36C24518B0233-005.pdf
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- CONST DOM CLINIC & CLC ADMIN PROJ 613-121 Federal contract opportunity
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- 36C24518B0233
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36C24518B0233 3 Structural Drawings.pdf
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| 36C24518B0233-001.docx | DOCX document | |
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th re e in ch es o ne fo ot 6"
Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot
6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot
6"
6"
VA FORM 08-6231
Revisions:
1 2 3 4 5 6 7 8 9
Date:
CONSULTANTS: ARCHITECT/ENGINEERS:
590 MEANS ST NW ATLANTA, GA 30318
Drawing Title:
Approved Project Director:
Project Title:
Location:
Date: Checked: Drawn:
Drawing Number:
Building Number:
Project Number:
Dwg. of
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
BID DOCUMENTS
MARTINSBURG, WV
501D & 502F
STRUCTURAL NOTES CONSTRUCT DOM CLINIC
AND CLC ADMINISTRATION
ADDITION
S001
613-121
JUNE 27, 2018 SLW SLM
e in ch es o ne fo ot 6"
Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot
6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot
6"
6"
VA FORM 08-6231
Revisions:
1 2 3 4 5 6 7 8 9
Date:
CONSULTANTS: ARCHITECT/ENGINEERS:
590 MEANS ST NW ATLANTA, GA 30318
Drawing Title:
Approved Project Director:
Project Title:
Location:
Date: Checked: Drawn:
Drawing Number:
Building Number:
Project Number:
Dwg. of
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
BID DOCUMENTS
MARTINSBURG, WV
501D & 502F
STRUCTURAL NOTES CONSTRUCT DOM CLINIC
AND CLC ADMINISTRATION
ADDITION
S002 e in ch es o ne fo ot 6"
Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot
6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot
6"
6"
VA FORM 08-6231
Revisions:
1 2 3 4 5 6 7 8 9
Date:
CONSULTANTS: ARCHITECT/ENGINEERS:
590 MEANS ST NW ATLANTA, GA 30318
Drawing Title:
Approved Project Director:
Project Title:
Location:
Date: Checked: Drawn:
Drawing Number:
Building Number:
Project Number:
Dwg. of
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
BID DOCUMENTS
MARTINSBURG, WV
501D & 502F
STRUCTURAL NOTES CONSTRUCT DOM CLINIC
AND CLC ADMINISTRATION
ADDITION
S003
DNDN
DN
DN
UP
DN
A
C
C
B
3.1
FF
G G
HH
6 7 9 10 11 12
K
3.4
3.431
I
RE
12E9E7.4E 12.2E 14E 15E
8 10.5
4'
/8
6'
3'
4' - 3 1/2" 3' - 5 3/8"
6' - 3 3/8" 18' - 3 1/4"
REF
19' - 10"
REF
29' - 2"
REF
7' - 3"
REF
35' - 4"
REF
20' - 0"
S201
S201
S201
S202
C.4 C.4
G.5
S201
QE
16E 16.6E
C.2 C.2
1'
0"
6'
1'
6'
REF.
8' - 10"
REF.
9' - 10"
1" R
E F
R E
F
B.5
7'
1/ 4"
1'
/8
2'
/8
F6
F6 F4
F4
F7 F4
F6
F7
F5.5X9
F4
F6
F4
F4
F4
F9
F9
F4 F4.5x6
F4 F3.5
F4
F4
F4 F9
F4
F4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4 HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
4" THICK SLAB ON GRADE REINFORCED
WITH WWR 6x6-W1.4xW1.4 AT 2" BELOW
TOP OF SLAB. POUR OVER 10 MIL VAPOR
BARRIER OVER 4" CRUSHER RUN BASE.C.J.
C.J.
C.J.
C.J.
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
9'
C.J.
C.J.
C .J
C .J
C .J
EXISTING
RETAINING WALL
EXISTING
RETAINING
WALL
(-2'-8")
(-2'-8")
(-2'-8")
(-1'-0")
(-1'-0")
(-1'-0")
(-1'-0")
(-1'-0")
(-1'-0")
(-1'-0") (-1'-0")
(-1'-0")
(-1'-0")
(-1'-0")
EXISTING BUILDING 501 BASEMENT BELOW
EXISTING BUILDING 501
SLAB ON GRADE
8" CMU WALL WITH VERTICAL #5 AT
48" O.C. AND #9 HORIZONTAL
LADDER REINFORCING AT 1'-4" O.C.
4.8
4.8
HSS4X4X1/4
F9
HSS4X4X1/4
HSS4X4X1/4
C .J
.C .J
C .J
F4
F4
HSS4X4X1/4
HSS4X4X1/4
(-2'-8")
9.8
11' - 8" 19' - 0"
S304
S304
-2
-2"-2"
P-1 (-0'-8"/-7'-6")
P-1 (0'-7"/-7'-6")
P-1 (1'-6"/-8'-6")
S302
S
T /W
A
LL
'-6
T /W
A
LL
0' -6
S
T /W
A
LL
0' -6
T /W
A
LL
0' -3
S
T /W
A
LL
0' -3
S301
S302
TYPS302
TYP
S3041
S304
S304
SLOPE TO
DRAIN SEE
ARCH
S304
S304
EXISTING
FOOTING
EXISTING
FOOTING
S304
(-1'-0")
(-1'-0")
S304
S304
S301
TYP
S304
EXISTING
GRADE BEAM
S304
S304
S303
EXISTING BUILDING 501 TUNNEL
BELOW
S303
F4x16
BELOW
TOF=508.75
FT
S303
HSS6X2X1/4
HSS6X2X1/4
S303
F4x16
BELOW
TOF=508FT
1'-6"x1'-6"
CONT.GRADE BEAM
BELOW. SLOPE WITH
SLAB ABOVE
1'-6"x1'-6" CONT.
GRADE BEAM
BELOW. SLOPE
WITH SLAB
ABOVE
S202
(-3'-6")
(-3'-6")
S202
CONCRETE EQUIPMENT PAD.
COORDINATE DIMENSIONS WITH
ACTUAL EQUIPMENT PURCHASED
S304
S101
C .J
2'
4' - 0"
4' - 0"
1'
FOOTING ADDITION
BELOW
FOOTING ADDITION
BELOW
P-2 (+0'-3"/-3'-6")
P-2 (+0'-10"/-3'-6")
EXISTING
RETAINING WALL
FOOTING BELOW
TYP
E .O
.S
3"
E .O
.S
3"
E .O
.S
3"
E.O .S.
3"
F4x20 BELOW
TOF=509.5FT
F4x16 BELOW
TOF=509.5FTEXISTING
RETAINING WALL
FOOTING BELOW
TYP
S303
S303
SLOPE UP
FINISHED FLOOR
511.5 FT
FINISHED FLOOR
510.0 FT
FINISHED FLOOR
508.75 FT
SLOPE UPSLOPE UP
T /F
T G
2' -0
T /F
T G
3' -6
T /F
T G
3' -6
T /F
T G
2' -0
S305
SEE NOTE 8
SEE NOTE 8
SEE NOTE 8
EOS
3"
(-1'-0")
TYP
E O
S
1'
/8
C .J
EOS
3"
CONCRETE PAD, SEE
12/S301. SIZE WITH
CONTRACTOR PROVIDED
EQUIPMENT
S101
9.9
CONCRETE PAD, SEE 12/S301. SIZE
WITH CONTRACTOR PROVIDED
EQUIPMENT
8.4 9.7
4'
EXISTING DUCT
BANK - SEE NOTE 9
F4
EXISTING VAULT
WALLS TO
REMAIN
S304
SIM
S305
S305
(-4'-0")
P-1 (-0'-8"/-4'-0")
S303
SIM
3'
/4
S305
6.5
6.5
5.3
5.3
4.5
4.5 7.5
C .J
18' - 3 1/4" 10' - 7" 10' - 7" 4' - 4" 4' - 4" 15' - 0" 13' - 1" 13' - 1" 15' - 8" 9' - 10" 8' - 3" 11' - 9" 15' - 2" 3' - 10"2' - 6" 4' - 0" 9' - 0" 8' - 10" 7' - 11"
P-1 (1'-6"/-8'-6")
HSS4X4X1/4
HSS4X4X1/4
P-1 (1'-0"/-7'-6")
HSS4X4X1/4
HSS4X4X1/4
P-1 (-0'-8"/-7'-6")
1'
4' - 0"
F4x16 BELOW
TOF=508.23 FT
S302
S302
SIMSIM
S302
SIM
1. FOUNDATION PLAN NOTESTOP OF FOOTING = -2'-0" = 505.5 FT UNLESS
NOTED OTHERWISE.
2. (-X'-X") NOTES TOP OF FOOTING ELEVATION IF DIFFERENT FROM TYPICAL
TOP OF FOOTING NOTED ABOVE.
3. REF. DENOTES FOR REFERENCE ONLY. FIELD VERIFY EXISTING
CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING NEW WORK.
4. E.O.S. DENOTES EDGE OF SLAB.
5. DO NOT UNDERMINE OR DAMAGE EXISTING FOOTINGS OR RETAINING
WALLS DURING INSTALLATION OF NEW FOOTINGS.
6. FINISHED FLOOR MSL = 507.50 FT = 0'-0". MATCH EXISTING.
7. P-X (-X'-X"/-X'-X") DENOTES PIER TYPE, TOP OF PIER AND BOTTOM OF
PIER. FIELD VERIFY AND COORDINATE WITH TOP OF EXISTING FOOTING
WHERE APPLICABLE.
8. REFER TO DETAILS 1 & 2/S305 FOR UNDERPINNING REQUIREMENTS AT
THESE LOCATIONS WHEN OVER EXCAVATION OF EXISTING SOIL IS
REQUIRED.
9. EXACT SIZE AND LOCATION OF EXISTING DUCT BANK IS UNKNOWN.
FIELD VERIFY EXISTING CONDITIONS WHERE REQUIRED PRIOR TO
SUBMITTAL OF SHOP DRAWINGS FOR REVIEW.
10. REFER TO 4/S301 FOR FOOTING DETAIL AT PIPE SLEEVE
PLAN
NORTH
TRUE
NORTH
0' 4' 8' 16' 24'
SCALE: 1/8" = 1'-0"
G
54.8
NEW 12"CONCRETE
RETAINING WALL. ALIGN
FACE OF NEW WALL WITH
EXISTING WALL. TOP OF
FOOTING TO MATCH TOP OF
EXISTING FOOTING.
S302
S302
S302
EDGE OF
RAMP SLAB
S302
NOTES:
1. COLUMN FOOTING AND
CONCRETE GRADE BEAM
NOT SHOWN FOR CLARITY.
REFER TO 1/S101.
T/WALL = +1'-6"
T/FTG = -2'-0"
RAMP WALL
SEE 1/S101
S302
5'
/8
/8
S T/WALL=+2-2" REF
T/WALL = +1'-6" T/FTG = -2'-0"
T/FTG = -2'-0" REF
S T/WALL=+2-2"
T/WALL = +3'-2"
T/FTG = -2'-0" REF
T/FTG = -2'-0"
5' - 4 1/2"
S305
5.3
DENOTES STEP IN SLAB
INDICATES BRACED FRAME, SEE FRAMING ELEVATIONS
HIDDEN EDGE OF FOOTING
DENOTES STEP IN TOP OF WALL OR FOOTING ELEVATION WHERE
NOTED
FOUNDATION PLAN LEGEND
(-X")
S T/WALL = X'-X"
T/WALL = X'-X"
H
10 11
K
10.5
S304
S304
S304
S305
3" EOS
3" EOS
HSS4X4X1/4
HSS6X2X1/4
HSS6X2X1/4
HSS4X4X1/4
HSS6X2X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS6X2X1/4
HSS6X2X1/4
F4
F4 F4
F4
HSS6X2X1/4
C .J
C.J.C.J.
