03 Structural 54218106_Drawings_ADD-01_080320.pdf
PDF 3 MB Posted
- Attached to
- Z2DA--Renovate Building 4 A + B Floors Outpatient Mental Health Clinic, Project No. 542-18-106
- Solicitation number
- 36C24420B0003
About this file
This solicitation is for a construction project to renovate building 4A and 4B at the VA Medical Center in Coatesville, Pennsylvania. The project involves demolishing and renovating approximately 28,000 square feet of existing space on the first and second floors and 3,000 square feet in the basement wing to create new outpatient mental health clinics. The scope of work also includes constructing a new elevator and shaft at the front of the building along with exterior improvements and supporting work in the basement and attic.
The solicitation will be released on or around June 23, 2020 via the SAM.gov website. The acquisition is set aside exclusively for verified Service-Disabled Veteran-Owned Small Businesses. The project includes general construction as well as electrical and mechanical work. The magnitude of the procurement is estimated between $10-20 million. Interested contractors must have the ability to provide 100% performance and payment bonds and a 20% bid guarantee. The contract type will be firm-fixed price with an anticipated award date to be specified in the solicitation. The maximum completion schedule is 588 calendar days from notice to proceed.
View the file
Other files
Show all 43
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
RENOVATE BUILDING 4A&B FLOORS
OUTPATIENT MENTAL HEALTH CLINIC
VA Medical Center, Coatesville PA
542-18-106
Revisions: Date:
FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019
50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Drawing Title
Approved: Project Director
Phase Project Title Project Number
Building Number
Drawing NumberLocation
Issue Date Checked Drawn
VA FORM 08-6231
FULLY SPRINKLERED
Bancroft Project No. 18-102
MOD - 50% CONSTRUCTION DOCUMENTS SUBMISSION 21 JUN 2019
100% CONSTRUCTION DOCUMENTS SUBMISSION 3 JAN 2020
T: F:
www.bancroft-ae.com www.bancroft-ae.com
FINAL CONSTRUCTION DOCUMENTS SUBMISSION 31 JAN 2020
31 JAN 2020
FINAL CONSTRUCTION
DOCUMENTS SUBMISSION
FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION
30 JAN 2020
ADDENDUM 1 03 AUG 2020
STRUCTURAL BASEMENT
FOUNDATION PLAN
SB100
MW PW
1 3
KEYPLAN
SB101
SB101
SB101
6" CONC. SLAB ON GRADE
T/SLAB EL.637.75(V.I.F.)
EXIST. CONC. SLAB
T/SLAB EL.639.58(V.I.F.)
EXIST. CONC. SLAB
T/SLAB EL.637.75(V.I.F.)
EXIST. CONC. SLAB
T/SLAB EL.639.58(V.I.F.)
EXIST. CONC. SLAB
T/SLAB EL.639.58(V.I.F.)
EXIST. CONC. SLAB
T/SLAB EL.640.0(V.I.F.)
RAMP DN.
R A
M P
D
N
EXISTING TRENCH(V.I.F.)
S301
SB101
OPERABLE PARTITION
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 4'
AutoCAD SHX Text 8'
AutoCAD SHX Text 16'
AutoCAD SHX Text 1/8"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
STRUCTURAL BASEMENT FOUNDATION PLAN
VA Medical Center, Coatesville PA
542-18-106
Revisions: Date:
FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019
50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Drawing Title
Approved: Project Director
Phase Project Title Project Number
Building Number
Drawing NumberLocation
Issue Date Checked Drawn
VA FORM 08-6231
FULLY SPRINKLERED
Bancroft Project No. 18-102
MOD - 50% CONSTRUCTION DOCUMENTS SUBMISSION 21 JUN 2019
100% CONSTRUCTION DOCUMENTS SUBMISSION 3 JAN 2020
T: F:
