W912QR24R0015_Plans-0003.pdf

PDF 2 MB Posted Apr 22, 2024

Attached to: Design/Bid/Build Construction of Camp Pendleton Area Maintenance Support Activity (AMSA) and Vehicle Maintenance Shop (VMS)
Solicitation number: W912QR24R0015
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Apr 22, 2024

This document is a set of plans and drawings for the construction of a 15,000 square foot collocated Area Maintenance Support Activity (AMSA) and Vehicle Maintenance Shop (VMS) facility at Camp Pendleton, CA. The project is a Design/Bid/Build contract solicited under Solicitation No. W912QR24R0015 by the U.S. Army Corps of Engineers Louisville District. Key details include:

The facility will include site work, a vehicle wash rack/platform, bi-level equipment loading ramp, fencing, and utility connections. The contract duration is 900 calendar days from award. The project has a minimum 40-year design life and must comply with energy efficiency and accessibility requirements. The plans provide architectural, structural, mechanical, and interior design details for the new facility, as well as requirements for demolishing four existing buildings totaling 6,774 square feet. A 10-ton overhead crane system is to be incorporated into the design.

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Other files

File	Type	Posted
W912QR24R0015_Specs_Vol1-0003.pdf	PDF	Apr 22, 2024
W912QR24R0015_Specs_Vol2-0003.pdf	PDF	Apr 22, 2024
W912QR24R0015_Plans-0002.pdf	PDF	Apr 11, 2024
W912QR24R0015_Specs-0002.pdf	PDF	Apr 11, 2024
W912QR24R0015_Specs_Vol2-0001.pdf	PDF	Mar 25, 2024
W912QR24R0015_Plans_Vol2-0001.pdf	PDF	Mar 25, 2024
W912QR24R0015_Specs_Vol1-0001.pdf	PDF	Mar 25, 2024
W912QR24R0015_Plans_Vol1-0001.pdf	PDF	Mar 25, 2024
Site Visit Sign-In Sheet (20 March 2024).pdf	PDF	Mar 21, 2024
W912QR24R0015_Specs_Vol1-0000.pdf	PDF	Feb 28, 2024
W912QR24R0015_Plans-0000.pdf	PDF	Feb 28, 2024
W912QR24R0015_Specs_Vol3-0000.pdf	PDF	Feb 28, 2024
W912QR24R0015_Specs_Vol2-0000.pdf	PDF	Feb 28, 2024

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6" DIAMETER ROCK COBBLE

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SCALE: NTS

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2" ALUMINUM I.D. SIGN POST

SIGN PER PLAN

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5'- 0"

3'- 0"

12"

NOTE:

SET CENTER OF STOP SIGN

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ARROW MARKING

NOTES:

1. UTILIZE MUTCD

TYPE VI ARROW

2. PROVIDE WHITE

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1'-0" GRID A=14²

1" BAR, 16" LONG

SPACED AT 12" O.C.

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36" x 36"

BIOFILTRATION BASIN

SCALE:

NOTES:

1. PLANTER SOIL MIX TO CONSIST OF 20% COMPOST, 60% SAND, 20% TOP SOIL (NO CLAY).

2. BASIN DIMENSIONS PER CS101.

BASIN SECTION

CS101

EXCAVATED SLOPE

12" SOIL MEDIA WITH MIN. 5 IN/HR FILTRATION RATE

DRAIN ROCK

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SCALE: NTS

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NOTES:

1. CONCRETE PER SPECIFICATIONS.

6" 1'-6"

ES 10 1/2"

4 1/2"

12"

KEEP ADJACENT

GRADE 1" BELOW TOP

OF CURB MINIMUM

2" WEAKENED

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ASPHALT OR CONCRETE

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CONC SEE DETAIL L5/ CS501

RADIUS = 3/8" (TYP)

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SCARIFY AND RECOMPACT TO

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

US Army Corps of Engineers ®

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STRUCTURAL STEEL

S-1 STRUCTURAL STEEL WORK IS TO BE DETAILED AND CONSTRUCTED IN

ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

"SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" (LATEST EDITION) AND THE

“CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES”.

S-2 STRUCTURAL STEEL, UNLESS NOTED OTHERWISE, TO CONFORM TO THE

REQUIREMENTS OF ASTM STANDARDS AS INDICATED ON THE STEEL MATERIAL

SCHEDULE ON DRAWING S-601.

S-3 PRIOR TO FABRICATION, THE STEEL FABRICATOR IS TO SUBMIT TO THE

CONTRACTING OFFICER FOR REVIEW THE FOLLOWING:

A. DESIGN CALCULATIONS OF STRUCTURAL STEEL CONNECTIONS, PREPARED

BY OR UNDER THE SUPERVISION OF, A PROFESSIONAL ENGINEER

REGISTERED IN THE STATE OF WHICH THE PROJECT IS CONSTRUCTED AND

BEARING THE SEAL OF THE PROFESSIONAL ENGINEER.

B. SHOP DRAWINGS SHOWING ERECTION PLANS, PIECE DRAWINGS, AND

CONNECTION DETAILS.

S-4 THE STRUCTURAL STEEL FABRICATOR, AND/OR GENERAL CONTRACTOR, MUST

VERIFY EXISTING DIMENSIONS AND CONDITIONS AT THE SITE. DISCREPANCIES

FOUND ARE TO BE REPORTED TO THE CONTRACTING OFFICER PRIOR TO

PREPARATION OF SHOP DRAWINGS. SHOP DRAWINGS ARE TO INCLUDE FIELD

MEASUREMENTS AND CONDITIONS.

S-5 STRUCTURAL STEEL FABRICATOR IS TO PROVIDE FOR VERTICAL AND HORIZONTAL

FIELD ADJUSTMENT OF SUPPORT ASSEMBLIES.

S-6 STEEL BEAMS ARE TO BE EQUALLY SPACED IN BAYS UNLESS OTHERWISE NOTED.

S-7 FABRICATE AND INSTALL BEAMS WITH NATURAL CAMBER UP UNLESS CAMBER IS

NOTED ON THE DRAWINGS.

S-8 STRUCTURAL STEEL FRAMES SHALL BE SECURELY BRACED UNTIL FLOOR SLABS,

ROOF DECKS AND SHEAR WALLS HAVE BEEN INSTALLED AND BECOME CAPABLE OF

STABILIZING THE FRAMES.

S-9 BOLTED CONNECTIONS TO BE DESIGNED AND DETAILED ACCORDING TO AISC

TABLE 10-1 OR 10-2 – DOUBLE ANGLE CONNECTIONS. THE MINIMUM DEPTH OF THE

CONNECTION MUST BE MORE THAN 67% OF THE BEAM DEPTH EXCEPT THAT BEAMS

FRAMING TO COLUMNS TO HAVE FULL DEPTH CONNECTIONS USING 3/8" MINIMUM

CONNECTION ANGLES OR PLATES. NON- COMPOSITE BEAM CONNECTIONS TO BE

DESIGNED FOR ONE HALF THE UNIFORM LOAD CAPACITY OF THE BEAM AS

TABULATED BY AISC UNLESS HIGHER LOADS ARE INDICATED ON THE DRAWINGS.

S-10 UNLESS OTHERWISE NOTED, STRUCTURAL STEEL CONNECTIONS TO BE SHOP

WELDED AND FIELD BOLTED. CONNECTIONS ARE TO BE DESIGNED AND DETAILED

IN ACCORDANCE WITH AISC STANDARD 341 “SEISMIC PROVISIONS FOR STRUCTURAL

STEEL BUILDINGS.”

