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Home My WebLink AboutROOF PANELS PAPERWORKATTAQIMEM TO HOST SHALL BE DESIGNED PER SITE SPECIFIC ENGINEERING E%ISTOLG HOST STRIICNRE �M�•�_ 4'NAX WIDTIL e°� I EPS CORE II.O PCf) PRO-FAB ROOF PANELS r ' 0.024.ORO.03V CO HOST SPAN tt) INSIDE TO INSIDE AWA�MlffSPE TO HOST SHNL BE DESIGNED PF0. SITE SPECTFICENGINFERBIG %11 ROOF PANEUSPAN DETAIL 1 N.T.S. VERT SECTION MAXIMUM ALLOWABLE CLEAR SPAN TABLE ROOFS OVER RE N WA A O-COVERS: ARA01!lENTTO HOSTSHALL BE DES[GNED.PER SIZE SPEC61[ ENGINEERING OPNONAL //pp 0 GUTT ER N+ SEALlOIM W[M OVEIUTANG� J � Riv J M ONTRNUOUB �1 GU GTOR EATING 30•MA%OM AT Fl1OMB � pq 25%OF LAST PANEL rc 11E WIDTH ATSmg IUP TO :. . 12•HA%OM ATSu EBJ ® 0 0 0 m z PANEL INTERLOCK 1 N.TS. VERi SECTION O r a DWO N..:) IMllim tllB � __ IIve 818 IaBIr f_VTIVY °� 1�B69 +{BI33 BPT .BN 1�HFPS a Awan i1B@S 110NA1 B lm ISd IJ-11. 1 m'S ww ]S$ ]Sd II$ IId 110m11 C fOP6P 0 tm IVv lYS IhT lwC IBd is -IV 1S-1P IT-ll' Ip{ •pS fSd H$ 11016N 0 la P4- 1m IP{ 1T{ Ifd 19d 1h1T m'd 2,W TW IId 1m RPM B it r3 tID If-11• RI ITy 1Y2-- IY-T 1T$ Yld m'd B C lID +N• 1T-T IT-1P.1 IId =f 2$ I.. IIDWI D I'm RID ild .lvl IB8• 1f11- IXII• IB$ Ivr. -11N.NW,I B 2m 13P!w lm llV IBS +Td L'.I. 1T$ n al'd. II{ m'$L91NR1 C 11m tm lrS ISd IBd 1f•1•IS-IT 91 TIU' '11'd 1mW11 D IlV3 1 1T-T. MIR if.T 16d lYS If-11• IB-1P. t -tP IIS 1m. 8. t tm Ia IBd tf-T lB$ tT3. 111- 'N-S m'd im IW1 C 11m m im 1Y0 1T$ lf$ 1Y$ 1S1• 1hM• Ip-1` W.I.Sp-1` 'Q$ tm IPX D mPS 1m 11vI 1WN Ifd• lr{ tTd tfS lwd 1T! 1Td 1T-1P 19A1• E/AP lm B' -16 PS 1m lYS IBS 1BS 1S$ _15-T _1B•IP l.,I. Ipd• 21$ IId' Imamt. C"^am lyS tiv} iz$ u.lf � -IP.II• iJ{ Ip{ Yd 1mmM' p mP9 RID M 11W lt'd• 1J{ 1YS 1Td 1TS W9 11d 19{ tTT 1TY' p 1m mH B I'm 1m 'tSd- Ifd 1Sd 1Jd 1T$ 1fS li$ 1TAT 1P1T aT-T 1m. C W Im 11'-11• lY-1P 1N• 1T8• if-1• IT3 IBS lhiv ' ta'-1P m-T 1 IPII D am RID fl'S IT1T tY$ IN lvd tf{ If$ 1P8 ITd tB 1mmN B Ism lID 1N• 1f! 1TS 15.11• tfd 16.1w lrS tJ-T 1 d TIv1P 1m NPK C m3P tID 11$ 1T1 I1-1? ITS 1J-1+` 11-W 1TAP I" lBd