Vol 1-15_drawings.pdf
PDF 27 MB Posted
- Attached to
- Renovate Patient Privacy Phase II Federal contract opportunity
- Solicitation number
- 36C24623R0033
About this file
This file provides details on a federal contract opportunity for renovations. The related solicitation, number 36C24623R0033 from the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 6, seeks offers to renovate patient privacy in Phase II of a project. The solicitation involves renovating patient areas to improve privacy. The 27MB PDF file contains drawings to assist offerors in preparing responses for the renovation work. Responses to the solicitation are due based on the specified terms. The contract is set aside for small businesses and will support the agency's mission to enhance patient care facilities.
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Text version
PATIENT RM
4H-108
MECH SHAFT
4H-M1
STAIR (NIC)
S-3
ANTE RM
4H-137A
PATIENT RM
4H-135
BATH RM
4H-135A
BATH RM
4H-133A
PATIENT RM
4H-133
BATH RM
4H-131A
PATIENT RM
4H-131
BATH RM
4H-130A
PATIENT RM
4H-132
BATH RM
4H-132A
PATIENT RM
4H-128
BATH RM
4H-128A
BATH RM
4H-126A
PATIENT RM
4H-125
BATH RM
4H-125A
BATH RM
4H-124A
PATIENT RM
4H-124
BATH RM
4H-121A
PATIENT RM
4H-115
SVC
BAY/MECH
RM
4H-114
HOUSE
KEEPING
4H-112
PATIENT RM
4H-110
PATIENT RM
4H-106
PATIENT RM
4H-109
BATH RM
4H-108A
BATH RM
4H-109A
BATH RM
4H-107A
BATH RM
4H-106A
BATH RM
4H-122A
STOR
4H-111
NEGATIVE
ISOLATION
RM
4H-137
PATIENT RM
4H-130
BARIATRIC
RM
4H-126
PATIENT RM
4H-122
BATH RM
4H-115A
PATIENT RM
4H-107
CART /
STRETCHER
ALCOVE
4H-120
CORRIDOR
CH4-19
BATH RM
4H-110A
NURSE
STATION
CH4-14
EXIST
ELECT
4H-116
UTILITY
SOILED
4H-136
UTILITY
CLEAN
4H-138
STORAGE
EQUIPMENT
4H-139
PHARMACY
4H-141
FLEX SPACE
4H-142
LOUNGE
4H-119
TLT 1
4H-129
TELEM
4H-123
ASST NURSE
MANAGER
4H-105
NURSE
MANAGER
4H-113
NOURISH
4H-118
MED
4H-117
LINEN
4H-140
MED GAS
4H-134
TLT 2
4H-127
LOCKERS
4H-119B
PATIENT RM
4H-121
CORRIDOR
CH4-16
CRASH
MOBILE
CARTS X-RAY
4H-138
IT
4H-102
LINEN
4H-104
NEGATIVE
BARIATRIC
RM
4H-100
NEGATIVE
ISOLATION
RM
4H-103
ANTE RM
4H-103A
ANTE RM
4H-100A
BATH RM
4H-100B
BATH RM
4H-103B
BATH RM
4H-137B
CORRIDOR
CH4-17
CORRIDOR
CH4-15
CORRIDOR
CH4-20
NURSE
STATION
CH4-18A
NURSE
STATION
CH4-18B
NURSE
STATION
CH4-18C
CORRIDOR
C4-4B
CORRIDOR
C4-4A
WAITING
C4-2B
CORRIDOR
C4-3A
CORRIDOR
C4-3B
ELEVATOR
LOBBY
C4-5
WAITING
C4-2A
HEALTH CARE SLEEPING DEPARTMENT
FULLY SPRINKLERED
1HR1HR1HR
H
R
H
R
H R
H
R
H R
H
R
H R
2HR2HR
H
R
H R
H
R
H R
H
R
H R
2HR
2HR
H
R
H R
H
R
H R
H
R
H R
H
R
H R
2HR2HR2HR
H
R
H R
H
R
H R
H
R
H R
H
R
H R
2HR 2HR 2HR
H
R
H R
2HR2HR2HR2HR2HR2HR2HR2HR2HR
H
R
H R
2HR 2HR 2HR 2HR 2HR 2HR 2HR 2HR 2HR
H
R
H
R
H
R
2HR
H
R
2HR
H
R
S P
S P
SP
S P
S P
SP
S P
S P
S P
S P
S P
S P
S P
HEALTH CARE - BUSINESS USE
FULLY SPRINKLERED
3.9'
EXIT 2
F
S B
F
S B
F
S B
F
S B
1FSB
F
S
B
F
S
B
1FSB 1FSB 1FSB
H
R
2HR 2HR 2HR 2HR 2HR
H
R
H
R
H R
2HR 2HR 2HR 2HR 2HR 2HR
