17-R-0007_WAFB_Reno_Bldg_527_Atch_7_100_prcnt_Design_Drwgs_Full_Set_3May16.pdf

DRAWING SCHEDULE

GENERAL

G-100 COVER SHEET

G-101 LOCATION MAP, PHASING PLANS & GENERAL NOTES

CIVIL

C-100 EXISTING SITE CONDITIONS & DEMOLITION PLANS

C-101 SITE PLANS

C-102 SITE DETAILS

STRUCTURAL

S-001 GENERAL NOTES & SECTIONS

S-101 FRAMING PLAN

ARCHITECTURAL

A-001 SCHEDULES AND LEGENDS

A-101 DEMOLITION FLOOR PLAN

A-102 FLOOR PLAN & WALL TYPES

A-103 REFLECTED CEILING PLAN

A-104 ROOF PLAN & WALL DETAILS

A-201 EXTERIOR ELEVATIONS

A-301 ENLARGED PLANS & INTERIOR ELEVATIONS

MECHANICAL

M-000 MECHANICAL SYMBOLS AND LEGENDS

M-101 HVAC FLOOR PLAN

M-102 HVAC ROOF PLAN

M-201 PIPING FLOOR PLAN

M-301 MECHANICAL DETAILS

M-302 MECHANICAL DETAILS

M-401 MECHANICAL SCHEDULES

M-402 MECHANICAL SCHEDULES

M-403 MECHANICAL SCHEDULES

M-501 MECHANICAL CONTROLS

M-502 MECHANICAL CONTROLS

M-503 MECHANICAL CONTROLS

M-504 MECHANICAL CONTROLS

M-505 MECHANICAL CONTROLS

M-506 MECHANICAL CONTROLS

PLUMBING

P-000 PLUMBING SYMBOLS AND LEGENDS

P-101 PLUMBING WASTE AND VENT FLOOR PLAN

P-201 PLUMBING WATER & GAS FLOOR PLAN

P-301 PLUMBING DETAILS

P-302 PLUMBING DETAILS

P-401 PLUMBING RISERS

ELECTRICAL

E-000 ELECTRICAL SYMBOLS AND LEGENDS

E-101 LIGHTING FLOOR PLAN

E-201 POWER FLOOR PLAN

E-301 EQUIPMENT CONNECTION FLOOR PLAN

E-400 ELECTRICAL ONE-LINE

E-401 ELECTRICAL SCHEDULES

E-402 LIGHTING SCHEDULES

FIRE PROTECTION

FP000 FIRE PROTECTION SYMBOLS AND LEGEND

FP101 FIRE PROTECTION PLAN

FP201 FIRE ALARM DETAILS

FP202 FIRE SPRINKLER DETAILS

Whiteman Air Force Base

Missouri

Approved

SIGNATURE OFFICE

Commander

Base Civil Engineer Chief of Programming

User

Coordination Airfield Manager

Ground Safety

Communication/ Computers Bioenvironmental Engineer

Security Police

Security System

Fire Chief

Chief of Operations Construction Management Roofing Engineer Pavements Engineer Corrosion Engineer Protective Coatings Engr.

Contracting

Design Firm

Facility Number D.O. Number

Project Number

Project Title

Sheet Of

Sheet Title

Revision By/Date

Project Manager

Draftsman

Task Order Mngr.

Date

Drafting/IGI&S

CONSULTANTS

INCORPORATED May 1, 1955 Crowley Wade Milstead Inc.

Corporate License Missouri 000310

Structural Engineer

Mechanical / Electrical Engineer

CWM

CWM

G-001

COVER SHEET

YWHG 15-0090

RENOVATE BUILDING

527 FOR POST OFFICE

AND A&FRC

3 May 2016

RENOVATE BUILDING 527 FOR POST

OFFICE AND A&FRC

Whiteman Air Force Base, Missouri

Project Number: YWHG 15-0090

No. Description Date

1064060690C Typewritten Text

1064060690C Typewritten Text

1064060690C Typewritten Text FA4625-17-R-0007, Atch #7

1064060690C Typewritten Text

HG IF

TERWNG I

2nd

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WHITEMAN AFB

12TH STREET

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DN

Project Location Contracting Bldg 139

Contractor Entrance Lemay Gate

Main Gate Spirit Gate

Engineering Bldg. 709

Security Forces Bldg. 711

LOCATION PLAN

PHASING LEGEND

PHASE 1

PHASE 2

PHASE 3

PHASING NOTES:

• THE EXISTING TENANTS CURRENTLY IN

THE FACILITY WILL CONTINUE TO OCCUPY

THE FACILITY DURING CONSTRUCTION

OPERATIONS.

