N4008521B0029 Dwgs.pdf
PDF 2 MB Posted
- Attached to
- Roofing MACC Federal contract opportunity
- Solicitation number
- N4008523R2627
About this file
This package includes construction drawings and specifications for roof repairs to Building M455 at Marine Corps Base Camp Lejeune. The project involves demolishing the existing roof system and installing a new standing seam metal roof, rigid insulation, glass mat gypsum soffits and vents. Details are provided for roof drains, mechanical equipment curbs and penetrations, and miscellaneous aluminum items. Specifications require treated wood, hazardous waste handling, and galvanized or stainless steel fasteners. The solicitation is for an indefinite delivery/indefinite quantity multiple award construction contract for roofing projects at Camp Lejeune. The Navy seeks an unlimited number of awardees for one base year and four option years, with a maximum total value of $50 million. Awards are not restricted to small or disadvantaged businesses.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amend 0006.pdf | ||
| Amend 0005.pdf | ||
| Amend 0004.pdf | ||
| Amend 0003.pdf | ||
| Amend 0002 23R2627.pdf | ||
| Amend 0001 23R2627.pdf | ||
| N4008521B0029 Specs.pdf | ||
| SOW 210029.pdf | ||
| Price Sheet - Attachment E.pdf | ||
| PIEE Vendor Registration Guide - Attachment A.pdf | ||
| Construction Experience Project Data Sheet - Attachment C.pdf | ||
| PPQ - Attachment D.pdf | ||
| Posting Offer - Attachment B.pdf | ||
| RFP 23R2627.pdf |
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Text version
LANDFILL
ROICC OFFICE
BLDG 1005
DRMO
P
A
R
A
D
E
F
I
E
L
D
M441
SM451
M79
M455
M424
M324
M447
M448
M446
M458
M457
M435
M430
M440
M445
M450
M129
M128
M101
M131
M116
M132
M418
M318
M413
M407
M313
M80
M602
M405
M406
M105
M411
M603
M412
M165
M407A
M131F
M131E
M401
M402
M314
M301
M319
M419
M414
M302
M415
M408
M100
M131G
M407C
M407B
SM168D
M455A
M131H
SM130A
M130
M19
M303
M104
M604
M609
M112
M614
M113
M327
M305
M316
M607
M321
M326
M409
M309
M311
M168
M616
M420
M403
M422
M416
M457D
M450C
SM430A
SM445A
SM457B
M131
SM53
SM57
SM134
SM97
ALZ-34
P
A
M
L
I
C
O
R
C
H
O
W
A
N
C
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M
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B
C
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M
P
A
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M
P
A
M
O
N
T
F
O
L
N
D
I
G
Richlands
U
Beulaville
Burgaw
Words Corner
Bolton
Acme
Delco
Leland
Warsaw
Magnolia
Rosehill
Wallace
CAMP LEJUENE
Swansboro
Hampstead
Wilmington
Scott Hill
A
A
L
T
N
T
I
C
Holly Ridge
N
W
I
V
E
R
Folkstone
Dixon
Jacksonville
Verona
GRAPHIC SCALE IN MILES
201010
Morehead City
A
E
O
C
N
Pink
Hill
Mt. Olive
Seven
Springs
Goldsboro
US 70
New Bern
Havelock
N
E
U
S
E
Tuscarora
Trenton
Comfort
Kinston
Dover
OAK GROVE
Pollacksville
Maysville
CHERRY POINT
R
I
V
E
R
Otway
Beaufort
MARINE CORPS BASE, CAMP LEJEUNE, N.C.
LOCATION MAP
DRAWING INDEX
AREA MAP
21-0029
ROOF REPAIRS
BUILDING M455LOCATION
MAP
AREA MAP
REVISIONS
VICINITY MAP
CONST. CONTR. NO.
BUILDING
M455
AutoCAD SHX Text %%uJACKSONVILLE
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NORTHEAST CREEK
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LEJEUNE BLVD
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VERONA LOOP ROAD
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DAWSON CABIN RD
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HIGH HILL RD
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CHATEAU RD
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CC RD
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RANGE RD
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DIXON-SNEADS FERRY RD
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MARINES RD
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LYMAN RD
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PINEY GREEN RD
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HOLCOMB BLVD
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BREWSTER BLVD
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CURTIS
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STONE ST
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STONE BAY
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FRENCH
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CREEK
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MAIN SERVICE RD
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MEANS LOW WATER +0.50
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MEANS SEA LEVEL 0.00
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MEANS HIGH WATER +1.00
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LEJEUNE RAILROAD
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CAMP
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SNEADS FERRY RD
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SETH
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WALLACE
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CREEK
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SOUTHWEST CREEK
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WILSON
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BAY
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COURTHOUSE
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BAY
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ELLIS
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COVE
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STONE
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CREEK
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MILL
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STONE CREEK
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CREEK
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MUDDY
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MILL CREEK
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TOWN
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LEWIS
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CREEK
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WHITE
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HURST
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CR.