www.bancroft-ae.com www.bancroft-ae.com
FINAL CONSTRUCTION DOCUMENTS SUBMISSION 31 JAN 2020
31 JAN 2020
FINAL CONSTRUCTION
DOCUMENTS SUBMISSION
FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION
30 JAN 2020
ADDENDUM 1 03 AUG 2020
STRUCTURAL FIRST FLOOR
FRAMING PLAN
SF101
MW PW
1 3
KEYPLAN
SF104
FIRST FLOOR LEVEL
SF104
FOR ROOF FRAMING PLAN
1 CAREFULLY CUT IN NEW OPENING FOR NEW MECHANICAL WORK.
COORDINATE WITH MECHANICAL SHEETS FOR EXACT LOCATION AND SIZE OF
OPENING.
REFER TO DETAIL 6/S300. DO NOT CUT JOIST RIBS.
2 FILL ABANDONED RISER OPENINGS PER DETAILS 11 AND 12 S300. REFER TO
ARCHITECTURAL FOR LOCATION.
CONTRACTOR NOTE:
CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BID TO
ENSURE ALL CONFLICTS FOR INSTALLATION OF NEW WORK HAS
BEEN IDENTIFIED AND ANY WORK REQUIRED TO MODIFY EXISTING IS
INCLUDED IN BID PRICE.
(E) - INDICATES EXISTING CONSTRUCTION; VERIFY IN FIELD
(N) - INDICATES PROPOSED NEW CONSTRUCTION
TOP OF FINISHED FLOOR 651.0 TYP UN. VIF
OPERABLE PARTITION
SUPPORT BEAM
SF104
FIRST FLOOR LEVEL
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 4'
AutoCAD SHX Text 8'
AutoCAD SHX Text 16'
AutoCAD SHX Text 1/8"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
STRUCTURAL FIRST FRAMING PLAN
AutoCAD SHX Text
SHEET KEY NOTES
AutoCAD SHX Text
GENERAL SHEET NOTES
VA Medical Center, Coatesville PA
542-18-106
Revisions: Date:
FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019
50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Drawing Title
Approved: Project Director
Phase Project Title Project Number
Building Number
Drawing NumberLocation
Issue Date Checked Drawn
VA FORM 08-6231
FULLY SPRINKLERED
Bancroft Project No. 18-102
MOD - 50% CONSTRUCTION DOCUMENTS SUBMISSION 21 JUN 2019
100% CONSTRUCTION DOCUMENTS SUBMISSION 3 JAN 2020
T: F:
www.bancroft-ae.com www.bancroft-ae.com
FINAL CONSTRUCTION DOCUMENTS SUBMISSION 31 JAN 2020
31 JAN 2020
FINAL CONSTRUCTION
DOCUMENTS SUBMISSION
FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION
30 JAN 2020
ADDENDUM 1 03 AUG 2020
STRUCTURAL SECOND
FLOOR FRAMING PLAN
SF102
MW PW
1 3
KEYPLAN
SF104
SECOND FLOOR LEVEL
1 CAREFULLY CUT IN NEW OPENING FOR NEW MECHANICAL WORK.
COORDINATE WITH MECHANICAL SHEETS FOR EXACT LOCATION AND SIZE OF
OPENING.
REFER TO DETAIL 6/S300. DO NOT CUT JOIST RIBS.
2 FILL ABANDONED RISER OPENINGS PER DETAILS 11 AND 12 S300. REFER TO
ARCHITECTURAL FOR LOCATIONS.
CONTRACTOR NOTE:
CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BID TO
ENSURE ALL CONFLICTS FOR INSTALLATION OF NEW WORK HAS
BEEN IDENTIFIED AND ANY WORK REQUIRED TO MODIFY EXISTING IS
INCLUDED IN BID PRICE.
