N0017326Q1904_Attachment2_Porch_Roof_Stair_drawing.pdf
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- Solicitation number
- N0017326Q1904
About this file
This is a set of architectural construction drawings for the replacement of porches and stairs at Naval Research Laboratory (NRL) Building A59. The drawings are marked "FOR OFFICIAL USE ONLY - DISSEMINATION FOR SOURCE SELECTION PURPOSES" and reference project PW 6717.
The document contains multiple detailed plans and sections including: a stair demolition plan showing existing stair locations; framing plans for typical steel stairs at ground level and roof level; exterior stair locations plan for the new construction; and cross-sectional details (Sections 5, 6, and 7) depicting the structural specifications. The drawings indicate modifications to the building's exterior, with designated stair locations marked as WE 1, WE 2, and WE 3. The plans include specifications for steel construction, dimensional annotations, and material notes. A site plan of the NRL Base is included showing the location of Building A59 within the broader campus context. The drawings are prepared to technical standards with clear north orientation markers and scale notations (1/8"=1'-0" and 3/4"=1'-0") for proper interpretation of the construction requirements.
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STAIR DEMOLITION PLAN
N
S-1
NRL BUILDING A59 EXTERIOR
NRL BUILDING A59
STAIR LOCATIONS PLAN
N
S-1
NRL BUILDING A59 NEW EXTERIOR
NRL BUILDING A59
FRAMING PLAN - TYPICAL
N
S-1
STEEL STAIR GROUND LEVEL
S-1
FRAMING PLAN - TYPICAL
N
S-1
STEEL STAIR ROOF LEVEL
S-1
S-1
A A
A - A
SECTION - TYP
S-1
SECTION - TYP
S-1
SECTION - TYP
S-1
R E
P
LA
C E
P O
R C
H E
S A
N D
S
TA
IR
S
P W
B
U
IL
D
IN
G A
N A
V A
L R
E S
E A
R C
H L
A B
O R
A
TO
R Y
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AutoCAD SHX Text NOTES: 1. REMOVE EXISTING STAIR IN ITS ENTIRETY, INCLUDING ROOF REMOVE EXISTING STAIR IN ITS ENTIRETY, INCLUDING ROOF DECK, ROOF FRAMING, STEEL COLUMNS, STEEL STAIR, STAIR LANDING FRAMING, CONCRETE PEDESTALS, FOOTINGS, ETC. 2. PROJECT SHALL BE IN PHASES TO KEEP AT LEAST ONE PROJECT SHALL BE IN PHASES TO KEEP AT LEAST ONE EXISTING PORCH WITH STAIR BE IN USE AS EGRESS.
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AREA
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RSTRCT'D
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SHED
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POTOMAC RIVER
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POTOMAC RIVER
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POTOMAC RIVER
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POTOMAC RIVER
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MAGAZINE RD.
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SCHADE ST.
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THELEEN ST.
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FOLEY AVE.
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BELLEVUE DRIVE
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BELLEVUE DRIVE
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YOUNG ST.
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VAN KUREN AVE
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VAN KUREN AVE
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11TH. ST.
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9TH. ST.
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ALMY ST.
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BOWEN CIRCULE
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GREENLEE ST.
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12TH. ST.
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N ST.
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M ST.
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FOLEY AVE.
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BENNETT ST.
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15TH. ST.
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TUCKER ST.
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MARQUART ST.
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TUCKER ST.
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FURTH. ST.
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MARQUART ST.
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BELTZ AVE.
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CSX RR
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NAVY
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HOUSING
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FLAG POLE
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RAMP DOWN
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RAMP DOWN
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SALT DOME
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NRL BASE
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PROJECT LOCATION
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SCALE: N.T.S.
AutoCAD SHX Text NOTES: 1. SEE 3&4/S-1 FOR STAIR FRAMING. SEE 3&4/S-1 FOR STAIR FRAMING. 2. SEE NOTES OF 1/S-1 FOR ADDITIONAL INFORMATION. SEE NOTES OF 1/S-1 FOR ADDITIONAL INFORMATION.
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SEE NOTE 1 (REVERSE)
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SCALE: 1/2" = 1'-0"
AutoCAD SHX Text NOTES: 1. SLAB ON GRADE (SOG) SHALL BE 8" NORMAL WEIGHT CONCRETE REINFORCED SLAB ON GRADE (SOG) SHALL BE 8" NORMAL WEIGHT CONCRETE REINFORCED WITH #4 BARS @ 12" O.C. TOP OF BOTTOM OVER 6" COMPACTED GRAVEL. 2. "P" DESIGNATES HSS4x4x TUBE STEEL UNO. "P" DESIGNATES HSS4x4x TUBE STEEL UNO. 38 TUBE STEEL UNO. 3. DECK @ STAIR LANDING SHALL BE " STEEL PLATE UNO. TOP OF LANDING DECK @ STAIR LANDING SHALL BE " STEEL PLATE UNO. TOP OF LANDING 12" STEEL PLATE UNO. TOP OF LANDING (+3'-9") MEASURED FROM GROUND LEVEL BELOW (V.I.F.). 4. ALL STEEL SHALL CONFORM TO ASTM A36 Fy=36ksi UNO. ALL STEEL SHALL CONFORM TO ASTM A36 Fy=36ksi UNO. 5. STEEL STAIR AND RAILING SHALL BE CONSTRUCTED BY STAIR CONTRACTOR. STEEL STAIR AND RAILING SHALL BE CONSTRUCTED BY STAIR CONTRACTOR. DESIGN AND CONSTRUCTION OF STEEL STAIR AND RAILING SHALL MEET BUILDING CODES AS INDICATED BY GENERAL NOTES. ALL COLORS SHALL MATCH EXISTING.
