W912QR25R0010_Plans-0003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Solicitation No. W912QR25R0010 for the Design-Bid-Build Construction of the Area Maintenance Support Activity at San Tan Valley, AZ is hereby modified as follows:

See Continuation Page

1. CONTRACT ID CODE PAGE OF PAGES

1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912QR25R0010

X 9B. DATED (SEE ITEM 11)

22-Oct-2024

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

06-Dec-2024

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

X 1

W912QR25R0010_Plans-0003

W912QR25R0010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0003

SUMMARY OF CHANGES – Amendment 0003

1. The following Plan Sheets have been replaced in their entirety:

CS101 Overall Site Plan AE102 Annotated Floor Plan AE121 Reflected Ceiling Plan AE803 Air Barrier Details A-201 Exterior Elevations - North and South A-202 Exterior Elevations – East and West A-530 Exterior Details I-601 Finish Material Legend / Room Finish Schedule

2. Offerors must acknowledge all amendments.

3. All other terms and conditions remain unchanged.

(End of Summary of Changes)

W912QR25R0010_Plans-0003

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EXISTING GRAVEL /

DIRT ROAD

PROPERTY BOUNDARY

E. OCOTILLIO ROAD

N.SCHNEPF ROAD

120' QUEEN CREEK

IRRIGATION DISTRICT

EASEMENT

40' CITY OF GILBERT

RAW WATER EASEMENT

40' CITY OF GILBERT TEMPORARY

CONSTRUCTION EASEMENT80' QUEEN CREEK

IRRIGATION DISTRICT

EASEMENT

30' CITY OF GILBERT

RAW WATER EASEMENT

40' CITY OF GILBERT TEMPORARY

CONSTRUCTION EASEMENT

X X

X X

XXXXX

X X

X

X

X

VAN

MEP ACCESS

RESTRICTED TO RIGHT IN /

RIGHT OUT / LEFT IN PER

PINAL COUNTY

DUMPSTER

ENCLOSURE

MEP SWING GATES

(REFER TO NOTE #9)

MEP SLIDING GATE

(REFER TO NOTE #9))

MEP FENCE

FUTURE MEP

EXPANSION

AREA

AREA

MAINTENANCE

SUPPORT

ACTIVITY (AMSA)

BUILDING

MILITARY

EQUIPMENT

PARKING (MEP)

33' UNOBSTRUCTED

SPACE ATFP SETBACK

50' MIN. ATFP

STANDOFF DISTANCE

STORMWATER

MANAGEMENT

AREA

26'

CLEAR ZONE

10' CLEAR ZONE

10' CLEAR ZONE

156'

10' CLEAR ZONE

UNSIGNALIZED

INTERSECTION

75' RIGHT OF WAY DEDICATION

/ RESERVATION FOR PINAL

COUNTY FUTURE 6 LANE

PRINCIPAL ARTERIAL

75' RIGHT OF WAY DEDICATION /

RESERVATION FOR PINAL COUNTY

FUTURE 6 LANE PRINCIPAL

ARTERIAL

CLEAR ZONE

ROADWAY IMPROVMENTS BY

OTHERS - SHOWN FOR

REFERENCE ONLY

VEHICULAR

BARRIER

403'

240'

342'

CONSTRUCTION

LIMITS, TYP

1108.6' 236.4'

US Army Corps of Engineers ®

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CERTIFIED FINAL DESIGN SUBMISSION

A1

CS101

OVERALL SITE PLAN

1"=60'

GENERAL NOTES

NOTES APPLY TO ALL PLANS IN SAME SERIES (CS). REFER TO PARTIALS FOR

MORE DETAILED INFORMATION

1. ALL DIMENSIONS SHALL BE IN FEET AND TO FACE OF CURB OR EDGE OF

PAVEMENT UNLESS OTHERWISE NOTED. ALL RADII TO BE 5-FT UNLESS

OTHERWISE NOTED.

2. ALL SITE ELEMENTS ARE PERPENDICULAR TO ONE ANOTHER UNLESS

OTHERWISE NOTED.

3. ANY SAW CUTTING OF EXISTING PAVEMENT SHALL BE DONE BY SAW

CUTTING FULL DEPTH. SAW CUTS SHALL BE NEAT AND STRAIGHT.

4. ALL NEW ASPHALT SHALL BE TRANSITION TO EXISTING ASPHALT WITH A

BUTT TYPE JOINT WITH A SMOOTH TRANSITION.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AN

ACCEPTABLE KNOX BOX LOCATION WITH THE LOCAL FIRE DEPARTMENT.

6. THE MEP AREA IS NOT TO BE STRIPED. THE OUTLINES SHOWN ARE FOR

ILLUSTRATION ONLY.

7. ALL CURBING SHALL CONFIRM TO PINAL COUNTY STANDARDS.

8. REFER TO ARCHITECTURE PLANS FOR BOLLARDS AT BUILDING DOORS AND

CORNERS.

9. SECURITY GATES SHALL HAVE THE FOLLOWING REQUIREMENTS:

A. SECURITY GATES EQUIPPED WITH ELECTRONIC CONTROL DEVICES

SHALL HAVE AN APPROVED FIRE DEPARTMENT OVERRIDE KEY

SWITCH AND LOCK BOX, AND SHALL ALLOW OPERATION OF THE

GATE DURING POWER OUTAGES. ALL GATES SHALL HAVE AN

EMERGENCY KEY BOX MOUNTED NEAR THE GATE LOCKING

MECHANISM.