(E) - INDICATES EXISTING CONSTRUCTION; VERIFY IN FIELD
(N) - INDICATES PROPOSED NEW CONSTRUCTION
TOP OF FINISHED FLOOR EL 663.0 UN VIF
SF104
SECOND FLOOR LEVEL
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 4'
AutoCAD SHX Text 8'
AutoCAD SHX Text 16'
AutoCAD SHX Text 1/8"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
STRUCTURAL SECOND FLOOR FRAMING PLAN
AutoCAD SHX Text
SHEET KEY NOTES
AutoCAD SHX Text
VA Medical Center, Coatesville PA
542-18-106
Revisions: Date:
FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019
50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Drawing Title
Approved: Project Director
Phase Project Title Project Number
Building Number
Drawing NumberLocation
Issue Date Checked Drawn
VA FORM 08-6231
FULLY SPRINKLERED
Bancroft Project No. 18-102
MOD - 50% CONSTRUCTION DOCUMENTS SUBMISSION 21 JUN 2019
100% CONSTRUCTION DOCUMENTS SUBMISSION 3 JAN 2020
T: F:
www.bancroft-ae.com www.bancroft-ae.com
FINAL CONSTRUCTION DOCUMENTS SUBMISSION 31 JAN 2020
31 JAN 2020
FINAL CONSTRUCTION
DOCUMENTS SUBMISSION
FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION
30 JAN 2020
ADDENDUM 1 03 AUG 2020
STRUCTURAL
ATTIC FRAMING PLAN
SF103
MW PW
1 3
KEYPLAN
SF104
AHU (4,818#)
AHU (4,818#)
AHU (4,818#)
AHU (4,818#)
1 NEW AHU UNIT, COORDINATE WITH EQUIPMENT MANUFACTURER FOR FINAL
MECHANICAL UNIT FOOTPRINT DIMENSIONS.
2 CAREFULLY CUT IN NEW OPENING FOR NEW MECHANICAL WORK.
COORDINATE WITH MECHANICAL SHEETS FOR EXACT LOCATION AND SIZE OF
OPENING.
OPENING TO BE CUT BETWEEN RIBS. MAXIMUM WIDTH = 17". SEE 5/S300 &
6/S300.
3 LIVE LOAD RESTRICTED TO TYPICAL ATTIC 20 PSF IN AREAS NOTED THUS
4 TYPICAL EXISTING CONCRETE JOIST CONSTRUCTION. RIBS 25"C/C (V.I.F.).
5 TYPICAL GABLE EXISTING ROOF CONSTRUCTION 2x10 @ 24" O.C. WITH
COLLAR JOISTS.
6 REFER TO 1 & 4/S300 FOR COLLAR TIE MODIFICATION DUE TO DUCT RUNS.
7 GABLE END WALL LOUVER. SEE SECTION 1/S301.
8 FILL ABANDONED RISER OPENINGS PER DETAILS 10 AND 11 S300. REFER TO
ARCHITECTURAL FOR LOCATIONS.
CONTRACTOR NOTE:
CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BID TO
ENSURE ALL CONFLICTS FOR INSTALLATION OF NEW WORK HAS
BEEN IDENTIFIED AND ANY WORK REQUIRED TO MODIFY EXISTING IS
INCLUDED IN BID PRICE.
(E) - INDICATES EXISTING CONSTRUCTION; VERIFY IN FIELD
(N) - INDICATES PROPOSED NEW CONSTRUCTION
S300
S300
HALF PLAN ROOF
RAFTERS @ 24" O.C.
HALF PLAN ATTIC
CONC. JOISTS
S300
S300
S300
S301
S301
S301
S301
S301
S301
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 4'
AutoCAD SHX Text 8'
AutoCAD SHX Text 16'
AutoCAD SHX Text 1/8"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
STRUCTURAL ATTIC FRAMING PLAN
AutoCAD SHX Text
SHEET KEY NOTES
AutoCAD SHX Text
7'-5 3/4"
S300
S300
TYP. @
ELEVATOR
OPP.
1'-3 1/8"1'-3 1/8"
10'-0"
V
I F
7'-5 3/4"
S300
S300
TYP. @
ELEVATOR
OPP.
