HomeMy WebLinkAboutUPDATED INFRASCTRUCTURE PLAN - 22-00699 - Mountain Archery - AdditionCODE REVIEW
GO\/ERN I NG BUILDING CODE 2018 I BG
GRA\/ITY DESIGN MINIMUM:
FIRE SUPPRESSION LOAD NO
DEAD LOAD
ROOF 20 P5F
SNOW LOAD
ROOF SNOW 3cl PSF
LOFT LEVEL
DEAD LOAD: 20 PSF
L I \/E LOAD: 100 PSF
5TAIR
DEAD LOAD: 60 PSF
L 1 VE LOAD: 100 PSF
WIND DESIGN:
BA51C WIND 5PEED (3 SEG. (5UST) 120 MPH
EXPOSURE G
SEISMIC DESIGN:
SEISMIC D
SOILS:
SOIL BEARING PRESSURE 1500 P5F*
MINIMUM FROST COYER 36 I NCHE5
BUILDING OCCUPANCY: M $ 5-1
CONSTRUCTION TYPE : 111-8
ALLOWABLE HEIGHT: 55 FEET, ACTUAL: 28'-2" FEET
ALLOWABLE 5TORIE5: M: 3, ACTUAL 5TORIE5: 2
5-1: 2, ACTUAL 5TOR1 E5: 2
ALLOWABLE AREA (M): I -z1,000 S.F., ACTUAL AREA: 10,0005.F.
ALLOWABLE AREA (5-0:12,500 5.F., ACTUAL AREA: -11555 S.F.
OCCUPANCY 5EPARATI ON: BETWEEN 5-1 $ M; NOT REaU I RED
FIRE SPRI Ni<LER (M, AREA #1): 8,000 S.F. < 12,000 S.F. = NOT REG2U I RED
FIRE SPRINKLER (5-1, AREA #2) : 1,555 S.F. < 12,000 S.F. = NOT REOU I RED
HIGH FILED STORAGE: NO, SPRINKLER SYSTEM NOT REOU I RED
OCCUPANCY LOAD PLUMBING FIXTURE COUNT
WAREHOUSE: 16 TOTAL OCCUPANTS: 144
SHOOTING LANES: 64 FEMALE: -72
MERCANTILE: 5-T MALE: -12
LOFT (STORA(5E): 2rt REa'D WA7ERCLO5E7: I PER 500
TOTAL: 144 REa'D LA\/ATORY: I PER 750
WC PRO\/IDED: I MALE / I FEMALE
LA\/ PR01/IDED: I MALE / I FEMALE
DRIN<NG FOUNTAIN: I REO'D, I PR01/IDED
GENERAL NOTES
1. CONTRACTOR SHALL COORDINATE JRW DRAWINGS, EQUIPMENT
MANUFACTURERS DRAWINGS AND PRE-ENGINEERED METAL BUILDING
DRAWINGS WHERE APPLICABLE.
2. ALL CONSTRUCTION TO BE TO CURRENT ADOPTED CODES AND REGULATION
OF SUGAR CITY.
3. PRIOR TO ANY EXCAVATION, CONTRACTOR TO VERIFY AND LOCATE ALL
UNDER GROUND UTILITIES.
4. PROVIDE FIRE BLOCKING IN STUD WALLS PER IBC SECTION 716.2 AND AT
10'-0" O.C. MAX. BOTH VERTICALLY AND HORIZONTALLY AND AT CEILING
INTERSECTIONS.
5. ALL PROJECT CONSTRUCTION TO MEET CURRENT ANSI, ADA -AG, AND IBC
REQUIREMENTS, INCLUDING SIGNAGE, DOOR HARDWARE, CLEARANCES, AND
OTHER REQUIREMENTS.
6. DO NOT SCALE DRAWINGS.
7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SUBCONTRACTORS
AND WORK.
8. BUILDING MANUFACTURER SHALL PROVIDE ALL TRIM, CLOSURE PIECES,
CORNERS, ETC. FOR A WEATHER -TIGHT AND INSECT RESISTANT BUILDING.
9. MAXIMUM SLOPE AT DOOR LANDINGS AND CROSS SLOPE SHALL NOT
EXCEED 2%
10. EXIT LIGHTING AND EXIT SIGNS SHALL COMPLY WITH SECTION 1008 AND
1013.
11. PER TABLE C402.1.3 OF THE IECC BUILDING PERIMETER SHALL RECEIVE A
MINIMUM OF R10 INSULATION, A MINIMUM OF 24" BELOW SLAB
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