9' - 0" 8' - 10"
PLAN
NORTH
TRUE
NORTH
th re e in ch es o ne fo ot 6"
Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot
6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot
6"
6"
VA FORM 08-6231
Revisions:
1 2 3 4 5 6 7 8 9
Date:
CONSULTANTS: ARCHITECT/ENGINEERS:
590 MEANS ST NW ATLANTA, GA 30318
Drawing Title:
Approved Project Director:
Project Title:
Location:
Date: Checked: Drawn:
Drawing Number:
Building Number:
Project Number:
Dwg. of
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
BID DOCUMENTS
MARTINSBURG, WV
501D & 502F
CLC ADMIN ADDITION FOUNDATION PLAN CONSTRUCT DOM CLINIC
AND CLC ADMINISTRATION
ADDITION
S101
613-121
JUNE 27, 2018 SLW SLM
SCALE: 1/8" = 1'-0"S101
1 CLC ADMIN ADDITION FOUNDATION PLAN
SCALE: 3/8" = 1'-0"S101
2 PARTIAL FOUNDATION PLAN AT NEW RETAINING WALL
SCALE: 1/4" = 1'-0"S101
3 ENLARGED FOUNDATION PLAN AT ENTRANCE
SIM
SIM
DNDN
DN
DN
A
C C
B
3.1
FF
G
HH
6 7 9 10 11 12
K
3.4
3.431
I
RE
12E9E7.4E 12.2E 14E 15E
8 10.5
4'
/8
9'
4' - 3 1/2"
3' - 5 3/8"
6' - 3 3/8" 18' - 3 1/4"
REF
19' - 10"
REF
29' - 2"
REF
7' - 3"
REF
35' - 4"
REF
20' - 0"
K
K
K
W
X
K
K
K
W
X
W
X
K
K
K
K
W
X
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
W14X22 W14X22W14X22
W14X22W14X22
W14X22
W12X14
W14X22
K
K
W
X
W12X19
HSS8X4X1/4
H S
S 8X
4X 1/
H S
S 8X
4X 1/
W16X31W14X22W14X22W14X22W14X22W14X22
K
K
1 W
X
K
K
K
K
K
K
K
W14X22W14X22W14X22
S201
S201
S201
S202
C.4 C.4
G.5
S201
QE
16E 16.6E
C.2 C.2
1'
6'
1'
6'
0"
9'
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
W
X
K
K
K
K
K
K
K
K
W14X22 W14X22 W12X14 W18X35
K
K
K
K
K
W14X22
W14X22 W14X22
W
X
W
X
K
W14X22
HSS6X2X1/4
HSS6X2X1/4
H S
S 6X
2X 1/
H S
S 6X
2X 1/
REF.
8' - 10"
REF.
9' - 10"
1" R
E F
R E
F
S202
S
B.5
W14X22 W14X22
W12X19 W16X31
K
1 12 K
K
K
7'
1/ 4"
1'
/8
2'
/8
W8X10
W
X
BRIDGING AT
MID SPAN
BRIDGING
AT MID SPAN
BRIDGING AT
1/4 POINTS
BRIDGING AT
1/4 POINTS
3N16 METAL
ROOF DECK
3N16 METAL
ROOF DECK
(-2'-4")(-2'-4")(-2'-4")(-2'-4")(-2'-4")
(-2'-4")
(-2'-4") (-2'-4")
(-2'-4")
2'
-2
/2
2'
-2
/2
2'
-2
/2
4.8
4.8 9.8
W12X19
W x2
2'
-2
/2
W x2
(-2'-2 1/2") W14x22
2'
-2
/2
W x2
K
K
W x2
3" E.O.D.
3" E
.O .D
3" E.O.D.
E .O
.D
5 3/4" E.O.D.
1'
E .O
.D
EOD
6' - 2 1/4"
LAP TO EXIST.
9' - 3 7/8" EOD
(-2'-4")(-2'-4")
2.
5"
2.
5"
2.
5"
2.
5"
2.
5"
2.
5"
2.
5"
2.
5"
2.
5"
W
X
2.
5"
2.
5"
S502
S502
S502 9
S501
TYP S502
TYPS502
TYP
S105
W14x22
S501
TYP
TOP CHORD JOIST
EXTENSION TYP
S501
S501
S503
S502
HSS6X2X1/4
HSS6X2X1/4
S503
S502
TYP
S502
TYP
S502
9' - 0" 8' - 10" 7' - 11"
S202
HSS6X2X1/4
HSS6X2X1/4
HSS6X2X1/4
S503
S503
S503A B
O V
E
3" E
.O .D
S202
S504
(-1'-11")
S202
1.5B18 METAL
ROOF DECK
EXISTING
METAL ROOF
DECK
EQ EQ EQ EQ
W6X8.5 (-1'-5")
W12X14
8"
K
S502TYP.
S201
H S
S 4X
4X 1/
H S
S 4X
4X 1/
H S
S 4X
4X 1/
S201
S201
A B
O V
E
3" E
.O .D
S504 OPP
HAND
2.
5"
2.
5"
8.
5"
TYP
(-2'-2 1/2")
S102
S504
9.9
K
K
W
X
(-1'-2 1/2")
(-1'-2 1/2")
(-1 '-2 1/2")
(-1 '-2 1/2")
1'
-2
/2
3N16 METAL
ROOF DECK
(-1'-2 1/2")
(-1'-2 1/2")
(-1'-2 1/2")
W 12X19 W
X
19W 12X19
W 12X19
W12X19
W12X19 W12X19
W8X10
S502
8.4 9.7
W
X 14 12
K
K
K
K
W14X22
SIM
1/ 2"
6.5
6.5
5.3
5.3
4.5
4.5 7.5
18' - 3 1/4" 10' - 7" 10' - 7" 4' - 4" 4' - 4" 15' - 0" 13' - 1" 13' - 1" 15' - 8" 9' - 10" 8' - 3" 11' - 9" 15' - 2"
3' - 10"
2' - 6"
4' - 0"
INDICATES 150# CONCENTRATED
JOIST LOAD TYP. COORD.
LOCATION WITH CONTRACTOR
PROVIDED EQUIPMENT.
LOW ROOF FRAMING PLAN NOTES
1. TOP OF STEEL = +13'-9 1/2" UNLESS NOTED OTHERWISE.
2. (-X'-X") DENOTES TOP OF STEEL BELOW TYPICAL TOP OF STEEL
ELEVATION NOTED ABOVE.
3. REF. DENOTES FOR REFERENCE ONLY. FIELD VERIFY EXISTING
CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING NEW WORK.
4. E.O.D. DENOTES EDGE OF DECK
5. ALL JOISTS SHALL BE SPACED EVENLY NOT TO EXCEED 4'-0" O.C..
6. REFER TO MECHANICAL DRAWINGS FOR DIMENSIONAL REQUIREMENTS
OF OPENINGS IN ROOF DECK.
7. ALL JOISTS SHALL HAVE BOTTOM CHORD UPLIFT BRIDGING AT FIRST
AND LAST BOTTOM CHORD PANEL POINTS.
8. REFER TO 6/S502 FOR ROOF PENETRATION FRAMING NOT SHOWN.
9. ALL LIGHT GAUGE AND ASSOCIATED CONNECTIONS TO THE
STRUCTURE SHALL BE VENDOR DESIGNED FOR ALL GRAVITY, WIND,
SEISMIC LOADINGS. IF LIGHT GAUGE ENGINEER DEVIATES FROM THE
BLAST REQUIREMENTS SHOWN FOR EXTERIOR LIGHT GAUGE FRAMING
SHOWN ON THIS SHEET THEN THE LIGHT GAUGE ENGINEER IS
RESPONSIBLE FOR THE BLAST DESIGN OF THESE MEMBERS AND
ASSOCIATED CONNECTIONS IN ACCORDANCE WITH THE PROJECT
DRAWINGS AND SPECIFICATIONS.
10. NO FRAMING REQUIRED FOR SOLAR DAYLIGHT TUBES WITH ALTERNATE
No.2
11. NO SKYLIGHT FRAMING REQUIRED WITH ALTERNATE No.3
PLAN
NORTH
TRUE
NORTH
0' 4' 8' 16' 24'
SCALE: 1/8" = 1'-0"
INDICATES JOIST BRIDGING AND BEAM BOTTOM FLANGE BRACING
DENOTES DECK SPAN DIRECTION
INDICATES BRACED FRAME, SEE FRAMING ELEVATIONS
ROOF FRAMING PLAN LEGEND
OPENING WIDTH JAMB SIZE HEAD/SILL SIZE TOP CONNECTOR BASE CONNECTOR
UP TO 4'-0"
WITH BRICK FACADE
6'-0"
WITH BRICK FACADE
LIGHT GAUGE FRAMED OPENING SCHEUDLE FOR BLAST LOADING
(REQUIREMENTS FOR LIFE SAFETY PROTECTED)
(2) 600S162-43
(3) 600S162-43
(2) 600S162-43
(2) 600S162-43
(1) VERTICLIP SL600-43
(2) VERTICLIP SL600-43
(1) STIFFCLIP CL600-43
(2) STIFFCLIP CL600-43
WALL HEIGHT STUD SIZE STUD SPACING
TOP CONNECTOR
TO STEEL
BASE CONNECTOR TO
CONCRETE
12'-0" TO 14'-0"
WITH EIFS FACADE
LIGHT GAUGE WALL FRAMING SCHEDULE FOR BLAST
LOADING (REQUIREMENTS FOR LIFE SAFETY PROTECTED)
600S162-54 1'-4" (1) VERTICLIP SL600-54 (1) STIFFCLIP CL600-68
14'-0" TO 17'-0"
WITH EIFS FACADE
600S162-68 1'-4" (1) VERTICLIP SL600-68 (1) STIFFCLIP CL600-68
NOTES:
1. SIZES SHOWN ARE FOR BLAST LOADING ONLY. LIGHT GAUGE VENDOR SHALL DESIGN ALL LIGHT GAUGE FOR
CODE PRESCRIBED LOADS AND DEFLECTIONS AS SHOWN ON THE DRAWINGS.
2. ALL MEMBERS AND CONNECTORS SHOWN SHALL BE 50 KSI.
3. CONNECTORS AND ANCHORS SHOWN ARE DESIGN BASIS.
4. BASE CONNECTOR SHALL HAVE (1) 1/2" DIAMETER x 3 5/8" EMBED HITLI KWIK BOLT TZ ANCHOR AT EACH
CONNECTOR TO CONCRETE AND (6) #12 SELF-DRILLING SCREWS TO THE JAMB.
5. TOP CONNECTOR SHALL BE CONNECTED TO THE STUD WITH (3) #12 SELF DRILLING SCREWS.
ATTACH CONNECTOR TO STEEL FRAMEWORK WITH (3) 0.157" DIAMETER POWDER DRIVEN FASTENERS WITH A
MINIMUM SPACING OF 1" AND MINIMUM EDGE DISTANCE OF 1/2".
