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S1.0 FOUNDATION PLAN ABCDEF 12 11 10 9 8 7 6 5 4 3 2 1 FOUNDATION PLAN 1/4"=1'-0" A DESIGN CRITERIA F NOT USED N.T.S. E FOUNDATION PLAN NOTES C KEY NOTES N.T.S. B SLAB SHALL BE PITCHED
1/2" FOR 5'-0"x5'-0" DIAMOND AT ALL FLOOR DRAINS U.O.N. REFER TO PLUMBING DRAWINGS FOR LOCATIONS. HD9 SHEARWALL HOLDDOWN ANCHOR. SEE 11 & 12/S4.3 & 6/S4.0. HD12 SHEARWALL HOLDDOWN ANCHOR.
SEE 11 & 12/S4.3 & 6/S4.0. CONCRETE FLOOR SLAB UNDER W.I.C./W.I.F. BOXES. SLAB SHALL BE LEVEL. ELECTRICAL STUBS THRU SLAB. SEE ELECT. DRAWINGS FOR LOCATIONS. PROVIDE HUB DRAIN (HD) UNLESS
REQUIRED BY LOCAL CODE TO HAVE FLOOR SINK (FS) INDICATES INSIDE SURFACE OF FOOTING. SEE SHEET S4.0. FLOOR DRAIN FOR MOP SINK. CONFIRM SLAB EXTENSION WITH W.I.C./W.I.F.BOX MFR. (6" MIN.)
625431789 CONCRETE: A. B. C. D. E. SLAB: A. B. CONCRETE SHALL BE AS SPECIFIED (SEE SECTION 03300) AND MEET THE FOLLOWING MIN. ULTIMATE COMPRESSIVE STRENGTHS AT 28 DAYS: MIN. STRENGTH
AGGREGATE SLUMP LOCATION 28 DAYS PSI SIZE -INCHESS INCHES TOLERANCE SLAB ON GRADE 4000 DESIGN 1" x #4 3-1/2" ±1/2" FOUNDATIONS 4000 DESIGN 1" x #4 3-1/2" ±1/2" CONCRETE MIX DESIGN AND
TESTING SHALL MEET WITH THESE SPECS. CEMENT SHALL BE IN ACCORDANCE WITH ASTM C 150 TYPE I or III. VERIFY MIN. CONC. STRENGTH AND CEMENT TYPE. REINFORCING STEEL SHALL CONFORM TO ASTM
A-615, GRADE 60. STEEL SHALL BE KEPT CLEAN AND FREE OF RUST. CONCRETE CURING SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF ACI-318-95 SECTION 5.11 AND STANDARD PRACTICE FOR CURING CONCRETE
REPORTED BY COMMITTEE 308. ANCHOR BOLTS -ASTM F1554, USE 5/8" DIAMETER x 12" (18" AT CURBS) ANCHOR BOLTS (A.B.) AT 16" O.C. U.O.N. ANCHOR BOLTS SHALL BE TIED IN PLACE PRIOR TO PLACEMENT
OF CONC. 4" THICK CONC. SLAB REINF. W/WWF; OVER 15 MIL POLYETHYLENE MEMBRANE; OVER ENGINEERED SUBGRADE PER SOILS REPORT (TYP.). OR 4" THICK CONC. SLAB W/REINF. FIBERMESH; OVER OVER 15
MIL POLYETHYLENE MEMBRANE; OVER ENGINEERED SUBGRADE PER SOILS REPORT (TYP.). DIMENSIONS NOTED ARE TO FACE OF CONCRETE. REFER TO DWG. S2.0 FOR DIMENSIONS TO FACE OF STUD AND DWG. A1.0
OTHER DIMENSIONS NOT OTHERWISE NOTED. DRAWINGS SHALL NOT BE SCALED. ALL DIMENSIONS AND FIT SHALL BE DETERMINED AND VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. DETAILS NOT
FULLY OR SPECIFICALLY SHOWN SHALL BE OF SAME NATURE AS OTHER SIMILAR CONDITIONS. SEE PLUMB. DWGS. FOR PLUMB. LAYOUT DIMENSIONS, U.O.N. SEE ELECT. DWGS. FOR ELECT. LAYOUT DIMENSIONS,
U.O.N. COORD. FOUNDATION AND SLAB LAYOUT WITH OTHER TRADES PRIOR TO POURING SLAB. ALL SOILS WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECS. AND THE GEOTECHNICAL REPORT NOTED BELOW.
ALL FOUNDATIONS SHALL BEAR ON FIRM, UNDISTURBED, NATIVE SOILS OR ENGINEERED FILL AT OR EXCEEDING DEPTHS SHOWN ON THE DRAWINGS. INCREASE DEPTH AS REQ'D BY GEOTECHNICAL ENGINEER. ALL FOOTING
EXCAVATIONS SHALL BE AS NEAT AS PRACTICAL. OVER-EXCAVATIONS IN DEPTH SHALL BE FILLED WITH CONC., AND IN WIDTH MAY BE FILLED WITH LEAN CONC. OR COMPACTED, APPROVED BACKFILL. ALL LOOSE
SOILS SHALL BE REMOVED FROM EXCAVATIONS PRIOR TO PLACEMENT OF REINF. OR CONC. GEOTECHNICAL REPORT BY PROFESSIONAL SERVICE INDUSTRIES, DATED 3/31/08. MISCELLANEOUS: A. B. C. D. E. F.
