRLD C COVI Lx W IH -iLUUIF:EMENIS ::h -I- F_'WUA BUILQN'4 t:UUL. is Pfs-rib FRALIINI; A'J,: MASONP.Y' C'ENING -0 RE ESIGNE' AND AN(;HOP,EC T( FR.�"=PLY RA\�hF .vl I. DAlyi 0 S RLIC URF. ha.:.E€ING A`, I✓ASC1NRY C;�FNINt; I: IHh <ESPON CLITf or T __ A+CIIIT_-C- OR ENONE=R OF PEC.CRr_ 3, ALLOWABLE STRESS INCRx-= OF 11,3 WAS NCT LScD IN -HE DESIGN OF THE PP,QDUCT -SHCWN F-EFEIP7. WIND -OA: DURATION FAC OP, Cd=1:.6 WAS USED =OP. 0*CD A.P.C-OR CAICUI Al C\ . 4. -RAM[ {AA ERI.4L• COL:) POL-ED FORA A_jMINUV 3105 It25. 5. -0R ANCHO:ZNC tt4TC WOOD FP.AMINC OR 2X BUCK USE 1 3/4" TRIM PAINTED STAIN.m 3T=EL NAILS WITH 1/-" HEAD DAMEFER, 31'L"X'fL" CRZAVN OP. ;, A'?'hJ/`$," STAPLES, SEF=R -U DETA_N A. B. i, AND E -OR MINIVLM EMgE:M=hJT:;+ND ,ACING. G. -Of ANCIIO-JhL INTG M?:i4DNPY/L f� C WIT _-_T 3TG' USE 0e7"A5/8_ T ❑R STJ-- '.'�IIS -01i AP! HCRIV; INID VA.SONFY/. `.!'R-II NII-I SI I.1^,i: 11SI- C9?"xt-7/ I C.P. 7.TI•P ',AIIS � F=P. -i, T1FTal f: 0P M1NI41LINI F"a'RF:ir '3T ANPtt .:•.I:iiii•. ? ALL TA TCtC `;, BE 1O'PO510P! R[51 sTANIT 8. RSTALST N ANCHORS •HALL ?= INS ,'. LED IN A..C".L)RDA`7 = 1NIT- ANCHOR, yIANfJ AI'1 : P'4 INS A{{+ IOH INS ROC {r,N" 4 ANf'HC1FY' S-All N" r ?1RSTRATF=. V TH STPFNI'T , 1 =Sr THAN T-F LOI N MIIMi 5-RFP.GTH er-F:IF = � RF ()Yi N4 P AN 2 A. Y1,10E - Mlti M+J S E IC GR. I r G 7 l( 4_ P6 ALUMINUA"18t7FFIT SC7LID AN D VENTED s. r,�aNCFcr_ — v1Nu,1uM CArPE,,srv_ STREv3T cr 3.Ibz p51. S1Q5M28AL;r'MfAfUM.G1? 1P:LK MASOV=NY - G PCM1GTI I CCPIFI; ;WAPtCC TA A,+ N C-4rO GRALIC +V: �_= t tiJR GREATER). VENTED VEPS.rQfV VENrFDAREA. 2025 AW WEAFi FQQT n£tfiiGtdPRFSSUrirRArWC: iMPACrA4rrN'G ,f1F_SJE^:NPRFS pER'ArVC IMPACTRATO,4G 0EWNPRESSURERATiNC IUPACTRATIMf; +54.2PSF fLu t t38.4PSF naNJ: I *31.1PSF 'xim WYc-r'i M'3'ALLEO �112^O4'ER;iAAG W.4EM 4dYTAf!-FC+IA''i8'fJ"/E9lV.PoO WiiEA'Jf5TA.LE'J(h'N'OVEYTh'A,YO Ll FCHANNEL , i 1 J CHANNEL FrCS•H28ALll ,',N''G�W.012"THiCJC 9ir7Sh12$ALGMWLIM.G13' THIOX Reviewed for Code Compliance Universai Engineering Sciences -RAMF RUI F:IN- .Y OTHERS THIS S koT A DRAC17 THIS e TART OF ROOF TPUS, SY^ T= V S� "E7AILS A - 8NV C -HcLI 4 12" OVERH,4,,5 - 12"CIVERHANC INSTALLATION DETAIL -A?