N4008520B0003 Dwgs.pdf
PDF 10 MB Posted
- Attached to
- Building AS702 & AS704 Spalling Repairs
- Solicitation number
- N6247020R6011
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Amnd 0001 20R6011 FINAL.pdf | ||
| 20-0003 SOW.pdf | ||
| Master PPI Form - AS702 and AS704.xls | XLS spreadsheet | |
| 20-0003 AppendixD.pdf | ||
| RFP 20-0003 - AS702 and AS704 Spalling Repairs.pdf | ||
| N4008520B0003 Specs.pdf |
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Text version
LANDFILL
ROICC OFFICE
BLDG 1005
STAGING
DRMO
Richlands
U
S
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
E
W
R
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 AIR STATION, NEW RIVER, N.C.
LOCATION MAP DRAWING INDEXAREA MAP
20-0003 REPLACE EXT STAIRS
AS702 & AS704 (MCASNR)
LOCATION
MAP
AREA MAP
REVISIONS
VICINITY MAP
BUILDING AS702
& AS704
CONST. CONTR. NO.:
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NORTHEAST CREEK
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LEJEUNE BLVD
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TO WILMINGTON
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VERONA LOOP ROAD
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PADGETT RD
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HAWS RUN RD
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DAWSON CABIN RD
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HIGH HILL RD
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COSTON RD
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CHATEAU RD
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CC RD
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SHEPARD
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CAMP
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WALLACE
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WILSON
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RIVER
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MAIN
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GATE
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MONTFORD
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PAVILION
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MARINA
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PHEONIX
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FLAMINGO
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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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DOVE
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PLOVER
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HERON
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HAWK
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DODO
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GOOSE
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FALCON
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OSPREY
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ALBATROSS
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BLUEBIRD
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JAYBIRD
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CRANE
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GULL
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PENGUIN
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LARK
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PIGEON
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TERN
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COOT
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SWAN
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WOODPECKER
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ROBIN
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MALLARD
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KIWI
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EAGLE
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PARROT
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CONDOR
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CARDINAL
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PARTRIDGE
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SNIPE
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FRENCH CREEK BORROW PIT
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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 60025757
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TITLE SHEET AND AREA MAPS
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AutoCAD SHX Text 60025758
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NOTES AND SPECS
AutoCAD SHX Text A101
AutoCAD SHX Text 60025759
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SITE PLAN AND NOTES
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AutoCAD SHX Text 60025760
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EXISTING STAIR CONSTRUCTION DETAILING
AutoCAD SHX Text A201
AutoCAD SHX Text 60025761
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PLANS, SECTIONS, DETAILS & ELEVATIONS
AutoCAD SHX Text A202
AutoCAD SHX Text 60025762
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PLANS, SECTIONS, DETAILS & ELEVATIONS
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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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PWD NO.:
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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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OF
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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GOO1
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GUSTAVO DE LUCA
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GUSTAVO DE LUCA
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GUSTAVO DE LUCA
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GUSTAVO DE LUCA
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THOMAS BURTON
AutoCAD SHX Text PWO or OICC
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29 APRIL 2020
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REPLACE EXTERIOR STAIRS
