36C25622R0014 - ARCH REC DWGS 40(AE-514).pdf
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- Solicitation number
- 36C25622R0014
About this file
This document package contains architectural drawings and specifications for a federal construction project. The project involves replacing multiple flat roofs at the Biloxi Veterans Affairs Medical Center campus. Work includes removal of existing roofing systems down to the decking, installation of new tapered insulation, roof membranes, flashing, and other roofing components. Additional scope includes roof hatches, drains, equipment curbs, guardrails, ladders, and fall protection components as detailed. The solicitation is identified as number 36C25622R0014 and is issued by the Department of Veterans Affairs Veterans Health Administration VISN 16 to replace roofs on multiple buildings. The response due date and award date are not provided in this document package.
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Text version
1' -0
GASKET
SPRING LATCH W/ PADLOCK
ALUMINUM COVER W/
INSULATION
AUTOMATIC HOLDER OPEN
ARM AND COVER RELEASE
COMBINATION LOCK
STRIKE AND PADLOCK
CURB W/ INTEGRAL
CAP FLASHING
ELASTOMERIC
FLASHING
MODIFIED
BITUMEN
ROOFING
SYSTEM
CONCRETE AND METAL
DECKING, SEE STR DWGS
1" RIGID INSUL
AROUND OUTSIDE
CURB
4'-0".
1' -0
M
IN
C4 FRAMING
ROOF
INSULATION W/
PROTECTION
BOARD
STRAINER BASKET
MEMBRANE CLAMP
MODIFIED BITUMEN
ROOFING SYSTEM
CONCRETE AND
METAL ROOF DECK
STORM PIPE
DECK
CLAMP
INSULATION W/ PROTECTION
BOARD - SLOPE TO DRAIN
EXTENSION
3"
3'-8"
PREFINISHED SHEET METAL
CAP FLASHING
MODIFIED BITUMEN
ROOFING SYSTEM
CANT STRIP
TAPERED ROOFING
INSULATION W/
PROTECTION BOARD
CONCRETE AND METAL
DECK ROOF SLAB
L4x4x1/4 FRAMING
MOUNTED EQUIPMENT VARIES
ELASTOMERIC
FLASHING
2" INSULATED PREFAB ROOF
CURB WITH WOOD NAILER
ROOF SLAB CONTINUES AT MECHANICAL
UNITS MUA-1 AND MUA-2
8" M
IN METAL FLASHING
MODIFIED
BITUMEN
ROOFING
SYSTEM
ROOF INSULATION
W/PROTECTION
BOARD
CONCRETE
AND METAL
DECKING
CLAMP PIPE TO
ROOF DECK
PIPE AS SCHEDULED 1'
-0
3' -6
7/
8" 2'
-0
8"
1 1/4" X-STRONG PIPE TOP & BOTTOM RAIL
1 1/4" X-STRONG PIPE POSTS @ 4'-6" OC MAX
3/4" STD PIPE PICKETS @ LESS THAN 4" OC MAX
ELASTOMERIC FLASHING UP & OVER CMU
METAL CAP FLASHING
C6x8.2 CAP
ELASTOMERIC FLASHING
ELASTOMERIC FLASHING BOOT W/CLAMP
AND SEALANT
MODIFIED BITUMEN
ROOFING SYSTEM
TAPERED ROOF
INSULATION
W/PROTECTION
BOARD
CANT STRIP
BOND BEAM, SEE
STRUCTURAL
CONCRETE FILL
OVER METAL DECK
STEEL BEAM, SEE STR DWGS
HSS POST, SEE
STRUCTURAL, FILL
VOID W/ FOAM
INSULATION
PRECAST CONCRETE COPING
HSS 4x4, SEE STR DWGS
SIDE ELEVATION FRONT ELEVATION
PLAN
7" 7"
METAL BAR GRATING
PARAPET COPING
BELOW
RAIL
METAL BAR GRATING
PLATFORM
3" HIGH TOE BOARD
EA SIDE
TOP OF PARAPET
3/4" DIA BAR RUNGS
AT 12" OC (TYP)
LINE OF NEAREST
OBSTUCTION
TOP OF PARAPET
PLATFORM
2'-4".