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SNEADS
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FERRY
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ROAD
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TARAWA
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TERRACE
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KNOX
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TR. PARK
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MONTFORD
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LANDING RD
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MIDWAY
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PARK
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NAVAL
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HOSPITAL
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AREA
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MAGAZINE
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AREA
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HADNOT
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AREA
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INDUSTRIAL
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PARADISE
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RIFLE
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RANGE
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AMPHIBIAN
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BASE
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ENGINEER
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AREA
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BERKELEY
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MANOR
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WATKINS
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VILLAGE
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CAMP
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GEIGER
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NEW RIVER
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AIR STATION
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CAMP
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GEIGER
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WILLI
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AMS
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BLVD
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GOLF
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COURSE
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MILL RUN
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ROAD
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BRINSON CREEK
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HOPE ROAD
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RIVER
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ROAD
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DUCK CREEK
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GREATER SANDY RUN AREA
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MAIN
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GATE
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MONTFORD
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POINT
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AREA
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PAVILION
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MARINA
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TURKEY
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OWL
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LHA
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ORIOLE
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SANDPIPER
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EGRET
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CANARY
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AutoCAD SHX Text T
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DOVE
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PLOVER
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HERON
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DODO
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OSPREY
AutoCAD SHX Text L
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JAYBIRD
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SPARROW
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MALLARD
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KIWI
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EAGLE
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PARROT
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AutoCAD SHX Text T
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CONDOR
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AutoCAD SHX Text T
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CARDINAL
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text Z
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SNIPE
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FRENCH CREEK BORROW PIT
AutoCAD SHX Text A
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SYM
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REVISIONS
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DATE
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APPROVED
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SHEET #
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NAVFAC #
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SHEET NAME
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AutoCAD SHX Text 60037276
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TITLE SHEET AND AREA MAPS
AutoCAD SHX Text A101
AutoCAD SHX Text 60037277
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DEMO ROOF PLAN, NOTES
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AutoCAD SHX Text 60037278
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RENO ROOF PLAN, NOTES
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AutoCAD SHX Text 60037279
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ROOF DETAILS AND NOTES
AutoCAD SHX Text A104
AutoCAD SHX Text 60037280
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ROOF DETAILS
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SHEET:
AutoCAD SHX Text 80091
AutoCAD SHX Text E1
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MARINE CORPS BASE
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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
AutoCAD SHX Text
CAMP LEJEUNE, NORTH CAROLINA
AutoCAD SHX Text
DESIGN DIR.
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SUBMITTED BY:
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NAVFAC DRAWING NO.
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CODE IDENT. NO
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SIZE
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SPEC.
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SCALE:
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SATISFACTORY TO:
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APPROVED: PWO OR OICC:
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DR.
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DES.
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CHK.
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DATE:
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DATE:
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OF
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NA
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NOTED
AutoCAD SHX Text 21-0021
AutoCAD SHX Text 60037276
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COVER SHEET
AutoCAD SHX Text M455
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ROOF REPAIRS BUILDING
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01 FEB. 2023
AutoCAD SHX Text PWO or OICC
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01 FEB. 2023
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PWO OR OICC
AutoCAD SHX Text
JENNI REED
AutoCAD SHX Text
MARK RAMSDELL
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KELLY ROOT
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MARK RAMSDELL
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MARK RAMSDELL
AutoCAD SHX Text T-1
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FINAL 01 FEB. 2023
AutoCAD SHX Text DISCLOSURE OF INFORMATION CONTRACTOR SHALL COMPLY AS FOLLOWS: A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CON- TRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS: (1) THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR (2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. DATE OF RELEASE. B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE FOR RELEASE. C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
B D E F H
B D E F H
NORTH
ROOF DEMO PLAN BUILDING M4551
AutoCAD SHX Text
TYP
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TYP
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TYP
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TYP
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TYP
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TYP
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SHEET:
AutoCAD SHX Text 80091
AutoCAD SHX Text E1
AutoCAD SHX Text
MARINE CORPS BASE
AutoCAD SHX Text
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
AutoCAD SHX Text
CAMP LEJEUNE, NORTH CAROLINA
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DESIGN DIR.
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SUBMITTED BY:
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NAVFAC DRAWING NO.
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CODE IDENT. NO
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SIZE
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SPEC.
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SCALE:
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SATISFACTORY TO:
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APPROVED: PWO OR OICC:
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DR.
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DES.
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CHK.
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CONST. CONTR. NO.
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DATE:
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DATE:
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OF
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NA
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NOTED
AutoCAD SHX Text 21-0029
AutoCAD SHX Text 60037277
AutoCAD SHX Text
ROOF DEMO PLAN, NOTES
AutoCAD SHX Text M455
AutoCAD SHX Text
ROOF REPAIRS BUILDING
AutoCAD SHX Text
01 FEB. 2023
AutoCAD SHX Text PWO or OICC
AutoCAD SHX Text
01 FEB. 2023
AutoCAD SHX Text
PWO OR OICC
AutoCAD SHX Text
JENNI REED
AutoCAD SHX Text
MARK RAMSDELL
AutoCAD SHX Text
KELLY ROOT
AutoCAD SHX Text
MARK RAMSDELL
AutoCAD SHX Text
MARK RAMSDELL
AutoCAD SHX Text A101
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FINAL 01 FEB. 2023
AutoCAD SHX Text DISCLOSURE OF INFORMATION CONTRACTOR SHALL COMPLY AS FOLLOWS: A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CON- TRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS: (1) THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR (2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE FOR RELEASE. C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
AutoCAD SHX Text
AutoCAD SHX Text 3/32" = 1'-0"
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AutoCAD SHX Text A101
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DEMO NOTES
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STAGING: COORDINATE LOCATION WITH CO
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AutoCAD SHX Text DEMOLISH ALL ITEMS FROM THE ROOFING MEMBRANE TO THE TOP OF THE METAL DECK. DO NOT DISTURB METAL DECK. REPLACE WITH NEW IF DAMAGED
AutoCAD SHX Text
AutoCAD SHX Text DEMOLISH ALL STANDING SEAM METAL ROOF, CAP, FLASHING AND FASCIA TO THE TOP OF SHEATHING. REPLACE ANY DAMAGED SHEATHING WITH NEW " CDX PLYWOOD. ASSUME 25% SHEATHING TO BE REPLACED. 34" CDX PLYWOOD. ASSUME 25% SHEATHING TO BE REPLACED. DEMOLISH EXISTING SOFFIT AND VENTED DRIP SCREEN. REPLACE ANY RUSTED AND CORRODED METAL FRAMING. ASSUME 10% METAL FRAMING TO BE REPLACED.
