Attachment 11 - 20220404_Mather Construction Combined drawings 3.15.21 VOLUME II.pdf
PDF 24 MB Posted
- Solicitation number
- 36C77622B0016
About this file
This file attachment is related to a federal contract opportunity issued by the Department of Veterans Affairs Technology Acquisition Center Austin to construct social work consolidated clinic space.
The solicitation seeks to award a firm fixed-price construction contract to build out consolidated clinic space for social workers at a Veterans Affairs medical center. Offerors must submit proposals by April 4, 2022 addressing the statement of work in Volume II of the combined drawings package dated March 15, 2021. The contract is set aside for service-disabled veteran-owned small businesses. The period of performance is 365 calendar days from the notice to proceed with an expected award date in late spring 2022. The contractor will be responsible for all labor, materials, equipment, permits, fees, and other costs to complete the specified construction work.
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B2
4.3
B1.4
SJ304
SJ603
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H S
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C x
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MC12x10.6
MC12x10.6
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SJ603
SJ603
SJ603
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B1.4
H S
S x x /8
HSS12x6x1/2
C x
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DN
SJ304
SJ603
MC12x10.6
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O.H
No.5145RE
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Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
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F
A
B
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D
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21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
of Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093
Sprinklered
SD-1 PACKAGE - ORIGINAL SUBMITTAL 5/24/2017
SD-1 PACKAGE - RESUBMITTAL
SD-1 PACKAGE - RESUBMITTAL
SD-1 PACKAGE - RESUBMITTAL - SITE LOCATIONS
8/15/2017
9/15/2017
12/5/2017
SD-2 PACKAGE 5/15/2018
DD-1 NON REVIEW 8/02/2018
DD-1 SUBMISSION 8/23/2018
DD-2 SUBMISSION 10/27/2018
CD-1 SUBMISSION 02/10/2019
CD-1 RE-SUBMISSION 04/12/2019
CD-1 RE-SUBMISSION 01/31/2020
CD-2 SUBMISSION 04/30/2020
CONSTRUCTION DOCUMENT SUBMISSION 06/29/2020
REVIEW SET FOR CONSTRUCTION DOCUMENT SUBMISSION #2 12/04/2020
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ENCLOSED STAIR PARTIAL FRAMING PLANS
GC NV
CONSTRUCTION
DOCUMENT SUBMISSION
FULLY SPRINKLERED
612-163
SJ602
DESIGN SOCIAL WORK AND
EXPAND CLINICAL SPACE
3551 Femoyer Street Mather, CA 95655
9/24/20
1/2" = 1'-0"1
ENCLOSED STAIR FOUNDATION PLAN
1/2" = 1'-0"2
ENCLOSED STAIR INTERMEDIATE LANDING FRAMING PLAN
1/2" = 1'-0"3
ENCLOSED STAIR SECOND FLOOR FRAMING PLAN
NOTE: SEE SF102 FOR STAIR ENCLOSURE ROOF FRAMING PLAN SEE
2/SF103 FOR STAIR ENCLOSURE PARAPET FRAMIN PLAN
300 N. LAKE AVENUE 14TH FLOOR
PASADENA, CA 91101
626.463.2800 FAX: 626.463.2801
www.imegcorp.com # 02165361.00
No.5145RE
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Exp. 09/30/20
Romanyk Consulting Focusing on what matters
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
of Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093
Sprinklered
SD-1 PACKAGE - ORIGINAL SUBMITTAL 5/24/2017
SD-1 PACKAGE - RESUBMITTAL
SD-1 PACKAGE - RESUBMITTAL
SD-1 PACKAGE - RESUBMITTAL - SITE LOCATIONS
8/15/2017
9/15/2017
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SD-2 PACKAGE 5/15/2018
DD-1 NON REVIEW 8/02/2018
DD-1 SUBMISSION 8/23/2018
DD-2 SUBMISSION 10/27/2018
CD-1 SUBMISSION 02/10/2019
CD-1 RE-SUBMISSION 04/12/2019
CD-1 RE-SUBMISSION 01/31/2020
CD-2 SUBMISSION 04/30/2020
CONSTRUCTION DOCUMENT SUBMISSION 06/29/2020
REVIEW SET FOR CONSTRUCTION DOCUMENT SUBMISSION #2 12/04/2020
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STAIR DETAILS
GC NV
CONSTRUCTION
DOCUMENT SUBMISSION
FULLY SPRINKLERED
612-163
SJ603
DESIGN SOCIAL WORK AND
EXPAND CLINICAL SPACE
3551 Femoyer Street Mather, CA 95655
9/24/20
300 N. LAKE AVENUE 14TH FLOOR
PASADENA, CA 91101
No.5145RE
GI
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ROFESSIONAL
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Exp. 09/30/20
Romanyk Consulting Focusing on what matters
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
of Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093
Sprinklered
SD-1 PACKAGE - ORIGINAL SUBMITTAL 5/24/2017
SD-1 PACKAGE - RESUBMITTAL
SD-1 PACKAGE - RESUBMITTAL
SD-1 PACKAGE - RESUBMITTAL - SITE LOCATIONS
8/15/2017
9/15/2017
12/5/2017
SD-2 PACKAGE 5/15/2018
DD-1 NON REVIEW 8/02/2018
DD-1 SUBMISSION 8/23/2018
DD-2 SUBMISSION 10/27/2018
CD-1 SUBMISSION 02/10/2019
CD-1 RE-SUBMISSION 04/12/2019
CD-1 RE-SUBMISSION 01/31/2020
CD-2 SUBMISSION 04/30/2020
CONSTRUCTION DOCUMENT SUBMISSION 06/29/2020
REVIEW SET FOR CONSTRUCTION DOCUMENT SUBMISSION #2 12/04/2020
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BUILDING PERSPECTIVES
GC NV
CONSTRUCTION
DOCUMENT SUBMISSION
FULLY SPRINKLERED
612-163
SK101
DESIGN SOCIAL WORK AND
EXPAND CLINICAL SPACE
3551 Femoyer Street Mather, CA 95655
9/24/20
3D VIEW LOOKING SOUTH - WEST
3D VIEW LOOKING SOUTH - EAST
300 N. LAKE AVENUE 14TH FLOOR
PASADENA, CA 91101
FEMOYER STREETFEMOYER STREET
P E
T E
R A
M c C
U E
N B
L V
D
F U
T U
R E
E X
T E
N S
IO
N
O F
P E
T E
R A
M c C
U E
N B
L V
D
N
.I .C
EXISTING SIDEWALK
LANDSCAPE W/ BOULDERS AS RAMMING
DETERRENT -
SEE LANDSCAPE PLAN
E N
T R
Y /E
G R
E S
S
N .I .C
LANDSCAPE
(SEE LANDSCAPE PLAN)
P A
R K
IN
G
N
.I .C
S
E E
B
ID
A
L T
E R
N A
T E
S
IN
P E
C S
SIDEWALK
S
ID
E W
A
K
F U
T U
R E
S
ID
E W
A L K
N
.I .C
PARKING (N.I.C.)
ENTRY/EGRESS (N.I.C.)
ADA PARKING
SPACES BASE
BID, TYP.
CONCRETE & PAVEMENT AREA
PROPOSED IN CONTRACT
L A
N D
S C
A
EN
TR
Y
S
ID
E W
A
K
6' SIDEWALK
NEW 2 STORY
BUILDING
Address: 3551 Femoyer Street Mather, CA 95655
EXTERIOR STORAGE
AND LOCKERS
BOLLARDS
AT 4'-0"O.C., TYP. PROVIDE 8"
STAINLESS STEEL REMOVABLE
INTERNAL LOCKING BOLLARDS FROM
BLOCKAIDES (BLOCKAIDES.COM) OR
VA APPROVED EQUAL ON N-S AXIS IN
THE CONCRETE AREAS IN FRONT OF
H/C PARKING. PROVIDE STAINLESS
STEEL FIXED EMBEDDED BOLLARD TO
MATCH REMOVABLE BOLLARDS IN
LANDSCAPED AREAS AND AT OTHER
SIDEWALK LOCATIONS.
EXTERIOR MAIN
ELECTRICAL ROOM
EXTERIOR
ELEVATOR
EQUIPMENT
ROOM
PSDM SETBACK
25' - 0"
13' - 3 1/2"2
/2
171' - 1 1/2"
F U
T U
R E
S
ID
E W
A L K
N
.I .C
NEW CONCRETE
SIDEWALK WITH SCORED
CONTROL JOINTS
SPACED 5' APART,TYP.
NEW SIDEWALK
WITH SCORED
CONTROL JOINTS
SPACED 5' APART,TYP.
CONCRETE
CURB, GUTTER, AND
SIDEWALK
LANDSCAPE
LANDSCAPE
(SEE LANDSCAPE
PLAN)
FUTURE DUMPSTER
LOCATION (N.I.C.)
6' - 0"
5' - 0"
5' - 0"
6' - 0"
1' - 6"
T Y
P
/2
29' - 9 1/2"
" TAPER NEW CURB TO
BE FLUSH WITH PAVING
6" VERTICAL CURB
TYP.
9' - 0"
PROP. 6" WIDE
SIDEWALK CHASE P
S D
M S
E T
B A
C K
P S
D M
S E
T B
A C
K M
IN
IM
U M
NEW
PEDESTRIAN
CONNECTIONS
TO PETER A.
MCCUEN
EXPANSION
(N.I.C.)
PSDM SETBACK
25' - 0"
LANDSCAPE W/ BOULDERS AS RAMMING
DETERRENT -
SEE LANDSCAPE PLAN
ASPHALT
(REFER TO
CIVIL
DRAWINGS)
CONSTRUCTION ACCESS GATE
CONSTRUCTION FENCING
CONSTRUCTION AND SAFETY
SIGNAGE POSTED TO
CONSTRUCTION FENCING
9' - 0"
TYP.
5' - 0"
VAN SIGN H/C SIGNH/C SIGN
END OF CURB
& GUTTER
TAPER CURB TO
BE FLUSH WITH
SIDEWALK AND
H/C PARKING
PAVING
FUTURE MONUMENT
SIGN. VERIFY LOCATION
WITH VA COR. PROVIDE
(2) POWER CONDUITS TO
THIS LOCATION.
4' - 5 1/2"
PAVING AT
ADA SPACES
FLUSH WITH
SIDE WALK
FLUSH TRANSITION
FROM SIDEWALK TO
DRIVE
2'X3' TACTILE WARNING
SURFACE
2'-0" WIDE TACTILE WARNING
SURFACE
BID ALT #3:
8'-0" WIDE AND 6'-0" WIDE
CANTILEVERED ALUMINUM
WALK COVER SEE BID
ALTERNATES IN SPEC SECTION
010000 GENERAL REQUIREMENTS
PROVIDE SUBMITTAL FOR APPROVAL
EXISTING
POWER POLE
VERIFY DRIVE
WILL MISS
POLE. PROTECT
DURING CONSTRUCTION.
STOP CURB AND
GUTTER
FUTURE CURB
AND GUTTER
BID ALT #6:
FUTURE PARKING LOT
LIGHTING ON CONCRETE BASE.