A. BOLTS: 3/4" DIAMETER ASTM A 325 UNO WITH MATCHING WASHERS AND

HEAVY HEX NUTS..

B. WELDS MUST BE ¼” FILLET WELDS UNLESS NOTED OTHERWISE.

S-11 POST INSTALLED ANCHORS SHOWN ON THE DRAWINGS ARE TO BE FURNISHED AND

INSTALLED PER PROJECT SPECIFICATION 05 05 20.

S-12 SUBSTITUTION OF EXPANSION ANCHORS FOR EMBEDDED ANCHORS SHOWN ON THE

DRAWINGS WILL NOT BE PERMITTED.

S-13 WELDING TO BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS)

"STRUCTURAL WELDING CODE-ANSI/AWS D1.1/D1.1M" (LATEST EDITION). USE E70XX

ELECTRODES UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

S-14 MANUFACTURE STEEL GRATING IN ACCORDANCE WITH THE “METAL BAR GRATING

MANUAL” AS PUBLISHED BY THE NATIONAL ASSOCIATION OF ARCHITECTURAL

METAL MANUFACTURERS, LATEST EDITION.

A. ALUMINUM FOR GRATING TO CONFORM TO ASTM B 221. GRATING TO BE

TYPE AS NOTED WITH MILL FINISH, UNO.

S-15 PAINT AND PROTECTION:

A. DO NOT PAINT THE TOP FLANGE OF BEAMS TO RECEIVE COMPOSITE SHEAR

CONNECTORS.

B. EXPOSED STRUCTURAL STEEL FOR SCREEN WALLS, EQUIPMENT

PLATFORMS, LOOSE ANGLE LINTELS ETC, TO BE HOT DIPPED GALVANIZED

PER ASTM A-123

C. GALVANIZED FASTENERS AND ACCESSORIES TO BE HOT DIPPED

GALVANIZED PER ASTM A153/A153M.

D. PROVIDE MINIMUM 3” CONCRETE COVER FOR STEEL BELOW GRADE.

E. PROVIDE SEPARATION BETWEEN ALUMINUM GRATE AND STEEL BEAMS TO

PREVENT CONTACT BETWEEN DISSIMILAR METALS.

METAL BUILDING SYSTEMS

MB-1 DESIGN, FABRICATION AND ERECTION OF THE PRE-ENGINEERED METAL BUILDING

SYSTEM MUST BE SUFFICIENT TO WITHSTAND LOADS FROM WIND, SNOW, GRAVITY,

STRUCTURAL MOVEMENT, SEISMIC ACTION AND HIGH BAY MAINTENANCE AREA 10-

TON BRIDGE CRANE WITHOUT EXCEEDING ALLOWABLE STRESSES AND

MUST BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE

FOLLOWING CODES:

A. METAL BUILDING MANUFACTURERS ASSOCIATION (MBMA) “METAL BUILDING

SYSTEMS MANUAL” (LATEST EDITION).

B. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) “SPECIFICATIONS

FOR STRUCTURAL STEEL BUILDINGS” AND STEEL DESIGN GUIDE SERIES 3:

“SERVICEABILITY DESIGN CONSIDERATIONS FOR LOW-RISE BUILDINGS”.

C. IRON AND STEEL INSTITUTE (AISI) “NORTH AMERICAN SPECIFICATION FOR

THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS” (LATEST

EDITION).

D. AMERICAN WELDING SOCIETY (AWS) “STRUCTURAL WELDING CODE STEEL

AWS D1.1/D1.1M”.

E. UNITED FACILITIES CRITERIA, UFC 3-301-01, “STRUCTURAL ENGINEERING”.

MB-2 DEFORMATIONS OF THE PRE-ENGINEERED BUILDING (INCLUDING BUT NOT LIMITED

TO LATERAL DRIFT, RACKING OF FRAMES, AND HORIZONTAL AND OR VERTICAL

DEFLECTION OF STRUCTURAL ELEMENTS, CLADDING OR OTHER SUPPORTED

ELEMENTS), IS TO BE LIMITED BY THE RECOMMENDATIONS SET FORTH IN AISC’S

STEEL DESIGN GUIDE SERIES 3: “SERVICEABILITY DESIGN CONSIDERATIONS FOR

LOW-RISE BUILDINGS,” AND AS FOLLOWS:

A. LATERAL SWAY OF MAIN FRAMES AT TOP OF MASONRY WALL H/480 or 3/4”

MAX

B. HORIZ DEFLECTION OF GIRTS SUPPORTING MASONRY WALL L/240 or 1-1/2”

MAX

C. VERTICAL DEFLECTION OF MAIN FRAME L/240 OR 6”

MAX

D. VERTICAL DEFLECTION OF PURLINS L/240 OR 1-1/2”

MAX

E. LATERAL MOVEMENT OF ELEMENTS SUPPORTING DRYWALL PARTITIONS (H=

PARTITION HT) H/240 PER UFC

3-301-01

TABLE 2-1

MB-3 WIND FORCES USED FOR COMPUTATION OF MEMBER STRESSES ARE TO BE BASED

ON THE 50-YEAR MEAN RECURRENCE INTERVAL (MRI) WIND SPEED CALCULATED

PER ASCE 7. COMPUTE DRIFT DUE TO WIND BASED ON THE 10-YEAR MEAN

RECURRENCE INTERVAL (MRI) WIND SPEED CALCULATED PER ASCE 7.

MB-4 PRIOR TO FABRICATION, CONTRACTOR IS TO SUBMIT THE FOLLOWING ITEMS TO

THE CONTRACTING OFFICER FOR REVIEW. SUBMITTED ITEMS MUST BE PREPARED

BY, OR UNDER THE SUPERVISION OF, A PROFESSIONAL ENGINEER REGISTERED IN

THE STATE THAT THE PROJECT WILL BE CONSTRUCTED AND BEAR THE SEAL OF

THAT PROFESSIONAL ENGINEER.

A. SUBMIT ERECTION DRAWINGS TO INCLUDE DETAILS SHOWING ERECTION

AND ASSEMBLY OF THE METAL BUILDING SYSTEM INCLUDING SIDE WALL,

END WALL, AND ROOF FRAMING. INCLUDE BUILDING TRANSVERSE AND

CROSS SECTIONS WITH WIND AND SEISMIC BRACING PRESENT FOR THE

BUILDING SYSTEM. ERECTION DRAWING COLUMN GRID LINES SHALL MATCH

MBI PROJECT DRAWINGS,

B. SUBMIT ANCHOR ROD PLACEMENT DRAWING TO SHOW ANCHOR ROD

LOCATIONS. INCLUDE CALCULATED FOUNDATION LOADS AT THE BASE OF

COLUMNS.

C. SUBMIT PANEL LAYOUTS ON WALLS, ROOF CANOPIES AND ROOFS. DETAILS

OF SUPPORTS ANCHORAGES AND SPECIAL CONDITIONS. INCLUDE DETAILS

OF PANEL PROFILES.

MB-5 CONTRACTOR IS TO ENGAGE AN EXPERIENCED INSTALLER TO ERECT THE PRE-

ENGINEERED METAL BUILDING WHO IS EXPERIENCED IN THE ERECTION OF METAL

BUILDINGS AND WHO IS CERTIFIED IN WRITING BY THE METAL BUILDING SYSTEM

MANUFACTURER AS QUALIFIED FOR ERECTION OF THE MANUFACTURER’S

PRODUCTS.

