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<br /> EPS FOAM CORE ROOF PANEL� - METAL SKIN DESIGN NQTES : ���;r����
<br /> xuow�ece oestcn�s�n�s untszEa tn
<br /> s���� trns oaunt�r Have aeeN cucuu�eo oea
<br /> UUlll{ING 00. 70 W40�D G.�p��.��e5���5����O-R BETTER yi'0 LAG SCREWS WITFi rn8 Rc�Qt�tpEMEm's of mE loia Ft.onio�
<br /> SEAL[NG TME ppflON�l FAN BEM1 1�kl��f$3N.WASME 1 � BUII.GJNG COOE A ASCE 7-YO USING�W.OWABLE
<br /> R�, 3�`NfFI.THREAp PFNETRATION TO STRES5 DESIGN ME'RiODOI.00:Y WtM T1E �
<br /> � „... ' . E a .�+aCEO 2 uu�xzn As ovnv�a r��ro.
<br /> -t- .:....:..........: : .., i
<br /> agSS =: c�- : ;''::.,: .; '..... ._' FR�OMEI�U?H�VDA�FiD�S�Ct�M�X..EO{i IST ^ :
<br /> S o ...`. � :., ...... ... ..�� TO AIUMINUM f�Q63-T6 M1N.ALLAY): % • �� �;1
<br /> � �+- <': < . . �;a s�e caw�s s�+s wmi is�'0 MIN.WASMERS�SCREWS GENERAL NOTES , ,
<br /> � 2 PANE� INTE�tLC3CK SMALLBE2'LONGERTHANPMtELTtttqU�55W17M1�+i��+rn. i. r„�ss�a�un«�w�see�H�swx�,�,o •6��E
<br /> � �aisr�nce,svnc�i°r�eort a�s mrn mE SHAt.I$E FABRtCATED!N ACfJ3RWtNCE ViRk Ti� X
<br /> FOLLOWING BIIi.ANCE: 0.EQVIREMENTS OF TFfE 3010 Fl.tlltlDll BUILDING UOpE } �W��,
<br /> � 1 N.T.S. VERT SECfION pROVIDE 1S�"MiN. • TO 0.045'MIN.T}IICK AUIMINUM;2"O.0 MA7f FO0.USE WIT�UN fA OUTSroE Of THE MM2.COMPOSI7E Ui � C7
<br /> � • TO 0.062'MIN.7HICK ALUMINUM:2-3/4'O.C.MAX ROOF PANELS SHAII COMPLY WITM CMIIPTER 7 SKTION � ����
<br /> 5PACING BETWEEN • TO 0.09Q"MIN.TH1CiC ALUMINUM;5'O.0 MNC �19,M�VTER 8 SECT70N e0�fiASS A INTErttqt FlNtSH, Z �
<br /> � ANCHORS 1N EAG7! AM6 CWtP'f£R 26 SECttOH 26d3 OP TtiE�030 F�. C�
<br /> TQ W04D:(2}I`�41 CAG SCREWS WRH s TO 4.125'MIN.TNICK AI.tJMINUNt Er314'Q.C.MAX C6NTR�5C701i StiAi.0 iMVE5T1Gl`TE uA C4MiIXiM TO AU. W "t�'j
<br /> SSS i MIN.TNREAD PENEfRATtON'f� PAIR,7YP. �yiti W SAE GRADE 5 SMS WITH lYs'W M1N.WASHERS�SCREW$ LOCAI 6UILD[N6 SqDE AMENQFIENTS WHICFI MAY AP%y.
<br /> � E 57IT1G WOOD H45T(G=O.SS OR EX[STING SHALL BE 1'LONGER THAN PANEL THICIfP1E5S WtTM 13S'MIN. DESIGN CRRERIA 9EVOND AS STATED HEREtN MAV y�� �
<br /> BETTER),3'.'MIN.EDGE DISTANCE, 0.024"OR 0.030' EDGE DI5TANCE,SPACED 1"FROM BJpS WITH 7ME RE�U1RE ADbttYONn�Srre-SpEGFIC senLED Iu
<br /> SPACEp A7 6"O.C.MAX. HOST STRUCTURE ALUM OR 26pa �LL4Yy�G��: Et�GINEENING. $ut..