6. ADD TRACK, SAME GAUGE AS STUD, AS REQUIRED TO BUILD UP MEMBER AND PROVIDE FLAT SURFACE
FOR ROUGH OPENING.
5. MEMBERS ARE DESIGNED BASED ON VA PHYSICAL SECURITY DESIGN MANUAL FOR LIFE-SAFETY
PROTECTED FACILITES, JANUARY 2015.
6. PROVIDE A MINIMUM OF 3" EDGE DISTANCE TO POST INSTALLED ANCHOR NOTED IN NOTE 3 ABOVE.
NOTES:
1. SIZES SHOWN ARE FOR BLAST LOADING ONLY. LIGHT GAUGE VENDOR SHALL DESIGN ALL LIGHT GAUGE FOR
CODE PRESCRIBED LOADS AND DEFLECTIONS AS SHOWN ON THE DRAWINGS.
2. ALL MEMBERS AND CONNECTORS SHOWN SHALL BE 50 KSI.
3. CONNECTOR AND ANCHOR TYPE SHOWN ARE DESIGN BASIS.
3. BASE CONNECTOR SHALL HAVE (1) 1/2" DIAMETER x 3 5/8" EMBED HILTI KWIK BOLT TZ ANCHOR TO CONCRETE AND
(4) #12 SDS TO STUD.
4. TOP CONNECTOR SHALL BE CONNECTED TO THE STUD WITH (3) #12 SELF DRILLING SCREWS.
ATTACH CONNECTOR TO STEEL FRAMEWORK WITH (2) 0.157" DIAMETER POWDER DRIVEN FASTENERS WITH A
MINIMUM SPACING OF 1" AND MINIMUM EDGE DISTANCE OF 1/2".
5. BASE CONNECTOR SHALL BE CONNECTED TO THE STUD WITH (4) #12 SELF DRILLING SCREWS AND ATTACHED TO
TO STEEL FRAMEWORK WITH (2) 0.157" DIAMETER POWDER DRIVEN FASTENERS WITH A
MINIMUM SPACING OF 1" AND MINIMUM EDGE DISTANCE OF 1/2"
6. MEMBERS ARE DESIGNED BASED ON VA PHYSICAL SECURITY DESIGN MANUAL FOR LIFE SAFETY
PROTECTED FACILITES, JANUARY 2015.
12'-0" TO 14'-0"
WITH BRICK FACADE
600S162-43 1'-4" (1) VERTICLIP SL600-43 (1) STIFFCLIP CL600-68
UP TO 4'-0"
WITH EIFS FACADE
6'-0"
WITH EIFS FACADE
OVER 6'-0"
(2) 600S162-54
(3) 600S162-68
STEEL FRAMED REFER TO PLAN AND DETAILS
(2) 600S162-54
(2) 600S162-68
(1) VERTICLIP SL600-54
(2) VERTICLIP SL600-68
(1) STIFFCLIP CL600-68
(2) STIFFCLIP CL600-68
C.4
K
H S
S 6X
2X 1/
HSS6X2X1/4
HSS6X2X1/4
HSS6X2X1/4
HSS6X2X1/4
W
X
+2
.5
S503
S503
SIM
SIM
PLAN
NORTH
TRUE
NORTH
th re e in ch es o ne fo ot 6"
Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot
6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot
6"
6"
VA FORM 08-6231
Revisions:
1 2 3 4 5 6 7 8 9
Date:
CONSULTANTS: ARCHITECT/ENGINEERS:
590 MEANS ST NW ATLANTA, GA 30318
Drawing Title:
Approved Project Director:
Project Title:
Location:
Date: Checked: Drawn:
Drawing Number:
Building Number:
Project Number:
Dwg. of
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
BID DOCUMENTS
MARTINSBURG, WV
501D & 502F
CLC ADMIN ADDITION LOW ROOF FRAMING
PLAN
CONSTRUCT DOM CLINIC
AND CLC ADMINISTRATION
ADDITION
S102
613-121
JUNE 27, 2018 SLW SLM
SCALE: 1/8" = 1'-0"S102
1 CLC ADMIN ADDITION LOW ROOF FRAMING PLAN
SCALE: 1/2" = 1'-0"S102
3 PARTIAL CLC ADMIN LOW ROOF PLAN
1' 2'
Scale: 1/2"=1'-0"
0" 4' 6' 8'
A
A
CC
B
3.1
FF
GG
HH
6 7 9 10 11 12
K
3.4
3.431
I
RE
12E9E7.4E 12.2E 14E 15E
8 10.5
C.4 C.4
G.5
QE
16E 16.6E
C.2 C.2
W14X22 W14X22
W14X22W12X19
W14X22
W12X19
W14X22
H S
S 4X
3X 5/
W14X22
W14X22
4' - 3 1/2"
3' - 5 3/8"
6' - 3 3/8"
4'
/8
6'
3'
B.5
W12X19W12X19
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
1 12 K
K
K
K
K
K
K
K
5'
E .O
.D
1'
E .O
.D
BRIDGING AT
MID SPAN
1'
E .O
.D
1'
E .O
.D
2-
1/
4"
3'
-4
/8
4'
-4
/8
5'
-2
/4 5'
-1
7/ 8"
(+1'-6 1/4")
W14X22
3N16 METAL
ROOF DECK
9'
ROOF EDGE
BELOW
EXISTING
BUILDING 501
BOTTOM
FLANGE
BRACING
TYP
S503
S501
S502
SIM TYP
4.8
4.8
K
H S
S 4X
3X 5/
H S
S 4X
3X 5/
H S
S 4X
3X 5/
9.8
W x1
W x1
W x1
W x1
W x1
/8
H S
S 4x
3x 5/
H S
S 4x
3x 5/
1' - 0" E.O.D.
TYP
S501
TYP
S501
S503
3N16 METAL
ROOF DECK
E.O.D.
1' - 4"
E.O.D.
1' - 4"
S503
S503
S503
TYP
JOIST
EXTENSION
TYP
JOIST
EXTENSION
TYP
S503
TYP
TYP
S502
TYP
S502
TYP
S201
S201
S201
S504
UP
SLOPE
U P
S
LO
P E
9.98.4 9.7
1' - 0" E.O.D.
K
W12X14
6.5
6.5
5.3
5.3
4.5
4.5 7.5
W14X22W12X19
W12X19
W12X19
18' - 3 1/4" 10' - 7" 10' - 7" 4' - 4" 4' - 4" 15' - 0" 13' - 1" 13' - 1" 15' - 8" 9' - 10" 8' - 3" 11' - 9" 15' - 2"
3' - 10" 2' - 6"
4' - 0" 9' - 0" 8' - 10" 7' - 11"
EQ EQ EQ EQ EQ
HIGH ROOF FRAMING PLAN NOTES
1. TOP OF STEEL = +15'-6" UNLESS NOTED OTHERWISE.
2. (+X'-X") DENOTES TOP OF STEEL ABOVE TYPICAL TOP OF STEEL
ELEVATION NOTED ABOVE.
3. REF. DENOTES FOR REFERENCE ONLY. FIELD VERIFY EXISTING
CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING NEW WORK.
4. E.O.D. DENOTES EDGE OF DECK
5. ALL JOISTS SHALL BE SPACED EVENLY NOT TO EXCEED 4'-0" O.C..
6. REFER TO MECHANICAL DRAWINGS FOR DIMENSIONAL
REQUIREMENTS OF OPENINGS IN ROOF DECK.
7. ALL JOISTS SHALL HAVE BOTTOM CHORD UPLIFT BRIDGING AT FIRST
AND LAST BOTTOM CHORD PANEL POINTS
PLAN
NORTH
TRUE
NORTH
0' 4' 8' 16' 24'
SCALE: 1/8" = 1'-0"
INDICATES JOIST BRIDGING AND BEAM BOTTOM FLANGE BRACING
DENOTES DECK SPAN DIRECTION
ROOF FRAMING PLAN LEGEND
th re e in ch es o ne fo ot 6"
Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot
6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot
6"
6"
VA FORM 08-6231
Revisions:
1 2 3 4 5 6 7 8 9
Date:
CONSULTANTS: ARCHITECT/ENGINEERS:
590 MEANS ST NW ATLANTA, GA 30318
Drawing Title:
Approved Project Director:
Project Title:
Location:
Date: Checked: Drawn:
Drawing Number:
Building Number:
Project Number:
Dwg. of
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
BID DOCUMENTS
MARTINSBURG, WV
501D & 502F
CLC ADMIN ADDITION HIGH ROOF FRAMING
PLAN
CONSTRUCT DOM CLINIC
AND CLC ADMINISTRATION
ADDITION
S103
613-121
JUNE 27, 2018 SLW SLM
SCALE: 1/8" = 1'-0"S103
1 CLC ADMIN ADDITION HIGH ROOF FRAMING PLAN
EE AA
21 21
22 22
FF DD CC BB
21.4 21.4
24' - 6"25' - 6"25' - 0"25' - 0"21' - 0"
S
S
S
S
S
S
F6
F6 F6
F4
F6
F6
F4
F4
F6 F4
F6
F4 F4
F7
F6
F4
F4
F4
C J
C J
C J
C J
C J
C J
C J
C J C J
C J
CJ
CJ
CJ
CJ
CJ
CJ
4" THICK SLAB ON GRADE REINFORCED
WITH WWR 6x6-W1.4xW1.4 AT 2" BELOW
TOP OF SLAB. POUR OVER 10 MIL VAPOR
BARRIER OVER 4" CRUSHER RUN BASE.
HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4 HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
HSS4X4X1/4
S304
S304
S304
S301
S301
TYP
S304
S304
7S
T /F
T G
2' -8
T /F
T G
2' -0
" TYP
S301
S301
-2" -2"
-2
3" E
.O .S
3" E.O.S.
3" E.O.S.
3" E
.O .S
3" E.O.S.
3" E
.O .S
3" E.O.S.
3" E
.O .S
3" E.O.S.
SLOPE SLAB
SEE ARCH
F4
S304
TYP
(-1'-6")
S
T /F
T G
2' -8
T /F
T G
2' -0
TYP
S301
S304
TYP
TYP
EXISTING CONNECTOR
LINK FOUNDATION
(-3'-6")
CONCRETE EQUIPMENT PAD.
COORDINATE DIMENSIONS WITH
ACTUAL EQUIPMENT
PURCHASED 4
S304
S301
TYP
S304
TYP
S104
CONCRETE PAD, SEE 12/S301.
SIZE WITH CONTRACTOR
PROVIDED EQUIPMENT
S104
EXISTING DOM BUILDING 502E
EXISTING DOM BUILDING 502D
FOUNDATION PLAN NOTES
1. TOP OF FOOTING = -2'-0" UNLESS NOTED OTHERWISE.
2. REF. DENOTES FOR REFERENCE ONLY. FIELD VERIFY EXISTING
CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING NEW WORK.
3. E.O.S. DENOTES EDGE OF SLAB.
4. DO NOT UNDERMINE EXISTING WALL FOOTINGS OR DAMAGE EXISTING
WALL DURING INSTALLATION OF NEW FOOTINGS.
5. FINISHED FLOOR ELEVATION MSL ELEVATION = 507.50 FT = 0'-0" TO
MATCH EXISTING.
