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<br /> SEAttNGTAPE �p��NA�FAN gEAM BU[LDING CODE&ASCE 7•10 USING ALLAWABLE
<br /> �' 1 "Pl'MIN.WASHERS�1 MIN.THIiEAD PENE'IT3AT10N 70 S7(1E55 DESIGM METHODOlAGY Wf7M TME � •
<br /> � � . �� E%ATIHG WOOD MEM6ER��MIN.EDGE D2ST SpACEp 2° cRITER[k AS OtJlL�NED HFREtN, . ��)� n ;` i
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<br /> u� SHAi.i.8E 1°L4NGER THAN PANEL 7712CKNESS Wt2H P{'MIN. i. THi5 SPFpFiCATiON H0.S BEEti DESiGNED AND � y � 'p��S
<br /> 2 P/�ItitEL It�TERLOCK EDGE DISTANCE,SPACFD 1°FROM ENpS WIiM THE SMML 9E FABR(CATED IN Ap]ORDANCE WITH THE �
<br /> � � - FOLLQWING BALANCE: 0.EQUiREMENTS OF TME 2D30 f10R10A BUILD7NG COOE ?'�'�� y
<br /> .g 1 N.7.S. VEAT 5ECT74N p�OYIDE 1S�"MIN. q TO 0.045"MIN.TFiICK ACUMINUM:2.'O.C.MAX FOti USE tMiiii2N 8 OLiTStDE OF THE itVf2.fDhiPOSITE �� Qt� t9�$•
<br /> g SPACING BE7WEEN • TO 0.062°MIN.THICK ALUMINUM:2-3/4'O.C.MAX 7�9�OP�A�D7Ea 8 SECTi�ON 803�a�nSS A IN�TEeIQR FW�Stt, ���W a�
<br /> � TO W OQD:(2)}'{0[AG SCREWS WTTH ��ORS SN EACl1 f TP 4.094"M3N.THICK AWMINUM:S O.G MAX IW D CHNTER 26 SECfION 28d3 OF THE 2020 iBC. � N �
<br /> P�a n.P TO 0.125`MM.THICK ALUMINUM:6-3/4•O.C.MAX CON7RACTOR SMAIL 1NVESTIWTE ANO CONFOHM'70 ALL W
<br /> s 1 MIN.TMREND PENE'�WT[ON TO s N� '
<br /> � E I�WOOD HOST(G=0.55 OR hs RI SAE GRADE 5 SMS WfTfi ISS"p MIN.WASHERS,SCRENlS LOCA6 0U1lPING CooE AMENOMEMS WMSCtf MAYAPMY. � � � ;
<br /> E�S n N G S H A 4(.S E 1'I O N G E R T N A N P A N E L T H I C K N E 5 5 W I T H i�j°M I N. DESIGCt C ft t 7 E f t t A B E Y p N D A S S T A h O H E R E I N M A Y y��
<br /> eEfTERt,�y.`MIN.EDGE DISTMCE, 0.024"OK 0,430° EDGE UISTANCB SPAC�D 1°FROM ENDS WITM lfiE r�QUIRe Apomora�Srte-SP�FiC s�o W�
<br /> HpST STRUCIURE r o
<br /> SpACE[i AT 6"O.C,MAX, ALUM OR 26ga fOLLOWING BAiJWCE: ENGINEEq[NG. iy ttt••
<br /> Z�l� 8Y OTHERS�TYP. STEEi,TOF&BOTfOM 1• MIS SYSTEM IS NO'T APPHOYED ipR tARGE OR .�O�
<br /> TO CONCRETE:(2)�'8 ITW CARBON ��' 4�MAX WID7H pER o 74 8.045'MIN.THICK ALUMINUM:2-1J2°O.C.MAX SMAI.L IMPAL7 qE5I5TANCE.WMEN USED WIiHIN THE ¢
<br /> � � n PANEL INTERLOCKING PANEL FACINGS . TO 0.062'MIN.TNICK ALUMINUM:3-1/2`O.C.MAX HVN2,iHtS SYSTEM SHAil BE tIMITEO 7q NON-HABTtABiE
<br /> TO IX�TIST N�3142PSI t��ON�-CNFtAQ�D� ,� D�� til4'PER FOOT MLN SIOPEj . t0 0.�25°MIN.THICK ALUM NUM:B-1 2'O.C.MAX uviH�A�Ens.