B. MANUAL LOCKING MECHANISMS, SUCH AS PADLOCKS, SHALL BE

SOURCED FROM ONE MANUFACTURE (APPROVAL MUST COME FROM

CONTRACTING OFFICER). ALL GATES SHALL HAVE AN EMERGENCY

KEY BOX MOUNTED NEAR THE GATE LOCKING MECHANISM.

C. ALL MANUALLY OPERATED GATES SHALL REMAIN IN THE OPEN

POSITION WHEN LEFT UNATTENDED. ACTIVATION OF AN APPROVED

KEY SWITCH FOR ELECTRONICALLY CONTROLLED GATE SHALL

OPEN THE GATE AND CAUSE IT TO REMAIN IN THE OPEN POSITION

UNTIL RESET BY THE EMERGENCY RESPONSE PERSONNEL.

D. WHEN OPEN, GATES SHALL NOT OBSTRUCT ANY PORTION OF THE

REQUIRED WIDTH OF THE DRIVEWAY OR ACCESS ROAD, SHALL BE

ADEQUATELY SUPPORTED TO PREVENT DRAGGING, AND SHALL BE

OPERABLE BY ONE PERSON. SLIDING GATES SHALL SLIDE

PARALLEL TO THE SECURITY FENCE. SWING STYLE GATES SHALL

OPEN A FULL 90 DEGREES (MINIMUM) AND MAY SWING IN EITHER

DIRECTION.

E. GATE COMPONENTS SHALL BE MAINTAINED IN AN OPERATIVE

CONDITION AT ALL TIMES AND BE REPLACE OR REPAIRED WHEN

DEFECTIVE.

102 SHEETS

103 SHEETS105 SHEETS

104 SHEETS106 SHEETS

107 SHEETS

SHEET KEY PLANN

NORTH

(NAD 83)

0 120'30' 180'60'

1" = 60'-0"

1391 QUANTITIES

MEP PARKING AREA

(INCLUDING CIRCULATION) 11,475 SY

MEP APRONS 1,060 SY

TOTAL ORGANIZATIONAL PARKING = 12,535 SY

MEP / POV ACCESS ROAD 1,008 SY

MEP FENCE 1,460 LF

POV PARKING AREA 685 SY

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CS101

QUANTITIES SHOWN HERE ARE FOR ILLUSTRATION OF

COMPLIANCE WITH 1391 GUIDELINES ONLY. CONTRACTOR IS

RESPONSIBLE FOR HIS/HER OWN ALL BID QUANTITIES.

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26.02

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36' - 0"

02_TOP OF CMU

19' - 4"

05.02

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1 2

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05.03

26.04

26.01

26.01

26.04

26.02

26.01

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L3 L3

18' - 0" 2' - 0"

05.02

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10.02

10.01

26.03

10.01

04.04

03 - TOP OF CMU

36' - 0"

04.04

05.03

26.04

08.06 26.04

18' - 0"2' - 0" 2' - 0"18' - 0"

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1/8" = 1'-0"

AE102

G1

SOUTH ELEVATION

1/8" = 1'-0"

AE102

A1

NORTH ELEVATION

GRAPHIC SCALE(S)

1/16" = 1'-0" 0 16' 32' 48'8'

01.01 BID OPTION C

04.04 4" FACE BRICK

05.02 METAL COPING

05.03 SCUPPER OVERFLOW THROUGH PARAPET OUTLET

05.04 SCUPPER AND DOWNSPOUT TO CONCRETE SPLASHBLOCK

07.05 BRICK EXPANSION JOINT

08.06 SECTIONAL VERTICAL LIFT OVERHEAD DOOR

10.01 CANOPY SYSTEM WITH INTEGRAL LED LIGHT RATED FOR WET LOCATIONS

(WHERE SHOWN)