_E CIF CONTENT`_ - PROFILE:- _NQ NOTE= .2. c INS ALLATIJ`J F-ALA: AND COUPON FRI;MP RIJIInm B CT --IRS -ILLS IS N07 A 3PACE -HIS IS PART OF ROY= -RIJSe SY:STFV SEE SEE '^✓ _ DETA _ C DETAILS SF - SHLLI 'I 1% 13 ANU l: FI,'NI t. SHE_i = SHh-1 + IS" OVERHn;, 16" OVERHANG INSTALLATION DFTAiL Al PHA Al UM NUM 14C, 1710 PREMIER ROW ORI ANDO, F I S7809 16" AIUMINUM SOFFIT °RCF LES AND NO- 5 V.L. O!1-02198 "d1L NT5 '°z ;13/O5/13 'DF 4 L R09EPT j&VASF:F. +4 �'WOaOF.7Af7 RD LEWEVXLE. M1'�G 2ir.a7 <ac.sR&.:;Yl,>.o "nnrr;aaLo/^l+mr�a:ln SIGNED' 06VP3•120P1 ;,,.wyGENSRgJ'4 _T1'• o fi �� � `�°'� E'v �.•�'''•'s10it10�• ��� ��ONA ``� a�titi. Las R. Lamcs P.L rL No.: 82514 Yp 'i EI:r1: P. V OE".a:RIPtIpIJ enn: e,�PiSr•-1` 1•: AU_LJ `JOJLS R 6 AND JLIAL C. 17Ei1 i;2027 P.L. =RA+AE 3�J-DING _=Y O-H-RS -HIS IS NOT A 3Tbi107 -111$ IS FAft- OF '@GC- TRUSS 5(S'.TCvi fXTFRYOR ,1 "` 1 s_ Ik FURFIC tFF 1i�. 11 -,-RIP SFF I'.FTaVIS �"' ,, i7tF11 id s 5 :AND G 51 SHEEP 4 SHEET 4 SEE DETAI_ C SHEET I- 2-" JvCnIIA.PlG - 24" OVERHANG INSTALLATION DETAIL S 3NED: 09123I2021 h_PHA LlO 1?10 PHLYMINC.ILR�'� Jffi 02_ANDe. =L 32879 �`454,$1IR =`vi5•y1G �+ tp` =*' p 6 1'1 16" ALUMINUW SOFFI- INS'ALlATICN DE-ALS , r,n pF •�; 'f �• P �fi�L+d !Z0RVQ ,• ti �ti r7r/t�lNjlA9iQi t1��, L1115 R.. Lomas P.C. Axv mi, Nn rrc ar NT5 <,. 08/ri5ji3 Cr Cf 4 L ROSERTO 1 aW3 P E 14MI WWOFMI WL _LI SVILE. AL 276V 414-55a-"00 ,x?.m�•s�+r;a„e. .�"Y FL Na.: 32514 ITEM NU.Ij PART NUMBER ' SANUFACUMATEMALR I PAIII1TM INC, IOFFT NIIM^NIIA01 3115442S 2 F CHANNEL ALPHA. A.LUI l7NUA7 NC ALUA1rNUM1 31054128 3 J C:H,'14NEL ALPHA ALUM+NUM^ INCA.LUMAUM 31Ub H2E F 12„IJF •iUlt.F{IN: B- OTHEf;* THIS Ir CT A BRACE + IHIS IS ,'JJI OF -A,_ 1 JH SF_ 1 L,, I I DETAILS A. DAND C St L_ 17" O`i-RHA\r 12"OVERHANG INSTALLATION DETAIL t FPr\VF Htjfl 1IN111 BY 0 HEH r Tills IS NOT A DRAj- THIS 1S PART OF �. Fvin= -RUSS SfST--k { 1IV R=F _ G=f;"JL E �' = r*JL3 OETt51L = 5IE17-4 A.E€NDC 511ET� L? 4 1 E'" fW RHAN- 18"OVERHANG INSTALLATION DETAIL 1/4" NIN LMr3_UNENI f 1 3/4" TRI41 PAINTED SS NAIL 4ry"5/1G -EAD :IAAt-ER IOCAII: MAX O.C. l MIN EGA- UIS At,,: - DETAIL A WQOiD FA4?AWX3 INSTALLA'RON IWFC.HANNFL AND NAdLg .;,'4"Xl/4' CROViN S-•AFLE5 I MAX -C. IN _),IJOND PATTE4ti DETAIL D FURRNNG STRIP Nt.57AI f ATkNd 20"OVERHANG REi 61JIVS Rfv rrgmipnnN p4r1- APPWIM