WORK PLANS - Laserfiche WebLink

Home Browse Search

345 POLLASKY AVE.CLOVIS, CALIFORNIA 93612PHONE: (559) 323-9600 FAX: (559) 323-9633S T R U C T U R A L E N G I N E E R I N G BRAD YOUNG & ASSOCIATES, INC.BYA JOB # 20162CONTRACT DATE:BUILDING GROUP:FLOOR PLAN:SITE NUMBER:STORE NUMBER:REVISION DATE:PLOT DATE:ArchitecturalSolutions GroupTACO BELL1100 Yosemite AveEscalon, CA 95320K SUCCESSORREMODELME - K50MAY 2019-3418903.20.20CLIENT REVIEWCITY USE ONLY:S4.0SITE PLANDETAILS11"11"7"7"11"x11"x1 1/4" THK.STEEL PLATE4"x4"x1/4"STEEL TUBE1 1/4" DIA. HOLE FOR 1" DIA.ANCHOR BOLTNOTE:1.G.C. TO CONFIRM ANCHOR BOLT SIZE ANDLAYOUT W/ MANUFACTURER'S REQUIREMENTSPRIOR TO START OF WORK. CONTACTARCHITECT IF ANY DISCREPANCIES FOUND.2.CONCRETE STRENGTH f'c= 2,500 PSI.3.MINIMUM ALLOWABLE SOIL BEARING PRESSURE1,500 PSF PER CBC TABLE 1806.2.4.GC TO WEATHER PROOF ANCHOR BOLTS(STAINLESS STEEL, GALVANIZED, PAINT.)5.CONTACT E.O.R. IF (E) CONDUITS FOUND BELOWPROPOSED FOOTING.ORDER SPEAKER5MENU BOARD FOOTING14"DIA.EQ.6"EQ.EQ.EQ.6"24" DIA.3" 1'-0" MIN. 5'-6" MENU BOARD SIGN OR BELOW FROST DEPTH 2"MENU BOARD BARS(6) #6 BARS VERT. W/ #3REBAR TIES @ 9" O.C. TYP.(2) #4 OR (3) #3 LATERAL REINFORCEMENTTIES, DISTRIBUTED WITHIN THE FIRST 1'-0"OF THE TOP OF THE COLUMN OR PEDESTALGRADEANCHOR BOLTS: (4) 34" DIA.@ MENU BOARD FULLTHREADCONDUIT. SEE MANUFACTUREREQUIREMENTSMENU BOARD FOUNDATIONMENU BOARDMENU BOARDG.C. TO COORDINATET.O. FOOTING W/ GRADEPER CIVIL PLANS1ORDER SPEAKER FOOTINGSLOPE TOP TO SHED WATERFINISHED GRADEEL. +0'-3" (REF)T/FOUNDATION.3" CLR TYP.1'-0" MIN.±18"2'-0"x2'-0"(4) 34"Ø ANCHOR BOLTSORDER SPEAKER PERMANUFACTURER#5 @ 12" O.C.EACH WAY TOP &BOTTOM (3 MIN.)4CANOPY FOOTING2CLEARANCE BAR FOOTING1" Ø ANCHORBOLTS MIN.EMBEDMENT 18"(6)#6 REBAR W/ #3REBAR TIES @ 9"O.C. (TYP.)2'-0"1'-6"4'-0"G.C.TO COORDINATET.O. FOOTING W/ GRADEPER CIVIL PLANSGRADE5"(2) #4 OR (3) #3 LATERALREINFORCEMENT TIES, DISTRIBUTEDWITHIN THE FIRST 5" OF THECOLUMN OR PEDESTAL11"11"7"7"11"x11"x3/4" THK.STEEL PLATE4"x4"x1/4"STEEL TUBE1 1/4" DIA. HOLEFOR 1" DIA.ANCHOR BOLTCLEARANCE BAR12"12"Ø RIGID CONDUIT TOPOWER SUPPLYSEE ELECTRICAL DRAWINGS1" Ø ANCHORBOLTS MIN.EMBEDMENT 18"(6)#6 REBAR W/ #3REBAR TIES @ 9"O.C. (TYP.)2'-0"1'-6"5'-6"G.C. TO COORDINATET.O. FOOTING W/ GRADEPER CIVIL PLANSGRADECL5"(2) #4 OR (3) #3 LATERALREINFORCEMENT TIES, DISTRIBUTEDWITHIN THE FIRST 5" OF THECOLUMN OR PEDESTAL10"10"7"7"11"x11"x1 1/4" THK.STEEL PLATE5"x5"x1/4"STEEL TUBE1 1/4" DIA. HOLEFOR 1" DIA.ANCHOR BOLTCANOPYNOTE:1.G.C. TO CONFIRM ANCHOR BOLT SIZE ANDLAYOUT W/ MANUFACTURER'S REQUIREMENTSPRIOR TO START OF WORK. CONTACTARCHITECT IF ANY DISCREPANCIES FOUND.2.CONCRETE STRENGTH f'c= 2,500 PSI.3.MINIMUM ALLOWABLE LATERAL SOIL BEARINGPRESSURE OF 100 PSF/FT (x2) PER CBC TABLE1806.2 AND SECTION 1806.3.4.4.GC TO WEATHER PROOF ANCHOR BOLTS(STAINLESS STEEL, GALVANIZED, PAINT.)5.CONTACT E.O.R. IF (E) CONDUITS FOUND BELOWPROPOSED FOOTING.ANCHOR BOLTS: (4) 34" DIA. @ MENUBOARD FULL THREADMENU BOARD1'-6" MIN. 1'-6" MIN.3" CLR.TYP.3" CLR.TYP.3" CLR.TYP.NOTE:1.G.C. TO CONFIRM ANCHOR BOLT SIZE ANDLAYOUT W/ MANUFACTURER'S REQUIREMENTSPRIOR TO START OF WORK. CONTACTARCHITECT IF ANY DISCREPANCIES FOUND.2.CONCRETE STRENGTH f'c= 2,500 PSI.3.MINIMUM ALLOWABLE LATERAL SOIL BEARINGPRESSURE OF 100 PSF/FT (x2) PER CBC TABLE1806.2 AND SECTION 1806.3.4.4.GC TO WEATHER PROOF ANCHOR BOLTS(STAINLESS STEEL, GALVANIZED, PAINT.)5.CONTACT E.O.R. IF (E) CONDUITS FOUND BELOWPROPOSED FOOTING.NOTE:1.G.C. TO CONFIRM ANCHOR BOLT SIZE ANDLAYOUT W/ MANUFACTURER'S REQUIREMENTSPRIOR TO START OF WORK. CONTACTARCHITECT IF ANY DISCREPANCIES FOUND.2.CONCRETE STRENGTH f'c= 2,500 PSI.3.MINIMUM ALLOWABLE LATERAL SOIL BEARINGPRESSURE OF 100 PSF/FT (x2) PER CBC TABLE1806.2 AND SECTION 1806.3.4.4.GC TO WEATHER PROOF ANCHOR BOLTS(STAINLESS STEEL, GALVANIZED, PAINT.)5.CONTACT E.O.R. IF (E) CONDUITS FOUND BELOWPROPOSED FOOTING.