PRARNG_EHMS_Camp Santiago_DWG A-551_Amendment 02_08-Mar-2024.pdf
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- Solicitation number
- W912LR24B0001
- Issued by
-
Department of the Army National Guard
About this file
This document package includes construction drawings and specifications for the Puerto Rico Army National Guard's Engineering Housing and Maintenance Shop project at Camp Santiago Joint Training Center in Salinas, Puerto Rico. The drawings provide details for a new building's roof system, including pipe boots, equipment curbs, roof access hatches, drains, scuppers, insulation, membrane, and perimeter blocking. Specifications cover materials and installation requirements for these roof elements.
The related federal contract opportunity is solicitation number W912LR24B0001 from the Department of the Army National Guard. The solicitation seeks bids for construction of the new DPW Building at Camp Santiago Joint Training Center in Salinas. The contractor will provide all labor, materials, equipment, and incidentals to complete the general construction work as detailed in the statement of work.
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Text version
PIPE - REFER TO
PLUMBING
SEALING MASTIC BY
ROOF MEMBRANE
MANUFACTURER
STAINLESS STEEL
CLAMPING RING
PIPE BOOT PER ROOFING
MFR'S RECOMMENDATION
MIN 1" TURN-UP ON PIPE
SEALANT
CONTINUOUS WELD TO
MEMBRANE
MEMBRANE CAP
STEEL DECK
SECURE FLUE TO
STRUCTURE BELOW
ROOF - INDICATE METHOD
OF ATTACHMENT ON
SHOP DRAWINGS
MEMBRANE ROOFING
NOTES:
1. INSTALL PIPE BOOT PER MANUFACTURER'S RECOMMENDATIONS
2. SECURE PIPE TO STRUCTURE BELOW ROOF
8"
M
IN
MECHANICAL EQUIPMENT.
REFER TO MECHANICAL
PREFABRICATED
INSULATED CURB
TERMINATION BAR
FASTEN 12" OC
SHEET METAL COUNTER
FLASHING
MEMBRANE FLASHING
MEMBRANE ROOF
ASSEMBLY
ROOF OPENING FRAMING.
REFER TO STRUCTURAL
ROOF OPENING
ANCHOR CURB TO
ROOF DECK
GALVANIZED STEEL
BRACKETS ANCHORED TO
ROOF HATCH
SELF CLOSING GATE
POST SUPPORTS
ANCHORED TO ROOF HATCH
A B
O V
E T
H E
R O
O F
S U
R F
A C
E
POST HINGE
STAINLESS
STEEL
TORSION ROD
GATE HINGE
NOTE: RAILING SHALL BE PAINTED
LATCH
STEEL FRAMING - REFER TO STRUCTURAL
PREFINISHED METAL
COUNTER FLASHING
ROOF ACCESS HATCH
WITH INTEGRAL
FLASHING AND
INSULATED CURB
LADDER
SAFETY POST
PARTITION AS INDICATED - REFER TO PLAN
PREFINISHED PREFORMED
METAL CRICKET
PREFINISHED METAL
COUNTERFLASHING
EQUAL
CLEAR OPENING
AS SPECIFIED EQUAL
NOTE: FOR ROOF ACCESS HATCH
SAFETY RAIL, REFER TO A2 / A-553
LOW PROFILE DOMED
ROOF DRAIN
COMPRESSION RING
DRAIN CLAMP
STEEL PLATE -
REFER TO
STRUCTURAL
DRAWINGS
FLASHING
COMPOUND
DRAIN LINE
UNSUPPORTED MEMBRANE PER
MFR.'S RECOMMENDATIONS
MEMBRANE ROOFING
SYSTEM TUCK ROOFING
UNDER SUMP
ROOF INSULATION
NOTE:
TAPER INSULATION TO 1" AT
DRAIN TO ACHIEVE A SMOOTH
TRANSITION TO DRAIN BOWL
2"
LOW PROFILE DOMED
ROOF DRAIN
COMPRESSION RING
DRAIN CLAMP
STEEL PLATE -
REFER TO
STRUCTURAL
DRAWINGS
FLASHING
COMPOUND
DRAIN LINE
UNSUPPORTED MEMBRANE PER
MFR.'S RECOMMENDATIONS
MEMBRANE ROOFING
SYSTEM TUCK ROOFING
UNDER SUMP
ROOF INSULATION
NOTE:
TAPER INSULATION TO 1" AT
DRAIN TO ACHIEVE A SMOOTH
TRANSITION TO DRAIN BOWL
ROOF DRAIN - REFER
TO DETAIL B4 / A-553
ROOF OVERFLOW
DRAIN - REFER TO
DETAIL B5 / A-553
NOT TO SCALE
2' - 0"
DOWNSPOUT.
REFER TO A1 / A-551
SHEET METAL
CONDUCTOR
HEAD. REFER TO
D3 / A-553
SEALANT AND BACKER ROD,
BEYOND
FLASHING
SCUPPER FLANGE
METAL BOX INSERT
CUT-EDGE SEALANT
MIN 1 1/2" CONTINUOUS
WELD
MEMBRANE
ADHESIVE
FASTENERS AT 6" O.C.
STAGGERED 1" TREATED
WOOD NAILER ANCHORED
TO DECK
POLYURETHANE SEALANT
4" 4"
4"
STEEL DECK - REFER TO
STRUCTURAL DRAWINGS
4" BOARD INSULATION (MIN.