H
R
H R
2HR2HR2HR2HR2HR2HR
1HR 1HR
H
R
H R
H
R
1HR1HR
H
R
H R
H
R
SPSP
S P
S P
SP SP
S P
S P
H
R
2HR
H
R
2HR
1HR 1HR 1HR
H
R
H R
1HR1HR1HR
H
R
H R
3.75'
EXIT 1
12013689
3.75'
3.75'
1506801
F
S B
F
S B
F
S B
1FSB 1FSB 1FSB
F
S B
1FSB
F
S
B
F
S
B
F
S B
F
S B
F
S B
F
S B
F
S B
1HR 1HR
1HR
H
R
H R
H
R
1HR1HR1HR1HR
1HR1HR
H
R
1HR1HR
1HR 1HR
H
R
H R
H
R
1HR1HR
H
R
H R
H
R
OCCUPANTSOCCUPANT TYPE
LEVEL POPULATION
= 46BUSINESS
Total = 161
CAPACITY
OCCUPANTS
USING EXITS
TAG NUMBER
EXIT 1 150 115
CAPACITY
OCCUPANTS
USING EXITS
TAG NUMBER CAPACITY
OCCUPANTS
USING EXITS
TAG NUMBER
EXIT 2 156 46
Total = 161
= 115HEALTH CARE SLEEPING
o n e e i g h t h i n c o e f o t t h r e e i n c h e s o t o n e a d a l f i n c h e s o t o n e i n o t t h r e e q u a r t e r s i n o t o n e h a l f i n o t t h r e e e i g h t h s i n o t o n e q u a r t e r i n o t
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Drawing Title Project Title
CheckedBuilding Number Drawn
Revisions Date
Corporate Office:
766 Middle St, Fairhope, AL 36532
Phone: 251.990.5778
Fax: 251.990.3716
Date
Project No.
Drawing No.
Location
Sheet of
CONSTRUCTION DOCUMENT SUBMISSION
FULLY SPRINKLERED
V e t e r a n s
A f f a i r s
Approved: Associate Director
Approved: Chief of Staff
Approved: Service Chief
Approved: GEMS Coordinator
Approved: Infection Control Officer
Approved: Safety Manager
Approved: Chief of Mental Health Service
Approved: Chief of Police
Approved: Energy Engineer
Professional Seal
Approved: Chief of Facility Management Svc.
Approved: Medical Center Director
DESIGN/BUILD
SALEM VA MEDICAL CENTER
2019.12.13
658-18-101
RENOVATE FOR PATIENT
PRIVACY - WING H
THESE DRAWINGS ARE
NOT TO BE USED FOR
CONSTRUCTION,
BIDDING, RECORDATION,
CONVEYANCE, SALES,
OR AS THE BASIS FOR
THE ISSUANCE OF A
PERMIT
11720 BELTSVILLE DR, SUITE 520
CALVERTON, MARYLAND 20705
POC: KEN JONES, 443-388-7351
KJONES@CBDG-AE.COM
JAS LBR
GI101
LIFE SAFETY PLAN
BUILDING CONSTRUCTION (EXISTING) - TYPE II (222)
MAXIMUM SMOKE COMPARTMENT AREA ALLOWED - 22,500 SQUARE FEET
ZONE H SMOKE COMPARTMENT 6,802 SQUARE FEET
MAXIMUM TRAVEL DISTANCE ALLOWED - 200 FEET
MAXIMUM COMMON PATH OF TRAVEL ALLOWED - 100 FEET
MAXIMUM DEAD-END CORRIDOR ALLOWED - 30 FEET
COMPARTMENTATION REQUIREMENTS:
SMOKE COMPARTMENT SEPARATIONS - 1 HOUR RATED FIRE/SMOKE
BARRIERS
NEW CORRIDOR WALLS CONSTRUCTED PER NFPA 101, 18.3.6.2 TO RESIST
THE PASSAGE OF SMOKE
HAZARDOUS ROOMS 50 TO 100 SQUARE FEET - SMOKE PARTITION
SEPARATION REQUIRED
HAZARDOUS ROOMS GREATER THAN 100 SQUARE FEET- 1-HOUR RATED
FIRE BARRIER REQUIRED
LEGEND
2 HOUR FIRE RATED BARRIER
FIRE EXTINGUISHER
EXIT SIGN
DIRECTION OF CHEVRON
DIRECTION OF ILLUMINATION
2HR 2HR 2HR
1HR 1HR 1HR
1 HOUR FIRE RATED BARRIER
EXITEX
STANDPIPE HOSE CONNECTION
PATH OF EGRESS
SP SP SP
SMOKE PARTITION
1FSB 1FSB 1FSB
1 HOUR FIRE RATED SMOKE BARRIER
STORAGE LESS THAN 50 SQUARE
FEET WITH NO DIRECT SUPERVISION.
