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Of'. Q <br />Xd` . v <br />93 N3 � �S y �4 7 <br />2 xr 2 � Lf/ <br />CN 1 <br />/12 - / W <br />✓�Bt /L <br />,- <br />�r <br />i NC <br />� 1 <br />r. A 1, \ <br />2� <br />�g� r EI E v4 7 I <br />�i <br />tZl����s <br />P YWono — <br />Q <br />Fro ei - z NLiN rte) rii <br />0" O.L. f ;�� ►�� Cji`� rv1 <br />��" vG 4d o'v <br />Zx st l�PS1c E L @ 4ST a <br />74 14— <br />A/ T 5 <br />�r 1 4 oil 61 <br />/j.4 2 s <br />. <br />s• <br />i <br />x <br />7 <br />14k P 4N <br />- - -._20 - /'O' <br />DESIGN CRITERIA <br />Design Wind Velocity ...................110 mph <br />Roof Live Load..... ...................... 28.0 psf <br />Wind Load ... ............................... 32.0 psf <br />Uplift: @ Corneri ........................ 31.8 psf <br />• edges ........................... 48.3 psf <br />• balance ........................ 263 psf <br />Concrete (at 28 days) ..................3000 psi <br />Reinforcing'steel - -- ASTM -A615 - GRADE 60 <br />Minimum lap for # 4 bars = 24" <br /># 5 bars = 30" <br /># 6 bars = 36" <br />#7 bars = 42" <br />Structural steel. ...... ..........................ASThi A -36 <br />Timber .. ........................minimum fb = 1150psi <br />Use• Southern Yellow Pine No 2 <br />i <br />1 <br />I <br />C c��� Sow <br />1. <br />a ,- -� <br />Or Hem- Fir <br />; <br />N �; ?'9 <br />Or Douglas-Fir No.2 or Construction <br />I <br />- -- <br />NO 366$6 <br />I <br />2A <br />r7GC. ✓�/✓Do�v,J Z !�doK_5 M%/S: Co.yA>GY <br />/vir< -/ SB( X.v <br />//✓ CG- ! /ljinJ� --' fc�rvJv� p /� <br />�L ASS <br />LaCS� Tr v Aj <br />(/� <br />4 >� , �� ✓ <br />— <br />S/HE P r <br />4 <br />�/ 2 A /✓�✓ Y L F G <br />L <br />4ov - ie r r1 /c i6- r !7 <br />op <br />r <br />LJ <br />.__._.... ___-..__._._ ____.___.....e�_- _-- _-- ---.____ ._.._—_.— ___— _._...._.___..__.___..____ <br />____.__. <br />� �:_L__ <br />• NA [� <br />o .... C G ____.____. <br />._._ � <br />�r <br />i NC <br />� 1 <br />r. A 1, \ <br />2� <br />�g� r EI E v4 7 I <br />�i <br />tZl����s <br />P YWono — <br />Q <br />Fro ei - z NLiN rte) rii <br />0" O.L. f ;�� ►�� Cji`� rv1 <br />��" vG 4d o'v <br />Zx st l�PS1c E L @ 4ST a <br />74 14— <br />A/ T 5 <br />�r 1 4 oil 61 <br />/j.4 2 s <br />. <br />s• <br />i <br />x <br />7 <br />14k P 4N <br />- - -._20 - /'O' <br />DESIGN CRITERIA <br />Design Wind Velocity ...................110 mph <br />Roof Live Load..... ...................... 28.0 psf <br />Wind Load ... ............................... 32.0 psf <br />Uplift: @ Corneri ........................ 31.8 psf <br />• edges ........................... 48.3 psf <br />• balance ........................ 263 psf <br />Concrete (at 28 days) ..................3000 psi <br />Reinforcing'steel - -- ASTM -A615 - GRADE 60 <br />Minimum lap for # 4 bars = 24" <br /># 5 bars = 30" <br /># 6 bars = 36" <br />#7 bars = 42" <br />Structural steel. ...... ..........................ASThi A -36 <br />Timber .. ........................minimum fb = 1150psi <br />Use• Southern Yellow Pine No 2 <br />i <br />1 <br />— G <br />vUi� p N Ci <br />N <br />� r, s <br />.� / GGN <> r�/ <br />C c��� Sow <br />1. <br />a ,- -� <br />Or Hem- Fir <br />; <br />N �; ?'9 <br />Or Douglas-Fir No.2 or Construction <br />-A. :33611 <br />- -- <br />NO 366$6 <br />2A <br />r7GC. ✓�/✓Do�v,J Z !�doK_5 M%/S: Co.yA>GY <br />/vir< -/ SB( X.v <br />//✓ CG- ! /ljinJ� --' fc�rvJv� p /� <br />�L ASS <br />LaCS� Tr v Aj <br />(/� <br />4 >� , �� ✓ <br />— <br />S/HE P r <br />4 <br />�/ 2 A /✓�✓ Y L F G <br />L <br />4ov - ie r r1 /c i6- r !7 <br />op <br />r <br />fir/ / <br />J <br />.__._.... ___-..__._._ ____.___.....e�_- _-- _-- ---.____ ._.._—_.— ___— _._...._.___..__.___..____ <br />____.__. <br />� �:_L__ <br />• NA [� <br />o .... C G ____.____. <br />._._ � <br />— G <br />vUi� p N Ci <br />N <br />� r, s <br />