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<br />ROOF PANEL LA YOUT
<br />
<br />H. r, $.
<br />
<br />GENEIW.. NOTeS AND RCOUIRCA/ENTS
<br />,. Al.LOWA8t.C ST1?CSSCS - IKFlIKNCC IS UADE TO mc SPCCIFCATIONS FOR
<br />ALUUINUM STRUCTURES AS PUBLISHEO BY mc A. A., INC. ANO HAS CONSlOEREO
<br />THE ONC THIRO INCRtASC IN ALLOWA8tC STRCSseS FOR WINO.
<br />" DCFLECTION LIMITS - mc VALuE OF V60 fOR ROOFING AND SI()tNG CONFORUS
<br />TO THE STANOARO BUILDiNG CODE AND CL4uSE 81,1.7 OF mE SPECIFICATIONS fOR
<br />ALUUINUM STRUCTURES PUBLISHED BY A.A. INC. mc LIMIT OF U60 fOR TH€
<br />UCUBERS UNDeR WINO L~ HAS BECN SCT FOR THIS {)(XUMENf DUC TO THC
<br />SHORT TERU NATURe OF WINO LCWJ OF A DE5JCN MAGNlTUOC. ANO THC NON-
<br />DAJ.lACJNG EffECTS ON UEUBERS ,w() flNISH€S.
<br />J. DeSIGN LOADS - THE APPROPRIATC PReSURC COCfF'1CENTS. GUST FACTORS.
<br />AND THE 1.0 use FACTOR. AS CMN IN mc STANDARO BUItOlNG COO€ AM
<br />INCLUDeD IN THC DCSICN.
<br />4. CCNCRAl, CONSTRUCTION ReQUIReMENTS - THC IJINUMUU THICKNCSS OF
<br />fORMED ALUMINUM SHECT fOR ROOF' PANtLS SHALL 8C TWENTY-fOUR THOUSANDS
<br />OF AN INCH (O,024? SUBJCCT TO APPROVeO TOLERANCES.
<br />PANCL SHALL 8C DESIGNEO ANO CONSTRUCTED WITH AN APPROVeD CONTINUOUS
<br />EDCE oveRLAP OR SEAJ,/ TO PR(V(NT WA TCR INTRUSION.
<br />THe OPCN SPAN OF ROOFS SHALL 8l A MINIMUM OF ONC OUARTER:
<br />TWrL\It" (I/4:12) OR ONC OUARTCR INCH (1/4) FALL PER FOOT.
<br />NO CONSTRUCTION SHALL CAuse A RESTRICTION OF WATER now so AS TO
<br />CREATe A STANDING WATER CONDITION.
<br />,. FASTCNING APPLICATIONS - ALL FASTCNCRS SHALL BE SPAClO AS SHOWN
<br />ON Pt.N/S. ALL APPl.ICATIONS NOT SHOWN SHALL 8C DESIGNED ANO CCRnnEO
<br />BY A PROFrSSJONAI. ENGINCER.
<br />SCRCW TYPE FASTENERS SHALL HA\It" A HCAD. INTEGRAL WASHCR. OR 8C
<br />PROV7DEO WITH A WASHCR NOT LCSS THEN fIVC-SlXTllNTHS OF AN INCH
<br />(,/16? IN ()IAJ,IETER.
<br />FASTENCRS useo IN CONJUCTlON WITH FASTENING APPLICATIONS RCF(RCNCCD
<br />IN THIS STANDARO SHAH BE CORROSION RCSlSTANT OR PROTECT ItGAINST CORROSION.
<br />STRIPPeD OR NON-HQl.()(N(i fASTENERS ~L 8C RCPv.cCD.
<br />ALL HOST fIWJING SUPPORnNG ANY AJ..UMINUU CDUPONCT SHALL Be seCURCL Y
<br />fASTENED ANO INTEGRAL TO THE STRUCTURAL PORTION OF EACH R()(Y RAFTER.
