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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 Di. <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 />M <br />5'-9 3/16" <br />3'-9 3/4" V.O. <br />07� <br />GRAPHIC SIZE: <br />47-1/4 X 68-1/4 8'-51/2" 8'-101 <br />11/16"V.0. GLASS SIZE: 3/16"X <br />47-5/16X 68-5/16 7-19/16" <br />B <br />SIDE VIEW <br />SGLE112"=}-0" <br />11'-5 3/8" - <br />PANELS, <br />1/8 THK ALUMINUM (3) <br />USC SOLAR LIGHTING SYSTEM <br />TBD BY SIZING <br />32. GAL. STRAP TRASH CAN W/ HINGE DOOR, <br />HASP LOCK (PADLOCK BY OTHERS), <br />FIAT LID OPTION WITH TAMPER PROOF SCREWS <br />REAR WALL TUBING WELDMENT, <br />aw Rom SI w 2-1/2 ROUND ALUMINUM TUBE ENCAPSULATING <br />1/8 THK ALUMINUM PERE <br />/2" i 10'-9 1/2" (ALUMINUM EXTRUSION) <br />6'-9" MIN, CLEARANCE <br />006660606069 <br />� ;A[ <br />sA14a'wwrrw <br />j FRONTVIEW ALUMINUM ESCUTCHEON COVERS <br />s[4IE1/z°=1'-0" 6' CUSTOM SANTA ANA STEEL STRAP BENCH <br />WITH (2) SEAT DELINEATORS <br />SIDE VIEW <br />1/2" LOGO PLATE <br />DECAL BOTH SIDES <br />TWORK PROVIDED BY <br />STOMER <br />13'-3 3/8" MINIMUM CONCRETE SLAB <br />(SEE NOTE 8.) <br />2"X 2" X 1/4" THK <br />ALUMINUM TUBE STN X4TZ <br />1'-0" 11'-3 3/8" 1'-0" STL ANCHORS <br />ORRS <br />(4 PER POST) <br />INSTALLED PER ESR-1917 <br />r—-------------------- —r <br />09 X 1/2 THK ALUMINUM SHOE FLANGE <br />ADA 30 X 48 __ 1'-10 5/8' <br />31/2" MINIMUM EMBEDMENT 2'-311/16" <br />(SEE NOTE 8.) \ <br />6'-0" MINIMUM CONCRETE SNB 0 ®! DETAIL A <br />e T (SEE NOTE 6.) 1` A SGLEa"=1-0^ <br />o ' <br />6. <br />D 1 <br />D-o e D n e <br />ry ETEu�aGU PROPEMOFTOUR a TOLARMANUFACTURINGCOMPAN <br />Y, <br />L------------------------- Nm9EALF`_C6E�Roo EP__' oE��1LA <br />----J TOL 258 MenaM1 Circle, Corona CA.929T9 <br />DETAIL B <br />SHOE i LDMENT CHORING me,�CON ENTIF Tout— IZADSUNSETSNELTER <br />Cz= eiuncil 22 —5 NEE osA/2 a. n a.e <br />AN. PNA CA <br />sCAlE U2"=1'-0' °oiscREReuciES TOmuRMFO.. pE vueiEs a37884-00 <br />PORTION OF BEFORE COMMENCING NTH TxnTREUTO'XcO NOTED "' 6115I2020 ­ RFarr <br />2 I 1 <br />T:\Inventor\SheRers\Ad Custom Dome\37884-00.idw <br />