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HomeMy WebLinkAboutBuilding Plans� r Sb -0 ` sign roce - 1 `' 3'-0' 10'-0" frame 10'-0" frame frame frame 5'-0" I I Front catwalk fac I' , ISGEOund catwalk "' Walkaround cat " wide) (20 1/2" wide) lad Rear access la — W8 I v amJ K d•Jaae LLtlSY NTERMOUNT" :CE ELEVATION 3/16"=1'-0" -- • r a, •{ " l me A x t x b + • • a .3 i k s,E, ' rr r 4r �,i� y, • •':4 x F,� � Ash � 's^• ''��II �•� • . .: IV� Nam' U uMM - r ,4e' 11 1 :x • • 't' ' • ° r mimic MIMMMF s,Sr • S. n.tItsll r�fll 1 i • , tryt}�4 .Ek, i',. �• 'M1I 9^RWk'.v .,rY � t • i i 4 . ��r�� .� F V $ Aimri tt I ',�I • Ixk " •-No reinforcement steel • r : 'XK� 0�16, O + M •—wt 'fir d h Its, i S "hl{9,,+� f}d'�h� .�,1 v gF4i t•a i}y$':f yg,.Y�y Z.` LLi�t'P;C Y'4' h4a 1'Vi� h"Cr '1'�R "'�i• i foundation __�Concrete p 4, N. I • �•p �+�� welded_ °'^" (both si ' a s � M •,,..,� i v _ � � a � SxR F F n n uS x Nl�l V r,.width Walkaround (20 1/2" wi, Rear access detail¢ t L d y „„1ssbss.'llll'rt4��pQ, A K Y K }.'✓. k L 5Y "'--Column Ladder Raps - 3/4 0 rod ' Al% rs - 2 1/2"x 3/ 16 in. to in. i es r } or to meet OSHA P P s <:.. 1" min. Ladder Standouts* • t., 3/8" barstdoK,` ari a "toe clearance, welded to co pipe .r c e x 10 ressure s 64 sf "„• ST'. LL`'CtE COUNTY ("„ This drawing represents Quantum standards, YtE1M FOR there shall be no substituting member sizes or WED BY thickne -Check '" sign location market for stringer and c tion. 4: Pipe m to ASTM A252 grade 2. (U.N.O.) $. Structural steel shall conform to ASTM A-36. Welding shall be in accordance with AWS standards. -Bolts & nuts shall be A325 (UNLESS NOTED) and be zinc or cadmium plated. $IGN Q 8.-Concrete shall attain a 28 day presslve a of Vc = 3000 p,s.i. a g.-Concrete reinforcing steel shalt' A615 grade 60. k '' 10. 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