<br /> l�t� BY QTMERS,TYP. STEE!TUP&80TTOM . TO O.MS'MIN.TNICK+ttAMtlt�q+I:2�1R'6.C.MAX 2. THIS SYSTEk IS NO7 AP�YROVEO�t GARGE OR .t O�
<br /> T4 CONCRE7E:(2))i'D FTW CARBINA M3N. 4'MAX W2DTH PER SNAU,IMPALT RESt5T7ttX�.W4�H USED WI7HIN TNE .S
<br /> � , PANEt INTERL4p(ING PANEL FAGINGS . TO 6.062'M1W.THICK ALIMttPttN�t:3 1/2'O,C.MA% HVMZ,TMIS SYSTEM SHALL DE UMI7E0 TO NON-NAB17A04E
<br /> � S7EEl7APCONS wkM 1�'�MIN.EMBED. / DEPTH �1�4•PER F00'T MIN SIOPE • Tb 0.090'M1N.THiCK ALUMINUM:&1/4'O.C.MAX j�NNO�333 1/3!4 INCREIISE IN ALlAWAOtE STRE55 HAS
<br /> TO IXISTING 3192PS1 NON-CRAqCED 3
<br /> CONCRE7E MOST 2y MIN.EOGE o°o • TO 0.125'MIN.THICK ALUMINUM:8•1/2'O.C.MAX BEEN USED tN 1HE OEStGN OF THIS SYSTEM.
<br /> DISTANCE,SPAC�Lt AT 12'O.C.MA%. i o 0 0 o EPS GORE(S.Q�} OPtIpNA� �. 7�M�H�TERJ�itaEER�RECANO�2 Tt�
<br /> ,II � a°ae a G(J'('�R PtidJECT SUPEHSTRUCTCIRE Wt7H WHI01 TFi[5 OESi6N iS
<br /> / C-C#iANNEL,MIN 0.045' USEp SHALL BE RESPONSIBLE FOR TME INT[GRITY OF ALL
<br /> R HOLLOW BLOpC:(2)�:"OITW CARBON OR DRIP SWI+ORTING SURFACES TO THIS�E9C�N WHIQ15tW.4 9E
<br /> 'uJ' TEEL A ONS WTTM 1�'MIN.EMBED. � 7NICK(6063-T6 ALUM) I �p COOApINnTED ev 7ME vEqMfRtNG aONTRACtpR.
<br /> a TO EXISTING NOLLOW BLOCK 23S'MIN. ,%/„ CLEAR 5PAN(L)lNSIDE TO INSIDE OVERHANG-{ 5. SEVARATE 51TE•SVKIflC'SEALED ENGINEERING � g
<br /> �� EDGE DS5TANCE,SPACfD AT�i"Q.G #8x°hy"SAE GRADE 5 SMS AT 6" ��'�'����_���R T6 D�t�TE t�OFi t�ADS, �'
<br /> OEFtECTi0M5�t SPAMS tONTAtt+�NEHEtN,UNEJJi
<br /> a MAX. O.C.MIN.TOC 8 60TiLfM.TR. 2S%MO LAS7 PAN�E��g HEREIN SHALL N6T 8E PEMIIiTEI).CONTA T TM15 LLS7ED y � �
<br /> 1 RC10F PAN E SPAN DE7AIL v�noni�r smes�uP ro ENGINEER FOR ALTERNATE 5PAN ULMATIONS 115 MAV �
<br /> 12"MAX O!H AT AOES) eE mEO.