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AutoCAD SHX Text COPING: DEMOLISH EXISTING METAL COPING, FLASHING, NAILER. PREPARE FOR INSTALLATION OF NEW COPING. SEE NEW PLAN.
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AutoCAD SHX Text ROOF DRAIN: REMOVE AS NECESSARY, CLEAN, REPLACE ANY COMPONENT IN NON-WORKING ORDER. PROTECT OPENING AS NECESSARY. REPLACE WITH NEW.
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AutoCAD SHX Text ROOF RELIEF DRAIN: REMOVE AS NECESSARY, CLEAN, REPLACE ANY COMPONENT IN NON-WORKING ORDER. PROTECT OPENING AS NECESSARY.
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AutoCAD SHX Text MECHANICAL UNIT ON CURB: TO REMAIN OPERATIONAL AT ALL TIMES. DO NOT DISTURB, PROTECT AS NECESSARY. REMOVE AND DISCARD ALL FLASHING MATERIAL AND ROOFING MATERIAL WITHOUT AFFECTING THE EQUIPMENT OPERATION. REMOVE ALL CONDENSATE LINES AND PREPARE FOR INSTALLATION OF NEW TRAP PER DETAILS.
AutoCAD SHX Text
AutoCAD SHX Text MECHANICAL EQUIPMENT ON 4X4s: REMOVE EQUIPMENT (DISCONNECT AS NECESSARY. STORE EQUIPMENT FOR RE-USE. REMOVE AND DISCARD 4X4s)
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AutoCAD SHX Text MECHANICAL EQUIPMENT ON METAL RACK: TO REMAIN OPERATIONAL AT ALL TIMES. DO NOT DISTURB, PROTECT AS NECESSARY. REMOVE AND DISCARD ALL FLASHING MATERIAL AND ROOFING MATERIAL WITHOUT AFFECTING THE EQUIPMENT OPERATION. REMOVE ALL CONDENSATE LINES AND PREPARE FOR INSTALLATION OF NEW TRAP PER DETAILS.
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AutoCAD SHX Text VENT: TO REMAIN, DO NOT DISTURB. REMOVE AND DISCARD BOOT FLASHING AND ROOFING COMPONENTS.
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ROOF WALK MATS: DEMOLISH
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ROOF HATCH: REMOVE AND PREPARE FOR PAINT. STORE FOR RE-USE. REMOVE AND DISCARD ROOF CURB. PROTECT OPENING FROM WATER INTRUSION.
B D E F H
B D E F H
NORTH
ROOF RENO PLAN BUILDING M4551
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SHEET:
AutoCAD SHX Text 80091
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MARINE CORPS BASE
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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
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CAMP LEJEUNE, NORTH CAROLINA
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DESIGN DIR.
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SUBMITTED BY:
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NAVFAC DRAWING NO.
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CODE IDENT. NO
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SIZE
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SPEC.
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SCALE:
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SATISFACTORY TO:
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APPROVED: PWO OR OICC:
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DR.
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CONST. CONTR. NO.
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DATE:
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OF
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NA
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NOTED
AutoCAD SHX Text 21-0029
AutoCAD SHX Text 60037278
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ROOF RENO PLAN, NOTES
AutoCAD SHX Text M455
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ROOF REPAIRS BUILDING
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01 FEB. 2023
AutoCAD SHX Text PWO or OICC
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01 FEB. 2023
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PWO OR OICC
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JENNI REED
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MARK RAMSDELL
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KELLY ROOT
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MARK RAMSDELL
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MARK RAMSDELL
AutoCAD SHX Text A102
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FINAL 01 FEB. 2023
AutoCAD SHX Text DISCLOSURE OF INFORMATION CONTRACTOR SHALL COMPLY AS FOLLOWS: A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CON- TRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS: (1) THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR (2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE FOR RELEASE. C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
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AutoCAD SHX Text 3/32" = 1'-0"
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AutoCAD SHX Text A102
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RENO NOTES
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STAGING: COORDINATE LOCATION WITH CO.
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AutoCAD SHX Text ROOFING AND INSULATION: INSTALL PER SPECIFICATION AND DETAILS. MATCH EXISTING INSULATION THICKNESS. MINIMUM SLOPE AT 1/2" PER FOOT
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AutoCAD SHX Text NEW ALUMINUM STANDING SEAM ROOFING SYSTEM PER SPECS AND DETAILS. INSTALL RIGID INSULATION ON PARAPET WALL (MIN. R-6.8), SEE DETAIL 3/A103. REPAIR EXISTING SUBSTRATE TO MATCH AS NECESSARY. INSTALL NEW GLASS MAT GYPSUM BOARD SOFFIT, PAINTED TO MATCH EXISTING, AND 3" VENTED DRIP SCREEN. REPAIR EXISTING METAL FRAMING TO MATCH EXISTING AS NECESSARY.
