Greenhouse at Garfield Spec 1 of 3.pdf
PDF 995 KB Posted
- Solicitation number
- RFP LPS 200000001779 5
- Issued by
- Wayne County, Michigan
About this file
Greenhouse at Garfield Elementary School - Architectural Specification
This file consists of architectural construction drawings and specifications for the Healthy Livonia Greenhouse project at Garfield Elementary School in Livonia, Wayne County, Michigan. The project involves the construction of a greenhouse facility with detailed floor plans, wall sections, elevations, and structural details prepared by OHM Advisors. The drawings indicate preliminary design specifications that coordinate with a greenhouse manufacturer and include construction of a concrete foundation system, concrete masonry unit (CMU) walls, a 4-inch concrete slab floor with reinforcing, perimeter insulation, and integrated drainage systems. The facility features two aluminum doors (one 3'-0" x 7'-0" and one 8'-0" x 8'-0") with overhead sectional doors, freeze-proof hose bibbs, and floor drains. The structure incorporates a poured concrete footing system 44 inches below grade with reinforcing bars, continuous perimeter sealant systems, and control joints. Floor elevations are established at 100'-0", with masonry walls rising to 103'-0" and roof/ridge heights reaching 111'-10 1/2" to 119'-8".
The architectural plans indicate that final structure and requirements must be coordinated with the greenhouse manufacturer, with certain components including the greenhouse system, 4" x 4" steel columns, door and frame installations, and perimeter sealant work designated as "by others" or to be furnished and installed by the greenhouse contractor. The drawings are marked as preliminary and not for construction as of the December 19, 2019 date stamp. No specific pricing, contract award dates, or procurement timeline information is provided within these architectural specification documents. The project file path references indicate this is part of a larger construction delivery package for the Healthy Livonia Greenhouse initiative.
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Other files
| File | Type | Posted |
|---|---|---|
| Add 4 Greenhouse 6220.pdf | ||
| Greenhouse at Garfield Spec 3 of 3.pdf | ||
| Greenhouse at Garfield Spec 2 of 3.pdf | ||
| Greenhouse Rebid 51820.pdf |
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Text version
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A-102
FLOOR DRAIN
31'-4"
8" 30'-0" 8"
'-4
8"
'-0
'-0
'-0
'-0
8"
'-0
/8
'-4
/8
11'-0" 8'-0" 11'-0"
8" 30'-0" 8"
FREEZE PROOF
HOSE BIBB
FREEZE PROOF
HOSE BIBB
NOTE:
GRIDLINES SHOWN FOR REFERENCE. FINAL
STRUCTURE AND REQUIREMENTS TO BE
COORDINATED WITH GREENHOUSE MANUFACTURER.
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1/ 8"
2" S
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8"
2"
SLOPE
1/8" / 12"
SLOPE
1/8" / 12"
LINE OF OVERHEAD
DOOR ABOVE
4'-0"
MASS CONCRETE
FOOTING AT DOOR
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101a
LINE OF GREENHOUSE
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LINE OF GREENHOUSE
BY OTHERS
LINE OF GREENHOUSE
BY OTHERS
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1/ 8"
2"
FLOOR DRAIN
SLOPE
1/8" / 12"
SLOPE
1/8" / 12"
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BULL NOSE CMU, TYPICAL AT ALL
EXTERIOR CORNERS
CONTINUOUS PERIMETER SEALANT
INTERIOR AND EXTERIOR BY
GREENHOUSE CONTRACTOR, TYPICAL
ALUMINUM DOOR AND FRAME,
COORDINATE INSTALLATION
WITH GREENHOUSE SYSTEM
THRESHOLD BELOW
4"
6"
4"
BULL NOSE CMU, TYPICAL
AT ALL EXTERIOR CORNERS
STEEL ANGLE, PER DOOR
MANUFACTURERS
REQUIREMENTS
DOOR TRACK AND GUIDES
ALUMINUM AND GLASS
SECTIONAL OVERHEAD DOOR
FLOOR 1
100'-0"
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T.O. FOOTING
97'-4"
CONTINUOUS SEALANT OVER PRE-MOLDED
EXPANSION MATERIAL TYPICAL
4" CONCRETE SLAB WITH 6X6W2.1 W.W.M.
