S02 BD03252022 Drawings - 3_Structural.pdf
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- Attached to
- Y1NB--650-19-100 Replace Boilers in Bldg 10 Federal contract opportunity
- Solicitation number
- 36C24122R0084
About this file
This document contains details of a federal solicitation from the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 1 to replace boilers in Building 10. The solicitation number is 36C24122R0084 and seeks to replace boilers through the attached request for proposal. Interested parties should review the structural drawings in the accompanying PDF file and respond with pricing and qualifications to replace the boilers by the unspecified due date. The award date was not provided but will likely occur shortly after the response deadline.
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Text version
NO. DESCRIPTION DATE
B
A
C
D
E
F
1 2 3 4 5 6 87 9
97 8654321
MILLER-REMICK LLC
PROFESSIONAL ENGINEER
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering
A Service Disabled Veteran Owned Small Business
B
A
C
D
E
F
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Phase
ENGINEER OF RECORDCONSULTANT
Project Director
MR PROJECT NO: 0506-0011
REPLACE BOILERS IN BUILDING 10
830 CHALKSTONE AVENUE
PROVIDENCE, RI 02908
650-19-100
100% CORRECTED
CONSTRUCTION DOCUMENTS
01-07-2022
STRUCTURAL
ABBREVIATIONS & NOTES
S-001
DSSF
STRUCTURAL
FOUNDATION SCHEDULES
S-002
LPWC
NO. DESCRIPTION DATE
B
A
C
D
E
F
1 2 3 4 5 6 87 9
97 8654321
MILLER-REMICK LLC
PROFESSIONAL ENGINEER
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering
A Service Disabled Veteran Owned Small Business
B
A
C
D
E
F
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Phase
ENGINEER OF RECORDCONSULTANT
Project Director
MR PROJECT NO: 0506-0011
REPLACE BOILERS IN BUILDING 10
830 CHALKSTONE AVENUE
PROVIDENCE, RI 02908
650-19-100
100% CORRECTED
CONSTRUCTION DOCUMENTS
01-07-2022
UP
4321 5
A.2
B.2
A
D
8 9
BB
C
(V
IF
/2
R E
F
(V
IF
R E
F
(V
IF
/2
R E
F
(VIF)
18' - 0" REF
(VIF)
18' - 0" REF
(VIF)
18' - 0" REF
(VIF)
18' - 0" REF
B.3
CC
V
IF
R E
F
(VIF)
9' - 9" REF
(VIF)
10' - 11" REF
DD
V
IF
R
E F
V
IF
/4
R E
F
REMOVE EXISTING 6" CONCRETE SLAB AS
REQUIRED TO INSTALL NEW FOUNDATIONS (TYP)
AS SHOWN ON 1/SF101
EXISTING FOUNDATIONS &
COLUMNS TO REMAIN
(TYP)
EXISTING CONC PAD TO BE
REMOVED; REFER TO ARCH &
MEP DWGS (TYP)
EXISTING FLOOR DRAIN;
REFER TO MEP DWGS
(TYP)
CUT AND REMOVE PORTION
OF EXISTING STEEL COLUMN
AT BOILER LEVEL SLAB
EXISTING GRATING TO REMAIN;
REFER TO ARCH & MEP DWGS
(TYP)
REMOVE EXISTING CATWALKS,
COLUMNS, POSTS AND STEEL
SUPPORTS (TYP)
1.1 2.1
SELECTIVELY DEMOLISH EXISTING
STAIR, FRAMING, AND SLAB
ABOVE AT ELEV +/- 80'-6";
REFER TO ARCH DWGS
REMOVE EXISTING CONC PAD;
REFER TO ARCH & MEP DWGS
(TYP)
NOTE:
REMOVE BOILER
LEVEL EXISTING CONC
PAD; REFER TO
ED102
EXISTING STAIR TO BE
REPLACED; REFER TO
ARCH DWGS
EXIST PUMP SHALL REMAIN DURING EXIST
SLAB DEMOLITION. COORDINATE EXIST SLAB
DEMOLITION AT NEW FOUNDATION
INSTALLATION TO MAINTAIN EXIST PUMP.
PROVIDE TEMPORARY STRUCTURAL SHORING
AS REQUIRD
EXISTING TRENCH TO
BE REMOVED; REFER
TO ARCH & MEP DWGS
(TYP)
REMOVE EXIST DAYTANK
CONTAINMENT WALL
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
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t o n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t th re e in c h o n e fo o t
PLAN
NORTH ACTUAL
NORTH
KEYPLAN
HAZARDOUS MATERIALS
MABBETT & ASSOCIATES, INC.
105 CENTRAL STREET, STONEHAM, MA 02180
PHONE: (781)275-6050
CIVIL / STRUCTURAL
LABELLA
303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614
PHONE: (585)454-6110
ARCHITECTURAL
OCULUS INC.
1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102
PHONE: (314)367-6100
ELECTRONIC SECURITY
GRW
801 CORPORATE DRIVE, LEXINGTON, KY 40503
PHONE: (859)223-3999
FIRE SUPPRESSION
KOFFEL ASSOCIATES
8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045
PHONE: (410)750-2246
/1
/2
:2
:3
P
M
SD101
STRUCTURAL
DEMOLITION PLAN MAIN LEVEL
REPLACE BOILERS IN BUILDING 10
830 CHALKSTONE AVENUE
PROVIDENCE, RI 02908
650-19-100
01-07-2022 WC DS0506-0011
100% CORRECTED
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
SCALE: 1/4" = 1'-0"1
DEMOLITION PLAN MAIN LEVEL
GENERAL SHEET NOTES:
1. FOR GENERAL STRUCTURAL NOTES SEE DRAWING S-001.
2. MAIN LEVEL FLOOR ELEVATION [70'-6" REF] HAS BEEN SET TO
DATUM 0'-0". ALL ELEVATIONS ARE MEASURED FROM THIS
PROJECT DATUM.
3. REFER TO ARCHITECTURAL, MECHANICAL, AND PLUMBING
DRAWINGS FOR ADDITIONAL SCOPE.
4. SAW CUT TO DEMOLISH THE CONCRETE SLAB ON MAIN LEVEL AS
REQUIRED FOR NEW FOOTING CONSTRUCTION.
5. SEE STRUCTURAL FRAMING PLANS FOR ADDITIONAL WALL & ROOF
PENETRATIONS NOT SHOWN.
6. CONTRACTOR SHALL TEMPORARILY SUPPORT EXIST STEAM HEADER,
PIPES, AND CATWALKS AS REQUIRED FOR EXIST SLAB DEMOLITION
PLAN NOTE:
1. SEE SD211 FOR NEW WALL OPENINGS AT NEW 14' X
14' OVERHEAD DOORS (3 TYP) AND REFER TO ARCH
DWGS
2. DASHED LINES DENOTES TO BE REMOVED.
Revisions: Date:
MAIN LEVEL
0' - 0"
10' - 0"
ROOF
33' - 7 15/16"
4 3 2 15
BOILER LEVEL
MAIN LEVEL
0' - 0"
10' - 0"
NEW CATWALK
21' - 3"
ROOF
33' - 7 15/16"
AB
BOILER LEVEL
10' - 0"
NEW CATWALK
21' - 3"
ROOF
33' - 7 15/16"
NEW ROOF
31' - 3 3/8"
BOILER LEVEL
10' - 0"
B CA.1
MAIN LEVEL
0' - 0"
10' - 0"
BOILER LEVEL
NO. DESCRIPTION DATE
B
A
C
D
E
F
1 2 3 4 5 6 87 9
97 8654321
MILLER-REMICK LLC
PROFESSIONAL ENGINEER
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering
A Service Disabled Veteran Owned Small Business
B
A
C
D
E
F
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Phase
ENGINEER OF RECORDCONSULTANT
Project Director
MR PROJECT NO: 0506-0011
REPLACE BOILERS IN BUILDING 10
830 CHALKSTONE AVENUE
PROVIDENCE, RI 02908
650-19-100
100% CORRECTED
CONSTRUCTION DOCUMENTS
01-07-2022
STRUCTURAL
DEMOLITION
SECTIONS & DETAILS
SD211
DSWC
A
D
BB
C
E
/2
(V
IF
/2
D.1
A.1
B.1B.1
B.4B.4
C.7
4.9
1' - 7"
0' - 1"
E X
IS
T
IN
G
B
LD
G
B
LD
G
E X P A N S
IO
N
/4
/2
/2
18' - 0" 18' - 0" 18' - 0" 18' - 0"
EXISTING COLUMN &
FOUNDATION (TYP)
CO
LUM
N
(TY
P)
SEE
S-
RESTORE DEMOLISHED 6"
CONCRETE SLAB-ON-GRADE
TO MATCH EXIST; SEE SF102,
PLAN NOTES, AND 15/S-520
F1 F2 F2
P2
F4
P3
F6
P2
F7
P3
F6
P1
F5
F13
F13
P1
F8
P2 P2
F9
P2
P12 P12
F12
F11 F11
F10
P12
[68.42] [68.42] [68.42]
[66.0]
[67.5]
[68.42]
[68.42] [63.83]
[67.5] [63.10]
[60.42] [60.92]
[60.32]
[60.42] [60.92]
[60.32]
[60.47]
1.1 1.3
NEW STAIR; REFER
TO ARCH DWGS
NEW 8" CONCRETE
SLAB-ON-GRADE;
SEE S-520
MAT FOUNDATION;
SEE 4/S-002
1.2 2.1
NEW WALL & FOOTING
21' - 8"
6' - 0" 6' - 0" 7' - 11" 1' - 1"
10' - 0"
11' - 0" 11' - 0"
28' - 0"
P12 P12
P12 P12
P12 P12
P12
3' - 0"
0' - 6"0' - 6"
P4
P4
THICKENED
SLAB; SEE
13/S-520
CONT GRADE BEAM;
SEE 1,3/S-510
F3
F3
S-540
S-540
SIM
S-533
P.1P.2
P.A
P.B
P.3 P.4
P.C
P.D
P4
P4
F3A
F3A
P4
P4
1' - 5"
29' - 10" 12' - 3"
13' - 3" 12' - 3"
CONT 2"
GAP (TYP)
/3
/4
4.91
1' - 6"
2' - 10"
/2
4' - 0"
2' - 6"
S-002
NEW STAIR FRAMING;
REFER TO ARCH DWGS
NEW 8" CONCRETE
SLAB-ON-GRADE;
SEE S-520
S-511
0' - 6"
0' - 6"
S-533
6' - 0" 2' - 6"
6' - 0"
4' - 0"
6' - 0"
C OF PIER
(TYP)
L
S-510
S-510
S-510
S-510
S-510
S-510
0' - 6"
S-533
SIM
@ PIER
S-511
@ PIER
A.3
2' - 10 1/2" 5' - 1 1/2"
4' - 3"
8' - 3 1/2" 6' - 1 1/2" 6' - 0 1/2"
1' - 6"
P4
P4
7' - 11"
PLATFORM POST PIER &
FTG (TYP); SEE 2/S-540
PLATFORM POST
PIER & FTG (TYP)
SEE 2/S-540
/4
SHEETING AND SHORING SYSTEM,
BY CONTRACTOR,
NOTE 9
SHEET PILES,
BY CONTRACTOR
/2
1' - 6"
CONT FND WALL;
SEE 2,3/S-510;
3/S-511
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
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
NORTH
KEYPLAN
HAZARDOUS MATERIALS
MABBETT & ASSOCIATES, INC.
105 CENTRAL STREET, STONEHAM, MA 02180
PHONE: (781)275-6050
CIVIL / STRUCTURAL
LABELLA
303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614
PHONE: (585)454-6110
ARCHITECTURAL
OCULUS INC.
1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102
PHONE: (314)367-6100
ELECTRONIC SECURITY
GRW
801 CORPORATE DRIVE, LEXINGTON, KY 40503
PHONE: (859)223-3999
FIRE SUPPRESSION
KOFFEL ASSOCIATES
8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045
PHONE: (410)750-2246
/1
/2
:2
:0
P
M
SF101
STRUCTURAL
FOUNDATION PLAN
REPLACE BOILERS IN BUILDING 10
830 CHALKSTONE AVENUE
PROVIDENCE, RI 02908
650-19-100
01-07-2022 WC DS0506-0011
100% CORRECTED
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
SCALE: 1/4" = 1'-0"1
FOUNDATION PLAN
GENERAL SHEET NOTES:
1. FOR GENERAL STRUCTURAL NOTES SEE DRAWING S-001.
2. MAIN LEVEL FLOOR ELEVATION [70'-6" REF] HAS BEEN SET TO
DATUM 0'-0". ALL ELEVATIONS ARE MEASURED FROM THIS
PROJECT DATUM.
3. REFER TO ARCHITECTURAL, MECHANICAL, AND PLUMBING
DRAWINGS FOR ADDITIONAL SCOPE.
4. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR SCHEDULE.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FITTING THE NEW
CONSTRUCTION TO EXISTING.
6. USE A NON-DESTRUCTIVE DETECTION METHOD TO LOCATE
EXISTING REBAR LOCATION, FOOTING DEPTH, AND OTHER EXISTING
CONDITIONS.
7. CUTTING EXISTING REBAR IS NOT PERMITTED U.N.O.
8. DISTURBING SUBGRADE UNDER ANY EXISTING FOOTING IS NOT
ALLOWED.
9. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE CALCULATIONS,
DESIGN DRAWINGS AND SHOP DRAWINGS WHICH ARE SEALED AND
STAMPED BY A QUALIFIED P.E./S.E. FOR THE TEMPORARY
SHEETING AND SHORING SYSTEMS.
PLAN NOTES:
1. PLAN CUT AT ELEVATION 0'-0" [70'-6"].
2. F#'S INDICATES FOUNDATION FOOTINGS.
3. FOR FOOTING REINFORCING SEE FOUNDATION SCHEDULE SHEET
S-002.
4. [XX.XX] INDICATES BOTTOM OF FOOTING ELEVATION.
5. P#'S INDICATES PIER OR PILASTER TYPE. SEE S-002 FOR
DETAILS.
6. TOP OF PIER ELEVATION: P12 = -1'-0" [69'-6"]; P1, P2, AND
P3 = -0'-8" [69'-10"]; P4 = 0'-6" [71'-0"].
7. CONTRACTOR SHALL COORDINATE SIZE AND LOCATION OF NEW
UNDERGROUND BUILDING UTILITIES WITH MEP AND CIVIL
DRAWINGS.
AA
D
BB
C
S-301
E
S-202
S-201
S-301
D.1
A.1
B.1B.1
B.4B.4
C.7
4.9
1' - 8"
COLUMN; TYP
SEE COLUMN SCHEDULE
S-601 (EXIST BLDG)
BRACING; SEE BRACE
FRAMING ELEVATIONS
S-200 SERIES DWGS
(TYP)
EXISTING COLUMN (TYP)
EXISTING COLUMN (TYP)
CONCRETE EQUIPMENT
PAD; SEE DETAIL S-520
12' - 4 1/4" *
/4
E X
IS
T
G
B
LD
G
E X P A N S
IO
N
SURGE TANK; REFER
TO MECH DWGS
/4
/2
/2
S-301
18' - 0" 18' - 0" 18' - 0" 18' - 0"
S-202
6" EXISTING CONCRETE SLAB-ON-GRADE.
RESTORE DEMOLISHED 6" CONCRETE
SLAB-ON-GRADE TO MATCH EXIST; SEE
SF102, PLAN NOTES, AND 9/S-520
OVERHEAD DOOR;
REFER TO ARCH DWGS
ANGLE BRACE
PROVIDE 48"X48" LOUVER
OPENING; REFER TO MECH DWG
MH101
LINTELS; L5x3 1/2 W/PLATE;
SEE 3,4/S-532
1.1 1.3
NEW STAIR; REFER TO ARCH DWGS
8" CONCRETE
SLAB-ON-GRADE;
SEE 1/S-520
CJ
(TYP)
ANCHOR STAIRS TO SLAB-ON-GRADE
(TYP); SEE 7/S-540
1.2 2.1
BRACING; SEE BRACE
FRAMING ELEVATIONS
S-200 SERIES DWGS
(TYP)
S-201
W6X9 POST
(TYP)
S-201
S-201
S-201
S-201
CONC EQUIP PAD
W6X8.5
W X
.5
W6X8.5 W X
.5
W8X18 PLATFORM
POST (4 TYP);
SEE 2/S-540
CONC STAIR
LANDING;
SEE 3/S-540
1x3/16" STEEL
GRATING
S-202
REINFORCED EXIST MASONRY WALL; TYP;
SEE DRAWING SE201 & SE202
COLUMN; TYP
SEE COLUMN SCHEDULE
S-601 (NEW BLDG)
THICKENED SLAB;
SEE 13/S-520
6" CONCRETE SLAB IN-FILL; SEE
2/S-511 AND PLAN NOTE 5
AT EXIST WALL
OPENINGS
STAIR POST &
PLATFORM FRAMING;
SEE SF103
LINTEL
PROVIDE LINTELS FOR DOOR
OPENING; SEE 3,4/S-532 AND
REFER TO ARCH DWG AE202
P.1P.2
P.A
P.B
P.3 P.4
P.C
P.D
4.91
S-533
S-533
A.3
NEW 8" CONC
SLAB-ON-GRADE;
SEE S-520
DIAGONAL BRACING
(TYP)
/2
LINTEL
S-202
TRENCH; REFER TO MEP DWGS.