<br /> y o 3. NO 37-1/3^h INC0.EASE IN ALIAWABLE STRE55 F#p5
<br /> � CQNCRETE HOST 2j5°MTN.EDGE / °0 9EEN USED jN lHE aESI6N QFTHIS SYSTEM.
<br /> DISTANCE,SPAC�D l�T SZ°O�C.MAX. / °° EPS CORE(1.0 PCF} p(+jj�j�Jp� 4. THE ARCNTfERjEtiGiNEER OF RKOR�iORTHE
<br /> .§ e� ° PRO7ECT SUPFRSTRUCTURE WITH WMICH THIS pFSIGN IS
<br /> � HOLLOW BLOCK: 2 ��al 1N!CARBON �� �C-CHANNEL,MIN O.p45° °o o G�TT�a USEO SMALL BE pESPONSiB(E F4R 7NF IN7EGRiTY OFALL
<br /> ry �� OR QRI? SUVPORT[NG SURFA�S 70 t
<br /> � STEfI'S'APCONS WTiN 1�'MIN.EMBED. ` � TNI�(6063^T6 At.2JM} I G CONiRACiOR.
<br /> SPA L INSIDE TO INSIDE OVERHANG 5. SEVAW�TE'5iTE•SVEGPIC SEAIED EN6INEERIHG �,'
<br /> �� EDGE DISTANCE;SPAtED AT °O.C. � � ggx9lys SAE GRADE 5 SMS AT fi" SHnCL 6E REQu2nEO nV onoEa�ro DEVIA7E txOM LOADS, � �
<br /> a tM%• 36"MAX 0/Fi AT FRONT& DEFLECTIONS OR SPANS CON7AINED HEREIN.l]NEAR q
<br /> O,C.MIN,iOP A B0T7DM,TYP. SNiERVOI.q'nbN OF ittE ALiOWnEi.p SPAtiTnat.ES t7STED . �� � R
<br /> g 25%OF LAST PMIE1 NEAESN SHALL N6i BE VfRM2TtED.CONTACf THIS �
<br /> g S ROOF PANE SPAN DET,4IL ��TM AT SIDES(UP TO ENGINEER FOR ALTERNATE Sp/W CALQ1lAT10NS AS Ml1Y
<br /> � 12"MAX 0/N AY SIOESj ae REQulkm. ' � � ,
<br /> 1 N.T.S. VERT SECTIOPI 6. TNE CQ7iTRACTOR SNALL CAREfULLY CONStDEit �,� �
<br /> MAXIMUM ALLOWABLE CLEAR SPAN TABLE P�SSIBIE IMPO5ING LOADS ON ROOF INCIUDING BUT � o
<br /> NOT��MREp TO ANY CANCENiR14TEII lQpDS WNCUi MAY
<br /> � ROQFS dVER SCREEN RI.�S AND PATI{}COVERS: IUSTIFY6RfATERDESIGNWTEqIA.TNiSADDiT16tUL
<br /> ROOF LOAD CRITERIA SHALL 9E PROPERI.Y ANALYZED BY A � � �i
<br /> � T P e n e6 4"P a n e b B' o n p p LIC£NSC-0 ENGt N EE A O R R C T i 3 S T E R E D A R C t 4 1 T E C T. �� q $ �
<br /> E�cpo. tketneCt���'�°� 0.02b' �.2W' : 18fui (o.A2t' �.U2{� 6.WD' 2i'ya6ted o.62P O.GDU' 280a J. 4PSCORECOMPp5iTEAANEt55HRLL8E -- �i:
<br /> � WmdSpaoE � � (7 � CONSTRUCTED USING 7Y7E 31p5-M2S4 ALUMINUM � � ¢ i
<br /> ewe Nm'UpBI' N � p1,�m Sqn Alum SMm f Siael Skh ��� AWm Sldi Alum StN 94Ji AWm 9kln Alum 6Hn 6ia1 SkN FApMGS,1.Q PCF€VS,iHE EPS FOAM SMALL eE ADHERFQ