<br />IF CON()tTIONS OF HOST F1WJING AR( SUSPCCT, ENGINClR SHALL Be NOnnEO
<br />I'OR IN$PEC T1()N.
<br />6, U08I.C HOIJC ROOF OVCRS - PANELS SHALL 8C fASTCNED TO T'HC SUB-
<br />STRUCTURC ON THE PERlMCTCR ANO RlOCE SuPPORTS. FASTCNCRS SHALL BE
<br />STAlNLCSS STCCL, GAL VANIIlO STEfL. IINC PLATEO STEfL. OR OTHCR CORROSION RCSISTANT
<br />MATERIALS AND Be useD IN ACCORDANCC TO OCTAlLS ON PLANS.
<br />ALL Pl.UM8ING. MCCHANICAl., ANO fURNACC VCNTS SHALL BE CXTENDED THROUGH
<br />THC NCW PANELS AND PROPeRty FlASHEO TO PRMNT WATER INTRUSION.
<br />
<br />P f\NEL sysrrI~~1
<br />PL1\NS l\ND
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<br />I<OOF' OVEI<
<br />S1'f\NDf\I~D SI-IEE1'
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<br />" DiSS/UIt..).R A1AT€RfAl.S - WHERe THC Al.UUIM)U AJ..LOY PARTS ARC IN CONTACT
<br />Wlm, OR ARC FASTENED TO. STEa MEMBERS OR OTHER O/SSIUlLAR 4lATERW.5.
<br />THe ALUUINUU SHALL Be KEPT 1'ROU OIReCT CONTACT WITH THC STClL OR OTHER
<br />DISSIMILAR MATERIAl.. BY PAlNnNG OR OTHCR INSUl.AnNG MCTHODS.
<br />STEEL SURFACCS TO 8C IN CONTACT WITH THE Al.W1NUU SHALL 8C PAJNTED WITH
<br />COOO OUALITY, NON-LEAD CONTAJ/INAnNG PRlUlNG PAINT. Al.UA/INIIEO, HOT ()tP
<br />CAl.VMlIICO. OR CLCCTRO-GALvAN/reO SrcCL PVrCCO IN CONTACT WITH THe
<br />AJ.UMINUM NECO NOT Be PAlNTCO CXCCPT IN HIGH CLORIOC CONTAINING CIMRONJ,/(NT$.
<br />UNPAINTED Al.UU/NUU SHOULD NOT 8C !'L4CCD IN ()tReCT CONTACT WITH ttOOO.
<br />nBERBOARO OR OTHER POROUS MATERIAl. ni4T 4lAY A8SOR8 WATCR ,w() CAUSE'
<br />CORROSICN. ALUUlNUM SURFACCS SHALL Be ClVCN A HEAW CQ4T OF R(SJSTNiT
<br />81TUUlNOUS PAINT OR OTHER CQAnNGS PROVIDING COUtVALlNT PROrrcTION BCFORC
<br />INSTALLATION. ALUUlNUM IN CONTACT WITH CONCReTe OR A/ASONRY SlKM.D Be
<br />SIMILARlY PROTeCTEO IN CASeS WHCR( A/OISTURC IS PReSENT MID CORRODCNTS
<br />CAN Be CNTRAPPeO BE1W(CN TH( SURFACCS.
<br />WATCR THAT COUCS IN CONTACT WITH THE Al.UUlNUU AFTER fIRST RUNNING MR
<br />A HEAW METAl. SUCH AS COPPfR U4Y CONTAIN TRACe QUANnncs OF' TH(
<br />OiSSlUIWl UCTAL OR IT'S CORROSION PRODUCT WHICH WltL c.wsc CORROSION
<br />OF THe ALUIrIINUIrI. PROTeCTION SHALL Be OBTAINED BY PAINTING OR Pl.ASTIC
<br />CQAnNG THC OiSSlUJI.AR UCTAJ. OR BY DCS/CNJNG THl STRUCTURC so THAT THE
<br />ORAINACC FROU TH( OiSSlA/ILAR UCTAJ.. IS ONCRTCO AWAY FR()I,J THe Al.UIJlNUIrI.