m-T 1m YPN D 'm 1m Iv-1S 1T$ tSd' 11'd 1RP W.I. lwS 1T-1T iT3 lad lmmM B 1PPd tm 1Tr 1M• lf$ IT$ tfd tN IB$ tad tv- m'd +m IIPM C am RID 11'd IS{ lT-r 1T$ IJS ll8 IB{ 1T-1• irS tpd 1m YPM C am 1m 1p$ ITd lz4 It'3 1T$ lY$ IY-1T IBd 1S$ tr$ lm RPM B am Im 11'-1T IT-11` 1fd` ISd "I 1Y{ lwJ lr-tT - 1B-tl• m'd I"WII C R1m 1m 11'S th1• 1" 11'0 1TJ• lfd � IV41. lwS 1T$ 1T1r Im" D am Im tvr 1zS IFIr IFT 177 t d 'Y' I"- lad Ird c mISF m Irr vNl .II•q' lz4' Iz$ Iz$ 1T$ IT$ lr$ tTd lro c mI•aP lm md• rem• 11 Iv.D• Irr lad• 1 4 lf$ IVM- Im T c mI9 ""Im Im v-r +ar IId ad. fv.+OS 11•d lr lyd lfd` 1B$ D mPSP m tPS t1Nt• tf$ 4P tT$ tT$ 1r$ ITd 1T$ ...ITe 1TJIW1 C 1ID tvd Il'-11• 11V' Iv-11- - tSP IJy 1M If$ 19.11` fa.11• C m Itl f-T 1P.r 1M1T pf lv-1P I11'd 1Jl ISd Ifd ta'$ D mPOF AD11'•P I=IV H'd Iz$ ITd 1S$ tzd Izd Ir$ trd - 1maWl D 131m lm lvd- III•-1P ll'd IB-1P tz{ 1S3 ITT Ifd 1S-1P la$ D al OaF 1m en• tvd ms vd I IV, "InS 1 IJ.I• 1u{ Ia'd C Z M SCANNED 10 BY -< m St. Lucie County !l u v. 1 17-4060 1 4AX WIDTH PER RLOCKING PANEL iR FOOT MIN SLOT :ORE (1.0 PCF) 0.024" OR 0.030" ALUM OR 26ga STEEL TOP & BOTTOM FACINGS 1� tE TO INSIDE :li__ -,SIGNED ING PANEL/SPAN DETAIL VERT SECTION SPAN TABLE AND PATIO.COVERS: ATTACHMENT TO HOST SHALL BE DESIGNED PER SITE SPECIFIC ENGINEERING OPTIONAL GUTTER OR DRIP CAP 36" MAX O/H AT FRONT & 25% OF LAST PANEL WIDTH AT SIDES (UP TO Ir MAX O/H AT SIDES) W Panels 03D' n SFN 3 FPS 26GA 0,024"(ry Steel Skin /8.S 1-LS EPS 1.54.E EPS 4' Panels 0.024" 0.030" 269a Steel Alum Skki Alum Skin SHn 1-LB EPS 1-LB EPS I. EF+S 6" Panels 0.024• 0.030" 26ga Alum Skm Alum Skl. Steel Skin 1-LB EPS 1-LB EPS 1-LB EPS r-v 18'-r 16'3• 18'41• 20'-5• 23'-0" 2Y-V 23'-0• 2T-W T-7='"--, IV-W 15'-10• 1T-01• Iw-r 2z-2" 27-W 2Y.O* 1 2T-0• 7.4 ir4" 14'-0" IV-W 1r-II 20'61 2T-r 2z-r 23'-0• F-4 -' 18'-8• 1s-r 1TA• 18'-r 21'-10• =-F 27-0• z3'-0• w lr-r 14'-10" 16'-10" 18'-r 20'-0• 21--C 275• 23'-0• SS 18'3• 13'-it• 151-V ir- 19'-r 19'-12" 21'4T 23'4r 3'3' lr-W 14'-10' 16'-W 18'-1• 20'-8• 21'-W 274" 2T-W S-8" 16'3' IX-1- 15'-17" 1r.7• IT-V 20'-r 21'.1" 2T-W 3'-7- 16-5" 13'-r 14'-11• 16-1• 1r-r 18'-10" 18'-10• 27{• S-8• 16'-r I 14'-1• IW-V tr-w 19-r 20'-3• 21'4" 23'-0• 4'-0• 15'-9' 13'4• 15'-1• 16.3" 1r-11• IT-1" 1 20'-1• 22-8' '-11• 14'S• 17-0" 14.3• 1S-0• 18'3• 1r-1r IMF 20.10" r3" 18'3" 1T-r 15!