3' -6
MODIFIED BITUMEN
ROOFING SYSTEM
3/8"x2 1/2"
FLATBAR SIDE RAILS
FACE OF BUILDING
4"x8-1/4"x3"x1/4"
WALL BRACKET-SEAL
ALL PENETRATIONS
THRU WALL
3/4" DIA BAR RUNGS
AT 12" OC PUNCHED
INTO SIDE RAIL AND
WELDED
3" HIGH TOEBOARD
EA SIDE
METAL BAR GRATING
PLATFORM - 4" MIN
CLEAR OF COPING
INTERMEDIATE RAIL
CLEAR
2'-0"
2' -3
/2
CLEAR
2'-0"
9' -7
/8
R
U N
G S
'-0
O C
'-0
MODIFIED BITUMEN
ROOFING SYSTEM
MID ROOF TOS
123'-0"
LOW ROOF TOS
115'-4"
3' -6
/8
(4 '-0
M
A X
3' -6
/8
1'-4"
7" 11 3/4" 6 3/4"
M A
X
1' -4
FRONT ELEVATION SIDE ELEVATION
2'-0"
INTERMEDIATE RAIL
4"x8-1/4"x3"x1/4" WALL
BRACKET SEAL ALL
PENETRATIONS THRU
WALL
SAFETY CAGE
3/4" DIA BAR RUNGS AT
12" OC MAX WELDED
TO SIDE RAILS
PROVIDE
LOCKABLE ENTRY
BAR AT BOTTOM
OF SAFETY CAGE
FINISH FLOOR
CLEAR
1'-4"
'-3
/8
3' -6
'-3
/8
4' -0
4'
-3
/8
2'-7" 7"
2'-3"
TY
P
1' -0
4' -0
'-9
/2
ABOVE TRANSITION
2'-0" RAIL CLEAR
2'-4"
2'-8"
MECH PLATFORM LEVEL
115'-9 1/2"
LEVEL 1
100'-0"
6' -9
/4
3/8"x2-1/2" FLATBAR
SIDE RAILS
4"x8-1/4"x3"x1/4" WALL
BRACKET SEAL ALL
PENETRATIONS THRU
WALL
M A
X
1' -0
CONCRETE AND METAL
DECK FLOOR SLAB
8" CMU
SECURE RAIL TO FLOOR SLAB W/
3x3x1/4"x3" LONG ANGLE
ANCHORED TO FLOOR W/
EXPANSION BOLT
AE-514
AE-514
AE-514
AE-514
2' -4
2"x1/4" HORIZ
BANDS (TYP)
1-1/2"x3/16" VERT BARS
(TYP) - SHALL BE INSIDE
HORIZ BANDS AND
ATTACHED TO THEM
LADDER
FACE OF WALL
2'-3" 7"
C
LE
A R
2' -0
SIDE RAIL BELOW AT 45 DEG
TRANSITION FROM 1'-4"
WIDTH TO 2'-0" WIDTH
WALL BRACKET
BELOW
START OF
PLATFORM
2'-0"
40.0° 10.0° 30.0°
C
LE
A R
1' -4
2' -4
2"x1/4" HORIZ
BANDS (TYP)
1-1/2"x3/16" VERT BARS
(TYP) - SHALL BE INSIDE
HORIZ BANDS AND
ATTACHED TO THEM
LADDER
8" CMU WALL
2'-3"
2'-7"
2' -8
40.0° 10.0° 30.0°
1/
2" M
IN
V
E R
IF
Y
IN
F
IE
LD
4"
ELASTOMERIC FLASHING
MODIFIED BITUMEN
ROOFING SYSTEM
ELASTOMERIC BOOT FLASHING
METAL BAR CLAMP W/SEALANT
TAPERED ROOF INSULATION
W/PROTECTION BOARD
HSS6x6 SUPPORT, SEE
STR DWGS
CONCRETE AND METAL
ROOF DECK
STEEL BEAM, SEE STR
DWGS
5' -0
O
R
'-0
V E
R
IF
Y
HSS HORIZ SUPPORTS FOR PV
PANELS, SEE STR DWGS
1'-6"
CONC SLAB
1/2" COMP FILLER
3000 PSI AIR ENTRAINED CONC FILL
DOMED FINISH AT TOP, PAINT TO MATCH
PIPE
6"Ø SCH 40 STEEL PIPE, DE-BURR ALL CUT
EXPOSED EDGES, FIELD FINISH OVER
FACTORY PRIMED SURFACE
4' -0
2'
-6
6"
CONC FOOTING,
SLOPE TOP TO
SHED WATER
SET IN CONCRETE
2 1/2" 6" 7 1/2"
2' -8
1' -0
1"
5" 4"
5" 4" 6"
3" 10
PLAN
SECTION
HSS6x6x3/8" POST WELDED
TO STEEL PLATE
3/4" STEEL PLATE ANCHORED
TO CONCRETE SLAB
W/EXPANSION ANCHORS
STEEL BRACING WELDED TO
HSS AND STEEL PLATE
CONCRETE SLAB ON GRADE
4"x5"x13" RUBBER CUSHION
BLOCK
GAVL 12 GA STEEL
W-BEAM GUARDRAIL
2'-0"
CONC SLAB
1/2" COMP FILLER
3000 PSI AIR ENTRAINED CONC FILL
DOMED FINISH AT TOP, PAINT TO MATCH
HSS
HSS 12x12x1/4", DE-BURR ALL CUT
EXPOSED EDGES, FIELD FINISH OVER
FACTORY PRIMED SURFACE
4' -0
3'
-0
CONC FOOTING,
SLOPE TOP TO
SHED WATER
6" 1'-0" 6"
3/
4"
6"
LAMINATED DOCK BUMPER
6"
6" 1'-0"
1/
2"
HSS 12x12x1/4", FILL W/CONCRETE