MB-6 FABRICATE FRAMING COMPONENTS IN THE SHOP TO THE GREATEST EXTENT

POSSIBLE. IN GENERAL, SHOP WELD AND FIELD BOLT CONNECTIONS.

MB-7 EXERCISE CARE IN DELIVERING, UNLOADING, STORING AND ERECTING BUILDING

MEMBERS, WALL AND ROOF COVERING PANELS AND OTHER BUILDING

COMPONENTS TO PREVENT BENDING, WARPING, TWISTING AND SURFACE DAMAGE.

MB-8 ERECT FRAMING TRUE TO LINE, LEVEL AND PLUMB. LEVEL BASE PLATES TO A TRUE

PLANE WITH FULL BEARING TO SUPPORTING STRUCTURE; USE A NON-SHRINKING

GROUT TO OBTAIN UNIFORM BEARING AND TO MAINTAIN A LEVEL BASE LINE

ELEVATION.

MB-9 PROVIDE LATERAL LOAD RESISTING SYSTEMS TO RESIST THE INDICATED WIND AND

SEISMIC LOADS IN ROOF AND SIDE WALLS. WHERE OVERHEAD DOORS INTERFERE

WITH DIAGONAL BRACING, PROVIDE STRUCTURAL WIND FRAMES. PROVIDE SAG

RODS TO MAINTAIN VERTICAL ALIGNMENT OF WALL GIRTS. REFERENCE THE PLAN

DRAWINGS FOR PERIMETER BRACING AND FRAME LOCATIONS.

MB-10 PROVIDE FRAMED DOOR AND WINDOW OPENINGS OF DESIGN AND SIZE TO

ACCOMMODATE FINISHED UNITS AND TO TRANSMIT ALL LOADS TO THE BUILDING

STRUCTURE.

MB-11 DESIGN THE PRE ENGINEERED METAL BUILDING TO PROVIDE LATERAL SUPPORT OF

THE MASONRY WALLS AT THE ROOF AND INTERMEDIATE LOCATIONS SPECIFIED ON

THE DRAWINGS. LATERAL SUPPORT MUST BE IN THE FORM OF A GIRT, SPANDREL

BEAM, OR OTHER APPROVED MEANS. THE MASONRY WALLS MUST BE BOLTED TO

THE LATERAL SUPPORTS. THE LATERAL SUPPORTS MUST BE CLIPPED TO THE MAIN

FRAME COLUMNS WITH VERTICALLY SLOTTED CONNECTIONS.

METAL BUILDING SYSTEMS CONT

MB-12 THE FOUNDATION DESIGN ON THESE CONTRACT DRAWINGS IS PRELIMINARY AND

BASED UPON ASSUMED COLUMN BASE REACTIONS CALCULATED BY A STRUCTURAL

ENGINEER. THESE REACTIONS ARE INDICATED IN A TABLE ON DRAWING S-602.

UPON FINAL BUILDING DESIGN, THE ACTUAL COLUMN BASE REACTIONS ARE TO BE

COMPARED TO THE PRELIMINARY FOUNDATION DESIGN LOADS BY THE GENERAL

CONTRACTOR. IF THE ACTUAL REACTIONS EXCEED THE PRELIMINARY DESIGN

LOADS, THE FOUNDATION DESIGN PROVIDED IS VOID AND A REGISTERED

PROFESSIONAL ENGINEER MUST BE EMPLOYED BY THE GENERAL CONTRACTOR TO

COMPLETE A FOUNDATION DESIGN BASED UPON THE ACTUAL REACTIONS.

A. COLUMN BASES ARE TO BE PINNED. FIXED BASES ARE NOT PERMITTED.

B. ANCHOR ROD DIAMETERS, AND SPACINGS ARE TO BE PROVIDED FOR BY THE

PEMB MANUFACTURER AND COMPLY WITH THE FOOTING AND DETAILS

REFERENCED.

MB-13 THE GENERAL CONTRACTOR IS TO COORDINATE WITH THE PEMB MANUFACTURER

AND MECHANICAL SUBCONTRACTORS TO PROVIDE SUPPORT FOR SUSPENDED

EQUIPMENT, PIPING, DUCTWORK AND UTILITIES IDENTIFIED ON THESE STRUCTURAL

DRAWINGS, MEP DRAWINGS, FIRE PROTECTIN DRAWINGS, ARCHITECTURAL

DRAWINGS, OR OTHERWISE NOTED OR REQUIRED.

MB-14 THE PEMB FRAMES SHALL BE DESIGNED TO SUPPORT A 10-TON SINGLE GIRDER,

TOP RUNNING BRIDGE CRANE EQUIPPED WITH A LOW-HEADROOM, BOTTOM

RUNNING TROLLEY.

MASONRY

M-1 MASONRY WORK MUST BE IN CONFORMANCE WITH THE MASONRY SOCIETY (TMS)

"BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONY

STRUCTURES - TMS 402 AND TMS 602 (LATEST EDITION) .

M-2 ALL MORTAR TO CONFORM TO ASTM C 270, TYPE M OR S .

A. PORTLAND CEMENT: ASTM C 150, TYPE I.

B. LIME: ASTM C 207

M-3 GROUT IS TO CONFORM TO ASTM C 476 AND HAVE A MINIMUM COMPRESSIVE

STRENGTH OF 2000 PSI.

A. SLUMP: 8 TO 10 INCHES.

B. MAXIMUM AGGREGATE SIZE: 3/8".

M-4 CONCRETE MASONRY TO HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF

MASONRY (f'm) EQUAL TO 2,000 PSI AND:

A. HOLLOW BLOCK: ASTM C 90, LIGHT WT.

B. SOLID BLOCKS: ASTM C 90.

M-5 DEFORMED BAR REINFORCEMENT PER ASTM A 615/A 615M GRADE.

A. PROVIDE MINIMUM LAP SPLICES OF 48 BAR DIAMETERS.

B. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE

REINFORCING WITHIN CMU CELLS.

M-6 HORIZONTAL REINFORCING SHALL BE AS INDICATED IN TYPICAL SECTIONS ON

SHEET S-301. NO ADDITIONAL LADDER TYPE JOINT REINFORCEMENT IS REQUIRED.

M-7 ALL MASONRY TO BE CONSTRUCTED USING A RUNNING BOND PATTERN. FULL BED

AND HEAD JOINTS MUST BE USED.

M-8 GROUT CELLS OF CMU SOLID FOR ALL MASONRY BELOW GRADE, CMU LINTELS,

BOND BEAMS, CELLS WITH VERTICAL REINFORCEMENT AND BELOW BEAM

BEARING PLATES.

M-9 ALL MASONRY WALLS TO BE TEMPORARILY BRACED UNTIL FLOOR OR ROOF

SYSTEM HAS BEEN INSTALLED AND HAS BECOME CAPABLE OF STABILIZING THE

WALLS.

M-10 DOWEL REINFORCED MASONRY WALLS TO FOUNDATION. SIZE DOWELS TO MATCH

WALL REINFORCEMENT. LOCATE DOWELS IN CELLS TO CONTAIN WALL

REINFORCEMENT. LAP DOWELS WITH WALL REINFORCEMENT A MINIMUM OF 48 BAR

DIAMETERS UNO.