AREA SMOKE DETECTION REQUIRED.
KEY PLAN
PLAN
NORTH
H
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
1/8" = 1'-0"
LIFE SAFETY PLAN
KEYED NOTES
WAITING AREA OPEN TO CORRIDOR. SMOKE DETECTION REQUIRED.
INDICATES EXISTING AREA
OUTSIDE OF PROJECT WORK AREA.
12/13/2019
2 4 5
K
L
M
N
O
P
73 61.4
EXISTING
STRUCTURAL
COLUMNS, TYP.
(EX) W27X114
(EX) W24X84
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(EX) W24X84
(EX) W14X34(EX) W14X34
(EX) W14X22
(EX) W16X26
(EX) W16X26 (EX) W16X26 (EX) W16X26
(EX) W16X26
(E X
W
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(E X
W
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(E X
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(E X
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(E X
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(E X
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(E X
W
X
(EX) W27X114(EX) W14X30(EX) W21X44(EX) W24X55
(E X
W
X
(E X
W
X
(E X
W
X
(EX) W16X26
(EX) W16X26
(E X
W
X
(E X
W
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(E X
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(E X
W
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(EX) W33X118
(E X
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(E X
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(E X
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(E X
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(E X
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(E X
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(E X
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(EX) W14X30
(EX) W27X114
(E X
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(E X
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(E X
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(E X
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(E X
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(E X
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(E X
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(E X
W
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(EX) W27X114
(EX) W14X34
(EX) W33X130
(E X
W
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(E X
W
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(EX) W16X26
(EX) W16X26 (EX) W16X26 (EX) W16X26
(E X
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(E X
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(E X
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(E X
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(EX) W27X114 (EX) W14X34
(EX) W27X114
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(EX) W8X10
PROVIDE STEEL ANGLES @ EACH
SIDE OF NEW OPENINGS CUT IN
EXISTING DECK FOR MECHANICAL
DUCTWORK.
PROVIDE STEEL ANGLES @
EACH SIDE OF NEW
OPENINGS CUT IN EXISTING
DECK FOR MECHANICAL
DUCTWORK.
SF-101
SF-101
L4x4x1/4 STEEL ANGLE @
EACH SIDE OF NEW
OPENING CUT IN DECKPLAN VIEW
EXISTING CONCRETE DECK
COORD.
OPENING
W/ TRADE
EXISTING STEEL WIDE
FLANGE BEAM
3/16
TYP.
LEVEL 5
1160.91
3/16
TYP.
L4x4x1/4 STEEL ANGLE @
EACH SIDE OF NEW
OPENING CUT IN DECK
EXISTING STEEL WIDE
FLANGE BEAM
EXISTING CONCRETE DECK
NEW OPENING
CUT IN DECK.