LAMINATED DOCK BUMPER
4x3x1/4" ANGLE BOLTED TO HSS
PLAN
SECTION
3' -0
DOCK BUMPER
GALVANIZED CURB ANGLE
INSTALLED FLUSH WITH DOCK FLOOR
DOCK FINISH FLOOR
PRE-SET ANCHOR BOLT
PER MFR'S
INSTRUCTIONS
2" 4"
4" 2"
1' -0
6"
SIDE ELEVATION
2'-0"
INTERMEDIATE RAIL
4"x13 1/2"x3"x1/4" WALL
BRACKET
SAFETY CAGE
3/4" DIA BAR RUNGS AT
12" OC MAX WELDED
TO SIDE RAILS
PROVIDE
LOCKABLE ENTRY
BAR AT BOTTOM
OF SAFETY CAGE
FINISH FLOOR
3' -6
'-3
/8
4' -0
4'
-3
/8
2'-7"
2'-3"
TY
P
1' -0
4' -0
'-9
/2
MECH PLATFORM LEVEL
115'-9 1/2"
LEVEL 1
100'-0"
3/8"x2-1/2" FLATBAR
SIDE RAILS
M A
X
1' -0
CONCRETE AND METAL
DECK FLOOR SLAB
HSS 3x3x1/4" ANCHORED
TO FLOOR AND
STRUCTURE ABOVE
SECURE RAIL TO FLOOR SLAB
W/ 3x3x1/4"x3" LONG ANGLE
ANCHORED TO FLOOR W/
EXPANSION BOLT
AE-514
AE-514
4"x10 1/4"x3"x1/4" WALL
BRACKET
SIM
3000 PSI AIR ENTRAINED CONC FILL
DOMED FINISH AT TOP, PAINT TO MATCH
PIPE
6"Ø SCH 40 STEEL PIPE, DE-BURR ALL
CUT EXPOSED EDGES, FIELD FINISH
OVER FACTORY PRIMED SURFACE
BASE PLATE 3/4" x 13" SQ
3/4" HILTI KWIK-BOLT TZ
EXPN ANCHOR, 4 REQ'D
CONC SLAB, SEE STR
4' -0
1"
3"
ANCHORED TO CONCRETE SLAB
3/
4"
N
P L A N N I N G
A R C H I T E C T U R E
E N G I N E E R I N G
I N T E R I O R S
8600 Indian Hills Drive
Omaha, NE 68114-4039 USA
Tel 402-391-8111 Fax 402-391-8564
EST. 1915
757 St. Charles Avenue
New Orleans, LA 70130 USA
Tel 504-524-4634 Fax 504-524-5128
JOINT VENTURE
Architect Project No. Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg.
Revisions Date
CONSULTANTS:
BILOXI, MS
ARCHITECT/ENGINEERS: 520-317S
31, 35
Office of Construction and
Facilities Management o n e e ig h th in c h o n e fo o t 1
B
A
C
D
E
F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs 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 e ig h th s 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
VA FORM 08-6231, OCT 1978
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Department of Veterans Affairs
/1
/2
:5 :5
P
M
001-10017-021
GMR DGL08/06/12
BILOXI VAMC LAUNDRY / DIETETICS
AE-514
DETAILS
SCALE: 1 1/2" = 1'-0"1 ROOF ACCESS HATCH
SCALE: 1 1/2" = 1'-0"2 ROOF DRAIN (OVERFLOW DRAIN SIM)
SCALE: 1 1/2" = 1'-0"3 EXHAUST FAN & ROOF EQUIPMENT CURB
SCALE: 1 1/2" = 1'-0"4 VENT PIPE FLASHING
SCALE: 1 1/2" = 1'-0"5 GUARDRAIL DETAIL @ ROOF
SCALE: 1/2" = 1'-0"7 LADDER TO ROOF
SCALE: 1/2" = 1'-0"8 CAGED LADDER
SCALE: 1 1/2" = 1'-0"10 CAGED LADDER ABOVE MECHANICAL SERVICE MEZZANINE
SCALE: 1 1/2" = 1'-0"11 CAGE LADDER BELOW MECHANICAL SERVICE MEZZANINE
SCALE: 1 1/2" = 1'-0"6 ROOF SUPPORT DETAIL FOR PV PANELS
SCALE: 3/4" = 1'-0"14 PIPE BOLLARD DETAIL (EXTERIOR LOCATIONS)
SCALE: 3/4" = 1'-0"12 VEHICLE BARRIER DETAIL
SCALE: 3/4" = 1'-0"16 BOLLARD DETAIL WITH DOCK BUMPER
SCALE: 1 1/2" = 1'-0"13 DOCK BUMPER DETAIL - LAMINATED
SCALE: 1/2" = 1'-0"9 CAGED LADDER@ ROOM 202
SCALE: 3/4" = 1'-0"15 PIPE BOLLARD DETAIL (INTERIOR LOCATIONS)
RECORD DRAWINGS
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