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10180484_2030 W. CHANDLER - Plan
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10180484_2030 W. CHANDLER - Plan
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Last modified
5/5/2021 8:55:18 AM
Creation date
10/25/2020 5:19:43 PM
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Plan
Permit Number
10180484
Full Address
2030 W Chandler Ave
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-- <br />1--- 5.680 Revisions <br />0.059' <16 GA) <br />0.0700 <14 GA) <br />-\C====/0.105' (12 GA) 00 00 <br />J.WOJ <br />0 0 0 2.I <br />00.090-----1.560 <br />1750 U U -0 <br />00 00 <br />8.(00 --0.042'6.500 <br />0.024'7.E 75 <br />0.032' <br />- -0.040' <br />MUST BE ENCLOSED ---IN MU76 OR. 1LATERALLY BRACED O <br />L <br />e. <br />11-693 <br />1.975 <br />0.125 - - <br />©0 ai <br />--=e- ¥0' <br />10 <br />/REA STANDARD BRACKET <br />-3.000 -2')<6 1/2* HEADER <br />-2.500-4 1 <br />6063 T6 ALUMINUM - HEAVY DUTY BRACKET f-3.000--1 :::6:'432 FOR CLOVERLEAF POSTS <br />FOR CLOVERLEAF POSTS <br />0.042'xyXB' HEADER/RAFTER <br />3004 H34 /i) STEEL C BEAM ASTM Fy = 36 KSI <br />3004.H34 <br />UB/' A653 GRADE 50 <br />ASTM A123 G75 Sio (09 <br />5.680 · W7te,a =/1MU <br />77 <br />- 1.500 h <br />r e <br />0.060 --11101 - 2?© <br />0.090-1 - -0.250 0.090- ·- <br />BRACKETS FOR 1.5' SQ TWIN POSTS <br />6063 T6 ALUMINUM <br />MU <br />81 <br />5.683 <br />ru <br />ALUM BRACKET <br />FOR 3' SQUARE <br />POSTS 6063T6 <br />0.090- - <br />ttap- i W , »r 34.44 3 ,- <br />NU /*) <br />q€*5/ <br />DEC 5 2011 <br />MU <br />83r-FOUR HOLES FOR STANDARD BRACKET <br />0.300 7 1 1/4' BOLTS FOR 3' SQUARE POSTS <br />-2.308- -2.375-1 ALL BRACKET - <br />6063 T6 ALUMINUM <br />-2,702-- 0 <br />DIMENSIONS 1 - <br />in EXCEPT THICKNESS --0.135 <br />- -0.090 r-I -0.0904 ARE APPROXIMATE ;- \--TWO HOLES FOR A - <br />3/8' BOLTS n.1 <br />rAA 'U. BRACKET 'U' BRACKET 3.5'Xy I BEAM POS¥ BRACKET , <br />FOR CLOVERLEAF POSTS <br />\23/ FOR 3' SQUARE POSTS <br />ALUM 6063-T6 <br />6063 T6 ALUMINUM <br />6063 T6 ALUMINUM <br />E .028' <br />[--5,875' or 6.875' - <br />0.0321 1 0.0621 I <br />ALUM HEAVY DUTY BRACKET (6063T6)0.125' ALUM 'H' <br />0.032' ALUM i FOR 3' AND 4' SQUARE POSTS BRACKET 6063-T6 < N:% <br />-0,040' ALUM B 00.043' STEEL JU <br />4 <br />MU <br />85 <br />0 <br />g <br />ei <br />5.875 <br />MU <br />88 <br />AW <br />1 1 <br />3' LOCKSEAM POST fiht.5· SQ TWIN POST miht.5' SQ TWIN POST <br />A-653 GRADE 40 STEEL \29/3004 H34 ALUMINUM \21/6063T6 ALUMINUM <br />3004 H34 ALUMINUM <br />#14 SMS 2 24' <br />0/C TYPICAL- <br />3/16' or-- <br />V 4' <br />SEE MU112r )2*<LA0.095?· <br />--3,000 <br />r-0.0249<39(30 Yarl Putnam. P. E. <br />/ SQUARE POST 3441 IVYLINK PLACE <br />LYNCHBURG, VA 24503 <br />CARLPUTNAM@COMCAST,NET <br />-3=, 4' OR 5' - <br />/2 4' OR 5' ASTM A50043/ GRADE A STEEL POSTSSEE GEN NOTE #13 FOR <br />CORRSOSION PROTECTION <br />12(-3 Ext=} tacm /onno }Arn ioi€,9011 <br />D.055 3 <br />t--- <br />r t <br />\231'3• <br />8595' X39 <br />ASTM A500 GRAZE A <br />STEEL POST <br />SEE GEN NOTE #13 FIJi? <br />CORROSION PROTECTION <br />/Noh FLUTED <br />43/ ALUMINUM POST <br />6061 T6 <br />SQUARE POSTS <br />ALUM 6063--I-6 t= 0.120' <br />Page 28 of 101 <br />MU <br />97 3'x3' ALUM POST <br />t= 0.024'3004 <br />0.024')<2'%6,5' <br />ALUM SIDEPLATE <br />H34 <br />h - -4 <br />-=L <br />' POST WITH <br />*IDEPLATES <br />Drunn By <br />CMP <br />Check By <br />CMP <br />Date <br />Rename <br />MUSA06.DWG <br />Scale Page #NTS <br />r <br />C /1 ·3)· W40-9UUU
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