SEE DETAIL 9,10/S-540
DRAIN (TYP)
DRAIN
CONC PAD; FOR
SIZE & LOCATION
REFER TO ELEC DWG
EP101
S-511
S
LO
P E
1% SLOPE TO DRAIN (TYP)
NOTE 6
STEEL TRENCH EDGE,
CONT
S-511
CONC PAD AND
EQUIP SHED;
SEE DWG S-561
PIPE SUPPORT; SEE 11/S540
AND COORDINATE LOCATION
W/MEP DWGS
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
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
NORTH
KEYPLAN
HAZARDOUS MATERIALS
MABBETT & ASSOCIATES, INC.
105 CENTRAL STREET, STONEHAM, MA 02180
PHONE: (781)275-6050
CIVIL / STRUCTURAL
LABELLA
303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614
PHONE: (585)454-6110
ARCHITECTURAL
OCULUS INC.
1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102
PHONE: (314)367-6100
ELECTRONIC SECURITY
GRW
801 CORPORATE DRIVE, LEXINGTON, KY 40503
PHONE: (859)223-3999
FIRE SUPPRESSION
KOFFEL ASSOCIATES
8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045
PHONE: (410)750-2246
/1
/2
:2
:1
P
M
SF102
STRUCTURAL
FLOOR PLAN - MAIN LEVEL
REPLACE BOILERS IN BUILDING 10
830 CHALKSTONE AVENUE
PROVIDENCE, RI 02908
650-19-100
01-07-2022 WC DS0506-0011
100% CORRECTED
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
SCALE: 1/4" = 1'-0"
FLOOR PLAN - MAIN LEVEL
GENERAL SHEET NOTES:
1. FOR GENERAL STRUCTURAL NOTES SEE DRAWING S-001.
2. MAIN LEVEL FLOOR ELEVATION [70'-6" REF] HAS BEEN SET TO
DATUM 0'-0". ALL ELEVATIONS ARE MEASURED FROM THIS
PROJECT DATUM.
3. REFER TO ARCHITECTURAL, MECHANICAL, AND PLUMBING
DRAWINGS FOR ADDITIONAL SCOPE.
4. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR SCHEDULE.
5. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR TRENCH
LOCATIONS. SEE DETAIL 9,10/S-540.
6. CORE DRILL HOLES FOR PIPE PENETRATION. DO NOT CUT
REINFORCING. CONTRACTOR SHALL ADJUST THE PENETRATION
LOCATIONS TO ENSURE THE EXISTING REBAR IN THE WALL IS NOT
CUT. USE NON-DESTRUCTIVE REBAR DETECTION METHOD TO
LOCATE EXISTING REBAR PRIOR TO CORE DRILLING.
7. COORDINATE STRUCTURAL WITH MECHANICAL TO ALLOW FOR
INSTALLATION OF EQUIPMENT.
PLAN NOTES:
1. PLAN CUT AT ELEVATION 0'-0" [70'-6"].
2. * INDICATES COORDINATE FINAL DIMENSION AND LOCATION WITH
PURCHASED MECHANICAL EQUIPMENT.
3. COORDINATE CLEARANCES WITH PURCHASED MECHANICAL
EQUIPMENT.
4. REFER TO GENERAL NOTES FOR FINISH INFORMATION.
5. 6" MINIMUM NORMAL WEIGHT CONCRETE SLAB-ON-GRADE W/#4
@12" O.C. E.W. 15 MIL MINIMUM POLETHYLENE SHEET ON 6"
CRUSHED STONE SUBBASE ON COMPACTED SUBGRADE (95%).
DOWEL SLAB TO EXISTING SLAB WITH #4 @2'-0" OC. DRILL &
EPOXY WITH 6" EMBEDMENT INTO EXISTING SLAB. SEE 9/S-520.
AA
D
8 9
BB
C
DD
S-301
E
S-301
D.1
A.1
B.1B.1
B.4B.4
C.7
4.9
E X
IS
T
G
B
LD
G
E X P A N S
IO
N
S-301
1"x3/16 STEEL
GRATING
PLAN NOTE 9
S-202
S-202
COLUMN BELOW
(TYP.)
CATWALK POST UP
(TYP)
FD
(TYP)
*CONCRETE CURB; SEE 4/S-520 (TYP)
1' - 10"
* 5' - 5 3/8" * 5' - 5 3/8" * 5' - 1 1/2" * 5' - 5 3/8"
A.4
1.1 1.3
W X
W X
W10X33
W X
W X
[4
W X
[4
W X
[4
W X
[4
W X
[4
W X
[4
W X
[4
W X
[4
W X
[4
W X
[4
W X
[4
W X
[4
W12X40
W12X50 [20]
W12X50 [20]
S-520
TYP
S-531
/3
/4
(V
IF
/2
R E
F
(V
IF
R E
F
(V
IF
/2
R E
F
(VIF)
18' - 0" REF 3' - 6"
(VIF)
14' - 6" REF
(VIF)
18' - 0" REF
(VIF)
18' - 0" REF
PROVIDE WALL OPENING;
REMOVE PORTION OF EXIST
GIRT AS REQ'D (TYP)
/4
/2
0' - 7"
CANT
C A N T
1.2 2.1
W X
W6 DUNNAGE
POST (4 TYP)
SLAB EDGE
2" GAP
(TYP)
DN
W8X15 W12X26
W X
W10X22 [6]
W8X15
W6X9 POST; SEE
SIMILAR 3/S-540
WT5x15 DIAGONAL
BRACING (TYP)
W6X25 EXTEND FROM
EXIST COL BELOW;
SEE 9/S-530
S-520
SPLICE W12X26 TO EXIST
W12X27; SEE S-534
(E
W X
W X
W X
[1
W X
[1
W X
[1
W X
[1
W X
[1
W X
[1
W X
[1
W X
[1
W X
[1
W X
[1
W X
[1
W X
[1
W X
[1
W X
[1
W14X48 [20] W14X48 [20]W14X48 [20]
W6X25 EXTEND FROM
EXIST COL BELOW
W X
W X
W X
W14X48 [22] W14X48 [20] W14X48 [20]
W14X82 [22] W14X82 [20] W14X82 [20]
W X
[1
W X
[1
W12X50 [20] W12X50 [20]
WT5X15
W X
[1
W X
[1
W X
[1
W X
[1
W X
[1
W X
[1
W X
[1
W X
[1
W X
[1
W X
[1
W12X50 [20] W12X50 [20]
W8X18
W8X18 W8X18
W8X18 W8X18
W8X18
S-1
E O
S
EOS
0' - 2"
EXIST
CONC
SLAB
W X
[1
W X
[1
W10X33 [6]
W12X26 [8]
W10X33 [20] W10X33 [20] W10X33 [20]
W X
[7
W X
[8
W X
[3 ]W10X22
W X
[8
W X
.5
W6X8.5
W X
.5
W6X8.5
1 1/4"x3/16
STL SERRATED
BAR GRATING
W10X26 [20] W10X26 [20] W10X26 [20]
EXIST
W10 GIRT
1 1/4"x3/16 STL
SERRATED BAR
GRATING
S-202
S-202
EXIST STAIR
W10X33
W X
W8X18
W X
W8X18
W8X18 PLATFORM POST
(4 TYP); SEE 2/S-540
W X
W X
W10X33
W12X40
SIM
W X
W X
W X
E O
S
EOS
0' - 2"
EXIST COLUMN
BELOW (TYP.)
W10X17
S-531
S-531
S-1
PROVIDE DOOR
OPENING; SEE
3,4/S-532 AND REFER
TO ARCH DWGS
E Q
E Q
E Q
E Q
W14X48
W14X48
W14X48
W14X48
W14X48
9' - 9"13' - 5 1/32"
W6X15
W X
W X
(T/STL +4'-1 1/2" FROM [80'-6"]
(T/STL +4'-1 1/2" FROM [80'-6"]
(T/STL +4'-1 1/2" FROM [80'-6"]
(T/STL +4'-1 1/2" FROM [80'-6"]
(T/STL +4'-1 1/2" FROM [80'-6"]
S-202
P.1P.2
P.A
P.B
P.3 P.4
P.C
P.D
4.91
S-533
S-533
* 7' - 1 1/2" * 5' - 5 1/8" 6' - 1 1/4" 6' - 5 3/8" 5' - 9 1/8"
5' - 0"
0' - 10"
2' - 5"
TOS 9'-10 3/4"
[80'-4 3/4"]
/4
/4
/8
/8
/2
1' - 9 7/32"2' - 2 7/16" 5' - 1" 5' - 8" 6' - 0" 6' - 4" 6' - 6 5/8" 6' - 6 5/8" 4' - 10 3/4" 5' - 6" 6' - 5" 6' - 0"
2' - 6 1/2"
/3
5' - 3 15/32" 5' - 3 1/2"
M=+/-2510KIP-IN [LRFD]
M=+/-1765KIP-IN
M=+/-2670KIP-IN [LRFD]
M=+/-1883KIP-IN
M=+/-3066KIP-IN [LRFD]
M=+/-2140KIP-IN
4' - 0"
1' - 8"
TOS 9'-10 3/4"
[80'-4 3/4"]
/4
/2
3" 16 GA METAL
ROOF DECK
E
XIS
T
W
ALL
A.3
C10x15.3C10x15.3C10x15.3
TYP
/2
10' - 0"
10' - 0"
LINTEL AT
LOUVER OPENING;
REFER TO MECH
DWGS; SEE
SIMILAR
3,4/S-532
LINTEL AT DOOR OPENING;
SEE SIMILAR 4/S-533
S-202
WT5X15
/4
W X
/2
W X
W X
L3X3X3/8
BRACING (TYP)
W6X15 DUNNAGE POST UP
FOR DEAREATOR PLATFORM;
SEE 1/S-401 & 2/S-301
CONC PAD; FOR SIZE
& LOCATION REFER
TO ELEC DWG EP102
CONC PAD; FOR SIZE & LOCATION
REFER TO ELEC DWG EP102
SUPPORT FOR
EXHAUST STACK;
SEE 5/S-540
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
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
NORTH
KEYPLAN
HAZARDOUS MATERIALS
MABBETT & ASSOCIATES, INC.