R-20) - MECHANICALLY FASTEN
TO ROOF DECK
TPO ROOFING
1/2" COVER BOARD
2" 1/2"
EQ 5" EQ
SCUPPER (BEYOND)
LINE OF ROOF/CRICKET BEYOND
SHEET METAL
CONDUCTOR HEAD
D2
A-551
4" 4" 1"
4"
5" WIDE x 4" DEEP
DOWNSPOUT. REFER TO
1' - 6"
UNLESS OTHERWISE NOTED
2' - 0" 1' - 6"
8"
D1
A-551
OVERFLOW SCUPPER
NOTE: OVERFLOW SCUPPER OPPOSITE
WHERE INDICATED ON ELEVATIONS
3"
1/2"
2"
MEMBRANE
METAL BOX INSERT
POLYURETHANE SEALANT
SCUPPER FLANGE
FLASHING
DRIP EDGE
3" M
A X
ROOFING SYSTEM AS INDICATED
10d NAILS (STAGGERED 6")
AT 12" OC TYPICAL - TOENAIL
WOOD BLOCKING SHALL COMPLY
WITH FM GLOBAL LOSS
PROTECTION DATA SHEETS 1-49
PERIMETER 2x6 SOLID WOOD
BLOCKING OR NAILERS AS
INDICATED - TYPICAL
#10 STEEL SELF-TAPPING DECK
SCREWS STAGGERED AT 9" OC
1/2" COVER BOARD
TYPICAL ROOF CONSTRUCTION
AS INDICATED
NOTE:
PROVIDE THIS FASTENING METHOD AT ALL
PERIMETER BLOCKING/NAILERS AT ROOF
WHERE INSULATION THICKNESS IS
GREATER THAN 3" AND LESS THAN 6".
ROOF DECK
BOTTOM OF CANOPY
EL:9' - 0"
8"
4' - 0"
ANCHOR POINT
EL:9' - 7"
TOP BRACKET
EL:12' - 5"
CAST ALUMINUM BRACKET
BY MANUFACTURER
SUPPORT ROD - ZINC PLATED
AND POWDER COATED
INTERLOCKING DECK PAN
INTEGRAL CUTTER
WITH SCUPPER AT
CORNER AWAY
FROM THE BUILDING
FLASH AND SEAL AT
FACE OF BUILDING
ATTACHMENT BY MANUFACTURER
MEMBRANE
METAL BOX INSERT
POLYURETHANE SEALANT
SCUPPER FLANGE
FLASHING
DRIP EDGE
ALUMINUM WALL BRACKET
BY LADDER MFR.
ALUMINUM WALL BRACKET
BY LADDER MFR.
SAFETY POST
SAFETY RAIL,
REFER TO
FINISH FLOOR
EL: 100' - 0"
1'
0"
1' -0
M
A X
IM
U
M 7"
ALUMINUM WALL BRACKET
BY LADDER MFR.
ALUMINUM
FIXED LADDER
A-551
A1 /A2 A-551
6"
D
C
B
A
1 2 3 4 5
Designed:
Drawn :
Checked:
Drawing No.:
Date:
Drawing Title:
Jacobs Project No.:
Scales:
P U
E R
T O
R
IC
O A
R M
Y N
A T
IO
N
A L
G U
A R
D C
A M
P S
A N
T
IA
G O
S A
L
IN
A S
P
U E
R T
O R
IC
O
E N
G
IN
E E
R
IN
G H
O U
S
IN
G
M A
IN
T
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A N
C E
S H
O P
E
H M
S
D3250109
DATEREV DESCRIPTION
501 North Broadway, Saint Louis, Missouri 63102
Metro Office Park 17 Street 2, Suite 400, Guaynabo, PR 00968
CH2M HILL‐
HDR JV
BID FINAL 100% DESIGN
B
IM
/U
S P
R T
B D
P
R A
R N
G P
R A
R N
G E
H M
S /P
R A
N G
E H
M S
A rc h .r v t
/7
/2
:4
:5
P
M
A-551RAM
DM
AT
ARCHITECTURAL
ROOF
DETAILS
2 JUNE 2023
1 1/2" = 1'-0"A5
PIPE BOOT DETAIL
A-131
3" = 1'-0"A4
EQUIPMENT CURB FLASHING DETAIL
NOT TO SCALEA2
ROOF ACCESS HATCH SAFETY RAIL
1 1/2" = 1'-0"
A-551
A1
DETAIL AT ROOF ACCESS HATCH
1 1/2" = 1'-0"B5
ROOF OVERFLOW DRAIN
1 1/2" = 1'-0"B4
ROOF DRAIN
NOT TO SCALEC5
ROOF DRAIN DETAIL
1 1/2" = 1'-0"
A-551
D2
SCUPPER SECTION DETAIL
1 1/2" = 1'-0"D5
TYPICAL TPO ROOF COMPOSITION
A-131
1 1/2" = 1'-0"D3
CONDUCTOR HEAD AND OVERFLOW ELEVATION
A-131
A-131 A-553 A-131
A-553 A-553
A-131
1 1/2" = 1'-0"
A-551
D1
OVERFLOW SCUPPER SECTION DETAIL
NOT TO SCALEC4
WOOD BLOCKING DETAIL
A-501
0 2'
1 1/2" = 1'-0"
6" 1'
0 6" 1'
3" = 1'-0"
3"
1 1/2" = 1'-0"
A-102
B1
ALUMINUM CANOPY (OLI)
1 1/2" = 1'-0"C1
SCUPPER BOX WITHOUT CONDUCTER HEAD
1 AMENDMENT 01 03/08/24
1/2" = 1'-0"B2
SECTION DETAIL AT ROOF ACCESS LADDER
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