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AS702 & AS704
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COVER SHEET
AutoCAD SHX Text 60025757
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NOTED
AutoCAD SHX Text 20-0003
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CONST. CONTR. NO.:
NOTES: 1. THE CONTRACTORS MUST FIELD VERIFY ALL THE CONDITIONS SHOWN. THESE DETAILS AND RECOMMENDATIONS MUST NOT BE CONSIDERED THE FINAL DESIGN. IT IS THE MANUFACTURERS RESPONSIBILITY TO REPRESENT THE SCOPE OF WORK IN SUFFICIENT THE CONTRACTORS MUST FIELD VERIFY ALL THE CONDITIONS SHOWN. THESE DETAILS AND RECOMMENDATIONS MUST NOT BE CONSIDERED THE FINAL DESIGN. IT IS THE MANUFACTURERS RESPONSIBILITY TO REPRESENT THE SCOPE OF WORK IN SUFFICIENT DETAILS IN THE SHOP DRAWING SUBMITTAL OF THE VARIOUS SYSTEMS IN THIS PROJECT. THE MANUFACTURERS MUST PERFORM THE APPROPRIATE CALCULATIONS TO DETERMINE APPROPRIATE MATERIALS, LOADS, CODE COMPLIANCE REQUIREMENTS, ETC. THE MANUFACTURER CAN PROVIDE ALTERNATE DETAILING FOR CONSIDERATION AND APPROVAL BY THE GOVERNMENT, PROVIDED THAT THE AESTHETIC CONSIDERATIONS ARE MET. 2. SUBMIT SHOP DRAWINGS FOR APPROVAL BEFORE PROCEEDING WITH THE WORK. UNDER NO CIRCUMSTANCES CAN THE REPRODUCTION OF THE CONTRACT DRAWINGS BE USED AS SHOP DRAWINGS. THE SHOP DRAWING SUBMITTALS FOR THE STAIR RAILING AND SUBMIT SHOP DRAWINGS FOR APPROVAL BEFORE PROCEEDING WITH THE WORK. UNDER NO CIRCUMSTANCES CAN THE REPRODUCTION OF THE CONTRACT DRAWINGS BE USED AS SHOP DRAWINGS. THE SHOP DRAWING SUBMITTALS FOR THE STAIR RAILING AND THE REINFORCED CONCRETE FIRST LANDING, METAL STAIRS COMPONENTS, CONNECTIONS OF STRINGERS TO CONCRETE, PICKETS TO CONCRETE, ETC. MUST BE DONE AND SIGNED BY A LICENSED STRUCTURAL ENGINEER. 3. THE BRICK AND CONCRETE FINISH MUST MATCH EXISTING CONDITIONS. ALL FINISHES MUST BE APPROVED BY THE MCBCL-BEAP BOARD THE BRICK AND CONCRETE FINISH MUST MATCH EXISTING CONDITIONS. ALL FINISHES MUST BE APPROVED BY THE MCBCL-BEAP BOARD 4. All RAILINGS MUST BE HOT DEEP GALVANIZED All RAILINGS MUST BE HOT DEEP GALVANIZED 5. ALL CHANGES TO THE EXISTING RAILING, FASCIA, SOFFIT, PICKET SLAB ANGLE, AND ANY OTHER ITEM AFFECTED BY THE RENOVATION MUST MATCH THE EXISTING CONDITIONS (FOR EXAMPLE: MATERIALS, FINISHES, APPEARANCE, ETC.) ALL CHANGES TO THE EXISTING RAILING, FASCIA, SOFFIT, PICKET SLAB ANGLE, AND ANY OTHER ITEM AFFECTED BY THE RENOVATION MUST MATCH THE EXISTING CONDITIONS (FOR EXAMPLE: MATERIALS, FINISHES, APPEARANCE, ETC.) 6. FOR BIDING PURPOSES ASSUME THAT BOTH BUILDINGS WILL BE OCCUPIED DURING THE DURATION OF THE RENOVATION. PROVIDE CODE COMPLIANT MEANS OF EGRESS AT ALL TIMES FOR BOTH LEVELS 1 AND 2. THE CONTRACTOR MUST ONLY WORK ON ONE FOR BIDING PURPOSES ASSUME THAT BOTH BUILDINGS WILL BE OCCUPIED DURING THE DURATION OF THE RENOVATION. PROVIDE CODE COMPLIANT MEANS OF EGRESS AT ALL TIMES FOR BOTH LEVELS 1 AND 2. THE CONTRACTOR MUST ONLY WORK ON ONE STAIR PER BUILDING AT THE TIME. PROVIDE TEMPORARY STAIR TO WARRANTY TWO MEANS OF EGRESS AT ALL TIMES
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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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PWD NO.:
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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
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 G002
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GUSTAVO DE LUCA
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GUSTAVO DE LUCA
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GUSTAVO DE LUCA
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GUSTAVO DE LUCA
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THOMAS BURTON
AutoCAD SHX Text PWO or OICC
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29 APRIL 2020
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REPLACE EXTERIOR STAIRS
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AS702 & AS704
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SPECS AND NOTES
AutoCAD SHX Text 60025758
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NOTED
AutoCAD SHX Text 20-0003
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AutoCAD SHX Text
AutoCAD SHX Text 04 20 00 - MASONRY: 1. SOLID CLAY OR SHALE BRICK: PROVIDE SOLID CLAY OR SHALE BRICK THAT CONFORMS TO ASTM C216, TYPE [FBS] . PROVIDE BRICK WITH TEXTURE SOLID CLAY OR SHALE BRICK: PROVIDE SOLID CLAY OR SHALE BRICK THAT CONFORMS TO ASTM C216, TYPE [FBS] . PROVIDE BRICK WITH TEXTURE AND COLOR RANGE TO MATCH THE EXISTING BRICK. MODULAR SIZE, 92 MM 3-5/8 INCHES THICK, 57 MM 2-1/4 INCHES HIGH, AND 194 MM 7-5/8 INCHES LONG. 2. MORTAR MIX: USE ASTM C270 TYPE S CEMENT-LIME MORTAR OR MORTAR CEMENT MORTAR FOR SEISMIC-FORCE-RESISTING. MORTAR MIX: USE ASTM C270 TYPE S CEMENT-LIME MORTAR OR MORTAR CEMENT MORTAR FOR SEISMIC-FORCE-RESISTING. 3. ADMIXTURES FOR MASONRY MORTAR: IN COLD WEATHER, USE A NON-CHLORIDE BASED ACCELERATING ADMIXTURE THAT CONFORMS TO ASTM C1384, UNLESS ADMIXTURES FOR MASONRY MORTAR: IN COLD WEATHER, USE A NON-CHLORIDE BASED ACCELERATING ADMIXTURE THAT CONFORMS TO ASTM C1384, UNLESS TYPE III PORTLAND CEMENT IS USED IN THE MORTAR. 4. AGGREGATE AND WATER: PROVIDE AGGREGATE (SAND) AND WATER THAT CONFORM TO MATERIALS PERMITTED BY ASTM C270. AGGREGATE AND WATER: PROVIDE AGGREGATE (SAND) AND WATER THAT CONFORM TO MATERIALS PERMITTED BY ASTM C270. 5. ANCHORS, TIES, AND BAR POSITIONERS: FABRICATE ANCHORS AND TIES WITHOUT DRIPS OR CRIMPS. SIZE ANCHORS AND TIES TO PROVIDE A MINIMUM OF ANCHORS, TIES, AND BAR POSITIONERS: FABRICATE ANCHORS AND TIES WITHOUT DRIPS OR CRIMPS. SIZE ANCHORS AND TIES TO PROVIDE A MINIMUM OF 16 MM 5/8 INCH MORTAR COVER FROM EACH FACE OF MASONRY. FABRICATE SHEET METAL ANCHORS AND TIES IN CONFORMANCE WITH ASTM A1008/A1008M. HOT DIP GALVANIZE SHEET METAL ANCHORS AND TIES IN EXTERIOR WALLS EXPOSED TO MOIST ENVIRONMENT IN COMPLIANCE WITH ASTM A153/A153M CLASS B. GALVANIZE SHEET METAL ANCHORS AND TIES IN OTHER INTERIOR WALLS IN COMPLIANCE WITH ASTM A653/A653M, COATING DESIGNATION G60.