COORD. W/ TRADE
HSS STEEL POST @ RTU
SUPPORT TO OCCUR @
EXISTING BEAMS
10"x10"x1/2" STEEL BASE
PLATE W/ (4) 5/8" Ø
ANCHORS DRILLED &
EPOXIED MIN. 3" INTO
EXISTING DECK W/ HILTI
RE-500
L
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(EX) W14X34 (EX) W33X130
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
HSS4X4X3/8
HSS4X4X3/8
HSS4X4X3/8
HSS4X4X3/8
H S
S X
X
/8
HSS4x4x1/4 POSTS @
MECHANICAL SUPPORT FRAME,
TYP. ENSURE POSTS ARE
INSTALLED ABOVE EXISTING
STEEL BEAMS"S
"S
COORDINATE SPACING "S" OF
POSTS W/ MECHANICAL
DRAWINGS FOR EQUIPMENT
ATTACHMENT LOCATIONS
NEW OPENING IN ROOF
DECK. PROVIDE L4x4x1/4
@ EACH SIDE OF NEW
OPENING
SF-101
M
N
(EX) W21X44(EX) W24X55
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(EX) W33X118
(E X
W
X
4(EX) W8X10
SF-101
H S
S X
X
/8
H S
S X
X
/8
HSS4X4X3/8
HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8
HSS4X4X3/8HSS4X4X3/8HSS4X4X3/8HSS4X4X3/8
HSS4x4x1/4 POSTS @
MECHANICAL SUPPORT FRAME,
TYP. ENSURE POSTS ARE
INSTALLED ABOVE EXISTING
STEEL BEAMS
HSS4X4X3/8HSS4X4X3/8
HSS4X4X3/8 HSS4X4X3/8
COORDINATE SPACING "S" OF
POSTS W/ MECHANICAL
DRAWINGS FOR EQUIPMENT
ATTACHMENT LOCATIONS
"S
"S
NEW OPENING IN ROOF
DECK. PROVIDE L4x4x1/4
@ EACH SIDE OF NEW
OPENING
SF-101
H
J
NIC
KEY PLAN
PLAN
NORTH
DESIGN/BUILD
o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t
VA FORM 08-6231, OCT 1978
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Drawing Title Project Title
CheckedBuilding Number Drawn
Corporate Office:
766 Middle St, Fairhope, AL 36532 Phone: 251.990.5778
Fax: 251.990.3716
Date
Project No.
Drawing No.
Location
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
V e te ra n s
A ff a ir s
Approved: Associate Director
Approved: Chief of Staff
Approved: Service Chief
Approved: GEMS Coordinator
Approved: Infection Control Officer
Approved: Safety Manager
Approved: Chief of Mental Health Service
Approved: Chief of Police
Approved: Energy Engineer
Approved: Chief of Facility Management Svc.
Approved: Medical Center Director
/3
/2
:2 :2
A
M
Sheet of
Professional Seal
SF-101
FRAMING PLAN FOR NEW
ROOF TOP MECH. EQUIP.
RENOVATE FOR PATIENT
PRIVACY - WING H/ELEVATOR
LOBBY
SALEM VA MEDICAL CENTER
658-18-101
2019.08.26
RD SD
1/8" = 1'-0"1 STRUCTURE FOR NEW ROOF TOP MECHANICAL LAYOUT
DESIGN CRITERIA
1. REFERENCE CODE
a. UFC 3 301 01 "STRUCTURAL DESIGN"
b. 2015 INTERNATIONAL BUILDING CODE
2. BUILDING DESIGN LOADS
a. LIVE LOAD INFORMATION
1. FLOOR LOADS & FUTURER FLOORS: 100 PSF
2. MECHANICAL/ELECTRICAL: 150 PSF
3. FLOOR CONCENTRATED LOADS: 2000 lbs./2.5 SQ. FT.
4. ROOF LIVE LOAD: 20 PSF
b. DEAD LOAD INFORMATION
1. FLOOR DEAD LOAD: WEIGHT OF MATERIALS
2. ROOF DEAD LOAD: WEIGHT OF MATERIALS
c. EQUIPMENT & LIFT LOADS:
1. BASED ON THE MANUFACTURERS DATA OR AS INTERPRETED BY THE
IBC.
d. RISK CATEGORY: IV
e. SEISMIC DESIGN INFORMATION
1. SEISMIC IMPORTANCE FACTOR (Ie) = 1.5
2. SEISMIC DESIGN CATEGORY = C
3. 0.2 SECOND SPECTRAL RESPONSE ACCELERATION (SS) = 0.216
4. 1 SECOND SPECTRAL RESPONSE ACCELERATION (S1) = 0.124
5. 0.2 SECOND DESIGN SPECTRAL RESPONSE ACCELERATION (SDS) = 0.21
6. 1 SECOND DESIGN SPECTRAL RESPONSE ACCELERATION (SD1) = 0.103
7. SITE CLASS = C
8. SEISMIC FORCE RESISTING SYSTEM: NOT AFFECTED BY LIFT
EQUIPMENT
GENERAL
1. THE INTENT OF THESE DRAWINGS IS TO SHOW ALL ITEMS NECESSARY TO COMPLETE
THE STRUCTURE. FOR ITEMS, METHODS, AND/OR MATERIALS NOT SHOWN, THE
MINIMUM REQUIREMENTS OF THE REFERENCE CODE SHALL GOVERN. ALL WORK AND
CONSTRUCTION SHALL COMPLY WITH ALL OTHER APPLICABLE BUILDING CODES,
REGULATIONS, AND SAFETY REQUIREMENTS.