<br />
<br />CCNEJW.. NOTES: IAW'4T(O PAHn
<br />I. PANCl ARC LAM#lATEO POt.ysrmcNt AND Al.UI/INUIJ SHCers 8ONDlO TOCETHCR
<br />WITH STRUCTURAL ADHES/V($ WHICH CONFORtI TO IC80 APPROVAl..
<br />
<br />~, 'A<;IN{J 4641<<,,",. ,()~4 - -"'UJIJINUU ALLOY .J 103 1I,Z4
<br />CORe: POt.YST't'RCNC (CPS) DENSITY EQUALS 1.0 Pre.
<br />
<br />J. Al.LOWABlE STRESSlS FOR Al.tJIJINfJfI: Al.LOWA8lE COIJPONCT UNOCR UNlFORItI
<br />TENSION. Al.LOWABtE STRCSS . IJ,' KSI. R(.F(R TO SP!CIF1CAT'IONS fOR
<br />ALWlNUIrI S TRUCTURCS 1rIANfJAl..
<br />
<br />4. Al.L Al.UIJIMJU SHCers CONSIOCRCO CONTINUOUSLY BONOCO WITH NO Al.LOWANCe
<br />FOR UNSUPPORTeD EDCES.
<br />
<br />,. CONOiTlONS FOR USE OF ROOF oveR PANns. CONFORIJ TO WINO LOAD
<br />RCOUtRCWNTS AS SET FORTH IN TH€ STANOARO 8U/U)ING COOC CHAPTCR 14 SECTION 1604
<br />
<br />4. L040 reST Wl't)Rl.lAT'ION FOR PNIfi SPANS WltL Be IJADC AVAlLA8tC IF REQUlRCO.
<br />
<br />~L
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<br />
<br />8OTTOf,I SHaT ALLOY- JI~-HI'" OR COUAl.
<br />CLut ADHESNr- 079 WHlSPCR SPRAY BY 'I/PCR#AI. ADHCSMS.
<br />INC. OR EQUAl.
<br />
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<br />~E
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<br />TOP SHeET
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<br />P~fJ3: NO.
<br />CXAMPlc: 0
<br />
<br />80"011 SHeET I W CORe DCNS(fY (PCI')
<br />.024 . 16.7J 1.0/
<br />
<br />~~
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<br />lOP SHEET
<br />.024
<br />
<br />- set ROOF PANel. LAYOUT fOR 1l'PJCAL PANCI. ItIARI( NUflBCR
<br />
<br />TYPICAL PANEL SECTION
<br />
<br />$CALC: t t/z.. t '- o.
<br />
<br />I~I/2" $lIS . J- o.C.
<br />WITH CONT. Sf.AU,NT
<br />
<br />1/4- . 4- LAG SCRCW WITH I 1/"-_
<br />NCOPR(Nt WASHtR INTO ROOF RHTcR
<br />(SEE Wi SCRCW SCHCDUlE)
<br />
<br />!L RrSlR ANO CLeAT
<br />CPS PMlCL
<br />I 1/2-
<br />
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<br />ROLL FORJ,I ALWINUf/
<br />COCC.T:hll
<br />
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<br />eXISTING ROOF IW7(R
<br />OR TOP CHORO OF' TRUSS
<br />
<br />~l
<br />
<br />/10 . , 1/2- svs
<br />. 24- o.c.
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<br />'/2 - pc')"WOOO (UIN.)
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<br />SECTION A T FASCIA
<br />
<br />$CAUl 1 I/Z.. 1 '- 0-
<br />
<br />
<br />
<br />~- - -----
<br />
<br />~ CXISTING ROOF DeCK
<br />ROOF JOr5T OR
<br />TRUSS CHORO
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<br />1/4 - Wi SCRCW WITH I 1/8-_
<br />*4SHER ANO NCOPfWIC StAL
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<br />I 1/2- RlSCR WITH CAP,
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<br />WITH /8 II 1/2- SUS 0 12- O.C.