AutoCAD SHX Text GENERAL NOTES: 1. GENERAL NOTES ARE NOT KEYED TO PLANS, SECTION, DETAILS OR ELEVATIONS. GENERAL NOTES ARE NOT KEYED TO PLANS, SECTION, DETAILS OR ELEVATIONS. 2. THESE DRAWINGS INDICATES GENERAL CONDITIONS WITH INFORMATION COMPILED FROM FIELD OBSERVATION. CONTRACTOR SHALL BE RESPONSIBLE FOR 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. 3. DIMENSIONS PROVIDED ON EXISTING ITEMS ARE PROVIDED TO AID THE CONTRACTOR UNDERSTAND THE SCOPE OF WORK. FIELD VERIFY ALL CONDITIONS. DIMENSIONS PROVIDED ON EXISTING ITEMS ARE PROVIDED TO AID THE CONTRACTOR UNDERSTAND THE SCOPE OF WORK. FIELD VERIFY ALL CONDITIONS. 4. REPAIR AND REFINISH AREAS DAMAGED OR DISTURBED BY NEW WORK TO BE PROVIDED UNDER THIS CONTRACT. REPAIR AND REFINISH AREAS DAMAGED OR DISTURBED BY NEW WORK TO BE PROVIDED UNDER THIS CONTRACT. 5. 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. 6. SUBMITTALS SHALL BE SUBMITTED TO CONTRACTING OFFICER FOR APPROVAL. SUBMITTALS SHALL BE SUBMITTED TO CONTRACTING OFFICER FOR APPROVAL. 7. REMOVE ALL DAMAGED OR LOOSE BUILDING COMPONENTS. PATCH TO MATCH EXISTING. PREPARE TO RECEIVE NEW FINISHES. REMOVE ALL DAMAGED OR LOOSE BUILDING COMPONENTS. PATCH TO MATCH EXISTING. PREPARE TO RECEIVE NEW FINISHES. 8. METHOD OF REMOVAL OF ANY BUILDING BUILDING COMPONENT SHALL BE APPROVED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL BE METHOD OF REMOVAL OF ANY BUILDING BUILDING COMPONENT SHALL BE APPROVED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT REMOVAL OF EXISTING COMPONENTS DOES NOT AFFECT ADJACENT OCCUPIED AREAS. 9. COORDINATE STAGING AREA, SITE ACCESS, TOILET USE WITH THE CONTRACTING OFFICER. COORDINATE STAGING AREA, SITE ACCESS, TOILET USE WITH THE CONTRACTING OFFICER. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. 11. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS, AND GOVERNMENT REQUIREMENTS. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS, AND GOVERNMENT REQUIREMENTS. 12. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR 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. 13. CONTRACTOR SHALL PREVENT DUST, SEDIMENT AND DEBRIS FROM EXITING THE CONSTRUCTION SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND 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. 14. 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. 15. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, FENCE, ETC AS NECESSARY TO INSURE SAFETY TO PUBLIC AND BUILDING CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, FENCE, ETC AS NECESSARY TO INSURE SAFETY TO PUBLIC AND BUILDING OCCUPANTS. 16. CONTRACTOR'S PERSONNEL MUST WEAR IDENTIFICATION AT ALL TIMES. CONTRACTOR'S PERSONNEL MUST WEAR IDENTIFICATION AT ALL TIMES. 17. ALL UTILITIES AND EXISTING FEATURES ARE TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ALL UTILITIES AND EXISTING FEATURES ARE TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. 18. IF CONTAMINANTS ARE SUSPECTED THROUGH ODORS OR VISUAL ACTIVITIES, IMMEDIATELY STOP WORK. CALL 911 AND CONTACT EQB AT (910) 451-9017 IF CONTAMINANTS ARE SUSPECTED THROUGH ODORS OR VISUAL ACTIVITIES, IMMEDIATELY STOP WORK. CALL 911 AND CONTACT EQB AT (910) 451-9017 FOR INSTRUCTIONS. 19. IF UNMARKED WELL IS DISCOVERED AND/OR DAMAGED IMMEDIATELY STOP WORK. CONTACT EQB AT (910) 451-9017 FOR INSTRUCTIONS IF UNMARKED WELL IS DISCOVERED AND/OR DAMAGED IMMEDIATELY STOP WORK. CONTACT EQB AT (910) 451-9017 FOR INSTRUCTIONS 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE REQUIRED PERMITS FROM THE NC DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE REQUIRED PERMITS FROM THE NC DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR), INCLUDING SUBMITTING THE APPROPRIATE APPROVAL APPLICATION PRIOR TO STARTING WORK AT THE SITE.
AutoCAD SHX Text AIR QUALITY: 1. IF DEMOLITION/RENOVATION OCCURS, ENSURE THAT SUBJECT BUILDINGS ARE EVALUATED FOR ASBESTOS/ASBESTOS CONTAINING MATERIALS BY A CERTIFIED IF DEMOLITION/RENOVATION OCCURS, ENSURE THAT SUBJECT BUILDINGS ARE EVALUATED FOR ASBESTOS/ASBESTOS CONTAINING MATERIALS BY A CERTIFIED PROFESSIONAL PRIOR TO THE DEMOLITION/RENOVATION. 2. ENSURE THAT ANY FUGITIVE DUST EMISSIONS GENERATED BY CONSTRUCTION/RENOVATION/DEMOLITION ARE APPROPRIATELY CONTROLLED. ENSURE THAT ANY FUGITIVE DUST EMISSIONS GENERATED BY CONSTRUCTION/RENOVATION/DEMOLITION ARE APPROPRIATELY CONTROLLED. 