2. THROUGHOUT THESE DRAWINGS, THE TERM ENGINEER REFERS TO THE ENGINEER OF
RECORD FOR THIS PROJECT. OTHER ENGINEERING DISCIPLINES WILL BE EXPLICITLY
DESCRIBED. THE TERM ARCHITECT REFERS TO THE ARCHITECT OF RECORD FOR THIS
PROJECT.
3. METHODS, MEANS, AND MATERIALS ARE EXPLICITLY CALLED OUT IN THESE NOTES.
ANY DEVIATION OR PROPOSED CHANGE IS TO BE COMMUNICATED IMMEDIATELY TO
THE ENGINEER. NO DEVIATION OR CHANGE IS ACCEPTABLE WITHOUT WRITTEN
APPROVAL BY THE VETERANS AFFAIRS.
4. IT SHALL BE THE CONTRACTOR’S SOLE RESPONSIBILITY TO DESIGN AND PROVIDE
ADEQUATE SHORING, BRACING, AND FORMWORK, ETC. AS REQUIRED FOR THE
PROTECTION OF LIFE AND PROPERTY DURING THE CONSTRUCTION OF THE BUILDING.
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DURING
CONSTRUCTION SHALL BE MAINTAINED PER ASCE STANDARD NO. 37-02 "DESIGN
LOADS ON STRUCTURES DURING CONSTRUCTION".
5. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS WITH THE
ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS BEFORE
PREPARING SHOP DRAWINGS, FABRICATION, OR CONSTRUCTION. SEE
ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR SIZE AND
LOCATIONS OF PIPES, SLEEVES, PITS, VENTS, DUCTS, ROOF OPENINGS, TRENCHES,
EQUIPMENT PADS, MISCELLANEOUS IRON, AND/OR ANY DETAILS NOT SHOWN ON THE
STRUCTURAL DRAWINGS.
6. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL
DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY
DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE
VETERANS AFFAIRS PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION
CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT
DOCUMENT OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE
CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER,
ARCHITECT, OR ENGINEER
7. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL
NOTES, SPECIFICATIONS, AND TYPICAL DETAILS. WHERE NO NOTE OR DETAIL IS GIVEN,
CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.
8. ALL CONTRACTOR DESIGNED ELEMENTS SHALL BE DESIGNED BY A LICENSED
PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE FACILITY IS
LOCATED. CONTRACTOR SHALL SUBMIT CALCULATIONS CERTIFYING THAT ELEMENTS
ARE DESIGNED FOR THE UNFACTORED LOADS STATED.
9. SHOP DRAWINGS PREPARED BY SUPPLIERS AND SUBCONTRACTORS SHALL BE
REVIEWED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTING TO THE ENGINEER.
10. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS SHOWING SIZE, METHOD OF
ANCHORAGE, AND WEIGHT OF ALL EQUIPMENT THAT IS TO BE SUPPORTED BY THE
STRUCTURE FOR REVIEW BY THE ENGINEER. THIS IS TO DETERMINE ADEQUACY OF
THE STRUCTURE PRIOR TO ORDERING.
11. SHOP DRAWINGS AND SUBMITTALS:
A. AT A MINIMUM, SUBMIT THE FOLLOWING ITEMS FOR REVIEW BY THE ENGINEER.
1. MATERIAL CERTIFICATES FOR STRUCTURAL STEEL
2. PRODUCT SUBMITTAL FOR EPOXY ANCHORS
3. STRUCTURAL PRODUCT DATA SUBMITTALS
4. ADDITIONAL SUBMITTALS MAY BE REQUIRED IN THE STATEMENT OF
SPECIAL INSPECTIONS AND SPECIFICATIONS.
12. SHOP DRAWINGS AND OTHER ITEMS SHALL BE SUBMITTED TO THE ENGINEER FOR
REVIEW PRIOR TO FABRICATION. ALL CONTRACTOR SHOP DRAWINGS SHALL BE
REVIEWED BY THE GENERAL CONTRACTOR BEFORE SUBMITTAL AND STAMPED
"APPROVED BY CONTRACTOR". THE ENGINEER'S REVIEW IS INTENDED TO REVIEW FOR
CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE
RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'S REVIEW DOES NOT RELIEVE THE
CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW, CHECK, AND COORDINATE
THE SHOP DRAWINGS PRIOR TO SUBMISSION. THE CONTRACTOR REMAINS SOLELY
RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF
SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, DIMENSIONS, ETC.