105 CENTRAL STREET, STONEHAM, MA 02180
PHONE: (781)275-6050
CIVIL / STRUCTURAL
LABELLA
303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614
PHONE: (585)454-6110
ARCHITECTURAL
OCULUS INC.
1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102
PHONE: (314)367-6100
ELECTRONIC SECURITY
GRW
801 CORPORATE DRIVE, LEXINGTON, KY 40503
PHONE: (859)223-3999
FIRE SUPPRESSION
KOFFEL ASSOCIATES
8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045
PHONE: (410)750-2246
/1
/2
:2
:5
P
M
SF103
STRUCTURAL
FRAMING PLAN - BOILER LEVEL
REPLACE BOILERS IN BUILDING 10
830 CHALKSTONE AVENUE
PROVIDENCE, RI 02908
650-19-100
01-07-2022 WC DS0506-0011
100% CORRECTED
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
SCALE: 1/4" = 1'-0"
FRAMING PLAN BOILER LEVEL
GENERAL SHEET NOTES:
1. FOR GENERAL STRUCTURAL NOTES SEE DRAWING S-001.
2. MAIN LEVEL FLOOR ELEVATION [70'-6" REF] HAS BEEN SET TO
DATUM 0'-0". ALL ELEVATIONS ARE MEASURED FROM THIS
PROJECT DATUM.
3. REFER TO ARCHITECTURAL, MECHANICAL, AND PLUMBING
DRAWINGS FOR ADDITIONAL SCOPE.
4. COORDINATE STRUCTURAL WITH MECHANICAL TO ALLOW FOR
INSTALLATION OF EQUIPMENT.
PLAN NOTES:
1. PLAN CUT AT ELEVATION = 10'-0" [80'-6"].
2. * INDICATES COORDINATE FINAL DIMENSION AND LOCATION WITH PURCHASED
MECHANICAL EQUIPMENT.
3. COORDINATE CLEARANCES WITH PURCHASED MECHANICAL EQUIPMENT.
4. REFER TO GENERAL NOTES FOR FINISH INFORMATION.
5. INDICATES MOMENT CONNECTION, FULL CAPACITY OF BEAM U.N.O.
SEE 7/S-530.
6. TOP OF SLAB ELEVATION = (10'-0")[80'-6"].
7. "S-1" DENOTES 5" CONCRETE SLAB ON 3" 20 GA COMPOSITE METAL DECK
(8" TOTAL THICKNESS). REINFORCE W/6x6xW2.9xW2.9 WWR. SEE 7,8/S-520
FOR DETAIL.
8. TOP OF STEEL ELEVATION = (9'-4")[79'-10"] -0'-8" BELOW TOP OF SLAB
ELEVATION U.N.O. (+/-X'-XX").
9. TOP OF STEEL GRATING PLATFORM ELEVATION = (10'-0")[80'-6"].
10. [XX] DENOTES QUANTITY OF 3/4" x6" SHEAR STUDS ON WF BEAMS.
C
C
C C C
UP
4321 5
A
D
8 9
B
C
S-301
E
D.1
A.1
B.4
4.9
SPAN DIRECTION
OF GRATING (TYP)
CONTROL ROOM ROOF
FRAMING (TYP)
E X
IS
T
G
B
LD
G
E X P A N S
IO
N
WT5X15 DIAG
BRACING (TYP)
1"x3/16 STEEL
GRATING CATWALK (TYP)
L2-1/2 X2-1/2
X1/4 (TYP)
A.4
1.1 1.3
W10X26
W10X39
W10X26
W10X39
W8X15
W10X17
W10X17
W10X17
W10X17
W10X17 W10X17
W10X17
W10X17
W10X17
W10X17
W X
W X
W X
W X
W X
W10X17
W10X17
W10X17
W X
W X
W X
W10X17 W10X17
W X
W10X17
W X
W6X8.5
W X
W6X8.5
W X
W10X17
W X
W X
W X
W10X26
W10X26
W X
W X
W X
W X
W6X8.5
W6X8.5
W10X17
W X
.5
W X
.5
W X
W X
W X
.5
W X
.5
W X
.5
W X
.5
W X
.5
W X
.5
W6X8.5W6X8.5
W X
W X
W6X8.5
W X
.5
W X
.5
W X
.5
W X
.5
W X
W6X8.5
W6X8.5
W6X8.5
KNEE BRACE L2-1/2
X2-1/2 X1/4 (TYP)
S-530
W X
W X
W X
W X
W X
W12X40 W12X40 W12X40
W12X40
W X
W X
W12X40
W12X40 W12X40
/4
/2
(V
IF
/2
R E
F
(V
IF
R E
F
(V
IF
/2
R E
F
(VIF)
18' - 0" REF
(VIF)
18' - 0" REF
(VIF)
18' - 0" REF
(VIF)
18' - 0" REF
W X
21' - 3"
W X
W X
W X
1.2 2.1
W X
W10X17
W X
W X
W X
-5
GUARD RAIL AROUND
CATWALK/PLATFORM
PERIMETERS (TYP)
2" GAP AT
EOS (TYP)
E O
S
PROVIDE WALL OPENING IN EXIST
WALL; SEE S-301, 3/SD211,
AND REFER TO ARCH DWGS
21' - 3"
W X
W X
W X
W X
W X
W X
W X
W X
W X
W12X40
W12X40
W12X40
L3X3X3/8 BRACING
(TYP BUILDING EXPANSION)
W8X15 W8X15 W8X15
W8X15W8X15W8X15W8X15 W8X15
W8X15
W6X8.5W6X8.5
(2)CATWALK FRAMING
SUPPORTED ON BOILER;
CONN PROVIDED BY MFR
S-2
EOS
0' - 4"
21' - 3"
21' - 3"21' - 3"
21' - 3"
21' - 8"
21' - 8"
21' - 3"
3' - 3"*1' - 8" 3' - 6 7/32"
W X
W8X10
W8X10
S-202
PROVIDE WALL OPENING IN EXIST
WALL; SEE 3/SD211 AND REFER
TO ARCH DWGS
4.91
W10X33
(TYP)
4' - 10" 4' - 10" 4' - 10" 6' - 1" 5' - 10" 6' - 1" 5' - 5 1/2" 5' - 5" 5' - 5 1/2"
/3
/3
/3
18'-0" REF 5' - 0" 6' - 6". 6' - 6" * 6' - 0" * 6' - 0" * 5' - 11"4' - 6" 3' - 7 3/4"
2' - 6" 2' - 10 3/16" 2' - 6" 9' - 1 13/16" 2' - 6" 5' - 8"
/2
/2
M=+/-472KIP-IN
M=+/-2511KIP-IN [LRFD]
M=+/-615KIP-IN
M=+/-2688KIP-IN [LRFD]
M=+/-717KIP-IN
M=+/-3066KIP-IN [LRFD]
GENERATOR ROOM
ROOF FRAMING
TYP
S-530
TYP
A.3
/3
/4
S-202
S-202
S-2
/2
LADDER GUARD
RAIL (TYP)
W6X15 DUNNAGE POST UP
(7 TYP) FOR UPPER
DEAREATOR PLATFORM; SEE
2/S-401 & 2/S-301
WT5X15 DIAG
BRACE (TYP)
GUARD
RAIL (TYP)
/4
LINTEL FOR LOUVER;
SEE 3,4/S-533
S-531
1' - 0"
L4X4 W/(2)WT4X10.5
4' - 4" 2' - 6" 1'-0". 8' - 6 1/16"
S-534
S-531
SIM
S-531
SUPPORT FOR
EXHAUST STACK;
SEE 5/S-540
CHAIN LINK W/HOOK;
REFER TO MEP DWGS FOR
SIZE & LOCATIONS (TYP)
W6x15 W6x15
L3X3X3/8
SILENCER;
SEE MEP DWGS
COORDINATE SILENCER SUPPORT BEAM LOCATION
WITH MANUFACURER'S REQUIREMENTS
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
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
NORTH
KEYPLAN
HAZARDOUS MATERIALS
MABBETT & ASSOCIATES, INC.