1'-3 1/8"1'-3 1/8"
10'-0"
V
I F
5 5
7'-5 3/4"
S300
S300
OPP.
1'-3 1/8"1'-3 1/8"
10'-0"
V
I F
BP1
BP1
SF104
SF104
6'-8 1/2"
HSS8x4x3/8
HSS8x4x3/8
HSS8x4x3/8
BP2
BP2
BP2
H S
S x x
H S
S x x
H S
S x x
H S
S x x
S300
S300
S300
4"5'-8"
5'-8"
1'-0 1/2"
(V.I.F.)
T/(E)ATTIC
EL.675.0'
(V.I.F.)
T/CMU
EL.676.0'
COORD. W/
ARCH. SHTS.
PLYWOOD ROOF SHEATHING
2x6 RR
SIMPSON H2.5
CONT. TREATED 2x PLATE
W/ 1/2"Ø HKD. A.B.S.
@ 32" O.C.
CONT. BOND BEAM
CMU WALL
CMU REINF., SEE PLAN
2x OVERFRAMING, SEE PLAN
PLYWOOD ROOF SHEATHING
RIDGE BEAM, SEE PLAN
2x6 RR
4x4 WOOD POST
EXIST. 2x ROOF
RAFTERS (V.I.F.)
(E) CONT. 2x PLATE
(V.I.F.)
(E) CMU PARAPET
WALL (V.I.F.)
(E) COL 15X20 VIF
BELOW 1ST FLOOR
(E) 1ST FLOOR JOISTS
V
I F
S301
S301
S301
SF104
2ND FLOOR
(E) JOISTS
HANGERS AND BRACE BY
LIFT MNF
BENT 1/4" PL
W/(2) 1/2" KB3
L4X4X1/4 TYP TO MATCH
LIFT HANGER LOCATIONS
RENOVATE BUILDING 4A&B FLOORS
OUTPATIENT MENTAL HEALTH CLINIC
VA Medical Center, Coatesville PA
542-18-106
Revisions: Date:
FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019
50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Drawing Title
Approved: Project Director
Phase Project Title Project Number
Building Number
Drawing NumberLocation
Issue Date Checked Drawn
VA FORM 08-6231
FULLY SPRINKLERED
Bancroft Project No. 18-102
MOD - 50% CONSTRUCTION DOCUMENTS SUBMISSION 21 JUN 2019
100% CONSTRUCTION DOCUMENTS SUBMISSION 3 JAN 2020
T: F:
www.bancroft-ae.com www.bancroft-ae.com
FINAL CONSTRUCTION DOCUMENTS SUBMISSION 31 JAN 2020
31 JAN 2020
FINAL CONSTRUCTION
DOCUMENTS SUBMISSION
FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION
30 JAN 2020
ADDENDUM 1 03 AUG 2020
STRUCTURAL ENLARGED
FRAMING PLANS
SF104
MW PW
1 3
KEYPLAN
1 MASONRY LINTEL 8"X8" WITH (2)#5 BOTTOM. GROUT SOLID. MINIMUM 8"
BEARING EACH SIDE OF OPENING.
2 (2)2x8 RR + 2x6 CJ
3 (2)2x8 HIP BEAM
4 2x8 @ 24" O.C. ROOF RAFTERS
5 5/8" APA SPAN RATED EXTERIOR PLYWOOD ROOF SHEATHING. NAIL
SHEATHING TO ALL SUPPORTS WITH 10d NAILS @ 6" O.C..
6 8" CMU REINFORCED WITH #5@32" O.C. VERTICAL REINFORCING FULL
HEIGHT IN FULLY GROUTED CELLS. PROVIDE MATCHING DOWELS FROM
FOUNDATION. PROVIDE ADDITIONAL 1-#5 FULL HEIGHT AT CORNERS AND
END OF WALLS. PROVIDE HORIZONTAL 8" BOND BEAMS REINFORCED WITH
2-#5 AT MAXIMUM 8" C/C VERTICALLY.