REPRODUCTIONS OF CONTRACT DOCUMENTS SHALL NOT BE USED TO PREPARE
SHOP DRAWINGS. SHOP DRAWINGS AND SUBMITTALS SHALL BE SUBMITTED
"CONTRACTOR APPROVED".
13. WHERE A PROPRIETARY MANUFACTURER IS STATED, A PRODUCT THAT PROVIDES THE
EQUIVELANT OR BETTER PERFORMANCE MAY BE USED PROVIDED IT MEETS
NECESSARY APPROVAL CODES.
STRUCTURAL STEEL
1. ALL DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE AISC STEEL
CONSTRUCTION MANUAL. WELDING SHALL CONFORM TO THE LATEST AWS AND AISC
SPECIFICATIONS.
2. WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BEST PRACTICE AND WITHIN THE
TOLERANCES SPECIFIED IN THE AISC SPECIFICATION FOR STRUCTURAL STEEL.
3. IT IS SPECIFICALLY NOTED THAT BURNED HOLES ARE NOT ACCEPTABLE UNLESS
SPECIAL PERMISSION IS GIVEN BY ENGINEER.
4. ALL SHOP FABRICATED WORK SHALL BE DONE IN A SHOP APPROVED BY THE
GOVERNING AGENCY. FABRICATOR SHALL SUBMIT PROGRAM OF WELDING
INSPECTION TO ENGINEER FOR APPROVAL.
5. ALL STRUCTURAL STEEL SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:
a. CONNECTION PL AND MISC STEEL ASTM A36
b. ANGLE ASTM A36
c. THREADED ROD ASTM A36
6. ALL HIGH STRENGTH BOLTS SHALL BE ASTM A325-N TYPE UNLESS OTHERWISE NOTED.
7. ALL BOLTS USED FOR ERECTION SHALL BE ASTM A325 TYPE WITH THREADS
EXCLUDED FROM SHEAR PLANES.
8. ALL PLAIN ANCHORS SHALL BE A36. ALL ANCHOR BOLTS SHALL COMPLY WITH ASTM
F1554. 3" MINIMUM CONCRETE COVER WILL BE PLACED AROUND ALL ANCHOR BOLTS
EXPOSED TO WEATHER, UNLESS OTHERWISE NOTED.
9. SUBMIT CONTRACTOR SHOP DRAWINGS STAMPED "APPROVED BY CONTRACTOR" FOR
THE FABRICATION AND ERECTION OF ALL ASSEMBLIES OF STRUCTURAL STEEL WORK.
INCLUDE PLANS AND ELEVATIONS AT NOT LESS THAN 1/8" TO 1'-0" SCALE AND INCLUDE
DETAILS OF SECTIONS AT NOT LESS THAN 1" TO 1'-0" SCALE.
10. NO FINISH FABRICATION SHALL BE COMMENCED, OR MATERIAL DELIVERED TO THE
JOB UNTIL THE VETERANS AFFAIRS HAS REVIEWED AND APPROVED THE SHOP
DRAWINGS.
11. ALL STRUCTURAL STEEL SHALL BE PAINTED WITH ONE SHOP COAT OF ZINC
CHROMATE PRIMER OR EQUAL. AFTER ERECTION, FIELD CONNECTIONS SHALL BE
TOUCHED UP. DO NOT PAINT PORTION OF STEEL TO BE EMBEDDED IN CONCRETE,
HEADED ANCHOR STUDS, FRAYING SURFACES, OR AREAS TO RECEIVE FIRE
PROOFING. EXPOSED STEEL MEMBERS ARE SPECIFIED TO BE HOT-DIPPED
GALVANIZED OR STAINLESS STEEL.
3/4" = 1'-0"4 NEW OPENING IN EXISTING DECK
1/4" = 1'-0"2 NEW ROOF TOP MECHANICAL FAN FRAME @ GRID 5
1/4" = 1'-0"3 NEW ROOFTOP MECHANICAL FAN FRAME @ GRID 3
Revisions: Date:
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EXISTING
STRUCTURAL
COLUMNS, TYP.