105 CENTRAL STREET, STONEHAM, MA 02180
PHONE: (781)275-6050
CIVIL / STRUCTURAL
LABELLA
303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614
PHONE: (585)454-6110
ARCHITECTURAL
OCULUS INC.
1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102
PHONE: (314)367-6100
ELECTRONIC SECURITY
GRW
801 CORPORATE DRIVE, LEXINGTON, KY 40503
PHONE: (859)223-3999
FIRE SUPPRESSION
KOFFEL ASSOCIATES
8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045
PHONE: (410)750-2246
/1
/2
:2
:4
P
M
SF104
STRUCTURAL
FRAMING PLAN - CATWALK LEVEL
REPLACE BOILERS IN BUILDING 10
830 CHALKSTONE AVENUE
PROVIDENCE, RI 02908
650-19-100
01-07-2022 Checker DS0506-0011
100% CORRECTED
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
SCALE: 1/4" = 1'-0"
FRAMING PLAN CATWALK LEVEL
GENERAL SHEET NOTES:
1. FOR GENERAL STRUCTURAL NOTES SEE DRAWING S-001.
2. MAIN LEVEL FLOOR ELEVATION [70'-6" REF] HAS BEEN SET TO
DATUM 0'-0". ALL ELEVATIONS ARE MEASURED FROM THIS
PROJECT DATUM.
3. REFER TO ARCHITECTURAL, MECHANICAL, AND PLUMBING
DRAWINGS FOR ADDITIONAL SCOPE.
4. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR SCHEDULE.
5. COORDINATE STRUCTURAL WITH MECHANICAL TO ALLOW FOR
INSTALLATION OF EQUIPMENT.
PLAN NOTES:
1. PLAN CUT AT ELEVATION 21'-3" [91'-9"].
2. * INDICATES COORDINATE FINAL DIMENSION AND LOCATION WITH
PURCHASED MECHANICAL EQUIPMENT.
3. COORDINATE CLEARANCES WITH PURCHASED MECHANICAL
EQUIPMENT.
4. REFER TO GENERAL NOTES FOR FINISH INFORMATION.
5. INDICATES MOMENT CONNECTION, FULL CAPACITY OF
BEAM U.N.O. SEE 7/S-530.
6. INDICATES SPAN DIRECTION.
7. ALL CATWALKS AND PLATFORMS TO HAVE RAILING EACH SIDE.
SEE TYPICAL PLATFORM SECTION ON 2/S-530.
8. TOP OF STEEL ELEVATION = 21'-2" [91'-8"] U.N.O.
9. "S-2" DENOTES 4" CONCRETE SLAB ON 2" 20 GA COMPOSITE
METAL DECK (6" TOTAL THICKNESS). REINFORCE
W/6x6xW2.9xW2.9 WWR.
A
D
8 9
B
C
DD
E
D.1
A.1
B.1
B.4
C.7
EXISTING BOTTOM CORD ROOF
FRAMING (TYP) V.I.F.
EXISTING TOP CORD ROOF TRUSS
AND FRAMING (TYP) V.I.F.
ROOF STACK
PENETRATION; REFER TO
MECH DWGS FOR SIZE
AND LOCATION (TYP)
BRACING (TYP)
/4
/2
/2
E X
IS
T
G
B
LD
G
E X P A N S
IO
N
18' - 0" 18' - 0" 18' - 0" 18' - 0"
S
LO
P E
EXHAUST
PENETRATION; REFER
TO MECH DWGS FOR
SIZE AND LOCATION
(TYP)
(E)W12
A.4
W X
W X
W X
W X
W12X40 W12X40 W12X40W12X40
W12X40
W12X40
W12X40
W12X40
W X
W10X33
W10X33
W X
W X
W10X12
W X
W X
W10X12
W X
W X
W10X12
S
LO
P E
W X
W X
W X
W X
W X
W X
W X
W X
W10X33
W10X33
D-1 METAL ROOF
DECK; TYP
1.2
E Q
E Q
E Q
E O
S
" 2" GAP AT EXIST
WALL (TYP)
IN-FILL/PATCH EXIST ROOF
STACK PENETRATION (TYP);
SEE DETAIL ON 11/S-530
W X
W X
W6X15
W6X15
W X
W X
W6X15
W6X15
W X
W X
W6X15
W6X15
W X
W X
W6X15
W6X15
W X
W X
W6X15
W6X15
W X
W X
W6X15
W6X15
W10X33
W10X33
W10X33
W10X33
W10X33
W10X33
W10X33
W10X33
W10X33
W10X33
W10X33
W10X33
W10X33 W10X33
W10X33 W10X33
C10x15.3 C10x15.3 C10x15.3 C10x15.3
W X
W X
W6X15
W X
W X
W6X15
W10X33
EXIST CONC
ROOF DECK
W10X33 (TYP)
BRACE FRAME;
SEE S-200 SERIES
DWGS; TYP
ROOF PENETRATION;
REFER TO MECH DWGS
FOR SIZE AND LOCATION
(TYP)
ROOF PENETRATION;
REFER TO MECH DWGS
FOR SIZE AND LOCATION
(TYP)
4.91
33' - 2" HP
D-1D-1 D-1
D-1
0' - 1"
M=+/-99KIP-IN
M=+/-168KIP-IN [LRFD]
M=+/-150KIP-IN
M=+/-229KIP-IN [LRFD]
M=+/-65KIP-IN
M=+/-118KIP-IN [LRFD]
32' - 10 1/2" LP
A.3
LINTEL FOR LOUVER;
SEE 3,4/S-533
W6X15 W6X15
S-531
S-531
S-531
SIM
SIM
SIM
S-520
W X
W X
W6X15
W6X15
W6X15
EXHAUST PENETRATION;
REFER TO MECH DWGS
FOR SIZE AND LOCATION
(TYP)
EXISTING ROOF FRAMING
(TYP) V.I.F.
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
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
NORTH
KEYPLAN
HAZARDOUS MATERIALS
MABBETT & ASSOCIATES, INC.
105 CENTRAL STREET, STONEHAM, MA 02180
PHONE: (781)275-6050
CIVIL / STRUCTURAL
LABELLA
303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614
PHONE: (585)454-6110
ARCHITECTURAL
OCULUS INC.
1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102
PHONE: (314)367-6100
ELECTRONIC SECURITY
GRW
801 CORPORATE DRIVE, LEXINGTON, KY 40503
PHONE: (859)223-3999
FIRE SUPPRESSION
KOFFEL ASSOCIATES
8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045
PHONE: (410)750-2246
/1
/2
:2
:4
P
M
SF105
STRUCTURAL
FRAMING PLAN - ROOF
REPLACE BOILERS IN BUILDING 10
830 CHALKSTONE AVENUE
PROVIDENCE, RI 02908
650-19-100
01-07-2022 WC DS0506-0011
100% CORRECTED
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
SCALE: 1/4" = 1'-0"
FRAMING PLAN ROOF
GENERAL SHEET NOTES:
1. FOR GENERAL STRUCTURAL NOTES SEE DRAWING S-001.
2. MAIN LEVEL FLOOR ELEVATION [70'-6" REF] HAS BEEN SET TO
DATUM 0'-0". ALL ELEVATIONS ARE MEASURED FROM THIS
PROJECT DATUM.
3. REFER TO ARCHITECTURAL, MECHANICAL, AND PLUMBING
DRAWINGS FOR ADDITIONAL SCOPE.
4. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR SCHEDULE.
5. COORDINATE STRUCTURAL WITH MECHANICAL TO ALLOW FOR
INSTALLATION OF EQUIPMENT.
PLAN NOTES:
1. PLAN CUT AT ELEVATION 33'-8" [104'-2"].
2. * INDICATES COORDINATE FINAL DIMENSION AND LOCATION WITH
PURCHASED MECHANICAL EQUIPMENT.
3. COORDINATES CLEARANCES WITH PURCHASED MECHANICAL EQUIPMENT.
4. REFER TO GENERAL NOTES FOR FINISH INFORMATION.
5. INDICATES MOMENT CONNECTION, FULL CAPACITY OF BEAM
U.N.O. SEE 7/S-530.