VERIFY NUMBER
WITH SPACING REQUIREMENTS.
SEE BID ALTERNATES IN SPEC
SECTION 010000 GENERAL REQUIREMENTS
153' - 5 1/2"
24' - 6 1/4"
GENERAL CONTRACTOR
RESPONSIBLE FOR GETTING
CURB CUT PERMIT (IF REQUIRED)
FROM AHJ.
15' - 0"
TRANSFORMER
PAD WITH
BOLLARDS FOR
PROTECTION.
CONFORM TO
VA PSDM REQUIREMENTS
FOR BOLLARDS SPACING.
SEE ELECTRICAL
SITE PLAN
6'
1/
2"
6'
7"
R = 3' - 2 3/4"
R
AS101
BID ALT #6:
FUTURE PARKING LOT
LIGHTING ON CONCRETE BASE.
VERIFY NUMBER
WITH SPACING REQUIREMENTS.
SEE BID ALTERNATES IN SPEC
SECTION 010000 GENERAL REQUIREMENTS
NOTE: Parcel #: 0670010063-0000
Address: 10699 Femoyer Street Mather, CA 95655
FUTURE 2'x3'
TACTILE WARNING
SURFACE
WORK NOT IN CONTRACT
DEFINING LEGEND FOR
WORK IN CONTRACT
CONSTRUCTION FENCE
ASPHALT PAVING IN CONTRACT
BUILDING WORK IN CONTRACT
LANDSCAPE AREA IN CONTRACT
PSDM SETBACK (FACE OF CURB)
4" THICK CONCRETE PAVING IN CONTRACT
#12X1 1/4" TEKS
2 3/4" DECK
6" FASCIA
GUSSET
CONCEALED
CONNECTION
6" X 8" BEAM
6" X 8" COLUMN
(CLEAR
ANODIZED
ALUMINUM)
GROUT AND
FILL SLOPE
DRAINAGE OUTLET
FOAM BLOCKOUT
(PROVIDED BY
AVADEK/INSTALLED
BY GC)
CONCRETE
FOOTING
(BY GC) SEE
STRUCTURAL
SHEETS.
THIS SYSTEM IS BASED ON
AVADEK OR VA APPROVED
EQUAL. ALL COMPONENTS
shall BE CLEAR ANODIZED
ALUMINUM
PROVIDE 8'-0" WIDTH AT
FRONT ENTRANCE AND 6'-0"
WIDTH AT STORAGE AND LOCKERS
SLOPE TOP AT 20 DEGREES
20.00°
8'-0"
DISHCHARGE TO OPOSITE SIDE
AT LOCKERS
BID ALT #3:
6'-0" WIDE GROUND MOUNTED
CANTILEVERED ALUMINUM
WALK COVER SEE BID
ALTERNATES IN SPEC SECTION
010000 GENERAL REQUIREMENTS
BID ALT #3:
8'-0" WIDE GROUND MOUNTED
CANTILEVERED ALUMINUM
WALK COVER SEE BID
ALTERNATES IN SPEC SECTION
010000 GENERAL REQUIREMENTS
EN
TR
Y
LANDSCAPE
(SEE LANDSCAPE
PLAN)
29' - 9 5/8"
/8
5' - 0"
13' - 3 3/4"
CONCRETE & PAVEMENT AREA
PROPOSED IN CONTRACT
BOLLARDS
AT 4'-0"O.C., TYP. PROVIDE STAINLESS
STEEL REMOVABLE EXTERNAL
LOCKING BOLLARDS FROM
BLOCKADES OR VA APPROVED
EQUAL ON N-S AXIS IN THE
CONCRETE AREAS. PROVIDE
STAINLESS STEEL FIXED EMBEDDED
BOLLARD TO MATCH REMOVABLE
BOLLARDS IN LANDSCAPED AREAS.
NEW
PEDESTRIAN
CONNECTIONS
TO PETER A.
MCCUEN
EXPANSION
(N.I.C.)
8'
0"
12' - 11 1/2"
COLUMN FOOTINGS
SEE STRUCTURAL
SHEETS. SPACE
AT APPROX.
10'-0" O.C. OR
AS DIRECTED
BY CANOPY
MANUFACTURER
Romanyk Consulting Focusing on what matters
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
IMEG CORP. (M,E,P, & S)
300 NORTH LAKE AVENUE, 14TH FLOOR
PASADENA, CA 91101
CALIBRE ENGINEERING, INC. (CIVIL AND LANDSCAPE)
9090 SOUTH RIDGELINE BOULEVARD, SUITE 105
HIGHLANDS RANCH, CO 80129
KLEINFELDER (GEOTECH)
6700 KOLL CENTER PARKWAY
SUITE 120
PLEASANTON, CA 94566
Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093
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ARCHITECTURAL SITE PLAN
GC EM
CONSTRUCTION
DOCUMENT SUBMISSION
FULLY SPRINKLERED
612-163
AS101
DESIGN SOCIAL WORK AND
EXPAND CLINICAL SPACE
3551 Femoyer Street Mather, CA 95655
12/04/2020
1" = 20'-0"1
ARCHITECTURAL SITE PLAN 1/2" = 1'-0"2
L-BENT STYLE BASIC
WALKWAY SECTION (BID ALT #3)
BID ALT #4:
UPSIZE ALL LANDSCAPE MATERIALS. LARGER CALIPER TREES AND SHRUBS. PROVIDE LARGER
MOSS AND LICHEN COVERED BOULDERS. CHANGE GRAVEL LANDSCAPE AREAS TO ARTIFICIAL
GRASS. SEE BID ALTERNATES IN SPEC SECTION 010000 GENERAL REQUIREMENTS.
BID ALT #6:
PROVIDE PARKING AS INDICATED (DASHED FUTURE PARKING). SEE BID ALTERNATES IN
SPEC SECTION 010000 GENERAL REQUIREMENTS.
BID ALT #4
1" = 10'-0"3
ENLARGED SITE PLAN (BID ALT. #3)
SLOPE SIDEWALK 1/8" PER FOOT
TO LANDSCAPE
NOTE: CONTRACTOR SHALL PERFORM
UNDERGROUND SURVEY INCLUDING GROUND
PENETRATING RADAR AND MAGNETOMETER
SURVEY PRIOR TO UNDERGROUND WORK
ACTIVITY AS APPROVED BY THE VA COR.
NOTE: THIS SITE IS SUBJECT TO STRONG
WINDS. THE GC IS RESPONSIBLE FOR
SECURING ALL ITEMS AND DEBRIS FROM
WIND. GC TO PICK UP DEBRIS ON A DAILY
BASIS ON SITE, AND ANY THAT HAS BLOWN
OFF SITE.
NOTE: IF FABRIC IS USED ON ANY FENCING,
OTHER THAN EROSION CONTROL FENCING,
IT MAY BE CUT TO ALLOW WIND TO PASS
THRU WITHOUT BLOWING THE FENCE OVER.
THIS SITE IS SUBJECT TO STRONG WINDS.
SD-1 PACKAGE - ORIGINAL SUBMITTAL 5/24/2017
SD-1 PACKAGE - RESUBMITTAL
SD-1 PACKAGE - RESUBMITTAL
SD-1 PACKAGE - RESUBMITTAL - SITE LOCATIONS
8/15/2017
9/15/2017
12/5/2017
SD-2 PACKAGE 5/15/2018
DD-1 NON REVIEW 8/02/2018
DD-1 SUBMISSION 8/23/2018
DD-2 SUBMISSION 10/27/2018
CD-1 SUBMISSION 02/10/2019
CD-1 RE-SUBMISSION 04/12/2019
CD-1 RE-SUBMISSION 01/31/2020
CD-2 SUBMISSION 04/30/2020
CONSTRUCTION DOCUMENT SUBMISSION 06/29/2020
REVIEW SET FOR CONSTRUCTION DOCUMENT SUBMISSION #2 09/24/2020
12/04/2020 CONSTRUCTION DOCUMENT SUBMISSION #2
KEYNOTE LEGEND
EXISTING
BUILDING
EXISTING SIDEWALK
EXISTING SIDEWALK
EXISTING SIDEWALK
STAGING AREA LIGHT POLE TO REMAIN
4 4
EX
IS
TI
N
G S
ID
EW
AL
K
EXISTING
BUILDING
11 11
3,552 SQUARE FOOT BUILDING
PETER A. McCUEN BLVD.
FE
M
O
YE
R S
T.
BUILDING 800
TO BE REMOVED
BL
EC
KL
EY
S T.
NEW SOCIAL
SERVICES BLDG.
SITE
MAIN VA HOSPITAL
BUILDING
Romanyk Consulting Focusing on what matters
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
IMEG CORP. (M,E,P, & S)
300 NORTH LAKE AVENUE, 14TH FLOOR
PASADENA, CA 91101
CALIBRE ENGINEERING, INC. (CIVIL AND LANDSCAPE)
9090 SOUTH RIDGELINE BOULEVARD, SUITE 105
HIGHLANDS RANCH, CO 80129
KLEINFELDER (GEOTECH)
6700 KOLL CENTER PARKWAY
SUITE 120
PLEASANTON, CA 94566
Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093
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DEMOLITION PLAN
GC EM
CONSTRUCTION
DOCUMENT SUBMISSION
FULLY SPRINKLERED
612-163
AD101
DESIGN SOCIAL WORK AND
EXPAND CLINICAL SPACE
3551 Femoyer Street Mather, CA 95655
12/04/2020
1/8" = 1'-0"1 ARCHITECTURAL DEMOLITION PLAN
Note Number Note
1 REMOVE CONCRETE STOOP AND RAMP ENTIRELY, REPLACE WITH NEW SOIL TO MAKE
GRADE FLAT.
2 USE EXISTING PARKING AREA AS A STAGING AREA FOR DEMOLITION. COORDINATE WITH
VA COR PRIOR TO DEMO SCHEDULE AND STAGING.
3 REMOVE ROCKS BETWEEN BUILDINGS TO THE WEST.
4 REMOVE TREES TO FACILITATE DEMOLITION ONLY. COORDINATE WITH THE VA COR.
5 BUILDING TO BE DEMOLISHED DOWN TO TOP OF CONCRETE STEM WALLS AND 12" BELOW
GRADE.
6 CONCRETE STEM WALLS TO BE GROUND DOWN TO 1'-0" BELOW GRADE. INFILL BETWEEN
STEM WALLS WITH NEW SOIL AND GRASS. SOD, REFERENCE CIVIL DRAWINGS.
7 ALL UTILITIES TO BE CAPPED UNDER GRADE AT CONNECTION POINTS. COORDINATE WITH
COR.
8 BEWARE OF EXISTING LOW VOLT LINES UNDER BUILDING. DISCONNECT FIRE ALARM AND
OTHER UTILITIES. CONTACT VA COR TO COORDINATE DEMO TO NOT DISTURB SUCH LINES.
9 PLACE NEW SOILS INSIDE OF GROUND DOWN STEM WALLS TO COMPLETE GRADE THAT
SLOPES TOWARD THE EXISTING PARKING TO THE SOUTH.
