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,1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING GRADES UNLESS <br />NOTED: <br />WIDE FLANGE ASTM A992 W GR 50 <br />PLATES ASTM A36 <br />TUBES ASTM A5O0-GRADE B <br />PIPE COLUMNS ASTM A53-GRADE B <br />MACHINE BOLTS ASTM A307 <br />2. WELDING ELECTRODES SHALL CONFORM TO 270XX. <br />3. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS UNDER THE <br />SUPERVISION OF A SPECIAL INSPECTOR OR IN A SHOP OF AN APPROVED <br />FABRICATOR. A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMING <br />THE WELDING OR A REPORT FROM THE SPECIAL INSPECTOR MUST BE <br />FURNISHED TO THE JOB INSPECTOR PRIOR TO FRAMING APRROVAL. <br />4. STEEL FABRICATOR SHALL SUBMIT HOP DRAWING TO THE ARCHITECT PRIOR <br />TO FABRICATION, <br />5. STEEL SHALL BE FABRICATED IN A ICC APPROVED SHOP. <br />- 1/4" TEMPERED GLASS -CLEAR <br />»13 F- 1-1/4"xl" CONTINUOUS ALUM CHANNEL W/ <br />SILICON GASKET INTEGRAL IN ALUM <br />POST COVER <br />-PAINTED ALUM POST COVER -SEE <br />SECTION DETAIL <br />1-1/2"xl" STL. CHANNEL POST @ 640"0.C <br />MAX. -WELD TO BASE PLATE <br />- 4- 3/8"x4" LONG STAINLESS STL. LAG <br />BOLT @ BASE PLATE <br />4"x4" BASE PLATE WELD TO 1-1/2"xl" <br />STL CHANNEL POST -SET BASE PLATE <br />ON 12"X12" PATCH OF "PEEL & STICK" <br />MODIFIED BITUMEN WATERPROOF <br />FLASHING <br />EXISTING DECK <br /> 2515774 -1-:11 <br />2AN. 31. tot,9)21 GUARDRAIL -PLAN <br />gRENEWAL j .j <br />W¥G NEW ADDITION & REMODEL FOR: <br />WALLACE HEARTHSTONE APARTMENTS <br />DESIGN GROUP 2243 EAST SANTA CLARA AVE. SANTA ANA, CA 13-0619 FD-1JOBNO <br />30100 TOWN aNIE De. <br />SUITE 0304 <br />LAG,MA ,«le. CA 92617 GUARD RAI L 10 OCT 2013 SHT 3 OF 5 <br />949/ 243683 16 OCT 208 <br />0 <br />1 3-1/ 4. 6:22 #4 1: MEI