<br /> M.T.S. VERT SEC72d�1 G CONTRACTdt S4iALL GREftKl.Y CONSlDER �
<br /> S POSStBtE[MP657NCa t4AD5 OM ROOF.1NCt.U4iNC BUT
<br /> MAXIMUM ALLOWAB�E CI.EAR SPAN TAB�E NOT UMITEO TO ANV CONCEMRATED lAApS WHICM MAV �
<br /> � R OFS QVER S EEN AL S D PATI OVERS: ]USTIM�REATER pE51GN d1IfEq1A.T115ADDI710NAL �
<br /> ROOF I.GAO CRITERIA SHALL 8E iROPERLY ANALY2ED 6Y A �
<br /> i 3'PnN P COaM, ItCEN5E0ENGINEEfIORRE6tSTEREDARpi!'TECf. �g �
<br /> � T. EFS CORE COMPOSiTE PANEtS SFMLL 8E Fi � i
<br /> � riM Sp..��w�r�`�U���� AIm&� AMm Sqn,�;o.On'{'} 6.631' O.OlO' �8bN GON � o.DDP � 2tp� WNSTN4JCTED USING TYiE 3705-FR54 AUMiNUX , � ,
<br /> Ay�gqa Atan SId� Aian 9�an Skh Aiim Skh Aiim BMn�$IMi 91,4� FAGNG$.1.0 PCF EPS.THE EV5 FONM SMA4L BE ADHERED
<br /> � i � N��S � TO THE ALUMINUM FACINGS W{TH MOR-Ap M-652 p
<br /> i�LR EP8 118 EPS;11!RJP&1.61DlP8 1d8 EP8 1�LB EPS 11B EVS 1�iB EP8 fiB 6�& ide EP8 MOISTUItE CURE URETMANE ACMESNE(BY�RpiM 3 HAl15 ��� � m
<br /> 110 0 YPBF 1]0 6'�t1' 1 7Vd" '� 7Cd 1N-tP 17 -0' C0.).F�aa�unoH s�rw.ae m l,c�e E WIT#i �
<br /> � /1 9 W H 1 0 P B F � 1]U 1 b'•7 1- 1 D'X ; 1 6'.1P i T•1 1' 2 7 7 2-0' 1Sd APWtOVEQ PABASCA720F!METN(ip5 BY ME7YW.5 tlSp 8t.(,k>
<br /> � it0 � D : 1DPSF , 120 iM-P 16�' tT-P . iC-6' 16'-6' 1T.1f' Yt=1" 2RY d PRODUCTSATIHE2RGROVECANDiACiLiTYFORRLt
<br /> 121iFPX i 15 PSi � 716 tt.t• t7J' . ti tP-T 1T-Y /V•1• 2R1C 3ZS ffiO 3J0 PANELS IXCEOf'fl¢3'1 0.02A"ALUN SKM 1.5-Ib FQ�M
<br /> PANEI,S W HICH SMI1LL 8E MANUfIICTUREb�METALS U$A
<br /> tI011OH C � 1TPBF 120 / 1T 1T.T 11'-1P 17•iP tir.r -P 21'-/' 37F nrrr�ia�aoveuwoF�ciuTV.
<br /> y 17p MVFI D '� 16 PSF i 120 S-Y 15 , 16'.6' � 13'-71• 16'-Y 1T-0' 1-2" 70-IX 27'�P 2SO & AlL FASTENERS TO BE�8 OR GPE�TER SAE GMDE S �
<br /> � 4901�Pl1 1]PSF � /10 U'-7 16fi 1T8' /!'.1G' /S-9^ 1.f' 3' 2TJ" 22-F' �d UMlE5S NQ7�0711ERWISE.FA51fNER5 SFIALL 8E
<br /> f C , ts ilo Y 18 16i' f4'.i' iS-t2' iT3` " t9'fi' RO'-1" 21'S �U' C4�M1tN4'PtATEO OR OTt�RW15f CARR�I�M-REStSTNiT �� �
<br /> /3DMVN i O � 1T PSF 176 iX•T 7fi.T f6'd' ' t?S i�M11M 1C•T 1f T 1M-t0" 19'- MMTERiAL AND SMALL COMPI,Y WITH'SPECIFJG7IONS FQR
<br /> � 110 M�M @ t1 PSF tto tTlr t�t" tsa" u•-1' 1Sa� 1T.y � 1M-T 7n�Y xt'{ �.p ALUMINUM STRUC'TUpES'SEC7'fpN 5.2.1 BY 7HE AWMINUM �
<br /> 11550CIAT�ON�INC..d ANY MPI.fCABLE fE17ERAl.STA7E,
<br /> ' 1 PSF ! 110 / 11' 16' tYJ' •1' 1T.11' tV.• IO'-t• 2T AND(ORIOGL COpE6.
