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SPAONG <br />ANCHOR BEAM AND COCUIIN KNEE <br />BEAlot WITH ANCHOR QIPS AND <br />110 SCREWS AND WASHERS. <br /> <br />2" x ___ BEAll AND COlUIINS MAX. <br />COCUIINS t.lAX, COLUIJN SPACING <br />5[E TABLES <br /> <br />--Q> <br /> <br /> <br />TO snECT FRONT WALLBEAlot <br />FRa.I TABLE USE LARG!:R "L" <br />VALUE OF W/2 OR W/2+0.H. <br /> <br />'A'f. <br />~ .~ <br />(.~ <br />:5j~ <br />n O\<rRHANG VARIES <br />N- 2' -0" MAX, -+ <br />Q) ~ J 1/2" SlAB "L" "y(' <br />~ ON GRADE OR \ AX. BEAM MAX, <br />.... ~ RAISED FOOTING SPAN UPRIGHT <br />-- } TABLE LENGTH <br />~ VARIES NO IIAX. (ELEV, SlAB OR ON GRAD( . <br />Q; mCAL ClASS ROOt.I MTH SOCID ROOF. TYPICAl FR()IT Vlor F'pAMINC <br />~ . (HElGHT or UPRIGHT IS MEASURED FROU ToP or I" x 2" PLATE rq"IfOTlOt.l or WALL BEAll) <br /> <br />TYPICAL SCREEN AND GLASS Rpo~ <br /> <br />/" SOLID CO\<rR ==h' <br /> <br />~" ES <br /> <br />UAX. MOTH 53" <br /> <br />"'" OPEN" ,. · ~ . .fJ"' <br /> <br />1" x 2" x 0.040' <br /> <br />UIN. SlAB THICKNESS FOR SlAB <br />ON GRAD( J 1/2' CONCRETE, <br /> <br />"y( VARIES <br /> <br />~ <br /> <br />2" x __ BEAll SEE TABLE 4 <br /> <br />I <br /> <br />," ~ 2\ <br /> <br />. "H" <br /> <br />L <br /> <br />IIrN 2" x 2" .0,044" <br />(TYPICAl) <br /> <br />SHEETING BOTH SIDES <br />1 1/2" x 2" <br /> <br />SLAB J 1/2" UIN, ___ <br />(SEE DETAIL) <br /> <br />TYPICAL SCREEN AND GLASS ROO~ <br /> <br />THE HOST STRUCTURE lIUST BE CAPAIll.E ~ SlJ'PORlINC TIlE AlUIIINUII SlRIICTURE TO BE ATTACItI> TO lit: HOST STRUCTURE, C(NERAIl Y THE <br />CONOIl1()ll'E THE EXlSlING STRUClURE WIll INOICAlE M: STRUCTURES CAPABILITY. lHE fOllOWING c~1bIs,hlOST STRUCTURES ARE CAPAIll.[ <br />~ Sl.J>PORllNG THE AlUlIIN\J1I STRUClURE TO BE ATTACHED' Ii i'l".'I/1!"! <br />1. IIAS(JjRY WAllS, 2"x 4" rRAIAE C()lSTR\ICl1()l WAllS, PRE ENClNE[RED WOOO TRUSSES WI ~?i~l s; $Ii! fAaA AND A TRUSS O\{RllANG l'E lP <br />TO 4', AND/rYR ATTACHIIENT ~ lHE AlUUINUII STRUCTURE THROOGH 1H( ,. fAOA TO M: !RUSS ~ 'lfl A IIAXlllUII l'E 4' TRUSS OVERHANG. <br />2. IIlBlE HOlIES IIANUf ACTURED AFTER 1984 AND BUtT TO lHE 1984 HUD STANDARDS WHERE ~ ,'"Oiais' ARE INTO M: TRUSS BUTTS. <br />3. CONOIl1()lS NOT COVERED ABOVE SHAll BE RE\1EllED BY 1H( ENGlN!:ER TO DETERIIINE TIlE HlIST s11lilC1tiM:' AOtOOACY, <br />4, All TRUSS SYSTEIIS SHAll HAVE A 1IAX1\1U11 SPACING l'E 24" O.c. ,.,..,' <br />5, IIM1lE HOlIES NOT C()lfrYR\l1NC TO 1HE STAI<<lARDS ABOVE SHAll HAVE A SElF SlJPPCJlnNG fAllE ADJActNT TO THE 1I081lE Hl),l[ IN lIEU l'E <br />I <br /> <br />2'-0" lAIN, <br />BEFORE SLOPE <br /> <br />J 1/2. <br /> <br /> <br />NOTE: fiBER UESH CONCRETE DOES <br />NOT REQUIRE MR[ uESH <br />flAT 9:-0PE /_~?!.ooTING <br /> <br />MODERA 1E SlOPE FOOTING <br />.... 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