2019_1219 Healthy Livonia Greenhouse (1).pdf
PDF 995 KB Posted
- Solicitation number
- RFP LPS 200000001050 3
- Issued by
- Wayne County, Michigan
About this file
This is an architectural drawing document for the Healthy Livonia Greenhouse project located at Garfield Elementary School in Livonia, Michigan, prepared by OHM Advisors. The project consists of detailed plans, sections, elevations, and specifications for greenhouse construction, including floor plans, wall sections, and four directional elevations (east, west, north, and south). The drawings indicate that the structure will feature a concrete slab foundation with perimeter insulation, concrete masonry unit (CMU) walls with bull nose corners, floor drains with freeze-proof hose bibbs, and overhead doors with aluminum frames and glass sections. The greenhouse system itself is to be provided by others, with final structure and requirements to be coordinated with the greenhouse manufacturer. The document is dated December 19, 2019, and is marked as preliminary and not for construction.
The specifications detail construction elements including a 4-inch concrete slab with 6x6 W2.1 wire mesh reinforcing on compacted granular fill with vapor retarder, poured concrete footings with #5 reinforcement bars, rigid perimeter insulation, continuous sealant systems, and control joints. The drawings specify two doors in the schedule: a 3'-0" by 7'-0" door (Mark 101a) and an 8'-0" by 8'-0" door (Mark 101b), both to be coordinated with the greenhouse manufacturer. The document indicates floor elevation at 100'-0", roof elevation at 111'-10½", and ridge elevation at 119'-8", with the top of masonry at 103'-0". No pricing, budget, bidding timeline, or contract award information is provided in this preliminary architectural drawing document.
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Text version
A B
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.
A-102
A-102
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A-101
A-101
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LO
P E
1/ 8"
2" S
LO
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E 1/
8"
2"
SLOPE
1/8" / 12"
SLOPE
1/8" / 12"
LINE OF OVERHEAD
DOOR ABOVE
4'-0"
MASS CONCRETE
FOOTING AT DOOR
A-101
101b
101a
LINE OF GREENHOUSE
BY OTHERS
LINE OF GREENHOUSE
BY OTHERS
LINE OF GREENHOUSE
BY OTHERS
S
LO
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1/ 8"
2"
FLOOR DRAIN
SLOPE
1/8" / 12"
SLOPE
1/8" / 12"
A
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"
A
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
MATERIAL TYPICAL
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
S E
A L
A s in di ca te d
-1
-1
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P
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H e a lt h y L iv o n ia
G re e n h o u s e \D ra w in g s \A rc h -I n tD e s \1
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D A
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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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