36E77618B0089-006.pdf
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- Solicitation number
- 36E77618B0089
About this file
36E77618B0089 ATTACHMENT 3 - All Drawings Combined PART 2 (AE601 to FS100).pdf
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| File | Type | Posted |
|---|---|---|
| 36E77618C0039-000.docx | DOCX document | |
| 36E77618B0089-0005000.docx | DOCX document | |
| 36E77618B0089-0005001.docx | DOCX document | |
| 36E77618B0089-0004001.docx | DOCX document | |
| 36E77618B0089-0004000.docx | DOCX document | |
| 36E77618B0089-0003000.docx | DOCX document | |
| 36E77618B0089-0003001.pdf | ||
| 36E77618B0089-0003002.pdf | ||
| 36E77618B0089-0002000.docx | DOCX document | |
| 36E77618B0089-0002002.pdf | ||
| 36E77618B0089-0002004.pdf | ||
| 36E77618B0089-0002003.pdf | ||
| 36E77618B0089-0002001.pdf | ||
| 36E77618B0089-0001000.docx | DOCX document | |
| 36E77618B0089-009.pdf | ||
| 36E77618B0089-005.pdf | ||
| 36E77618B0089-010.docx | DOCX document | |
| 36E77618B0089-008.pdf | ||
| 36E77618B0089-003.docx | DOCX document | |
| 36E77618B0089-007.pdf | ||
| 36E77618B0089-004.pdf | ||
| 36E77618B0089-000.docx | DOCX document |
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Text version
2' 4' 8'0
3" 6" 9"0
1/2' 1' 1 1/2'0
1/2' 1' 1 1/2'0
3" 6" 9"03" 6" 9"0
1/2' 1' 1 1/2'0
1/2' 1' 1 1/2'0
1/2' 1' 1 1/2'03" 6" 9"0
3" 6" 9"0
3" 6" 9"0
3" 6" 9"0
3" 6" 9"0
Dwg. of Revisions: Date
ARCHITECT/ENGINEERS: Project Number
Building Number
Drawing Number
Date Checked Drawn
Project Title
Location
Drawing Title
Approved:
CONSULTANTS:
Environment and Infrastructure
511 Congress St., Suite 200, Portland ME 04101
P: (207) 775-5401 F: (207) 772-4762 www.amec.com
0 1" 2"0 1" 2"
0 1" 2"
1' 2' 4'03" 6" 9"0
1/2' 1' 1 1/2'0
H1
H2
S1
J3J2
H1
S1
J1
H1
J2
J4
1' 2' 4'0
3" 6" 9"0
3" 6" 9"0
3" 6" 9"0
3" 6" 9"0
3" 6" 9"0 3" 6" 9"0
Dwg. of Revisions: Date
ARCHITECT/ENGINEERS: Project Number
Building Number
Drawing Number
Date Checked Drawn
Project Title
Location
Drawing Title
Approved:
CONSULTANTS:
Environment and Infrastructure
511 Congress St., Suite 200, Portland ME 04101
P: (207) 775-5401 F: (207) 772-4762 www.amec.com
1/2' 1' 1 1/2'0 3" 6"0
3" 6"0
3" 6"0
3" 6"0
Dwg. of Revisions: Date
ARCHITECT/ENGINEERS: Project Number
Building Number
Drawing Number
Date Checked Drawn
Project Title
Location
Drawing Title
Approved:
CONSULTANTS:
Environment and Infrastructure
511 Congress St., Suite 200, Portland ME 04101
P: (207) 775-5401 F: (207) 772-4762 www.amec.com
Dwg. of Revisions: Date
ARCHITECT/ENGINEERS: Project Number
Building Number
Drawing Number
Date Checked Drawn
Project Title
Location
Drawing Title
Approved:
CONSULTANTS:
Environment and Infrastructure
511 Congress St., Suite 200, Portland ME 04101
P: (207) 775-5401 F: (207) 772-4762 www.amec.com
3" 6" 9"0
3" 6" 9"0
3" 6" 9"0
3" 6" 9"0
3" 6" 9"0
3" 6" 9"0
3" 6" 9"0
3" 6" 9"0
M
L.1
L
K
J.4
1 2 2.1 3 3.1 3.2 4 4.2 5
Dwg. ofRevisions: Date
ARCHITECT/ENGINEERS:
VA San Diego
ENGINEERING SERVICE
Architecture Engineering Design-Build paradigm Project Number
Building Number
Drawing Number
Date Checked Drawn
Project Title
Location
Drawing Title
Approved:
CONSULTANTS:
Environment and Infrastructure
511 Congress St., Suite 200, Portland ME 04101
P: (207) 775-5401 F: (207) 772-4762 www.amec.com
FIRE SUPRESSION LEGEND:
FACTORY MUTUAL (FM) APPROVED QUICK RESPONSE SEMI
RECESSED PENDENT SPRINKLER
A. ONLY APPROVED AND LISTED MATERIALS AND DEVICES SHALL BE UTILIZED.
B. AUTOMATIC FIRE SPRINKLERS SHALL BE INSTALLED PER NFPA 13 GUIDELINES.
C. NEW SYSTEM PIPING SHALL BE HYDROSTATICALLY TESTED AT 200 PSI FOR TWO (2) HOURS
OR AT 50 PSI ABOVE THE MAXIMUM SYSTEM OPERATING PRESSURE, WHICHEVER IS
GREATER.
D. A STOCK OF SPARE SPRINKLERS OF EACH STYLE, TYPE, AND TEMPERATURE RATING
ALONG WITH A SPRINKLER WRENCH SHALL BE LOCATED AT THE MAIN RISER.
E. IN THE CEILING GRID ALL AUTOMATIC FIRE SPRINKLERS SHALL BE INSTALLED CENTER OF
TILE.
F. EXISTING BUILDING IS FULLY SPRINKLERED
FIRE SUPRESSION NOTES:
AutoCAD SHX Text 4049A
AutoCAD SHX Text
(HEP C)
AutoCAD SHX Text
EXAM/CONSULT
AutoCAD SHX Text 4049D
AutoCAD SHX Text
(WOUND)
AutoCAD SHX Text
EXAM ROOM
AutoCAD SHX Text 4049C
AutoCAD SHX Text
(WOUND)
AutoCAD SHX Text
EXAM ROOM
AutoCAD SHX Text 4049E
AutoCAD SHX Text
(WOUND)
AutoCAD SHX Text
EXAM ROOM
AutoCAD SHX Text
AutoCAD SHX Text
HAC
AutoCAD SHX Text 4049F
AutoCAD SHX Text
(WOUND W/ LIFT)
AutoCAD SHX Text
EXAM ROOM
AutoCAD SHX Text
AutoCAD SHX Text
LINEN
AutoCAD SHX Text
CLEAN
AutoCAD SHX Text
AutoCAD SHX Text
RESTROOM
AutoCAD SHX Text
AutoCAD SHX Text
CONFERENCE
AutoCAD SHX Text 4049B
AutoCAD SHX Text
(HEP C)
AutoCAD SHX Text
EXAM/CONSULT
AutoCAD SHX Text
AutoCAD SHX Text
OFFICE
AutoCAD SHX Text
AutoCAD SHX Text
(WOUND)
AutoCAD SHX Text
EXAM ROOM
AutoCAD SHX Text
AutoCAD SHX Text
(WOUND)
AutoCAD SHX Text
EXAM ROOM
AutoCAD SHX Text
AutoCAD SHX Text
HAS/CLERK
AutoCAD SHX Text
AutoCAD SHX Text
(HEP C)
AutoCAD SHX Text
EXAM/CONSULT
AutoCAD SHX Text 4042B
AutoCAD SHX Text
HALLWAY
AutoCAD SHX Text 4042A
AutoCAD SHX Text
OMNICELL
AutoCAD SHX Text 4044A
AutoCAD SHX Text
RACK ROOM
AutoCAD SHX Text 4040A
AutoCAD SHX Text
SIGNS
AutoCAD SHX Text
VITAL
AutoCAD SHX Text
AutoCAD SHX Text
ROOM
AutoCAD SHX Text
WAITING
AutoCAD SHX Text
AutoCAD SHX Text
RME/BIOHAZARD
AutoCAD SHX Text
SOILED UTILITY/TRASH
AutoCAD SHX Text
WAP
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ISSUED FOR CONSTRUCTION
AutoCAD SHX Text
AutoCAD SHX Text 664-16-838
AutoCAD SHX Text
AutoCAD SHX Text
3350 LA JOLLA VILLAGE DRIVE, SAN DIEGO CA 92161
AutoCAD SHX Text
SAN DIEGO VA MEDICAL CENTER
AutoCAD SHX Text
WATER LEAK DAMAGE REMEDIATION WEST WING, 4TH FLOOR DESIGN
AutoCAD SHX Text 07/20/2018
AutoCAD SHX Text 200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com
AutoCAD SHX Text Office of Construction and Real Estate Management
AutoCAD SHX Text
CWG
AutoCAD SHX Text
MJM
AutoCAD SHX Text
FS-100
AutoCAD SHX Text
AutoCAD SHX Text
%%UFIRE SPRINKLER LAYOUT PLAN
AutoCAD SHX Text
SCALE: 1/4" = 1'-0" 1/4" = 1'-0"
AutoCAD SHX Text
FS-100
AutoCAD SHX Text
AutoCAD SHX Text
FIRE SPRINKLER LAYOUT PLAN
AutoCAD SHX Text
EXPOSED "T" GRID
AutoCAD SHX Text
SPRINKLER LOCATION
AutoCAD SHX Text 2'x 2'x 5/8"
AutoCAD SHX Text
CEILING TILE
AutoCAD SHX Text
MINERAL LAY-IN
AutoCAD SHX Text
%%UFIRE SPRINKLER TILE DETAIL
AutoCAD SHX Text
SCALE: NOT TO SCALE NOT TO SCALE
AutoCAD SHX Text
FS100
AutoCAD SHX Text
AutoCAD SHX Text
A= 7'-6" MAX. UNLESS THE RULE OF NFPA 13
AutoCAD SHX Text
CHAPTER 11 SMALL ROOM RULE APPLY.