3. IF THE PROJECT INCLUDES INSTALLATION OF NEW ACTIVITIES/EQUIPMENT WHICH GENERATE AIR EMISSIONS, AND HAVE NOT BEEN EVALUATED FOR AIR IF THE PROJECT INCLUDES INSTALLATION OF NEW ACTIVITIES/EQUIPMENT WHICH GENERATE AIR EMISSIONS, AND HAVE NOT BEEN EVALUATED FOR AIR PERMITTING, CONTACT AQ PROGRAM AT PHONE NUMBERS BELOW. PLEASE NOTE THAT AIR EMISSIONSOURCES ARE REQUIRED TO BE PERMITTED PRIOR TO THEIR INSTALLATION/OPERATION.EXAMPLES OF SUCH SOURCES INCLUDE, BUT ARE NOT LIMITED TO: BOILERS, WATER HEATERS, GENERATORS, FUEL STORAGE TANKS, PAINTING/COATING OPERATIONS, WOODWORKING, WELDING, ABRASIVE BLASTING, ENGINE TESTING, AND PARTS OVENS. 4. IF THE PROJECT INVOLVES ANY REFRIGERANT HANDLING OR MANIPULATION, ENSURE THAT APPROPRIATE OZONE DEPLETING SUBSTANCE (ODS) SERVICING IF THE PROJECT INVOLVES ANY REFRIGERANT HANDLING OR MANIPULATION, ENSURE THAT APPROPRIATE OZONE DEPLETING SUBSTANCE (ODS) SERVICING PROCEDURES ARE FOLLOWED. 5. IF THE PROJECT INCLUDES REMOVAL OF ANY CURRENTLY PERMITTED AIR EMISSION SOURCES, CONTACT AQ PROGRAM AT PHONE NUMBERS BELOW. AQ IF THE PROJECT INCLUDES REMOVAL OF ANY CURRENTLY PERMITTED AIR EMISSION SOURCES, CONTACT AQ PROGRAM AT PHONE NUMBERS BELOW. AQ PROGRAM CONTACTS: STAN OHRABLO, 451-5836 TRAVIS VOORHEES, 451-9421
AutoCAD SHX Text 03 30 00 CAST-IN-PLACE CONCRETE 1. COMPLY WITH THE PROVISIONS OF THE AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318, LATEST EDITION). COMPLY WITH THE PROVISIONS OF THE AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318, LATEST EDITION). 2. PROPORTION NORMAL-WEIGHT CONCRETE MIXTURE AS FOLLOWS: PROPORTION NORMAL-WEIGHT CONCRETE MIXTURE AS FOLLOWS: A. MINIMUM COMPRESSIVE STRENGTH: 34.5 MPA 5,000 PSI AT 28 DAYS. TYPE II PORTLAND CEMENT B. MAXIMUM WATER-CEMENTITIOUS MATERIALS RATIO: 0.40. MAXIMUM WATER-CEMENTITIOUS MATERIALS RATIO: 0.40. C. SLUMP LIMIT: 100 MM 4 INCHES FOR CONCRETE WITH VERIFIED SLUMP OF 50 TO 100 MM 2 TO 4 INCHES BEFORE ADDING HIGH-RANGE WATER-REDUCING ADMIXTURE OR PLASTICIZING SLUMP LIMIT: 100 MM 4 INCHES FOR CONCRETE WITH VERIFIED SLUMP OF 50 TO 100 MM 2 TO 4 INCHES BEFORE ADDING HIGH-RANGE WATER-REDUCING ADMIXTURE OR PLASTICIZING ADMIXTURE PLUS OR MINUS 25 MM 1 INCH. D. AIR CONTENT: 5.5 PERCENT, PLUS OR MINUS 1.5 PERCENT AT POINT OF DELIVERY FOR 38 MM 1-1/2 INCH NOMINAL MAXIMUM AGGREGATE SIZE. AIR CONTENT: 5.5 PERCENT, PLUS OR MINUS 1.5 PERCENT AT POINT OF DELIVERY FOR 38 MM 1-1/2 INCH NOMINAL MAXIMUM AGGREGATE SIZE. E. AIR CONTENT: 6 PERCENT, PLUS OR MINUS 1.5 PERCENT AT POINT OF DELIVERY FOR [25 MM 1 INCH][ 19 MM 3/4 INCH] NOMINAL MAXIMUM AGGREGATE SIZE. AIR CONTENT: 6 PERCENT, PLUS OR MINUS 1.5 PERCENT AT POINT OF DELIVERY FOR [25 MM 1 INCH][ 19 MM 3/4 INCH] NOMINAL MAXIMUM AGGREGATE SIZE. F. AIR CONTENT: DO NOT ALLOW AIR CONTENT OF TROWEL-FINISHED FLOORS TO EXCEED 3 PERCENT. READY-MIX CONCRETE PROVIDE CONCRETE THAT MEETS THE REQUIREMENTS OF ASTM AIR CONTENT: DO NOT ALLOW AIR CONTENT OF TROWEL-FINISHED FLOORS TO EXCEED 3 PERCENT. READY-MIX CONCRETE PROVIDE CONCRETE THAT MEETS THE REQUIREMENTS OF ASTM C94/C94M. 3. READY-MIXED CONCRETE MANUFACTURER MUST PROVIDE DUPLICATE DELIVERY TICKETS WITH EACH LOAD OF CONCRETE DELIVERED. PROVIDE DELIVERY TICKETS WITH THE FOLLOWING INFORMATION IN READY-MIXED CONCRETE MANUFACTURER MUST PROVIDE DUPLICATE DELIVERY TICKETS WITH EACH LOAD OF CONCRETE DELIVERED. PROVIDE DELIVERY TICKETS WITH THE FOLLOWING INFORMATION IN ADDITION TO THAT REQUIRED BY ASTM C94/C94M: TYPE AND BRAND CEMENT, CEMENT AND COMPLEMENTARY CEMENTITIOUS MATERIALS CONTENT IN 43 KILOGRAM 94-POUND BAGS PER CUBIC METER YARD OF CONCRETE, MAXIMUM SIZE OF AGGREGATE, AND AMOUNT AND BRAND NAME OF ADMIXTURES. 4. NON-SHRINK GROUT: ASTM C1107/C1107M. NON-SHRINK GROUT: ASTM C1107/C1107M. 5. VAPOR RETARDER AND VAPOR BARRIER ASTM E1745 CLASS A POLYETHYLENE SHEETING, MINIMUM 0.38 MM 15 MIL THICKNESS OR ASTM E1993/E1993M BITUMINOUS MEMBRANE OR OTHER EQUIVALENT VAPOR RETARDER AND VAPOR BARRIER ASTM E1745 CLASS A POLYETHYLENE SHEETING, MINIMUM 0.38 MM 15 MIL THICKNESS OR ASTM E1993/E1993M BITUMINOUS MEMBRANE OR OTHER EQUIVALENT MATERIAL WITH A MAXIMUM PERMEANCE RATING OF 0.01 PERMS PER ASTM E96/E96M. 6. EXPANSION/CONTRACTION JOINT FILLER ASTM D1751 OR ASTM D1752 TYPE I OR II. MATERIAL MUST BE 13 MM 1/2 INCH THICK. EXPANSION/CONTRACTION JOINT FILLER ASTM D1751 OR ASTM D1752 TYPE I OR II. MATERIAL MUST BE 13 MM 1/2 INCH THICK. 