7 W8x28 ELEVATOR HOIST BEAM. REFER TO ELEVATOR SUBMITTAL FOR
LOCATION.
8 3" - 20 GA. GALVANIZED METAL ROOF DECK
9 3-L5x3 1/2x5/16 (LLV) + PL.5/16" GALVANIZED LINTEL
10 2x4@16" O.C. W/ CONT.2x4 TOP & BOTT. PLATE OVERFRAMING STUD WALLS @
24" O.C..
11 (2)2x8 RIDGE BEAM
12 PROVIDE NEW 8" CMU EACH SIDE OF OPENING AND
OVER NEW LINTEL. REFER TO ARCHITECTURAL DWGS
FOR EXTENT. REINFORCE END CELLS WITH 1-#5 VERTICAL IN GROUTED
CELL. TOOTH INTO EXISTING MASONRY OR ADD MASONRY TIES.
13 PROVIDE W10X33 OPERABLE PARTITION SUPPORT BEAM. HOLES IN BEAM
BOTTOM FLANGE TO MATCH OPERABLE PARTITION HANGER LOCATIONS.
14 PROVIDE L4X4X1/4 TO SUPPORT STACKED PARTITION LOAD.
LOCATION TO MATCH OPERABLE PARTITION HANGER LOCATIONS.
15 ARJO 600 LB X-Y LIFT SEE ARCHITECTURAL
16 PROVIDE L4X4X1/4 AT EACH LIFT HANGER.
CONTRACTOR NOTE:
CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BID TO
ENSURE ALL CONFLICTS FOR INSTALLATION OF NEW WORK HAS
BEEN IDENTIFIED AND ANY WORK REQUIRED TO MODIFY EXISTING IS
INCLUDED IN BID PRICE.
(E) - INDICATES EXISTING CONSTRUCTION; VERIFY IN FIELD
(N) - INDICATES PROPOSED NEW CONSTRUCTION
- INDICATES AREA OF UNDERPINNING PER DETAIL x/Sxxx
BP1 - PL. 3/4"x7'x7" W/ (2)-1/2"Ø x 6" HEADED STUDS
MOMENT CONNECTION
NOTES:
B/DECK EL.652.25'
ALL STEEL AND CONNECTIONS
SHALL BE GALVANIZED
AutoCAD SHX Text
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 4'
AutoCAD SHX Text 8'
AutoCAD SHX Text 1/4"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
FIRST FLOOR ELEVATOR PLAN
AutoCAD SHX Text
SHEET KEY NOTES
AutoCAD SHX Text
AutoCAD SHX Text
GENERAL SHEET NOTES
AutoCAD SHX Text
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 4'
AutoCAD SHX Text 8'
AutoCAD SHX Text 1/4"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
SECOND FLOOR ELEVATOR PLAN
AutoCAD SHX Text
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 4'
AutoCAD SHX Text 8'
AutoCAD SHX Text 1/4"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
ROOF FRAMING ELEVATOR PLAN
AutoCAD SHX Text
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 4'
AutoCAD SHX Text 8'
AutoCAD SHX Text 1/4"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
WEST STAIR ROOF FRAMING PLAN
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text 3'
AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text
ROOF SECTION
AutoCAD SHX Text
SF104
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text 3'
AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text
ROOF SECTION
AutoCAD SHX Text
SF104
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 4'
AutoCAD SHX Text 8'
AutoCAD SHX Text 1/4"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
OPERABLE PARTITION SUPPORT
AutoCAD SHX Text
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 4'
AutoCAD SHX Text 8'
AutoCAD SHX Text 1/4"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
PATIENT LIFT
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text 3'
AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text
PATIENT LIFT
AutoCAD SHX Text
SF104
STANDARD ACI HOOK,
TYP.
