Option 13 - Accessory Structure_REV2.pdf
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- Solicitation number
- N4008526R0005
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Document Summary
This is a set of architectural construction drawings for a new accessory storage structure to be built at a federal facility. The drawings depict a single-story metal building with dimensions of approximately 150 square feet, featuring painted insulated metal wall panels with R-26 minimum insulation, a standing seam metal roof with R-5 minimum thermal blocks, and horizontal girt framing. The structure includes two doors: one standard hinged metal door (3' x 6'8") and one 5' x 8'7" overhead coiling door, both rated for 45-minute fire resistance and equipped with removable flood barrier panels rated 24 inches high.
The construction specifications require 1-hour fire-rated insulated metal wall panels, a 24-inch high concrete curb foundation, and interior storage capacity. Key work notes indicate that an existing roof overhang on Building 242 must be demolished, the accessory structure must be relocated to the eastern side of Building 242, exterior flood lights require relocation, and the contractor must conduct structural calculations stamped by a professional engineer to ensure integrity of the remaining structure after existing roof demolition. The drawings include detailed wall sections, door schedules, elevation views from all four cardinal directions, roof plans, and section details specifying material assemblies, flashing requirements, and closure systems.
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Text version
SUMMARY OF MAJOR CHANGES
- INSTALL 11 FOOT X 15 FOOT FREE STANDING BUILDING ON THE
BERTH 5 SIDE OF BUILDING 242. MAINTAIN 6 INCH (+/-) SEPERATION
FROM BUILDING 242.
- INSTALL 8 FOOT X 5 FOOT CONCRETE LANDING 12 INCHES ABOVE
EXISTING GRADE. TOP OF CONCRETE PAD MUST BE AT THE SAME
ELEVATION AS THE PERSONNEL DOOR. INSTALL RAILINGS ALONG
THE SIDES OF THE LANDING.
- INSTALL 8 FOOT X 11 FOOT CONCRETE RAMP FROM CONCRETE
PAD. SLOPE OF RAMP MUST NOT EXCEED 1:10. INSTALL RAILINGS
ALONG THE SIDES OF THE RAMP.
- PERMANENT RELOCATION OF STORAGE RACK NOT REQUIRED.
- 10" GATE VALVE, 10" BY PASS CONNECTION AND PIG LAUNCHING
CONNECTION, 1" CURB STOP AND BOX, AND DRAIN TO 3/4"
CRUSHED STONE BED DOES NOT NEED TO BE RELOCATED FROM
WHAT IS SHOWN ON SHEET C-102.
NEW WORK KEYNOTES
1. INSTALL 11 FOOT X 15 FOOT FREE STANDING BUILDING ON THE
BERTH 5 SIDE OF BUILDING 242. MAINTAIN 6 INCH (+/-) SEPERATION
FROM BUILDING 242.
2. INSTALL 8 FOOT X 5 FOOT CONCRETE LANDING 12 INCHES ABOVE
EXISTING GRADE. TOP OF CONCRETE PAD MUST BE AT THE SAME
ELEVATION AS THE PERSONNEL DOOR. INSTALL RAILINGS ALONG
THE SIDES OF THE LANDING.
3. INSTALL 8 FOOT X 11 FOOT CONCRETE RAMP FROM CONCRETE
PAD. SLOPE OF RAMP MUST NOT EXCEED 1:10. INSTALL RAILINGS
ALONG THE SIDES OF THE RAMP.
1.
2.
3.
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GRAPHIC SCALE(S)
KEY PLAN
SUMMARY OF MAJOR CHANGES
- ACCESSORY STRUCTURE DIMENSIONS ARE 11 FOOT X 15 FOOT
WITH A 24 INCH HIGH CONCRETE CURB FOUNDATION.
- THE SLOPE OF THE ACCESSORY STRUCTURE ROOF IS RIGHT TO
LEFT WHEN VIEWED FROM THE NORTH ELEVATION.
