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<br />Mar l~ ~UU'l 'l:~9HM
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<br />DAVID NORRIS ENGINEERING
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<br />8632914305
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<br /> -I' 14' .9" "'-6' " , ~'-4" , - I' -r '-4' '.., - ' -i!' '- ,~
<br /> · .llY 4' .7' ". -3' 4' - , &' -lY - -3' '-4' , , ~ ' , -la" '-of' '-I ' -fJ'
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<br />TYPICAL ALUMINUM STRUCTURAL DESIGN DETAILS
<br />SPAClING - 7RJBUTARY LOAD _lH
<br />TABLES FOR SCREEN ROOMS & RUOFS ONL Y
<br />tJJllL;
<br />') SEMI SPANS AlAY BE INalEASED 201l11fP CON71NUOUS O\EIIP IlflERlOR t:a.1MlI SlJPPOIfT
<br />2J ALL BEAM SPANS ASSlM" LA lmAL PfIRlMS . to. RlANED M:lIJClSS ROOF . CN:H POST IN
<br />SCREDIED SIOC WALLS
<br />3) \fALLl8 AlAY BE INlERPOLA1D> FOR 1N1fRlIEDMJE 1.ENG7HS OR SPAaNQS OR IfNI) RCDIONS.
<br />4) AU. SlRIJC'1URAL IIEJIBERS SHALL Be OF AUAIlIi'tUI ALLor tIDII.J T-lI
<br />.5) FrJR CXPOSIJRE 'r:: IIUUlPLY COLUIIN HEIGHT VM.UES ill AU.ortNM.E .5OIIEEN ARE"AS BY.lU..
<br />8) FOR COLIJIINS NOT SUPPOR11NG ROOF BlE"AAIS. COWNN VALUES lIAr BE ......JI'I..Im 8Y '.OS
<br />7) FOR CHNR RAM. (SE.CONONtY IIEMBER) VAWf'S .lM.JlF'tY caJMII HE1tJHT 8Y '-10. FOR K-llrACE
<br />V""'-IA$ 1IIIJl7lPt..Y COLIJIIN HEIGHT 8Y ,...
<br />l!II IIAX (IIMUJ S/CREEN AReA: !ill SF. (WIND $ '20 IIPH). 42 SF. (tIIND >- '20 IIPH). AlA.\: ~m:AL
<br />SPACWG OF QWR RAIL/lIMLL GlR15 IS g" (FrJR IIIIfO 6 12DItIPH) AND 7' (FaR .., >- 120 IIPH). 7HE'SE S7RUCTURCS OE:S1GNED tlf7H THE: 20tH
<br />g) ALL ~ ~ ~ .os~ S1JfUC7URAL QU~ HCADE1tS AND PURlJNS ARE. PRMARY FLORJOA BLDC. COOE W.V!lOO6 SUPPLDJENT
<br />~ KICI<PUllF R~ CHNR RIW4 AND ROOF OR WALL PANELS ARE SIE'CClNIMRy ~
<br />'0) All S.ItI.8. SEC110NS SHALL BE S"7CHED 1tP ill 80TTrJII wA") If 0 s..w.s .24- a.c. (IIAX.) .. CHAP. IS tF ASCE 7 FOR 110-150 IIPH
<br />11IM} \o'El.OOTY (oJ see. GUST) DPOSlJRE 8 Ii c:.
<br />KIlO AF7fR 2-1-(}9 1_.77 ._.- ,_,,_n7
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<br />IESIGN llJADINli
<br />CI1LUNNS, 110 HPH
<br />J 20 HPH
<br />J 30 HPH
<br />'''0 frlPH
<br />J50HPH
<br />~I 110-150 HPH
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<br />DA IIfD NORR1S ENGINEERING
<br />"2 ca.EJlAN RO.
<br />MfN7fR HA 1DtI, FL .J38BO
<br />(1lC) 299-'(H8 P.E. 31186
<br />
<br />Pg. 1-8
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