10 LAY NEW SOD ATOP ENTIRE AREA AFFECTED BY DEMOLITION TO CREATE NATURAL
SETTING.
11 DO NOT DAMAGE ANY FLATWORKS, UTILITIES, OR OTHER BUILDINGS NOT TO BE
REMOVED.
12 PLACE BARRIERS TO AREA VS. ALL AUTO AND PEDESTRIAN TRAFFIC, WARNING OF
DEMOLITION AREA AND FORBIDDING ENTRY. PROVIDE CONSTRUCTION FENCE WITH
GATES AS NEEDED. CONTRACTOR TO LOCATE ALL UTILITES AROUND SITE PRIOR TO
DEMOLITION.
AERIAL SITE LOCATION MAP
SD-1 PACKAGE - ORIGINAL SUBMITTAL 5/24/2017
SD-1 PACKAGE - RESUBMITTAL
SD-1 PACKAGE - RESUBMITTAL
SD-1 PACKAGE - RESUBMITTAL - SITE LOCATIONS
8/15/2017
9/15/2017
12/5/2017
SD-2 PACKAGE 5/15/2018
DD-1 NON REVIEW 8/02/2018
DD-1 SUBMISSION 8/23/2018
DD-2 SUBMISSION 10/27/2018
CD-1 SUBMISSION 02/10/2019
CD-1 RE-SUBMISSION 04/12/2019
NOTES:
1. GENERAL CONTRACTOR TO FIELD VERIFY, LOCATE, AND
PROTECT ALL EXISTING UTILITIES PRIOR TO START OF DEMOLITION.
2. TRAFFIC ALONG BUILDING 800 DRIVE SHALL BE ALLOWED AT ALL
TIMES.
3. ANY ROAD CLOSURE SHALL BE COORDINATED WITH THE COR.
4. ANY ROAD CLOSURE SHALL REQUIRE 3 WEEK NOTICE AND SHALL
ONLY BE MINIMALLY CLOSED ON SATURDAYS.
5. EVERY EFFORT SHALL BE MADE TO ALLOW ONE WAY TRAFFIC AT A
MINIMUM.
6. CONTRACTOR SHALL PROVIDE APPROPRIATE SIGNAGE AND
BARRIERS WHEN THE ROAD IS CLOSED OR PARTIALLY CLOSED.
CD-1 RE-SUBMISSION 01/31/2020
CD-2 SUBMISSION 04/30/2020
GENERAL CONTRACTOR NOTE:
TO MINIMIZE INTERFERENCE OF CONSTRUCTION ACTIVITIES WITH THE FLOW
OF MEDICAL CENTER TRAFFIC, COMPLY WITH THE FOLLOWING:
1. KEEP ROADS, WALKS, AND ENTRANCES TO GROUNDS, PARKING, AND TO
OCCUPIED AREAS OF BUILDINGS CLEAR OF CONSTRUCTION (DEMOLITION)
MATERIALS, DEBRIS, AND STANDING CONSTRUCTION EQUIPMNET AND
VEHICLES.
2. WHENEVER EXCAVATION CROSSES EXISTING ROADS, AT LEAST ONE LANE
MUST BE OPEN TO TRAFFIC AT ALL TIMES.
CONSTRUCTION DOCUMENT SUBMISSION 06/29/2020
UP
F E
C
F E
C
F E
C
GENERAL NOTES
KEYNOTE LEGEND
BARRIER LEGEND
1.0
2.0
3.0
4.0
B1
B1
B3 B4 B5
0.1
B6
126 SF126 SF
PROCEDURE
124 SF124 SF
EXAM
129 SF129 SF
CLEAN
111D
124 SF124 SF
ISO. EXAM
124 SF124 SF
EXAM
124 SF124 SF
EXAM
122 SF122 SF
EXAM
124 SF124 SF
EXAM
182 SF182 SF
BREAK RM.
92 SF92 SF
CONSULT RM.
188 SF188 SF
GROUP RM.
1126 SF1126 SF
STAFF AREA
CORRIDOR
P A
S S
E N
G E
R E
L E
V A
T O
R
125 SF125 SF
EXAM
124 SF124 SF
EXAM
STAFF TLT
111A
HAC
195 SF195 SF
RECEPTION
SOILED
111B
TLT.
10A
CORRIDOR
SHWR ROOM
104A
77 SF77 SF
TOILET
76 SF76 SF
LAUNDRY
EXTERIOR
STAIR
84 SF84 SF
STORAGE
ENCLOSED
STAIR
124 SF124 SF
EXAM
21 SF21 SF
ELECT.
111C
AE202
AE202
2 AE203
ELEV EQ
HT/WT
STATION
SECURITY
STATIONCHECK
OUT
CHECK
IN
R
R
O M
N I
O M
N I
OMNI
B4.5
B4.5
B4.9
1.1
OMNI
110 SF110 SF
ELECT
B1.4
3.4
AF101
AF101
AF101 5
AF101 12
AF101 9
AI104A
AI104B
AI104B
AF101 5
S im
AF101 5
S im
AF101 5
S im
AF101 5
S im
AF101 5
S im
AF101 5
S im
AF101 5
S im
AF101 5
S im
90 SF90 SF
CONSULT RM.
71 SF71 SF
TOILET
105A
AE205
AE205
AE205
AE206
AE206
AE206
AE205
AE206
AE206
AI105A
AI105A
AI106
E02
P06
P06P06
P07
P10 P07P06
P06
P06 P06
P10
P11
P12
P07
R01
R01
R01
E01
B
B
135B
135A
C 1
E
A
S1
111F
5A 111D
111A
111B
STAIR
S1
3 3
R02
P06
P06
P06 P06 P06
P06 P10
P06
P06
P10 P10
P10
P10
P06
P06
P06
P06
P06
P06
P06 P06P06 P06
P06 P06
P06
P06
E01
E01 E01
E01
E01 P06
P06
P06
P10
P10
P06
R05
SIM
76 SF76 SF
TOILET
A
TYP.
11 TYP.
/3 AE105
E01
P07
P07
P07
P02
P02 P02 P02
P06
P06
P02
6A
P02
7A
P02
8A
P02
9A 10A
P02
1A2A3A4A
TYP.
TYP.
AI103A
Sim
AE201
3.6
AF102
0.08
AI110A
AE20
P06
P12
P06
P06
P06 P06 P06P06
P07
P06
P06P06
P06 P06 P06
P01
TYP.
3 3
3 3
E01 E01
E01
E02
B2
B2
WHEEL CHAIRS
100A
E03
P06
E03
E03
E03
SHWR ROOM
102A
P01
E01
116A
CORRIDOR
100B
WAITING
VESTIBULE
110SF
5 4 3 2 1
6 7 9 10
R04
/4 AI119
/5 AI119
TYP.
15 15
AE103
E01
SIM
E01
SIM
P01
E01
SIM
P01P01
E01
SIM
P01
E01
SIM
E01
SIM
E01
SIM
E01
SIM
A
B2.4
0.9
3.2
0.06
0.05
B4.1 B4.3B3.5B3.3B1.8
0.09
4.3
R02
I
G
A
N O
U
F
F
H
G
P01
P01 P01 P01
P01
AI110A
AI110A
AI110A
AI110B
AI110A
AI110A
AI110A
AI110B
R05
S2
R
E04
S
F
IR
E R
IS
E
R
UP
E01
E01
P01
E01
P01
AI110C
AI110C
AI110C
AI110C
AF101
AI103A
BID ALT #5:
WALL SECTION
SEE BID
ALTERNATES IN SPEC
SECTION 010000
GENERAL
REQUIREMENTS
AI103A
BID ALT #5:
WALL SECTIONS
SEE BID
ALTERNATES IN SPEC
SECTION 010000
GENERAL
REQUIREMENTS
AI103A
/5 AI103A
/3 AI103A
/4 AI103A
R04 R01
R03
P11
BID ALT #2:
WALL SECTION
SEE BID
ALTERNATES IN SPEC
SECTION 010000
GENERAL
REQUIREMENTS
/4 AI103A
R05
R05
R05
SIM
TYP.
24 24
TYP.
E01
TYP.
TYP.
TYP.
TYP.
P01
TYP.
TYP.
TYP.
TYP. P01
TYP.
TYP.
P01
TYP.
P01
TYP.
P01
TYP.
P01
TYP.
TYP.
TYP.
P01
TYP.
P01
TYP.
P01
TYP.
P01
TYP.
P10
P10
R03
AI103B
AI103B1
AI103B
AI103B
AI103B
8"
SLOPE 1/4"/FTMIN.
E01
SLO
PE
1/4 "/F
T
M
IN
R
ID
G E
SLO
PE
1/4 "/F
T
M
IN
SLOPE 1/4"/FTMIN.
OUTDOOR AREA
1. REFER TO ENLARGED FLOOR PLANS, ELEVATION, SECTIONS AND
SCHEDULES ON OTHER DRAWINGS SHEETS FOR ADDITIONAL
DETAILS
2. REFER TO OTHER CONSULTANT/DISCIPLINE DRAWINGS FOR
ADDITIONAL DETAILS
3. ALL WALL ELEVATIONS (NORTH, SOUTH, WEST AND EAST) ARE
RELATIVE TO PLAN NORTH
4. GENERAL CONTRACTOR SHALL PROVIDE, COORDINATE AND
INSTALL 16 GA. SHEET METAL BLOCKING AND FIRE TREATED WOOD
BLOCKING AT ALL WALL PARTITIONS THAT HAVE EQUIPMENT AND
CASEWORK MOUNTED TO THEM. METAL STRAP BLOCKING IS
ACCEPTABLE FOR MILLWORK AND OTHER ITEMS, PROVIDED IT IS
OF THE PROPER GAUGE.
5. PROVIDE GYPSUM BOARD RETURNS AT ALL WINDOWS FOR HEAD
AND JAMB CONDITIONS
6. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS OF OWNER
FURNISHED EQUIPMENT AND COORDINATE INSTALLATION WITH ALL
TRADES WHERE REQUIRED
7. GENERAL CONTRACTOR SHALL PROVIDE UL APPROVED FIRE-
RESISTIVE PENETRATION SYSTEMS AT ALL PENETRATIONS IN A
FIRE-RATED PARTITION ASSEMBLY.
8. PAINT ALL COMPONENTS ON THE FIRE RISER IN STAIR S1 UNLESS
THEY ARE CHROME OR BRASS.
9. PROVIDE TYPE "X" GYPSUM BOARD IN ALL RATED WALLS AS
REQUIRED.
10. ALL INTERIOR WALLS ARE TO HAVE A MINIMUM STC RATING OF 40.
11. SEAL ALL FLOOR PENTRATIONS FOR CONDUIT FROM THE FIRST TO
THE SECOND FLOOR WITH FIRE RATED SEALANT.
FIRST AND SECOND FLOOR
RATED WALL LEGEND:
ONE HOUR RATED WALL
SYMBOL LEGEND:
EXTERIOR STORAGE AREA AND LOCKER ROOM ARE HATCHED
TO INDICATE IT IS IN CONTRAST TO THE CURRENT VA PHYSICAL
SECURITY DESIGN MANUAL AND MUST BE MONITORED,
LOCKED, AND ACCESS SEVERELY RESTRICTED UNLESS A
WAIVER IS CREATED.