M-11 DURING CONSTRUCTION, COVER AND PROTECT THE TOPS OF MASONRY WALLS

AT THE END OF EACH DAY.

M-12 UNLESS NOTED OTHERWISE, PLACE TYPICAL CMU REINFORCEMENT IN CENTER OF

FULLY GROUTED CELLS AND SPACE AS FOLLOWS:.

A. FOR 8” CMU:(1) #5 VERTICAL AT 24” ON CENTER.

B. PROVIDE ADDITIONAL BARS AT CORNERS AND OPENINGS PER TYPICAL

DETAILS.

M-13 ALL CORNERS AND INTERSECTIONS TO BE TIED BY MASONRY BOND.

M-14 PROVIDE VERTICAL CMU VENEER CONTROL JOINTS AS INDICATED ON THE

ARCHITECTURAL DRAWINGS.

M-15 SPACE CMU VENEER ANCHORS PER PROJECT SPECIFICATIONS. PROVIDE

ADDITIONAL ANCHORS AT 8" OC AROUND OPENINGS.

M D

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21 2.1 3 4 51.1 4.9

29' - 3" 30' - 1" 34' - 2" 30' - 1"

131' - 10"

2' - 9" 2' - 9"

PORTAL FRAME

LOCATION

2' - 9"

PORTAL FRAME

LOCATION

PORTAL FRAME

LOCATION

LOW BAY

OHD, TYP 5 LOCATIONS.

PEMB MFR TO PROVIDE

FRAMING OF DOOR OPENINGS

REQD TO SUPPORT DOOR AND

RESIST LOADS IMPOSED

DURING OPERATION AND WIND

FORCES

HOOK LIMITS OF 10 TON OVERHEAD CRANE

OHD

C.9

S-505

RE: NOTE 1

4' - 0"

RE: NOTE 1

4' - 0"

R E

: N O

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RE NOTE 3

1. COORDINATE DIMENSIONS WITH OVERHEAD DOOR

SUPPLIER. ADJUST AS REQUIRED TO CLEAR OVERHEAD

DOOR AND ITS COMPONENTS.

2. CRANE RUNWAY BEAM TO BE PROVIDED BY PEMB MFR

AND SUPPORTED FROM PEMB FRAMES. SEE DETAIL

1/A301 FOR GERNERAL CONFIGURATION AND

REQUIRED HOOK HEIGHT INFORMATION.

3. SEE SHEET A-111 FOR DIMENSIONS.

NOTES - FRAMING PLAN

PLAN

NORTH

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M S

A /1

C a m p P e n d le to n A

M S

A -S

.r v t

A M

S-111

F R

A M

P L A

J B

R O

C K

J D

'A N

L L O

D B

A R

K E

L .H

Y N

A L

U S

-4 A

-S -1

3/32" = 1'-0"

FRAMING PLAN

SCALE: 3/32" = 1'-0"

0 8'-0" 16'-0" 32'-0"

M D

-0

-2

M D

-0

-1

2Q R

_P la ns -0

FLOOR OR

ROOF LINE

T/SLAB

RE: PLAN

T/FDN

RE: PLAN

OPENING

(2) #5

LINTEL

RE: SCHEDULE

WALL "T" INTERSECTION

RE: 2B/S-506

WALL END OR JAMB

RE: 2C/S-506

WALL CORNER

RE: 2A/S-506

WALL BEYOND WALL BEYOND TYP WALL

REINFORCING

BOND BEAM REINFORCING

@ TOP COURSE

RE: GENERAL NOTES

NOTES:

1. GROUT LINTELS SOLID FOR 2'-0" (MIN) BEYOND OPENING.

2. CMU TO BE GROUTED SOLID FOR 16" EACH SIDE OF OPENINGS, UNO.

3. RE: TYP CMU WALL REINFORCING DETAILS FOR ADD'L INFO AT WALL ENDS,

CORNER & "T" INTERSECTION CONDITIONS.

4. ALL VERTICAL REINFORCEMENT TO BE DOWELED INTO FOOTING OR SLAB

BELOW. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION.

5. VERTICAL REINFORCEMENT TO CONTINUE BEYOND FLOOR LINE WHEN NOT

AT ROOF LINE. BARS TO BE LAPPED AS REQUIRED PER GENERAL NOTES.

6. PROVIDE BOND BEAMS AT DETAIL 3/S-506 SPANDREL BEAM LOCATIONS,

DETAIL 4/S-506 LEDGER ANGLE LOCATIONS AND TOP OF PARPET.

RE: NOTE 6

RE: NOTE 5

(TYP)

NOTES:

1. AT CORNERS AND INTERSECTIONS, UNO, LAY 50% OF UNITS IN

MASONRY BOND WITH ALTERNATE UNITS BEARING NOT LESS

THAN 4" ON THE UNIT BELOW.

2. PROVIDE DOWELS FROM CONCRETE FOOTING OR WALL BELOW

W/ SAME SIZE AND SPACING AS VERTICAL BARS AT LEVEL ABOVE.

LAP 48 BAR DIAMETERS MIN UNO.

3. AT WALL JAMBS, INTERRUPT END BAR AT STEEL LINTEL.

WALL CORNER

WALL "T" INTERSECTION

WALL END OR JAMB

BOND BEAM REINF (TYP) (3) VERTICAL REINF TO

MATCH WALL REINF

RE: NOTE 3

48 BAR DIA MIN

LAP SPLICE

#3 REINF @

EA BOND BEAM

CMU WALL

(4) VERT REINF

TO MATCH

TYP WALL REINF

48 BAR DIA MIN

LAP SPLICE

BOND BEAM REINF (TYP)

TYP WALL

REINF

CMU WALL

48 BAR DIA MIN

LAP SPLICE

(3) VERT REINF TO

MATCH TYP WALL REINF

GROUT ALL CELLS

HAVING VERTICAL

REINF (TYP)

TYP WALL

REINF

CMU WALL

BOND BEAM REINF (TYP)

CL GIRT

COL

BOND BEAM COURSE

W/ (2) #5 CONT

VERT WALL REINF

CMU WALL

RE: ARCH

SPANDREL BEAM,

BY PEMB MFR

RE: NOTE 1

GROUT COURSE ABOVE

BOND BEAM SOLID

(2 CELLS EA. SIDE OF ANCHOR)

NOTE:

1. SPANDREL BEAMS SHALL BE PROVIDED AT ALL PEMB FRAME EAVES AND AT THE ELEVATION WHERE THE LOW BAY

PEMB FRAMES ARE CONNECTED INTO THOSE OF THE HIGH BAY. IN THE HIGH BAY, AN ADDITIONAL LINE OF SPANDREL BEAMS SHALL BE LOCATED AT 18'-0" ABOVE FINISHED FLOOR ON GRID LINES 'F', '2' AND '5'.

SIMILARLY ON GRID LINE 'C.9', PROVIDE A LINE OF SPANDREL BEAMS MID-WAY BETWEEN THE HIGH AND LOW BAY

ROOFS.