6. D-1 DENOTES ROOF DECK 3" 16 GAGE METAL ROOF DECK.
7. NEW BLDG ADDITION T/STL ELEVATION = HP 33'-2", LP 32'-10 1/2".
ANNEX LEVEL 1
-4' - 0"
ANNEX LEVEL 2
5' - 5 9/16"
MAIN LEVEL
0' - 0"
BOILER LEVEL
10' - 0"
NEW CATWALK
21' - 3"
MAIN ROOF
33' - 8"
ANNEX ROOF
14' - 4 9/16"
4321 5 6.7
9 10
T.O. PARAPET
36' - 5"
4.9
EXISTINGNEW
ANNEX PARAPET
17' - 10 1/2"
1.2
CATWALK
CLEARANCE
27' - 11"
ANNEX LEVEL 1
-4' - 0"
ANNEX LEVEL 2
5' - 5 9/16"
BOILER LEVEL
10' - 0"
NEW CATWALK
21' - 3"
MAIN ROOF
33' - 8"
ANNEX ROOF
14' - 4 9/16"
4 3 2 156.7
7 6
T.O. PARAPET
36' - 5"
4.9
ANNEX PARAPET
17' - 10 1/2"
1.2
CATWALK
CLEARANCE
27' - 11"
MAIN LEVEL
0' - 0"
NO. DESCRIPTION DATE
B
A
C
D
E
F
1 2 3 4 5 6 87 9
97 8654321
MILLER-REMICK LLC
PROFESSIONAL ENGINEER
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering
A Service Disabled Veteran Owned Small Business
B
A
C
D
E
F
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Phase
ENGINEER OF RECORDCONSULTANT
Project Director
MR PROJECT NO: 0506-0011
REPLACE BOILERS IN BUILDING 10
830 CHALKSTONE AVENUE
PROVIDENCE, RI 02908
650-19-100
100% CORRECTED
CONSTRUCTION DOCUMENTS
01-07-2022
STRUCTURAL
ELEVATIONS
SE201
ANNEX LEVEL 1
-4' - 0"
ANNEX LEVEL 2
5' - 5 9/16"
MAIN LEVEL
0' - 0"
BOILER LEVEL
10' - 0"
NEW CATWALK
21' - 3"
MAIN ROOF
33' - 8"
ANNEX ROOF
14' - 4 9/16"
AD BC
B.3CC BBDD
E
T.O. PARAPET
36' - 5"
D.1 C.7 B.4 B.1 A.1
EXISTINGNEW
ANNEX PARAPET
17' - 10 1/2"
CATWALK
CLEARANCE
27' - 11"
MAIN LEVEL
0' - 0"
BOILER LEVEL
10' - 0"
NEW CATWALK
21' - 3"
MAIN ROOF
33' - 8"
A DB C E
T.O. PARAPET
36' - 5"
D.1C.7B.4B.1A.1
NEWEXISTING
CATWALK
CLEARANCE
27' - 11"
MAIN LEVEL
0' - 0"
BOILER LEVEL
10' - 0"
MAIN ROOF
33' - 8"
A
T.O. PARAPET
36' - 5"
A.1
2' -0
"A F
F
NO. DESCRIPTION DATE
B
A
C
D
E
F
1 2 3 4 5 6 87 9
97 8654321
MILLER-REMICK LLC
PROFESSIONAL ENGINEER
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering
A Service Disabled Veteran Owned Small Business
B
A
C
D
E
F
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Phase
ENGINEER OF RECORDCONSULTANT
Project Director
MR PROJECT NO: 0506-0011
REPLACE BOILERS IN BUILDING 10
830 CHALKSTONE AVENUE
PROVIDENCE, RI 02908
650-19-100
100% CORRECTED
CONSTRUCTION DOCUMENTS
01-07-2022
STRUCTURAL
ELEVATIONS
SE202
MAIN LEVEL 2
10' - 0"
NEW CATWALK
21' - 3"
ROOF
33' - 7 15/16"
432 5
BOILER LEVEL
10' - 0"
W T6X25W
T6X25
W T5X15
W T5X15
W T6X25W
T6X25
W T5X15W
T5X15
1.2
W T5X15W
T5X15
W T5X15 W
T5X15
KIP
8.5
[LR
FD
.8
KIP
.7[
LR
FD
6 KIP
8.5[LRFD]
11.5 KIP
16.5[LRFD]
31.5 KIP
35[LRFD]
K
IP
[LR
FD
KIP
8[
LR
FD
.5
KIP
.5[
LR
FD
5 KIP
8[LRFD]
12.5 KIP
18.3[LRFD]
.5
KIP
[LR
FD]
34.5 KIP[LRFD]
VARIES SEE
SF105 & 2/S-202
P.1 4.91
NOTE 5, TYP
MAIN LEVEL
0' - 0"
MAIN LEVEL 2
10' - 0"
NEW CATWALK
21' - 3"
ROOF
33' - 7 15/16"
432 5
BOILER LEVEL
10' - 0"
1.2
W T5X15W
T5X15
W T5X15W
T5X15
W T6X25W
T6X25
W T5X15W
T5X15
W T5X15 W
T5X15
W T6X25W
T6X25
KIP
.6
KIP
[L
RF
D]
5 KIP
11KIP
18[LRFD]
32.8 KIP
72[LRFD]
.8
KIP
[LR
FD
.1
KIP
[LR
FD
.9
KIP
.6[
LR
FD
11.1
KIP +/-
20[LRFD]
12 KIP+/-
20.6[LRFD]
KIP
68.
5[L
RFD
35 KIP
68.5[LRFD]
VARIES SEE
SF105 & 2/S-202
P.1 4.91
NOTE 5, TYP
MAIN LEVEL
0' - 0"
MAIN LEVEL 2
10' - 0"
BOILER LEVEL
10' - 0"
4.9
W T 5X
W
T 5X
15 W T 5X
15 W T 5X
15 W T 5X
5 W
T X
.6 K
IP
30.6 KIP +/
.6 K
IP
30.6 KIP
.6 K
IP
30.6 KIP
NOTE 5, TYP
MAIN LEVEL
0' - 0"
MAIN LEVEL 2
10' - 0"
BOILER LEVEL
10' - 0"
4.9
W T X
W T X
W T X
W T X
W T X
W T X
.6 K
IP
30.6 KIP +/
.6 K
IP
30.6 KIP
.6 K
IP
30.6 KIP
NOTE 5, TYP
MAIN LEVEL
0' - 0"
MAIN LEVEL 2
10' - 0"
BOILER LEVEL
10' - 0"
A.1 B.4 C.7
W T X
W T X
W T X
W T X
.6 K
IP
30.6 KIP +
.6 K
IP
30.6 KIP
A.3
NOTE 5, TYP
MAIN LEVEL
0' - 0"
MAIN LEVEL 2
10' - 0"
BB
BOILER LEVEL
10' - 0"
A.1 B.4 C.7
W T X
W T X
W T X
.6 K
IP
30.6 KIP
.6 K
IP
NOTE 5, TYP
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
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
HAZARDOUS MATERIALS
MABBETT & ASSOCIATES, INC.
105 CENTRAL STREET, STONEHAM, MA 02180
PHONE: (781)275-6050
CIVIL / STRUCTURAL
LABELLA
303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614
PHONE: (585)454-6110
ARCHITECTURAL
OCULUS INC.
1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102
PHONE: (314)367-6100
ELECTRONIC SECURITY
GRW
801 CORPORATE DRIVE, LEXINGTON, KY 40503
PHONE: (859)223-3999
FIRE SUPPRESSION
KOFFEL ASSOCIATES
8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045
PHONE: (410)750-2246
/1
/2
:0
:5
P
M
S-201
STRUCTURAL
BRACE FRAME ELEVATIONS
REPLACE BOILERS IN BUILDING 10
830 CHALKSTONE AVENUE
PROVIDENCE, RI 02908
650-19-100
01-07-2022 WC DS0506-0011
100% CORRECTED
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
SCALE: 3/16" = 1'-0"
SOUTH ELEVATION BLDG ADDITION - ALONG COLUMN LINE E
SCALE: 3/16" = 1'-0"
SOUTH ELEVATION BLDG ADDITION - ALONG COLUMN LINE D.1
SCALE: 3/16" = 1'-0"
SOUTH ELEVATION EXIST BLDG - ALONG COLUMN LINE C.7
SCALE: 3/16" = 1'-0"4
SOUTH ELEVATION EXIST BLDG - ALONG COLUMN LINE A.1
SCALE: 3/16" = 1'-0"5
WEST ELEVATION EXIST BLDG - ALONG COLUMN LINE 2
SCALE: 3/16" = 1'-0"6
WEST ELEVATION EXIST BLDG - ALONG COLUMN LINE 4.9
GENERAL SHEET NOTES:
1. FOR GENERAL STRUCTURAL NOTES SEE DRAWING S-001.
2. +/- XX.XX KIP DENOTE ASD BRACING AXIAL LOAD.
3. +/- XX.XX [LRFD] DENOTE LRFD BRACING AXIAL LOAD.
4. CONNECTION SHALL BE DESIGNED BASED ON BOTH ASD AND
LRFD LOADS.
5. FOR DIAGONAL BRACING CONNECTION DETAILS, SEE TYPICAL
BRACE DETAILS SHEET S-530.