6. REFER TO 4/S301 FOR FOOTING DETAIL AT PIPE SLEEVE
0' 4' 8' 16' 24'
SCALE: 1/8" = 1'-0"
PLAN
NORTH
TRUE
NORTH
DENOTES STEP IN FOOTING
INDICATES BRACED FRAME, SEE FRAMING ELEVATIONS
HIDDEN EDGE OF FOOTING
FOUNDATION PLAN LEGEND
S T/FTG = X'-X"
T/FTG = X'-X"
BB
RE-ENTRANT
CORNER BARS,
SEE 7/S304
2'
S304
E .O
.S
2' -4
E.O.S.
EDGE OF
FOOTING
4' - 9" E.O.S. 8' - 0" E.O.S.
3" E
.O .S
HIDDEN EDGE OF
FOOTING
PLAN
NORTH
TRUE
NORTH
EXISITNG
FOOTING
EXISITNG
12" SOLID
GROUTED
CMU TO
REMAIN
NEW12" SOLID
GROUTED CMU WITH
#4 DOWELS AT 16"
O.C.
NEW 8" SOLID
GROUTED CMU
HIDDEN EDGE OF
NEW FOOTING
HIDDEN EDGE OF
EXISTING FOOTING
OUTLINE OF EXISTING
BRICK ABOVE TO
REMAIN
OUTLINE OF EXISTING
BRICK ABOVE TO
REMAIN
OUTLINE OF NEW
BRICK ABOVE
NEW SLAB ON GRADE
SEE PLAN
HIDDEN EDGE
OF TURN
DOWN SLAB
EDGE
S401
NOTES:
1. FIELD VERIFY EXISTING
CONDITONS.
B E
LO
W
D E
M O
LI
S
H W
I N D
O W
IN
T
H
IS
A R
E A
D E
M O
LI
S
H E
X
IS
T
IN
G C
M U
W A
LL
A
N D
B R
IC
K
S305
EXISTING SLAB ON
GRADE
PLAN
NORTH
TRUE
NORTH
th re e in ch es o ne fo ot 6"
Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot
6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot
6"
6"
VA FORM 08-6231
Revisions:
1 2 3 4 5 6 7 8 9
Date:
CONSULTANTS: ARCHITECT/ENGINEERS:
590 MEANS ST NW ATLANTA, GA 30318
Drawing Title:
Approved Project Director:
Project Title:
Location:
Date: Checked: Drawn:
Drawing Number:
Building Number:
Project Number:
Dwg. of
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
BID DOCUMENTS
MARTINSBURG, WV
501D & 502F
DOMICILIARY CLINIC ADDITION FOUNDATION
PLAN
CONSTRUCT DOM CLINIC
AND CLC ADMINISTRATION
ADDITION
S104
613-121
JUNE 27, 2018 SLW SLM
SCALE: 1/8" = 1'-0"S104
1 DOMICILIARY CLINIC ADDITION FOUNDATION PLAN
SCALE: 1/2" = 1'-0"S104
2 PARTIAL DOMICILIARY CLINIC ADDITION FOUNDATION PLAN
1' 2'
Scale: 1/2"=1'-0"
0" 4' 6' 8'
SCALE: 1/2" = 1'-0"S104
PARTIAL FOUNDATION PLAN AT
NEW TO EXISTING BUILDING
1' 2'
EE AA
21 21
22 22
FF DD CC BB
21.4 21.4
24' - 6"25' - 6"25' - 0"25' - 0"21' - 0"
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
W
X
2.
5"
W14X22
W
X
2.
5"
W16X26
W14X22
W16X26 W16X26
W
X
2.
5"
W14X22
W
X
2.
5"
W14X22W14X22
K
K
W
X
2.
5"
W
X
2.
5"
W14X22W14X22W14X22
S
S
S
S
S
S
K
K
K
K
K
K
6 22 K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
W
X
2.
5"
3" E.O.D.
3" E
.O .D
3" E
.O .D
3" E.O.D.
4' - 8 3/4"
3" E
.O .D
3" E.O.D. 3" E
.O .D
3" E.O.D.
3" E
.O .D
3" E.O.D.
3N16 METAL
ROOF DECK
TYP
4'-0"
MAX
W14X22 W14X22
W14X22
K
JOIST BRIDGING AT 1/4
POINTS FOR 22K6
JOIST BRIDGING AT
MID SPAN FOR 14K1
JOIST BRIDGING AT
MID SPAN FOR
14K1
BOTTOM FLANGE
BRACE TYP
S502
S502
S502
S502
S501
TYP
S501
S501
TYP
EXISTING
CONNECTOR
CORRIDOR ROOF
BELOW
S501
S501
K
W
X
2.
5"
W
X
2.
5"
K
W
X
2.
5"
W
X
2.
5"
W
X
2.
5"
W
X
2.
5"
S502 S502
TYP
S502
S105
TYP
S502
TYP
TYP
S502
TYP
S502TYP
S502
S502
S502
S502
S502
S502
S502
S502
S502
OPP
HAND
S105
EXISTING DOM BUILDING 502E
EXISTING DOM BUILDING 502D
HSS4X2X1/4
S401
LSH
ROOF FRAMING PLAN NOTES
1. TOP OF STEEL = +12'-5 1/2" UNLESS NOTED OTHERWISE.
2. (+x") DENOTES TOP OF STEEL ELEVATION ABOVE TYPICAL TOP OF
STEEL ELEVATION.
3. REF. DENOTES FOR REFERENCE ONLY. FIELD VERIFY EXISTING
CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING NEW WORK.
4. E.O.D. DENOTES EDGE OF DECK
5. ALL JOISTS SHALL BE SPACED EVENLY NOT TO EXCEED 4'-0" O.C..
6. REFER TO MECHANICAL DRAWINGS FOR DIMENSIONAL REQUIREMENTS
OF OPENINGS IN ROOF DECK. CONTRACTOR SHALL COORDINATE
DIMENSIONS WITH CONTRACTOR PROVIDED EQUIPMENT PRIOR TO
SUBMISSION OF SHOP DRAWINGS.
7. ALL JOISTS SHALL HAVE BOTTOM CHORD UPLIFT BRIDGING AT FIRST
AND LAST BOTTOM CHORD PANEL POINTS.
8. REFER TO 6/S502 FOR ROOF PENETRATION FRAMING NOT SHOWN.
9. ALL LIGHT GAUGE AND ASSOCIATED CONNECTIONS TO THE
STRUCTURE SHALL BE VENDOR DESIGNED FOR ALL GRAVITY, WIND,
SEISMIC LOADINGS. IF LIGHT GAUGE ENGINEER DEVIATES FROM THE
BLAST REQUIREMENTS SHOWN FOR EXTERIOR LIGHT GAUGE FRAMING
SHOWN ON THIS SHEET THEN THE LIGHT GAUGE ENGINEER IS
RESPONSIBLE FOR THE BLAST DESIGN OF THESE MEMBERS AND
ASSOCIATED CONNECTIONS IN ACCORDANCE WITH THE PROJECT
DRAWINGS AND SPECIFICATIONS.
10. NO FRAMING REQUIRED FOR SOLAR DAYLIGHT TUBES WITH
ALTERNATE No.2
11. NO SKYLIGHT FRAMING REQUIRED WITH ALTERNATE No.3
0' 4' 8' 16' 24'
SCALE: 1/8" = 1'-0"
INDICATES JOIST BRIDGING AND BOTTOM FLANGE BEAM BRACE
DENOTES DECK SPAN DIRECTION
INDICATES BRACED FRAME, SEE FRAMING ELEVATIONS
ROOF FRAMING PLAN LEGEND
PLAN
NORTH
TRUE
NORTH
COORD. W/ ACTUAL SKYLIGHT PROVIDED
3' - 10"
C O
O R
D . W
/ A C
TU
A
L S
K Y
LI
G
H T
P R
O V
ID
E
D
3'
0"
3'
HSS4X2X1/4
HSS4X2X1/4
HSS4X2X1/4
HSS4X2X1/4
HSS4X2X1/4
3/16
TYP
WIDE FLANGE BELOW-
SEE PLAN
3/8"x4"x0'-5" PLATE LSV
S105
3/16
TYP BASE PL
TO BEAM
1/2"x6"x0'-8" BASE
PLATE TYP
1/4
TYP TO BASE
PL
BEAM SEE
PLAN
BEAM SEE
PLAN
BEAM SEE
PLAN
BEAM SEE
PLAN
POST SEE
PLAN
SKYLIGHT
SEE ARCH
1' -8
L3x3x1/4 BETWEEN
WIDE FLANGE BEAMS
TYP 3/16
TYP
3/8"x4"x0'-5"
PLATE LSV TYP
3/16
TYP
TYP
2 5/8" E.O.D
OPENING WIDTH JAMB SIZE HEAD/SILL SIZE JAMB TOP CONNECTOR JAMB BASE CONNECTOR
UP TO 4'-0"
6'-0"
LIGHT GAUGE FRAMED OPENING SCHEUDLE FOR BLAST LOADING
(REQUIREMENTS FOR MISSION CRITICAL PROTECTED)
(2) 600S200-97
(2) 600S250-97
(2) 600S200-97
(1) 600S200-97
(2) VERTICLIP SL600-68
(2) VERTICLIP SL600-68
(2) STIFFCLIP CL600-68
(2) STIFFCLIP CL600-68
NOTES:
1. SIZES SHOWN ARE FOR BLAST LOADING ONLY. LIGHT GAUGE VENDOR SHALL DESIGN ALL LIGHT GAUGE FOR
CODE PRESCRIBED LOADS AND DEFLECTIONS AS SHOWN ON THE DRAWINGS.
2. ALL MEMBERS AND CONNECTORS SHOWN SHALL BE 50 KSI.
3. CONNECTORS AND ANCHORS SHOWN ARE DESIGN BASIS.
4. BASE CONNECTOR SHALL HAVE (1) 1/2" DIAMETER x 3 5/8" EMBED HITLI KWIK BOLT TZ ANCHOR AT EACH CONNECTOR TO
CONCRETE AND (6) #12 SELF-DRILLING SCREWS TO THE JAMB.
5. TOP CONNECTOR SHALL BE CONNECTED TO THE STUD WITH (3) #12 SELF DRILLING SCREWS.
ATTACH CONNECTOR TO STEEL FRAMEWORK WITH (3) 0.157" DIAMETER POWDER DRIVEN FASTENERS WITH A
MINIMUM SPACING OF 1" AND MINIMUM EDGE DISTANCE OF 1/2".
6. ADD TRACK, SAME GAUGE AS STUD, AS REQUIRED TO BUILD UP MEMBER AND PROVIDE FLAT SURFACE
FOR ROUGH OPENING.
5. MEMBERS ARE DESIGNED BASED ON VA PHYSICAL SECURITY DESIGN MANUAL FOR MISSION CRITICAL
PROTECTED FACILITES, JANUARY 2015.