2. PROVIDE 3/8" X 8" WIDE PLATE @

A. 4'-0" OC ON GRID LINES 2, F, 5 (PLAN NORTH OF D)

B. 6'-0" OC ON GRID LINES 1, A, 5 (PLAN SOUTH OF D), AND D (PLAN WEST OF 2)

C. 2'-0" OC ON GRID LINE D (BETWEEN 2 AND 5)

3/4"øX2 1/2" LONG HEADED

STUD WELDED TO PLATE, TOP

AND BOTTOM

3/8" STIFFNER PLATE

3/4"ø THREADED ROD IN

2" LONG SLOTTED

HOLES AND WELDED

TO WT FLANGE (1/2" GAGE)

3/8"X8" PLATE,

RE: NOTE 2

WT5X22.5 TRIM STEM TO FIT

1/4

3 SIDES

(2) 3/4" ⌀ x 5" LG

HEADED STUDS

1/4" 1/4"

CMU WALL

RE: PLAN

BEAM

RE: PLAN

BEARING PLATE

RE: SCHEDULE

FULL

LENGTH

OF PLATE

1/2" GROUT

GROUT BLOCK SOLID BELOW BEARING

(2 COURSES DEEP x TWICE DIM "L" MIN)

1/2" SETBACK

FILL POCKET SOLID

W/ MASONRY AFTER

SETTING BEAM

BEAM

PLATE

BEAM

RE: PLAN

1/2" SETBACK

CMU WALL

RE: PLAN

BEAM

PLATE

1/2" SETBACK

CMU WALL

RE: PLAN

1/2" GROUT

FILL POCKET SOLID

W/ MASONRY AFTER

SETTING BEAM

BEAM, RE: PLAN

GROUT BLOCK SOLID BELOW BEARING

(2 COURSES DEEP x TWICE DIM "L" MIN)

CMU WALL

RE: PLAN

(2) 3/4" ⌀ x 5" LG

HEADED STUDS

1/4" 1/4"

FULL

LENGTH

OF PLATE

1/2" SETBACK

BEAM PERPENDICULAR TO WALL

BEAM PARALLEL TO WALL

ENG NOTES:

CONSIDER NEED FOR SLOTTED

CONNECTION OF BEAM TO PLATE W/ FIELD

WELD AT AREAS THAT MAY BE SUBJECTED

TO DIFFERENTIAL LATERAL THERMAL

MOVEMENT DURING CONSTRUCTION.

IDENTIFY THOSE AREAS ON PLAN AND

PROVIDE SPECIFIC DETAIL.

BEARING PLATE, RE: SCHEDULE

AAAA

BBBB

SECTION AA

SECTION BB

BEAM BEARING SCHEDULE

MARK BEARING PLATE t x L x W TYPE

W8 1/2" x 10" x 0'-6 1/2" II

W16 1/2" x 10" x 0'-7" II

10" CMU WALL 4" CMU VENEER,

RE: ARCH

CONT L6x6x3/8 @

8'-0" O.C. VERTICAL

5/8"⌀x6" EMBED ADHESIVE

ANCHOR @ 48" O.C.

(Vu=0.9K, Tu=1.1K)

10" CMU

BOND BEAM

THERMAL BREAK

MATERIAL, RE: ARCH

C.9

US Army Corps of Engineers ®

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

C O

N T

R A

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

F ile

P a th

2 4 6 8 10 12 14 16 18 20

U S

A R

M Y

C O

R P

S O

F E

N G

E R

L O

L E

T R

R M

A R

L U

T H

E R

G J

R P

L O

L E

H A

E L B

A K

E R

I N

T E

R N

A T

A L

D R

M O

O N

T O

W N

S H

C A

M P

P E

N D

L E

T O

O C

E A

N S

A A

R E

A M

T E

N A

N C

E S

U P

P O

R T

A C

M S

U S

-4

E N

A M

P L O

T D

A T

U E

D A

T E

J A

N U

A R

J A

N U

A R

C E

R T

D F

/1 L

R L C a m p P e n d le to n A

M S

A /1

C a m p P e n d le to n A

M S

A -S

.r v t

A M

S-506

T Y

A L M

A S

O N

R Y

D E

T A

J B

R O

C K

J D

'A N

L L O

D B

A R

K E

L .H

Y N

A L

U S

-4 A

-S -5

SCALE:NTS

CMU WALL REINFORCEMENT ELEVATION

SCALE:NTS

CMU WALL REINFORCEMENT DETAILS

SCALE:NTS

SPANDREL BEAM AT CMU WALL

NTS

BEAM BEARINGS ON CMU WALL

SCALE:NTS

TYPICAL 4" CMU LEDGER ANGLE

M D

-0

-2

M D

-0

-1

1 1

2 W

2Q R

_P la ns -0

R E

F E

F E F E

FEFEFE

F E

FEC

OFFICE

NEW

BATTERY

STORAGE

CLASSROOM/

BREAK

LACTATION

G004

MENS RR

OFFICE

ELECTRICAL

G001

JAN

OPEN

OFFICE

COMSEC

SHOP 103

OFFICE

C001

CORRIDOR

G002

WOMENS

CONTROLLED

WASTE

117B

WORKBAY

TOOLS/PARTS

MECHANICAL

FLUID

DISTRIBUTION

FLAMMABLE

STORAGE

OLD

BATTERY

STORAGE

BAY

SAFETY

AISLE

118A

EQUIPMENT

ALCOVE

A-301

G003

WOMENS

LOCKER

ROOM

G005

MENS

LOCKER

ROOM

A-201

A-202

A-301

110b

111112113114

115a

110a

119 C001a120

C001b

116a 116b

117c

117e

G002

G004

101a

G001

117a

117f117d

A-401

1A0.3b

1AS.3a

1A0.3b

1AS.3c

1B0.3

1A0.3c

1A0.3b

1A0.3b 1A0.3

6A1.8

6A0.8

6A2.8 6A2.8

6AS.10

1AS.3

1A0.3b

6AS.8

117D

WORKBAY

117E

WORKBAY

117F

WORKBAY

117A

WORKBAY

117C

WORKBAY

118B

EQUIPMENT

ALCOVE

A-701 6

1A0.3b

22.08

12.01

11.03

11.02

12.01

22.04

22.09

9.09

22.02

101b

1A0.3c

A-701

10.17

22.04

10.05

10.06

10.06 10.06

5.035.03

5.03

A-311

3' - 3" 6' - 4" 4' - 0" 6' - 4" 4' - 8" 6' - 4" 7' - 4" 6' - 4" 46' - 8" 3' - 4" 18' - 8" 3' - 4" 8' - 8" 3' - 4" 3' - 3"

1 2 3 4 5

2.1

4.9

6A2.8

6A1.8

6A2.8

6A2.8 6A2.8

6A2.10

LIMITS OF OVERHEAD CRANE

LIMITS OF

OVERHEAD CRANE

2' - 9" 29' - 3" 2' - 9" 30' - 1" 34' - 2" 30' - 1" 2' - 9"

10.06

10.09

10.23

10.09 10.23

10.09

A-311

10.18

10.07

0.06

0.06 0.05

0.03

0.04

0.02

0.080.08

0.08

0.080.08

0.08

12' - 4" 8' - 0" 4' - 0" 4' - 0" 8' - 0" 12' - 4"

10.21 10.2110.2110.21

A-521

1.1

A-501

10.24

5.06

5.07 5.07

CRANE DIRECTION

99' - 10"

131' - 10"

10.06

10.05

6A2.8

6' - 0" 13' - 5" 11' - 2"

13' - 8" 21' - 3"

16' - 0"

5' - 2"

8' - 3"

11' - 1" 10' - 0" 12' - 8" 37' - 0"

