HomeMy WebLinkAboutPLANS - 18-00275 - 261 N 1st E - Storage UnitsAREA MAP
OCC.
GROUP
ASSOCIATES
1152 BOND AVENUE — Suite A REXBURG, IDAHO 83440
WWW.JRWA.COM VOICE (208) 359-2309 FAX (208) 359-2271
TOTAL
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HT
AREA MAP
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PROJECT SITE
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SITE PLAN - LAYOUT
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N. 1 ST E.
3 ST.
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2 ST.
N
EXTERIOR ELEVATIONS
REXBURG, ID
S-1
V-A
3000N
A3.2
14,000
STRUCTURAL
S1.1
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20
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DESIGN CRITERIA
SEISMIC DESIGN CATEGORY D
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WIND EXPOSURE C
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RISK CATEGORY II
IDAHO
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01 FOOTING AND FOUNDATION, SEE STRUCTURAL.
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FLOOR SLAB TO BE 5" 1500 PSI
CONCRETE AITH #4 BAR ON CENTER ¢
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OI GONTINUE HALL AND FOOTING
RE I NFORGEMENT INTO HALLS AND
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TO EAGH OTHER. W
O2 ALL HOLD DOANS AT ENDS OF SHEAR
HALLS HHERE INDICATED ON THE
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ATTAGHMENT REG2U I REMENTS TO HALL
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HOLD DOAN BOLTS AS PER HOLD cl�
DOAN REQUIREMENTS. Z
O 5/8" DIA. ANGHOR BOLTS A/ 8"
EMBEDDED INTO GONGRETE SHALL Q
BE INSTALLED AT 32" O.G. MAXIMUM o
AT ALL SOLE PLATES UNLESS W
OTHERAI SE REGU I RED PER THE
SHEAR HALL SGHEDULE. ALL ANCHOR
BOLTS REG2U I RE 3x3x3/1(o PLATE
HASHERS.
O A MINIMUM OF 2 ANGHOR BOLTS Z
SHALL BE USED ON EAGH SILL PLATE
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MINIMUM WITHIN q INGHES OF EAGH ¢
END OF EAGH PIEGE, AND NO CLOSER o
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PLOT DATE:
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DRAWING
NO.
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PLOT DATE: 6-04-18
DRAWING N0.
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JUNE 'IS
PLOT DATE:
6-04-18
DRAWING
NO.
FILE: 726 -S1.3
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OF