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MODEL D581 OOA <br />DELUXE GUARD ATTENDANT BOOTM STYLE <br />MANUFACTURED FOR: <br />FULLMER CONSTRUCTION <br />5LOVER II GUARD BOOTH <br />BY: B.I.G. ENTERPR15E5 <br />9702 E. RUSH 5T <br />50UTH EL MONTE CA 9 1 733 <br />DRAWING TITLE <br />SKEET <br />NUMBER <br />COVER PAGE <br />I <br />LEFT � FRONT ELEVATION <br />2 <br />RIGHT * REAR ELEVATION <br />3 <br />FLOOR PLAN <br />4 <br />ROOF SECTION * DETAILS <br />5 <br />GENERAL NOTES <br />G <br />DESIGN CODE: 2013 CBC, 2012 IBC and A5CE 7-10 <br />GENERAL INFO BUILDING CLASSIFICATION SEISMIC DE51GN DATA <br />8' x 10' x 7' 1 1 "TALL <br />SINGLE STORY <br />OCCUPANCY: ONE <br />80 5Q FT <br />ONE UNIT <br />B.I.G. ENTERPROE5® <br />Occupancy Category II <br />Occupancy Use Group: U <br />Construction Type: V-B <br />GRAVITY DESIGN DATA <br />Roof Live Load = 25 P5F <br />Roof Dead Load = 5 P5F <br />Floor Live Load = GO P5F <br />WIND DE51GN DATA <br />Mapped Spectral Response 55= 1 .G 13, 51=0.701 <br />Spectral Response coefficiant5 5D5= I .07G, 5D1=0.70 1 <br />5ei5mic Design Category: D <br />Basic Seismic force F;e515tinoj System C.4 <br />Design Base Shear C.3 I x 5e15MIC Weight of Structure <br />Response modification factor R=3.5 <br />Analy515 procedure used: Allowable Stress Design <br />FOUNDATION: <br />The foundation work 15 all field designed and installed <br />by others. The foundation work 15 to be in accordance with <br />local codes and soil cnnr;lltinns. <br />(SIMPLIFIED METHOD) <br />Basic Wind Speed (3 sec (5just) VUlt= 1 15 MPH Va5d=90 MPH <br />Wind Exposure C factor 1.2 1 <br />Design Wind Pressure components * cladding <br />Uplift 48.28 p5f, Horizontal 38.GO p5f <br />THE5E PLANS, DRAWING5, AND/OR CADD FILE5 ARE THE <br />COPYRIGHTED WORK OF B I.G. ENTERPRISES AND 15 A <br />TRADEMARK Of 5 I.G. FNTEPPP15If5. COPYING OR UNAUTHORIZED <br />U5E OF THE5E DESIGNS OR 1T5 LIKENE55 WILL 5E PROSECUTED <br />TO THE MAXIMUM EXTENT PERMITTED UNDER APPLICABLE STATE <br />AND FEDERAL LAW. p B.I.G ENTERPR15E5 1955 ALL RIGHT5 <br />RE5ERVED <br />FEBRUARY 10, 2014 <br />F- <br />W <br />W�o(0 <br />U) <br />rn <br />o� 0 <br />Z CV H <br />o a�o <br />Z <br />N (n <br />O (D J <br />� J Q <br />U}QU <br />0 00 0 c) <br />z z <br />O �- <br />O <br />D m <br />rV o <br />ct� Q <br />z D <br />0 <br />w w <br />J Q <br />D J <br />LL- (f) <br />0 <br />CM <br />U <br />Zwc') <br />wWcy) <br />= o0 <br />H � <br />wW204 <br />O -J .. <br />�j W <br />= rn 2 <br />00 E- <br />O <br />U) <br />0 <br />co Lo <br />