6A2.8

A-501

6A2.8

37' - 3" 25' - 0"

10.24

5.015.01

5.095.09

5.09

A-501

90' - 0" 3' - 7" TYP 1' - 9" TYP

115b

10.26

22.07

34' - 8"

TYP

8' - 2" 9' - 8 1/2"

110c

6A1.10

6A1.8

10.07

10.27

PLAN

NORTH

US Army Corps of Engineers ®

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

C O

N T

R A

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

F ile

P a th

2 4 6 8 10 12 14 16 18 20

U S

A R

M Y

C O

R P

S O

F E

N G

E R

L O

L E

T R

R M

A R

L U

T H

E R

G J

R P

L O

L E

H A

E L B

A K

E R

I N

T E

R N

A T

A L

D R

M O

O N

T O

W N

S H

C A

M P

P E

N D

L E

T O

O C

E A

N S

A A

R E

A M

T E

N A

N C

E S

U P

P O

R T

A C

M S

U S

-4 A

E N

A M

P L O

T D

A T

U E

D A

T E

J A

N U

A R

GRAPHIC SCALE / NORTH ARROW

A N

U A

R Y

C E

R T

D F

/1 L

R L C a m p P e n d le to n A

M S

A /1

C a m p P e n d le to n A

M S

A -A

.r v t

A-111

F L O

O R

P L A

J W

E A

V E

K C

L A

N C

D B

A R

K E

J D

L A

M A

U S

-4 A

-A -1

SCALE: 1/8" = 1'-0"

FLOOR PLAN

KEYNOTES

0.02 GFGI PORTABLE WELDER

0.03 GFCI GRINDER

0.04 GFGI PARTS WASHER

0.05 GFGI DRILL PRESS 1

0.06 GFGI DRILL PRESS 2

0.08 GFGI PORTABLE LIFT

5.01 8" DIA. CONCRETE FILLED W/ CONCRETE DOME TOP

PAINTED STEEL BOLLARD, S-SERIES

5.03 METAL GRATING, SEE S-SERIES. RECESSED SLAB THIS

AREA. EPOXY PAINT ON FLOOR AND WALLS UP TO

GRATING. SLOPE FLOOR TO EXTERIOR WALLS.

5.06 ROOF ACCESS SHIPS LADDER

5.07 HOSE REEL STANDS

5.09 PROVIDE REMOVABLE PORTION OF GRATING FOR

FLUID REMOVAL, SEE S-SERIES FRAMING LOCATIONS

9.09 SAFETY AISLE EPOXY FLOOR MARKING

10.05 SEMI-RECESSED FIRE EXTINGUISHER CABINET,

WEATHERPROOF AT EXTERIOR LOCATIONS

10.06 SURFACE MOUNTED FIRE EXTINGUISHER

10.07 WIRE MESH PARTITION W/ 9'-0" WIRE MESH CEILING

10.09 48"X48" TACK BOARD

10.17 WALL MOUNTED COAT HOOK BAR AND BLOCKING

10.18 TIERED FIBERGLASS SHELVING, SEE A-520

10.21 WORKBENCH

10.23 48"x48" MARKER BOARD

10.24 PLYWOOD PANELING UP TO 8'-0" AFF, GWB FROM 8'0"

TO ROOF DECK

10.26 PHENOLIC PLATE EGRESS PATH INDICATORS

ATTACHED TO METAL GRATE

10.27 RECESSED EMERGENCY KEY CABINETS, MOUNT 44"

AFF TO CENTER OF UNIT

11.02 REFRIGERATOR, SEE I-SERIES

11.03 MICROWAVE, SEE I-SERIES

12.01 SURFACE MOUNTED WALKOFF MAT- 10FT LONG IN

DIRECTION OF TRAVEL

22.02 ELECTRIC WATER COOLER, SEE P-SERIES

22.04 EMERGENCY SHOWER EYEWASH STATION, SEE

P-SERIES

22.07 FLOOR DRAIN, SLOPE FLOOR TO DRAIN,TYP., SEE

P-SERIES

22.08 WASH FOUNTAIN, SEE P-SERIES

22.09 SERVICE SINK, SEE P-SERIES

SCALE:

4' - 0" 8' - 0" 16' - 0"

1/8" = 1' - 0"

NOTES - COMP FLOOR PLANS

1 REFER TO SHEET A-001 FOR ARCHITECTURAL GENERAL

NOTES, & ANNOTATION LEGEND

2 REFER TO A-600 SERIES FOR PARTITION TYPES

3 REFER TO ENLARGED PLANS AND INTERIOR ELEVATIONS

FOR ADDITIONAL INFORMATION

4 REFER TO MECHANICAL, ELECTRICAL, AND TELECOMM

SHEETS FOR EQUIPMENT LOCATIONS AND

REQUIREMENTS.

5 ALL DIMENSIONS SHOWN ARE TO FACE OF WALL (LEFT TO

RIGHT, BOTTOM TO TOP)- TYPICAL UNLESS NOTED

OTHERWISE

6 ALL DOORS TO BE INSTALLED 4" FROM HINGE SIDE OF

WALL - TYPICAL UNLESS NOTED OR DIMENSIONED

OTHERWISE

7 DIMENSIONS MARKED AS "CLEAR" DICTATES THE CLEAR

DIMENSION FROM FINISH TO FINISH

8 WHERE FIRE RATED PARTITIONS INTERSECT WITH

LESSER RATED PARTITIONS OR NON-RATED PARTITIONS,

THE HIGHER RATED PARTITION IS TO CONTINUE

THROUGH THE INTERSECTION TO MAINTAIN THE HIGHER

RATING

9 FIRE EXTINGUISHERS SHALL BE PROVIDED AND LOCATED

IN ACCORDANCE WITH NFPA 10. THE MAXIMUM TRAVEL

DISTANCE TO THE NEAREST FIRE EXTINGUISHER FROM

ANY POINT IN THE BUILDING SHALL NOT EXCEED 75 FEET.

REFERENCE EH101 HAZARDOUS LOCATION PLAN FOR

COORDINATION OF EQUIPMENT AND INSTALLATION

REQUIREMENTS

M D

-0

M D

-0

-1

2Q R

_P la ns -0

FLOOR PLAN

54.9

PREFINISHED COPING W/

TREATED WOOD BLOCKING

BELOW

ROOF CONSTRUCTION: RIGID EPDM

MEMBRANE

1/2" COVER BOARD

RIGID INSULATION - R-25 MIN.

ALUMINUM FRAMED WINDOW

PRECAST WINDOW SILL

WALL CONSTRUCTION:

8" SPLIT-FACE CMU

1" AIR SPACE

CONTINUOUS RIGID INSULATION - R-7.6

CONTINUOUS AIR/VAPOR BARRIER

EXTERIOR SHEATHING

METAL FRAMING W/ GWB FINISH

A-501

A-502

FLOOR PLAN

22.1

ROOF CONSTRUCTION: RIGID EPDM

MEMBRANE

1/2" COVER BOARD

RIGID INSULATION - R-25 MIN.

VERTICAL LIFT OVERHEAD DOOR

WALL CONSTRUCTION:

8" SPLIT-FACE CMU

2" AIR SPACE

CONTINUOUS RIGID INSULATION - R-7.6

CONTINUOUS AIR/VAPOR BARRIER

EXTERIOR SHEATHING

METAL FRAMING W/ GWB FINISH

PREFINISHED COPING W/

TREATED WOOD BLOCKING

BELOW

A-501

FLOOR PLAN

PREFINISHED COPING W/

TREATED WOOD BLOCKING

BELOW

ROOF CONSTRUCTION: RIGID EPDM

MEMBRANE

1/2" COVER BOARD

RIGID INSULATION - R-25 MIN.