<br /> 5 � ue� o . auPSC +se �r.�r +nr u��- �r.r us �r-�x +a_»• au-+Q TABLE NOTES: s. cnxcx�re�sno�or��N�ae �
<br /> tso 9 � ta P8i , na tr.z /6' � ib'a` � ts-v is-r tK•�" � ts-iv tvx ivr isa' i. CAlCY7UTt�BASED ON ID30 rBC SECTI4N 2002.4,S8L7D et�leEdDEO iD tXl•CNA1cCEO CWiCRE7E QlA.Y.tt�TaLL At.l ���
<br /> � iQ0 . G , t4 � t2G iR•T � 7P.11" 12-P 1fB 1 ' Q•H' 1f.1' V1 71•�!' C�NNCRE7���'�CMC1R5 PER MFNUFACfURE'S ��
<br /> SURFACE VERTICAL LOADS,RISK GTEGt)RY I,10 PSF MIN RFCOMINFNpAT(ONS. '�� ��
<br /> � y revH o t �xo r i i �s.T ira �r•r ��� � is�^ �n�^ �r-r wa LOAD.E%P'B'PRESSURFS VAUb UP TO 30'MRfi.EXF'C ]0. TME CONfMCTOR 6 RE$pCIN5I8LE TO 7NSULA7E ALl
<br /> 16E WH 6 i 17 P6F . 120 tYd' 1! ta' i tra' 19-0' .r -D' 1R.1 1V-tr 4z•T PRESSURES DERIVEO USING FACTOR OF 0.86 S DfP'D' MEN8ER5 FROM OISSIM/LAR MA7ERUU5 TO PrtEVENi
<br /> i wH � zi �zo �r.tr ir� }r �xs fr•r ��s � �e-r �r��m ia-�o- PRESSURE DERIVl:D USIN6 FACTOR#4.89 P8t Z010 F� e�eCfxOl�S[5 t.E.AItRiStxMt PER P.afi.2oD3.a.�.
<br /> o � � �xe �r-t tz-�r �sa �nr fss 1r�r � ir �a �ar TABLE 2fm2.4A.WiND PRESSURE YALUES i6R 25dMPH ES�'C xt. Et�it�t SEN.Ar'r77cED t#ae 70 v,V.tDnifs i
<br /> iOpMwi B tlOBF tIC 17�1' iM• iS•t � 17•it' i�'-Y 1S1P � 1 tf-P 1Yd 21'.1P �����'�' A'SHawNONLV.USEpFTMS •
<br /> 8'D'R 165MPH IXP'C b'D'OBTAINED USING SvECIFICATIaV Bv COHTRACTC�t ac aI.INpEMNtflES A p
<br /> �eo c n +w rA' �r• �r.�x �a� �s-�r at � �s�fa �r-r �rs IO-1• INTERPOLATION PER ASCE 7^10 METNOD47LOG1. SAVES H1IRMLE55 7Nt5 ENGINEdt FOII ALL CC76T S {�� � �
<br /> 1 0 1s P8F , �1U 10�Y t7-i' t7'�e^ 11•�e' 1rio' 11+.P t' 1B•t1" tt�S tCd 2. OEfLEGTION L1MIT�L/120,MAXIMUM AL40WABLE RqOF DAMAGES tNa.UOING IEGAI.FEES a AvPEL4A'fE FEES
<br /> � 1!5 B /i P8F t1u 1P-T' !1'-1" /fA' , 17•C i!S •T � /B�Y' 1 /4- 4•S SIOPE 5HAtl 8E 3"D}JtX PER R00T{3:12. RE5IN.TINCi FliOM MATERIAt FMR2tAT7IXi SYStFM
<br /> LL t . 11G 41!' tJ4` tY. tY t - i 1Rt ' tY-Y 1 3. PANEI DEAD lOiU9 NAYE$EEii F�IN70 fRECTTINi t COt15tRUCTtON 4pluCii��EYOt�TtY,T
<br /> WHICM YS�GLLEb FOR BY 5TATE d FEOERAL
<br /> i 1 4 t7i" trS /7V aA' ' 17•fi 7Bd 7C? (/LL.CU6/R70W5p'QRGRAVI7YLI}ADSA$WELL15 ��a (p11H11M LMMIDDIE
<br /> CODE5 A FROM LIEVIATIONS OF S Ol�l1.
