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 membrane roofing, insulation, drains, equipment supports, hatches, and fall protection requirements. Specifications cover materials and installation methods for the roof and associated elements.

The related federal contract opportunity is solicitation number W912LR24B0001 for construction of the Department of Public Works building at Camp Santiago. The contractor will provide all labor, materials, equipment, and incidentals to complete the general construction work as detailed in the statement of work. The awarding agency is the Department of the Army National Guard.

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Other files

File Type Posted
OF1419 - Abstract of Offers.pdf PDF
W912LR24B0001 DPW MILCON BID TABULATION-Final.pdf PDF
W912LR24B0001 - Ammendment 003 Modification Summary.pdf PDF
W912LR24B0001 - Ammendment 003 Conform Copy.pdf PDF
PRARNG_EHMS_Camp Santiago_SPEC 10 56 29.26_Amendment 02_08-Mar-2024.pdf PDF
(Revised) Questions and Answers to RFIs.xlsx XLSX spreadsheet
PRARNG_EHMS_Camp Santiago_DWG A-551_Amendment 02_08-Mar-2024.pdf PDF
PRARNG_EHMS_Camp Santiago_DWG A-630_Amendment 02_08-Mar-2024.pdf PDF
PRARNG_EHMS_Camp Santiago_DWG Q-102_Amendment 02_08-Mar-2024.pdf PDF
PRARNG_EHMS_Camp Santiago_SPEC 07 42 13.23_Amendment 02_08-Mar-2024.pdf PDF
PRARNG_EHMS_Camp Santiago_SPEC 10 73 16.13_Amendment 02_08-Mar-2024.pdf PDF
PRARNG_EHMS_Camp Santiago_DWG S-503_Amendment 02_08-Mar-2024.pdf PDF
PRARNG_EHMS_Camp Santiago_DWG A-802_Amendment 02_08-Mar-2024.pdf PDF
PRARNG_EHMS_Camp Santiago_SPEC 00 00 00-TOC_Amendment 02_08-Mar-2024.pdf PDF
PRARNG_EHMS_Camp Santiago_DWG S-200_Amendment 02_08-Mar-2024.pdf PDF
PRARNG_EHMS_Camp Santiago_DWG A-572_Amendment 02_08-Mar-2024.pdf PDF
Questions and Answers to RFIs - W912LR-24-B-0001 .xlsx XLSX spreadsheet
PRARNG_EHMS_Camp Santiago_DWG S-200_Amendment 01_08-Mar-2024.pdf PDF
PRARNG_EHMS_Camp Santiago_SPEC 10 73 16.13_Amendment 01_08-Mar-2024.pdf PDF
PRARNG_EHMS_Camp Santiago_DWG A-630_Amendment 01_08-Mar-2024.pdf PDF
W912LR24B0001 - Ammendment 002 (Conform Copy).pdf PDF
PRARNG_EHMS_Camp Santiago_DWG A-802_Amendment 01_08-Mar-2024.pdf PDF
PRARNG_EHMS_Camp Santiago_DWG S-503_Amendment 01_08-Mar-2024.pdf PDF
PRARNG_EHMS_Camp Santiago_SPEC 07 42 13.23_Amendment 01_08-Mar-2024.pdf PDF
Geotechnical Report.pdf PDF
PRARNG_EHMS_Camp Santiago_SPEC 10 56 29.26_Amendment 01_08-Mar-2024.pdf PDF
Lead Based Paint Inspection Report DPW Buildings 38 56 57.pdf PDF
PRARNG_EHMS_Camp Santiago_SPEC 00 00 00-TOC_Amendment 01_08-Mar-2024.pdf PDF
LEAD-BASED PAINT INSPECTION REPORT BLDGs 50 54 55 58.pdf PDF
Asbesto Reports DPW Buildings.pdf PDF
PRARNG_EHMS_Camp Santiago_DWG Q-102_Amendment 01_08-Mar-2024.pdf PDF
PRARNG_EHMS_Camp Santiago_DWG A-572_Amendment 01_08-Mar-2024.pdf PDF
W912LR24B0001 - Ammendment 002 (Modification Summary).pdf PDF
DPW - Pre Proposal Conference Minutes.pdf PDF
W912LR24B0001 - Ammendment 0001.pdf PDF
DPW Site Visit Attendance List 30JAN24.pdf PDF
Site Visit Project Description DPW.pptx PPTX presentation
Pre-Proposal Site Visit Slides - DPW 30JAN24 (003).pptx - Read-Only.pptx PPTX presentation
Attachment 02 - PRARNG EHMS Camp Santiago SPECS Vol 2 of 2 REV 19-July-2023.pdf PDF
Attachement 07 - Municipality of Salinas - Const Tax Exemption.pdf PDF
Attachment 05 - PRARNG Master Plan EA Final Feb 2021.pdf PDF
W912LR-24-B-0001 DPW Solicitation.pdf PDF
Attachement 06 - PRARNG EHMS Camp Santiago DRAWINGS Final 19 July 2023.pdf PDF
Attachment 01 - PRARNG EHMS Camp Santiago SPECS Vol 1 of 2 REV 19-July-2023.pdf PDF
Attachment 04 - PR-EA Master Plan FONSI Final Signed Feb 2021.pdf PDF
Attachment 03 - Environmental Considerations-PCL Legal Translate Final.pdf PDF
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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

E N

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

File details come from the government source that posted it. Updated .