7. WELDED WIRE REINFORCEMENT ASTM A1064/A1064M. PROVIDE FLAT SHEETS OF WELDED WIRE REINFORCEMENT TYPE. ROLL TYPE NOT ACCEPTABLE. WELDED WIRE FABRIC MUST BE PROPERLY WELDED WIRE REINFORCEMENT ASTM A1064/A1064M. PROVIDE FLAT SHEETS OF WELDED WIRE REINFORCEMENT TYPE. ROLL TYPE NOT ACCEPTABLE. WELDED WIRE FABRIC MUST BE PROPERLY SUPPORTED PRIOR TO TO PLACING CONCRETE. HOOKING OF FABRIC NOT PERMITTED. 8. ALL REINFORCEMENT REINFORCEMENT BARS MUST BE: ASTM A-615 AND ALL REINFORCEMENT REINFORCEMENT BARS MUST BE: ASTM A-615 AND 9. CONCRETE - SELF-LEVELING COMPOUND: CONCRETE - SELF-LEVELING COMPOUND: A. PORTLAND CEMENT BASED, SELF FINISHING, ONE COMPONENT UNDERLAYMENT. COMPLY WITH: ASTM C 109: COMPRESSIVE STRENGTH OF HYDRAULIC MORTARS; ASTM C 191: SETTING TIME OF PORTLAND CEMENT BASED, SELF FINISHING, ONE COMPONENT UNDERLAYMENT. COMPLY WITH: ASTM C 109: COMPRESSIVE STRENGTH OF HYDRAULIC MORTARS; ASTM C 191: SETTING TIME OF HYDRAULIC CEMENT; ASTM C 1059: STANDARD SPECIFICATIONS FOR LATEX AGENTS FOR BONDING FRESH TO HARDENED CONCRETE. B. 2. COMPRESSIVE STRENGTH: ASTM C 109 MODIFIED: 5500 PSI (37.9 MPA) @ 28 DAYS. TENSILE BOND STRENGTH: ASTM C 1059: 400 PSI (2.8 MPA) @ 28 DAYS. 2. COMPRESSIVE STRENGTH: ASTM C 109 MODIFIED: 5500 PSI (37.9 MPA) @ 28 DAYS. TENSILE BOND STRENGTH: ASTM C 1059: 400 PSI (2.8 MPA) @ 28 DAYS. COMPRESSIVE STRENGTH: ASTM C 109 MODIFIED: 5500 PSI (37.9 MPA) @ 28 DAYS. TENSILE BOND STRENGTH: ASTM C 1059: 400 PSI (2.8 MPA) @ 28 DAYS. C. 3. COMPLY WITH MANUFACTURER'S PRINTED INSTRUCTIONS FOR SURFACE PREPARATION; SEALING OF ALL PERIMETER OPENINGS; PRIMING BONDING ADHESIVE; AND METHOD OF APPLICATION. 3. COMPLY WITH MANUFACTURER'S PRINTED INSTRUCTIONS FOR SURFACE PREPARATION; SEALING OF ALL PERIMETER OPENINGS; PRIMING BONDING ADHESIVE; AND METHOD OF APPLICATION. COMPLY WITH MANUFACTURER'S PRINTED INSTRUCTIONS FOR SURFACE PREPARATION; SEALING OF ALL PERIMETER OPENINGS; PRIMING BONDING ADHESIVE; AND METHOD OF APPLICATION. 9. CONCRETE - NON-SHRING GROUT: CONCRETE - NON-SHRING GROUT: A. NONMETALLIC PORTLAND, HYDRAULIC-CEMENT GROUT (NON-SHRINK) CEMENT BASED MATERIAL. NONMETALLIC PORTLAND, HYDRAULIC-CEMENT GROUT (NON-SHRINK) CEMENT BASED MATERIAL. B. COMPLY WITH: ASTM C1107; ASTM E488 STANDARD TEST METHODS FOR STRENGTH OF ANCHORS IN CONCRETE AND MASONRY ELEMENTS; U.S. ARMY CORPS OF ENGINEERS (USACE-CRD 621); COMPLY WITH: ASTM C1107; ASTM E488 STANDARD TEST METHODS FOR STRENGTH OF ANCHORS IN CONCRETE AND MASONRY ELEMENTS; U.S. ARMY CORPS OF ENGINEERS (USACE-CRD 621); ASTM C109/C109M TEST METHOD FOR COMPRESSIVE STRENGTH OF HYDRAULIC CEMENT MORTARS; ASTM C827 TEST METHOD FOR CHANGE IN HEIGHT AT EARLY AGES OF CYLINDRICAL SPECIMENS; ASTM C939 TEST METHOD FOR FLOW OF GROUT FOR PREPLACED-AGGREGATE CONCRETE (FLOW CONE METHOD). C. COMPRESSIVE STRENGHT, ASTM C109 MODIFIED PER C1107 PLASTIC CONSISTENCY: 28 DAYS 14,000 PSI (96.5 MPA).COMPRESSIVE STRENGHT, ASTM C109 MODIFIED PER C1107 PLASTIC CONSISTENCY: 28 DAYS 14,000 PSI (96.5 MPA).
PERFORATED METAL PANELS: 1. PROVIDE COMPLETE SET OF FABRICATION DRAWINGS INCLUDING BUT NOT LIMITED TO MATERIALS, THICKNESS, SAMPLES, CONNECTIONS, CALCULATIONS, ETC. PROVIDE COMPLETE SET OF FABRICATION DRAWINGS INCLUDING BUT NOT LIMITED TO MATERIALS, THICKNESS, SAMPLES, CONNECTIONS, CALCULATIONS, ETC. FOR APPROVAL. THE COMPLETE SYSTEM MUST COMPLY WITH CURRENT CODE REQUIREMENTS 2. MATERIAL: STAINLESS STEEL MATERIAL: STAINLESS STEEL 3. HOLE TYPE: ROUND. SIZE, PATTERN, AND ARRANGEMENT TO BE SELECTED FROM ACTUAL SAMPLES PROVIDED AT THE SHOP DRAWING REVIEW PHASE HOLE TYPE: ROUND. SIZE, PATTERN, AND ARRANGEMENT TO BE SELECTED FROM ACTUAL SAMPLES PROVIDED AT THE SHOP DRAWING REVIEW PHASE 4. THICKNESS: " OR AS RECOMMENDED BY THE MANUFACTURER FOR THIS APPLICATION THICKNESS: " OR AS RECOMMENDED BY THE MANUFACTURER FOR THIS APPLICATION 316" OR AS RECOMMENDED BY THE MANUFACTURER FOR THIS APPLICATION 5. PANEL FRAMES: PROFILE AND DIMENSIONS AS RECOMMENDED BY THE MANUFACTURER FOR THIS APPLICATION PANEL FRAMES: PROFILE AND DIMENSIONS AS RECOMMENDED BY THE MANUFACTURER FOR THIS APPLICATION 6. PERFORATED PANEL ATTACHMENT TO FRAME: AS RECOMMENDED BY THE MANUFACTURER FOR THIS APPLICATION PERFORATED PANEL ATTACHMENT TO FRAME: AS RECOMMENDED BY THE MANUFACTURER FOR THIS APPLICATION 7. FRAME ATTACHMENT TO RAILING: AS RECOMMENDED BY THE MANUFACTURER FOR THIS APPLICATIONFRAME ATTACHMENT TO RAILING: AS RECOMMENDED BY THE MANUFACTURER FOR THIS APPLICATION
1 2 3 4 6
1 2 3 4 6
1 2 3 4 6
1 2 3 4 6
NOTES FOR AS702 AND AS704
No. ITEM DEMO NOTE RENO NOTE
EXTERIOR STAIRS, FOUNDATION, RAILING, CONCRETE
LANDSCAPE CURB, MULCH, DECORATIVE ROCKS,
PAVING, ETC.