10.02 BOLLARD

10.17 EXTERIOR SIGNAGE. REFER TO IN101 AND I-611 FOR SIGNAGE PLANS AND

SCHEDULE

26.01 MECHANICAL EQUIPMENT; REFER TO MECHANICAL

26.02 ELECTRICAL EQUIPMENT; REFER TO ELECTRICAL

26.03 ROOF AIR TERMINAL RODS; REFER TO ELECTRICAL

26.04 WALL MOUNTED LIGHT - REFER TO ELECTRICAL

KEYED NOTES#ELEVATION

KEYED NOTE PRODUCT FINISH COLOR

8.03 TRANSLUCENT FIBERGLASS PANEL PREFINISHED WHITE

8.04 GLAZED ALUMINUM STOREFRONT PREFINISHED YKK : DURANAR CHARCOAL

8.05 HOLLOW METAL DOOR AND FRAME FIELD PAINTED PT-5 OR SIMILAR

8.06 VERTICAL LIFT OVERHEAD DOOR PREFINISHED PT-5 OR SIMILAR

10.01 CANOPY PREFINISHED - -

10.02 BOLLARD FIELD PAINTED SAFETY YELLOW

26.02 WALL MOUNTED LIGHT FIXTURE. REFER TO ELECTRICAL. PREFINISHED - -

ELEVATION

KEYED NOTE PRODUCT FINISH COLOR

4.01 CONCRETE MASONRY UNIT, ACCENT PREFINISHED GROUND FACE, ADOBE

4.02 CONCRETE MASONRY UNIT, FIELD PREFINISHED SPLIT FACE, TERRA COTTA

5.01 DOWNSPOUT PREFINISHED MATCH CMU

5.02 PREFINISHED METAL COPING PREFINISHED MATCH CMU

5.03 SCUPPER PREFINISHED MATCH CMU

8.01 LOUVER PREFINISHED MATCH CMU

8.02 OVERHEAD COILING DOOR PREFINISHED PT-5 OR SIMILAR

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08.02

10.0110.01 05.02

26.01

26.03

03 - TOP OF CMU

36' - 0"

02_TOP OF CMU

19' - 4"

04.0408.06 08.06

ABC

26.01

05.04

05.01

26.02

26.04

05.01

10.01

26.04 L2L1

10.17

2' - 0"

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20' - 0" 1' - 4"

01.01

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0' - 0"

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A A

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10.0110.01

08.06 10.02

10.01 05.02

26.01

26.03

26.03

04.04 04.04

03 - TOP OF CMU

36' - 0"

02_TOP OF CMU

19' - 4"

08.06

A B C

05.01

26.01 26.01

26.04 26.02

26.01

05.04

L3 L1

10.17

1' - 4"

B17

A-310

2' - 0"

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1/8" = 1'-0"

AE102

G1

EAST ELEVATION

1/8" = 1'-0"

AE102

A1

WEST ELEVATION

GRAPHIC SCALE(S)

1/16" = 1'-0" 0 16' 32' 48'8'

01.01 BID OPTION C

04.04 4" FACE BRICK

05.01 SCUPPER AND DOWNSPOUT WITH DOWNSPOUT BOOT TO DRAIN TO

UNDERGROUND STORM SEWER; REFER TO PLUMBING SHEETS.

05.02 METAL COPING

05.04 SCUPPER AND DOWNSPOUT TO CONCRETE SPLASHBLOCK

08.02 OVERHEAD ROLLING DOOR

08.06 SECTIONAL VERTICAL LIFT OVERHEAD DOOR

10.01 CANOPY SYSTEM WITH INTEGRAL LED LIGHT RATED FOR WET LOCATIONS

(WHERE SHOWN)

10.02 BOLLARD

10.17 EXTERIOR SIGNAGE. REFER TO IN101 AND I-611 FOR SIGNAGE PLANS AND

SCHEDULE

26.01 MECHANICAL EQUIPMENT; REFER TO MECHANICAL

26.02 ELECTRICAL EQUIPMENT; REFER TO ELECTRICAL

26.03 ROOF AIR TERMINAL RODS; REFER TO ELECTRICAL

26.04 WALL MOUNTED LIGHT - REFER TO ELECTRICAL

KEYED NOTES#ELEVATION

KEYED NOTE PRODUCT FINISH COLOR

8.03 TRANSLUCENT FIBERGLASS PANEL PREFINISHED WHITE

8.04 GLAZED ALUMINUM STOREFRONT PREFINISHED YKK : DURANAR CHARCOAL

8.05 HOLLOW METAL DOOR AND FRAME FIELD PAINTED PT-5 OR SIMILAR

8.06 VERTICAL LIFT OVERHEAD DOOR PREFINISHED PT-5 OR SIMILAR

10.01 CANOPY PREFINISHED - -

10.02 BOLLARD FIELD PAINTED SAFETY YELLOW

26.02 WALL MOUNTED LIGHT FIXTURE. REFER TO ELECTRICAL. PREFINISHED - -

ELEVATION

KEYED NOTE PRODUCT FINISH COLOR

4.01 CONCRETE MASONRY UNIT, ACCENT PREFINISHED GROUND FACE, ADOBE

4.02 CONCRETE MASONRY UNIT, FIELD PREFINISHED SPLIT FACE, TERRA COTTA

5.01 DOWNSPOUT PREFINISHED MATCH CMU

5.02 PREFINISHED METAL COPING PREFINISHED MATCH CMU

5.03 SCUPPER PREFINISHED MATCH CMU

8.01 LOUVER PREFINISHED MATCH CMU

8.02 OVERHEAD COILING DOOR PREFINISHED PT-5 OR SIMILAR

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GALV. METAL FLASHING;

PAINT TO MATCH

ADJACENT CMU WALL

FRPT WOOD BLOCKING

CMU WALL

6"

1"

EPDM ROOFING - TURN UP

WALL AS INDICATED -

REFER TO DETAIL E1/A-530

FOR ADDITIONAL

INFORMATION

CONTINUOUS LAP SEALANT

CMU

THERMAL INSULATION

3 5/8" BRICK

COPING

EPDM

AIR BARRIER

REINFORCED CORNER PER

MANUFACTURERS STANDARD

EXPANSION FASTENER

5/8" GYPSUM BOARD

CMU WALL

1 5/8" METAL STUD

FOOTING PER

STRUCTURAL SHEETS

CONCRETE

FOUNDATION - REFER

TO STRUCTURAL

ISOLATION JOINT

CONCRETE SLAB PER

STRUCTURAL

FLASHING WITH WEEPS

MORTAR MESH

GROUT BEHIND BRICK

VENEER SOLID - ALL

COURSES BELOW

FLASHING

CMU WALL

AIR TERMINAL

MANUFACTURER'S STANDARD

BASE FASTENED TO PARAPET PER

MANUFACTURER'S

RECOMMENDATIONS. PROVIDE

NEOPRENE WASHERS AT EACH

BOLT CONNECTION. COORDINATE

PENETRATION OF ROOF

MEMBRANE WITH ROOFING

CONTRACTOR.

