511_17092.JBB_Structural_Plans.pdf
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- Solicitation number
- RFQ 171 230000000067 4
- Issued by
- Clinton County, Galien Village, Michigan
About this file
This is a structural plans document for the Gladstone Armory renovation project (Phase IV), issued by the State of Michigan Department of Technology, Management and Budget, State Facilities Administration, Design and Construction Division, in coordination with the Department of Military and Veterans Affairs. The project is located at 424 Hancock Street, Hancock, Michigan 49930. The document contains detailed structural plans prepared by OHM Architects, Engineers, and Planners under project number 511/17092.JBB and file number 26A9520005, with a date issued of November 18, 2022. The plans are marked as preliminary construction and final record documents for architectural and engineering purposes related to armory renovation work.
The structural plans include general structural information with design loads, footing and wall schedules, and reinforcing details for concrete construction. The document encompasses foundation plans for three designated areas (Area A, B, and C), roof framing plans, floor slab plans, and comprehensive structural details covering masonry wall openings, CMU reinforcing, foundation connections, bond beam steps, control joints, steel beam lintels, slab infill details, and various bearing plate specifications. The plans document load requirements including balanced snow loads ranging from 65 to 150 PSF, wind loads, and earthquake design data for different sections including office additions, cold storage, vehicle storage, and drill hall areas. Multiple detail sheets (S-500 through S-502) provide specifications for vault construction, bearing details, penetration support frames, portal frame connections, and masonry column installations relevant to the renovation scope.
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SNOW LOADS
BALANCED SNOW
DRIFT SNOW
BUILDING LOADS
WIND LOADS
EARTHQUAKE DESIGN DATA
LOAD VARIABLE
LOAD OR VARIABLE LOADS PROVIDED IN ASD
LIVE LOADS
MISCELLANEOUS DESIGN DATA
LOAD VARIABLE
DEAD LOADS
BUILDING CLASSIFICATION IV
SNOW DRIFT AT OFFICE ADDITION
W = 13' - 4"
65 PSF
104 PSF
COLD STORAGE
STORAGE ADDITION
SNOW DRIFT AT STORAGE ADDITION
W = 7' - 9"
65 PSF
87 PSF
VEHICLE STORAGE
STORAGE ADDITION
DRIFT SNOW LOAD DIAGRAM AT HIGH ROOFS/
LOW ROOF ADJACENT TO STORAGE ADDITION
W = 16' - 0"
92 PSF
DRILL HALL
STORAGE
ADDITION
93 PSF
W = 10' - 0"
70 PSF BALANCED SNOW LOAD
10 PSF
SNOW DRIFT AT OFFICE ADDITION
W = 14' - 3"
65 PSF
150 PSF
DRILL HALL
OFFICES
EXISTING PHYSICAL TRAINING
W = 10' - 0"
PARAPET
93 PSF
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HANCOCK, MICHIGAN 49930
PH 906.482.0535 | F 906.482.6453
SCHEDULE NOTES:
1. PROVIDE HORIZ HOOKS ON ALL VERTICAL BARS, TURNED OUT AWAY FROM CENTERLINE.
(#5 = 12", #8 = 24")
2. PROVIDE "L" 30"x30" FOR #5 HORIZONTAL LAP BARS AT ALL CORNERS.
3. PROVIDE #5 BARS @ 36" OC PERPENDICULAR TO BOTTOM FOOTING BARS FOR WALL
FOOTINGS.
4. REFER TO PLANS FOR STRIP FOOTING LENGTHS.
FOOTING SCHEDULE
MARK
FOOTING SIZE
REINFORCING NOTESW L
F1 12" #6 @ 18" OC EW TYPICAL FOOTING
F2 24" 24" #6 @ 18" OC EW T&B FOUNDATION OVER EXISTING
F3 36" 12" (4) #6 CONT LONG THICKENED SLAB, SEE DETAIL
WALL SCHEDULE
MARK WIDTH REINFORCING NOTES
WC1 1'-4" #6 @ 12" OC EW, EF TYPICAL FOUNDATION WALL
WC2 8" #6 @ 18" OC EW, CENTERED IN WALL
WC3 8" #4 @ 8" OC EW, EF, OFFSET 4" VAULT WALLS
WM1 7 5/8" #5 @ 48" OC VERT AND (2) W1.7 @ 16" OC HORIZ
36"
TYPICAL CMU WALL, SEE ARCH
FOR MULTI-WYTHE CONDITIONS
F4 24" 12" #6 @ 18" OC EW STOOP FOOTING
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TYPICAL ROOF PENETRATION SUPPORT FRAME6
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