(EX) W27X114
(EX) W24X84
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(EX) W24X84
(EX) W14X34(EX) W14X34
(EX) W14X22
(EX) W16X26 (EX) W16X26
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
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(E X
W
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(E X
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(E X
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(E X
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(E X
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(E X
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(E X
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(E X
W
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(E X
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(E X
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(E X
W
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(E X
W
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(E X
W
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(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(EX) W27X114(EX) W14X30(EX) W14X30(EX) W14X22
(E X
W
X
(E X
W
X
(E X
W
X
(EX) W16X26
(EX) W16X26
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(EX) W33X118
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
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(E X
W
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(E X
W
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(E X
W
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(E X
W
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(E X
W
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(E X
W
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(E X
W
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(EX) W14X30
(EX) W27X114
(E X
W
X
(E X
W
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(E X
W
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(E X
W
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(E X
W
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(E X
W
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(E X
W
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(E X
W
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(E X
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(E X
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(E X
W
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(E X
W
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(E X
W
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(E X
W
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(E X
W
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(E X
W
X
(E X
W
X
(EX) W27X114
(EX) W14X34
(EX) W33X130
(E X
W
X
(E X
W
X
(EX) W16X26
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
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(E X
W
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(E X
W
X
(E X
W
X
(E X
W
X
(EX) W27X114 (EX) W14X34
(EX) W27X114
(E X
W
X
(E X
W
X
(E X
W
X
NEW AHU
(E X
W
X
(EX) W14X22
NEW AIR HANDLER
UNIT (< 5,000#). REFER
TO MECHANICAL
DRAWINGS
H
J
NIC
KEY PLAN
PLAN
NORTH
DESIGN/BUILD
o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t
VA FORM 08-6231, OCT 1978
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Drawing Title Project Title
CheckedBuilding Number Drawn
Corporate Office:
766 Middle St, Fairhope, AL 36532 Phone: 251.990.5778
Fax: 251.990.3716
Date
Project No.
Drawing No.
Location
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
V e te ra n s
A ff a ir s
Approved: Associate Director
Approved: Chief of Staff
Approved: Service Chief
Approved: GEMS Coordinator
Approved: Infection Control Officer
Approved: Safety Manager
Approved: Chief of Mental Health Service
Approved: Chief of Police
Approved: Energy Engineer
Approved: Chief of Facility Management Svc.
Approved: Medical Center Director
/3
/2
:2 :2
A
M
Sheet of
Professional Seal
SF-102
4th LEVEL MECHANICAL
SUPPORT PLAN
RENOVATE FOR PATIENT
PRIVACY - WING H/ELEVATOR
LOBBY
SALEM VA MEDICAL CENTER
658-18-101
2019.08.26
RD SD
1/8" = 1'-0"
4th LEVEL MECHANICAL SUPPORT PLAN
I
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8 98.2
3 61.4
PATIENT LIFT SYSTEM TRACK.
SHOWN FOR REFERENCE
ONLY. REFER TO 2/SF102 FOR
ATTACHMENT, TYP.
EXISTING
STRUCTURAL
COLUMNS, TYP.
(EX) W27X114
(EX) W24X84
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(EX) W24X84
(EX) W14X34(EX) W14X34
(EX) W14X22
(EX) W16X26
(EX) W16X26 (EX) W16X26 (EX) W16X26
(EX) W16X26
(E X
W
X
(E X
W
X
(E X
W
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(E X
W
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(E X
W
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(E X
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(E X
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W
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W
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(E X
W
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(E X
W
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(E X
W
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(E X
W
X
(EX) W27X114(EX) W14X30(EX) W21X44(EX) W24X55
(E X
W
X
(E X
W
X
(E X
W
X
(EX) W16X26
(EX) W16X26
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(EX) W33X118
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(EX) W14X30
(EX) W27X114
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
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(E X
W
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(E X
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(E X
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(E X
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(E X
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(E X
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(E X
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(E X
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(E X
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(E X
W
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(E X
W
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(E X
W
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(E X
W
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(E X
W
X
(E X
W
X
(EX) W27X114
(EX) W14X34
(EX) W33X130
(E X
W
X
(E X
W
X
(EX) W16X26
(EX) W16X26 (EX) W16X26 (EX) W16X26
(E X
W
X
(E X
W
X
(E X
W
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(E X
W
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(E X
W
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(E X
W
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(E X
W
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(E X
W
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(E X
W
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(E X
W
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(E X
W
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(E X
W
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(E X
W
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(EX) W27X114 (EX) W14X34
(EX) W27X114
(E X
W
X
(E X
W
X
(E X
W
X
(E X
W
X
(EX) W8X10
NEW AHU
(1) 5/8" Ø BOLT
L3x3x1/4 VERTICAL
STEEL ANGLE
L3x3x1/4 x 0'-6" LONG. DRILL &
EPOXY INTO EXISTING CONCRETE
DECK W/ (2) 1/2" Ø ANCHORS W/
2-3/4" EFFECTIVE EMBEDMENT, TYP.