GROUT
2-#4
STD. ACI 'J' HOOK
2-#4 FOR 6"/ 8" BOND BEAMS
2-#5 FOR OTHER BOND BEAMS
GROUT
VERT. REINF. AS REQ'D
SEE PLAN
HORIZ. REINF. BARS CONT., STOP BARS
EACH SIDE OF CMU CONTROL JOINTS, SEE
ARCH. STHS. FOR LOCATION
BOND BEAM CORNER
REINFORCING DETAIL
BOND BEAM REINFORCING
INTERSECTION DETAIL
VERTICAL REINFORCING
IN MASONRY
6"/8" LINTEL
BOND BEAM DETAIL
T
T
GROUT FOR VERTICAL REINFORCED WALL, BOND BEAM, FILLED BLOCK,
ANCHOR BOLTS, ETC. SHALL CONFORM TO THE FOLLOWING PROPORTIONS:
1) PORTLAND CEMENT - 1 PART BY VOLUME
2) HYDRATED LIME OR LIME PUTTY - 1/10 PART BY VOLUME
3) CLEAN SHARP SAND - 2 1/2 TO 3 TIMES THE SUM OF VOLUMES 1) & 2).
- GROUT SHALL BE MACHINE MIXED WITH SUFFICIENT WATER TO PERMIT
POURING INTO CAVITY.
- GROUT SHALL DEVELOP A COMPRESSIVE STRENGTH OF 3000 psi @ 28 DAYS.
- GROUT SHALL BE PUDDLED AS NECESSARY TO INSURE COMPLETE BOND.
PERMIT SUFFICIENT TIME BETWEEN GROUT LIFTS TO AVOID BLOWOUTS.
- WIRE REINFORCING SHALL BE IN PLACE TO GROUTING.
- REFER TO STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
GROUTING NOTES:
EXIST. CONC. BEAM(V.I.F.)
EXIST. BRICK VENEER(V.I.F.)
CONT. L4x3x5/16
CMU WALL
1/2"Ø HILTI KWIK BOLT 3
@ 12"O.C. INTO (E)CONC. BEAM
BRICK VENEER, SEE ARCH. SHTS.
AHU
(E)2x12 RIDGE (V.I.F.)
(N) 2-2x10 COLLAR TIE
E x
O
C
E x
O
C
W/(4)-1/2"Ø THRU-BOLTS
(E)2x PLATE (V.I.F.)
6" CMU PARAPET (V.I.F.)
(E)PAN JOIST ROOF (V.I.F.)
(E) CLAYTILE INFILL WALL(V.I.F.)
S300
S300
M
A X
REMOVE (E)2x6 COLLAR TIE
@ HOOD (SEE PLAN 2 MAX PER UNIT)
SIMPSON HSLQ37-SDS25
@ 24" O.C. TITEN HD 1/2"Ø
@ 24" O.C. SILL PL. TO CMU
(E) 3/4"Ø BOLT @ 3' C/C (V.I.F.)
SIMPSON HSLQ37-SDS25@24" O.C.
(E)2x10 (V.I.F.)
TITEN HD (3) 1/2"Ø AT REMOVED COLLAR TIES
(E) 2x PLATE (V.I.F.)
6" CMU PARAPET (V.I.F.)
(E)3/4"Ø BOLT @ 3' C/C (V.I.F.)
2'-1"(V.I.F.)
1'-5"
5"(V.I.F.)
1"
1/2"
5"(V.I.F.)
1"
1/2"
ATTIC
1st & 2nd
FLOOR
2'-2"(V.I.F.)
3" 3"
(V.I.F.) (V.I.F.)
1/2"
1"
3"3"
(V.I.F.)(V.I.F.)
1/2"
1"
1'-5"
2'-1"(V.I.F.)
1'-5"
ATTIC
1st & 2nd
FLOOR
2'-2"(V.I.F.)
1'-5"
2'-1"(V.I.F.)
(N)HSS12x6x1/4
PL 1/2"X12"X12" @ 24" C/C
PL 1/2"X12"X12" @ 24" C/C
EXIST. CONC. JOIST
SLAB (V.I.F.)