<br />
<br />.~
<br />
<br />-
<br />
<br />.- -
<br />
<br />
<br />J- CPS WITH .026
<br />ALUMINUM SKIN
<br />
<br />
<br />ALL LAG SCRews SHALL
<br />seCURe TO JOISTS
<br />(SEC SCHOo fOR PANCL
<br />SPAN SHE€T S-2)
<br />
<br />J
<br />
<br />12- - ",- SPACINC (U.N.O.)
<br />f1ELO VCRlFY CXlSnNG JOIST SPACING
<br />
<br />NOTE:
<br />use PlLor HOLCS WHCN INSTALLING 1/4- LAG SCReWS.
<br />RUtR TO Pf.Ni 01' ROOF LA't'OUT FOR LAG SCReW
<br />LOCATION ANO SP~INC REOUtREM€NT$.
<br />
<br />SECTION AT PANEL ATTACHMENT
<br />
<br />SCALE: 1 1/2- . 1'- o.
<br />
<br />'/4- LAG SCRCW . 18- O.C WITH
<br />1 I/lJ- NEOPR(NC WASHeR INTO RAFTER
<br />
<br />CPS PANeL
<br />
<br />
<br />
<br />PI. rwooo SHeA THING
<br />2114 GA8t.( RAFTER
<br />
<br />OYCRHNIG
<br />
<br />
<br />'/2- DeCKINr;
<br />
<br />.
<br />
<br />
<br />/8111/2- SMS 0 J- O.C.
<br />WITH CONT. SCAU,NT
<br />
<br />ALUAJlNW TAPERED
<br />CAStC TRIM
<br />/10 It I 1/2- SIIS
<br />o 2"- O.C.
<br />
<br />
<br />RAKE EDGE DETAIL A T END GABLE
<br />
<br />
<br />CUT BACK SHlNGLC AND COUNT[R lUSH
<br />WITH 16- WIDe . 0.024 ALUUINUU COIL
<br />SCAL WITH CONnNUOUS BEO OF ROOFING
<br />CCI/CNT
<br />
<br />NCW go/ ROLL R()()f)N() FLASHtO
<br />IN BED OF R()()1)NG CCI.ICNr
<br />(COCS UNOCRNCATH €XISTING 90/)
<br />
<br />1& 1/2- SA/S 0 J- O.C.
<br />wrfH CONnNUOUS SCAU,NT
<br />
<br />DATE: REV.
<br />~ ...." CENtRAL NOTCS. SPAN. AN() OCT..ws
<br />
<br />. PROJECT :
<br />
<br />D ErrAIIJS
<br />
<br />PREPARED FOR THE EXCLUSIVE USE OF:
<br />PERMAGUAHD INDUSTRIES INC,
<br />
<br />
<br />18.'/2- S4IS . J- O.C.
<br />WItH CONTINUOUS SCAU,Nr
<br />STANOtNG SEAM
<br />
<br />use 12- . .02" ALI.NINW
<br />aM. TO COUNTER FlMH
<br />BeNeATH EXlSnNG go/
<br />CXlSTING TILE COURSE CXlSTlNG go/
<br />TO Be RaIOVCO ANO
<br />REINSTALLCD -
<br />
<br />TOP SHCCT OF
<br />Al.U1rIINUM PANEL
<br />STANOING SOJ,I
<br />STCPPCO Cfj ~E&7J
<br />
<br />~ -~-~----~----~---- -~-~--~--------~-~------
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<br />I x RAFTER OR TRUSS UCAJ8CR '\.
<br />: x
<br />,
<br />
<br />CXTENDCD TOP SHECT OF
<br />ALUIJINfJIJ PAHCL NIO SECURe
<br />TO CXlSnNG DCCK WITH 2-
<br />ROOfflG IWLS . 6- o,e.