DEMO REPLACE AS SHOWN IN CONSTRUCTION DOCUMENTS
STAIR STRUCTURAL ATTACHMENT TO LEVEL 2 SLAB DEMO REPAIR, PATCH EXISTING CONCRETE TO MATCH EXISTING
FASCIA AND SOFFIT PARTIAL DEMO (ENTIRE FACADE SIDE OR BETWEEN PANEL
JOINTS)
REPLACE WITH NEW TO MATCH EXISING
RAILING (LEVEL 2) PARTIAL DEMO (BETWEEN EXISTING GUARDRAIL VERTICAL
POSTS)- SEE ELEVATIONS
REPLACE WITH NEW TO MATCH EXISTING, INSTALL NEW LEVEL 2 SLAB
METAL ANGLE TO MATCH EXISTING WHERE REQUIRED
SIDEWALK (BETWEEN EXP. JOINTS) DEMO REPLACE TO MATCH EXISTING COLOR AND FINISH, INSTALL EXP. JOINTS
AND CAULK
BICYCLE RACKS SALVAGE RE-INSTALL IN THE SAME LOCATIONS
CEILING SOFFIT PARTIAL DEMO RE-INSTALL SALVAGED ITEMS OR PROVIDE NEW TO MATCH EXISTING
LANDSCAPE DEMO TOP SOIL (4"), LIME AND SOD ALL DISTURBED AREAS
CONST. CONTR. NO.
DISCLOSURE OF INFORMATION CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. 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
(2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE
DATE OF RELEASE.
B. 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 SUBCONTRACT
UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION
TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
A101
GUSTAVO DE LUCA
GUSTAVO DE LUCA
GUSTAVO DE LUCA
GUSTAVO DE LUCA
THOMAS BURTON
PWO or OICC 29 APRIL 2020
REPLACE EXTERIOR STAIRS
AS702 & AS704
SITE PLANS & PHOTOS
60025759
NOTED 20-0003
3 6
SITE PLAN1
PHOTO2 PHOTO3
PHOTO4
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SHEET:
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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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CODE IDENT. NO
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APPROVED: PWO OR OICC:
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A101
CONST. CONTR. NO.
DISCLOSURE OF INFORMATION CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. 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
(2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE
DATE OF RELEASE.
B. 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 SUBCONTRACT
UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION
TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
A102
GUSTAVO DE LUCA
GUSTAVO DE LUCA
GUSTAVO DE LUCA
GUSTAVO DE LUCA
THOMAS BURTON
PWO or OICC 29 APRIL 2020
REPLACE EXTERIOR STAIRS
AS702 & AS704
EXIST. STAIR CONSTR. DOC.
60025760
NOTED 20-0003
4 6
EXISTING STAIR CONSTR. DETAILS1
CONSTRUCTION DOCUMENT INFORMATION ASSUMED TO BE THE EXISTING CONDITIONS. USE FOR REFERENCE ONLY.
CONTRACTOR MUST VERIFY ALL THE EXISTING CONDITIONS TO BE DEMOLISHED AND/OR MODIFIED
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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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CODE IDENT. NO
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NTS
A102
A-202
A-202
A-202
A-202
A-102
KEY PLAN
HIGH RAILING BRACKET
HIGH RAILING
HAND RAIL
STAIR THREADS - TYP
STEEL TUBE STRINGER - TYP
ALL CONDITIONS
EXISTING RAIL MODIFIED TO RECEIVE
NEW STAIR - TYP BOTH SIDES
EDGE OF SOFFIT AND GUTTER ABOVE
DO NOT DISTURB
GUARD RAIL BRACKET CENTERED
EVERY OTHER STEP ("DIM A") EXCEPT
AS NOTED
3"
D
M
A
E
Q
DIM "A"
E Q
DIM "A"
DIM "A"
DIM "A" DIM "A" DIM "A"
DIM "A"
BALANCE
3'-8"
8 THREADS @ 11' EA
8 THREADS @ 11' EA
LEVEL 1 - EDGE OF EXISTING CONC. SLAB
LEVEL 2 - EDGE OF EXISTING CONC. SLAB
LEVEL 2 - EXISTING RAILING
STAIR THREADS - TYP
STEEL TUBE STRINGER - TYP ALL CONDITIONS
RAILING BRACKET (RAILING NOT SHOWN FOR CLARITY)
FIRST LANDING CONC SLAB, PEDESTAL AND BRICK VENEER
PEDESTAL
STAIR CONC. SLAB (ALIGNED WITH INTERIOR SIDE OF
EXISTING BRICK PILASTER ON PLAN SOUTH & ALIGNED
WITH STAIR BRICK PEDESTAL PLAN WEST)
EXP JOINT
CAULK
ASPHALT COMP FILLER
NEW CONC SLAB
SEE OTHER DETAILS
EXIST. SIDEWALK FV
CONFIGURATION
7"
3"
FIRST LANDING REINF
CONC PEDESTAL
CONC PEDESTAL
BRICK VENEER
" RAILING WELDED
TO ANGLE
2"x 2.75"STEEL TUBE
CENTERED IN 3.5" x 7"
STEEL PLATE W/
FASTENERS
STRUCTURAL TUBE
THRU BOLT
FIRST LANDING REINF
CONC PEDESTAL
CONC PEDESTAL
BRICK VENEER
" RAILING
" HAND RAIL CONT
F
V
M
A T
C H
X I S
T
R
A
L
V
3"
STRUCTURAL TUBE
1'-0"
6 - #5 CONT. W/#3 @ 16" OC
TRANS.