NEW CONCRETE SIDEWALKS AND MAINTENANCE
STRIP-IN CONTRACT
AE206
AE206
135A
135B
AE20
VESTIBULE
110SF
E03
E03
P06
P01
P01
P01
E03
E03
P01
0.9
0.06
0.05
F
F
E01
E03
DASHED DOORS
INDICATE BREAK-
AWAY LEAVES OF
SLIDING DOOR.
PROVIDE HEATED AIR
CURTAIN - SEE MECHANICAL
SHEETS.
Romanyk Consulting Focusing on what matters
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
IMEG CORP. (M,E,P, & S)
300 NORTH LAKE AVENUE, 14TH FLOOR
PASADENA, CA 91101
CALIBRE ENGINEERING, INC. (CIVIL AND LANDSCAPE)
9090 SOUTH RIDGELINE BOULEVARD, SUITE 105
HIGHLANDS RANCH, CO 80129
KLEINFELDER (GEOTECH)
6700 KOLL CENTER PARKWAY
SUITE 120
PLEASANTON, CA 94566
Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093
Sprinklered
B
IM
/V
IS
N
M a th e r
S o c ia l S e rv ic e s B u ild in g /M a th e r
S o c ia l S e rv ic e
.r v t
/1
/2
:0
:1
P M
FIRST FLOOR PLAN
GC EM
CONSTRUCTION
DOCUMENT SUBMISSION
FULLY SPRINKLERED
612-163
AE101
DESIGN SOCIAL WORK AND
EXPAND CLINICAL SPACE
3551 Femoyer Street Mather, CA 95655
12/04/2020
1/8" = 1'-0"1
FIRST FLOOR PLAN
SEE WALL TYPES SHEET ( AF 105 )
TYPE
MARK TYPE DESCRIPTION
E01 1" EXTERIOR STUCCO FINISH,1/8" METAL LATH, 1/8" AIR & MOISTURE BARRIER, 1" STYROFOAM INSULATION, 1" RIGID INSULATION, 5/8" DENSGLASS OR VA APPROVED EQUAL EXTERIOR SHEATHING, 6" METAL STUD WITH CLOSED CELL SPRAY POLYURETHANE INSULATION (THERMAX OR EQUAL), 5/8" GYPSUM WALL BOARD ON INTERIOR SIDE.
E01 SIM 1" EXTERIOR STUCCO FINISH,1/8" METAL LATH, 1/8" AIR & MOISTURE BARRIER, 1" STYROFOAM INSULATION, 1" RIGID INSULATION, 5/8" DENSGLASS OR VA APPROVED EQUAL EXTERIOR SHEATHING, 6" METAL STUD WITH CLOSED CELL SPRAY POLYURETHANE INSULATION (THERMAX OR EQUAL)
E02 1" EXTERIOR STUCCO FINISH, 1/8" METAL LATH, 1/8" AIR & MOISTURE BARRIER, 1" STYROFOAM INSULATION, 1" RIGID INSULATION, 5/8" DENSGLASS OR VA APPROVED EQUAL EXTERIOR SHEATHING, 6" METAL STUD WITH CLOSED CELL SPRAY POLYURETHANE INSULATION (THERMAX OR EQUAL), 1/2" CEMENT BACKER BOARD, 60" HIGH WAINSCOT
TILE ON BATHROOM SIDE.
E03 2" EXTERIOR ALUMINUM PANEL SYSTEM, 3" METAL STUD, 1/8" FLUID APPLIED MEMBRANE AIR AND WEATHER BARRIER, 2" RIGID INSULATION, 5/8" DENSGLASS OR VA APPROVED EQUAL EXTERIOR SHEATHING, 6" METAL STUD WITH CLOSED CELL SPRAY POLYURETHANE INSULATION (THERMAX OR EQUAL), 5/8" GYPSUM WALL BOARD.
E04 1" EXTERIOR STUCCO FINISH, 1/8" METAL LATH, 1/8" AIR & MOISTURE BARRIER, 1" STYROFOAM INSULATION, 1" RIGID INSULATION, 5/8" DENSGLASS OR VA APPROVED EQUAL EXTERIOR SHEATHING, 3 5/8" METAL STUD WITH CLOSED CELL SPRAY POLYURETHANE INSULATION (THERMAX OR EQUAL), 5/8" GYPSUM WALL BOARD.
P01 5/8" GYPSUM WALL BOARD ON ONE SIDE, 2 1/2" METAL STUD. ACOUSTICAL BATT INSULATION ONLY AT EXTERIOR WALLS.
P01 SIM 5/8" GYPSUM WALL BOARD ON ONE SIDE, 2 1/2" METAL STUD. ACOUSTICAL BATT INSULATION ONLY AT EXTERIOR WALLS. 60" HIGH WAINSCOT TILE IN TOILET ROOM 105A BATHROOM SIDE ONLY.
P02 5/8" GYPSUM WALL BOARD ON BOTH SIDES, 3 5/8" METAL STUD WITH ACOUSTICAL BATT INSULATION.
P04 5/8" GYPSUM WALL BOARD, 3 5/8" METAL STUD WITH ACOUSTICAL BATT INSULATION, 1/2" CEMENT BOARD TILE BACKER, TRINITY TILE (FULL HEIGHT) ON SHOWER SIDE.
P05 60" HIGH WAINSCOT TILE, 5/8" GYPSUM WALL BOARD, 3 5/8" METAL STUD WITH ACOUSTICAL BATT INSULATION, 5/8" GYPSUM WALL BOARD, 60" HIGH WAINSCOT TILE.
P06 5/8" GYPSUM WALL BOARD, 6" METAL STUD WITH ACOUSTICAL BATT INSULATION, 5/8" GYPSUM WALL BOARD.
P07 5/8" GYPSUM WALL BOARD, 6" METAL STUD WITH ACOUSTICAL BATT INSULATION, 5/8" GYPSUM WALL BOARD, 60" HIGH WAINSCOT TILE.
P08 60" HIGH WAINSCOT TILE, 5/8" GYPSUM WALL BOARD, 6" METAL STUD WITH ACOUSTICAL BATT INSULATION, 5/8" GYPSUM WALL BOARD, 60" HIGH WAINSCOT TILE.
P09 60" HIGH WAINSCOT TILE, 5/8" GYPSUM WALL BOARD, 6" METAL STUD WITH ACOUSTICAL BATT INSULATION, 1/2" CEMENT BOARD TILE BACKER, TRINITY TILE (FULL HEIGHT) SHOWER SIDE.
P10 5/8" GYPSUM WALL BOARD, 6" CMU- CONCRETE FILLED, 5/8" GYPSUM WALL BOARD.
P11 5/8" GYPSUM WALL BOARD, 6" CONCRETE FILLED CMU W/7/16" BALLISTIC PANELS ON RECEPTION SIDE, 5/8" GYPSUM WALL BOARD.
P12 5/8" GYPSUM WALL BOARD, 6" CMU-CONCRETE FILLED, 5/8" GYPSUM WALL BOARD, 60" HIGH WAINSCOT TILE.
R01 1HR RATED - 5/8" TYPE "X" GYPSUM WALL BOARD, 6" METAL STUD WITH FIBERGLASS BATT INSULATION, 5/8" TYPE 'X' GYPSUM WALL BOARD.
R01 SIM 1HR RATED - 5/8" TYPE "X" GYPSUM WALL BOARD, 6" METAL STUD WITH FIBERGLASS BATT INSULATION,W/ 5/8" TYPE 'X' GYPSUM WALL BOARD, 60" WAINSCOT TILE ON THE BATHROOM SIDE.
R02 1HR RATED - 1" EXTERIOR STUCCO FINISH, 1/8" METAL LATH, 1/8" AIR AND MOISTURE BARRIER, 1" STYROFOAM INSULATION, 1" RIGID INSULATION, 5/8" DENSGLASS OR VA APPROVED EQUAL EXTERIOR SHEATHING, 6" METAL STUD WITH CLOSED CELL SPRAY POLYURETHANE INSULATION, (2) LAYERS OF 5/8" TYPE 'X' GYPSUM WALL BOARD.
R03 1HR RATED -1" EXTERIOR STUCCO FINISH, 1/8" METAL LATH, 1/8" AIR AND MOISTURE BARRIER, 1" STYROFOAM INSULATION, 1" RIGID INSULATION, 5/8" DENSGLASS OR VA APPROVED EQUAL EXTERIOR SHEATHING, 6" METAL STUD WITH CLOSED CELL SPRAY POLYURETHANE INSULATION, 5/8" TYPE "X" GYPSUM WALL BOARD.
R04 1HR RATED - 5/8" TYPE "X" GYPSUM WALL BOARD, 3 5/8" METAL STUD WITH ACOUSTICAL BATT INSULATION, 1/2" CEMENT BOARD TILE BACKER, TRINITY TILE (FULL HEIGHT) SHOWER SIDE.
R05 1HR RATED - 5/8" TYPE "X" GYPSUM WALL BOARD, 3 5/8" METAL STUD WITH CLOSED CELL SPRAY POLYURETHANE INSULATION, 5/8" TYPE 'X' GYPSUM WALL BOARD.
R05 SIM 1HR RATED - 5/8" TYPE "X" GYPSUM WALL BOARD, 3 5/8" METAL STUD WITH CLOSED CELL SPRAY POLYURETHANE INSULATION, 5/8" TYPE 'X' GYPSUM WALL BOARD, 60" WAINSCOT TILE ON THE BATHROOM SIDE.
NOTE
NUMBER NOTE
1 DRESSING BENCH, TYP.
2 LOCKERS, TYPICAL.
3 SLIDING PLASTIC LAMINATE DOOR, TYPICAL.
4 WHEEL CHAIR AND EQUIPMENT STORAGE
5 NEW 8'-10 1/4" WIDE X 6'-8" HIGH GATE. SEE DETAILS 1/AI103B & 2/AI103B
6 A-FRAME BIKE RACK 1" TUBING. MANUFACTURER: SITESCAPES INC.
7 AUTOMATIC SLIDING DOORS WITH BREAK AWAY PANELS (4 EACH SET). PROVIDE MAG
LOCKS TIED TO FIRE ALARM ON EACH PANEL.
8 BI-LEVEL EWC WITH BOTTLE FILLER. SEE DETAIL
9 PRIVACY CALL STATION (N.IC.)
10 PATIENT WAITING SEATING (N.I.C.)
11 WORK STATIONS SHOWN FOR LAYOUT PURPOSES (N.I.C.)
12 ABAAS HEIGHT RECEPTION DESK
13 ABAAS HEIGHT BREAKROOM COUNTER
14 WALL MOUNTED LADDER TO ROOF HATCH SEE DETAIL
15 METAL STUD AND 5/8" GYP.BD. COLUMN SURROUND, TYP. SEE SHEETS AI110A, B, C
16 18" CONCRETE MAINTENANCE STRIP
17 MILLWORK WORK STATION. SEE BID ALTERNATES IN SPEC SECTION 010000 GENERAL
REQUIREMENTS.