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AutoCAD SHX Text COPING: INSTALL NEW COPING AND FLASHING PER SPECS AND DETAILSINSTALL NEW COPING AND FLASHING PER SPECS AND DETAILS
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ROOF DRAIN: INSTALL NEW PER DETAILS. RE-CONNECT TO EXISTING PIPING.
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ROOF RELIEF DRAIN: INSTALL NEW FLASHING PER SPECS AND DETAILS
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AutoCAD SHX Text MECHANICAL UNIT ON ROOF CURB: TO REMAIN OPERATIONAL AT ALL TIMES. DO NOT DISTURB, PROTECT AS NECESSARY. REMOVE CONDENSATION DISCHARGE AND DISCARD IF APPLICABLE, PREPARE EXISTING PIPING FOR THE INSTALLATION OF NEW TRAP. INSTALL NEW SPLIT FLASHING AND ROOFING MATERIAL PER SPECS AND DETAILS.
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AutoCAD SHX Text MECHANICAL EQUIPMENT AND ROOF CURB: RE-INSTALL MECHANICAL EQUIPMENT (RE-CONNECT AS NECESSARY). INSTALL NEW ROOF CURB AND FLASHING PER SPECS AND DETAILS
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AutoCAD SHX Text MECHANICAL UNIT ON METAL FRAME: TO REMAIN OPERATIONAL AT ALL TIMES. DO NOT DISTURB, PROTECT AS NECESSARY. REMOVE CONDENSATION DISCHARGE AND DISCARD IF APPLICABLE, PREPARE EXISTING PIPING FOR THE INSTALLATION OF NEW TRAP. INSTALL NEW SPLIT FLASHING AND ROOFING MATERIAL PER SPECS AND DETAILS.
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VENT: TO REMAIN, DO NOT DISTURB. INSTALL NEW FLASHING PER SPECS AND DETAILS
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NOT-USED
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ROOF HATCH: INSTALL NEW CURB AND FLASHING. RE-INSTALL ROOF HATCH AND PAINT.
VALLEY DETAIL1 FIXED RIDGE/HIP DETAIL2
MANSARD ROOF SECTION3
AWNING SECTION4
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3/4" PLYWOOD SHEATHING
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TREATED WOOD BLOCKING
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STANDING SEAM METAL ROOF
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EXISTING FRAMING TO REMAIN
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3" VENTED DRIP SREED
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ICE AND WATER SHIELD
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3/4" METAL FURRING @ 16" O.C.
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EXISTING SHEATHING
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1/2" EXTERIOR GLASS MAT GYPSUM BOARD
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6" CONCEALED SPLICE PLATE @ EACH JOINT
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16 GA ANCHOR CHAIR
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(4) FASTENERS PER ANCHOR CHAIR
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EXTEND PLIES OVER BLOCKING FASTEN 8" O.C.
AutoCAD SHX Text COPING COVER x 10'-0" SLOPE PER SPECIFICATION
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SEE TYP. ROOF SECTION
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CANT STRIP
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HPR MODIFIED MEMBRANE FLASHING PLY 9" MIN ON FIELD
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BASE FLASHING PLY 6" MIN. ON FIELD
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ALL PLIES SET IN BITUMEN SEE SPECIFICATIONS FOR SURFACING
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PRE-FORMED CLOSURE STRIP CONT.
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RIGID INSULATION BOARD, R-6.8 MIN.
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FASTENERS (2) TWO PER CLIP
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ERECTOR NOTE: FIX PANELS AT FIRST PANEL CLIP.
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SEALANT APPLIED @ INTERSECTION OF HEAD CLOSURE TRIM TO VERTICAL PANEL LEG.
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STRAIGHT PANEL CUT: TURN UP PANEL PAN USING PAN-END TOOL.
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SKEWED PANEL CUT: TURN UP PANEL PAN USING HAND TOOLS BY ERECTOR.
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RIDGE/HIP TRIM
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FASTENERS @ SEAMS
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OFF-SET CLEAT
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PANEL CAP
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PANEL CLIP
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PANEL
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NOTE: NO FASTENER PENETRATIONS THROUGH PANEL AT RIDGE
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SELF ADHERING ICE AND WATER MEMBRANE OVER ENTIRE ROOF SURFACE
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BUTYL SEALANT SANDWICHED BETWEEN VERTICAL PANEL LEGS.
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SELF ADHERING ICE AND WATER MEMBRANE OVER ENTIRE ROOF SURFACE
AutoCAD SHX Text CONTINUOUS NEOPRENE FOAM CLOSURE. APPLY (2) ROWS OF GUNABLE NON-CURING BUTYL SEALANT.
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FASTENERS (2) TWO PER CLIP
AutoCAD SHX Text PANEL CLIP. -INSTALL CLIP AS CLOSE TO THE VALLEY EDGE AS POSSIBLE TO AID IN DOWNWARD PRESSURE BY PULLING THE PANEL PAN TIGHT INTO THE FOAM CLOSURE.
