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7> - <br />Page 1 of 2 <br />AILLAWAy <br />ENGINEERING <br />PROJECT:CREViER BMW - 1500 AUTO MALL DR., SANTA ANA, CA <br />PROJECT #:4560 <br />CLIENT:UNITED SIGN SYSTEMS <br />10815 RANCHO BERNARDO RD., SUITE 260, SAN DIEGO, CA 92127 <br />PROJECTMANAGER@SULLAWAYENG.COM <br />PHONE: 1-858-312-5150 FAX: 1-858-777-3534 <br />DATE:12/06/20013 <br />ENGINEER: FN <br />PAGES: <br />Ar 3 3* <br />46·10 aM• <br />KM y.ri z.O.ly·100 13'6 3/4·i! 341·11207 ,1 *411/7 <br />21 11 11 It 11 11 11 It )11 /1. <br />54' <br />2 1 2 <br />IO BMWM <br />11 <br />1 "6" <br />'1 <br />6 <br />11 <br />n <br />11 <br />M trevier SM* P <br />0 ELEVATION <br />.1 3/16 <br />47.8 W 15-17 1 15-101'r <br />1 M <br />n + M ¥ '61 .46 .4.9 1.9 . ¥.1- <br />1 ir-1-15.1,3,j•.·Tp!i ARairrECT <br />PLAN VIEW <br />ACCE PTED P <br />r- (E) CANOPY <br />/ STRUCTURElill'llil?i,l!:I,.SEPAR \TE PER. <br />G ELECTRIC. L, PLUFJ <br />1 1/1 nis set of p ins and si <br />- WALL <br />(4.-I 1 (E) SQ. HSS011%615rji and it is <br />SUPPORTSBAQ@D: n same w <br />AT 30-6" MAN. 9-Santa Ana.BRACKET <br />0 <br />8"*8"44" PLATE W/ <br />(4) THRU BOLTS <br />MATCH PLATE DETAILS <br />(E) SQ. HSS 4"x4"x/" <br />TUBE SUPPORT <br />3/16 V <br />MATCH PLATE DETAIL - PLAN VIEW <br />3'-11 <br />-1 Ate accepta ice of this <br />3 held to p irmit nor b <br />provisions of ANY City <br />Accepted By - <br />Date Issued - <br />PROFES <br />EXP. 6/30/2014 <br />\'b SIDE ELEVATION <br />GENERAL NOTES <br />1, DESIGN CODE:49-2010 liEs <br />2, DESIGN LOADS: ASCE 7-05 «3. WIND VELOCITY 85 MPH EXPOSURE C <br />4. TUBE STEEL ASTM A500 GR. B 46 KSI A5. PLATE STEEL ASTM A36,36 KSI <br />6. ALUMINUM EXTRUSION 6061-T6 <br />7. PROVIDE PROTECTION AGAINST DISSIMILAR METALS <br />8. BOLT STEEL ASTM A307 %,049-2420/4 \4 <br />11,11