18 30"X30" 1 HR RATED ACCESS PANEL
19 PROVIDE MULLION MATE OR VA APPROVED EQUAL WITH CLEAR ANODIZED ALUMINUM
WALL END CAP.
20 PROVIDE FIRE TREATED 1/2" PLYWOOD ON ALL WALLS OF IT ROOM. MOUNT 2'-0" ABOVE
FINISHED FLOOR TO 8'-0" ABOVE FINISHED FLOOR. PAINT TO MATCH WALLS. DO NOT
PAINT OVER FIRE TREATED LABELS.
21 11'-8" x 6'-8" RECESSED ALUMINUM WALK OFF MAT INSET IN FLOOR. RECESS SLAB PER
SELECTED MANUFACTURER'S RECOMMENDATIONS.SEE DETAIL
22 SLOPE SIDEWALK AWAY FROM BUILDING. PROVIDE A SMOOTH TRANSITION AT
DOORWAYS, BUT KEEP THE REST OF THE SIDEWALK 1-2" BELOW FINISH FLOOR LEVEL.
23 PROVIDE INTUMESCENT PAINT ON ALL COLUMNS, TYP.
24 PROVIDE SOUND ATTENUATION INSULATION IN COLUMN SURROUND TO MAINTAIN
HIPPA REQUIREMENTS.
25 FILL WALL CAVITY ABOVE AND BELOW WINDOW FULL OF INSULATION 2'-0" EITHER SIDE
OF WALL TO WINDOW INTERSECTION-TYPICAL
26 PROVIDE 8"WIDE X 4" HIGH WALL OPENINGS AT THE BOTTOM OF THE WALL FOR WATER
DRAINAGE. SEE WALL SECTION 4/AI103B.
27 SLOPE CONCRETE FLOORS TO WALL OPENINGS AT 1/4"/FOOT FOR WATER DRAINAGE.
SEE STRUCTURAL DRAWINGS.
-KEYNOTE SYMBOL
SD-1 PACKAGE - ORIGINAL SUBMITTAL 5/24/2017
SD-1 PACKAGE - RESUBMITTAL
SD-1 PACKAGE - RESUBMITTAL
SD-1 PACKAGE - RESUBMITTAL - SITE LOCATIONS
8/15/2017
9/15/2017
12/5/2017
SD-2 PACKAGE 5/15/2018
DD-1 NON REVIEW 8/02/2018
DD-1 SUBMISSION 8/23/2018
IN
TOILET
DD-2 SUBMISSION 10/27/2018
1/4" = 1'-0"2
ENLARGED VESTIBULE PLAN
CD-1 SUBMISSION 02/10/2019
CD-1 RE-SUBMISSION 04/12/2019
CD-1 RE-SUBMISSION 01/31/2020
CD-2 SUBMISSION 04/30/2020
CONSTRUCTION DOCUMENT SUBMISSION 06/29/2020
DN
FEC
F E
C
KEYNOTE LEGEND
GENERAL NOTES
BARRIER LEGEND
1.0
2.0
3.0
4.0
B1 B3 B4 B5
0.1
B6
88 SF88 SF
HAC
105 SF105 SF
OFFICE
105 SF105 SF
OFFICE
CURVED
STANDING
SEAM METAL
ROOF OVER
VESTIBULE
BELOW
ELEV.
ENCLOSED
STAIR
HUD VASH
MENTAL HEALTH
OPEN OFFICE
STOR./PRINT
TOILET
EXTERIOR
STAIR
HVAC
CHASE
AE202
AE202
AE201
AE203
256 SF256 SF
BREAK ROOM
TOILET
130 SF130 SF
IT
105 SF105 SF
OFFICE
ELEV
EQUIP
ROOF
96 SF96 SF
STORAGE
STAIR
S1
B4.5
B4.9
1.1
AE102
34 SF34 SF
ELECT
B1.4
3.4
243 SF243 SF
CONF.
105 SF105 SF
OFFICE
AF10111
AI104B
105 SF105 SF
OFFICE
AE205
AE205
AE205
AE206
AE206
AE206
AE205
AI114B
AI110A
P01
P01
P01
P06
R01
P06
P01
P06
R01
R01
P02
P02P02
P02
P02 P02P02
P02
P02
P02
P02P02 P02
E01
P06
E01E01
207B 207A 205 215
208B208A
S3
R
R02
E01
P06 P06
P06 P06
P06
P06
P06
P06
P01
E01
11 11
TYP.
TYP.
11 11
1111 11
E01
E01
E01
E03
P01 P01
P01
P01
P01
AI110A
AI110A
AI103A
15 15 15
15 15
3.6
0.08
AE20
E01E01
R01
R01
TYP.
TYP.
AF1016
B2
P01
P01
P01
AI114B
AI105A
AI105A
/3 AE105
209 210 211 213212
R03
/4 AI119
TYP.
TYP.
23 23
23 23
E01
SIM
E01
SIM
E01
SIM
E01
SIM
E01
SIM
E01
SIM
E03
E03
R03 E01
SIME01
SIM
E01
SIM
P01
E01
SIM
P01 P01
P01P01
P01
P02 P02
P02
P02
P02 P02
B2.4
0.9
3.2
0.06
0.05 B4.1 B4.3B3.5B3.3B1.8
0.09
4.3
M K L
E
J
B
A
P
AI110B
AI110B
AI110B
AI110B
AI110B
AI110B
AF103
BID ALT #1:
MILLWORK
WORK STATION
SEE BID
ALTERNATES IN SPEC
SECTION 010000
GENERAL
REQUIREMENTS
/5 AI119
AI103A
R01
R02
E04
T
R
D
FEC
23 23
TYP.
24 24 24
TYP.
P01
TYP.
TYP.
TYP.
TYP.
TYP.
P01
TYP.
TYP.
TYP.
TYP. TYP.
TYP.
TYP. TYP.
TYP.
TYP.
P01
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
P01
P01
TYP.
P01
TYP.
R03
E01
6' - 0"
2' - 1 1/4"3' - 10 3/4"
6' - 0"
FIRST AND SECOND FLOOR
1. REFER TO ENLARGED FLOOR PLANS, ELEVATION, SECTIONS AND
SCHEDULES ON OTHER DRAWINGS SHEETS FOR ADDITIONAL
DETAILS
2. REFER TO OTHER CONSULTANT/DISCIPLINE DRAWINGS FOR
ADDITIONAL DETAILS
3. ALL WALL ELEVATIONS (NORTH, SOUTH, WEST AND EAST) ARE
RELATIVE TO PLAN NORTH
4. GENERAL CONTRACTOR SHALL PROVIDE, COORDINATE AND
INSTALL 16 GA. SHEET METAL BLOCKING AND FIRE TREATED WOOD
BLOCKING AT ALL WALL PARTITIONS THAT HAVE EQUIPMENT AND
CASEWORK MOUNTED TO THEM. METAL STRAP BLOCKING IS
ACCEPTABLE FOR MILLWORK AND OTHER ITEMS, PROVIDED IT IS
OF THE PROPER GAUGE.
5. PROVIDE GYPSUM BOARD RETURNS AT ALL WINDOWS FOR HEAD
AND JAMB CONDITIONS
6. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS OF OWNER
FURNISHED EQUIPMENT AND COORDINATE INSTALLATION WITH ALL
TRADES WHERE REQUIRED
7. GENERAL CONTRACTOR SHALL PROVIDE UL APPROVED FIRE-
RESISTIVE PENETRATION SYSTEMS AT ALL PENETRATIONS IN A
FIRE-RATED PARTITION ASSEMBLY.
8. PAINT ALL COMPONENTS ON THE FIRE RISER IN STAIR S1 UNLESS
THEY ARE CHROME OR BRASS.
9. PROVIDE TYPE "X" GYPSUM BOARD IN ALL RATED WALLS AS
REQUIRED.
10. ALL INTERIOR WALLS ARE TO HAVE A MINIMUM STC RATING OF 40.
11. SEAL ALL FLOOR PENTRATIONS FOR CONDUIT FROM THE FIRST TO
THE SECOND FLOOR WITH FIRE RATED SEALANT.
RATED WALL LEGEND:
ONE HOUR RATED WALL
SYMBOL LEGEND:
EXTERIOR STORAGE AREA AND LOCKER ROOM ARE HATCHED
TO INDICATE IT IS IN CONTRAST TO THE CURRENT VA PHYSICAL
SECURITY DESIGN MANUAL AND MUST BE MONITORED,
LOCKED, AND ACCESS SEVERELY RESTRICTED UNLESS A
WAIVER IS CREATED.
NEW CONCRETE SIDEWALKS AND MAINTENANCE
STRIP-IN CONTRACT
Romanyk Consulting Focusing on what matters
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
IMEG CORP. (M,E,P, & S)
300 NORTH LAKE AVENUE, 14TH FLOOR
PASADENA, CA 91101
CALIBRE ENGINEERING, INC. (CIVIL AND LANDSCAPE)
9090 SOUTH RIDGELINE BOULEVARD, SUITE 105
HIGHLANDS RANCH, CO 80129
KLEINFELDER (GEOTECH)
6700 KOLL CENTER PARKWAY
SUITE 120
PLEASANTON, CA 94566
Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093
Sprinklered
B
IM
/V
IS
N
M a th e r
S o c ia l S e rv ic e s B u ild in g /M a th e r
S o c ia l S e rv ic e
.r v t
/1
/2
:0
:2
P M
SECOND FLOOR PLAN
GC EM
CONSTRUCTION
DOCUMENT SUBMISSION
FULLY SPRINKLERED
612-163
AE102
DESIGN SOCIAL WORK AND
EXPAND CLINICAL SPACE
3551 Femoyer Street Mather, CA 95655
12/04/2020
1/8" = 1'-0"1
SECOND FLOOR PLAN 1/4" = 1'-0"2
BASIS OF DESIGN LAYOUT ENLARGED
WORKSTATION N.I.C.
OUTLINE OF 6X6
WORKSTATION
AREA
SHARED WORK
SURFACE
COMPUTER WORK
SURFACE
FURNITURE
PARTITION
SEE WALL TYPES SHEET ( AF 105 )
TYPE
MARK TYPE DESCRIPTION
E01 1" EXTERIOR STUCCO FINISH,1/8" METAL LATH, 1/8" AIR & MOISTURE BARRIER, 1" STYROFOAM INSULATION, 1" RIGID INSULATION, 5/8" DENSGLASS OR VA APPROVED EQUAL EXTERIOR SHEATHING, 6" METAL STUD WITH CLOSED CELL SPRAY POLYURETHANE INSULATION (THERMAX OR EQUAL), 5/8" GYPSUM WALL BOARD ON INTERIOR SIDE.