6. PROVIDE A MINIMUM OF 3" EDGE DISTANCE TO POST INSTALLED ANCHOR NOTED IN NOTE 3 ABOVE.
WALL HEIGHT STUD SIZE STUD SPACING
TOP CONNECTOR
TO STEEL
BASE CONNECTOR TO
CONCRETE
UP to 4'-0"
10'-0" TO 12'-0"
LIGHT GAUGE WALL FRAMING SCHEUDLE FOR BLAST LOADING
(REQUIREMENTS FOR MISSION CRITICAL PROTECTED)
600S200-97 1'-0"
(1) STIFFCLIP AL600-68
(1) VERTICLIP SL600-68
(1) STIFFCLIP CL600-68
(1) STIFFCLIP CL600-68
NOTES:
1. SIZES SHOWN ARE FOR BLAST LOADING ONLY. LIGHT GAUGE VENDOR SHALL DESIGN ALL LIGHT GAUGE FOR
CODE PRESCRIBED LOADS AND DEFLECTIONS AS SHOWN ON THE DRAWINGS.
2. ALL MEMBERS AND CONNECTORS SHOWN SHALL BE 50 KSI.
3. CONNECTOR AND ANCHOR TYPE SHOWN ARE DESIGN BASIS.
3. BASE CONNECTOR SHALL HAVE (1) 1/2" DIAMETER x 3 5/8" EMBED HILTI KWIK BOLT TZ ANCHOR TO CONCRETE AND
(4) #12 SDS TO STUD.
4. TOP CONNECTOR SHALL BE CONNECTED TO THE STUD WITH (3) #12 SELF DRILLING SCREWS.
ATTACH CONNECTOR TO STEEL FRAMEWORK WITH (2) 0.157" DIAMETER POWDER DRIVEN FASTENERS WITH A
MINIMUM SPACING OF 1" AND MINIMUM EDGE DISTANCE OF 1/2".
5. BASE CONNECTOR SHALL BE CONNECTED TO THE STUD WITH (4) #12 SELF DRILLING SCREWS AND ATTACHED TO
TO STEEL FRAMEWORK WITH (2) 0.157" DIAMETER POWDER DRIVEN FASTENERS WITH A
MINIMUM SPACING OF 1" AND MINIMUM EDGE DISTANCE OF 1/2"
6. MEMBERS ARE DESIGNED BASED ON VA PHYSICAL SECURITY DESIGN MANUAL FOR MISSION CRITICAL
PROTECTED FACILITES, JANUARY 2015.
600S200-97 1'-0"
BB
K
K
K
K
K
HSS6x2x1/4
LSH
H S
S 6x
2x 1/
LS
H
H S
S 6x
2x 1/
LS
H
W14X22
S503
S503
HSS6x2x1/4
LSH
HSS6x2x1/4
LSH
HSS6x2x1/4
LSH
PLAN
NORTH
TRUE
NORTH
th re e in ch es o ne fo ot 6"
Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot
6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot
6"
6"
VA FORM 08-6231
Revisions:
1 2 3 4 5 6 7 8 9
Date:
CONSULTANTS: ARCHITECT/ENGINEERS:
590 MEANS ST NW ATLANTA, GA 30318
Drawing Title:
Approved Project Director:
Project Title:
Location:
Date: Checked: Drawn:
Drawing Number:
Building Number:
Project Number:
Dwg. of
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
BID DOCUMENTS
MARTINSBURG, WV
501D & 502F
DOMICILIARY CLINIC ADDITION ROOF
FRAMING PLAN
CONSTRUCT DOM CLINIC
AND CLC ADMINISTRATION
ADDITION
S105
613-121
JUNE 27, 2018 SLW SLM
SCALE: 1/8" = 1'-0"S105
1 DOMICILIARY CLINIC ADDITION ROOF FRAMING PLAN
SCALE: 3/4" = 1'-0"S105
2 PARTIAL PLAN AT SKYLIGHT
SCALE: 3/4" = 1'-0"S105
3 SECTION AT SKYLIGHT
SCALE: 1/2" = 1'-0"S105
4 PARTIAL DOMICILIARY CLINIC ADDITION ROOF PLAN
1' 2'
W18X35
H S
S 4X
4X 1/
HSS4X
4X1/4 HSS4X4X1/4
H S
S 4X
4X 1/
S501
S501
TYPT/SLAB
SEE PLAN
T/STEEL
SEE PLAN
9.8
WORK POINT
8.4
30' - 9"
F C.4
W14X22
H S
S 4X
4X 1/
H
SS4X4X1/4H
SS
4X
4X 1/
H S
S 4X
4X 1/
S501
S501
TYP
T/SLAB
SEE PLAN
T/STEEL
SEE PLAN
15' - 10"
WORK POINT
FH
H
SS
4X 4X
1/
H S
S 4X4X
1/4
W14X22
H S
S 4X
4X 1/
H S
S 4X
4X 1/
S501
S501
TYP
T/SLAB
SEE PLAN
T/STEEL
SEE PLAN
7' - 0 5/8" 6' - 10 7/8"9' - 3 5/8"
WORK POINT
WORK POINT
9 108
W14X22
W14X22 W14X22
W14X22
HSS4X
4X
1/4
HSS4X4X1/4
H S
S 4X
4X 1/
H S
S 4X
4X 1/
HSS4X4X1/4HSS4X
4X
1/
H S
S 4X
4X 1/
S501
S501
S501
TYP
T/SLAB
SEE PLAN
T/STEEL
SEE PLAN
25' - 6"20' - 0"
WORK POINTWORK POINT
G H
HSS4X4X1/4
H S
S 4X
4X 1/
H S
S 4X
4X 1/
3/8" GUSSET
PLATE
3/16
4" MIN
3/16
4" MIN
3/16
3/16
4" MIN
3/16
3/16
4" MIN
3/16
9' - 8"
T/STEEL
SEE PLAN
T/STEEL =+14'-0" SEE NOTE 1
NOTES:
1. TOP OF STEEL AT TUBE
ALONG GRID LINE 4 = +14'-6"
W12x19
WORK POINT
WORK POINT
HSS4X4X1/4
th re e in ch es o ne fo ot 6"
Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot
6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot
6"
6"
VA FORM 08-6231
Revisions:
1 2 3 4 5 6 7 8 9
Date:
CONSULTANTS: ARCHITECT/ENGINEERS:
590 MEANS ST NW ATLANTA, GA 30318
Drawing Title:
Approved Project Director:
Project Title:
Location:
Date: Checked: Drawn:
Drawing Number:
Building Number:
Project Number:
Dwg. of
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
BID DOCUMENTS
MARTINSBURG, WV
501D & 502F
BRACING ELEVATIONS CLC ADMIN ADDITION CONSTRUCT DOM CLINIC
AND CLC ADMINISTRATION
ADDITION
S201
613-121
JUNE 27, 2018 SLW SLM
SCALE: 1/2" = 1'-0"S201
2 BRACE ELEVATION ALONG GRID LINE G
SCALE: 1/2" = 1'-0"S201
5 BRACING ELEVATION ALONG GRID LINE 7
SCALE: 1/2" = 1'-0"S201
1 BRACING ELEVATION ALONG GRID LINE 12
SCALE: 1/2" = 1'-0"S201
4 BRACING ELEVATION ALONG GRID LINE C
SCALE: 3/8" = 1'-0"S201
3 TYPICAL BRACING ELEVATION AT CORRIDOR
FC.4
S501
S501
TYP
H
SS
4X 4X
1/
H
SS4X4X1/4
W14X22T/STEEL
SEE PLAN
15' - 10"
T/SLAB
SEE PLAN
WORK POINT
HK
HSS8X4X1/4
H S
S 4X
4X 1/
H S
S 6X
2X 1/
HSS6X2X1/4
H S
S 6X
2X 1/
H S
S 4X
4X 1/
6' - 2"
L4x4x1/4x0'-4"
LONG TYP
EACH END
2L4x4x1/4x0'-6"
LONG TYP
EACH END
L4x4x1/4x0'-4"
LONG TYP
BEAM SEE
PLAN
WALL STUDS TYP.
REFER TO SCHEDULE
FOR MINIMUM
REQUIREMENTS
L4x4x1/4x0'-6" LONG WITH (2)1/2" DIAx2"
EMBED EXPANSION
ANCHORS TYP
/2
/2
S504
S504
S503
SIM
L4x4x1/4x0'-4"
LONG TYP
S504
TYP
LSH
LSV
HSS8X4X1/4
H S
S 4X
4X 1/
H S
S 4X
4X 1/
HSS6X2X1/4
H S
S 6X
2X 1/
H S
S 6X
2X 1/
L4x4x1/4x0'-4"
LONG TYP
EACH END
2L4x4x1/4x0'-6"
LONG TYP
EACH END
2L4x4x1/4x0'-4"
LONG TYP
BEAM SEE
PLAN
WALL STUDS TYP.
REFER TO SCHEDULE
FOR MINIMUM
REQUIREMENTS
L4x4x1/4x0'-6" LONG WITH (2)1/2" DIAx2"
EMBED EXPANSION
ANCHORS TYP
/2
S503
SIM
S504
2L4x4x1/4x0'-4"
LONG TYP
S504
TYP
HSS6x2x1/4 LSH
BEYOND
LSH
LSV
HSS6X6X3/8
HSS6X2X1/4 HSS6X2X1/4
HSS6x2x1/4 HSS6x2x1/4
L9x4x1/4
L9x4x1/4
1/2"x1'-0" CONT PLATE
JOIST BEYOND SEE PLANDECK SEE PLAN
C O
O R
D W
IT
H
A C
TU
A
L D
O O
R P
U R
C H
A S
E D
8' -0
M
A X
COORDINATE WITH DOOR PURCHASED
8'-0" MAX
HSS6X2X1/4
6" LIGHT GAUGE STUDS TYP
NOTE:BRICK NOT
SHOWN FOR CLARITY
S503
S503
SIM
10 9.8
S504
ROOF DECK
SEE PLAN
BEAM BEYOND SEE PLAN
BEAM SEE PLAN TYPEXISTING BEAM SEE PLAN
8" CMU WALL WITH #5@48"
O.C AND #9 LADDER
REINFORCING AT 16" O.C..
GROUT CELLS SOLID AT ALL
VERTICAL REINFORCING AND
BELOW GRADE.
JOIST SEE PLAN
ROOF DECK SEE PLAN
L2x2x1/4 L3x3x1/4x1'-0" LONG
JOIST BRIDGING
TYP
L3x3x1/4xCONT
3/16
TYP EA END
B O
N D
B E
A M
1' -4
GROUT CELLS
SOLID AT
BRIDGING
TERMINATION
LOCATIONS
EXISTING 8" CMU WALL
EXISTING CONCRETE
BASEMENT WALL
SLAB SEE PLAN
SLAB SEE PLAN
1/2" PJF
#4@24" O.C.
(2) #5 CONT
#5 DOWEL AT VERT BAR
SPACING WITH STD HOOK
2' - 0"
1' -0
TYP
3" CLR
T Y
P 3"
C
LR
9' - 10 1/2" REF
S401
S401
CUT EXISTING BLOCK FACE
SHELLS AND INSTALL (1) #5
CONT. AT EACH LOCATION.
FILL WITH 2500 PSI COARSE
GROUT FULL HT
DRILL HOLE INTO EXISTING WALL 10 BAR
DIAM'S DEEP BY ONE BAR DIAM+1/4" MAX.
IN DIAMETER AND EPOXY DOWEL INTO
WALL IN ACCORDANCE WITH
MANUFACTURERS RECOMMENDATIONS.