PORTION OF EXISTING
SLAB TO BE REMOVED
(V.I.F.)
(4) 3/4" A36 THRD ROD @ 24" C/C
T/(E)1st FLR.
EL.651.0'(V.I.F.)
B/DECK
EL.652.25'
5'-8" 4"
(E) BRICK VENEER(V.I.F.)
(E) CLAYTILE INFILL(V.I.F.)
CONT. L4x3x1/4(LLH)
HSS8x4
CONT. L3x3x1/4
3" METAL ROOF DECK
HSS8x4
T/(E)1st FLR.
EL.651.0'(V.I.F.)
B/DECK
EL.652.25'
5'-8"
1'-0 1/2"
(E) BRICK VENEER(V.I.F.)
(E) CLAYTILE INFILL(V.I.F.)
CONT. BNT. PL. 5/16"
HSS8x4
CONT. L3x3x1/4
3" METAL ROOF DECK
HSS8x4
(V.I.F.)
1/2"
CLR.
STIFF. PL. 3/8"@12" O.C.
T/(E)1st FLR.
EL.651.0'(V.I.F.)
B/DECK
EL.652.25'
4"
(E) BRICK VENEER(V.I.F.)
(E) CLAYTILE INFILL(V.I.F.)
CONT. L4x3x1/4(LLH)
HSS8x4
CONT. L3x3x1/4
1/2"
CLR.
BRG. PLATE, SEE PLAN
GROUT EXIST. CLAY
TILE SOLID x 16" WIDE
AT HSS BRG.
SEE MEP
SECTION AT ATTIC WHEN OPENING
DOES NOT ALIGN BEWEEN JOIST STEMS
SEE 5/300 IF OPENING IS IN SLAB ONLY
(V.I.F.)
INFILL HOLE (10" DIA MAX) WITH
NON-SHRINK GROUT
FIVE STAR FLUID 100
FORMWORK 16 GA MIN
HILTI .157 PAF EMBED 3/4"
10" DIA MAX
(V.I.F.)
CONCRETE FILL
9/16" 26 GA GALV C FORM DECK
1/4" BENT PLATE W/ 1/2" HILTI KB3
RECT OPENING
@ 1' MINIMUM 3 PER SIDE
WWF 6X6 W2.1XW2.1
CONCRETE FILL
9/16" 26 GA GALV C FORM DECK
WWF 6X6 W2.1XW2.1
16 GA PL W/ .157 PAF & #10 TEK
(E) SLAB
RECT OPENING
RENOVATE BUILDING 4A&B FLOORS
OUTPATIENT MENTAL HEALTH CLINIC
VA Medical Center, Coatesville PA
542-18-106
Revisions: Date:
FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019
50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Drawing Title
Approved: Project Director
Phase Project Title Project Number
Building Number
Drawing NumberLocation
Issue Date Checked Drawn
VA FORM 08-6231
FULLY SPRINKLERED
Bancroft Project No. 18-102
MOD - 50% CONSTRUCTION DOCUMENTS SUBMISSION 21 JUN 2019
100% CONSTRUCTION DOCUMENTS SUBMISSION 3 JAN 2020
T: F:
www.bancroft-ae.com www.bancroft-ae.com
FINAL CONSTRUCTION DOCUMENTS SUBMISSION 31 JAN 2020
31 JAN 2020
FINAL CONSTRUCTION
DOCUMENTS SUBMISSION
FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION
30 JAN 2020
ADDENDUM 1 03 AUG 2020
STRUCTURAL
FRAMING DETAILS
S300
MW PW
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text 3'
AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text
SECTION @ ATTIC FLOOR
AutoCAD SHX Text S300
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text 3'
AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text
TYP. MASONRY GROUTING DETAILS AND NOTES
AutoCAD SHX Text S300
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text 3'
AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text
KEY JOINT DETAIL
AutoCAD SHX Text S300
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text 3'
AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text
SECTION
AutoCAD SHX Text S300
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text 3'
AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text
SECTION
AutoCAD SHX Text S300
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text 3'
AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text
SECTION
AutoCAD SHX Text S300
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text 3'
AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text
ROOF SECTION
AutoCAD SHX Text S300
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text 3'
AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text
ROOF SECTION
AutoCAD SHX Text S300
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text 3'
AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text
ROOF SECTION
AutoCAD SHX Text S300
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text 3'
AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text
PATCH ABONDONED MEP CORE OPENINGS
AutoCAD SHX Text S300
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text 3'
AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text
PATCH ABONDONED RECT OPENINGS
AutoCAD SHX Text S300
(E)2x12 RIDGE (V.I.F.)