MAIN LEVEL 2
10' - 0"
NEW CATWALK
21' - 3"
ROOF
33' - 7 15/16"
D
BOILER LEVEL
10' - 0"
ED.1
W T X 5 W
T X
W T 5X
W T 5X
9.
KI
P
.5 [L
RF
D]
9.5 KIP
11.5[LRFD]
K
IP
.3 [L
RF
D]
M=+/-1346 KIP-IN
M=1425 KIP-IN [LRFD]
20 KIP
32.3[LRFD]
M=+/-1350 KIP-IN
M=1425 KIP-IN [LRFD]
33'-2" HP
32'-10 1/2" LP
MAIN LEVEL
0' - 0"
NEW CATWALK
21' - 3"
ROOF
33' - 7 15/16"
D
BOILER LEVEL
10' - 0"
E D.1
W T X 5W
T 5X
.2 K
IP
.1 [L
RF
D]
10.2 KIP
15.1[LRFD]
M=+/- 725 KIP-IN
+/-1035 KIP-IN [LRFD]
M=+/- 725 KIP-IN
+/-1035 KIP-IN [LRFD]
M=+/- 2305 KIP-IN
+/- 3288 KIP-IN [LRFD]
M=+/- 2305 KIP-IN
+/- 3288 KIP-IN [LRFD]
33'-2" HP
32'-10 1/2" LP
NEW CATWALK
21' - 3"
BOILER LEVEL
10' - 0"
W T X
.5 K
IP
MAIN LEVEL 2
10' - 0"
NEW CATWALK
21' - 3"
A
BOILER LEVEL
10' - 0"
A.1
W T
X
OFFICESTAIR
K
IP
A.3
MAIN LEVEL
0' - 0"
MAIN LEVEL 2
10' - 0"
B C
BOILER LEVEL
10' - 0"
C.7
W T X
W T X
P.A P.B
KI
P
5 KIP
8' - 3 5/32"
/1
7' - 10 7/16"
NEW LOUVER
NEW LOUVER
MAIN LEVEL 2
10' - 0"
NEW CATWALK
21' - 3"
BOILER LEVEL
10' - 0"
8.
K
IP
W T X
MAIN LEVEL
0' - 0"
MAIN LEVEL 2
10' - 0"
NEW CATWALK
21' - 3"
BOILER LEVEL
10' - 0"
W T5X15+/-
5 KIP
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
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
105 CENTRAL STREET, STONEHAM, MA 02180
PHONE: (781)275-6050
CIVIL / STRUCTURAL
LABELLA
303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614
PHONE: (585)454-6110
ARCHITECTURAL
OCULUS INC.
1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102
PHONE: (314)367-6100
ELECTRONIC SECURITY
GRW
801 CORPORATE DRIVE, LEXINGTON, KY 40503
PHONE: (859)223-3999
FIRE SUPPRESSION
KOFFEL ASSOCIATES
8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045
PHONE: (410)750-2246
/1
/2
:0
:0
P
M
S-202
STRUCTURAL
BRACE FRAME ELEVATIONS
REPLACE BOILERS IN BUILDING 10
830 CHALKSTONE AVENUE
PROVIDENCE, RI 02908
650-19-100
01-07-2022 WC DS0506-0011
100% CORRECTED
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
SCALE: 1/4" = 1'-0"
WEST ELEV BLDG ADDITION - ALONG COLUMN LINE 1.2
SCALE: 1/4" = 1'-0"
EAST ELEV BLDG ADDITION - ALONG COLUMN LINE 5
SCALE: 1/2" = 1'-0"
SOUTH ELEV - AT OFFICE - ALONG COLUMN LINE A.4
SCALE: 1/2" = 1'-0"
WEST ELEV EXIST BLDG - AT OFFICE - BETWEEN COLUMN LINE A.1 & A.4
SCALE: 3/8" = 1'-0"
SECTION
SCALE: 1/2" = 1'-0"
SOUTH ELEV - AT STAIR - ALONG COLUMN LINE A.1
GENERAL SHEET NOTES:
1. FOR GENERAL STRUCTURAL NOTES SEE DRAWING S-001.
2. +/- XX.XX KIP DENOTES ASD BRACING AXIAL LOAD.
3. +/- XX.XX [LRFD] DENOTES LRFD BRACING AXIAL LOAD.
4. +/- XX.XX KIP IN DENOTES ASD MEMBER END MOMENT.
5. +/- XX.XX KIP IN [LRFD] DENOTES LRFD MEMBER END MOMENT.
6. CONNECTION SHALL BE DESIGNED BASED ON BOTH ASD AND LRF LOADS.
7. COORDINATE STRUCTURAL WITH MECHANICAL TO ALLOW FOR INSTALLATION
OF EQUIPMENT.
Revisions: Date:
SCALE: 1/4" = 1'-0"
OFFICE WALL ALONG COLUMN LINE C
MAIN LEVEL 2
10' - 0"
NEW CATWALK
21' - 3"
ROOF
33' - 7 15/16"
BOILER LEVEL
10' - 0"
L3X3X3/8 L3X3X3/8
WT5X15 WT5X15
24' - 8"
14' - 2 3/4"
DEAREATOR FRAME
SUPPORT
UPPER DEAREATOR PLATFORM
+/- 5 KIP+/-
5 KI
P
2 K
IP +/-
2 KIP
MAIN LEVEL
0' - 0"
MAIN LEVEL 2
10' - 0"
NEW CATWALK
21' - 3"
ROOF
33' - 7 15/16"
4321 5
BOILER LEVEL
10' - 0"
2' - 8"
2' - 8"
W12X40 CUT FRAMED
OPENING; SEE 1/S-531
NOTE: W8X15 CUT
FRAMED OPENING; SEE
1/S-531
8' - 0"
OPENING (TYP);
SEE 3/SD211
BRICK INFILL;
SEE 3/SD211
BRICK INFILL;
SEE 3/SD211
NOTE: W8X15 CUT FRAMED
OPENING; SEE 1/S-531
MAIN LEVEL
0' - 0"
MAIN LEVEL 2
10' - 0"
NEW CATWALK
21' - 3"
ROOF
33' - 7 15/16"
AB
BOILER LEVEL
10' - 0"
A.4
3' - 10"
LINTEL; SEE SD211 (TYP)
REFER TO ARCH DWG AE202
& MEP DWGS FOR LOCATIONS
4' - 0"
3' - 4"
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
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
105 CENTRAL STREET, STONEHAM, MA 02180
PHONE: (781)275-6050
CIVIL / STRUCTURAL
LABELLA
303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614
PHONE: (585)454-6110
ARCHITECTURAL
OCULUS INC.
1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102
PHONE: (314)367-6100
ELECTRONIC SECURITY
GRW
801 CORPORATE DRIVE, LEXINGTON, KY 40503
PHONE: (859)223-3999
FIRE SUPPRESSION
KOFFEL ASSOCIATES
8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045
PHONE: (410)750-2246
/1
/2
:0
:5
P
M
S-301
STRUCTURAL
BUILDING SECTIONS
REPLACE BOILERS IN BUILDING 10
830 CHALKSTONE AVENUE
PROVIDENCE, RI 02908
650-19-100
01-07-2022 WC DS0506-0011
100% CORRECTED
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
SCALE: 1/4" = 1'-0"2
SECTION - DA PLATFORM
SCALE: 1/4" = 1'-0"1
SECTION - EXISTING WALL OPENINGS ALONG COLUMN LINE D
SCALE: 1/4" = 1'-0"3
SECTION - WALL OPENINGS ON EXISTING EAST WALL
GENERAL SHEET NOTES:
1. FOR GENERAL STRUCTURAL NOTES SEE DRAWING S-001.
S-301
E
D.1
1.2
W X
W12X40
W X
/4
24' - 8"
21' - 3"
W X
W X
W X
W X
W X
W X
W X
W X
W X
W12X40
W12X40
W12X40
W X
W X
W X
W X
W X
W8X18
W8X18
W8X18
WT5X15 DIAG
BRACING (TYP)
L3X3X3/8
BRACING (TYP)
1' - 5" 1' - 8" 4' - 3" 2' - 0 1/2" 1' - 10" 3' - 6 15/32" 3' - 3 1/32"
" DN
L4X4X3/8
L4X4X3/8
LADDER
CHAIN LINK W/HOOK;
REFER TO MEP DWGS FOR
SIZE & LOCATIONS (TYP)
D
S-301
E
D.1
1.2
E X
IS
T
G
B
LD
G
E X P A N S
IO
N
1" STEEL GRATING;
PLAN NOTE 9
C7X9.8
C7X9.8
(VIF)
18' - 0" REF
/4
/2
C X
.8
C X
.8
W6X15 DUNNAGE POST
FROM FRAMING
BELOW; SEE SF103
C X
.8
C X
.8
C X
.8
C X
.8
C7X9.8
10' - 0"
C X
.8
C7X9.8
S-531
C X
.8
C
X
.8
C
X
.8
/8
/4
/3
1' - 9 7/32" 2' - 0 7/16" 5' - 5" 4' - 10 13/16"
/2
9' - 11"
W X
W8X15
W8X15
W X
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
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
NORTH
KEYPLAN
HAZARDOUS MATERIALS
MABBETT & ASSOCIATES, INC.