TYP EACH END OF FOOTING
#5 DOWEL
C
LA
S S
B S
P
LI
C E
C
LA
S S
B S
P
LC
E
3/16 2@12
1"
SLAB AND
TURNDOWN
BEYOND
8"
6' - 2 1/4" th re e in ch es o ne fo ot 6"
Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot
6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot
6"
6"
VA FORM 08-6231
Revisions:
1 2 3 4 5 6 7 8 9
Date:
CONSULTANTS: ARCHITECT/ENGINEERS:
590 MEANS ST NW ATLANTA, GA 30318
Drawing Title:
Approved Project Director:
Project Title:
Location:
Date: Checked: Drawn:
Drawing Number:
Building Number:
Project Number:
Dwg. of
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
BID DOCUMENTS
MARTINSBURG, WV
501D & 502F
BRACING AND FRAMING ELEVATIONS CLC
ADMIN ADDITION
CONSTRUCT DOM CLINIC
AND CLC ADMINISTRATION
ADDITION
S202
613-121
JUNE 27, 2018 SLW SLM
SCALE: 1/2" = 1'-0"S202
1 BRACING ELEVATION ALONG GRID LINE 6
SCALE: 1/2" = 1'-0"S202
2 STOREFRONT FRAMING ELEVATION
SCALE: 1/2" = 1'-0"S202
3 SKEWED STOREFRONT FRAMING ELEVATION
SCALE: 1/2" = 1'-0"S202
4 FRAMING ELEVATION AT OVERHEAD DOOR
SCALE: 3/4" = 1'-0"S202
5 SECTION AT EXISTING CORRIDOR ADDITION
CC BB
T/SLAB
SEE PLAN
T/STEEL
SEE PLAN
S501
S501
TYP
W14X22
HSS4X
4X
1/
HSS4X4X1/4
H S
S 4X
4X 1/
H S
S 4X
4X 1/
25' - 6"
WORK POINT
EE DD
T/SLAB
SEE PLAN
T/STEEL
SEE PLAN
S501
S501
TYP
W16X26
H S
S 4X
4X 1/
HSS4
X4
X1/
4 HSS4X4X1/4
H S
S 4X
4X 1/
3' - 4 5/8"10' - 8 1/2" 10' - 10 7/8"
WORK POINT
21 21.4
T/SLAB
SEE PLAN
T/STEEL
SEE PLAN
S501
S501
H S
S 4X
4X 1/
H S
S 4X
4X 1/
H S
S 4X
4X 1/4
H S
S 4X
4X 1/
W12X16
TYP
11' - 6"
WORK POINT
T/SLAB
SEE PLAN
T/STEEL
SEE PLAN
H
S S
4X 4X
1/ 4 H
S S
4X4X 1/4
H S
S 4X
4X 1/
H S
S 4X
4X 1/
W14X22 S501
S501
TYP
12' - 0"
WORK POINT
T/SLAB
SEE PLAN
T/STEEL
SEE PLAN
W12X16
H S
S 4X
4X 1/
H
SS
4X 4X
1/ 4 H
SS4X4X1/4
H S
S 4X
4X 1/
S501
S501
7 TYP
15' - 0"
WORK POINT
EEDD
W14X22
H S
S 4X
4X 1/
H S
S 4X
4X 1/
HSS4X4X1/4HSS4X
4X
1/
T/SLAB
SEE PLAN
T/STEEL
SEE PLAN
S501
S501
TYP
25' - 0"
WORK POINT
th re e in ch es o ne fo ot 6"
Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot
6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot
6"
6"
VA FORM 08-6231
Revisions:
1 2 3 4 5 6 7 8 9
Date:
CONSULTANTS: ARCHITECT/ENGINEERS:
590 MEANS ST NW ATLANTA, GA 30318
Drawing Title:
Approved Project Director:
Project Title:
Location:
Date: Checked: Drawn:
Drawing Number:
Building Number:
Project Number:
Dwg. of
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
BID DOCUMENTS
MARTINSBURG, WV
501D & 502F
BRACING ELEVATIONS - DOMICILIARY
ADDITION
CONSTRUCT DOM CLINIC
AND CLC ADMINISTRATION
ADDITION
S203
613-121
JUNE 27, 2018 SLW SLM
SCALE: 1/2" = 1'-0"S203
1 BRACING ELEVATION ALONG GRID LINE 21-DD AND 21-CC
SCALE: 1/2" = 1'-0"S203
2 BRACING ELEVATION ALONG GRID LINE 21-EE AND 21-DD
SCALE: 1/2" = 1'-0"S203
3 BRACING ELEVATION ALONG GRID LINE BB
SCALE: 1/2" = 1'-0"S203
5 BRACING ELEVATION ALONG GRID LINE DD
SCALE: 1/2" = 1'-0"S203
4 BRACING ELEVATION ALONG GRID LINE EE
SCALE: 1/2" = 1'-0"S203
6 BRACING ALONG GRID LINE 23
PLUMBING/
UTILITY LINE
EXISTING OR NEW
FOUNDATION
FINISH GRADEWALL OR COLUMN, SEE PLAN
NEW FOOTINGS, PLUMBING LINES, ETC. SHALL BE INSTALLED SUCH THAT THEY ARE
ABOVE THE TRAPEZOID CREATED BELOW AND ADJACENT FOOTING WITH SIDES NO
STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL.
CONTRACTOR NOTE:
T/GRADE
SEE CIVIL
SUBSEQUENT PROPOSED
FOUNDATION, SEE PLAN
36x BAR DIA.
OPTIONAL DOWEL
NOTES:
1. HOOK `A' MAY BE OMITTED IF EMBEDMENT IS MORE
THAN THE ACI DEVELOPMENT LENGTH.
2. DOWELS MAY BE USED IN LIEU OF HOOKING
CONTINUOUS BARS AS SHOWN.
EMBEDMENT
H O
O K
A S
N O
T E
D H
O O
K 'B x B
A R
D
IA
CONT. HORIZONTAL REINF.
(VERTICAL REINF. NOT
SHOWN FOR CLARITY)
PROVIDE CONT. FOOTING
REINFORCEMENT
HOOK 'A' - 16x BAR DIA. (TYPICAL
UNLESS OTHERWISE NOTED)
NOTE:
WRAP EXTERIOR COLUMNS
WITH ASPHALT IMPREGNATED
FELT OR COAT WITH BITUMASTIC
PRIOR TO CONCRETE
PLACEMENT
FILL WITH CONCRETE TO
FOOTING AFTER CONTROL
JOINTS HAVE BEEN INSTALLED
TYPICAL
EXPOSED
EDGE
1/2" EXPANSION JOINT FILLER
OR (2) LAYERS OF ASPHALT
IMPREGNATED FELT BOND
BREAKER
1/2" EXPANSION JOINT FILLER
OR (2) LAYERS OF ASPHALT
IMPREGNATED FELT BOND
BREAKER
C.J.C.J.C.J.C.J.
C .J
C .J
C
.J
C .J
C
.J
3"
MIN
3"
MIN
. 3"
MIN
3"
MIN
1"
1"
1" 1"
C .J
D /3
D /3
D /3
S E
E F
T G
. S C
H E
D U
LE
D
PROVIDE FTG. REINF.
CONT. THRU JOINT. CLASS B SPLICE MAY
BE USED AT CONTRACTORS OPTION
(2) #5x3'-0" THRU JOINT
ATFOOTINGS WITHOUT
TOP REINF.
2" C
LR
T
O P
NEW POURPREVIOUS POUR
PROVIDE KEY FULL
WIDTH OF FTG.
3" EDGE OF SLAB
T/FTG ELEV.
SEE PLAN AND SCHEDULE
AND FOOTING SIZE
E.O.S. SEE PLAN
CL
12" LEG TYP. CONT. FOOTING
REINFORCING
PIPE SLEEVE 3" LARGER
THAN PIPE DIAMETER
#4 @12" O.C.
KEEP 6" MIN. OF
CONCRETE ALL AROUND
4#4 BARS
TRANSVERSE
POLYURETHANE BASED
INSULATING FOAM SEALANT
PROVIDE DEEPENED FTG.
AT PIPE
TOP OF SLEEVE DOES NOT INTERRUPT REINFORCING
NOTE: THIS DETAIL DOES
NOT APPLY IF TOP OF PIPE
IS MORE THAN 4'-0" BELOW
BOTTOM OF WALL FOOTING.
TYP.
3" CLR.
2" C
LR
PLACE THIS CONC.
AFTER COLUMN & SLAB
JOINTS ARE IN PLACE
S E
E P
LA
N
1/2" PRE-MOLDED JOINT
FILLER OR 2 LAYERS OF
ASPHALT IMPREGNATED FELT
BOND BREAKER
CONC. SLAB, SEE PLAN
VAPOR BARRIER
CRUSHED STONE BASE
COURSE
HEADED ANCHOR BOLT, SEE
BASE PLAT AND ANCHOR ROD
SCHEDULE
NOTE: PAINT ALL EXTERIOR STEEL TO BE
ENCASED IN CONCRETE WITH BITUMASTIC.
SEE PLAN
T/FTG
SEE PLAN
T/SLAB
SEE PLAN
3" CLR.
3" C
LR
1/2" PJF
T/SLAB
SEE PLAN
SLAB, SEE PLAN
WWR,
SEE PLAN
EXIST SLAB
VAPOR BARRIER,
SEE PLAN
EXIST WALL
EXIST FOOTING
EXISTING FOOTING
TOP OF NEW
FOOTING
CLEAN & ROUGHEN EXISTING
SURFACE APPLY EPOXY BONDING
AGENT PRIOR TO PLACEMENT OF
FRESH CONCRETE IN
ACCORDANCE WITH
MANUFACTURERS
RECOMMENDATIONS
DRILL HOLE INTO EXISTING FOOTING 10 BAR
DIAM'S DEEP BY ONE BAR DIAM+1/4" MAX. IN
DIAMETER AND EPOXY DOWEL INTO
FOOTING IN ACCORDANCE WITH
MANUFACTURERS RECOMMENDATIONS.
TOP OF SLAB
BOTTOM
OF SLAB
SLAB TURN DOWN
(2) LAYERS 15#
ASPHALT
IMPREGNATED FELT
EXISTING WALL
#4@24" SEE TYP
FOOTING DETAIL
EXISTING SLAB
H H
2'
-0
M A
X
2 "H" MIN
"D"
1'-6" MIN
48 DIA. LAP (TYP.)
CONTINUOUS FOOTING
REINFORCING
`Z' BARS SAME SIZE AND
NUMBER AS CONTINUOUS
FOOTING REINFORCING,
BEND AS SHOWN.
1 TRANSVERSE BARS
SEE FTG DETAILS
'D
1' - 0"
6" 6"
1/
2" C
LR
SLAB SEE PLAN
RAMP SLAB SEE PLAN
SEE RAMP WALL DETAILS
#4x4'-0" LONG @12" O.C.
1 1/2" CLR
1/2" PJF
(2)#4 CONT.
EDGE OF EQUIPMENT
SUPPORT LEG
#4@14" 0.C. EACH WAY
3/8" RADIUS,
TYP.
(2)#4 (2)#4
1' -0
M
IN
1'-0"
T /2
T /2
4"
T/GRADE
SEE CIVIL
MIN.