r. RF'A:Fn W'TFS c •;• 6 AVr. rFf-I FRAME 3lLLINCl R" O HFR� TIIIS IS =1' 4 DRACC I THIS. IS 'AFT OF exreRfnR ; � ' I _C r <-rivr, OETA ^V-' -F A D AVC C Nl_ E SI I¢T c 5, u -CT $ SEE D-F41L D ,FEE- 4 2" Wx C. 24' OV_RHAN,^ 24" OVERHANG INSTALLATION DETAIL ALPHA ALUM NUM INC. " /10 'L&MILR NOW 02-4NDO, FL 32M 16" ALUMINUM SOFFrr ItiS-ALLATION DETAILS a»N; Door ,c. L. 08 02198 yLE NTS Dn os/05/13 s""2 ^F 4 n AU9F{PT?k(M.ASFF ran MCA'VXQ7(1 Rf: N /''w.statcr rr rn:�r G34.68it•GtX.7 rRyN.�G•Msr�p urn, 1 3/4` I -tM NAR,11-A 5:=; NAIL W/S/TF." F-P.: fmwih FR -) PE. PANE- I �VXI/4' .y?0"NN 3TAPir MIN EMBEDUE^? 1X OP.-7X OCK r F 3/4'ki/+4` CROWN ST91LC ::Fi .SjH"if3i9' s Ap h _OCAT- (1, AT EACH CR00)= 1/4' FASCIA JP - r - 1 3/4` TiM FAINTED S5 NAIL 3; 5" WN W/n/tF." 1-7AI I1WAFTFv h UGh DVaIANCF _OCAT-_D 24" MA'F, O.C, ]: a" rMn'a DETAIL € GsiBCDk_PR Nmnn FRAMIrerN rArgrALtATk1H 5 F" LAIN FA.Sr4A SfDF ^tom s FTC IF" DNTANr .Cwl A 1 '/2 MAL- f MINIMIJI.4 ° UK 5 UB NA L d'`!� LCACAI D 24" MAX U.C. 5-1 tAA3O 4ir'/-ONCRET- '• DETAft. G' 3'( GTHEF5 MA_s a•rAY+GONCPETF wsrALLATk1N scalE NTS IqI rrhANNV£L AND MOIL'S REFER TO NOTE 6 FQ,ri EJY81 MWENT WOOD FP.-W NG INSTAL! A7" V, t' r GHANNSL AND S TA A'L SS C SIGNED: 09123,12021 _I.is. R. Lcmus P.L. rL Na.: 625'4 NEYSms RfY rTnrRPRCAI PAT- A'?Mv'.-.,. C RFVSFT 1,::TF3 E •4 15 ANm r.TM f: DETAIL G WOOD FRAMM SYSTALLATIM NhnNJ-0HMIIMFt 3+.5. HLIWEEN STAPL__s STAP_C„• DETAIL F STAPLE DIAAP M PATTERN ALPI IA ALUM NUM INC. 1710 PREMIER ROW ORLANDO, FL 32809 16" ALJMINLM SOFFIT INSTALLATION DETAILS aw W. 08 02198 rn 08/05/13 ""4 DF 4 •, rr"MBEPTJLO�I+.AS P.F. '.f3P WL•,?t1.".'901 Rr, I FAISA N r F W,174. 1.t 1,id•GC,Fffi(M .isnNeLJM?ray» [m+ C Ft?Cf 11Htwx 0'_ATED 24" LW, O.C. _-CIW4tQC_ TO 3E =L-SH WITH FASCIA FASCIA. 0'd CTIIChS SIGNED: 09 L13,2021 Ni114IIiIrrye o `5 R. L 04F �>0�;TATP(Ort-7DROt r'r18VONAL,i >' Las R. Lanus P.L. rL No.: 52511 2194 H WY ALA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA 32937 PH: 321-8023591 www.abdesigngroup.com AA #: 0003325 J F W IU V � Q U � � U) J O � U z A a n m Q � � StMDIV. de LOT: CREEKSIDE PHASE 2 LOT # 94 PROJECT# 04321.200 094R1 MODEL: EXPRESS SHINGLE GARAGE SVMG: PAGE: 60 MPH EXP. C ARCHITECT_ STATE OF FLORIDA OCT MICHAEL C. ANDERSON AR NO 17305 DltxNT A 08/19/21 SCALE: 1/4"=1'-0" SHEET Revl for Code Compliance Univernal €nglneerittl# 5cleows AIJ OSYABI EDF3[GP li7ND PRTSSLRFSixPSF _ SHORT SPAN TAtt1,F. _ VATU M EAti E `NRITH llV LNC I sor.F[T'TYPE Double 6 12", Alsils +1F9.1. +135.3 496.6 , C,al1.'