AutoCAD SHX Text #44- " STAINLESS 18" STAINLESS STEEL 6 EA. PER PANEL MINIMUM WITH MAXIMUM SPACING OF 4". *DO NOT *DO NOT PENETRATE VALLEY TRIM.
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TURN DOWN PANEL SEAM CAPS IN FIELD.
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PANEL
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SEAM CAP
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HOLD-DOWN CLEAT
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VALLEY CLOSURE
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VALLEY TRIM
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3/4" EXTERIOR PLYWOOD SHEATHING
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METAL TRIM - MATCH HEIGHT & ALIGN W/ EXISTING TRIM
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EXISTING FRAMING
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1/4" PER FT. SLOPE
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EXISTING COLD-FORMED CHANNELS @ 32" O.C.
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EXISTING CHANNEL FRAMING @ 16" O.C.
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EXISTING STRUCTURE
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STANDING SEAM METAL PANELS ON ICE AND WATER SHIELD ON 3/4" PLYWOOD SHEATHING
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METAL DRIP FLASHING
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.032" ALUMINUM COVER
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3/4" METAL REVEAL
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ROOF DRAIN. SEE DETAIL
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1/2" EXTERIOR GLASS MAT GYPSUM BOARD
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SEE TYP. ROOF SECTION
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SHEET:
AutoCAD SHX Text 80091
AutoCAD SHX Text E1
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MARINE CORPS BASE
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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
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CAMP LEJEUNE, NORTH CAROLINA
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DESIGN DIR.
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SUBMITTED BY:
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NAVFAC DRAWING NO.
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CODE IDENT. NO
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SIZE
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SPEC.
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SCALE:
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SATISFACTORY TO:
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APPROVED: PWO OR OICC:
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DR.
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DES.
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CHK.
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CONST. CONTR. NO.
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DATE:
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DATE:
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OF
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NA
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NOTED
AutoCAD SHX Text 21-0029
AutoCAD SHX Text 60037279
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ROOF DETAILS AND NOTES
AutoCAD SHX Text M455
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ROOF REPAIRS BUILDING
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01 FEB. 2023
AutoCAD SHX Text PWO or OICC
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01 FEB. 2023
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PWO OR OICC
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JENNI REED
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MARK RAMSDELL
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KELLY ROOT
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MARK RAMSDELL
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MARK RAMSDELL
AutoCAD SHX Text A103
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FINAL 01 FEB. 2023
AutoCAD SHX Text GENERAL NOTES/ENVIRONMENTAL NOTES: 1. THESE DRAWINGS INDICATES GENERAL CONDITIONS WITH INFORMATION COMPILED FROM FIELD OBSERVATION. CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL FIELD VERIFICATION THESE DRAWINGS INDICATES GENERAL CONDITIONS WITH INFORMATION COMPILED FROM FIELD OBSERVATION. CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL FIELD VERIFICATION PRIOR TO BIDDING, ORDERING MATERIALS AND DURING EVERY STEP OF CONSTRUCTION FOR EXISTING SURFACES, DIMENSIONS AND CONDITIONS. 2. DIMENSIONS AND QUANTITIES PROVIDED ON EXISTING ITEMS ARE PROVIDED TO AID THE CONTRACTOR UNDERSTAND THE SCOPE OF WORK. FIELD VERIFY ALL CONDITIONS. DIMENSIONS AND QUANTITIES PROVIDED ON EXISTING ITEMS ARE PROVIDED TO AID THE CONTRACTOR UNDERSTAND THE SCOPE OF WORK. FIELD VERIFY ALL CONDITIONS. 3. STANDING SEAM METAL ROOF AND MODIFIED BITUMEN ROOF TO BE BY SAME MANUFACTURER FOR WARRANTY CONTINUITY. STANDING SEAM METAL ROOF AND MODIFIED BITUMEN ROOF TO BE BY SAME MANUFACTURER FOR WARRANTY CONTINUITY. 4. CLEAN ALL ITEMS AS NECESSARY TO RECEIVE NEW FINISHES. FILL ALL HOLES TO MATCH EXISTING CONDITIONS. CLEAN ALL ITEMS AS NECESSARY TO RECEIVE NEW FINISHES. FILL ALL HOLES TO MATCH EXISTING CONDITIONS. 5. SUBMITTALS SHALL BE SUBMITTED TO CONTRACTING OFFICER FOR APPROVAL. SUBMITTALS SHALL BE SUBMITTED TO CONTRACTING OFFICER FOR APPROVAL. 6. REMOVE ALL DAMAGED OR LOOSE ROOF COMPONENTS. REPLACE TO MATCH EXISTING CONDITIONS. REMOVE ALL DAMAGED OR LOOSE ROOF COMPONENTS. REPLACE TO MATCH EXISTING CONDITIONS. 7. COORDINATE STAGING AREA, SITE ACCESS WITH THE CONTRACTING OFFICER. COORDINATE STAGING AREA, SITE ACCESS WITH THE CONTRACTING OFFICER. 8. BATHROOM FACILITIES CANNOT BE USED BY THE CONTRACTOR. COORDINATE WITH CONTRACTING OFFICER THE LOCATION OF PORTABLE UNITS. BATHROOM FACILITIES CANNOT BE USED BY THE CONTRACTOR. COORDINATE WITH CONTRACTING OFFICER THE LOCATION OF PORTABLE UNITS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. 10. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS, AND GOVERNMENT REQUIREMENTS. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS, AND GOVERNMENT REQUIREMENTS. 11. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE AS SO0N AS PRACTICABLE. 12. CONTRACTOR SHALL PREVENT DUST, SEDIMENT AND DEBRIS FROM EXITING THE CONSTRUCTION SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION CONTRACTOR SHALL PREVENT DUST, SEDIMENT AND DEBRIS FROM EXITING THE CONSTRUCTION SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. CONTRACTOR SHALL DISPOSE OF DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS, ORDINANCE AND STATUTES. 13. BURNING WILL NOT BE ALLOWED ON THE PROJECT SITE UNLESS AUTHORIZED IN WRITING BY THE CONTRACTING OFFICER. BURNING WILL NOT BE ALLOWED ON THE PROJECT SITE UNLESS AUTHORIZED IN WRITING BY THE CONTRACTING OFFICER. 14. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, FENCE, ETC AS NECESSARY TO INSURE SAFETY TO PUBLIC AND BUILDING OCCUPANTS. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, FENCE, ETC AS NECESSARY TO INSURE SAFETY TO PUBLIC AND BUILDING OCCUPANTS. 15. CONTRACTOR'S PERSONNEL MUST WEAR IDENTIFICATION AT ALL TIMES. CONTRACTOR'S PERSONNEL MUST WEAR IDENTIFICATION AT ALL TIMES. 16. ALL UTILITIES AND EXISTING FEATURES ARE TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES.ALL UTILITIES AND EXISTING FEATURES ARE TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES.
