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I=VUTDTT i <br />8 1 7 1 6 <br />GENERAL NOTES: <br />SOLAR MOUNTING BRACKET <br />1. ALL STRUCTURAL STEEL, UNLESS OTHERWISE NOTED, <br />USC RAD50-93 <br />SHALL BE ASTM A-36, MINIMUM YIELD STRENGTH 36,000 <br />SOLAR LIGHTING SYSTEM <br />PSI. <br />2. ALL STRUCTURAL ALUMINUM MEMBERS, UNLESS <br />SOLAR MOUNTING BRACKET <br />OTHERWISE NOTED, SHALL BE OF ALLOY 6063-T5 OR <br />D GREATER. <br />3. ALL HOLES TO BE DRILLED OR PUNCHED. <br />4. STEEL WELDING SHALL CONFORM TO A <br />ELECTRODES <br />WELDING SOCIETY STANDARD Dl. 1-10. ELECTRODES <br />SHALL CONFORM TO AWS 5.1, CUSS E70S-5. <br />5. ALUMINUM WELDING SHALL CONFORM TO AMERICAN <br />WELDING SOCIETY STANDARD DI. 2-08. ELECTRODES <br />SHALL CONFORM TO AWS/SFA 5.10 CLASS ER4043. <br />6. ALL WELDING TO BE DONE AT TOLAR MANUFACTURING <br />COMPANY, INC. FACILITY. <br />7. ALL CORPORATE PROCEDURES, INCLUDING <br />FABRICATION, MUST BE IN COMPLIANCE WITH TOLAR <br />DETAIL E <br />MANUFACTURING CoINCS QUALITY CONTROL MANUAL. <br />8. MINIMUM 240 HOUR SLAB CURE PRIOR TO ANCHOR <br />SCALE 1 / 8 <br />INSTALLATION <br />D-- <br />SC <br />2" X 2" X 1/4" W.T. <br />ALUM.TUBE <br />Cl <br />PLATE SHOE WELDMENT DETAIL <br />SCALE 1 / 4 <br />09 X 112" <br />ALUM. PLATE <br />POST <br />(ALUM. EXTRUSION) 01/2" X 4-1/2" HILTI TZ <br />INNER TUBE STN STL ANCHORS <br />(2" X 2" X 1/4" W.T.) (4 PER POST) <br />INSTALLED PER ESR-1917 <br />B 3/8-16 X 3" SFN SFL BUTTON <br />SOCKET HEAD BOLT <br />(W/ LOCK WASHERS & HEX NUT) <br />oiuL ViLVV <br />21/2" CENTER OF ANCHOR <br />HOLE TO CENTER OF SHOE <br />PLATE <br />SECTION D-D <br />SCALE 1 / 4 <br />REAR POST <br />(ALUM. EXTRUSION) <br />3/8-16 X 3" STN STINUT) <br />SOCKET H <br />(W/ LOCK WASHERS & 31/4" MINIMUM <br />EFFECTIVE <br />I/2" EMBEDMENT <br />+ �D <br />T T-- <br />A 6"' MIN. <br />L v <br />x4 REBAR 12' OC, E.W. DETAIL C <br />W/ 3" BOTTOM & EDGE CLEARANCE SCALE 1 / 8 <br />#14 X 1" TEK <br />TAMPE <br />DETAIL F <br />SCALE 1 / 2 <br />5 <br />TOP VIEW <br />FRONT ELEVATION <br />3 <br />5/16" X 1" <br />7 PER ROO <br />DETAIL B <br />SCALE 1 / 4 <br />3LOR: 1/4" FLANGE HEX NUT <br />RAFFIC BLUE AND HER, STN STL <br />�NENTS (8 PER ROOF PRESSURE RIB) <br />ROOF PANEL, <br />1/8" ALUMINUM <br />RESSURE RIB (ALUM . EXTRUSION) <br />WITH RUBBER SEAL <br />ROOF RIBS <br />(1/2" ALUM. PLATE) <br />21/2" ROUND ALUM TUBE SECTION A -A <br />1/8" ALUM PERF FASCIA SCALE 1 / 8 <br />DETAIL POST/ BEAM EXTRUSION <br />SCALE 2 / 3 <br />L/\I Il IJi I 1 <br />1 <br />DATE I APPROVED <br />N STL BUTTON <br />BOLT <br />;HERS & HEX NUT) <br />NT <br />OTRUSION) <br />-3/8-16 X 3" STN STL BUTTON <br />SOCKET HEAD BOLT <br />(W/ LOCKWASHER & HEX NUT) <br />FRONT POST <br />(ALUM. EXTRUSION) <br />SNAP -IN APPLIED <br />AFTER INSTALLATION <br />R Tolar Manufacturing Company, Inc <br />TOLA <br />Po 258 Mariah Circle, Corona CA. 92879 <br />rnox ITNON AD SUNSET SHELTER <br />SANTA ANA, CA 1 OF 1 <br />n 12, 35835-03 <br />1118 �'E 12/19I2M2 NNBY- 3aaia <br />Dome�35835-03.idw <br />