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10180120_1125 N. JACKSON - Plan
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10180120_1125 N. JACKSON - Plan
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Last modified
5/3/2021 7:01:12 PM
Creation date
10/25/2020 5:18:17 PM
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Plan
Permit Number
10180120
Full Address
1125 N Jackson St
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0.06[ <br />:gll 1 <br />0.0590 (16 GA) <br />0.070' a4 GA) <br />0.105' <12 GA) <br />8.(00 --0.042-6200 <br />0.024'7£75 <br />0032' <br />-- -0.040°MUST BE ENCLOSED <br />0,-IN MU76 ORLATERALLY BRACED <br />5.683 <br />Raisions <br />0 0 0 <br />0 <br />0 2.3750 0 0 0 <br />0 0 6 <br />0 0 <br />0 0 <br />5.683 <br />0 log <br />0890---1.560 - <br />L975 <br />0.125 - - <br />©0 <br />/ia STANDARD - BRACKETd UV FOR CLOVERLEAF POSTS <br />76 // <br />-2.500-1 1 6063 T6 ALUMINUM HEAVY DUTY BRACKET !-1000-1 <br />-3.000-2'X6 1/2' HEADER . FOR CLOVERLEAF POSTS <br />0.042'x3'Xe' HEADER/RAFTER 3004 H34 .STEEL C BEAM ASTM <br />Fy = 36 KSI <br />- 3004 H34 -- <br />A653 GRADE 50 <br />ASTM A123 G75MU <br />78 <br />5.683 <br />0 1 <br />- 1.500 [- <br />5.683 <br />LU I <br />nnon_ <br />ALUM BRACKET <br />FOR 3' SQUARE <br />POSTS 6063T6 <br />0.250 <br />- 2.78 <br />BRACKETS FOR 1.5' SQ TWIN POSTS <br />6063 T6 ALUMINUM <br />0.090- - <br />-2.750 - <br />0.090 - - <br />DEC 5 2011 <br />r- FOUR HOLES FOR STANDARD BRACKET <br />0ttLlg2/4. BOLTS FOR 3' SQUARE POSTS <br />-2.308- -2.375-1 ALL BRACKET --606341-6 ALUMINUM -3.344- <br />-2.702- <br />DIMENSIONS f <br />-I .- <br />8 EXCEPT THICKNESS --0.135 <br />- -0.090 4 -0.090 1m ARE APPROXIMATE <br />- -0.125 <br />3/8' BOLTS (11< TWO HOLES FOR b <br />00 <br />'U' BRACKET <br />'U' BRACKET 3.59<3' IBEAM POST BRACKET M <br />6 - -0,188' <br />FOR CLOVERLEAF POSTS <br />FOR 3' SQUARE POSTS <br />ALUM 6063-T6 <br />6063 T6 ALUMINUM <br />------7 <br />6063 T6 ALUMINUM <br />MU <br />84 <br />4 <br />MU <br />85 4v ru <br />T1 <br />3.000 - <br />E'02e. <br />-5,875' or 6.875' - - <br />0.0321 <br />0.125' ALUM 'H' 1ALUM HEAVY DUTY BRACKET (6063T6) <br />0.032' ALUM <br />-0.040' ALUM0.043' STEEL FCIR 3' AND 4' SQUARE POSTS BRACKET 6063-T6 j0.062 -1 1 <br />[23 g <br />MU <br />89 <br />y LOCKSEAM POST <br />A-653 GRADE 40 STEEL <br />3004 H34 ALUMINUM <br />41.5' SQ TWIN POST <br />93004 H34 ALUMINUM <br />MU <br />91 <br />L5' SQ TWIN POST <br />6063T6 ALUMINUM r-0.0249(3'Xy Yarl Putnam, P. E. <br /> SQUARE POST 3441 IVYLINK PLACE <br />-- MOO--1 #14 SMS @ 24' <br />LYNCHBURG, VA 24503 <br />3/16' or <br />0.095?*201 <br />CARLPUTNAM@COMCAST,NET <br />0/C TYPICAL-- <br />1/4' <br />SEE MU112 <br />/»-4 Cruwn By <br />0024'X29(65' Ched m ---1. <br />ALUM SIDEPLATE Date <br />O% 4 OR 5' ASTM A500 <br />&895' Xye <br />al =El=U <br />/GRADE A STEEL POSTS ASTM A500 GRADE A CER FLUTED <br />3*3' ALUM POST <br />SEE GEN NOTE #13 FOR <br />STEEL POST 423/ ALUMINUM POST SQUARE POSTS t= 0.024'3004 H34 <4 8' POST WITH Fnenarne <br />CORRSOSION PROTECTION SEE GEN NOTE #13 FOR <br />6061 T6 <br />At-UM 6863-T6 t= 0.1200 -SIDEPLATES - MUSAOGM* Scale Page f <br />- NTS <br />CORROSION PROTECTION - <br />5,E75 <br />S/0 <br />U <br />C6 9 <br />15 * <br />JU 1 1 <br />* LICENS *ASER <br /> D.05: <br />MU <br />-3'. 4' OR 5' - <br />94 <br />1 <br />t <br />t <br />MU <br />97 *IL <br />ICC ESR 1953 (2009 IBC) 12/5/2011 <br />Page 28 of 101 <br />(713)· 946-9000 <br />04,tr,-
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