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10179426_1514 E. PORTOLA - Plan
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10179426_1514 E. PORTOLA - Plan
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Last modified
5/3/2021 8:32:17 AM
Creation date
10/25/2020 5:16:04 PM
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Plan
Permit Number
10179426
Full Address
1514 E Portola Ave
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8.(00 <br />E#h <br />EW <br />- -0.042-6.50[] <br />-0.059' a6 CIA) <br />0.070' a4 GA) <br />0.105' a2 GA) <br />/- MUST BE ENCLOSED <br /> IN LA[34 <br />0.024' <br />6.032' <br />- -0,040' <br />110.875' <br />1.975 <br />09&'I <br />5.683 <br />0 0 <br />0.090 <br />5.603 <br />1 - 100 0 0 <br />23750 0 0 8 <br />0 0 0O 0 <br />. I <br />/0 <br />0 <br />00 0.125-- <br />STANDARD BRACKETFOR CLOVERLEAF POSTS ' -1 ' <br />6063 T6 ALUMINUM <br />-3.000-2°%6 1/2' HEADER -2.500-4 1 HEAVY DUTY BRACKET 1-3.000-1 <br />- FOR CLOVERLEAF POSTS <br />0.042'xy)(8' HEADER/RAFTER CLA 3004 H34 /CA STEEL C BEAM ASTM Fy = 36 KSI <br />3004 H34 'a/86) A653 GRADE 50 ASTM A123 G75 <br />5.683 <br />-2,750-ALUM BRACKET <br />FOR 3' SQUARE <br />POSTS 6063T6 <br />0.090-- <br />5.680 <br />1 <br />h <br />0,090- -DEC 5 2011 <br />STANDARD BRACKET <br />-a703 <br />FOR 3' SQUARE POSTS <br />-0.090 R _2.308- -2.375-1 <br />6063 T6 ALUMINUM -3.344- <br />€U 1,5. - |-0.090 · ALL BRACKET <br />'U' BRACKET 1 1 DIMENSIONS ; - _ -0.125- EXCEPT THICKNESS A - <br />FOR 3' SQUARE POSTS ARE APPROXIMATE co (11 <br />6063 T6 ALUMINUM /EA 'u' BRACKET cs - -0.188' <br />KE./ FOR POSTS IN DETAIL LA15 -1 5£75 <br />CU <br />6063 T6 ALUMINUM <br />.028= <br />LA <br />11 <br />r <br />20.1400 <br />0 <br />0-000'8 -[-2.375-].032' ALUM <br />-225'-.040' ALUM <br />.043' STEEL 1 1 1 1 <br />1.5' - 1--0.060'1-9 or 279 1 -1 -0.062' <br />1.1- 11 <br />3' LOCKSEAM POST OUTSIDE INSIDE <br />A-653 GRADE 40 STEEL RAFTER/HEADER OUTSIDE AND INSIDE <br />3004 H34 ALUMINUM 'U' BRACKETS (6063TG ALUM) FOR 2' <br />AND 3' WIDE RAFTERS <br />5.875' OR 6.875' - <br />ALUMINUM HEAVY DUTY BRACKET <br />FOR 3' AND 4' POSTS <br />6063T6 <br />-- <br />0.125' ALUM 'H' <br />BRACKET 6063-T6 <br />2. or k <br />-W. 4- cr V <br />3' or 5' ASTM A500 GRADE A <br />STEEL POSTS SEE GEN NOTE #13 <br />FOR CORROSION PROTECTION <br />EC ESR 1953 {2009IBC) 12/5/2011 <br />-3' or 4'- <br />3' CiR 4' ASTM A500 GRADE A <br />STEEL POSTS SEE GEN NOTE #13 <br />FOR CORROSION PRO't E£ l'AEN, <br />1 3, <br />1 <br />FLUTED <br />ALUMINUM POST <br />6061 T6 <br />SQUARE POSTS <br />ALUM 6063-TS t= 0.120 <br />E = 3° or 4' <br />Page 4 of 101 <br />-WIDTH- <br />r 0.0249<3'Xy <br /> SQUARE POST <br />#14 SMS @24' 0/C <br /><TYP) SEE LA24 <br />ALUM LOCKSEAM TUBE <br />0.024'X3'X3' 3004H34 0.024'*29(6.5' <br />0.032'X3'X3' 3004H34 ALUM SIDEPLATE <br />0.040'*3'X3' 3004H34 <br />0.018'*2'X2' 3105H14 L==. <br />0,018'*2'x3' 3105H14 3° POST WITH0,018'Xl.5'Xl.5' 3105H14 SIDEPLATES <br />B - <br />t-H(IT <br />t <br />LA <br />22 <br />r Revisions <br />L <br />IXQ <br />4 <br />39 <br />15 * <br />j 20 <br />Carl Putnam, P. E <br />3441 IVYLINK PLACE <br />LYNCHBURG, VA 24503 <br />CARLPUTNAM@COMCAST.NET <br />CVP <br />Check By <br />CMP <br />FRencme <br />LAT02.DWG <br />Scale Page # <br />NTS <br />ILOLL <br />* LICEN *AEER <br />2-I <br />. <br />1
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