<br /> UI.B EP3 118EP3(1�i8 EPS It.5L8 E?S i•L9 EP8 1dS EPS 1dB EP3 Me EP& 1�LB WS 11g EPS TO TME ACUMIP7UM FACtNGS WIiH MOR-At}M-652 i
<br /> � 1 1 o A w H B � 6 P 5 F 1 Z 0 i s-t P 7 B'�B' , t p�' 1 B'-e^ �a-�r x o-s 23'.v Y3'.0' 27�' I 25�0'. MOISRIREGUREURETHANEADMESTVE(BYROMM&HAFlS BII��� �� � �
<br /> Co.).FABRICAlTON SHilL1 BE!ti ACCORDANCE WtTH
<br /> � t10 MPM G , 10 PSF 730 ts-7 tt-T ta'$' t5'-7P !T-it" /8-F' 21�.7' TY-8' 23�' 23.P APPROVED FABiUCATtON MEitiODS BYMEI'ALS USA BLDG
<br /> � ifdiRH O + fSPS£ 120 1Y-P 1B'�4' : 1Td• 74-8' 1SF t •if' 2V�8' 2P.1" 27-7 2?�I7' PRODUCT5ATT1{gIRGROVELANDFACILLTYFORALL
<br /> 1Ta FPH I 9 11 PSF 1RU 1�'•fl• 1T•T : iB'8' � 1S•P 17•P /P•1' 2t�to' 47-5' 23p 73'�0' PANELS IXCEPT'SHE 3"/UA24°ALUM SKIN 1 1.5-0Q FOAM
<br /> 22ai�N C F 12PSF ! t20 ti'3' 166` iT-T t4'.16' is•itY t87 20�9' 2P.P 2Z-S' 4S.P PANEtS WHICHS{iAtLBEMANUPACTUREpeYMETAl5115A
<br /> ,{' 1YO/,iPH D I 16PSF I 1YD iJV' 15'.5' : 16'S' 13'.11' 16'�B" 17-0' 18'-T 1842" 21'-D' 77-0' AT7HEfRG1'lOVE4IWDFACILI7Y.
<br /> A 190 MGH 9 . 7�PSF /20 16'-Y i@'dr' 1Tb' ib'-70` t6•C ib=1' 2d�e° 2P3" 22i' 23-0' UtJIES NQTED OT}1ERWISE.FASTENEPS SHALL BEGRADE 5 i
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<br /> � 13�0.WH C : t4 PSF t i9tl t3'-e' ib'�e' . 18'a' , 14'-1' 1E•tY iTa' 16"�e' Yo'-7 2Ya` 7!'A' CNDMIUM-PiATED OR OTNERW[SE CORRQSION-RESLSTqNT ���� !
<br /> T9oM7H D � 17PSF i tY0 iY-T 7f•T ' 1b'�' 13'-2' 1iN1• ie-7• 1riT 18'-10" 19-1P 27-G M0.TERIAlAN�SkALLCQMPLYWITH'SPECIfICATIONSFOR �
<br /> AIUMINUM STRUCTURES'SEGTtON 5.218Y THE ALUMiNUM
<br /> 14QMPN ' 8 ' U PSF i20 13'S tb'�6' ' f8�"" ' 14=t' i&0' iTS 14'-T la'S 2Rt' 27'-P qSSpCIAT[ON.INC..9 ANY APPLICABLE FEpEpAl.'STA7E. � �
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<br /> �r i40MPH ' 6 i 1TPSF 120 17-e' 1f�e' 16'� i 17-0' 15'.1" iB3' � 17'.11• 19-1' 2D'-t• 77-0' �( R' c AND/ORLOCALCODES. � ,
<br /> = 1 W MPN D � 7DPSF , tY0 51'-1Y 13'-1P ; 1�'S 77-&` ic�4• tsi• 78S tT-SY iB-iP �'.!G ��++�� ,sO��+7. 4. C6NCRETE M1NCHbRS NqTED MEREIN SHALi,8E ��d�� �� ��
<br /> 558MPH B 1$PSP t20 t3'•T 15'•s' i 18'3' 19'-9' 15•T iB-1R' 1C•iP iV�p• 4tlF fT�O' 1. CALCU4ATIONS BASED QN 2010 FBC SECTlON 2002.4�SOLiD EMBED�ED TO UN-CRAKCED CANCR6TE 6NLY.IN5TALI,ALL Jg�s
