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HomeMy WebLinkAbout2488-s-2.tifD 37'-4" I . 9%" 6'-0" m Nil= 1 O � '0 6 S-3 (PROVIDE 6" LAYER OF GRAVEL IN (PLUMBING CHASE DOool� 6 S-1 7 >-'Ao ��c F • S_3 i fi 6 o -�-- 8' S-1 S-3-.- 59-4" 1'_4!► 1'_4 5,--4" 10'-g� B 10'_g" 6,_0, 25,_4" 6,-0» to ♦♦ w�� wI to 60 TYPICAL CONCRETE SLAB: 4" CONCRETE SLAB W/ #39S 0 18' O.C. EACH WAY N O U N => AT I C:> N P a� NOTE: FINISH FLOOR ELEVATION = 1548.80 AND IS ASSIGNED Q1.00 ELEVATION ON THIS PLAN. SEE SITE PLAN ON SHEEP A-1 FOR BENCHMARK INFORMATION. to wI �o wl zo to wl N STUDIO ARCHITECTURE + P%ANNIN G ENGINEERING + 3UNYLTMIG 701 W. GPAEiAM AYR. M. 0 LAXZ Z'ISINC UNt CA 92530 (909) 674--9800 951 9\SAN-S_22 lol FOUNDATION NOTES. 00 1. 4" CONCRETE SLAB W/ #3'S 0 18" O.C. EA. WAY IN CENTER OF SLAB. 2. ALL HOLDOWN ANCHOR BOLTS SHALL BE SECURELY TIED IN PLACE BEFORE POURING OF CONCRETE. 3. RUN ALL GRADE BEAM REINFORCING THRU PAD FOOTING TYP., U.N.O. ON DETAILS. 4. ALL HEIGHTS SHOWN ARE FROM FLOOR ELEVATION o (0'-0" DATUM) 1 5. UNDER ALL INTERIOR CONCRETE FLOOR SLABS ON GRADE PROVIDE A 2" LAYER OF MOIST SAND OVER AN IMPERMEABLE � M MEMBRANE OVER PROPERLY GRADED SUBGRADE. 6. ALL FOOTINGS SHALL REST ON FIRM NATURAL GRADE OR � APPROVED COMPACTED FILL. 7. FURNISH AND INSTALL CONCRETE AS INDICATED IN THE PLANS AND FOLLOWING NOTES AND IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED Z CONCRETE. N 8. SIZE OF MEMBERS SHALL BE AS INDICATED IN THE PLANS UNLESS APPROVED BY BOTH THE ENGINEER AND ARCHITECT N Lj IN WRITING. 9. ALL WORK SHALL CONFORM TO THE 1994 UNIFORM BUILDING r wt CODE STANDARDS AND THE REGULATIONS OF THE STATE OF © CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE 0 l..L CODES AND STANDARDS LISTED IN THESE NOTES. o 4 Q 10. THESE NOTES AND SPECIFICATIONS ON THE STRUCTURAL (O DRAWINGS GOVERN IN CASE OF CONFLICT WITH OTHER SPECIFICATIONS. NOTIFY ENGINEER OF CONFLICT WITH j ANY OTHER SPEC. IMMEDIATELY. 11. NOTES AND DETAILS ON STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES,SPECIFICATIONS, AND DETAILS PROVIDED ON S-1 SHEET WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. 20 12. ANY CHANGE, MODIFICATION, OR ALTERATION OF THESE PLANS Y- SHALL BE AT THE SOLE RISK OF THE PERSON CAUSING THE wl SAME, AND SHOULD BE REVIEWED BY A LICENSED ARCHITECT FOR CONFORMITY WITH THESE PLANS. o w � wl PAD FOOTING SCHEDULE: 3'-0" SQUARE x 24" DEEP CONCRETE PAD FOOTING 0 W/ 4-#5'S EACH WAY AT BOTTOM. b ft w �0 j NOTE: BUILDING PAD SHALL BE OVEREXCAVATED TO 18" BELOW BOTTOM OF FOOTING TO 5' BEYOND THE '.'EDGE OF THE FOOTING AND RECOMPACTED TO 95% COMPACTION. to wl N STUDIO ARCHITECTURE + P%ANNIN G ENGINEERING + 3UNYLTMIG 701 W. GPAEiAM AYR. M. 0 LAXZ Z'ISINC UNt CA 92530 (909) 674--9800 951 9\SAN-S_22 lol DWG. NO. 2488 SHEET c% 2 12 "0, F 1 5..'S HTS SHEET 12 of 18 00 w! it r N 3 0 o 1 f � M � o Z Lti Ul N 4 7 N Lj 0 r wt © 0 l..L (A W Z� <� V) _ o 4 Q L (O � o w � a Q 3 Q a DWG. NO. 2488 SHEET c% 2 12 "0, F 1 5..'S HTS SHEET 12 of 18