CABLE

NOTE: DO NOT ATTACH AIR

TERMINAL OR CABLE TO SHEET

METAL COPING

SHEET METAL COPING

EXTERIOR WALL ASSEMBLY

6"

OPEN END AWAY FROM

BUILDING/WALL

3" x 4" SQUARE

GALVANIZED STEEL

DOWNSPOUT ABOVE

PRECAST CONCRETE

SPLASH BLOCK

4" 2 1/

2"

1/

2"

1'

4"

4" 8"

4"

2" 1'

0"

2"

1' - 8"

FACE OF BUILDING

DOWNSPOUT

SUPPORT

3"

DOWNSPOUT

PRECAST CONCRETE SPLASH

BLOCK AT DOWNSPOUTS

WHERE NOTED REFER TO

E16/A-530

GRADE

4"

STOREFRONT SYSTEM

METAL ANGLE

CMU WALL

1 5/8" METAL STUD

5/8" GYPSUM BOARD

AIR/VAPOR BARRIER

INSULATION

BRICK

ANCHOR BOLT

PRE-MANUFACTURED

AWNING

CONTINUOUS SEALANT

CONTINUOUS FLASHING WITH

TERMINATION BAR - PROVIDE

EXPANSION ANCHORS AT 6"

O.C. -3" MIN EMBEDMENT

INTO CMU

COUNTER FLASHING

BLOCKING OR STEEL PER

MANUFACTURER

CANOPY SYSTEM

EL: 9' - 4"

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1 1/2" = 1'-0"

A-310

A1

COPING DETAIL

GRAPHIC SCALE(S)

3" = 1'-0" 0 3" 6" 1'

1 1/2" = 1'-0" 0 6" 1' 2'3"

3" = 1'-0"

A-310

E12

ROOF EDGE @ CMU

1 1/2" = 1'-0"

A-310

A8

CEILING @ CMU

1 1/2" = 1'-0"

A-310

A12

CMU/BRICK VENEER FOOTING 1" = 1'-0"

0 1' 2' 3'6"

1 1/2" = 1'-0"E4

AIR TERMINAL DETAIL AT PARAPET

1 1/2" = 1'-0"E16

SPLASH BLOCK DETAIL

1 1/2" = 1'-0"K16

SPLASH BLOCK ELEVATION

1 1/2" = 1'-0"

A-310

J1

CANOPY @ STOREFRONT

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F.E.C.

F.E.C.

A-201

G1

A-202

G1

A-201

A1

A-202

A1

A1

A-301

K1

A-301

F1

A-301

A8

A-310

A-402

J8

A

B

C

A-603

E1 B17

A-310

EQUIPMENT

ALCOVE

WORK BAYS

SHOP OFFICE

SUPERVISOR

ELEC

MEN

MECHANICAL

TER

BREAK

CONTROLLED

WASTE

PARTS & TOOL

ROOMS

FLUID

DISTRIBUTION

MEN SHOWER

WOMEN SHOWER

WOMEN

JAN

BAY SAFE AISLE

EF

CIRC

FLAMMABLE

STORAGE

BATTERY

ROOM

115A

118 116 108

101B

101A

A

123B

121B

B

110A

105A

105C

200C

200D

202A 202B

200B

200A

ENTRY

VESTIBULE

115B

PUMP ROOM

VESTIBULE

106A 106B

0B

1C 2C 2C

2C

2C

2C

1C

1C

1B 0B

0B

0A

0B 0F

0D0D

0D

0D

0D

0D

0D

0F C

201A

B A A

0B

LACT

22.03

22.02

22.02

22.04

05.01

201B

11.01

22.05

0D

0G 0G 0G 0G

0G 0G

0G

0G

120B 122B

A

0C

22.05

22.05

22.05

22.05

200E

A

A

A

A

B

2C

10.02

10.16

10.0910.09

ALIGN

ALIGN

LOCATION

TYP. OF 5

10.02

05.06

110B

CAGED STORAGE

10.19

TYP

OF 3

10.19

TYP

OF 7

10.18

TYP

OF 16

10.20

TYP

OF 6

08.06

01.01

01.01 01.01

04.05

TYP. OF 4

EACH SIDE

1 HOUR FIRE RATED PARTITION

2 HOUR FIRE RATED PARTITION

**INTERIOR OF SHOP OFFICE 101 AND CIRC 104 TO BE THE FURRED, GYPSUM

BOARD SIDE OF THE PARTITION TYPES TAGGED**

2' - 0

2' - 0

2' - 6 " 4' - 0"4' - 0"

4' - 0"

S

H E

LF

7'

0" M

A X

SOLID

BACK

PANEL

EXPOSED

BRACING

BEYOND

10.18 CLOSED

STEEL SHELVING

10.19 OPEN

STEEL SHELVING

10.20 OPEN

STEEL SHELVING

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1/8" = 1'-0"A1

FIRST FLOOR PLAN

LEGEND

NORTH

GRAPHIC SCALE(S)

01.01 BID OPTION C

04.05 CRANE SUPPORT PILASTER - REF TO STRUCTURAL

05.01 SCUPPER AND DOWNSPOUT WITH DOWNSPOUT BOOT TO DRAIN TO

UNDERGROUND STORM SEWER; REFER TO PLUMBING SHEETS.