1'-0" th re e in ch es o ne fo ot 6"
Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot
6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot
6"
6"
VA FORM 08-6231
Revisions:
1 2 3 4 5 6 7 8 9
Date:
CONSULTANTS: ARCHITECT/ENGINEERS:
590 MEANS ST NW ATLANTA, GA 30318
Drawing Title:
Approved Project Director:
Project Title:
Location:
Date: Checked: Drawn:
Drawing Number:
Building Number:
Project Number:
Dwg. of
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
BID DOCUMENTS
MARTINSBURG, WV
501D & 502F
CONCRETE DETAILS CONSTRUCT DOM CLINIC
AND CLC ADMINISTRATION
ADDITION
S301
613-121
JUNE 27, 2018 SLW SLM
SCALE: 3/4" = 1'-0"S301
1 TYPICAL FOOTING INSTALLATION DETAIL
SCALE: 3/4" = 1'-0"S301
2 TYPICAL CONTINUOUS FOOTING REINFORCING
SCALE: 3/4" = 1'-0"S301
3 TYPICAL COLUMN ISOLATION JOINT DETAILS
SCALE: 3/4" = 1'-0"S301
6 TYPICAL WALL FOOTING CONSTRUCTION JOINT DETAIL
SCALE: 3/4" = 1'-0"S301
7 PERIMETER COLUMN FOOTING DETAIL
SCALE: 3/4" = 1'-0"S301
4 TYPICAL PIPE SLEEVE THRU FOOTING DETAIL
SCALE: 3/4" = 1'-0"S301
9 TYPICAL INTERIOR ISOLATED FOOTING DETAIL
SCALE: 3/4" = 1'-0"S301
11 TYPICAL NEW SLAB AT EXISTING WALL DETAIL
SCALE: 1" = 1'-0"S301
10 NEW TO EXISTING FOOTING DETAIL
SCALE: 3/4" = 1'-0"S301
5 TYPICAL STEPPED FOOTING DETAIL
SCALE: 3/4" = 1'-0"S301
8 SECTION AT WHEEL CHAIR LIFT
SCALE: 3/4" = 1'-0"S301
12 TYPICAL EQUIPMENT PAD DETAIL
SEE SCHED. (8)#6 MIN.
SEE SCHED. #4@12" O.C. MIN.
S E
E S
C H
E D
U
LE
P
IE
R L
E N
G T
H
SEE SCHED
PIER WIDTH
PIER SCHEDULE
MARK NO. LENGTH WIDTH VERT. REINF. TIES
ANCHOR BOLT
EMBEDMENT
P-1 1'-6" 1'-6" (8) #6 #4 @12" O/C 2'-6"
1-1/2" GROUT
FOR PIER SIZE & REINF. SEE PLAN
AND PIER SCHEDULE BELOW
2"
FOR COLUMN SIZE,
LOCATION, ORIENTATION
& TYPE SEE PLAN
FOR BASE PLATE SIZE
SEE TYP BASE PLATE
DETAILS
(4) TIES AT TOP @ 6"
FOR ANCHOR BOLT
SIZE SEE BASE
PLATE DETAILS
2"
B/PIER EL
SEE PLAN
EXISTING WALL FOOTING
FIELD VERIFY
S C
H E
D U
LE
S E
E P
IE
R
BOLT CENTERLINE
3" MIN. EDGE DIST. TO
DRILL HOLE INTO EXISTING FOOTING 10
BAR DIAM'S DEEP BY ONE BAR DIAM+1/4"
MAX. IN DIAMETER AND EPOXY DOWEL
INTO FOOTING IN ACCORDANCE WITH
MANUFACTURERS RECOMMENDATIONS.
CLEAN & ROUGHEN EXISTING SURFACE
APPLY EPOXY BONDING AGENT PRIOR TO
PLACEMENT OF FRESH CONCRETE IN
ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS. TYP EACH END OF
FOOTING
FOOTING ADDITION
SEE PLAN
M A
T C
H E
X
IS
T
IN
G 1'
-0
M
IN
SLAB BEYOND
FOUNDATION
INSULATION
BEYOND
EXTERIOR SIDEWALK SEE
ARCH AND CIVIL
DRAWINGS
EXISTING WALL
NOTE: NO FOOTING ADDITION REQUIRED
AT SIM CONDITION
SPLICE TYP.
CLASS B
SPLICE TYP.
CLASS B
S P
L
IC
E T
Y P
C
L A
S S
B
CORNER BARS SAME
SIZE & SPACING AS
HORIZ. BARS U.N.O.
CORNER BARS SAME
SIZE & SPACING AS
HORIZ. BARS U.N.O.
90 deg STD. HOOK
90 deg STD.
HOOK
90 deg STD.
HOOK
ALTERNATE
DIRECTION OF
HOOKS
END OF WALL
STD. HOOK IN
VERT. PLANE
DOUBLE CHAMFER
CLASS B SPLICE,
EXTEND 1/2 REBAR
THROUGH JOINT
EXPOSED SIDE
EXTEND 1/2
REINFORCEMENT
THRU JOINT
CONCEALED SIDE
DOUBLE CHAMFER
M
IN
4" TYP.
2" M
IN
. C
O V
E R
2" M
IN
. C
O V
E R
6" T
O
M
IN
2" M
IN
. C
O V
E R
EXPOSED SIDE
CONCEALED SIDE
EXTEND 1/2
REINFORCEMEN
T THRU JOINT
DOUBLE CHAMFER
CLASS B SPLICE,
EXTEND 1/2 REBAR
THROUGH JOINT
DOUBLE CHAMFER
TYP.
4"
3/4" CHAMFER
1 1/2"
/2
/4
/4
NOTE: MAX SPACING 30'-0"
CLASS B SPLICE
BOND
BREAKER
DOUBLE CHAMFER JOINT
AA
A- A
WALL
REINF. GREASE
THIS END CHAMFER JOINT
1"Ø DOWEL x 1'-
2"LG@12"O.C.
EXIST.
NEW
DRILL HOLE INTO EXISTING WALL 10 BAR
DIAM'S DEEP BY ONE BAR DIAM+1/4"
MAX. IN DIAMETER AND EPOXY DOWEL
INTO FOOTING IN ACCORDANCE WITH
MANUFACTURERS RECOMMENDATIONS.
FOOTING
REINF.
DRILL HOLE INTO EXISTING FOOTING 10
BAR DIAM'S DEEP BY ONE BAR DIAM+1/4"
MAX. IN DIAMETER AND EPOXY DOWEL
INTO FOOTING IN ACCORDANCE WITH
MANUFACTURERS RECOMMENDATIONS.
CLEAN & ROUGHEN EXISTING
SURFACE APPLY EPOXY BONDING
AGENT PRIOR TO PLACEMENT OF
FRESH CONCRETE IN ACCORDANCE
WITH MANUFACTURERS
RECOMMENDATIONS. TYP EACH END
OF FOOTING
TOP OF WALL TO MATCH EXISTING
EXPOSED FACE
OF WALL.
(3) #5 CONT.
ROUGHENED
SURFACE
#4 @ 24" o/c
#4 @ 12" o/c E.W.
#4 @ 12" o/c
T/FTG
-3'-6"
#5 @ 12" o/c
8"VENDOR DESIGNED
STAIR AND CONNECTION
TO CONCRETE
3/8" RADIUS
3" C
LR
1'
3" CLR.
2' - 0"
SLAB SEE PLAN
W.W.R
#4 DOWEL AT VERTICAL
BAR SPACING
V A
R
IE
S S
E E
P
LA
N
2x4 KEY
#4@18"O.C. CONT.
HORIZ. REINF.
NOTE:
SHORE WALL UNTIL BOTH
SLAB ON GRADES HAVE
ACHIEVED THEIR DESIGN
STRENGTH
#5@12"O.C. VERT.
REINF.
#5 DWLS.@12"O.C.
SLAB ON
GROUND- SEE PLAN
T E
N S
IO
N
L A
P S
P
LI
C E
C
LA
S S
B
1/4" ROUGHENED
SURFACE
T/FTG.=-3'-6"
(2) LAYERS OF 15# FELT
8"
R A
M P
S
LA
B
1' -0
M
IN
V A
R
IE
S A
T S
LO
P
IN
G
3#5 CONT.
#4@24" O.C 8" 8" 8"
3/4" COVER
4'-0" 6'-0" 8'-0" 12"
12" 10"
1'-6" 1'-0" 1'-0"
1'-2"
1'-2" 1'-2"
7'-6" 6'-0" 4'-6"
12" 12" 12"
18' 12" 12"
#5@12" #6@18" #5@18"
3'-0" 3'-6" 3'-0"
#5@12" #6@18" #5@18"
(7)#5 (7)#5 (4)#5
#6@12" #5@18" #5@18"
#5@12" #6@18" #5@18"
#5@18" #4@18" #4@18"
#4@18" #4@18" #4@18"
1452 psf 1256 psf
918 psf
CANTILEVERED RETAINING WALL SCHEDULE - ALLOWABLE BEARING CAPACITY = 2000 PSF
SOIL DENSITY=110PCF Kactive=.36 Kpassive=2.7 SLIDING FOS=2.0O.T. FOS=2.0FRICTION COEFF.=.525 hw ft.
A in.
B ft.
A1 in.
W ft.
T in.
K in.
01 ld in.
D Lb STAGGER
T&B >.18%Ag
M1 >.12%Ag
<3t or 18" o/c
Lw >.2%Ag
<3t or 18" o/c P
>.12% Ag
K1 BASE
PRESS.
A1 14" MN.
W
KI
C L
R
/2
C L R
C
L R
/2
B
K
M
IN
T
EARTH OR
FLOOR SLAB
T/FTG. SEE PLAN
C L R
3" CLR.
1 1/2" 1 1/2"
"A"
CLR.
3" ld
FLOOR SLAB
EARTH
Lb
CLR.
1 1/2"
D
P
NOT REQ'D
FOR 8" WALL
NOT REQ'D
FOR 8" WALL
Lw
Ml
OI
1/4" ROUGHEN
SURFACE
M
IN
hw
CONCRETE CAP
TO MATCH EXIST.
REFER TO ARCH
NOTES:
1. "A" AT BASE OF STEM. TAPER ON BACKFILL SIDE TO 10" MIN. AT TOP AT CONTRACTORS OPTION FOR EXTERIOR WALLS. THICKNESS "A" SHALL EXTEND FROM TOP TO BOTTOM AT INTERIOR WALLS.
2. REFER TO ARCH FOR FOUNDATION INSULATION REQUIREMENTS.
3. REFER TO 11/S302 FOR ADDITIONAL RETAINING WALL DETAILS.
CONCRETE
SLAB-ON-GROUND
VAPOR BARRIER
CRUSHED STONE
BASE COURSE
TYP
8"6"6"
1' -0
#4@18" O.C.
NOTE: EXTEND THICKENED
SLAB 1'-6" BEYOND EACH STRINGER
VENDOR DESIGNED STAIR AND
CONNECTION TO CONCRETE
3/16
3 SIDES
(2)#4 CONT
1' -0
WATERPROOFING
SEE ARCHITECTURAL
DRAINAGE MAT w/
GEOTEXTILE FABRIC
#57 STONE
FOUNDATION DRAIN
TO BREAK GRADE
NOTES:
1. REFER TO ARCH FOR TOP OF WALL
REQUIREMENTS
2. SEE 10/S302 FOR ADDITIONAL
RETAINING WALL DETAILS.
3. BACKFILL WALL PRIOR TO
INTERIOR FLOOR INSTALLATION-
BRACE WALL IF UTILIZING HEAVY
EQUIPMENT TO BACKFILL WALL.