-r 18'-101 18'-10• 18'd• 20'-W 2Y-W T-r 14'-11• IZ-V 14'-8• 151-W 16'.11• 18'3" 19'<• 21'-0• r4l 1T-r 1z-0" 13'-r 14'-W 1s4• IT-r 18'-r 19'-0• r3• 15.3" - 13'3" 1S-0" 16'-r 1r-r IV-tr 19'-Ir 27-r '-10• IN4" 17-V 14'-1• 15' 3• 18'-3• tr-10" IV-10" 20-r '-tr 13'-0' 11'-w 1313" 14.4• 14W 16'-5• 1T-8• lw-9" r4" is-r 1r-11• 14'-8• 15'-10" 1r-2" 18'-?, IV-6' 21'-10` r-r IT-12' mr 13'-11' r 14'-12- 15'-10- 1T-r IW-V rb" 12'-W 11'-0• IT-0• 14'-1• 14'S• IF-1r 1T3" 18'3" r-1• 14'-9• 1rA' 14'S" is-r 18'-9' 18'.3- 19'-r 21'.9" 3'4" 13'-r 17.0 13'-r 14'-0• 16'4" 1T-1• 18'-2' 19'3" F 17-4• 11--r 1 17.7 j 13'-0' 1 13'-11' 1 15'-0" 18'-9" IT-W '-II- 14'3• 17-0• 1 14'-2• 1 IT-C 1 1s4• 1 lr-1r 18.41- 20.9" P-1" 13'-2' 1 11'-9" 1 13.4• 14'S" I14'-11'I 16'-r lr4' I 18'-1r TABLE NOTES: 1. CALCULATIONS BASED ON FBC SECTION 2002.4, SOLID SURFACE VERTICAL LOADS, RISK CATEGORY I, 10. PSF MIN LOAD. EXP'W PRESSURES VALID UP TO 30' MRH. EXP'C' PRESSURES DERIVED USING FACTOR OF 0.86 & EXP'D' 2. ROOF 3. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR GRAVITY LOADS AS WELL AS CALCULATIONS FOR PANEL PROPERTIES. 4. MAXIMUM ALLOWABLE ROOF OVERHANGS FOR THE VALUES LISTED ABOVE SHALL NOT EXCEED 3'-0". MAXIMUM ALLOWABLE STRESS DI GN METE WITH THE CRITERIA AS OUTLINED GENERAL NOTES 1. THIS SPECIFICATION HAS BE SHALL BE FABRICATED IN ACCORD REQUIREMENTS OF THE FLORIDA'E EDITION (20171 FOR USE WITHIN 1 BE BE I&A L A EXCEPT THE 3• / 0.024• AI WHICH SHALL BE MANUF/ B. SELF 12. ENGINEER SEAL AFFIXED'HEF STRUCTURAL DESIGN AS SHOWN C SPECIFICATION BY CONTRACTOR,, SAVES HARMLESS THIS ENGINEER DAMAGES INCLUDING LEGAL FEES RESULTING FROM MATERIAL FABRI ERECRON, & CONSTRUCTION PRAT WHICH IS CALLED FOR BY LOCAL, CODES & FROM DEVIATIONS OF TF 13. EXCEPT AS EXPRESSLY PROP.