05.06 ROOF ACCESS LADDER AND HATCH

08.06 SECTIONAL VERTICAL LIFT OVERHEAD DOOR

09.05 METAL FLOOR GRATE. REFER TO FINISH SCHEDULE AND STRUCTURAL

10.02 BOLLARD

10.09 CORNER GUARD

10.16 AUTOMATIC EXTERNAL DEFIBRILLATOR BY GOVERNMENT. SUPPLY

BLOCKING WHERE REQUIRED. REFER TO E1 / A-540

10.18 48"W X 24"D X 73"H CLOSED STEEL SHELVING

10.19 48"W X 24"D X 73"H OPEN STEEL SHELVING

10.20 48"W X 30"D X 73"H OPEN STEEL SHELVING

11.01 OVERHEAD BRIDGE CRANE

22.02 MOP SINK

22.03 EMERGENCY EYE WASH STATION

22.04 DOUBLE WATER COOLER WITH BOTTLE FILL STATION

22.05 TRENCH DRAIN WITH SAND INTERCEPTOR. SLOPE SLAB IN DIRECTION OF

DRAIN. REFER TO PLUMBING AND STRUCTURAL

KEYED NOTES#

1/8" = 1'-0" 0 8' 16' 24'4'

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SHELVING TYPES

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OS

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OS

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PARTS & TOOL

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SHOP OFFICE

CONTROLLED

WASTE

FLAMMABLE

STORAGE

BATTERY

ROOM

ELEC

JAN

TER

EF

BREAK

CIRC

WOMEN

MEN

WOMEN SHOWER

123MEN SHOWER

VESTIBULE

PUMP ROOM

ENTRY

VESTIBULE

MECHANICAL

FLUID

DISTRIBUTION

SUPERVISOR

LACT

WORK BAYS

EQUIPMENT

ALCOVE

BAY SAFE AISLE

A-402

H1

11.01

10.01

10.01

10.01

10.01

10.01

09.03

09.03

09.0309.0309.03

09.03

A

B

C

5' - 8 3/4"

1/ 2"

B17

A-310

26.05

26.05

OPP

HAND

01.01

11' - 6"1

24" X 24" SUSPENDED

ACOUSTICAL CEILING PANELS

GYPSUM

EXPOSED STRUCTURE

LIGHT FIXTURE

PENDANT LIGHT FIXTURE

PENDANT LIGHT FIXTURE

PENDANT LIGHT FIXTURE W/ BATTERY POWER

RECESSED CAN LIGHT FIXTURE

RECESSED CAN LIGHT FIXTURE W/ BATTERY POWER

LIGHT FIXTURE W/ BATTERY POWER

CEILING FAN

1. REFER TO PLUMBING, MECHANICAL, FIRE SUPRESSION, FIRE ALARM,

AND TELECOMMUNICATION DRAWINGS FOR VENTS, SPRINKLER

HEADS, GRILLES, REGISTERS, DIFFUSERS, DUCTS, LIGHTS,

DETECTORS, ETC. AND COORDINATE SAME AS REQUIRED.

2. EXTEND PARTITIONS TO BOTTOM OF FLOOR OR ROOF DECK

(TYPICAL) UNLESS OTHERWISE NOTED.

3. REFER TO ROOM FINISH SCHEDULE FOR CEILING MATERIALS AND

FINISHES.

4. CEILING MOUNTED OR RECESSED ITEMS SHOWN OR NOT, ON

REFLECTED CEILING PLANS, SUCH AS SPRINKLER HEADS, SPEAKER,

GRILLES, LIGHTS, ETC. MUST BE CENTERED IN THE LAY-IN PANELS. AT

GYPSUM BOARD CEILINGS, INSTALL IN A CONSISTENT PATTERNS.

REFER TO A-541 FOR TYPICAL CEILING DETAILS AND FIXTURE

LAYOUTS.

5. NOTIFY COR OF ITEMS NOT SHOWN ON REFLECTED CEILINGS PLANS

AND LOCATE PER COR.

6. CEILING ELEVATIONS ARE 9'-0" AFF UNLESS OTHERWISE NOTED.

7. WHERE CONFLICT IN CEILING DEVICES OCCURS, COORDINATE WITH

THE COR.

8. GRID LAYOUT AND LOCATION OF LIGHT FIXTURES AND DIFFUSERS ON

THE REFLECTED CEILING PLANS GOVERN OVER ELECTRICAL AND

MECHANICAL DRAWINGS.