REINFORCING ON COMPACTED GRANULAR FILL
WITH VAPOR RETARDER
2" x 2'-0" RIGID PERIMETER
INSULATION TYPICAL
CMU - GROUT SOLID BELOW
FINISH FLOOR TYPICAL
POURED CONCRETE FOOTING w/
(2) #5 BARS TOP AND BOTTOM TYP
4'-0"
POURED CONCRETE MASS
FOOTING 44" BELOW GRADE
CONTINUOUS SEALANT OVER
PREMOLDED EXPANSION
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THRESHOLD SET IN MORTAR
DOOR, SEE SCHEDULE
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34000 Plymouth Road Livonia, MI 48150
PH 734.522.6711 | F 734.522.6427
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1/4" = 1'-0"1
FLOOR PLAN
1 1/2" = 1'-0"3
JAMB DETAIL
1 1/2" = 1'-0"2
OVERHEAD JAMB
1" = 1'-0"4
MASS FOOTING DETAIL
1. DOOR AND FRAME BY GREENHOUSE MANUFACTURER
COORDINATE DETAILS WITH ARCHITECT
SCHEDULE NOTES:
DOOR SCHEDULE
MARK
SIZE
NOTESWIDTH HEIGHT
101a 3'-0" 7'-0" 1
101b 8'-0" 8'-0" 1
FLOOR 1
100'-0"
A
T.O. FOOTING
97'-4"
TOP OF MASONRY
103'-0"
4" x 4" STEEL COLUMN AND BASE PLATE, FURNISHED
AND INSTALLED BY GREENHOUSE CONTRACTOR
4" x 8" x 16" BULL NOSE SOLID CMU.
COPE AT COLUMNS AS REQUIRED.
#5 VERTICAL BAR REINFORCING AT
24" C/C DOWEL INTO FOOTING
CONTINUOUS SEALANT OVER PRE-
MOLDED EXPANSION MATERIAL TYP
4" CONCRETE SLAB WITH 6X6W2.1 W.W.M.
REINFORCING ON COMPACTED GRANULAR FILL
WITH VAPOR RETARDER
2" x 2'-0" RIGID PERIMETER INSULATION TYP
CMU - GROUT SOLID BELOW FINISH FLOOR TYP
POURED CONCRETE FOOTING w/
(2) #5 BARS TOP AND BOTTOM TYP
GREENHOUSE SYSTEM BY OTHERS
CONTINUOUS PERIMETER SEALANT,
BOTH SIDES, BY GREENHOUSE
CONTRACTOR, TYPICAL
4" x 4" x 16" BULL NOSE SOLID CMU
CONTINUOUS DRAINAGE STRIP AS
PART OF MASONRY FLASHING SYSTEM
SINGLE -WYTHE CONCRETE
MASONRY FLASHING SYSTEM
3' -0
2'
-8
1' -0
FLOOR 1
100'-0"
ROOF
111'-10 1/2"
RIDGE
119'-8"
TOP OF MASONRY
103'-0"
1 2 3 4 5
GREENHOUSE
BY OTHERS
CONTROL JOINTCONTROL JOINT CONTROL JOINT
FLOOR 1
100'-0"
ROOF
111'-10 1/2"
RIDGE
119'-8"
TOP OF MASONRY
103'-0"
12345
GREENHOUSE
BY OTHERS
CONTROL JOINT CONTROL JOINT
FLOOR 1
100'-0"
ROOF
111'-10 1/2"
A
RIDGE
119'-8"
B
TOP OF MASONRY
103'-0"
GREENHOUSE
BY OTHERS
CONTROL JOINT CONTROL JOINT
FLOOR 1
100'-0"
ROOF
111'-10 1/2"
A
RIDGE
119'-8"
B
TOP OF MASONRY
103'-0"
GREENHOUSE
BY OTHERS
8' -0
CONTROL JOINTCONTROL JOINT P
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34000 Plymouth Road Livonia, MI 48150
PH 734.522.6711 | F 734.522.6427
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A s in di ca te d
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1 1/2" = 1'-0"1
WALL SECTION
1/4" = 1'-0"2
EAST ELEVATION
1/4" = 1'-0"3
WEST ELEVATION
1/4" = 1'-0"4
NORTH ELEVATION
1/4" = 1'-0"5
SOUTH ELEVATION
| Sheets |
| A-101 - PLANS, DETAILS, AND SPECIFICATIONS |
| A-102 - SECTIONS AND ELEVATIONS |
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