E01 SIM 1" EXTERIOR STUCCO FINISH,1/8" METAL LATH, 1/8" AIR & MOISTURE BARRIER, 1" STYROFOAM INSULATION, 1" RIGID INSULATION, 5/8" DENSGLASS OR VA APPROVED EQUAL EXTERIOR SHEATHING, 6" METAL STUD WITH CLOSED CELL SPRAY POLYURETHANE INSULATION (THERMAX OR EQUAL)
E02 1" EXTERIOR STUCCO FINISH, 1/8" METAL LATH, 1/8" AIR & MOISTURE BARRIER, 1" STYROFOAM INSULATION, 1" RIGID INSULATION, 5/8" DENSGLASS OR VA APPROVED EQUAL EXTERIOR SHEATHING, 6" METAL STUD WITH CLOSED CELL SPRAY POLYURETHANE INSULATION (THERMAX OR EQUAL), 1/2" CEMENT BACKER BOARD, 60" HIGH WAINSCOT
TILE ON BATHROOM SIDE.
E03 2" EXTERIOR ALUMINUM PANEL SYSTEM, 3" METAL STUD, 1/8" FLUID APPLIED MEMBRANE AIR AND WEATHER BARRIER, 2" RIGID INSULATION, 5/8" DENSGLASS OR VA APPROVED EQUAL EXTERIOR SHEATHING, 6" METAL STUD WITH CLOSED CELL SPRAY POLYURETHANE INSULATION (THERMAX OR EQUAL), 5/8" GYPSUM WALL BOARD.
E04 1" EXTERIOR STUCCO FINISH, 1/8" METAL LATH, 1/8" AIR & MOISTURE BARRIER, 1" STYROFOAM INSULATION, 1" RIGID INSULATION, 5/8" DENSGLASS OR VA APPROVED EQUAL EXTERIOR SHEATHING, 3 5/8" METAL STUD WITH CLOSED CELL SPRAY POLYURETHANE INSULATION (THERMAX OR EQUAL), 5/8" GYPSUM WALL BOARD.
P01 5/8" GYPSUM WALL BOARD ON ONE SIDE, 2 1/2" METAL STUD. ACOUSTICAL BATT INSULATION ONLY AT EXTERIOR WALLS.
P01 SIM 5/8" GYPSUM WALL BOARD ON ONE SIDE, 2 1/2" METAL STUD. ACOUSTICAL BATT INSULATION ONLY AT EXTERIOR WALLS. 60" HIGH WAINSCOT TILE IN TOILET ROOM 105A BATHROOM SIDE ONLY.
P02 5/8" GYPSUM WALL BOARD ON BOTH SIDES, 3 5/8" METAL STUD WITH ACOUSTICAL BATT INSULATION.
P04 5/8" GYPSUM WALL BOARD, 3 5/8" METAL STUD WITH ACOUSTICAL BATT INSULATION, 1/2" CEMENT BOARD TILE BACKER, TRINITY TILE (FULL HEIGHT) ON SHOWER SIDE.
P05 60" HIGH WAINSCOT TILE, 5/8" GYPSUM WALL BOARD, 3 5/8" METAL STUD WITH ACOUSTICAL BATT INSULATION, 5/8" GYPSUM WALL BOARD, 60" HIGH WAINSCOT TILE.
P06 5/8" GYPSUM WALL BOARD, 6" METAL STUD WITH ACOUSTICAL BATT INSULATION, 5/8" GYPSUM WALL BOARD.
P07 5/8" GYPSUM WALL BOARD, 6" METAL STUD WITH ACOUSTICAL BATT INSULATION, 5/8" GYPSUM WALL BOARD, 60" HIGH WAINSCOT TILE.
P08 60" HIGH WAINSCOT TILE, 5/8" GYPSUM WALL BOARD, 6" METAL STUD WITH ACOUSTICAL BATT INSULATION, 5/8" GYPSUM WALL BOARD, 60" HIGH WAINSCOT TILE.
P09 60" HIGH WAINSCOT TILE, 5/8" GYPSUM WALL BOARD, 6" METAL STUD WITH ACOUSTICAL BATT INSULATION, 1/2" CEMENT BOARD TILE BACKER, TRINITY TILE (FULL HEIGHT) SHOWER SIDE.
P10 5/8" GYPSUM WALL BOARD, 6" CMU- CONCRETE FILLED, 5/8" GYPSUM WALL BOARD.
P11 5/8" GYPSUM WALL BOARD, 6" CONCRETE FILLED CMU W/7/16" BALLISTIC PANELS ON RECEPTION SIDE, 5/8" GYPSUM WALL BOARD.
P12 5/8" GYPSUM WALL BOARD, 6" CMU-CONCRETE FILLED, 5/8" GYPSUM WALL BOARD, 60" HIGH WAINSCOT TILE.
R01 1HR RATED - 5/8" TYPE "X" GYPSUM WALL BOARD, 6" METAL STUD WITH FIBERGLASS BATT INSULATION, 5/8" TYPE 'X' GYPSUM WALL BOARD.
R01 SIM 1HR RATED - 5/8" TYPE "X" GYPSUM WALL BOARD, 6" METAL STUD WITH FIBERGLASS BATT INSULATION,W/ 5/8" TYPE 'X' GYPSUM WALL BOARD, 60" WAINSCOT TILE ON THE BATHROOM SIDE.
R02 1HR RATED - 1" EXTERIOR STUCCO FINISH, 1/8" METAL LATH, 1/8" AIR AND MOISTURE BARRIER, 1" STYROFOAM INSULATION, 1" RIGID INSULATION, 5/8" DENSGLASS OR VA APPROVED EQUAL EXTERIOR SHEATHING, 6" METAL STUD WITH CLOSED CELL SPRAY POLYURETHANE INSULATION, (2) LAYERS OF 5/8" TYPE 'X' GYPSUM WALL BOARD.
R03 1HR RATED -1" EXTERIOR STUCCO FINISH, 1/8" METAL LATH, 1/8" AIR AND MOISTURE BARRIER, 1" STYROFOAM INSULATION, 1" RIGID INSULATION, 5/8" DENSGLASS OR VA APPROVED EQUAL EXTERIOR SHEATHING, 6" METAL STUD WITH CLOSED CELL SPRAY POLYURETHANE INSULATION, 5/8" TYPE "X" GYPSUM WALL BOARD.
R04 1HR RATED - 5/8" TYPE "X" GYPSUM WALL BOARD, 3 5/8" METAL STUD WITH ACOUSTICAL BATT INSULATION, 1/2" CEMENT BOARD TILE BACKER, TRINITY TILE (FULL HEIGHT) SHOWER SIDE.
R05 1HR RATED - 5/8" TYPE "X" GYPSUM WALL BOARD, 3 5/8" METAL STUD WITH CLOSED CELL SPRAY POLYURETHANE INSULATION, 5/8" TYPE 'X' GYPSUM WALL BOARD.
R05 SIM 1HR RATED - 5/8" TYPE "X" GYPSUM WALL BOARD, 3 5/8" METAL STUD WITH CLOSED CELL SPRAY POLYURETHANE INSULATION, 5/8" TYPE 'X' GYPSUM WALL BOARD, 60" WAINSCOT TILE ON THE BATHROOM SIDE.
NOTE
NUMBER NOTE
1 DRESSING BENCH, TYP.
2 LOCKERS, TYPICAL.
3 SLIDING PLASTIC LAMINATE DOOR, TYPICAL.
4 WHEEL CHAIR AND EQUIPMENT STORAGE
5 NEW 8'-10 1/4" WIDE X 6'-8" HIGH GATE. SEE DETAILS 1/AI103B & 2/AI103B
6 A-FRAME BIKE RACK 1" TUBING. MANUFACTURER: SITESCAPES INC.
7 AUTOMATIC SLIDING DOORS WITH BREAK AWAY PANELS (4 EACH SET). PROVIDE MAG
LOCKS TIED TO FIRE ALARM ON EACH PANEL.
8 BI-LEVEL EWC WITH BOTTLE FILLER. SEE DETAIL
9 PRIVACY CALL STATION (N.IC.)
10 PATIENT WAITING SEATING (N.I.C.)
11 WORK STATIONS SHOWN FOR LAYOUT PURPOSES (N.I.C.)
12 ABAAS HEIGHT RECEPTION DESK
13 ABAAS HEIGHT BREAKROOM COUNTER
14 WALL MOUNTED LADDER TO ROOF HATCH SEE DETAIL
15 METAL STUD AND 5/8" GYP.BD. COLUMN SURROUND, TYP. SEE SHEETS AI110A, B, C
16 18" CONCRETE MAINTENANCE STRIP
17 MILLWORK WORK STATION. SEE BID ALTERNATES IN SPEC SECTION 010000 GENERAL
REQUIREMENTS.
18 30"X30" 1 HR RATED ACCESS PANEL
19 PROVIDE MULLION MATE OR VA APPROVED EQUAL WITH CLEAR ANODIZED ALUMINUM
WALL END CAP.
20 PROVIDE FIRE TREATED 1/2" PLYWOOD ON ALL WALLS OF IT ROOM. MOUNT 2'-0" ABOVE
FINISHED FLOOR TO 8'-0" ABOVE FINISHED FLOOR. PAINT TO MATCH WALLS. DO NOT
PAINT OVER FIRE TREATED LABELS.
21 11'-8" x 6'-8" RECESSED ALUMINUM WALK OFF MAT INSET IN FLOOR. RECESS SLAB PER
SELECTED MANUFACTURER'S RECOMMENDATIONS.SEE DETAIL
22 SLOPE SIDEWALK AWAY FROM BUILDING. PROVIDE A SMOOTH TRANSITION AT
DOORWAYS, BUT KEEP THE REST OF THE SIDEWALK 1-2" BELOW FINISH FLOOR LEVEL.
23 PROVIDE INTUMESCENT PAINT ON ALL COLUMNS, TYP.
24 PROVIDE SOUND ATTENUATION INSULATION IN COLUMN SURROUND TO MAINTAIN
HIPPA REQUIREMENTS.
25 FILL WALL CAVITY ABOVE AND BELOW WINDOW FULL OF INSULATION 2'-0" EITHER SIDE
OF WALL TO WINDOW INTERSECTION-TYPICAL
26 PROVIDE 8"WIDE X 4" HIGH WALL OPENINGS AT THE BOTTOM OF THE WALL FOR WATER
DRAINAGE. SEE WALL SECTION 4/AI103B.
27 SLOPE CONCRETE FLOORS TO WALL OPENINGS AT 1/4"/FOOT FOR WATER DRAINAGE.
SEE STRUCTURAL DRAWINGS.