1/2" PJF
SLAB ON
GRADE-
SEE PLAN
TYP
3" CLR
C L R
/2
" 3" CLR.
C
LR3"
CLR.
1 1/2"
CLR.
1 1/2"
SEE NOTE 1
th re e in ch es o ne fo ot 6"
Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot
6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot
6"
6"
VA FORM 08-6231
Revisions:
1 2 3 4 5 6 7 8 9
Date:
CONSULTANTS: ARCHITECT/ENGINEERS:
590 MEANS ST NW ATLANTA, GA 30318
Drawing Title:
Approved Project Director:
Project Title:
Location:
Date: Checked: Drawn:
Drawing Number:
Building Number:
Project Number:
Dwg. of
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
BID DOCUMENTS
MARTINSBURG, WV
501D & 502F
CONCRETE DETAILS CONSTRUCT DOM CLINIC
AND CLC ADMINISTRATION
ADDITION
S302
613-121
JUNE 27, 2018 SLW SLM
SCALE: 1 1/2" = 1'-0"S302
9 PIER DETAIL
SCALE: 3/4" = 1'-0"S302
8 TYPICAL PIER SECTION AT EXISTING RETAINING WALL
SCALE: 3/4" = 1'-0"S302
1 TYPICAL WALL REINFORCING DETAILS
SCALE: 3/4" = 1'-0"S302
3 VERTICAL CONTRACTION JOINT WALLS
SCALE: 1 1/2" = 1'-0"S302
2 WALL CONSTRUCTION JOINT DETAIL
SCALE: 1 1/2" = 1'-0"S302
6 DOWEL NEW TO EXISTING WALL
SCALE: 3/4" = 1'-0"S302
4 SECTION AT STAIRS
SCALE: 3/4" = 1'-0"S302
7 RAMP WALL DETAIL
SCALE: 3/4" = 1'-0"S302
10 RETAINING WALL SECTION DIM.'S AND REINF.
SCALE: 3/4" = 1'-0"S302
5 TYPICAL THICKENED SLAB AT STAIR LANDING
SCALE: 3/4" = 1'-0"S302
11 RETAINING WALL DETAIL
3" CLR
3" CLR
3" C
LR
#4@24"
WWR SEE PLAN
1' -0
1'-0"
VAPOR BARRIER
EXISTING WALL
BOTTOM OF EXISTING BEAM
(2)#5 CONT
1/2" PJF
3'-0"
7"
EXISTING TUNNEL WALL
3" CLR
3" CLR
3" C
LR
#4@24"
1' -0
1'-0"
VAPOR BARRIER
EXISTING WALL
1/2" PJF
3'-0"
7"
WWR SEE PLAN
2'
R E
F
1/2" PJF
3/8' RADIUS
#4@24" O.C.
3'-0"
V A
R
IE
S
11"
W.W.R. SEE PLAN
S E
E P
LA
N
S
LA
B
T
1' -0
(2)#5 CONT.
#4@48" O.C.
3" C
LR
2'-0"
3" CLR.
#5 CONT
VAPOR BARRIER
VA
R
IE
S
W
IT
H R
A M
P S
LO
P
E 2'
-0
M
IN
3'
-3
M A
X
V A
R
IE
S 1'
-3
M A
X
1'
3"
2"
EXISTING GRADE
EXISTING GRADE
EXISTING RETAINING WALL
EXISTING RETAINING WALL
COLUMN SEE PLANCOLUMN SEE PLAN
2'
CRUSHED STONE
BASE OVER FOOTING
SEE SCHEDULE
SEE SCHEDULEVAPOR BARRIER
LONGITUDINAL GRADE
BEAM BEYOND
LONGITUDINAL GRADE
BEAM BEYOND
FOOTING SEE PLAN
SLAB SEE PLAN
#4@24" O.C. BEYOND
3'-0"
11"
2' -1
CLEAN & ROUGHEN EXISTING
SURFACE APPLY EPOXY BONDING
AGENT PRIOR TO PLACEMENT OF
FRESH CONCRETE IN ACCORDANCE
WITH MANUFACTURERS
RECOMMENDATIONS. TYP EACH END
OF FOOTING
DRILL HOLE INTO EXISTING WALL 10 BAR
DIAM'S DEEP BY ONE BAR DIAM+1/4" MAX.
IN DIAMETER AND EPOXY DOWEL INTO
WALL IN ACCORDANCE WITH
MANUFACTURERS RECOMMENDATIONS.
TYP EACH END OF FOOTING
(2) #5 CONT
#5 CONT
EXISTING CONCRETE DUCT BANK TO
REMAIN. EXACT DEPTH OF DUCT
BANK UNKNOW. SLOPES UP FROM
BELOW GROUND LEVEL AT
DEMENTIA BUILDING TO EXISTING
MAN HOLE AT CONNECTOR. FIELD
VERIFY EXISTING CONDITIONS AS
NEEDED TO PERFORM NEW WORK
4' - 7 1/8" REF. 9' - 8" REF. 1' - 10" REF.
VAPOR BARRIER
FOUNDATION
INSULATION SEE
ARCH
SIDE WALK SEE
ARCH AND CIVIL TYP
EIFS SEE ARCH
FOUNDATION
INSULATION
SEE ARCH
GRADE BEAM BARS
CONTINUOUS THROUGH
FOOTING
135º SESIMIC HOOK TYP.
TOP AND BOTT.
2' - 0" 2' - 0"
SPLICE TYP.
4' - 0"
#6 AT FOOTING
BAR SPACING TYP.
#4@12" TYP
EXISTING GRADE
EXISTING GRADE
SIDE WALK
SEE ARCH
AND CIVIL
TYP
EXISTING RETAINING WALL
EXISTING RETAINING WALL
6" LIGHT GAUGE
STUD TYP
EIFS SEE ARCH
(4) #8 CONT
VAPOR BARRIER
SLAB SEE PLAN
#4@24" O.C.
3'-0"
11"
2' -1
CLEAN & ROUGHEN EXISTING
SURFACE APPLY EPOXY BONDING
AGENT PRIOR TO PLACEMENT OF
FRESH CONCRETE IN ACCORDANCE
WITH MANUFACTURERS
RECOMMENDATIONS. TYP EACH END
OF FOOTING
DRILL HOLE INTO EXISTING WALL 10 BAR
DIAM'S DEEP BY ONE BAR DIAM+1/4" MAX.
IN DIAMETER AND EPOXY DOWEL INTO
WALL IN ACCORDANCE WITH
MANUFACTURERS RECOMMENDATIONS.
TYP EACH END OF FOOTING
(2) #5 CONT
#5 CONT
EXISTING CONCRETE DUCT BANK TO
REMAIN. EXACT DEPTH OF DUCT
BANK UNKNOWN. SLOPES UP FROM
BELOW GROUND LEVEL AT
DEMENTIA BUILDING TO EXISTING
MAN HOLE AT CONNECTOR. FIELD
VERIFY EXISTING CONDITIONS AS
NEEDED TO PERFORM NEW WORK
4' - 7 1/8" REF. 9' - 8 1/4" REF. 1' - 9 3/4" REF.
TYP
1'-6"
T Y
P
1'
#4@12" TYP.
3"
GRADE BEAM
GRADE BEAM
A T
S
LO
P E
D R
A M
P
-2
V A
R
IE
S
A T
S
LO
P E
D R
A M
P
-2
V A
R
IE
S
SEE SCHEDULE ON S102
FOUNDATION
INSULATION
SEE ARCH
FOUNDATION
INSULATION
SEE ARCH
FOUNDATION
INSULATION
SEE ARCH
2"
2' - 0" 2'-0"
1-1/2" GROUT
FOR PIER SIZE & REINF. SEE PLAN
AND PIER SCHEDULE BELOW
2"
FOR COLUMN SIZE,
LOCATION, ORIENTATION
& TYPE SEE PLAN
FOR BASE PLATE SIZE
SEE SCHEDULE
(4) TIES AT TOP @ 6"
FOR ANCHOR BOLT
SIZE SEE BASE
PLATE DETAILS
FOR FOOTING SIZE &
REINF. SEE FOOTING
SCHEDULE
2"
TYP.
3" CLR.
3" C
LR
T/FTG
EL. SEE PLAN
2 TIES IN FTG.
S C
H E
D U
LE
S E
E P
IE
R
BOLT CENTERLINE
MIN. EDGE DIST. TO
PIER SCHEDULE
MARK NO. LENGTH WIDTH VERT. REINF. TIES
ANCHOR BOLT
EMBEDMENT
P-2 1'-6" 1'-6" (6) #6 #4 @12" O/C 2'-6"
FACE OF WALL
WALL FOOTING BEYOND
PLAN VIEW
SEE SCHED. (6)#6 MIN.
SEE SCHED. #4@12" O.C. MIN.
th re e in ch es o ne fo ot 6"
Department of Veterans Affairs on e an d on e ha lf in ch es o ne fo ot
6" on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ei gh th in ch o ne fo ot
6"
6"
VA FORM 08-6231
Revisions:
1 2 3 4 5 6 7 8 9
Date:
CONSULTANTS: ARCHITECT/ENGINEERS:
590 MEANS ST NW ATLANTA, GA 30318
Drawing Title:
Approved Project Director:
Project Title:
Location:
Date: Checked: Drawn:
Drawing Number:
Building Number:
Project Number:
Dwg. of
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
BID DOCUMENTS
MARTINSBURG, WV
501D & 502F
CONCRETE DETAILS CONSTRUCT DOM CLINIC
AND CLC ADMINISTRATION
ADDITION
S303
613-121
JUNE 27, 2018 SLW SLM
SCALE: 3/4" = 1'-0"S303
1 SECTION AT EXISTING TUNNEL BEAM AT CLC ADMIN
SCALE: 3/4" = 1'-0"S303
2 SECTION AT RAMP TURN DOWN
SCALE: 3/4" = 1'-0"S303
4 SECTION AT CONNECTOR FOOTING
SCALE: 3/4" = 1'-0"S303
3 SECTION AT CONNECTOR GRADE BEAMS
SCALE: 3/4" = 1'-0"S303
5 TYPICAL IN WALL PIER SECTION
SCALE: 3/4" = 1'-0"S303
6 TYPICAL IN WALL PIER DETAIL
(2)-#5 BARSx5'-0" LG.
AT MID-DEPTH OF SLAB
EDGE OF SLAB
WALL/FOOTING
BELOW
#4x4'-0" LG. +8" STD. HK.
AT MID-DEPTH OF SLAB
NOTE:
S.O.G. CORNER BAR @ RE-ENTRANT
CORNER & OTHER SIMILAR CONDITIONS
S E
E P
LA
N
T
WWR,
SEE PLAN
VAPOR
BARRIER
CRUSHED STONE
BASE COURSE
SAW CUT 1/8" TO 1/4" WIDE x 1/4 OF SLAB
THICKNESS JOINT WITHIN 12 HOURS OF
CONCRETE PLACEMENT
T/ SLAB
SEE PLAN
TYPICAL KEYWAY DIMENSIONS
1/10 T
3/4" MIN.
1/
T
1/
T
1/ 2"
M
IN
2"
2" 2"
S E
E P
LA
N
T
WWR,
SEE PLAN
VAPOR
BARRIER
CRUSHED STONE
BASE COURSE
CONCRETE
SLAB-ON-GRADE
T/SLAB
SE…
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