AutoCAD SHX Text HAZARDOUS WASTE: 1. ALL HAZARDOUS WASTE GENERATED BY THIS PROJECT (FOR EXAMPLE: SAA MANAGEMENT; CONTAINER MANAGEMENT; MANIFEST REQUIREMENTS; STORAGE; AND SHIPMENT SHALL MEET ALL HAZARDOUS WASTE GENERATED BY THIS PROJECT (FOR EXAMPLE: SAA MANAGEMENT; CONTAINER MANAGEMENT; MANIFEST REQUIREMENTS; STORAGE; AND SHIPMENT SHALL MEET RCRA STANDARDS. 2. COORDINATE WITH ANTHONY L. RECOB, SUPERVISOR RESOURCE CONSERVATION & SECTION ENVIRONMENT PROTECTION SPECIALIST ENVIRONMENTAL MANAGEMENT DIVISION MARINE COORDINATE WITH ANTHONY L. RECOB, SUPERVISOR RESOURCE CONSERVATION & SECTION ENVIRONMENT PROTECTION SPECIALIST ENVIRONMENTAL MANAGEMENT DIVISION MARINE CORPS BASE CAMP LEJEUNE. TELEPHONE:910-451-5306. E-MAIL: Anthony.Recob@usmc.mil
AutoCAD SHX Text ROUGH CARPENTRY 1. ALL WOOD AND PLYWOOD NEEDED TO REPAIR EXISTING CONDITIONS SHALL MEET THE FOLLOWING STANDARDS: ASTM INTERNATIONAL; AMERICAN WOOD COUNCIL (AWC); AMERICAN ALL WOOD AND PLYWOOD NEEDED TO REPAIR EXISTING CONDITIONS SHALL MEET THE FOLLOWING STANDARDS: ASTM INTERNATIONAL; AMERICAN WOOD COUNCIL (AWC); AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA); THE ENGINEERED WOOD ASSOCIATION (APA); INTERNATIONAL CODE COUNCIL (ICC); NATIONAL FIRE PROTECTION ASSOCIATION (NFPA); AND AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA). 2. TREAT WOOD PRODUCTS WITH WATERBORNE WOOD PRESERVATIVES CONFORMING TO AWPA P5. PRESSURE TREATMENT OF WOOD PRODUCTS SHALL CONFORM TO THE REQUIREMENTS TREAT WOOD PRODUCTS WITH WATERBORNE WOOD PRESERVATIVES CONFORMING TO AWPA P5. PRESSURE TREATMENT OF WOOD PRODUCTS SHALL CONFORM TO THE REQUIREMENTS OF AWPA BOOK. USE CATEGORY SYSTEM STANDARDS U1 AND T1. 3. PRESSURE-TREATED WOOD PRODUCTS SHALL NOT CONTAIN ARSENIC, CHROMIUM, OR OTHER AGENTS CLASSIFIED AS CARCINOGENIC, PROBABLY CARCINOGENIC, OR POSSIBLY PRESSURE-TREATED WOOD PRODUCTS SHALL NOT CONTAIN ARSENIC, CHROMIUM, OR OTHER AGENTS CLASSIFIED AS CARCINOGENIC, PROBABLY CARCINOGENIC, OR POSSIBLY CARCINOGENIC TO HUMANS (COMPOUNDS IN GROUPS 1, 2A, OR 2B) BY THE INTERNATIONAL AGENCY FOR RESEARCH ON CANCER (IARC), LYON, FRANCE. 4. PRESSURE-TREATED WOOD PRODUCTS SHALL NOT EXCEED THE LIMITS OF THE U.S. EPA'S TOXIC CHARACTERISTIC LEACHING PROCEDURE (TCLP), AND SHALL NOT BE CLASSIFIED AS PRESSURE-TREATED WOOD PRODUCTS SHALL NOT EXCEED THE LIMITS OF THE U.S. EPA'S TOXIC CHARACTERISTIC LEACHING PROCEDURE (TCLP), AND SHALL NOT BE CLASSIFIED AS HAZARDOUS WASTE. SUBMIT CERTIFICATION FROM TREATING PLANT STATING CHEMICALS AND PROCESS USED AND NET AMOUNT OF PRESERVATIVES RETAINED ARE IN CONFORMANCE WITH SPECIFIED STANDARDS. 5. FOR ABOVE GROUND USE: 0.25 POUNDS PER CUBIC METER (PCF). FOR ABOVE GROUND USE: 0.25 POUNDS PER CUBIC METER (PCF). 6. FOR GROUND CONTACT AND FRESH WATER USE: 0.40 POUNDS PER CUBIC METER (PCF). FOR GROUND CONTACT AND FRESH WATER USE: 0.40 POUNDS PER CUBIC METER (PCF). 7. ALL WOOD SHALL BE AIR OR KILN DRIED AFTER TREATMENT. ALL WOOD SHALL BE AIR OR KILN DRIED AFTER TREATMENT. 8. SPECIFIC TREATMENTS SHALL BE VERIFIED BY THE REPORT OF AN APPROVED INDEPENDENT INSPECTION AGENCY, OR THE AWPA QUALITY MARK ON EACH PIECE. PRESERVATIVE-TYPE SPECIFIC TREATMENTS SHALL BE VERIFIED BY THE REPORT OF AN APPROVED INDEPENDENT INSPECTION AGENCY, OR THE AWPA QUALITY MARK ON EACH PIECE. PRESERVATIVE-TYPE PRESSURE TREATMENT SHALL HAVE A MINIMUM MOISTURE CONTENT OF 19 PERCENT AFTER PRESSURE TREATMENT AND SHALL BE PRESSURE TREATED USING AMMONIACAL COPPER QUATERNARY COMPOUND (ACQ). PRESERVATIVE SHALL PENETRATE A MINIMUM OF 3/8-INCH (9.5 MM) DEEP INTO WOOD. 9. FASTENERS AND CONNECTORS USED WITH PRESERVATIVE PRESSURE TREATED LUMBER SHALL BE G185 HOT DIP GALVANIZED, TYPE 304 STAINLESS STEEL OR TYPE 316 STAINLESS FASTENERS AND CONNECTORS USED WITH PRESERVATIVE PRESSURE TREATED LUMBER SHALL BE G185 HOT DIP GALVANIZED, TYPE 304 STAINLESS STEEL OR TYPE 316 STAINLESS STEEL.