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SLAB ON GRADE SEE NOTE 1
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STEEL STAIR & HANDRAIL BY STAIR SUPPLIER SEE NOTE 5
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DECK-SEE NOTE 3
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AutoCAD SHX Text NOTES: 1. ROOF DECK SHALL BE 1 ", 20 GA. TYPE B METAL ROOF DECK UNO. ROOF DECK SHALL BE 1 ", 20 GA. TYPE B METAL ROOF DECK UNO. 12", 20 GA. TYPE B METAL ROOF DECK UNO. 2. ROOF COLOR SHALL MATCH EXISTING.ROOF COLOR SHALL MATCH EXISTING.
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ROOF SLOPE DN 14" PER FOOT
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TOP OF STEEL EL: +7'-8" A.F.F.
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TOP OF STEEL EL: +7'-8" A.F.F.
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STEEL TUBE COLUMN-SEE PLAN
AutoCAD SHX Text BASE PLATE "x10"x10" 34"x10"x10" x10"x10" WITH (4) " x 12" 34" x 12"(9"+3" HOOK) A307 ANCHOR BOLTS OVER " 34" NON-SHRINK GROUT
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S.O.G.-SEE PLAN
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SCALE: 3/4" = 1'-0"
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ROOF DECK SEE PLAN
AutoCAD SHX Text CONT "x3"x2" BENT PLATE 14"x3"x2" BENT PLATE WELDED TO BEAM FLANGE FOR DECK SUPPORT
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(1) "x6"x6" CAP 12"x6"x6" CAP PLATE
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SCALE: 3/4" = 1'-0"
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SCALE: 3/4" = 1'-0"
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SEAL JOINT FOR WATERPROOF
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AutoCAD SHX Text CONT "x3"x3" BENT ATTACHED 14"x3"x3" BENT ATTACHED TO EX WALL. CONTRACTOR TO FIELD VERIFY EX WALL TYPE FOR CONNECTION DESIGNED BY EOR
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ROOFING
AutoCAD SHX Text CONT "x3"x2" BENT PLATE 14"x3"x2" BENT PLATE WELDED TO BEAM FLANGE FOR DECK SUPPORT
AutoCAD SHX Text GENERAL NOTES: 1. THIS PROJECT SHALL BE DESIGNED AND CONSTRUCTED PER UFC 3-301-01 THIS PROJECT SHALL BE DESIGNED AND CONSTRUCTED PER UFC 3-301-01 AND IBC 2021. 2. ALL DESIGN LOADS SHALL CONFORM TO ASCE 7 2016. ALL DESIGN LOADS SHALL CONFORM TO ASCE 7 2016. 3. FOUNDATION DESIGN IS BASED ON A MAXIMUM OF 1500 PSF SOIL BEARING FOUNDATION DESIGN IS BASED ON A MAXIMUM OF 1500 PSF SOIL BEARING CAPACITY THAT MUST BE VERIFIED UPON EXCAVATION. 4. REINFORCED CONCRETE SHALL CONFORM TO ACI 318. ALL CONCRETE SHALL BE REINFORCED CONCRETE SHALL CONFORM TO ACI 318. ALL CONCRETE SHALL BE NORMAL WEIGHT WITH A MINIMUM OF 4000 PSI COMPRESSIVE STRENGTH (28-DAY). 5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60. WELDED ALL REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. 6. ALL W SHAPE STRUCTURAL STEEL SHALL CONFORM TO ASTM A992, Fy=50 KSI. ALL W SHAPE STRUCTURAL STEEL SHALL CONFORM TO ASTM A992, Fy=50 KSI. ALL OTHER SHAPE STEEL SHALL CONFORM TO ASTM A36 Fy=36 KSI. ALL HOLLOW STRUCTURAL STEEL SHALL CONFORM TO ASTM A500 GRADE B Fy=46 KSI. 7. ALL WELD SHALL BE AWS D1.1 E70 ELECTRODES. ALL WELD SHALL BE AWS D1.1 E70 ELECTRODES. 8. ALL STEEL AND CONNECTION SHALL CONFORM TO AISC ASD 9TH EDITION ALL STEEL AND CONNECTION SHALL CONFORM TO AISC ASD 9TH EDITION ARCHITECTURAL EXPOSED STRUCTURAL STEEL UNLESS NOTED OTHERWISE. 9. ALL STEEL MUST BE HOP DIPPED GALVANIZED. ALL STEEL MUST BE HOP DIPPED GALVANIZED.
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NAVAL RESEARCH LABORATORY
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DISTRICT OF COLUMBIA
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PW 6717
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NRL CODE 3531
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FEB 10, 2020
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WASHINGTON DC
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CODE 3531 ENGINEERING - XXX
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DEPARTMENT OF THE NAVY
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SHOP NO.
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NAVAL FACILITIES ENGINEERING COMMAND
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DES:
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DATE
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APPROVED
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ACTIVITY
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DATE
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FOR COMMANDER NAVFAC
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A/E INFO
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OF
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FOR OFFICIAL USE ONLY - DISSEMINATION FOR SOURCE SELECTION PURPOSES
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FOR OFFICIAL USE ONLY - DISSEMINATION FOR SOURCE SELECTION PURPOSES
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WX
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