9. SPRINKLER HEAD LOCATIONS, IF SHOWN, ARE INDICATED FOR

PATTERN ONLY. REQUIRED HEADS ARE NOT NECESSARILY

INDICATED. PROVIDE HEADS REQUIRED BY CODE. SPRINKLER HEADS

THAT DEVIATE FROM LOCATIONS INDICATED ON CEILING PLANS MUST

BE APPROVED BY THE COR PRIOR TO INSTALLATION.

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CERTIFIED FINAL DESIGN SUBMISSION

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1/8" = 1'-0"A1

FIRST FLOOR REFLECTED CEILING PLAN

REFLECTED CEILING PLAN

NORTH

GRAPHIC SCALE(S)

1/8" = 1'-0" 0 8' 16' 24'4'

01.01 BID OPTION C

09.03 OPEN TO STRUCTURE ABOVE; EXPOSED STRUCTURE

10.01 CANOPY SYSTEM WITH INTEGRAL LED LIGHT RATED FOR WET LOCATIONS

(WHERE SHOWN)

11.01 OVERHEAD BRIDGE CRANE

26.05 TROUGH LIGHT - REFER TO L17/A-542 AND ELECTRICAL

KEYED NOTES#

GENERAL SHEET NOTES

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04.01

03.01

03.02

07.03

07.07

07.06

07.08

03 - TOP OF CMU

36' - 0"

04.01

07.06

07.07

07.07

LOCATION OF AIR BARRIER

TYPICAL

04.01

04.04

07.07

07.06

07.04

07.11

07.09

04.01

07.06

04.04

07.07

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CERTIFIED FINAL DESIGN SUBMISSION

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1 1/2" = 1'-0"A1

AIR BARRIER AT FOUNDATION

03.01 FOOTING

04.01 CMU

04.04 4" FACE BRICK

07.03 ISOLATION JOINT AND SEALANT

07.04 SEALANT AND BACKER ROD BETWEEN FRAME AND CMU

07.06 THERMAL INSULATION

07.07 AIR BARRIER

07.08 FLASHING

07.09 SPRAY POLYURETHANE FOAM SEALANT OR ROCK

WOOL/MINERAL WOOL FOR AIR BARRIER TRANSITION TO

WINDOW FRAME

07.11 SEALANT AND BACKER ROD

1 1/2" = 1'-0"H1

AIR BARRIER AT ROOF

GENERAL SHEET NOTES

LEGEND

1. FOR AIR BARRIER SYSTEM REQUIREMENTS, SEE SPEC SECTION 07 05 23

AND 07 27 10 AND 07 27 19

2. CONTRACTOR'S OPTION: INLIEU OF SEALING THE METAL DECT TO PERFORM

AS AN AIR BARRIER ELEMENT AS SHOWN, THE CONTRACTOR MAY INCLUDE

A 1/4" THICK GLASS MAT ROOF SHEATHING OVER THE ENTIRE ROOF DECK

WITH A SELF -ADHERING RUBBERIZED ASPHALT SHEET MEMBRANE

UNDERLAYMENT. THE UNDERLAYMENT SHALL WRAP AROUND THE RAKES

AND BACK TO THE CONCRETE WALL. AT THE GUTTER EAVES, THE

SHEATHING AND UNDERLAYMENT SHALL EXTEND TO THE ROOF EDGES,

CONTRACTOR SHALL SUBMIT ALL DETAILS ANF MANUFACTURER'S

INFORMATION PRIOR TO IMPLEMENTING THIS OPTION

KEYED NOTES#

1 1/2" = 1'-0"A12

AIR BARRIER AT OPENING JAMB

1 1/2" = 1'-0"F12

AIR BARRIER AT WALL CORNER

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1. MANUFACTURERS AND COLORS LISTED ARE INTENDED TO ESTABLISH

LEVEL OF QUALITY, COLOR & FINISH, AND ARE NOT INTENDED TO

LIMIT THE SELECTION OF OTHER MANUFACTURERS FOR EQUAL

PRODUCTS.

2. ALL FINISHES ARE TO BE INSTALLED/ APPLIED IN ACCORDANCE WITH

THE MANUFACTURER'S WRITTEN INSTRUCTIONS.

3. FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING FINISH

MATERIALS.

4. ALL FLOORING TRANSITIONS ARE TO OCCUR AT THE CENTERLINEOF

THE DOOR, DOORWAY, OR CEILING UON.

5. GYPSUM BOARD WALLS ARE TO HAVE A LIGHT ORANGE

PEELTEXTURE.

6. PAINTED GYPSUM BOARD WALLS MUST HAVE AN EGGSHELL FINISH

UON.

7. PAINTED GYPSUM BOARD CEILINGS ARE TO HAVE A FLAT FINISH UON.

8. DOORS AND FRAMES SCHEDULED TO BE PAINTED MUST HAVE A SEMI

GLOSS FINISH UON.

9. RUBBER REDUCER STRIPS/ TRANSITIONS WHERE SPECIFIED ARE TO

MATCH ADJACENT RESILIENT BASE COLOR.

10. WHEN INSTALLING TILE, USE ALL APPLICABLE MATCHING TRIM

PIECES; I.E. INSIDE AND OUTSIDE CORNERS AND EDGES. LEAVE NO

EXPOSED TILE EDGES.