@ BRACE & VERTICAL SUPPORT
ATTACHMENTS. SEE NOTES BELOW
FOR ANCHOR & EPOXY TYPE.
(1) 5/8" Ø BOLT
PROVIDE L3x3x1/4 x 0'-6" LONG MIN.
FOR ATTACHMENT TO TRACK CLIP.
ADJUST ANGLE LENGTH AS NEEDED
FOR ATTACHMENT PER
MANUFACTURER REQUIREMENTS
LIFT SYSTEM TRACK CLAMP &
TRACK CONNECTION BY
OTHERS
L3x3x1/4 STEEL
BRACE ANGLE
LIFT SYSTEM CONTROL BOX
BY OTHERS
V .I
.F
/2
V
.I .F
EXISTING CONCRETE
TOPPING OVER METAL
ROOF DECK
CEILING FINISH
NOTE:
1. PLACE SUPPORTS SHOWN IN THIS DETAIL EVERY 3' - 0" OF TRACK
LENGTH & AT ALL TRACK BENDS & CORNERS.
2. EPOXY ANCHORS TO BE HILTI HAS-V-36 (ASTM F1554 Gr. 36)
3. EPOXY SHALL BE HILTI HY-200+, INSTALLED IN ACCORDANCE W/
MANUFACTURER'S RECCOMENDATIONS, U.N.O.
4. PROVIDE ANGLE BRACES ALTERNATING IN THE TWO ORTHOGANAL
DIRECTIONS @ EACH VERTICAL LEG.
EQ EQ
1/2"
E Q
E Q
/2
E Q
E Q
1/4
LEVEL 5
1160.91
9'-0" A.F.F.
1154.91
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY EMBEDDED
UTILITIES & REINFORCING LOCATIONS
PRIOR TO DRILLING TO AVOID DAMAGING
/4
PROVIDE BRACING @
TRACK ENDS & AT
EVERY 3' - 0" OF
TRACK LENGTH
LIFT SYSTEM TRACK
LAYOUT BY OTHERS
ALTERNATE BRACE
DIRECTION. PROVIDE @
MIN. (3) BRACES IN EACH
ORTHOGONAL DIRECTION
DIAGONAL BRACE
ANGLE, TYP.
PROVIDE BRACING @
ALL TRACK BENDS,
TYP.
O .C
M
A X
CONFIRM BRACING MAXIMUM
SPACING REQUIREMENTS W/
FIELD CONDITIONS &
MANUFACTURER SPECIFICATIONS
H
J
NIC
KEY PLAN
PLAN
NORTH
DESIGN/BUILD
o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t
VA FORM 08-6231, OCT 1978
A
123456789
123456789
B
C
D
E
F
A
B
C
D
E
F
Drawing Title Project Title
CheckedBuilding Number Drawn
Corporate Office:
766 Middle St, Fairhope, AL 36532 Phone: 251.990.5778
Fax: 251.990.3716
Date
Project No.
Drawing No.
Location
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
V e te ra n s
A ff a ir s
Approved: Associate Director
Approved: Chief of Staff
Approved: Service Chief
Approved: GEMS Coordinator
Approved: Infection Control Officer
Approved: Safety Manager
Approved: Chief of Mental Health Service
Approved: Chief of Police
Approved: Energy Engineer
Approved: Chief of Facility Management Svc.
Approved: Medical Center Director
/3
/2
:2 :2
A
M
Sheet of
Professional Seal
SF-103
PATIENT LIFT SYSTEM PLAN
RENOVATE FOR PATIENT
PRIVACY - WING H/ELEVATOR
LOBBY
SALEM VA MEDICAL CENTER
658-18-101
2019.08.26
RD SD
1/8" = 1'-0"1 PATIENT LIFT SYSTEM PLAN
3/4" = 1'-0"2 PATIENT LIFT SYSTEM TRACK ATTACHMENT
1/2" = 1'-0"3 TYPICAL TRACK ATTACHMENT PLAN VIEW
Patient Privacy Wing-H Drawings
File details come from the government source that posted it. Updated .