MECHANICAL LOUVER, SEE M-

SERIES

8" GROUND FACE CMU ACCENT

BAND

WALL CONSTRUCTION:

8" SPLIT-FACE CMU

2" AIR SPACE

CONTINUOUS RIGID INSULATION - R-7.6

CONTINUOUS AIR/VAPOR BARRIER

EXTERIOR SHEATHING

METAL FRAMING W/ GWB FINISH

FIRE TREATED 1/2" PLYWOOD TO

8'-0" ABOVE FINISH FLOOR

A-501

A-502

ROOF CONSTRUCTION: RIGID EPDM

MEMBRANE

1/2" COVER BOARD

RIGID INSULATION - R-25 MIN.

WALL CONSTRUCTION:

4" SPLIT-FACE CMU VENEER

2" AIR SPACE

CONTINUOUS RIGID INSULATION - R-7.6

CONTINUOUS AIR/VAPOR BARRIER

10" CMU WALL

PREFINISHED COPING W/

TREATED WOOD BLOCKING

BELOW

18' - 8"

A-501

15' - 4"

S M

O O

T H

F A

C E

V E

N E

E R

STRUCTURAL SUPPORT LINTEL, SPACED 8'-0" O.C.

VERTICALLY, SEE S-SERIES

STRUCTURAL SUPPORT LINTEL, SPACED 8'-0" O.C.

VERTICALLY, SEE S-SERIES

STRUCTURAL SUPPORT LINTEL, SPACED 8'-0" O.C.

VERTICALLY, SEE S-SERIES

US Army Corps of Engineers ®

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

C O

N T

R A

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

F ile

P a th

2 4 6 8 10 12 14 16 18 20

U S

A R

M Y

C O

R P

S O

F E

N G

E R

L O

L E

T R

R M

A R

L U

T H

E R

G J

R P

L O

L E

H A

E L B

A K

E R

I N

T E

R N

A T

A L

D R

M O

O N

T O

W N

S H

C A

M P

P E

N D

L E

T O

O C

E A

N S

A A

R E

A M

T E

N A

N C

E S

U P

P O

R T

A C

M S

U S

-4 A

E N

A M

P L O

T D

A T

U E

D A

T E

J A

N U

A R

GRAPHIC SCALE / NORTH ARROW

A N

U A

R Y

C E

R T

D F

/1 L

R L C a m p P e n d le to n A

M S

A /1

C a m p P e n d le to n A

M S

A -A

.r v t

A-311

W A

L L S

E C

N S

J W

E A

V E

K C

L A

N C

D B

A R

K E

J D

L A

M A

U S

-4 A

-A -3

SCALE:

1' - 0" 2' - 0" 4' - 0"

1/2" = 1' - 0"

SCALE: 1/2" = 1'-0"

WALL SECTION

SCALE: 1/2" = 1'-0"

WALL SECTION

SCALE: 1/2" = 1'-0"

WALL SECTION

SCALE: 1/2" = 1'-0"

WALL SECTION

M D

-0

M D

-0

-1

2Q R

_P la ns -0

FLOOR PLAN

CAVITY DRAINAGE MATERIAL

WEEP INSERTS

THRU-WALL FLASHING

GROUT SOLID BELOW FLASHING

8" CONCRETE MASONRY

SPLIT FACE (CMU-B)

1" AIR SPACE

RIGID INSULATION (R-7.6 MIN)

CONTINUOUS BITUMINOUS

AIR/VAPOR BARRIER

CONTINUE AIR/ VAPOR

BARRIER TRANSITION

MEMBRANE OVER EDGE

OF FOUNDATION, 6" MIN

CONCRETE FOUNDATION,

SEE S-SERIES

A-502

PRECAST SILL

6" METAL FRAMING W/ GWB FINISH

EPDM ROOF MEMBRANE SYSTEM,

EXTEND UP PARAPET, UNDER

COPING, AND LAP OVER TREATED

BLOCKING

ALUMINUM COPING TRIM, SEE A12/A-510

CONTINUOUS BITUMINOUS

AIR/VAPOR BARRIER OVER EXT.

SHEATHING

8" CONCRETE MASONRY -

SPLIT FACE (CMU-A)

CONCRETE MASONRY VENEER -

GROUND FACE (CMU-B)

PROVIDE TRANSITION MEMBRANE

BETWEEN AIR/VAPOR BARRIER AND

ROOF MEMBRANE

SUPPORT FRAMING FOR

SHEATHING

CONTINUE AIR/VAPOR BARRIER

AROUND SPANDREL BEAM,

PROVIDE TRANSITION MEMBRANE

AS NEEDED

THROUGH-WALL HEAD FLASHING

WITH STAINLESS STEAL DRIP EDGE

CONTINUOUS BITUMINOUS AIR/VAPOR

BARRIER, WRAP INTO OPENINGS W/

TRANSITION MEMBRANE OVER EXT. SHEATHING

RIGID INSULATION (R-7.6)

8" CONCRETE MASONRY VENEER

CAVITY DRAINAGE MATERIAL

WALL OPENING STRUCTURE, SEE

S-SERIES

PRE-FINISHED METAL PANNING TO

CONCEAL OPENING AT HEAD AND JAMB

VERTICAL LIFT DOOR TRACK

WEEPS

COLD FORMED METAL FRAMING DESIGN

BY CONTRACTOR

GWB ON METAL FRAMING

CONTINUE TRANSITION MEMBRANE

AROUND STRUTURAL MEMBER

THROUGH-WALL FLASHING WITH

STAINLESS STEAL DRIP EDGE

WRAP AIR/VAPOR BARRIER ONTO SPANDREL

BEAM STEEL, USED TRANSITION MEMEBRANE

TO PROVIDE SEAL AT GAP AND BENDS

EPDM ROOF MEMBRANE SYSTEM,

EXTEND UP PARAPET, UNDER COPING,

AND LAP OVER TREATED BLOCKING

ALUMINUM COPING TRIM, SEE A12/A-510

CONTINUOUS BITUMINOUS AIR/VAPOR

BARRIER

RIGID INSULATION (R-7.6)

4" CONCRETE MASONRY

VENEER - GROUND FACE (CMU-B)

4" CONCRETE MASONRY VENEER -

SPLIT FACE (CMU-A)

38' - 0"

PROVIDE TRANSITION MEMBRANE BETWEEN

AIR/VAPOR BARRIER AND ROOF MEMBRANE

EPDM ROOF MEMBRANE SYSTEM,

EXTEND UP TO TRANSITION MEMBRANE

CONTINUOUS BITUMINOUS AIR/VAPOR

BARRIER

RIGID INSULATION (R-7.6)

CONCRETE MASONRY VENEER -

GROUND FACE (CMU-B)

PROVIDE TRANSITION MEMBRANE BETWEEN

AIR/VAPOR BARRIER AND ROOF MEMBRANE

CAVITY DRAINAGE MATERIAL AND WEEP

THERMAL BREAK MATERIAL

THROUGH WALL FLASHING W/

STAINLES STEEL DRIP EDGE

SEE S-SERIES FOR WALL REINFORCEMENT

STRUCTURAL SUPPORT ANGLE, SEE S-SERIES

15' - 4"

VAPOR RETARDER

OVER GRANULAR FILL -

SEE S-SERIES

CHEMICAL CONTAINMENT

PIT

GALVANIZED METAL

GRATING, SEE S-SERIES

GALVANIZED GRATING

SUPPORT - SEE S-

SERIES

EPOXY COATING AT

ENTIRE CONTAINMENT

PIT AREA

CONTINUE AIR/ VAPOR

BARRIER TRANSITION

MEMBRANE OVER EDGE

OF FOUNDATION, 6" MIN

CAVITY DRAINAGE MATERIAL

WEEP INSERTS

THRU-WALL FLASHING

GROUT SOLID BELOW FLASHING

8" CONCRETE MASONRY

SPLIT FACE (CMU-B)

1" AIR SPACE

1/2" PLYWOOD UP TO

8'-0" AFF.

