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70' -8 1/2' <br />1 <br />la <br />, <br />I <br />I <br />r <br />SEE S 10 FOR <br />ENLARGED PLAN � ��\ \\ \�. \` � � / .�• � / `\ �ti s <br />�, \� ,' , ti e <br />Cl <br />LLJ <br />LLj <br />�\ , � \ Ue \ ''�pQ k � / / `� o \ ♦\ /'�' b oo � ,'1p <br />o <br />ROOF FRAMING PLAN <br />/ SCALE: 1/8' = 1' -0' �\ <br />/ SP INDICATES SPECIAL CONSIDERATION JOISTS - �\ <br />SEE STRUCTURAL NOTES. <br />� - INDICATES BOTTOM CHUPD EXTENSION WELD <br />� TO COLUMN ONLY AFTER ALL DEAD LOAD IS IN <br />PLACE. <br />0 <br />ROOF MOUNTING E©UIPMENT <br />DESIGN LOADS: <br />HP -1 <br />= 3575 # <br />HP -2 <br />= 3575 # <br />HP -3 <br />= 1810 # <br />HP -4 <br />= 1810 # <br />HP -5 <br />= 1810 # <br />�J <br />--t <br />SUM08S06 <br />CD <br />Z <br />H <br />�l <br />H <br />m <br />w <br />U <br />H <br />LL <br />O <br />C� <br />h-� <br />Ll..! <br />m <br />87056 <br />5 -6 <br />---i <br />23' -2 1/4' <br />6 E0. SPACES <br />24' -4' <br />6 E0. SPACES <br />r 1 h 'l-N <br />23' -2 1/4" <br />6 EQ. SPACES <br />1 <br />0 <br />c + \ TS 2 1/2X2 1/2X3/16 I S -7 I TS 2 1/2X2 1/2X3/16 <br />o + <br />3x3 CONT. 'd14x22 ' MC 'W,14x22 - MC ' MC W14x22 - ' 45" Jy`oa <br />ti \ TYP. <br />T.O.S. 123' -i' *" �- r'S. <br />\o 0 <br />/ i 1 <br />A. / rt rt tt rt N N N N N rt rt t .t Y <br />ti \� I Y Y Y Y YI YI YI Y Y Go <br />Y Y Y Y <br />Vo , / o f o � NI v I cfl cn I cn co I cn I v I NI <br />♦ / . rt r1 Tt rt t <br />A N <br />A. <br />oll <br />o , ti \ s \ <br />V o , o / fl 12 x 16 <br />y. �� \ \ • / �, T . 0 . S . 123 \ i <br />Al <br />A. <br />\ , / / -�y0 / / /� \ /y, ti t / / \ ` / .�� ►,2p `\ , \ ` \ ♦ \b ` <br />0 <br />je <br />V v P-3 <br />Al <br />\ ' <br />AV <br />J �\ / 0�0 9/ , \ \ I CPENI ♦/ /�_ 6 \ O , \ ♦ \J /' ' ♦ ♦\ <br />O j,S' ` �`� �/ ` o ff: / 1 4" CONC. I \\ �� / �• \ 9� \ / o ,- � <br />�'� C ' / '/' ,' `� I SLAB I > \ \ , �, • / \J \ \� <br />•o/ \ <br />-.r ,- aa`L \ \ \♦ / / ♦ -L2 1/2X2 1/2x1/4 , <br />123 - 7, . �'� / / \ \ <br />5� / c� Y •C' \ �! /� ` /� `�` \ / / �\o�, `�\ 1 CROSS BRIDG. (TYP.) <br />X04 5' o / G /� I 1 �p k \ o, <br />�� `�` / , O ' �� f I rl TS 2 1 /2x J ' ' \ ti\ ♦ �' , �♦ , ♦ b0 ,,1 ♦` �' \\ \ ' <br />/ \ /\ // � / �, � \ �� � `� • ?J ,' Q�' � ' 2 1/2x3/16 ' s� `\ � ,' \ , lsi ♦ ��- '� , ` �i oof, <br />ti p , 's b y , �.� 1 \ i < i \ �/ i ♦ ♦ , ,1 h' •\ , p ` , l �,/ <br />/ 9 , <br />A. <br />CNJ <br />OPEN � / ♦ y •1p \ , / � \ � / / \ <br />A. <br />i�- / vO \ '/ \ O, \� / O , ♦\ p 5 \♦ /\ p HP -� \ / /� , �• <br />HP i \ / l / Je \ ' .1 <br />��• / \/ p. / <br />IV <br />O <br />Zr y 3 <br />m O v <br />L L <br />� U <br />U <br />Z cn <br />H i c*l <br />U) M rr <br />W ° <br />H � u- <br />Q <br />H a <br />U a <br />Q� <br />w <br />W z <br />f-. <br />C7 w a <br />O <br />J za <br />• -j vi <br />0 z V4 <br />U N <br />Ll - <br />c-_ <br />v <br />` ,' \ \� �' >c / . �, •\ Lixixi /8' HORIZ. <br />BRIDG . (TYP . ) <br />T 0 S 123' -9 <br />