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..... ....... .. .... .... . . <br /> FLOOR..LIVE LOAD:: OFFICE FFICE 80 So.Fr. CONCRETE.FOOTINGFORBUILDING <br /> ROOF OVER HANG <br /> 3,500 SQ.FT. NON=STRUCTURAL CONCRETE SLAB, <br /> WIND LOADING: 4 CYLINDERS PER 100 CUBIC YARD <br /> �-HENCLOSED AREA (W10 OVERHANG) 4,000 SQ.FT. PLACED AND EACH DAY PLACED <br /> ULT. DESIGN <br /> WND SPEED ilo MPH TOTAL PROPOSED AREA 2- BOLTS INSTALLED IN CONCRETE/MASONi <br /> APN 00 RISK CATEGORY ENCLOSED + OVER-HANG 7.500 SQ.FT. ALL BOLTS <br /> WIND EXPOSURE C LOCAMN: <br /> 245-190-017 INTERNAL PRESSURE <br /> COEFFICIENT 0.18 GROUP S-2 OCCUPANCY PER CDC 311.3 3. ]STRUCTURAL MASONRY <br /> 20 ACRES C&C VELOCITY LOW HAZARD STORAGE; BEVERAGES <= 16% ALC. INSPECTIONS PER CBC 2013 TABLE 170 <br /> PRESSURES 25 PSF t EXCEPT FOR OCCUPANCY CATEGORY IV <br /> RISK CATEGORY PER CDC TABLE 1604.5 11 INSPECTIONS PER CBC 2013 TABLE 170, <br /> SEISMIC LOADING: OCCUPANCY CATEGORY IV <br /> ALLOWED FLOOR AREA PER VERIFICATION OF fm <br /> RISK CATEGORY 11 CBC TABLE 503 - GROUP S-2; 13.500 SQ.FT. PRISM TESTS <br /> SEISMIC IMPORTANCE PRISM TEST RECORD <br /> FACTOR 1.00UNIT STRENGTH <br /> SPECTRAL RESPONSE PROPOSED HEIGHT IN STORIES 1 CONTINUOUS INSPECTION <br /> COEFFICIENT Ss 0.904 PERIODIC INSPECWN <br /> SPECTRAL RESPONSE FIRE SPRINKLERS REQ'D NO TESTS BEEQRE <br /> COEFFICIENT S, 0.330 PRISMS <br /> cop EXISTING SEPTIC SPECTRAL RESPONSE <br /> wq FIRE RESISTANCE RATING REQ'MT UNITS <br /> (APPROX. LOCATION) COEFFICIENT SOS 0.686 PER CDC TABLE 601 0 HOURS GROUT C( <br /> SPECTRAL RESPONSEMORTAR <br /> COEFFICIENT SDI 0.383 3 <br /> SITE CLASS D FIRE RESISTANCE RATING REQ MT 4. CAISSON <br /> 36,000 GALLONS WATER loil, SEISMIC DESIGN CATEGORY D FOR EXTERIOR WALLS [ ] DRILLING CONTINUOUS INSPECTION <br /> FOR FIRE SUPPRESSION I SEISMIC FORCE MOMENT RESISTING FRAME PER CDC TABLE 602 0 HOURS BY GEOTECHNICAL ENGINEER OR CON <br /> RESISTING SYSTEM ORDINARY STEEL MOMENT FRAME <br /> PAT`10 AND BRACED FRAME TYPE OF CONSTRUCTION V_B <br /> J� "WINE STORAGE BLDG. Z 5. SOILS AND DEEP FOUNDATIONS <br /> SEISMIC RESPONSE INSPECTIONS PER CBC 2013 TABLES 17( <br /> 4e 4 <br /> COEFFICIENT C, 0.196W SEISMIC DESIGN CATEGORY D PERIODIC INSPECTION <br /> -H RESPONSE MODIFICATION CAISSON BEARING TESTS <br /> 455'± FACTOR R 3.5 COMPACTION TESTS CONTINUOUS DURI� <br /> Lo BUILDING HEIGHT 20 FT. <br /> ANALYSIS PROCEDURE EQUIVALENT LATERAL <br /> FORCE PROCEDURE REDUNDANCY FACTOR 6. ]STRUCTURAL STEEL <br /> 1 10 1.3 ALLOWED HEIGHT PER INSPECTIONS PER C9C 2013 TABLE 1704 <br /> SEE SITE CDC TABLE 503 40 Fr. <br /> SEPTIC Rr,sibENCE I <br /> I r.1. . J PLAN (LEFT) SOILS: 7. WOOD <br /> 127'± 1 <br /> LOCATION) ........... OCCUPANT LOAD PER 300 SO. FT. -LOAD DIAPHRAGM INSPECTION <br /> I HIGH <br /> SOIL BEARING CAPACITY CDC TABLE 1004.1.2 OCCUPANT LONG SPAN 4FTAL PLATE CONNECTED <br /> ASSUMED PER COC <br /> TABLE 1806.2 1500 PSF OCCUPANT LOAD 6. REINFORCED STEEL AND PRESTRESSING I <br /> INSPECTIONS PER COC 201.3 SECTION 171 <br /> 4,000 SQ.FT ENCLOSED <br /> FLOOD ZQNEE <br /> 300 SQ.FT/OCC. 14 9. ]STRUCTURAL WELDING <br /> TION 171 <br /> N/A INSPECTIONS PER CDC 2013 SEC <br /> EXISTING DOMESTIC WELL MAX EXIT DISTANCE PER <br /> 101 ]HIGH STRENGTH BOLTING <br /> CDC TABLE 1016.2 300 FT. <br /> INSPECTIONS PER CBC 2013 SECTION 171 <br /> PROPOSED STRUCTURE <br /> EXISTING PROPANE TANK ONE EXIT PERMITTED PER CDC TABLE 1015.1 ll.[ ]SEISMIC RESISTING ELEMENTS <br /> _H <br /> TWO EXITS PROVIDED INSPECTIONS PER AISC 341-10 CHAPTER <br /> UJ <br /> 0 13 Z Ge ALLOWED COMMON PATH OF EGRESS <br /> Of i TRAVEL PER CDC TABLE 1014.3 <br /> 100.'FT. <br /> ACCESSIBILITY REQDI FOR PARKING, BUILDING. <br /> ENTRANCE, AND RESTROOMS PER CDC CHAPTER .11B <br /> ........... . <br /> APPROX. R/W <br /> ............ <br /> ............. <br /> EAST RIVER ROAD <br /> ................ .. <br /> 127�'_- <br /> PROPC <br /> ............ <br /> .......... <br /> 5CALE IN FEET <br /> ........ <br /> Yu <br /> E� <br /> N­k 0 a IL It <br />