105 CENTRAL STREET, STONEHAM, MA 02180
PHONE: (781)275-6050
CIVIL / STRUCTURAL
LABELLA
303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614
PHONE: (585)454-6110
ARCHITECTURAL
OCULUS INC.
1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102
PHONE: (314)367-6100
ELECTRONIC SECURITY
GRW
801 CORPORATE DRIVE, LEXINGTON, KY 40503
PHONE: (859)223-3999
FIRE SUPPRESSION
KOFFEL ASSOCIATES
8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045
PHONE: (410)750-2246
/1
/2
:2
:1
P
M
S-401
STRUCTURAL
ENLARGED PARTIAL FRAMING PLAN
DEAREATOR PLATFORM
REPLACE BOILERS IN BUILDING 10
830 CHALKSTONE AVENUE
PROVIDENCE, RI 02908
650-19-100
01-07-2022 WC DS0506-0011
100% CORRECTED
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
Revisions: Date:
GENERAL SHEET NOTES:
1. FOR GENERAL STRUCTURAL NOTES SEE DRAWING S-001.
2. MAIN LEVEL FLOOR ELEVATION [70'-6" REF] HAS BEEN SET TO
DATUM 0'-0". ALL ELEVATIONS ARE MEASURED FROM THIS
PROJECT DATUM.
3. REFER TO ARCHITECTURAL, MECHANICAL, AND PLUMBING
DRAWINGS FOR ADDITIONAL SCOPE.
4. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR SCHEDULE.
PLAN NOTES:
1. PLAN CUT AT ELEVATION 24'-8" [94'-5"].
2. * INDICATES COORDINATE FINAL DIMENSION AND LOCATION WITH
PURCHASED MECHANICAL EQUIPMENT.
3. COORDINATE CLEARANCES WITH PURCHASED MECHANICAL
EQUIPMENT.
4. REFER TO GENERAL NOTES FOR FINISH INFORMATION.
5. INDICATES SPAN DIRECTION.
6. ALL CATWALKS AND PLATFORMS TO HAVE RAILING EACH SIDE.
SEE TYPICAL PLATFORM SECTION ON 2/S-530.
7. TOP OF UPPER DEAREATOR STEEL ELEVATION = 24'-7".
8. TOP OF UPPER DEAREATOR PLATFORM = 24'-8".
SCALE: 1/2" = 1'-0"2
ENLARGED PARTIAL FRAMING PLAN - UPPER DEAREATOR PLATFORM
SCALE: 1/2" = 1'-0"1
ENLARGED PARTIAL FRAMING PLAN - DEAREATOR
PLAN NOTES:
1. PLAN CUT AT ELEVATION = 10'-0" [80'-6"].
2. * INDICATES COORDINATE FINAL DIMENSION AND LOCATION WITH PURCHASED
MECHANICAL EQUIPMENT.
3. COORDINATE CLEARANCES WITH PURCHASED MECHANICAL EQUIPMENT.
4. REFER TO GENERAL NOTES FOR FINISH INFORMATION.
5. INDICATES MOMENT CONNECTION, FULL CAPACITY OF BEAM U.N.O.
SEE 8/S-530.
6. INDICATES SPAN DIRECTION.
7. TOP OF SLAB ELEVATION = (10'-0")[80'-6"].
8. "S-1" DENOTES 5" CONCRETE SLAB ON 3" 20 GA COMPOSITE METAL DECK
(8" TOTAL THICKNESS). SEE 7,8/S-520 FOR DETAIL.
9. TOP OF STEEL ELEVATION = (9'-4")[79'-10"] -0'-8" BELOW TOP OF SLAB
ELEVATION U.N.O. (+/-X'-XX").
10. TOP OF STEEL GRATING PLATFORM ELEVATION = (10'-0")[80'-6"].
11. ** INDICATES CHANNEL CENTERED ON TOP OF WF STEEL DUNNAGE FRAMING.
TOP OF CHANNEL ELEVATION = 9'-11"[80'-5"].
12. ** INDICATES EQUIPMENT SUPPORT FRAME AT ELEVATION 14'-2 3/4"
[84'-8 3/4"]. THE MEMBER SIZE SHALL BE ADJUSTED TO SUIT THE
EQUIPMENT.
B
A
C
D
E
F
1 2 3 4 5 6 87 9
97 8654321
MILLER-REMICK LLC
PROFESSIONAL ENGINEER
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering
A Service Disabled Veteran Owned Small Business
B
A
C
D
E
F
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Phase
ENGINEER OF RECORDCONSULTANT
Project Director
MR PROJECT NO: 0506-0011
REPLACE BOILERS IN BUILDING 10
830 CHALKSTONE AVENUE
PROVIDENCE, RI 02908
650-19-100
100% CORRECTED
CONSTRUCTION DOCUMENTS
01-07-2022
STRUCTURAL
FOUNDATION DETAILS
S-510
B
A
C
D
E
F
1 2 3 4 5 6 87 9
97 8654321
MILLER-REMICK LLC
PROFESSIONAL ENGINEER
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering
A Service Disabled Veteran Owned Small Business
B
A
C
D
E
F
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Phase
ENGINEER OF RECORDCONSULTANT
Project Director
MR PROJECT NO: 0506-0011
REPLACE BOILERS IN BUILDING 10
830 CHALKSTONE AVENUE
PROVIDENCE, RI 02908
650-19-100
100% CORRECTED
CONSTRUCTION DOCUMENTS
01-07-2022
STRUCTURAL
FOUNDATION DETAILS
S-511
B
A
C
D
E
F
1 2 3 4 5 6 87 9
97 8654321
MILLER-REMICK LLC
PROFESSIONAL ENGINEER
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering
A Service Disabled Veteran Owned Small Business
B
A
C
D
E
F
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Phase
ENGINEER OF RECORDCONSULTANT
Project Director
MR PROJECT NO: 0506-0011
REPLACE BOILERS IN BUILDING 10
830 CHALKSTONE AVENUE
PROVIDENCE, RI 02908
650-19-100
100% CORRECTED
CONSTRUCTION DOCUMENTS
01-07-2022
STRUCTURAL
FLOOR SLAB DETAILS
S-520
B
A
C
D
E
F
1 2 3 4 5 6 87 9
97 8654321
MILLER-REMICK LLC
PROFESSIONAL ENGINEER
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering
A Service Disabled Veteran Owned Small Business
B
A
C
D
E
F
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Phase
ENGINEER OF RECORDCONSULTANT
Project Director
MR PROJECT NO: 0506-0011
REPLACE BOILERS IN BUILDING 10
830 CHALKSTONE AVENUE
PROVIDENCE, RI 02908
650-19-100
100% CORRECTED
CONSTRUCTION DOCUMENTS
01-07-2022
STRUCTURAL
FRAMING
SECTIONS & DETAILS
S-530
B
A
C
D
E
F
1 2 3 4 5 6 87 9
97 8654321
MILLER-REMICK LLC
PROFESSIONAL ENGINEER
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering
A Service Disabled Veteran Owned Small Business
B
A
C
D
E
F
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Phase
ENGINEER OF RECORDCONSULTANT
Project Director
MR PROJECT NO: 0506-0011
REPLACE BOILERS IN BUILDING 10
830 CHALKSTONE AVENUE
PROVIDENCE, RI 02908
650-19-100
100% CORRECTED
CONSTRUCTION DOCUMENTS
01-07-2022
STRUCTURAL
FRAMING
SECTIONS & DETAILS
S-531
BPSF
B
A
C
D
E
F
1 2 3 4 5 6 87 9
97 8654321
MILLER-REMICK LLC
PROFESSIONAL ENGINEER
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering
A Service Disabled Veteran Owned Small Business
B
A
C
D
E
F
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Phase
ENGINEER OF RECORDCONSULTANT
Project Director
MR PROJECT NO: 0506-0011
REPLACE BOILERS IN BUILDING 10
830 CHALKSTONE AVENUE
PROVIDENCE, RI 02908
650-19-100
100% CORRECTED
CONSTRUCTION DOCUMENTS
01-07-2022
STRUCTURAL
FRAMING
SECTIONS & DETAILS
S-532
BPWC
A A.1 9
B
A
C
D
E
F
1 2 3 4 5 6 87 9
97 8654321
MILLER-REMICK LLC
PROFESSIONAL ENGINEER
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering
A Service Disabled Veteran Owned Small Business
B
A
C
D
E
F
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
FULLY SPRINKLERED
Office of Construction and Facilities…
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