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X6.y <br />ALUMINUM OR -FIBERGLASS OR ALUMINUM <br />.UM RAFTER NOTES• <br />STEEL POST 114 DECORATIVE POST COVER <br />(UBLE ALUMINUM 30)(8'1 FIBERGLASS [52 ALUMDIUM POST COVER E NON LOAD BEARING <br />29(6.5' HEADER 2. ATTACHMENT IS TI] Ha_n COVERING AGAINST FIBERGLASS-1 <br />MINOR LATERAL FORCES- <br />p -Zf STEEL OR ALUMINUM POST 3. USE MiLTIPLE 2ACKETS AS NEEDED. . <br />OR ALUMINUM \ <br />t ]rl-- , <br />POST COLLAR 1.59<1.5' METAL L <br />-*'- NON STRUCTURAL ALUMINUM <br />-ANGLE BRACKET <TYP) <br />OR FIBERGLASS POST SLAB OR 7 -3/89(3/4' BOLT <br />--ALUM.INUM LATTICE-- <br />37/FOOTING \ <br /><,nonnmnnmnnnonny <br />if <br />-4 <br />CONCRETE ANCHOR <br />0 <br />0 7-20 <br />0 AL <br />2<nnint r A, <br />ALUMINUM OR FBERGLASS\ / <br />POST SLAB OR FOOTING ge <br />e or. <br />a·· € <br />1 ATTACHMENT <br />X6.5' -= - <br />UM RAFTER . . --ATTACH AS PER DETAIL LA25 <br />4/-UMINUM -' - FIBERGLASS IR <br />39(8' OR ALUMINUM <br />i.*ral <br />29(6.5' HEADER POST COLLAR <br />041%>*Ag'*WA€#N <br />2/& ».....24/fee 1.0.- <br />--3'Xy STEEL OR- <br />ALUMNYUM POST <br />-NON STRUCTURAE' <br />t , <br />.. <br />ALUM OR FIBERGLASS POST COVER POST RESTS ON GROUND STEEL OR ALLMINLN POST SECURED -BY APPROVED METHUD INCLUDING CONCRETE L--__J iEMBEDMENT OR CONCRETE SURFACE ATTACHMENT <br />BY SCREWS OR BOLTS. <br />FIBERGLASS OR <br />ALUMINUM POST <br />LA FBERGLASS POST <br />41- HEADER ATTACHMENTALUMINUM .0 <br />STUB POST <br />0.040' MIN - <br />WOOD <br />THICKNESS \1 | FRAMINGSG=0.5-MIN-1 <br />11 \If <br />SEE GENERAL NOTE #21 <br />FER WEATHER PROTECTION <br />1/4' LAG SCREWS <br />(SIX PLACES) <br />MAY NOT ATTACH HEADER <br />OVER WINDOW OR OTHER <br />WALL OPENING <br />ATTAC» <br />/l <br />CJ <br />Z <br />X <br />1-1.1 <br />am *J <br />L <br />f 13 <br />0/1 <br />71-MATCH RAFTER SCREWS <br />1 <br />-- FOUR #8 SMS PER RAFTER <br />1 = <br />,-ALUM RAFTER <br />LA /1 <br />38 <br />0 3'XS' ALUM <br />INSIDE <br />-'BRACKET <br />DETAIL LA16 <br />8 <br />HEADERS <br />3'X8' ALUM <br />. /11EADER <br />\_#14 SELF-DRILLING <br />SCREW (SIX PLACES) <br />RAFTE ne <br />JUD <br />tr UTARYI <br /> AREA 1 <br />IC-A' <br />11 CE <br />,-ALUM RAFTER <br />t <br />V min <br />1(68DemIZIZ:= Iii <br />..tZ:,0 <br />1- - <br />A2.25° MIN <br />UNDERHUNG DOUBLE RAFTERS <br />RAFTER SPACING MAY <br />BE DOUBLED WHEN USING <br />DOUBLE RAFTERS. <br />MAX 0/C SPACING IS 60' <br />11- <br />0 l <br />>- FOUR #8 SMS PER RAFTER \ LE-POST SPACING <br />LA \ <br />40 <br />Cart Putnam, P. E <br />3441 IVYLINK PLACE <br />LYNCHBURG, VA 24503 <br />CARLPUTNAMBCOMCASTNET <br />/ ALUMINUM <br />€ STUB POST-] <br /> t= 0.040' ' , <br />\ <br />-3>- MATCH RAFTER SCREWS - <br />. 1 <br />- <br />DETAIL LA36 <br />HEADER AlTACHMENT <br />TO WALL <br />MAX TRIBUTARY AREA <br />79 SQ. FT FOR 10 PSF <br />41 SQ FT FOR 20 PSF <br />'39 SQ FT FOR 25 PSF GSLE <br />33 SQ FT FOR 30 PSF GSL= <br />MAXIMUM LOAD IS 1104 LBF. <br />*GROUND SNOW LOAD <br />Dmn By ; <br />CFP <br />Chock Sy <br />CMP <br />E <br />B <br />1 Fgentsne 31 LATold,9 1 <br />/[A DOUBLE RAFTERS <br />CHECK POST SPACING FOR <br />1 Aft# 9<re NTS <br />HEADR IN TABLES <br />ICC ESR 1953 (2009 IBC) 12/5/2011 <br />Page 7 of 101 <br />· - - -'I-"*'*:.*I' '-'·-*-9'$-##*I·'• I- - -'' *Ifl-B**#%•--7h-*)-· '.v-' .. <br />-'w·'-• "---iD'.a-,4U:9%'; <br />f/61[00*smimmagINREWEamadz-7 i . .. <br />- 795*EW=,ra/=0210 <br />0*mr <br />(713) 946-9000 <br />i