AutoCAD SHX Text MISCELLANEOUS ALUMINUM ITEMS: 1. ALL ALUMINUM REQUIRED IN ADDITION TO THE ROOF, GUTTERS, AND DOWNSPOUTS (FOR EXAMPLE: SIDING, SOFFITS, TRIM, ETC. SHALL BE MADE OF A 3105-TYPE ALUMINUM ALLOY ALL ALUMINUM REQUIRED IN ADDITION TO THE ROOF, GUTTERS, AND DOWNSPOUTS (FOR EXAMPLE: SIDING, SOFFITS, TRIM, ETC. SHALL BE MADE OF A 3105-TYPE ALUMINUM ALLOY SHEET PRODUCT WITH A MINIMUM TENSILE STRENGTH 29,000 PSI AND A NOMINAL THICKNESS OF 0.024”. . 2. DETAILING AND INSTALLATION SHALL BE PER MANUFACTURER'S STANDARD DESIGN. DETAILING AND INSTALLATION SHALL BE PER MANUFACTURER'S STANDARD DESIGN. 3. PROVIDE CLEANING PROCESS TO ASSURE MAXIMUM PAINT ADHESION COMPATIBLE WITH FINISH PRODUCT.PROVIDE CLEANING PROCESS TO ASSURE MAXIMUM PAINT ADHESION COMPATIBLE WITH FINISH PRODUCT.
AutoCAD SHX Text DISCLOSURE OF INFORMATION CONTRACTOR SHALL COMPLY AS FOLLOWS: A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CON- TRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS: (1) THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR (2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE FOR RELEASE. C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
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AutoCAD SHX Text 1"
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AutoCAD SHX Text 6"
AutoCAD SHX Text 6" = 1'-0"
AutoCAD SHX Text 3"
AutoCAD SHX Text A103
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AutoCAD SHX Text 1"
AutoCAD SHX Text 2"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6" = 1'-0"
AutoCAD SHX Text 3"
AutoCAD SHX Text A103
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AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 3'
AutoCAD SHX Text 3/4" = 1'-0"
AutoCAD SHX Text A103
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AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 3'
AutoCAD SHX Text 3/4" = 1'-0"
A103
6"= 1'-0" TYPICAL ROOF SECTION1 ROOF DRAIN DETAIL2 ROOF CURB DETAIL3 ROOF PIPE PENTRATION DETAIL4
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SBS-SIS MODIFIED MINERAL CAP SHEET WITH REFLECTIVE SURFACE
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MODIFIED TYPE III ASPHALT
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SBS MODIFIED BASE SHEET
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RECOVERY BOARD
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STAGGERED TAPERED INSULATION FASTENED TO DECK
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DECK
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MODIFIED TYPE III ASPHALT
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VAPOR BARRIER (ON CONCRETE DECK)
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CLAMPING RING
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STRAINER
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BASE FLASHING PLY 40" MIN. ON FIELD
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SBS-SIS MODIFIED MINERAL CAP SHEET
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BASE SHEET
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FLASHING PLY MIN. 48" ON FIELD
AutoCAD SHX Text TAPER INSULATION 24" MIN. FROM CENTER OF DRAIN, STAGGER ALL JOINTS, FASTEN PER SPECIFICATION
AutoCAD SHX Text LEAD FLASHING 30" SQ. MIN. SET IN MASTIC, WRAPPED DOWN 2" MIN. , PRIME TOP SURFACE BEFORE FLASHING
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STRUCTURAL DECK
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DECK CLAMP
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VAPOR BARRIER
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EXISTING EQUIPMENT
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FLASHING RECEIVER
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FASTENERS 8" O.C.