<br /> iEANPH ' C ' 19PSF 1 170 iT3' f1'�4' I U'-11" ' 17-8' 11'-6" 16�0' iC.it' 16-4" 1Yi" Y7�8• CONCRETEM1QiORSPERP7ANUFACTURE'S !E
<br /> 1bDMP}i : 0 29 PSF ' 1T9 iTS t3'-4' { S8-F 12'-P 13'-T ti-fi � IB-4' �iT-f" t8-7' 1BA' S(1RFACE YERTICAL LOA65i i215K CATEG(?AY 2�30 PSF MIN RECOMMENDATSONS. ����� i�
<br /> � 168NNi � B i tiPSF ' 120 y7�B' 11MA' 13•.9' 19'a• tsfi' ib'-2' 1T•9' ievr 1S'-17 �y.T LOAD.FJ(P'B'PRESSURESVALIDUPT030'MRH.DCP'C 10. TMECONiRACTD0.15RE$PONS1BlET0INSU�ATEALL ' Si g
<br /> PRESSURES DERiVEO USING FACTOR OF Q.86 Q DCp'D' MEMBERS'FROM OiSSlMitnli MATEAtAtS iQ PttEVENT � � �
<br /> � 188MPH C ! 21 PSF 72Q ti'-51' t]'Ap � 14�" � tY-S if-t' YS3' 1B3• 17-iff !@'-SP za- ARESSURE 6ERNED US2NG FACfOR OF 0,89 i'f�R 2010 F8C EtEC7it6tY5I5 I,6.ALUMINUM PER F.B.C.2043.8�4. y $ �
<br /> 168MPFt p Y6PSF i24 iT-T tI'•tY i�'O° , N'a' 17'J° 184' 1�'•C 18'6" t'78' .1B'S TABLE 2002.4A.WIND PRESSURE VALUES WR 1S6MPH E7(P''C" 11. ENGINEEEtSEAL AFFI7fED HERL TO VAUDATES FC� �� J I
<br /> 1BOMPH B 1BPBF 1x0 i7-1' 14'+P 1 19-Y tY•1P f1'�B" 16'dP 1T-2' tB'-T 19S 2ri1P ST0.UGtUIIALDESSGNlSSHOWNONLY.USEOFTNIS }t E g
<br /> 6i'D'9:165MPH'EXP'C'&'D'OBTfUNED USING SpECipICATtON BY COMRACTOn.e4 aL INDENN[t7f5& �� sY �
<br /> �aua�e c uasF iza �r-s� ir•r ts-1z° iza� ta-ts� �a^ar � is•fv tr-r ig�s sa.P INTERPOLATION PER ASCE 7^lO METHOqOLOGY. S�vES HAttMtESS TMIS EnG�NEe0.FOn au.cosi�g � �� �� �p�
<br /> 180MPH D 29PSF 1t0 iP-IY I 1Y«B' 12'a" � tl'-�' 1T.P 7�'•/• 14'S 18.12" iT�7' 16'-7' 2. DE�ECTIONUMIY�U120.h�l�XIMI�M/SUOW/18LER(lOF PAMAGESIN[LUQINGLEGALFBES&APPEL1ASEfEES �u� '$�
<br /> � �as MaH a �s asF i �m irr w.�• ic-s^ yz�r t4�s• ts�.r � �s�� �sa sa-r �ra SCOAE SHAtt BE3"MAX PER FOOT(3:22). RESUIiiNG FA6M MA7ERSAtPAaaiCATION,svsTk74 �
<br /> u� 185 iAFH G 23 VSP � tN! 1P�6' t tY-{' t9'-T 2'-0' ta'• 1{'-0' ! 14�6` 1T-1" 78'•7 14�8• 3. PANEL{SEAD LOADS HqVE BEEN FAC„�iDRED INTO EREC7ION�T CONSTRUG'fION PRACTICESBEYONp TNA7 � �� , _� 3
<br /> WNICH!S CAILEG FOR BY LOCAL,SiqTE 8 FEDERAL