VAPOR RETARDER

OVER GRANULAR FILL -

SEE S-SERIES

8" CONCRETE MASONRY

SPLIT FACE (CMU-B)

CHEMICAL CONTAINMENT

PIT

GALVANIZED METAL

GRATING, SEE S-SERIES

GALVANIZED GRATING

SUPPORT - SEE S-

SERIES

EPOXY PAINT ON FLOOR

AND WALL UP TO GRATING

US Army Corps of Engineers ®

SHEET ID

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SECTION DETAIL

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SCALE: 1 1/2" = 1'-0"

SECTION DETAIL

SCALE: 1 1/2" = 1'-0"

SECTION DETAIL

SCALE: 1 1/2" = 1'-0"

SECTION DETAIL

SCALE: 1 1/2" = 1'-0"

SECTION DETAIL

SCALE:

6" 1' - 0" 2' - 0"

1 1/2" = 1' - 0"

SCALE: 1 1/2" = 1'-0"

SECTION DETAIL

M D

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OFFICE

CLASSROOM/

BREAK

TELECOM

LACTATION

OFFICE

ELECTRICAL

G001

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OPEN

OFFICE

C001

CORRIDOR

COMSEC

SHOP

OFFICE

118A

EQUIPMENT

ALCOVE

117B

WORKBAY

G003

WOMENS

LOCKER

ROOM

G002

WOMENS

G004

MENS RR

G005

MENS

LOCKER

ROOM

NEW

BATTERY

STORAGE

BAY

SAFETY

AISLE

MECHANICAL

FLUID

DISTRIBUTION

CONTROLLED

WASTE

FLAMMABLE

STORAGE

OLD

BATTERY

STORAGE

TOOLS/PARTS

(X2)

LF5

CH4

(X2)

R1 W1

CH3 T1

CH4(X4)

T3 R1 W1(X4)

(X4)

CH1

(X4)

D17 (X4)

CH4

(X2)

LF5

CH1

EQ3 EQ1

R1 W1

D18

D5 D5

W1 CH4

(X2)

CH1

(X2)

LF2 LF2

EQ2

EQ4

IF501

1(X2)

(X2)

IF501

TL1

(X4)

MA2

(X4)

SP1

(X4)

MA2

(X2)

SP1

(X2)

EQ2

SP1

MA2

SP1

MA2

EQ5

SC4

2 2.1 3 4 4.9 5

1.1

EQ7

EQ7EQ7

EQ7

T2 (X3)

CH2

(X6)

EQ7

EQ7 EQ7

EQ7

CH1

W1 MA2

SP1

D17

TL1

IF501

LF5

SP1

WB1

TL2

CH5

EQ7

117A

WORKBAY

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WORKBAY

117F

WORKBAY

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WORKBAY

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WORKBAY

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EQUIPMENT

ALCOVE

C.9

PLAN

NORTH

US Army Corps of Engineers ®

SHEET ID

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SCALE:

4' - 0" 8' - 0" 16' - 0"

1/8" = 1' - 0"

SCALE: 1/8" = 1'-0"

FURNITURE - FLOOR PLAN

LEGEND - FURNITURE (GFGI)

TAG DESCRIPTION QTY

CH1 CHAIR - TASK WITH ARMS 9

CH2 CHAIR - PLASTIC STACKING WITH ARMS 6

CH3 CHAIR - LACTATION GLIDER 1

CH4 CHAIR - GUEST, STACKING WITH ARMS 10

CH5 CHAIR - TASK STOOL WITH ARMS 1

D5 DESK - L SHAPED - 48" RETURN, OH ON DESK 2

D17 DESK - L SHAPED - 42" RETURN, NO OH 5

D18 DESK - L SHAPED - 60" RETURN, OH ON RETURN 2

LF2 LATERAL FILE - 2H - METAL - 30"W X 18"D 2

LF5 LATERAL FILE - 5H - METAL - 36"W X 18"D 3

MA2 MONITOR ARM - SINGLE 9

R1 RECYCLING - 7 GALLON 11

R4 RECYCLING WASTE- 46 GALLON 2 STREAM 1

R5 RECYCLING - 50 GALLON ROLL OUT 1

SC4 STORAGE CABINET - METAL 36"W X 20"D 2

SP1 SURGE PROTECTOR 10

T1 TABLE - SIDE 24" X 24" 1

T2 TABLE - FLIP TOP - 24"W X 60"L 3

T3 TABLE - MEETING - 42" DIA. 1

TL1 TASK LIGHT - DESK 5

TL2 TASK LIGHT - MAGNIFYING 1

W1 WASTE - 7 GALLON 11

WB1 WORKBENCH WITH WOOD TOP - 60" W X 30"D 1

LEGEND - EQUIPMENT (CFCI)

TAG DESCRIPTION QTY

EQ2 EQUIPMENT - COUNTERTOP MICROWAVE 2

EQ4 EQUIPMENT - REFRIGERATOR - SINGLE DOOR W/

TOP FREEZER

EQ5 EQUIPMENT - REFRIGERATOR - UC 1

EQ7 FIRE EXTINGUISHER 10

LEGEND - EQUIPMENT (NIC)

TAG DESCRIPTION QTY

EQ1 EQUIPMENT - COPIER 1

EQ3 EQUIPMENT - SHREDDER 1

NOTES - INTERIOR FF&E

1 FURNITURE (GFGI) IS GOVERNMENT FURNISHED

GOVERNMENT INSTALLED AND IS NOT IN

CONSTRUCTION CONTRACT.

2 FURNITURE SHOWN FOR REFERENCE ONLY.

3 EQUIPMENT (CFCI) IS CONTRACTOR FURNISHED

CONTRACTOR INSTALLED. REFER TO DIVISION 10

SPECIFICATIONS.

4 EQUIPMENT (NIC) IS SHOWN FOR REFERENCE.

5 CONTRACTOR COORDINATES ELECTRICAL / DATA

REQUIREMENTS AND STRUCTURAL BLOCKING FOR

ITEMS PROVIDED BY USERS AS APPROVED BY THE

CONTRACTING OFFICER.

6 REFER TO A-111 FOR BUILT IN WORKBENCHES

M D

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CS504

S-002

S-111

S-506

A-111 - FLOOR PLAN

A-311 - WALL SECTIONS

A-501 - SECTION DETAILS

IF111 - INTERIOR FURNITURE - FLOOR PLAN

File details come from the government source that posted it. Updated Apr 22, 2024.