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COUNTERFLASHING
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EXIST. FLASHINGFLASHING
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FLASHING PLY 9" MIN. ON FIELD
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UNIT MOUNTING CURB
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SBS-SIS MODIFIED MINERAL CAP SHEET
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INSULATION, STAGGER ALL JOINTS, FASTEN PER SPECIFICATIONS
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CANT-FASTENED TO NAILER
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SBS MODIFIED BASE SHEET
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EXISTING ROOF CURB
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BASE FLASHING PLY 6" MIN. ON FIELD
AutoCAD SHX Text NOTE: DETAIL DEPICTS CONDITION AT RELOCATED EXISTING OR DETAIL DEPICTS CONDITION AT RELOCATED EXISTING OR RE-INSTALLED EQUIPMENT. IF APPLICABLE, FOR EQUIPMENT TO REMAIN IN PLACE, INSTALL ROOFING SYSTEM MEMBRANE, BASE FLASHING AND COUNTERFLASHING AS HIGH AS POSSIBLE UNDER EXISTING CURB FLASHING (SPLIT FLASHING SYSTEM)
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STRUCTURAL DECK
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VAPOR BARRIER
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4" MIN.
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DECK
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FLASHING PLY 9" MIN. ON FIELD
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BASE FLASHING PLY 6" MIN. ON FIELD
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SBS-SIS MODIFIED MINERAL CAP SHEET
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SBS MODIFIED BASE SHEET
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SHEET METAL PITCH PAN SOLDERED/WELDED WATERTIGHT 4" MIN HEIGHT
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OPT: WOOD NAILERS; VARIES DEPENDING UPON SIZE OF PENETRATION
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POLYURETHANE SEALANT
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POURABLE SEALANT, 2 PART
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INSULATION, STAGGER ALL JOINTS, FASTEN PER SPECIFICATION
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NON-SHRINK GROUT
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WATERTIGHT SHEET METAL RAIN COLLAR OVERLAPPING PENETRATION POCKET
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DRAWBAND
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POLYURETHANE SEALANT
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ALL PLIES SET IN BITUMEN SEE SPECIFICATIONS FOR SURFACING
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SHEET:
AutoCAD SHX Text 80091
AutoCAD SHX Text E1
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MARINE CORPS BASE
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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
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CAMP LEJEUNE, NORTH CAROLINA
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DESIGN DIR.
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SUBMITTED BY:
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NAVFAC DRAWING NO.
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CODE IDENT. NO
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SIZE
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SPEC.
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SCALE:
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SATISFACTORY TO:
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APPROVED: PWO OR OICC:
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DR.
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DES.
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CHK.
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CONST. CONTR. NO.
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DATE:
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DATE:
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OF
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NA
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NOTED
AutoCAD SHX Text 21-0029
AutoCAD SHX Text 60037280
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ROOF DETAILS
AutoCAD SHX Text M455
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ROOF REPAIRS BUILDINGS
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01 FEB. 2023
AutoCAD SHX Text PWO or OICC
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01 FEB. 2023
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PWO OR OICC
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JENNI REED
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MARK RAMSDELL
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KELLY ROOT
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MARK RAMSDELL
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MARK RAMSDELL
AutoCAD SHX Text A104
AutoCAD SHX Text
FINAL 01 FEB. 2023
AutoCAD SHX Text DISCLOSURE OF INFORMATION CONTRACTOR SHALL COMPLY AS FOLLOWS: A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CON- TRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS: (1) THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR (2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE FOR RELEASE. C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text A104
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text A104
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text A104
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text A104
EQUIPMENT ROOF CURB: 1. ALUMINUM ROOF CURB .063 THICK ALUMINUM ALLOY 3003. HEIGHT: 14 INCHES ALUMINUM ROOF CURB .063 THICK ALUMINUM ALLOY 3003. HEIGHT: 14 INCHES 2. TYPE: FOR PITCH STANDING SEAM. TYPE: FOR PITCH STANDING SEAM. 3. FINISH: KYNAR TO MATCH ROOF. FINISH: KYNAR TO MATCH ROOF. 4. INSULATED CURB AND CAP: R-13 MINIMUMINSULATED CURB AND CAP: R-13 MINIMUM
| Sheets and Views |
| 21-0029 ROOF REPLACEMENT BLDG M455 T-1-COVER |
| 21-0029 Roof Repairs M455-A101 |
| 21-0029 Roof Repairs M455-A102 |
| 21-0029 Roof Repairs M455-A103 |
| 21-0029 Roof Repairs M455-A104 |
File details come from the government source that posted it. Updated .