5" CONC SLAB ON GRADE
W/ 6x6 - W2.9 x W2.9 WWR
EXIST. SIDEWALK BEYOND
FINISH GRADE
3" MIN CONCRETE COVER
TYP VERT & HORIZ COND.
CENTER LINE OF PERFORATED
PANEL FRAME BRACKET
HANDRAIL
RAIL BRACKET
STRINGER
STAIR RAILING
3"
PERFORATED PANEL
FRAME
PERFORATED PANEL
3"
EQ
STRUCTURAL THRU BOLT
ALIGNED WITH BRACKET
FASTENERS
HANDRAIL
RAIL BRACKET
STRINGER
GUARDRAIL
PERFORATED PANEL
FRAME
PERFORATED PANEL
ONE PIECE DIAMOND TREAD
WITH ABRASIVE NOISING OR BAR
GRATING THREAD WITH WELDED
ABRASIVE NOISING
LEVEL 1 - EDGE OF EXISTING CONC. SLAB
NEW CONC. SLAB-BROOM FINISH
EXP JOINTS
LEVEL 1 - EDGE OF EXISTING CONC. SLAB
CONTROL JOINTS
SLOPE AWAY FROM EXISTING BUILDING
AND FROM FIRST LANDING PILASTER
SLAB EDGE BELOW
CONST. CONTR. NO.
DISCLOSURE OF INFORMATION CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. 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
(2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE
DATE OF RELEASE.
B. 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 SUBCONTRACT
UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION
TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
A201
GUSTAVO DE LUCA
GUSTAVO DE LUCA
GUSTAVO DE LUCA
GUSTAVO DE LUCA
THOMAS BURTON
PWO or OICC 29 APRIL 2020
REPLACE EXTERIOR STAIRS
AS702 & AS704
PLANS, SECTIONS, DETAILS & ELEVATIONS
60025761
NOTED 20-0003
5 6
FLOOR PLAN LEVEL 15
STRUCTURAL PLAN2FLOOR PLAN LEVEL 21 DETAIL3
RAILING ELEVATION4
PARTIAL ELEVATION-INFILL PANEL6 PARTIAL ELEVATION-INFILL PANEL7
FOUNDATION PLAN8
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text 80091
AutoCAD SHX Text E1
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MARINE CORPS BASE
AutoCAD SHX Text
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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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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INFILL PANELS NOT
SHOWN FOR CLARITY.
SEE TYP PARTIAL ELEV
INFILL PANELS NOT
SHOWN FOR CLARITY.
SEE TYP PARTIAL ELEV
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EXIST BRICK
PILASTER BEYOND
EXIST RAILING.
MODIFY PER NEW
LAY OUT
EXIST STEEL
ANGLE MODIFY
PER NEW LAY OUT
EXIST METAL
FASCIA MODIFY
PER NEW LAY OUT
RAILING
FIRST LANDING
PEDESTAL
CONCRETE SLAB
ON GRADE
STRINGER
APROX EXTENT OF EXIST RAILING, RAILING
SLAB ANGLE, FASCIA AND SOFFIT
AFFECTED BY NEW STAIRS. REMOVE AND REPLACE
TO MATCH EXISTING MATERIALS AND LAYOUT
INFILL PANELS NOT SHOWN
FOR CLARITY. SEE TYP
PARTIAL ELEV
04- LANDING STRUCTURAL PLAN
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1 THREAD + 12"
AND FROM FIRST LANDING PILASTER
SECTION 2
EXIST BRICK
PILASTER BEYOND
EXIST FASCIA &
SOFFIT DO NOT
DISTURB
EXIST STEEL
ANGLE MODIFY
PER NEW LAY OUT
EXIST METAL
FASCIA & SOFFIT
MODIFY PER NEW
LAY OUT
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RAILING
FIRST LANDING
PEDESTAL
NEW STAIR
CONCRETE SLAB
ON GRADE
STRINGER
APROX EXTENT OF EXIST RAILING, RAILING
SLAB ANGLE, FASCIA AND SOFFIT
AFFECTED BY NEW STAIRS. REMOVE AND REPLACE
TO MATCH EXISTING MATERIALS AND LAYOUT
A-202
A-202
A-202
A-202
A-102
KEY PLAN
BALCONY RAILING
REAIR/PATCH EXIST
CONC SLAB
EXP JOINT
METAL GRATING
STRUCTURAL TUBE
4-5/8" THRU BOLTS
W/PRESSURE WASHERS
4" x
" x FULL WITH
STEEL PLATE BOTH SIDES
STRINGER
EXIST STRUCTURE
FASCIA TO MATCH EXIST
#3 STIRUPS @ 12" OC
#5 CONT. @ 6" OC
#5 STRAIGHT @ 6" OC BOTH
WAYS
3'-4"
COMPACTED SUBGRADE
95% ASTM D-1557
MASONRY TIES @ 16" OC
VERTICAL & HORIZONTAL
3"
#5 @ 12" OC BOTH
WAYS
#3 STIRUPS @ 7" OC
#5 CONT. @ 6" OC TOP AND
BOTTOM
3" CONC COVERAGE TYP
ALL BELOW GROUND
#5 @ 12" OC BOTH WAYS
#3 STIRUPS @ 12" OC
#5 STRAIGHT @ 6" OC BOTH
WAYS
4'-0
COMPACTED SUBGRADE
95% ASTM D-1557
" EJ TYP
3"
#3 STIRUPS @ 7" OC
#5 CONT. @ 6" OC TOP AND
BOTTOM
#5 @ 6" OC CONT.
2'-4
" 2'-4
4'-8
8'-4"
4'-2"4'-2"
4'-0
CONST. CONTR. NO.
DISCLOSURE OF INFORMATION CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. 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
(2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE
DATE OF RELEASE.
