A-304_CSMS-ARCH_042117-REVISED.pdf
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- PN150035 COMBINED SUPPORT MAINTENANCE SHOP
- Solicitation number
- W912J6-17-R-0002
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REVISED DWG A-304
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Other files
| File | Type | Posted |
|---|---|---|
| W912J6-17-R-0002-0006.pdf | ||
| Q&A_Dated_15Aug2017.pdf | ||
| W912J6-17-R-0002-0005.pdf | ||
| Q&A_Dated_12Aug2017.pdf | ||
| REVISED_EXHIBIT_A-W912J617R0002_-_Copy.doc | DOC document | |
| Q&A_Dated_11Aug2017_0700_Hours.pdf | ||
| REVISED_EXHIBIT_A-W912J617R0002_-_Copy.doc | DOC document | |
| REVISED_EXHIBIT_A-W912J617R0002.doc | DOC document | |
| W912J6-17-R-0002-0004.pdf | ||
| Q&A_Dated_07Aug2017_1300_Hours.pdf | ||
| W912J6-17-R-0002-0003.pdf | ||
| Q&A_Dated_02Aug2017_0600_Hours.pdf | ||
| PreProposal_Meeting_Minutes26Jul17.pdf | ||
| SIGN_IN_SHEET.pdf | ||
| Q&A_Dated_31Jul2017_0500_Hours.pdf | ||
| Addendum_1_Elec.pdf | ||
| Q&A_Dated_27Jul2017.pdf | ||
| W912J6-17-R-0002-0002.pdf | ||
| 87618_Subsurface_Information.pdf | ||
| Q&A_Dated_25Jul2017.pdf | ||
| Q&A_Dated_24Jul2017.pdf | ||
| W912J6-17-R-0002-0001.pdf | ||
| EXHIBIT_B-W912J617R0002_-_Copy.doc | DOC document | |
| EXHIBIT_A-W912J617R0002_-_Copy.doc | DOC document | |
| EXHIBIT_C-W912J617R0002_-_Copy.doc | DOC document | |
| Q&A_Dated_13Jul2017.pdf | ||
| W912J6-17-R-0002.pdf |
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Text version
D
STRUCT
BRACING
STRUCT BRACING
EXPANSION JOINT
8" CMU
METAL SIDING
WF COLUMN 8" CMU
9"
PROPRIETARY DETAIL TO BE REVISED PER SELECTION
OF FINAL EXPANSION JOINT SYSTEM BY CONTRACTOR
J
EXPANSION JOINT
WF COLUMN
9"
8" CMU
8" CMU
K
EXPANSION
JOINT
EXPANSION JOINT
1" 1"
8" CMU
8" CMU
MTL STUD
FURRING
GYP BD
SEALANT
F
EXPANSION
JOINT
8" CMU
METAL STUD
FURRING
1"
SEALANT
BOTH SIDES
F
METAL SIDING
8" CMU
EXPANSION JOINT
MTL STUD FURRING
1"
SEALANT
BRICK BELOW
6' DIA PIPE GUARD
POST, 3'-6" HIGH FILLED
WITH CONCRETE, PAINT
YELLOW
INTERIOR FACE OF
EXTERIOR WALL
1'
1' - 0"
12" x 12" x 1/2" STEEL PLATE WITH (4)
CONCRETE ANCHORS, (4) 1/2" DIA.
HILTI HIT-HY 200+HIT-Z RODS OR
EQUAL, EMBED 4 1/2"
FINISH FLOOR
3'
M
IN
PLAN
ELEVATION
1' - 6"
2'
1'
OVERHEAD
DOOR
INTERIOR
BOLLARD
SEE 4/DT502 FOR
EXTERIOR BOLLARD
DETAIL
EXTERIOR
INTERIOR
A-509
9"
METAL SIDING WALL
REGLET
FLASHING
EPDM BELLOWS
CLOSED CELL FOAM
METAL RETAINER
METAL STUD
METAL BLOCKING
CANT
METAL
ROOF
STEEL GIRT PER STRUC
8 15/16"
BATT INSULATION
PROPRIETARY DETAIL TO BE REVISED PER SELECTION
OF FINAL EXPANSION JOINT SYSTEM BY CONTRACTOR
TOP OF 14' PLATE
114' - 0"
METAL SIDING
INSULATION
8" CMU
SEALANT
METAL SIDING
INTERIOR CORNER
FLASHING FASTENED W/
SHEET METAL SCREWS
W/ NEOPRENE WASHERS
@ 8" O.C.
M
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1' - 6"
10"
M
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METAL SIDING
EXTERIOR CORNER FLASHING
FASTENED W/ SHEET METAL
SCREWS W/ NEOPRENE
WASHERS @ 8" O.C.
1' - 6"
2'
4"
8" MET. FLASHING
CAPITAL
4" CER TILE TRIM
4" MASONRY
BASE W/ CER.
TILE BASE AND
COVE
8" MASONRY FIELD
8" MASONRY FIELD
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04/21/17
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THIS WORK WAS PREPARED BY ME OR
UNDER MY SUPERVISION AND
CONSTRUCTION OF THIS PROJECT WILL BE
UNDER MY OBSERVATION
Signature Expiration Date of the License
A
ARCHITECT
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LICENSED
WA
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No. 8352
L.ES TS
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A-509
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A-104
EXPANSION JOINT DETAIL AT
GRID D/7
SCALE IN FEET
0 1/2' 1' 2'
A-104
EXPANSION JOINT DETAIL AT
GRID J/7
SCALE IN FEET
0 1/2' 1' 2'
A-104
EXPANSION JOINT DETAIL AT
GRID K/12
SCALE IN FEET
0 1/2' 1' 2'
A-104
EXPANSION JOINT DETAIL AT
GRID F/12
A-104
EXPANSION JOINT DETAIL AT
GRID F/13
SCALE IN FEET
0 1/2' 1' 2'
SCALE IN FEET
0 1/2' 1' 2'
8EXTERIOR BOLLARD DETAIL
SCALE IN FEET
0 1' 2' 4'A-103
6TYP. DETAIL PLAN
SCALE IN FEET
0 1' 2' 4'A-304
ROOF EXP JOINT AT HIGH
BAY
SCALE IN FEET
0 1/2' 1' 2'
A-304
9EXTERIOR WALL DETAIL
SCALE IN FEET
0 1/2' 1' 1 1/2'
TYPICAL INSIDE CORNER @
EXTERIOR WALL
TYPICAL OUTSIDE CORNER @
EXTERIOR WALL
SCALE IN FEET
0 1/2' 1' 2'
SCALE IN FEET
0 1/2' 1' 2' A-201
MASONRY PATTERN AT
ENTRY COLUMN
SCALE IN FEET
0 2' 4' 8'
04-30-201804-30-201804-30-201804-30-201804-30-2018 jims Dimension 2" jims Line jims Snapshot jims Text Box
CONT. FLASHING TAPE, TYP.
jims Line jims PolyLine jims Text Box NOTE: DETAIL APPLICABLE TO ALL VERTICAL AND HORIZONTAL MASONRY TO INSULATION-METAL PANEL INTERFACES jims Text Box
EXTERIOR METAL PANEL (INSULATIVE WHERE OCCURS), TYP.
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