SOILS: A. SEISMIC LOADS: SEISMIC USE GROUP: 1 SESMIC IMPORTANCE FACTOR: 1.0 SITE CLASS: D MAPPED SPECTRAL RESPONSE ACCEL: SS: 0.18 S1 : 0.09 SPECTRAL RESPONSE COEFF.: SHORT PERIODS (SDS):
0.15 1 SEC. PERIODS (SD1) 0.10 FRAMING SYSTEMS: BASIC STRUCTURAL SYSTEM: LOAD BEARING WALL SYSTEM SEISMIC-RESTRICTING SYSTEM: WOOD SHEAR WALLS RESPONSE MOD. FACTOR (R): 6.5 DEFL. MOD.
FACTOR (Cd): 4.0 DESIGN BASE SHEAR (V): 0.03 W ANALYSIS BY SIMPLIFIED PROCEDURE CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: PLOT DATE:KFC /TB 10575 N. Michigan
Road Carmel, IN 46032 KT-Y0708.25.08 KT-Y07 JAN08-C 305823 2007088.16 08.25.08 DESIGN CRITERIA: 2008 INDIANA BUILDING CODE ROOF SNOW LOADS: GROUND SNOW LOAD (Pg): 20 PSF EXPOSURE FACTOR
(Ce): 1.0 IMPORTANCE FACTOR (I): 1.0 FLAT-ROOF SNOW LOAD (Pf): 20 PSF+DRIFT THERMAL FACTOR (Ct): 1.0 ROOF LOADS: LIVE LOAD: 20 PSF DEAD LOAD: 20 PSF WIND LOADS: 3 SECOND GUST: 90 MPH
IMPORTANCE FACTOR: 1.0 EXPOSURE CATEGORY (MWFRS): B INTERNAL PRESSURE COEFF.: ±0.18 COMPONENT & CLADDING DESIGN PRESSURE: ±21 PSF COMPONENTS AND CLADDING PROVIDE SHOP DRAWINGS AND CALCULATIONS
BY REGISTERED ENGINEER FOR SIGNS AND AWNINGS 7 S4.0 1 S4.0 7 S4.0 1 S4.0 4 S4.0 2 2 8'-0" 4'-0" 3 S4.0 2 2 2 7 S4.0 4 S4.0 5 S4.0 2 2 3 2 4 S4.0 1 S4.0 7 S4.0 7 S4.0 1 S4.0 8 S4.0 7
S4.0 1 S4.0 8 S4.0 8 S4.0 7 6 6 22 2 2 EQ. EQ. 17'-0" EQ. EQ. 16'-0" 3'-0" 3'-0" 3 S4.0 3 S4.0 3 S4.0 14'-0" 36'-0" 9 9 5'-41 1'-2" 14'-91 10'-5" 11'-7" 9'-5" 7'-7" 7'-5" 7'-7" 2" 2"
6'-0" 7'-4" LOW STEM WALL 6'-0" 9'-0" LOW STEM WALL 6'-0" 8'-0" 4'-0" 10'-0" 4'-0" 7'-0" LOW STEM WALL 8'-0" 2'-8" 6'-0" LOW STEM WALL 2'-4" 4'-0" 2'-0" 4'-0" 4'-0" 2'-4" 6'-0" LOW STEM
WALL 2'-8" 8'-7" 4'-9" 7'-7" 4'-9" 8'-7" 36'-0" 89'-4" 6'-0" 6'-0" LOW STEM WALL 5'-4" 6'-0" LOW STEM WALL 4'-4" 4'-0" 6'-0" 4'-8" 3'-4" 4'-4" 6'-0" LOW STEM WALL 5'-4" 6'-0" LOW STEM
WALL 1'-4" 5'-2" 1'-6" 1'-214'-61 6'-3" 1'-1" 12'-11" 2'-1" 4'-7" 3'-4" 2" 2" 612" 6" 6" 6" 5'-4" 4'-8" 2'-8" 4'-8" 2'-0" 4'-8" 3'-8" 3'-0" 5'-4" 1 5'-4" 3'-712" 4'-0" 3'-712" 3'-4"
6" 5 S4.0 10 S4.0 10 S4.0 10 S4.0 8 S4.0 9 S4.0 4 4'-0" 12'-0" 2'-612" 2'-103 4" 2 S4.0 5 S4.0 9 S4.0 5 S4.0 8 FD FS FD FD FD FD FD FD FD HD FS FS 5 HD 8 10 6-25-09 REVISION 10 10