<br /> tl#5 MPH C ZB PSF 120 ia-P � 174' iz-r' I 11'a' 17A' �19'b� ; 7S'-11• 16S 16•e' tT-9' CqLCULAl70N5 K7Ft GRAYI7Y LQADS AS WELi..AS [ppES g F(tp}7 DEVtATTONS OP TtitS Ptftti. ���CI@R�OtE
<br /> t70hgMt g 1RpSF s t2p trit7 1Rti' S{' . �7-8` t�'•2' 19d• 75-6' iT•tT 18-1P xo'•? CALCUtRTtONS fOR PANELPROPER'17E5. 12, E%CEpTAS EXPRESSLY PROVIDED HEREIN,NO
<br /> 1i0MpM G 11PSF 1 1x0 11'a" I 1Y-1° 7a'•T ! 17�P 1a-.1• y1'd' 76L11' 19•T' 1T•a 19-t? 4. MAXIMUMALLOWABLEROOFCIVERHANCSFORTHEVALUES ADDI7fONAl.CERTlF1CATJONSOARfFtAMAT1QNSARE �4'��..Sl^OdQZ
<br /> � �ro Man a 2sPSF �w ta-r �r.z 4rar �nr tr-a� iss� �r.r �e-r �es tra� t25TED ABOYE SMALL NO7IXCEED 3'-0`.AtA7f2MtIM i�tsoea p ecn�e N.7.s.
<br /> C aa RsF• e6 t7'-S tt••11' tr o^ � 12s 7rs� tri' 17.x ta'a 1s-n• 7a.71' ALLOWABLE SIDE OYERHANG IS 25%OF UISI'PANEL WICYf}1. 13. ALTEfIATtONS,ADDITIONS,HIGMLIGFITING,OR �,�: i
<br /> 170 MPH C' 70 P9F• 12U 10-� I 11'�iP 11'-B" 10'•11• 12'.1' 13'�° 19'.a• t�'-4" 16'�tt• t8-ti• (I.a.12'MAX F00.48'PANEL WID1T1). a�ML`A MMKINGS TO TMIS DQQIMENTAA@ NOT
<br /> C 70PSP• tSC 4-t' i0'.T tiV' YS iP-iP SP�B° t 1T�t• tS-8' iR5' 16.8' S. {t INDICJtTES ROWS RSR USE WITHIN 1NE NVHZ ONLY. PERMITSED ANO tNYAti0A7E'7HI5 CERTIFICATiON.
<br /> � � 19. PANEL STRUCTURAL PROPEIITtES DE0.NED FROM
<br /> I G� x PSF• e0 1f'-z� 71'�11• tr-e^ 12'a• 1Y-5• i3V' 1s�4' 14'•C ' 16-11• 1s-tt' bEFLECTION LIMITS CONSIDERED FOR USE 1N THE NVHZ ARE: CERTIFtEO Te51'f4EP00.TS(REPMtS NOs.50732-A.
<br /> ;� ttsn+vn C aaP9F• 720 �ps ir•�r 5r-r ta-�r iz-�� ts•i• ��.a• 7�� t5:t�° 16-tP 5.1. LJ80FORSPANS512'-4" �d4113-A,SQ41U-Br3�10-G`�476•p.5041�-F.5oaio��, �
<br /> C w P&F• tea s-r tn.r tra� a.a �v-tp� fl��e� tr-r• ia.c ' rts• , te•.s 5.2. 4180 F4R SP9,NS>12'-0° SOa10�c,50410-H,So430-t,BY 7ERRAntN 1ESTING,tNC-). n �
<br /> � tl, 91 PSF ao rr-r t1'-1v tne� 1Y-T t2r^ 13'a• 15'-2' ta�a^ 15-fv �e�•w 6. (*)INDICATES MINIMUM AEQUIRED ROOP L1YE LOAD WR USP ��
<br /> 17bMGH D 31PSF im tC6S t4=SP 413' � TO.tP 77«P 13'3' 13'-2' MC-0' � t@-17 { tB-9" wl�f{��}1E�/�. L�
<br /> I� D 35 PSF IBtl q-1' 1P'�6' /1'-Y 8'�8' 10•9" it'-T 13'-T 1J'-T 1iV' 18'�!' '
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