11. REFER TO ARCHITECTURE DRAWINGS FOR EXTERIOR FINISHES.

US Army Corps of Engineers ®

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CERTIFIED FINAL DESIGN SUBMISSION

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FINISH SCHEDULE

ROOM NO ROOM NAME

WALL FINISH BASE FINISH FLOOR CEILING

NOTES & REMARKS (SEE NOTES)NORTH EAST SOUTH WEST NORTH EAST SOUTH WEST MAT FIN

100 SUPERVISOR PT-1 PT-1 PT-3 PT-1 RB-1 RB-1 RB-1 RB-1 RBF-1 ACT-1

101 SHOP OFFICE PT-1 PT-4 PT-1 PT-1 RB-1 RB-1 RB-1 RB-1 RBF-1 ACT-1

102 BREAK PT-1 PT-1 PT-2 PT-1 RB-1 RB-1 RB-1 RB-1 LVT-1,2,3 ACT-1

103 LACT PT-1 PT-1 PT-1 PT-4 RB-1 RB-1 RB-1 RB-1 LVT-2 ACT-1

104 CIRC PT-1 PT-1 PT-3 PT-1 RB-1 RB-1 RB-1 RB-1 RBF-1 ACT-1

105 PARTS & TOOL ROOMS PT-1 PT-1 PT-1 PT-1 RB-1 RB-1 RB-1 RB-1 SC-1 GYP-1 PT-6

106 ENTRY VESTIBULE PT-1 PT-1 PT-1 PT-1 RB-1 RB-1 RB-1 RB-1 WM-1 ACT-1

107 VESTIBULE PT-1 PT-1 PT-1 PT-1 RB-1 RB-1 RB-1 RB-1 WM-1 ACT-1

108 BATTERY ROOM PT-1 PT-1 PT-1 PT-1 --- --- --- --- SC-1 OTS-1 CEILING STRUCTURE TO BE PAINTED PT-6

109 FLAMMABLE STORAGE PT-1 PT-1 PT-1 PT-1 --- --- --- --- EP-2 / LMG-1 OTS-1 CEILING STRUCTURE TO BE PAINTED PT-6

110 CONTROLLED WASTE PT-1 PT-1 PT-1 PT-1 --- --- --- --- EP-2 / LMG-1 OTS-1 CEILING STRUCTURE TO BE PAINTED PT-6

111 FLUID DISTRIBUTION PT-1 PT-1 PT-1 PT-1 --- --- --- --- EP-2 / LMG-1 OTS-1 CEILING STRUCTURE TO BE PAINTED PT-6

112 CAGED STORAGE SC-1 GYP-1 PT-6

114 JAN PT-1 PT-1 PT-1 PT-1 RB-1 RB-1 RB-1 RB-1 SC-1 OTS-1 WALLS TO RECIEVE EPOXY PAINT

115 MECHANICAL PT-1 PT-1 PT-1 PT-1 RB-1 RB-1 RB-1 RB-1 SC-1 OTS-1 CEILING STRUCTURE TO BE PAINTED PT-6

116 ELEC PT-1 PT-1 PT-1 PT-1 RB-1 RB-1 RB-1 RB-1 SC-1 OTS-1 CEILING STRUCTURE TO BE PAINTED PT-6

117 TER PT-1 PT-1 PT-1 PT-1 RB-1 RB-1 RB-1 RB-1 EP-1 OTS-1 CEILING STRUCTURE TO BE PAINTED PT-6

118 EF PT-1 PT-1 PT-1 PT-1 RB-1 RB-1 RB-1 RB-1 EP-1 OTS-1 CEILING STRUCTURE TO BE PAINTED PT-6

119 PUMP ROOM PT-1 PT-1 PT-1 PT-1 RB-1 RB-1 RB-1 RB-1 SC-1 OTS-1 CEILING STRUCTURE TO BE PAINTED PT-6

120 MEN CTW-1,2/PT-1 CTW-1,2/PT-1 CTW-1,2/PT-1 CTW-1,2/PT-1 CTB-1 CTB-1 CTB-1 CTB-1 CT-1 GYP-1/PT-6 CWT TO 6'3" AFF, PAINT ABOVE

121 MEN SHOWER CTW-1 CTW-1 CTW-1 CTW-1 CTB-1 CTB-1 CTB-1 CTB-1 CT-1 GYP-1/PT-6 WALLS TO RECIEVE EPOXY PAINT

122 WOMEN CTW-1,2/PT-1 CTW-1,2/PT-1 CTW-1,2/PT-1 CTW-1,2/PT-1 CTB-1 CTB-1 CTB-1 CTB-1 CT-1 GYP-1/PT-6 CWT TO 6'3" AFF, PAINT ABOVE

