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<br />ALUM. STRUCTURAL PAN ROOF (J"XI2-Xll' RISER PANS 026) .~s PER STANDARD ALUlA.
<br />CONTRACTOR DETAILS FOR NiNO LOADS - iNSTALL .~S PER
<br />APPROVED STANDARD ATTACH'.lENf DH~LS
<br />BASE: LOADS ON 360 LBS PER SQ. FT. FOR UPliFT
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<br />TOP PLATE, DBL SruDS AT CORNERS
<br />AND AT EACH SIDE EACH OPENiNG
<br />I~ n~ 2 - 2 X 6 HEADER OVER EACH
<br />OPENING
<br />INSTALL SiMPSON H-6 ANCHORS
<br />TOP AND 80 TWA OF EACH STUD
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<br />3/8" C,D,X. PL YNOOD SHEA THING TYPICAL BOTH 514$.
<br />ALL EX1ERlOR WALLS (SHEARWAlL SEGMENTS) M fH rmONAL
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<br />ALL WOOD iN THIS STRUCTURE
<br />TO BE P. T SYP #2 GI~ADE OR
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<br />FLOOR PLAN '1/4"
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<br />~.- -EXISll~G ~ADE
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<br />PAD $HAll BE COMP,~CTED
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<br />POST ANCHOR \"1/(2) 5/8" _________
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<br />Ii;:; -. if... . 1~ I ~:jTf;=J1;'"
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<br />FOlVNDA TION SECTION 1/2"
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<br />I HEREBY CERTIFY THAT I HAVE REVlEWEO THE AnA TCHEO DESIGN AND Fe W u IT TO BE
<br />IN COMPLIANCE WITH SECTION 1205 OF THE STANDARD BUILDING CODE.
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