<br />
<br />8. WINO L~ DCSJCN CRITERIA IS BASEO UPON THE STANDARD fJUI({)IN(J COOlE (S8C). STCPPCD CPS SHecrs
<br />CHAPTER 1604 OF TH( 199" CDlTION wrTH 1996 RCVrSIONS fOR THe fOLLOWING: AS NUDCD
<br />WINO LG4D PReSSURES ON ROOF COIrIPONCNTS AND CtADDING.
<br />ROOF SLOPe BCTWCCN , AND JO DeCReCS.
<br />BASIC wrHO SPEED. V. "0 1rIPH.
<br />HEIGHT ()I' BUILDING · 0 - I' n. (IJEAN R()()F HeIGHT).
<br />uPt./FT PRCSSURE AT INTCRIOR . JO PSI', CCP . 1.2
<br />UPl.ln PReSSURe AT COC[S · ", PSI', CSP · 1.8
<br />9. resTS fOR OCTERUlNING STRUCTURAL PCRfORJ,WlCE ARC BASCD ON PROCEOURCS
<br />OUTl./NCO IN seCTION 8 OF THE Al.U4IINUU OCSICN AWItW.. SPCCJI'1CA.TIONS
<br />GUiDeLINE fOR ALUUINUM STRUCTUReS.
<br />10. AJ.UMINUM COiL SHCCT ALLOY TEJ./PCR: JI~-H"4
<br />IJONOING A()H{SIV{ fOR BONDING rxPNIOfo POC. YS1YR{N( TO M.IJMN. SHErr: 07tJ WH/SPCR
<br />SPRA Y BY luPCRIAL ADHtSMS.
<br />EPS CORE IAATERIAl.: DCNSirf · II'CF PeR ASTII CJOJ ROOF JOIST
<br />SPeCIFICATION RCfCRENCC fOR CXPANDeD POt.YST'r'Rf:NC INSUUT'ION IKcr ASTII STAN(}AR() C"6-~
<br />I I. HCPCnTIVC USE OF PINiS MAY Be USCO FOR PCRIJITT1NG UNLESS SITE SPtCIFIC CONOI1'1ONS.
<br />ARC fOUND WHICH DO NOT CONFORIJ TO THE TYPICAL CONDITIONS. DfSICN INTENT OR DCTAA.S
<br />CONTAJNCO ON THcst DRAWINGS.
<br />
<br />
<br />CXlSTWG BtARlNG PlA TE
<br />
<br />ROOF TIE IN DETAIL rlL~l
<br />
<br />
<br />
<br />
<br />ZEPHVRHILLS
<br />
<br />lPlL
<br />
<br />
<br />BY:
<br />
<br />DESIGNED BY:
<br />C.E.O.
<br />
<br />6790 119th A,. No
<br />Lo.rgo. rlorido. ))77)
<br />(9))) 54).6649
<br />rl ToH rru 1-000'8))-5665
<br />rc).)" (913) 544-)825
<br />
<br />CHECKED BY:
<br />C.EO
<br />
<br />
<br />
<br />.
<br />
<br />$HINCLC ROOF
<br />coveRING
<br />
<br />(UlN.) 12
<br />12
<br />
<br />(XTCNO TOP SHCCT ()I' Al.UUINUIJ
<br />PANEL AND seCURe TO EX/SnNG
<br />DECK wrTH 2- ROOFING NM..
<br />o 4- O.C.
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<br />~_ ROOF TIE IN"DETA-'6,jl~H!~~~_~_
<br />
<br />$-1 SCALE:' 1/2- . , '- O.
<br />
<br />DATE:
<br />02-26-96
<br />
<br />DATE:
<br />03-12-96
<br />
<br />
<br />STRUC1tIRAL EHOIHEIR
<br />C, E. ODELL AND ASSOCIATES
<br />
<br />~- G4 UI A \llltn.... North.
<br />Suite A
<br />SL P.l.enbu.... ~ 33"108
<br />,....pboM (813) Me - SUll
<br />Fax (813) 6'18 - ?'G18
<br />
<br />SHEET N ~
<br />
<br />S-l
<br />
<br />", . I(/10/Q?
<br />ENGINEERS SEAL
<br />
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