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FOUNDATION PLAN1/4"=1'-0"AKEY NOTESBNOT USEDC1.EXISTING 4" THICK SLAB.2.EXISTING 18" WIDE x 24" DEEP CONTINUOUS FOOTING W/ (2) # 5 BARS TOP &BOTTOM3.EXISTING TOWER FOOTING TO REMAIN. SEE DETAIL C/S1.0.4.EXISTING SHEARWALL TO REMAIN.5.EXISTING POST AND PAD FOUNDATION.6.GC TO REMOVE (E) FINISH PER ARCH'L PLANS. INSPECT (E) FRAMING FOR ANYDAMAGE AND SEND PHOTOS OF FRAMING TO ARCHITECT AND E.O.R. IF NODAMAGE INSTALL (N) FINISH PER ARCH'L PLANS.7.NOT USED.8.NOT USED.9.NOT USED.10.NOT USED.11.NOT USED.1RIREMODEL IMAGE (RI)NOT USEDDDESIGN CRITERIAENOT USEDFDESIGN CRITERIA:CALIFORNIA BUILDING CODE (2019)ROOF SNOW LOADS:GROUND SNOW LOAD (Pg): 0.0 PSFEXPOSURE FACTOR (Ce): 1.0IMPORTANCE FACTOR (I): 1.0FLAT-ROOF SNOW LOAD (Pf): 0.0 PSF+DRIFTTHERMAL FACTOR (Ct): 1.0ROOF LOADS:LIVE LOAD: 20 PSFDEAD LOAD: 20 PSFWIND LOADS:3 SECOND GUST: 93 MPHIMPORTANCE FACTOR: 1.0EXPOSURE CATEGORY (MWFRS): CINTERNAL PRESSURE COEFF.: ±0.18COMPONENT & CLADDING DESIGN PRESSURE: 22 PSFSEISMIC LOADS:SEISMIC RISK CATEGORY: IISESMIC IMPORTANCE FACTOR: 1.0SITE CLASS: DMAPPED SPECTRAL RESPONSE ACCEL: SS: 0.603 S1 : 0.249SPECTRAL RESPONSE COEFF.: SHORT PERIODS (SDS): 0.530 1 SEC. PERIODS (SD1) NULLSEISMIC DESIGN CATEGORY:DFRAMING SYSTEMS: BASIC STRUCTURAL SYSTEM:LOAD BEARING WALL SYSTEM SEISMIC-RESTRICTING SYSTEM: WOOD SHEAR WALLSRESPONSE MOD. FACTOR (R): 6.5DEFL. MOD. FACTOR (Cd): 4.0DESIGN BASE SHEAR (V): N/AANALYSIS BY EQUIVALENT LATERAL FORCEPROCEDURESEE S4.0 FOR NEW SITEEQUUIPMENT FOUNDATIONS. SEECIVIL/SITE PLAN FOR LOCATIONSDESCRIPTIONNOTE:1RI2RI345 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:S1.0FOUNDATIONPLAN