123 WOMEN SHOWER CTW-1 CTW-1 CTW-1 CTW-1 CTB-1 CTB-1 CTB-1 CTB-1 CT-1 GYP-1/PT-6 WALLS TO RECIEVE EPOXY PAINT

200 WORK BAYS PT-1 PT-1 PT-1 PT-1 RB-1 RB-1 RB-1 RB-1 SC-1 OTS-1 CEILING STRUCTURE TO BE PAINTED PT-6

201 BAY SAFE AISLE PT-1 PT-1 PT-1 PT-1 RB-1 RB-1 RB-1 RB-1 SC-1 OTS-1 CEILING STRUCTURE TO BE PAINTED PT-6

202 EQUIPMENT ALCOVE PT-1 PT-1 PT-1 PT-1 RB-1 RB-1 RB-1 RB-1 SC-1 OTS-1 CEILING STRUCTURE TO BE PAINTED PT-6

FINISH LEGEND

SURFACE

ITEM

CODE DESCRIPTION

BASIS OF DESIGN (OR

EQUAL) MODEL COLOR SIZE NOTES

CEILING ACT-1 ACOUSTICAL CEILING TILE ARMSTRONG OPTIMA OPEN PLAN WHITE TILE/WHITE GRID 15/16" TEGULAR, PRELUDE

SUSPENSION SYSTEM

CEILING PT-6 PAINT BENJAMIN MOORE OC-29 FLORAL WHITE CEILING, FLAT

FLOOR CT-1 CERAMIC TILE DALTILE FABRIQUE P689 NOIR LINEN 12' x 12"

FLOOR CTB-1 CERAMIC TILE BASE DALTILE FABRIQUE P689 NOIR LINEN 3" X12" BULLNOSE

FLOOR EP-1 ESD EPOXY FLOORING DUR-A-FLEX DUR-A-GARD ESD MEDIUM GREY

FLOOR EP-2 CATALYZED EPOXY FLOORING SHERWIN WILLIAMS TILE-CLAD HIGH SOLIDS (HS) BLACK CUSTOM

FLOOR LMG-1 LINEAR BELOW METAL GRATE

FLOOR LVT-1 LUXURY VINYL TILE MOHAWK GROUP CHROMASCOPE 230 SUMMER SUEDE 12" x 24" REFER TO DETAIL A13/IN101 FOR BREAL ROOM FLOORING PATTERN

FLOOR LVT-2 LUXURY VINYL TILE MOHAWK GROUP CHROMASCOPE 860 CABIN FEVER 12" x 24" REFER TO DETAIL A13/IN101 FOR BREAL ROOM FLOORING PATTERN

FLOOR LVT-3 LUXURY VINYL TILE MOHAWK GROUP CHROMASCOPE 672 TOTALLY TEAL 12" x 24" REFER TO DETAIL A13/IN101 FOR BREAL ROOM FLOORING PATTERN

FLOOR RB-1 RUBBER BASE TARLETT/JOHNSONITE WALL COVE BASE 283 TOAST 4"H

FLOOR RBF-1 RUBBER FLOORING TARKETT DEFIANT OIL AND GREASE

TILE

GRHRTSP 729 THICKET 24" x24" TILE

FLOOR SC-1 SEALED CONCRETE SURECRETE DURA-KOTE COLOR TEK 4000WB DOVE GRAY

FLOOR WM-1 WALK-OFF MAT C S CONSTRUCTION SPECIALTIES PEDIMAT M2 9325 GRAPHITE REFER TO MAN. INSTALLING DETAILS FOR SLAB RECESS REQUIREMENTS FOR THIS APPLICATION

MILLWORK PL-1 PLASTIC LAMINATE LAMINART 3071-VT SILVER ASH

MILLWORK SS-1 SOLID SURFACE WILSONART 9203CE DUSK ICE 1/2" THICK COUNTERTOPS, 3/4" THICK

WINDOW SILLS

9' x 2' AT WORKBAY WORKBENCH TOPS

MISC GT-1 GROUT LATICRETE PERMACOLOR 40 LATTE WALL GROUT

MISC GT-2 GROUT LATICRETE PERMACOLOR 45 RAVEN FLOOR GROUT

MISC TP-1 TOILET PARTITION GENERAL PARTITIONS SOLID PHENOLIC, LAMINATE

FACE

4990-60 FLAX LINEN ABS EDGE BANDING TO MATCH LAMINATE

MISC WT-1 WINDOW TREATMENT MECHOSHADE ECOVEIL SCREEN 1350 SERIES, BLACK/BROWN 5% OPENNESS

WALL CG-1 CORNER GUARD ACROVYN VA SERIES 1436 SEMI-SWEET

WALL CTW-1 CERAMIC TILE WALL DALTILE COLOR WHEEL CLASSIC 0161 URBAN PUTTY 3" x 6"

WALL CTW-2 CERAMIC TILE WALL DALTILE COLOR WHEEL CLASSIC 0144 ARTISAN BROWN 3" x 6"

WALL CTW-3 CERAMIC TILE WALL DALTILE COLOR WHEEL CLASSIC 0148 SPA 4" x 4"

WALL PT-1 PAINT BENJAMIN MOORE HC-26 MONROE BISQUE EGGSHELL

WALL PT-2 PAINT BENJAMIN MOORE 704 DEL MAR BLUE EGGSHELL

WALL PT-3 PAINT BENJAMIN MOORE HC-43 TYLER TAUPE EGGSHELL

WALL PT-4 PAINT BENJAMIN MOORE 2136-70 WHISPERING SPRING EGGSHELL

WALL PT-5 PAINT BENJAMIN MOORE HC-85 FAIRVIEW TAUPE HOLLOW METAL DOORS, FRAMES, AND TRIM, SEMI GLOSS

GENERAL SHEET NOTES

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