E x
B
E
Y
O
N
D
E x
B
Y
O
N
D
S301
N
L
X
X
N
L
X
X
(N)L8X8X1/2
N
H
S S
X
X
N
H
S S
X
X
(N) 1/2"X6"X8"PL TYP
ATTIC
S E
E
M
E P
SEE MEP
3'-3" 3'-3"
L O
U V
R
O
P E
N I N
G
S E
E
M
E P
L8X8X1/2
W/1/2" DIA HILTI KB3 @ 16"
HSS4X4X1/4
W/1/2"X6"X8" CAP AND BASE PLS
ATTIC FRAMING (E)
(E) ROOF RAFTER
(E) COPING
VIF
(E) COPING
VIF
L8X8X1/2
W/1/2" DIA HILTI KB3 @ 16"
(E) CMU
S E
E
M E
P
3/16"
1st FLOOR 1st FLOOR
L6X4X1/4
W/ (2) 5/8" DIA
HILTI KB3
EMBED 3 1/2"
HANGERS BY
OPERABLE PARITION MNF
(E) JOISTS
W10
(E) COL 15X20 VIF
4 1/2"
10" VIF
HANGERS BY
OPERABLE PARITION MNF
BENT 1/4" PL
W/(2) 1/2" KB3
L4X4X1/4 TYP TO MATCH
OPERABLE PARTITION HANGERS
AT STACKED END OF PARTITION
1st FLOOR
W10
L4X4X1/4
W/(2) 5/8" HILTI KB3
(2) 3/4" A325
(E) CONC BEAM
8X19 1/2 VIF
V
I F
HANGERS BY
OPERABLE PARITION MNF
RENOVATE BUILDING 4A&B FLOORS
OUTPATIENT MENTAL HEALTH CLINIC
VA Medical Center, Coatesville PA
542-18-106
Revisions: Date:
FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019
50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
A
B
C
D
E
F
CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Drawing Title
Approved: Project Director
Phase Project Title Project Number
Building Number
Drawing NumberLocation
Issue Date Checked Drawn
VA FORM 08-6231
FULLY SPRINKLERED
Bancroft Project No. 18-102
MOD - 50% CONSTRUCTION DOCUMENTS SUBMISSION 21 JUN 2019
100% CONSTRUCTION DOCUMENTS SUBMISSION 3 JAN 2020
T: F:
www.bancroft-ae.com www.bancroft-ae.com
FINAL CONSTRUCTION DOCUMENTS SUBMISSION 31 JAN 2020
31 JAN 2020
FINAL CONSTRUCTION
DOCUMENTS SUBMISSION
FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION
30 JAN 2020
ADDENDUM 1 03 AUG 2020
STRUCTURAL
FRAMING DETAILS
S301
MW PW
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text 3'
AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text
SECTION @ ATTIC END WALL LOUVER
AutoCAD SHX Text S301
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text 3'
AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text
SECTION
AutoCAD SHX Text S301
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text 3'
AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text
SECTION
AutoCAD SHX Text S301
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text 3'
AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text
SECTION
AutoCAD SHX Text S301
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text 1/2'
AutoCAD SHX Text 3'
AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text
SECTION
AutoCAD SHX Text S301
File details come from the government source that posted it. Updated .