Standard TSBLDG Part 3.pdf
PDF 594 KB Posted
- Solicitation number
- RFP - 171 - 230000002322
- Issued by
- Schoolcraft County, Michigan
About this file
The document provided is a building specification for a shower building improvement project at Straits State Park located in Mackinac County, Michigan. The project involves the construction of a 12" concrete block foundation wall with a 12" x 24" strip footing, an 8" split-face concrete block wall, a metal roofing system with ice and water shield, a 4" polished and sealed concrete slab, interior cedar paneling, an aluminum door and frame, and various other building components. The project also includes specifications for electrical, plumbing, and HVAC systems. This project is part of a larger state and local contract opportunity identified as 751/22021. JBB; Palms Book & Indian Lake SP - Park Improvements, which involves improvements to multiple state parks in Schoolcraft County, Michigan.
The document does not provide specific pricing terms, set-asides, incumbent contractors, or funding sources. However, it does include detailed technical specifications and drawings to be used for the construction of the shower building project. Contractors interested in bidding on this opportunity would need to review the full solicitation documents for additional information regarding the submission process, evaluation criteria, and contract terms.
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Text version
5.5
12" CONC. BLOCK
FOUNDATION WALL.
12" X 24" STRIP FOOTING.
8" split face omni CONC.
BLOCK
METAL ROOFING ON ice and water shield ON 5/8" Roof SHEATHING ON 2x10
RAFTERS @ 16" O.C.
(2) 2x8 top plates.
BREAK METAL
2x10 rim board.
4" POLISHED AND SEALED
concrete slab. see a101 for slope solid surface counter top with integral sink.
1x T&G mich. white cedar paneling on 2x4 @ 16" o.c.
aluminum door and frame.
WD LOUVER vent with removable insect screen (beyond). vent to be covered with duct work and sheet metal. (frame per order vent.) min. size 35w x 38h with 5/12 slope.
1x T&G mich. white cedar paneling. on ceiling.
OPP
A401
A301
A301
A401 hurricane ties at each rafter
2x12 RIDGE BOARD WITH
SIMPSON STRONG TIE: LRU28Z
AT EACH 2X10 RAFTER.
2x10 blocking AT 1/3 points 8' O.C. max.
paint exposed wood.
OPP
1/2" plywd. underside of rafters (paint).
r-30 faced fiberglass insulation.
split face block grout solid.
2x8 top plate.
8" CONC. BLOCK.
8" SMOOTH FACE CMU
8" SMOOTH FACE CMU
8" SMOOTH FACE CMU8" SMOOTH FACE CMU
8" SMOOTH FACE CMU
8" SMOOTH FACE CMU
2X4 @ 16" O.C. STAGGERED
STUD WALL FLUSH W/ BLOCK
BOTH SIDES
6"x6" post
1x T&G mich. white cedar paneling secured to roof rafters.
aluminum door bevel cedar siding break metal fascia 2x10 RAFTERS @ 16" O.C.
cedar trim.
2x top plate beyond.
2X4 LOOKOUTS @ 24' O.C.
1x rough sawn wood trim over (2) 5 1/2" m.l. -provide chase for electrical wiring for lightings.
slope top 1/4"/ft.
1x T&G mich. white cedar paneling secured 2x4 @ 16" o.c.
3x4 rough sawn cedar trim.
r-30 face fiberglass insulation.
column base see detail #c sht. s201 for more information.
hanger beyond for m.l.
SIMPSON STRONG TIE:
WP3.12X SPECIAL ORDER
E S201
METAL ROOFING ON ICE
WATER SHIELD ON 5/8" ROOF
SHEATHING ON 2x10
RAFTERS @ 16" O.C.
2X4 @ 16" O.C. STAGGERED
STUD WALL FLUSH W/ BLOCK
BOTH SIDES
2x top plate beyond.
continuous sealant where mop sink abuts wall mop sink, refer to plumbing plans.
CONCRETE SLAB -
REFER TO
FOUNDATION PLAN
8" c.m.u. wall
4" SOLID SURFACE
BACKSPLASH.
SEALANT.
3/4" EXTERIOR
GRADE PLYWD.
SUBSTRATE
hAFELE WORK
SURFACE BRACKETS,
HEBGO, STEEL
(287.44.961) pipe insulation kit.
1/4" plate with thru bolts.
NOTE:
INSTALL PER DETAIL
NO ALTERNATIVES.
1/4" EXPANSION JOINT
12X22 ex. DUCT
METAL ROOFING ON ice and water shield ON 5/8" Roof SHEATHING ON 2x10
RAFTERS @ 16" O.C.
1x4 rough sawn wood
TRIM.
2x4 box header.
8" omni CONC. BLOCK.
2X6 JOISTS @ 16" O.C.
ROOFING FOR GABLE
OVERLAY
2X4 GABLE END WALL
r-30 faced fiberglass insulation.
WOOD LOUVER WITH CUSTOM
REMOVAL EXTERIOR BUG
SCREEN.
(2) 1 3/4" X 7 1/4" M.L. RIDGE
UNISTRUT P1001 SECURED TO
UNIT AND UNISTRUT.
UNISTRUT P1001 BEARING on
AND SECURED TO BLOCK.
(CUT PLATE AS REQUIRED)
HORIZONTAL FURNACE.
energy recovery unit.
supported by uni-strut verify mounting with manf.
B S201
PLAN VIEW
CMU
2X4 P.T. WOOD
BLOCKING SET
IN SOLID GROUT
AT MOUNTING
LOCATIONS FOR
BENCHES.
grout solid
DRAINAGE
MATERIAL
PAN FLASHING
SYSTEM (WEEP
INSTALLED FLUSH)
INTEGRAL WATER
REPELLANT (IN CMU
AND MORTAR) AND
A POST-CLEANING
FIELD APPLIED
WATER REPELLANT
weeps @ 32" o.c.
min.
SELF LEVELING
CAULK
1/4" EXPANSION
JOINT
GROUT SOLID
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1 BUILDING SECTION
SCALE: 1/2"=1'-0"A401 A101
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7 SECTION AT PORCH A
SCALE: 1/2"=1'-0"A401 A101
8 SECTION AT PORCH B
SCALE: 1/2"=1'-0"A401 A101
5 FLASHING/WEEPS
SCALE: 1-1/2"=1'-0"A401 A401
6 COUNTER / MOP SINK CURB
SCALE: 1-1/2"=1'-0"A401 A101
A4
W
9 BENCH / SHOWER / ETC.
SCALE: 1-1/2"=1'-0"A401 A401
TYP. WALL BLOCKING DETAIL /
AutoCAD SHX Text
NF
AutoCAD SHX Text
ENGINEERS
AutoCAD SHX Text Civil Engineers Land Surveyors Land Planners
AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257
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