AutoCAD SHX Text A
AutoCAD SHX Text
MAX SPRINKLER SPACING BETWEEN SPRINKLERS
AutoCAD SHX Text
LAY IN CEILING TILE
AutoCAD SHX Text
SPRINKLER
AutoCAD SHX Text
WALL
AutoCAD SHX Text
%%UFIRE SPRINKLER MAX WALL DISTANCE DETAIL
AutoCAD SHX Text
SCALE: NOT TO SCALE NOT TO SCALE
AutoCAD SHX Text
FS100
AutoCAD SHX Text
AutoCAD SHX Text
FOR STANDARD SPRAY SPRINKLERS IS 15'-0".
| 664-16-838_GI001 |
| 664-16-838_GI002 |
| 664-16-838_GI204 |
| 664-16-838_GI204-INT |
| 664-16-838_HM-1 |
| 664-16-838_HM-2 |
| 664-16-838_HM-3 |
| 664-16-838_HM-4 |
| 664-16-838_S101 |
| 664-16-838_LS.100 |
| Sheets and Views |
| VASD.4TH FLOOR.LS.100 WITH STAMP-LS100 |
| 664-16-838_AD-100 |
| 664-16-838_AD-101 |
| 664-16-838_AD-102 |
| 664-16-838_AE-001 |
| 664-16-838_AE-100 |
| 664-16-838_AE-101 |
| 664-16-838_AE-102 |
| 664-16-838_AE-103 |
| 664-16-838_AE-104 |
| 664-16-838_AE-105 |
| 664-16-838_AE-106 |
| 664-16-838_AE-107 |
| 664-16-838_AE-201 |
| 664-16-838_AE-401 |
| 664-16-838_AE-402 |
| 664-16-838_AE-403 |
| 664-16-838_AE-501 |
| 664-16-838_AE-502 |
| 664-16-838_AE-601 |
| 664-16-838_AE-602 |
| 664-16-838_AE-603 |
| 664-16-838_AI001 |
| 664-16-838_AI301 |
| 664-16-838_AI302 |
| 664-16-838_AI303 |
| 664-16-838_AI304 |
| 664-16-838_ALT-1 |
| 664-16-838_FA001 |
| 664-16-838_FA104 |
| 664-16-838_FS.100 |
| Sheets and Views |
| VASD.4TH FLOOR.FS.100 WITH STAMP-FS-100 |
| 664-16-838_P-001 |
| 664-16-838_PD101i |
| 664-16-838_PP101 |
| 664-16-838_PP101i |
| 664-16-838_PS101 |
| 664-16-838_PS101i |
| 664-16-838_P-501 |
| 664-16-838_M001 |
| 664-16-838_MD101 |
| 664-16-838_MH101 |
| 664-16-838_MH101i |
| 664-16-838_MP101i |
| 664-16-838_M-501 |
| 664-16-838_M-502 |
| 664-16-838_M-601 |
| 664-16-838_E-001 |
| 664-16-838_E-501 |
| 664-16-838_ED104 |
| 664-16-838_EL104 |
| 664-16-838_EL501 |
| 664-16-838_EL502 |
| 664-16-838_EM104-INT |
| 664-16-838_EP104 |
| 664-16-838_EP104-INTA |
| 664-16-838_EP104-INTB |
| 664-16-838_EP501 |
| 664-16-838_EP502 |
| 664-16-838_EP601 |
| 664-16-838_EP602 |
| 664-16-838_EP603 |
| 664-16-838_EP604 |
| 664-16-838_ET001 |
| 664-16-838_ET104 |
| 664-16-838_ET104-INT |
| 664-16-838_ET501 |
| 664-16-838_EY104 |
File details come from the government source that posted it.