<br /> 17p Lq{ p p p9F 110 7'.1T 17•11' 11'3' 17d 1f•7 1< /6M1" 1T.1 1-1/' 30'Y' CALq1LA170N5 FOR PANa PRqpERTiES. 12. EXCEPT/t5 EXPRESSLY PROVIDED HEpE1N,NO
<br /> 1�u� uvaF tm ri a� i tr-^ is-r +r rsr �r-1y e- t -r �d-f7 4. MAXtMUM Al10WA81.E ROOF OVERMAMGS FOR TNE VAlUES AoD1TI0N�l CERT[FIG710N5 OR AFF1nMATICX+S�rtE �'151"���1
<br /> r o � �m ta. �r �r-i�^ tr-r zr a . �a. �s.r aea �rs LIStED ABQYE StiAU.NOT IXCEED 3'-0'.MAXI1�XNi trrtEtlt�D. ti.t.s.
<br /> � c xe�• ea t�=r � ��4r 34f.w � 4t-r �rs �sr > >rr �asr is-n• Al�6WABtE SYSE 4VERfiANG I$2596 OF[AST PAMCN.WID1H. 1#. l�t.TER+IAONS ADOITFONS.tu6+�tC�rrTMG.at �
<br /> � c xc�• tza �o � �n�r �ra � �a-i� u-r +a-r u�v � �s ir . ie-�r i.e.12"MAX FOR 48'7ANE4 W1DT}i. OTMER MARK�NGS TU TtttS�OCUMEN7 ARE NOT
<br /> � VERMCTIED AND INVALIDIITE THIS GERTIFICATION. �
<br /> G �0 PSF• 1!0 V.1' ' itl. 11'1 Od O•1P 11'd i fy.0 17J` N S. i�IN6ICATFS ROWS FOR USE WI7HIN THE MVH2 CINLY. 1�. VANEL STRUC7'UqAL PRQV�RTIES OER4VED FROM '�
<br /> C ao • eo t�'�x tnt �f'a � f a� 17s ta�e f u'-r +s-tr re-ir D fLECTION lIM7T5 CONSIDERED FOk USE IN TT1E NVMZ AftE: CERTIFTW TEST REp0RT5(REVQltT NOS.50332•A, 2
<br /> ,� � r�vH c ao • �m �v i••> >r +a-�r tirr � � . �s �o +_n a s.i. �leo Fon svaros six'-o• so+za,�,saio-n.u�io-c,swia�,saio•E,swio•F.
<br /> c w • �eu c.r �vr »s - va� �o�r f wr � tsr � �r - �t�-r 5.2. VI�F8R SPANS>ST-4" SnataG.504iar+,SWia-t,er'tERwsota't6STttas,itic.). �
<br /> S b s�vsF eo inr ti�<in tt•a� �r-r fzr �ra� �sx w� � �eav � fs-v 6. ('}INdICATES NMIMUM HEQUIRED ROAF L1VE LOAp FOR USE
<br /> g rtawvH D ai �m t.r fi•tv i� ia-i �nr �sa i � � s.� ia�-r WI7FiINTMEM/H2.
<br /> i S aia teo e�r �a ir.r rr a-r tr.r �r-r �r. �nr �ax �
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