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7 <br />C <br />5 <br />21 <br />3 <br />2 1 1 <br />Ioil <br />C <br />0 <br />GENERAL NOTES: <br />1. ALL STRUCTURAL STEEL, UNLESS OTHERWISE NOTED, SHALL BE ASTM A-36, MINIMUM <br />YIELD STRENGTH 36,000 PSI. <br />2. ALL STRUCTURAL ALUMINUM MEMBERS, UNLESS OTHERWISE NOTED, SHALL BE OF <br />ALLOY 6063-T5 OR GREATER. <br />3. ALL HOLES TO BE DRILLED OR PUNCHED. <br />4. STEEL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY STANDARD D1. <br />1-10. ELECTRODES SHALL CONFORM TO AWS 5.1, CLASS E70S-5. <br />5. ALUMINUM WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY STANDARD <br />D1. 2-08. ELECTRODES SHALL CONFORM TO AWS/SFA 5.10 CLASS ER4043. <br />6. ALL WELDING TO BE DONE AT TOLAR MANUFACTURING COMPANY, INC. FACILITY. <br />7. ALL CORPORATE PROCEDURES, INCLUDING FABRICATION, MUST BE IN COMPLIANCE <br />WITH TOLAR MANUFACTURING CO. INC'S QUALITY CONTROL MANUAL. <br />8. THE CONCRETE PAD SIZES SHOWN ARE STANDARD MINIMUM REQUIREMENTS AND <br />ARE FOR REFERENCE ONLY. THE PAD MAY NEED TO BE REINFORCED OR ENLARGED <br />DEPENDING ON LOCAL CODES AND LOADING CONDITIONS. <br />3 1/2" MINI <br />(SEI <br />T-6 11 <br />SIDE VIEW <br />SCALE 1/2 "=1 '--0" <br />I )FTATI R <br />SHOE WELDMENT/ ANCHORING <br />SCALE 2" = 1 '--0" <br />6" <br />/2" <br />-0" MINIMUM CONCRETE SLAB 6' <br />(SEE NOTE 8.) <br />0 <br />11'-5 3/8" <br />11'-5 3/8" <br />USC SOLAR LIGHTING SYSTEM <br />TBD BY SIZING <br />SCALE 112"=1'-0" <br />VIMUM CO <br />SEE NOTE F <br />11'-3 3/8" <br />SECTION A -A <br />FLOOR PLAN <br />SCALE 1/2"=1'-0" <br />,.,,JF PANELS, <br />1/8 THK ALUMINUM (3) <br />32. GAL. STRAP TRASH CAN W/ HINGE DOOR, <br />HASP LOCK (PADLOCK BY OTHERS), <br />FLAT LID OPTION WITH TAMPER PROOF SCREW! <br />REAR WALL TUBING WELDMENT, <br />2-1/2 ROUND ALUMINUM TUBE ENCAPSULATING <br />1/8 THK ALUMINUM PERF. <br />SUNSET POST <br />(ALUMINUM EXTRUSION) <br />1'-0" <br />ALUMINUM ESCUTCHEON COVERS <br />6' CUSTOM SANTA ANA STEEL STRAP BENCH <br />WITH (2) SEAT DELINEATORS <br />3Q <br />DETAIL A <br />SCALE2" = 1'--0" <br />SIDE VIEW <br />SCALE 112"=1'--0" <br />01/2" X 4-1/2" HILTI TZ <br />STN STL ANCHORS <br />(4 PER POST) <br />INSTALLED PER ESR-1917 <br />09 X 1/2 THK ALUMINUM SHOE FLANGE <br />THE DESIGN AND DRAWINGS REMAIN THE <br />INTELLECTUAL PROPERTY OF TOLAR MFG. <br />AND ARE PROTECTED BY LAW. THEY MAY <br />NOT BE ALTERED, REPRODUCED OR USED <br />FOR FABRICATION WITHOUT EXPRESSED <br />WRITTEN CONSENT FROM TOLAR MFG. <br />ALL DOCUMENTS TO BE RETURNED TO <br />TOLAR MFG.. AT COMPLETION OF WORK. <br />CONTRACTOR TO SITE VERIFY ALL DETAILS <br />AND DIMENSIONS AND REPORT ANY AND <br />ALL DISCREPANCIES TO TOLAR MFG.. <br />BEFORE COMMENCING WITH THAT RELATED <br />PORTION OF THE WORK. <br />08 1/2" LOGO PLATE <br />W/ DECAL BOTH SIDES <br />ARTWORK PROVIDED BY <br />CUSTOMER <br />TOLAR MANUFACTURING COMPANY, INC <br />TOLAR <br />258 Mariah Circle, Corona CA. 92879 <br />DESCRIPTION <br />12' AD SUNSET SHELTER <br />CUSTOMERNENDOR <br />SANTA ANA, CA <br />SIZE I MATL. DWG NO. REV <br />D VARIES 37884-00 <br />SCALE DATE DRAWN BY: <br />AS NOTED 6/15/2020 RFarr <br />C <br />0 <br />7 <br />L <br />5 <br />51 <br />3 I 2 1 <br />T:\Inventor\Shelters\Ad Custom Dome\37884-OO.idw <br />1 <br />