B. 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 SUBCONTRACT
UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION
TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
A202
GUSTAVO DE LUCA
GUSTAVO DE LUCA
GUSTAVO DE LUCA
GUSTAVO DE LUCA
THOMAS BURTON
PWO or OICC 29 APRIL 2020
REPLACE EXTERIOR STAIRS
AS702 & AS704
PLANS, SECTIONS, DETAILS & ELEVATIONS
600252762
NOTED 20-0003
6 6
ELEVATION 11 SECTION 12
ELEVATION 24
SECTION 35
SECTION 23
FIRST LANDING WALL SECTION8 FIRST LANDING WALL SECTION9
FIRST LANDING HORIZ SECTION7SECTION AT LEVEL 26
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AutoCAD SHX Text NOTES: 1. THE CONTRACTORS MUST FIELD VERIFY ALL THE CONDITIONS SHOWN. THESE DETAILS AND RECOMMENDATIONS MUST NOT BE CONSIDERED THE FINAL DESIGN. IT IS THE MANUFACTURERS RESPONSIBILITY TO REPRESENT THE SCOPE OF WORK IN SUFFICIENT THE CONTRACTORS MUST FIELD VERIFY ALL THE CONDITIONS SHOWN. THESE DETAILS AND RECOMMENDATIONS MUST NOT BE CONSIDERED THE FINAL DESIGN. IT IS THE MANUFACTURERS RESPONSIBILITY TO REPRESENT THE SCOPE OF WORK IN SUFFICIENT DETAILS IN THE SHOP DRAWING SUBMITTAL OF THE VARIOUS SYSTEMS IN THIS PROJECT. THE MANUFACTURERS MUST PERFORM THE APPROPRIATE CALCULATIONS TO DETERMINE APPROPRIATE MATERIALS, LOADS, CODE COMPLIANCE REQUIREMENTS, ETC. THE MANUFACTURER CAN PROVIDE ALTERNATE DETAILING FOR CONSIDERATION AND APPROVAL BY THE GOVERNMENT, PROVIDED THAT THE AESTHETIC CONSIDERATIONS ARE MET. 2. SUBMIT SHOP DRAWINGS FOR APPROVAL BEFORE PROCEEDING WITH THE WORK. UNDER NO CIRCUMSTANCES CAN THE REPRODUCTION OF THE CONTRACT DRAWINGS BE USED AS SHOP DRAWINGS. THE SHOP DRAWING SUBMITTALS FOR THE STAIR RAILING AND SUBMIT SHOP DRAWINGS FOR APPROVAL BEFORE PROCEEDING WITH THE WORK. UNDER NO CIRCUMSTANCES CAN THE REPRODUCTION OF THE CONTRACT DRAWINGS BE USED AS SHOP DRAWINGS. THE SHOP DRAWING SUBMITTALS FOR THE STAIR RAILING AND THE REINFORCED CONCRETE FIRST LANDING MUST BE DONE AND SIGNED BY A LICENSED STRUCTURAL ENGINEER. 3. THE BRICK AND CONCRETE FINISH MUST MATCH EXISTING CONDITIONS. ALL FINISHES MUST BE APPROVED BY THE MCBCL-BEAP BOARD THE BRICK AND CONCRETE FINISH MUST MATCH EXISTING CONDITIONS. ALL FINISHES MUST BE APPROVED BY THE MCBCL-BEAP BOARD 4. All RAILINGS MUST BE HOT DEEP GALVANIZED All RAILINGS MUST BE HOT DEEP GALVANIZED 5. ALL CHANGES TO THE EXISTING RAILING, FASCIA, SOFFIT AND ANY OTHER ITEM AFFECTED BY THE RENOVATION MUST MATCH THE EXISTING CONDITIONS (FOR EXAMPLE: MATERIALS, FINISHES, ETC.) ALL CHANGES TO THE EXISTING RAILING, FASCIA, SOFFIT AND ANY OTHER ITEM AFFECTED BY THE RENOVATION MUST MATCH THE EXISTING CONDITIONS (FOR EXAMPLE: MATERIALS, FINISHES, ETC.) 6. FOR BIDING PURPOSES ASSUME THAT BOTH BUILDINGS WILL BE OCCUPIED DURING THE DURATION OF THE RENOVATION. PROVIDE CODE COMPLIANT MEANS OF EGRESS AT ALL TIMES FOR BOTH LEVELS 1 AND 2. THE CONTRACTOR MUST ONLY WORK ON ONE FOR BIDING PURPOSES ASSUME THAT BOTH BUILDINGS WILL BE OCCUPIED DURING THE DURATION OF THE RENOVATION. PROVIDE CODE COMPLIANT MEANS OF EGRESS AT ALL TIMES FOR BOTH LEVELS 1 AND 2. THE CONTRACTOR MUST ONLY WORK ON ONE STAIR PER BUILDING AT THE TIME. PROVIDE TEMPORARY STAIR TO WARRANTY TWO MEANS OF EGRESS AT ALL TIMES
AutoCAD SHX Text
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
AutoCAD SHX Text
DESIGN DIR.
AutoCAD SHX Text
SUBMITTED BY:
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NAVFAC DRAWING NO.
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CODE IDENT. NO
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SIZE
AutoCAD SHX Text PWD No.
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SCALE:
AutoCAD SHX Text
SATISFACTORY TO:
AutoCAD SHX Text
APPROVED: PWO OR OICC:
AutoCAD SHX Text
DR.
AutoCAD SHX Text
DES.
AutoCAD SHX Text
CHK.
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DATE:
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DATE:
AutoCAD SHX Text
OF
AutoCAD SHX Text 3/8"= 1'-0"
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AutoCAD SHX Text 3/8"= 1'-0"
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AutoCAD SHX Text 3/8"= 1'-0"
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AutoCAD SHX Text 3/8"= 1'-0"
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AutoCAD SHX Text 3/8"= 1'-0"
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AutoCAD SHX Text 3/8"= 1'-0"
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AutoCAD SHX Text 3/8"= 1'-0"
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AutoCAD SHX Text 3/8"= 1'-0"
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AutoCAD SHX Text 1 1/2"= 1'-0"
A202
| Sheets and Views |
| 20-0003 - REPL STAIRS AS 702 & AS704 - T1-G001 |
| 20-0003 - REPL STAIRS AS 702 & AS704 - T1-G002 |
| 20-0003 - REPL STAIRS AS 702 & AS704-A101 |
| 20-0003 - REPL STAIRS AS 702 & AS704-A102 |
| 20-0003 - REPL STAIRS AS 702 & AS704-A201 |
| 20-0003 - REPL STAIRS AS 702 & AS704-A202 |
File details come from the government source that posted it. Updated .