SD-1 PACKAGE - ORIGINAL SUBMITTAL 5/24/2017
SD-1 PACKAGE - RESUBMITTAL
SD-1 PACKAGE - RESUBMITTAL
SD-1 PACKAGE - RESUBMITTAL - SITE LOCATIONS
8/15/2017
9/15/2017
12/5/2017
SD-2 PACKAGE 5/15/2018
DD-1 NON REVIEW 8/02/2018
-KEYNOTE SYMBOL
DD-1 SUBMISSION 8/23/2018
DD-2 SUBMISSION 10/27/2018
CD-1 SUBMISSION 02/10/2019
CD-1 RE-SUBMISSION 04/12/2019
CD-1 RE-SUBMISSION 01/31/2020
CD-2 SUBMISSION 04/30/2020
CONSTRUCTION DOCUMENT SUBMISSION 06/29/2020
DIMENSION PLAN NOTES
1.0
2.0
3.0
4.0
B1
B1
B3 B4 B5
0.1
B6
B4.9
1.1
5'
/4
1'
5/
8" 1'
3/ 8"
/4
2'
3/
4" 7'
1/ 2"
5'
1/
2"
4'
1/
2"
10' - 1 5/8" 10' - 0" 10' - 0" 10' - 0" 10' - 1 5/8" 10' - 3 1/2"
10' - 0 3/4" 10' - 0" 10' - 0" 10' - 0" 10' - 0 1/8" 10' - 5"
9'
/8
/8
/2
7' - 1 5/8"
3' - 8 3/4"
CLEAR
4' - 6"
GROUP RM.
EXAM
5 EXAM
EXAM
EXAM
ISO. EXAM
CLEAN
111D
BREAK RM.
CONSULT RM.
EXAM
EXAM
EXAM
8 EXAM
PROCEDURE
ELEV EQ
STAFF AREA
STORAGE
CORRIDOR
CORRIDOR
HAC
117ELECT.
111C
SOILED
111B
TLT.
10A
RECEPTION
TOILET
SHWR ROOM
104A
TOILET
105A
LAUNDRY
VESTIBULE
7'
/2
1'
5/
8"
5'
1/
2" 5'
1/ 2"
8'
1/
8" 5'
3/ 8"
/8
6'
1/
2"
3' - 3"
3' - 7 5/8"
B1.4
3.4
CONSULT RM.
STAFF TLT
111A
STAIR
S1
STAIR
S2
TOILET
10' - 4" 7' - 11"
7'
7/
8"
1' - 9" 8' - 4 5/8" 2' - 0" 8' - 0" 2' - 0" 8' - 0" 1' - 7 1/8" 8' - 4 7/8" 2' - 3" 7' - 10 5/8" 1' - 11"
5'
3/
4"
/2
3'
3/ 4"
1' - 9" 8' - 4 5/8" 2' - 0" 8' - 0" 2' - 0" 8' - 0" 1' - 7 1/8" 8' - 4 7/8" 4' - 8" 7' - 8 1/8"
3.6
1' - 2"
9' - 3 1/4" 28' - 1 1/4"
7'
3/
8"
0.08
3'
1/
4"
1/ 4"
17' - 10 1/4" 5' - 8 1/8"
16' - 0" 5' - 10"
B2
B2
1' - 8 1/8" 8' - 4 5/8" 2' - 0" 8' - 0" 2' - 0" 8' - 0" 1' - 7 1/8" 8' - 4 7/8" 4' - 8"
5' - 4 3/8"
/8
5' - 0"
1' - 9"
8' - 4 5/8"
2' - 0"
8' - 0" 2' - 0" 8' - 0"
1' - 7 1/8"
8' - 4 7/8"
2' - 3"
7' - 10 5/8" 10' - 3 1/2"
9' - 3 1/4"
AI104A
AF102
AI104B
AI104B
AI105A
AI105A
ELECT
/8
/2
"SHWR ROOM
102A
1'
0"
CORRIDOR
100A
WAITING
WHEEL CHAIRS
100A
CASED OPNG.
4' - 0 1/2" TYP.
/8
1"
/8
6'
1/
2"
9'
2" 9'
9"
9'
5/
8"
/4
1/
2"
TYP.
4' - 0 1/2"
9'
3/
4"
18' - 10 1/2" 2' - 0" 18' - 5 3/4"
1' - 10 7/8"
74' - 2 1/2"
6' - 7 1/4" 26' - 8"
/8
8' - 6 1/4"
3' - 4 3/4"
22' - 8 1/2" 9 7/8"
15' - 10 1/8"
8'
/8
74' - 2 1/2"
1' - 3 3/4"
B2.4
0.9
3.2
0.06
0.05
B4.1 B4.3B3.5B3.3B1.8
0.09
4.3
111' - 7"
17' - 6 5/8" 10 5/8"
1' - 3 3/4" 21' - 8 1/4" 4' - 3 1/4" 31' - 6 3/4" 1' - 4 3/4"
8' - 6 1/2" 17' - 5" 9' - 8" 20' - 3 1/2" 20' - 6" 24' - 5" 8' - 3 1/4"
1' - 6" TYP. MAINT. STRIP
/8
1"
9'
7/
8" 1'
5/ 8"
/2
15' - 9"
4'
3/
4" 9'
1/ 8"
4'
/8
CLEAR
7' - 3 5/8"
2' - 8 1/8"
2' - 4"
7/
8"
1'
5/
8" 7'
3/ 8"
1'
7/
8"
AI110A
AI110A
AI110A
7 AI110A
AI110A
AI110A
AI110A
AI110B
FE
C
1'
1/
8"
3/
4" 1'
/8
/8
2'
1/ 2"
1/ 4"
2' - 4 3/8" 8' - 2"
1' - 1 5/8"
1'
7/
8"
1' - 8 1/2" 10 5/8"
6' - 9 3/8" 21' - 3 7/8"
2' - 2" 6' - 6 3/8"
AI110C
AI110C
AI110C
AI110C
8' - 6" 7' - 3"
18' - 7 5/8"
C
LE
AR
6'
0"
4' - 4"
CLEAR
6' - 0"
CLEAR
5' - 11 1/8"10' - 4"
AE103
10' - 4 3/4"
1'
1/
4"
35' - 0"
8' - 10"
38' - 2"
27' - 6"
1. UNLESS OTHERWISE NOTED, DIMENSIONING ON
PLANS IS AS FOLLOWS:
-TO FACE OF MASONRY
-TO FACE OF CONCRETE
-TO FACE OF STUD IN FRAMED PARTITIONS
-GRIDLINES: TO CENTER LINE OF COLUMNS
2. DOOR OPENINGS NOT LOCATED BY DIMENSIONS ARE EITHER
CENTERED IN THE WALL OR ARE LOCATED 5" FROM FINISH WALL TO
INSIDE FACE OF JAMB.
3. SEE ENLARGED PLAN DETAILS AND ELEVATIONS FOR
ADDITIONAL INFORMATION. ANY DISCREPANCIES MUST BE
COORDINATED WITH THE ARCHITECT BEFORE PROCEEDING.
4. ANGLED CONDITIONS ARE 45 DEGREES UNLESS NOTED
OTHERWISE.
5. DIMENSIONS WITH THE NOTE 'CLEAR' INDICATES DIMENSION IS
FROM FACE OF FINISH TO FACE OF FINISH.
6. REFER TO CIVIL PLANS TO VERIFY FOOTPRINT LOCATION.
AE206
AE206
135A
135B
9' - 11 1/2"
5"
VESTIBULE
110SF
8' - 0 5/8"
1' - 11 3/4"
5' - 8"
2' - 3 3/4"
0.9
0.06
0.05
6' - 7"
8 1 /2"
1'
/4
6 5 /8"
6"
1' - 4 3/8"
1' - 3 1/8"
1'
- 7
5/ 8"
1'
- 7
5/ 8"
1' - 11 1/4"
1'
7/
8"
4 5 /8"
6 1 /2"
1' - 8 3/8"
1'
1/
4"
1' - 3 1/8"
Romanyk Consulting Focusing on what matters
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
IMEG CORP. (M,E,P, & S)
300 NORTH LAKE AVENUE, 14TH FLOOR
PASADENA, CA 91101
CALIBRE ENGINEERING, INC. (CIVIL AND LANDSCAPE)
9090 SOUTH RIDGELINE BOULEVARD, SUITE 105
HIGHLANDS RANCH, CO 80129
KLEINFELDER (GEOTECH)
6700 KOLL CENTER PARKWAY
SUITE 120
PLEASANTON, CA 94566
Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093
Sprinklered
BI
M
VI
SN
- M at he r S oc ia l S er vi ce s
Bu ild in g/
M at he r S oc ia l S er vi ce s
SD
2.
rv t
/4
/2
2:
:3
PM
FIRST FLOOR DIMENSION PLAN
GC EM
CONSTRUCTION
DOCUMENT SUBMISSION
FULLY SPRINKLERED
612-163
AE103
DESIGN SOCIAL WORK AND
EXPAND CLINICAL SPACE
3551 Femoyer Street Mather, CA 95655
12/04/2020
1/8" = 1'-0"1 FIRST FLOOR DIMENSION PLAN
SD-1 PACKAGE - ORIGINAL SUBMITTAL 5/24/2017
SD-1 PACKAGE - RESUBMITTAL
SD-1 PACKAGE - RESUBMITTAL
SD-1 PACKAGE - RESUBMITTAL - SITE LOCATIONS
8/15/2017
9/15/2017
12/5/2017
SD-2 PACKAGE 5/15/2018
DD-1 NON REVIEW 8/02/2018
DD-1 SUBMISSION 8/23/2018
DD-2 SUBMISSION 10/27/2018
1/4" = 1'-0"2 ENLARGED VESTIBULE DIMENSION PLAN
CD-1 SUBMISSION 02/10/2019
CD-1 RE-SUBMISSION 04/12/2019
CD-1 RE-SUBMISSION 01/31/2020
CD-2 SUBMISSION 04/30/2020
CONSTRUCTION DOCUMENT SUBMISSION 06/29/2020
DN
DIMENSION PLAN NOTES
ROOF
OPEN OFFICE
1.0
2.0
3.0
4.0
B1 B3 B4 B5
0.1
B6
B6
B4.5
B4.9
1.1
HAC
OFFICE
OFFICE
ELEV.