- THE ROLL UP DOOR HAS BEEN ELIMINATED. THE PERSONNEL
DOOR IS NOW A DOUBLE DOOR.
- DRAWINGS NOT TO SCALE.
NORTH
8' -2
EXTERIOR LIGHT
SOUTH
24 INCH HIGH
CONCRETE
CURB
FOUNDATION
0'
MAINTAIN 0'-6"
'-0
6' -4
D
TOP OF LANDING
TOP OF
LANDING
CONCRETE
FOUNDATION
AC-3
A-403 H
A-403 D
STORAGE
ACCESSORY
STRUCTURE
9' - 0 11/16"
AC-B
A-403 E
A-403 I
STORAGE
150B
AC-B
INTERIOR EXTERIOR
RAKE TRIM
CLOSURE BY MTL
BLDG MANUF
CONT SEALANT
BY MTL BLDG
MANUF
UPPER INSULATION
LAYER W/ THERMAL
BLOCKS, MIN. R-5
THERMAL BLOCK
PURLIN ROOF
STRUCTURE
INSULATION LAYER
STANDING SEAM MTL
ROOF PANEL BY MTL
BLDG MANUF
STRUCTURAL FRAME
BY MTL BLDG MANUF
FABRIC LINER /
VAPOR RETARDER
AC-B
INTERIOR EXTERIOR
TRANSITION STRIP
HEAD FLASHING / DRIP
EDGE ASSEMBLY BY MTL
BLDG MANUF
FACE OF MTL WALL
PANEL ASSEMBLY
- BEYOND
FACE OF STRUCT
LINE / STRUCTURE
CONT BACKER ROD
& SEALANT
- TYP ENTIRE PERIM
GALV. STEEL CHANNEL
HEAD AND JAMBS
RO
UG
H
OP
NG
OVERHEAD COILING DOOR
JAMB TRACK- BEYOND
OVERHEAD COILING DOOR
GALV. STEEL CHANNEL
HEAD AND JAMBS
ACCESSORY
STRUCTURE
9' - 0 11/16"
AC-3
1-HOUR FIRE RATED
INSULATED METAL WALL
PANELS RUN HORIZONTALLY
AC-3
COLD-FORMED MTL. STUD
DESIGNED TO MEET CODE
AC-B
AC-1
INTERIOR EXTERIOR
TYPICAL EXTERIOR WALL ASSEMBLY
R-26 MINIMUM, METAL PANEL ASSEMBLY
HORIZONTAL GIRT FRAMING
EXTERIOR OUTSIDE CORNER METAL
TRIM BY MTL BLDG MANUF
CONT SEALANT BY
MTL BLDG MANUF
FACE OF STRUCT
LINE / STRUCTURE
INTERIOR OUTSIDE
CORNER METAL
TRIM BY MTL BLDG
MANUF
CONT SEALANT BY
MTL BLDG MANUF
FILL VOIDS WITH INSULATION
CONT SEALANT BY MTL BLDG
MANUF
AC-B
EXTERIORINTERIOR
TRANSITION STRIP
JAMB CLOSURE ASSEMBLY
BY MTL BLDG MANUF
FACE OF MTL WALL
PANEL ASSEMBLY
- ABOVE
CONT BACKER ROD &
SEALANT BY WDC FSB
- TYP ENTIRE PERIM
CONT BACKER ROD &
SEALANT BY WDC FSB
- TYP ENTIRE PERIM
RO
UG
H
OP
NG CONT BACKER ROD & SEALANT
BY MTL BLDG MANUF
MTL TRIM AT JAMB
OVERHEAD COILING DOOR
COLD ROLLED FRAMING BY MTL BLDG MANUF
- COORDINATE EXACT REQUIREMENTS WITH
COILING DOOR MANUF
BLDG 242
(EXISTING)
BLDG 238
(EXISTING)
EXISTING ROOF TO
REMAIN
EXISTING ROOF TO
BE DEMOLISHED
THE EXISTING ROOF TO BE DEMOLISHED IS PART OF B242. SINCE
BID OPTION #13 IS A DELEGATED DESIGN. THE CONTRACTOR
MUST PERFORM CALCULATIONS TO ENSURE THE STRUCTURAL
INTEGRITY OF THE REMAINING STRUCTURE. THE CALCULATIONS
MUST BE STAMPED BY A PROFESSIONAL STRUCTURAL
ENGINEER AND APPROPRIATE REINFORCEMENT MUST BE
UTILIZED, IF REQUIRED.