.-3ti78"i+ V:.t�=367E1 rusl 1 13t2 ] .96..E +9G6 Rouble 6(Ahmumu) 12", 5tapk9 +L69.2 +;35.3 5alid-36780 Veiled--3675' -177.0 -141,6 401.1 7dp,e 4 (Alu ' =) i2", Nails Solid 35694 +169.1 +;3 . `96.6 Cotda viol-5ri67i F111 Ve>zst-36696 -169.1 Ingle S (A1 uninust) 12', Staples Sak-36694 +169.1 +:35.3 CtoterYmt-D6693 FpSi vrat.3@69fs -177,0 +1efi.8 -14L6 -101.I Qwad 4 {Atumicnm} lb", Nods ti 01.5 +72..5 Solid-36791 Vmied--36798 -126.8 -IOis -72.5 Quad 4 (Alutovtuu) 16 ; 8iap]rs +1 ^.6.8 +I01.5 +72.5 S0li(1-3619T Vaaai-36798 1328 -106.2 +1OG,8 750 Dwa5uilt I),1w 06(AwMinww 12,Nana +I33.5 +76.3 Solid-36782 Voelod--36783 -L33.5 -106,8 +! 6. =16a Dumb.& Dcttble 6 (A.umisum) 12". Swpks +13315 +76.3 Solid-36782 Vet,ad-36783 .1'17.0 -MIA � -101.1 lhcncSudffriplt4 (/Jumlaum)l2",`Ni1s +133.5 4l05.8�j +76.3 2,w-3461i7 C wvsnt.-3E6u -I33.5 -106.8 J -76.3 Full Via.-36689 t DtlraWihTtfp:c4 (Aluml.•tr:u)12".Stsplcs +132.5 +l0b.8 +763 Solid-36687 -177.0 -i41.6 -101.1 Ccateryw -Was t-uH Vv+a-3429 - 113 T4 (Alu=rtwn) 12", Vails Solid-3M768 +115.7 .+92A (7antuVeet,367b9 Vwfed-36770 -115-7 -92.6 -66.1 .013 Ta {Al.�iamt112",ataples SoSd-3676R 4-1 li.7 -M.6 466.1, Cm:aVent-36769 Vatod-31MC -177.0 Details that Pjo wah this lubl6 we fotlnd on Sli�Wi of 2 DESGN MES3U3ti„S EiSTED III! TABLES ARE E3ASED ON (- IMPARAi7VI's AND RATIONAL ANALYSES DONErN IM PR07.F.Cr 170"009AND ARS IN CONFORMANCE Wi lU THE j(y-)0 FLORIDABLF-UM 2GCODEAtNDTI-'F2020H,CMDARtEMDEgriALCODE. nEB 2020 PLORIDA AU11,11INu CODE LN SECTION 1604_: AND THE9.020 FLORIDA RESIMSTIAL CODE IY SEM014 R703,1D1.RSCTi.Y MANDATE TiEAT THE DESIGN WM I' USSURES ON SEFPfI'S ARE TO1)STE S SAl4EMTVI' AWORUNG WALLS- ' LV}IEMEE S130RT SPAN AND LONG SYAIvrTABI,.I~S QVISLUAr. THE LAWN? VALUES GOVrlW AND SHOULD SE USED IN INSTALLATION DESIGNS. frh ' fAS%4NL'RS /N Rcil NAIL I%EM 4Ra js l,G1Ja H'ooF+N6 4it-1 Wtrd k4y'` o ,1`14AN'A'S A D '`� /JEA,OS. 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