STOR./PRINT
TOILET
TOILET
BREAK ROOM
OFFICE
IT
STORAGE
STAIR
S1
ROOF
10' - 4 3/8" 3' - 6"
/4
3'
/4
23' - 9 3/4"
7' - 6 3/4" 9' - 10 1/2" 9' - 10 1/2" 9' - 10 1/2" 9' - 10 1/2" 9' - 10 1/2" 12' - 2 3/8" 8' - 8"
7/ 8"
9'
8" 5'
1/ 2"
7'
3/
8"
CURVED
ROOF
/4
CURVED
ROOF
B1.4
3.4
3'
1/
8"
1'
7/
8"
37' - 1 1/8"
OFFICE
OFFICE
STAIR
S2
/8
11' - 2 3/8" 5' - 6" 7' - 0 5/8"
3.6
0.08
74' - 2 1/2"
2'
5/
8"
/4
B2
B2
ELECT
AI104B
7'
8" 5'
1/ 2"
4'
3/
8"
6'
3/
4"OPEN OFFICE
/2
5" 1' - 4" 1' - 4" 5"
9' - 3 1/4" 28' - 1 1/4"
1' - 2"
1' - 3 3/4" 8' - 6 1/2" 17' - 5" 9' - 8" 20' - 3 1/2" 20' - 6" 7' - 6 5/8" 16' - 0 1/8" 10 1/4" 8' - 3 1/4"
5'
/4
1'
5/
8" 1'
3/ 8"
/4
2'
3/
4" 7'
1/ 2"
5'
1/
2" 7'
3/ 8"
3'
1/
4"
1/ 4"
/8
8' - 3 1/4"
3' - 8 5/8"
B2.4
0.9
3.2
0.06
0.05 B4.1 B4.3B3.5B3.3B1.8
0.09
4.3
111' - 7"
4' - 3 1/4" 31' - 6 3/4" 1' - 4 3/4" 17' - 10 1/4" 5' - 8 1/8" 17' - 6 5/8" 9' - 1 1/4"
AI105A
AI110A
AI110A
AI110A
AI110B
1'
/4
AI110B
/4
25' - 11 1/8"
AI105A
2' - 11 1/2"
2'
7/
8"
AI110B
AI110B
1'
5/
8"
2' - 4 3/8"
1'
1/
4"
3/
4" 2'
1/ 4"
2'
3/
8"
1/
4"
23' - 8 1/8" 30' - 2 7/8"
18' - 10 1/2"
2' - 0 1/8"
18' - 5 5/8"
2' - 1 3/4"
22' - 5"
1'
/2
1' - 3"
1' - 5"
1' - 2 3/8" 23' - 9 5/8"
1' - 6 3/8"
2' - 0 3/4" 2' - 7 3/8" 23' - 10 5/8"
1' - 7 1/4" 2' - 4 1/8"
7' - 11 3/8"
/8
7' - 2"
1. UNLESS OTHERWISE NOTED, DIMENSIONING ON
PLANS IS AS FOLLOWS:
-TO FACE OF MASONRY
-TO FACE OF CONCRETE
-TO FACE OF STUD IN FRAMED PARTITIONS
-GRIDLINES: TO CENTER LINE OF COLUMNS
2. DOOR OPENINGS NOT LOCATED BY DIMENSIONS ARE EITHER
CENTERED IN THE WALL OR ARE LOCATED 5" FROM FINISH WALL TO
INSIDE FACE OF JAMB.
3. SEE ENLARGED PLAN DETAILS AND ELEVATIONS FOR
ADDITIONAL INFORMATION. ANY DISCREPANCIES MUST BE
COORDINATED WITH THE ARCHITECT BEFORE PROCEEDING.
4. ANGLED CONDITIONS ARE 45 DEGREES UNLESS NOTED
OTHERWISE.
5. DIMENSIONS WITH THE NOTE 'CLEAR' INDICATES DIMENSION IS
FROM FACE OF FINISH TO FACE OF FINISH.
6. REFER TO CIVIL PLANS TO VERIFY FOOTPRINT LOCATION.
Romanyk Consulting Focusing on what matters
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
IMEG CORP. (M,E,P, & S)
300 NORTH LAKE AVENUE, 14TH FLOOR
PASADENA, CA 91101
CALIBRE ENGINEERING, INC. (CIVIL AND LANDSCAPE)
9090 SOUTH RIDGELINE BOULEVARD, SUITE 105
HIGHLANDS RANCH, CO 80129
KLEINFELDER (GEOTECH)
6700 KOLL CENTER PARKWAY
SUITE 120
PLEASANTON, CA 94566
Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093
Sprinklered
BI
M
VI
SN
- M at he r S oc ia l S er vi ce s
Bu ild in g/
M at he r S oc ia l S er vi ce s
SD
2.
rv t
/4
/2
2:
:4
PM
SECOND FLOOR DIMENSION PLAN
GC EM
CONSTRUCTION
DOCUMENT SUBMISSION
FULLY SPRINKLERED
612-163
AE104
DESIGN SOCIAL WORK AND
EXPAND CLINICAL SPACE
3551 Femoyer Street Mather, CA 95655
12/04/2020
1/8" = 1'-0"1 SECOND FLOOR DIMENSION PLAN
SD-1 PACKAGE - ORIGINAL SUBMITTAL 5/24/2017
SD-1 PACKAGE - RESUBMITTAL
SD-1 PACKAGE - RESUBMITTAL
SD-1 PACKAGE - RESUBMITTAL - SITE LOCATIONS
8/15/2017
9/15/2017
12/5/2017
SD-2 PACKAGE 5/15/2018
DD-1 NON REVIEW 8/02/2018
DD-1 SUBMISSION 8/23/2018
DD-2 SUBMISSION 10/27/2018
CD-1 SUBMISSION 02/10/2019
CD-1 RE-SUBMISSION 04/12/2019
CD-1 RE-SUBMISSION 01/31/2020
CD-2 SUBMISSION 04/30/2020
CONSTRUCTION DOCUMENT SUBMISSION 06/29/2020
GENERAL NOTES
9/16"
POSITION D
POSITION C
POSITION B
POSITION A
96 1/8"
15 9/16"RETRACT
27 9/16"EXTEND
68 13/16"
3D VIEW SHOWN FOR
REFERENCE ONLY
13 1/2"
12"
10"
10" 12"
51 13/16"
39 1/4"RETRACTED
63 1/4" EXTENDED
86 13/16"
74 1/4"
59 9/16"
1.0
2.0
3.0
4.0
B1 B3 B4 B5
0.1
B6
AE202
AE202
AE201
AE203
B4.5
B4.9
1.1
RD
OD
S L O
/4
F
T
M
IN
S L O
F
T
M
IN
SLOPE
1/4"/FT.
MIN.
S L O
F
T
M
IN
S L O
F
T
M
IN
SLOPE
1/4"/FT.
MIN.
SLOPE
1/4"/FT.
MIN.
SLOPE
1/4"/FT.
MIN.
SLOPE
1/4"/FT.
MIN.
SLOPE
1/4"/FT.
MIN.
S L O
F
T
M
IN
SLOPE
1/4"/FT.
MIN.
RD
OD
RD
OD
S L O
F
T
M
IN
B1.4
3.4
AE205
AE205
AE205
AE206
AE206
AE206
AE205
AE206
AI103A
3.6
0.08
B2
CURVED STANDING SEAM
METAL
ROOF - MATCH ALUMINUM
PANELS
AE105
AE20
AI115
TYP.
AE105
.7
+6.75"
.5
+3.75"
+3.0"
+5.0"
.5
.0
+3.0" +6.75"
RIDGE
+6.75"
.7
.7
.2
+6.75"
+1.37"
+3.0"
+.42"+.54"
B2.4
0.9
3.2
0.06
0.05
B4.1 B4.3B3.5B3.3B1.8
0.09
4.3
7' - 3 3/8"
/8
BID ALT #1:
DASHED LINE INDICATES AREA TO BE
ENCLOSED BY HVAC SCREENING AS
AN BID ALTERNATE. SEE
BID ALTERNATES IN
SPEC SECTION 010000 GENERAL
REQUIREMENTS.
LOCATE HVAC
SCREEN SUPPORTS
OVER EXISTING STRUCTUAL
ELEMENTS ONLY.
W12X50 BEAMS WILL BE REQUIRED
TO SUPPORT MECHANICAL ENCLOSURE
POST AND KICKERS.
R
ID
G E
RD
OD
RD
OD
RIDGE RIDGE
RD
OD
SLOPE
1/4"/FT.
MIN.
1. THIS ROOF PLAN IS FOR REFERENCE ONLY
2. REFER TO ENLARGED FLOOR PLANS, ELEVATION, SECTIONS AND
SCHEDULES ON OTHER DRAWINGS SHEETS FOR ADDITIONAL
DETAILS
3. REFER TO OTHER CONSULTANT/DISCIPLINE DRAWINGS FOR
ADDITIONAL DETAILS
4. PROTECT ROOF MEMBRANE DURING CONSTRUCTION.
DO NOT PLACE METAL BUCKETS DIRECTLY ON NEW
ROOFING. GENERAL CONTRACTOR RESPONSIBLE
FOR ROOF IF DAMAGED OR STAINED.
5. PROTECT ROOF MEMBRANE FROM ANY METAL
CUTTING OR WELDING.
RD - ROOF DRAIN
OD - OVER FLOW ROOF DRAIN - PROVIDE CHROME COWS
TONGUE AT DISCHARGE
TPO ROOF MEMBRANE MANUFACTURER'S RECOMMENDED FLASHING
DETAILS SHALL BE USED TO SEAL ALL ROOF PENETRATIONS AND
PROVIDE A WATERTIGHT ASSEMBLY.
NOTE: G.C. IS RESPONSIBLE FOR
PROTECTING TPO ROOF MEMBRANE
DURING CONSTRUCTION. USE
TARPS TO PROTECT ROOF MEMBRANE FROM METAL FILINGS FROM
CUTTING, DRILLING, ETC.
DO NOT PLACE BUCKETS OR OTHER FERROUS METAL OBJECTS
DIRECTLY ON ROOF SURFACE. REMOVE DEBRIS FROM ROOF ON A
DAILY BASIS. CLEAN (PRESSURE WASH) ROOF AT END OF PROJECT.
ROOF WALKPAD
NOTE:
PAINT ALL EXPOSED LADDER AND ROOF
HATCH SURFACES AT END OF JOB
2-1/2"x2-1/2"x3/8"x2-1/2" CLIP
ANGLE, WELD TOS STRINGER,
AND BOLT TO SLAB
3/4" DIA. BAR RUNGS WITH NON-SLIP
TOP SURFACE (TYPICAL), WELD TO
CENTER OF STRINGERS @ 12" o.c.
VERTICALLY MAX. - SPACE UNIFORMLY
3/8"x2-1/2" BAR BRACKETS @ 2'-0" o.c.
VERTICAL (TYPICAL) WELD TO
STRINGERS, ANCHOR TO WALL WITH
EXPANSION BOLTS (TYPICAL)
3/8"x2-1/2" BAR STRINGERS
PROVIDE FIRE-TREATED BLOCKING
OR 16 GA. METAL STUD FRAMING
WITHIN GYPSUM BOARD WALL FOR
ATTACHMENT OF BRACKETS
6"
COORDINATE WITH
HATCH MFGR'S
EXTENDABLE SAFETY
POST REQUIREMENTS
PROVIDE BLOCKING IN
WALL TO ANCHOR
LADDER SECURELY
CLEAR
1' - 6"
(2
M
A X
IF
G R
E A
T E
R T
H A
N
P
R O
V
ID
E A
N S
O S
H A
A P
P R
O V
E D
S A
F E
T Y
C A
G E
H E
IG
H
T A
S R
E Q
U
IR
E D
F
IE
L D
V E
R
IF
Y
EXTENDABLE
SAFETY POST
PREFABRICATED
ROOF HATCH
PROVIDE ACROVYN WALL
PANELS AND TRIM BEHIND
LADDER, TO 1'-0" EITHER SIDE
OF LADDER FULL HEIGHT.
HATCH MOUNTED
FALL PROTECTION
RAILING
1' - 0" 1' - 0"
OVERALL LENGTH
4' - 1 1/8"
FRAME OPENING LENGTH
3' - 8"
NOTE:
PAINT ALL EXPOSED FERROUS METAL
LADDER AND ROOF HATCH SURFACES
AT END OF JOB
NOTE:
PROVIDE OSHA FALL PROTECTION
AROUND ROOF HATCH
NOTE:
BILCO ROOF HATCH IS BASIS OF
DESIGN.
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