SCALE: 3/4" = 1'-0"
F
A-402 F WALL SECTION
SCALE:B AXONOMETRIC - 1
SCALE: 3/4" = 1'-0"
G
A-402 G WALL SECTION
SCALE: 1 1/2" = 1'-0"
F
A-403 E SECTION DETAIL
SCALE: 1 1/2" = 1'-0"
F
A-403 I SECTION DETAIL
SCALE: 1 1/2" = 1'-0"
G
A-403 D SECTION DETAIL
SCALE: 1 1/2" = 1'-0"
G
A-403 H SECTION DETAIL
SCALE: 1 1/2" = 1'-0"
H
A-402 C
PLAN
DETAIL
SCALE: 1 1/2" = 1'-0"
H
A-402 A
PLAN
DETAIL
DOOR SCHEDULE - ACCESSORY BUILDING
DOOR #
DOORS FRAMES
BLINDS
DETAILS
GLAZING TYPE RATING HDWR SET CARD READER DOOR CONTACT REMARKSTYPE MATERIAL FINISH WIDTH HEIGHT TYPE MATERIAL FINISH HEAD JAMB SILL
150A HM-1 HM PNT 3' - 0" 6' - 8" HMF-2 HM PNT C/A501 I/A501 H/A801 NA 45MIN ACCESSORY BUILDING DOOR 150B STL PNT 5' - 0" 8' - 7" MANF MANF MANF PNT B/A501 E/A501 F/A501 NA 45MIN ACCESSORY BUILDING COILING DOOR
APPROVED
SEAL
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
CHECKED BY
DRAWFORM REVISION: 25 AUGUST 2020
DESIGN MANAGER
PROJECT MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
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1 1/2" = 1' - 0" 0 6" 1' 2'3" 9"
3/4" = 1' - 0" 0 1' 5'6" 2' 3' 4'
GRAPHIC SCALE(S)
KEY PLAN
KEYNOTE
DEMO WORK
NEW WORK
BID OPTION # 13: NEW STORAGE BUILDING: PRICE TO INSTALL NEW STORAGE BUILDING IN
ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS
13.
7' - 0" TWO DOORS TOTAL. PROVIDE REMOVEABLE FLOOD BARRIER PANEL, 24" HIGH.
FLOOD PANEL
FRAME
1-HOUR FIRE RATED
INSULATED METAL
WALL PANELS
CONCRETE
FOUNDATION CURB SEE DETAIL C
ON SHEET
A-501
TOP OF
LANDING
SHEET
NAVFAC DRAWING NO.
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GRAPHIC SCALEGRAPHIC SCALE
GENERAL SHEET NOTES
NEW WORK KEYNOTES
PLAN
NORTHACCESSORY STRUCTURE SITE PLAN
SCALE: 1" = 5'
L IC ENSED
P R
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FESSIONA L ENGIN
EE
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A T E O
F N E W HA MP SH
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AARON
JOSEPH
BELANGER
No
SUMMARY OF MAJOR CHANGES
- ACCESSORY STRUCTURE IS RELOCATED TO THE EASTERN SIDE
OF BUILDING 242.
- RELOCATION OF TWO EXISTING FLOOD LIGHTS ON BUILDING 242
IS NOT REQUIRED.
1 2
NEW ACCESSORY STRUCTURE
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