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G B D fl DESIGN GROUP, INC. A R C fl 11 C C I U R C i N G I N I C R I N G 9806 Old Winery Place, Suite 1 Sacramento, California 95827 Tel 916.854.9901 Fax 916.854.9840 QROF ESS/p�� No. C34833 E * Exp. 9-30-03 * Tor... 22 '—o" INDICATES PANEL JOINT 57-O 5-71-0115-71-011 -5-11-011CONFIGURATION, TYP Consultants 281_ 2al_ 281_ 281_ 281_ 281_ " 281_)r2�� 281_ 11 OUTSIDE FACE OF PANELS 101 102 103\ 104 105 �O6 7 777 107 108 L _ FS F4L — _J F4 _J F4 -i F4 _J F4L — _J F4L — F4L — _J FB �� f� -rye 128 10 -ry' FOUNDATION NOTES LU I. FOR GENERAL NOTES AND TYPICAL DETAILS SEE SI.I. SEE WALL AND PANEL ELEVATIONS FOR TILT-UP F,6 F5 CONCRETE WALL PANEL THICKNESS, REINFORCEMENT, AND OTHER REQUIREMENTS. CONTROL JOINTS AT I�1O _� r 2. FOUNDATION DESIGN IS BASED ON SOIL BEARING PRESSURES OF 5000 PSF FOR "DEAD" PLUS "LIVE" LOADS AND MAXO.G." ,6700 PSF FOR DEAD PLUS LIVE PLUS WIND OR SEISMIC LOADS. SEE SOILS REPORT NUMBER 427-100 BY 14'-3 AT POUR G PER O.C., A G AT POUR RANEY GEOTECHNICAL DATED 03/11/03 FOR PAD PREPARATION, SLAB UNDERLAYMENT AND OTHER REQUIREMENTS. STRIP, TYP 53.1 53.1 STRIP, TYP F_ —1 3. FOOTINGS SHALL EXTEND A MINIMUM OF-2'-O" BELOW TOP OF GRADED BUILDING PAD AND BEAR ON APPROPRIATE LU SOIL AS DESCRIBED IN THE SOILS REPORT. ACTUAL FOOTING DEPTH AND ENGAGEMENT OF PROPER SOILS SHALL BE ol F16 STRIPP,, TCONSTRUCTION OR SLIP F5 CONFIRMED IN THE FIELD BY A REPRESENTATIVE OF RANEY GEOTECHNICAL. 4' 7 POURYP U.N.O. CONTROL JOINTS AT GRID _ LINES PER A/5I.1, TYP 4. PROTECT ALL STEEL COLUMNS, BASE PLATES, ANCHOR BOLTS, EMBEDMENT PLATES, WELD PLATES, ETG 3'-0" x 3'-0" DIAMOND 4 EQUAL SPACES III ry BELOW TOP OF FLOOR SLAB WITH A MINIMUM OF 3" OF CONCRETE COVER. I OR 3'-0" DIAMETER \�L BLOCKOUT, TYP AT 5. POUR STRIP IS AN INTEGRAL PART OF THE BUILDING STRUCTURAL SYSTEM. CONTRACTOR IS RESPONSIBLE O — — — INTERIOR COLUMNS — _ O FOR ADEQUATELY BRACING STRUCTURE UNTIL POUR STRIP AND ALL OTHER TILT-UP PANEL CONNECTIONS ARE m_ AT INTERIOR L � L L m IN PLACE. F3 FTG, TYP 53.1 FI FI FI F2 6. PROVIDE TOOLED OR SAWN CONTROL JOINTS WITHIN 12 HOURS OF PLACING CONCRETE SLAB. SEE ` FOUNDATION PLAN FOR LAYOUT. ALL CONTROL JOINTS SHALL EXTEND INTO THE POUR STRIPS AT THE V ry 125 \� Il2 ry SAME SPACING SHOWN FOR THE TYPICAL JOINTS. r T l �V INDICATES FOOTING AND COLUMN TYPE PER SCHEDULE 7. AVOID FOOTING PENETRATIONS AND TRENCHING NEAR FOOTINGS. AHERE UNAVOIDABLE CONFORM TO DETAIL D/51.1. , F6 6" GONG SLAB A/ #4 BARS F5 8. # DENOTES PANEL NUMBER AT 2'-0" O.G. EACH WAY AT MID-DEPTH OF SLAB OVER - cf. WHEN A VAPOR BARRIER IS REQUIRED, NO FREE, COLLECTED OR POOLED RATER SHALL BE ATOP VAPOR BARRIER. r �4 UNDERLAYMENT PER A/5I.1 113 ry i- v `! 10. TOP OF SLAB REFERENCE ELEVATION = 0'-0". SEE CIVIL DRAWING FOR ACTUAL ELEVATION. rzz a- F __4= < LJ F;6 a_ F5 1 COLUMN AND FOOTING 50HEDULE Q z F424 r _ _1 F4 _1 F4 r _ _1 F4 r , F4 r _ _1 F4 r F4 r _ -IFS r FOOTING BOTTOM REINF MARK SIZE EACH WAY COLUMN BASE PLATE DETAIL REMARKS O � �--1 :5Cw L� —J L L J J L J L Lt .JJ Lv FI 5'-3" SQ #5 AT 1'-0" O.G. TS IO x 10 x 5/1,6 7/8" x 1'-4" SQ F/53.1 (� d 121 120 IIQ IIS 117 116 115 F2 5'-4" SQ #5 AT 1'-0" O.G. TS 8 x 8 x 1/4 7/8" x 1'-0" x 1'-2" G/53.1 AND A/53.1 L Z .� AT DOCK 53.1 F3 5'-d" 5Q #5 AT 1'-0" O.G. TS 6 x 8 x 1/4 7/8" x 1'-0" x 1'2" A/532 AND 5/532 AT DEPRESSED 2 O 53.1 DOOR, TYP DOCK 53.1 WALL, TYP FTG, TYP F4 6'-0" SQ #6 AT 11" O.G. STEP BOTTOM STEP B TTOM F5 51-01150 #5 AT 1'-0" O.G. - - 0/53.1 O O DEPRESSED PANELS F 5'-O" SQ #5 AT 1'-0" O.G. - - 5/532 Z OF PANEL OF PANEL OUTSIDE FACE ~� 28',6" 28',6" 28'- " 28'-6" loe28';6" 28'-6" 28' 6" 28'- OF PANELS F7 ib'-O" SQloe #6 AT IT" O.G. - - E/532 0 FS ,6'-0" SQ #;6 AT d" o.c. - - E/53.1 57-O 5-71-01157-O 57-O , No. Revision Date 228'-O" FOVNDA,TION PLAN SCALE: 111,6"=I'-O" NORTH Client Massie Company p y 1801 Tribute Road Sacramento, CA 95815 — PH 916 923 4000 FX 916 923 4664 Sheet Title BLDG 4 FOUNDATION PLAN BLDG 3 BLDG2 BLDGI BUILDING ' 1 ' Date Project No. 03/06/03 MO l-2089 Drawn By Sheet No. BUILDING KE%r PLAN RSG N.T.S. Q Checked By z DG S2 ,, 1 ,