• THIS PLAN PROVIDES THE GENERAL

INTENT.AND SCOPE OF EACH PHASE.

THE CONTRACTOR SHALL PROVIDE A

DETAILED PHASING PLAN TO WAFB FOR

APPROVAL.

PHASING LEGEND

PHASE 1

• DEMOLITON OF THE PHASE 3 AREA WITH OVERHEAD

LIGHTING AND HVAC TO BE MAINTAINED DURING PHASE 1

AND 2 SUITALBE FOR TEMPORARY CLASSROOM USE.

CLASSROOMS IN PHASE 1 SHALL REMAIN IN USE UNTIL

THIS PHASE 3 TEMPORARY CLASSROOM IS AVAILABLE.

• DEMOLITION OF THE PHASE 1 AREA.

• NEW IMPROVEMENTS IN PHASE 1 CONSTRUCTED.

• AFTER NOTICE OF SUBSTANTIAL COMPLETION IS

OBTAINED FOR PHASE 1, WHITEMAN WILL RELOCATE ALL

BUILDING TENANTS INTO THE PHASE 1 AREA PRIOR TO

RELEASING THE PHASE 2 AREA FOR CONSTRUCTION.

PHASE 2

• PHASE 3 AREA TO BE UTILIIZED FOR CLASSROOM SPACE

UNTIL ACCEPTANCE OF PHASE 2.

• DEMOLITION OF THE PHASE 2 AREA.

• NEW IMPROVEMENTS IN PHASE 2 CONSTRUCTED.

• AFTER NOTICE OF SUBSTANTIAL COMPLETION IS

OBTAINED FOR PHASE 2, WHITEMAN WILL RELOCATE ALL

CLASSROOM OPERATIONS INTO PHASE 2 RELEASING THE

PHASE 3 AREA FOR CONSTRUCTION.

PHASE 3

• DEMOLITION OF THE REMAINING COMPONENTS IN THE

PHASE 3 AREA.

• NEW IMPROVEMENTS IN PHASE 3 CONSTRUCTED.

• AFTER NOTICE OF SUBSTANTIAL COMPLETION IS

OBTAINED FOR PHASE 3, WHITEMAN WILL ASSUME THE

OPERATIONS OF THE ENTIRE FACILITY.

EXTERIOR IMPROVEMENTS

• EXTERIOR IMPROVEMENTS MAY BE ACCOMPLISHED

DURING ANY PHASE AS LONG AS IT WILL NOT INTERFERE

WITH THE EXISTING TENANTS OPERATIONS OR SAFETY.

1 2 3 4 5 6

A

B

C

D

PHASE 1 PHASE 3

(DEMOLITION TO

OCCUR IN PHASE 1)

PHASE 2

1 2 3 4 5 6

A

B

C

D

PHASE 1 PHASE 3

(DEMOLITION TO

OCCUR IN PHASE 1)

PHASE 2

GENERAL NOTES

1. ALL CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT

THE JOB SITE BEFORE COMMENCING WORK AND NOTIFY THE ARCHITECT OF

ANY DISCREPANCIES.

2. DO NOT SCALE DRAWINGS. FIELD VERIFY ALL QUANTITIES AND

CONDITIONS.

3. THE CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UTILITY LINES WITHIN

WORK AREAS AND PROTECT THE SAME AS REQUIRED TO MAINTAIN THEM

IN GOOD OPERATING CONDITION. CAP UTILITIES AT LOCATIONS AS

REQUIRED FOR THE NEW CONSTRUCTION IN ACCORDANCE WITH LOCAL

CODES. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL (MEP)

DRAWINGS FOR ADDITIONAL INFORMATION.

4. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL (MEP) DRAWINGS

FOR WORK COMMON TO THESE TRADES.

5. ALL WORK SHALL CONFORM WITH APPLICABLE BUILDING CODES,

ORDINANCES AND REGULATIONS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL

NECESSARY BUILDING PERMITS, INSPECTIONS AND OCCUPANCY PERMITS.

7. DRAWINGS CONTAINED IN THIS SET SHALL NOT BE REPRODUCED FOR

SHOP DRAWINGS. COPIES OF THESE DRAWINGS SUBMITTED AS SHOP

DRAWINGS WILL BE REJECTED AND RETURNED TO THE CONTRACTOR.

8. CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR THE MEANS,

METHODS, AND SEQUENCES OF CONSTRUCTION AND THE SAFETY OF ALL

CONSTRUCTION PERSONNEL AND VISITORS.

9. THE SPECIFICATIONS AND ALL CONSULTANT DRAWINGS ARE

SUPPLEMENTAL TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE

ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF ANY OF THE

CONSULTANTS WORK AND TO BRING ANY DISCREPANCIES OR CONFLICTS

TO THE ARCHITECTS ATTENTION IN WRITING FOR CLARIFICATION.

10. IMPROPERLY INSTALLED WORK SHALL BE CORRECTED BY THE

CONTRACTOR AT HIS EXPENSE AND AT NO EXPENSE TO THE ARCHITECT,

OR HIS CONSULTANTS.

11. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING, SHORING, ETC.

AS REQUIRED TO SUPPORT ALL LOADS.

12. ALL DISSIMILAR METALLIC MATERIALS SHALL BE ISOLATED FROM EACH

OTHER TO PREVENT GALVANIC ACTION.

13. VERTICAL DIMENSIONS ARE FROM “FLOOR LINE” WHICH IS TOP OF

CONCRETE (OR FINISHED FLOORING) UNLESS NOTED OTHERWISE

14. OVERALL EXTERIOR HORIZONTAL DIMENSIONS ARE FROM FACE OF

EXISTING FOUNDATION. HORIZ. DIMENSIONS FOR INTERIOR CONST. ARE

FROM FACE OF FINISHED SURFACE.

15. SAW-CUT EXISTING CONCRETE/ASPHALT WHEN REMOVING TO PROVIDE A

NEAT STRAIGHT LINE FOR THE INSTALLATION OF NEW CONCRETE/ASPHALT

REPLACEMENT MATERIALS.

16. WORKMANSHIP MUST BE OF HIGHEST QUALITY, PERFORMED IN A

PROFESSIONAL MANNER AND IN ACCORDANCE WITH THE

MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS FOR THE

PRODUCT AND/OR MATERIAL BEING SUPPLIED AND/OR INSTALLED.

APPLICABLE TO ALL SHEETS

Whiteman Air Force Base

Missouri

Approved

SIGNATURE OFFICE

Commander

Base Civil Engineer Chief of Programming

User

Coordination Airfield Manager

Ground Safety

Communication/ Computers Bioenvironmental Engineer

Security Police

Security System

Fire Chief

Chief of Operations Construction Management Roofing Engineer Pavements Engineer Corrosion Engineer Protective Coatings Engr.

Contracting

Design Firm

Facility Number D.O. Number

Project Number

Project Title

Sheet Of

Sheet Title

Revision By/Date

Project Manager

Draftsman

Task Order Mngr.

Date

Drafting/IGI&S

CONSULTANTS

INCORPORATED May 1, 1955 Crowley Wade Milstead Inc.

Corporate License Missouri 000310

Structural Engineer

Mechanical / Electrical Engineer

CWM

CWM

G-101

LOCATION MAP & PHASING

PLANS

YWHG 15-0090

RENOVATE BUILDING

527 FOR POST OFFICE

AND A&FRC

3 May 2016

1/16" = 1'-0"2

PHASING PLAN OVER EXISTING FLOOR

PLAN

1/16" = 1'-0"3 PHASING PLAN OVER NEW FLOOR PLAN

No. Description Date

C DA

ALUMINUM FRAME

ALUMINUM DOORS

WITH SAFETY GLASS

HOLLOW METAL FRAME

HOLLOW METAL DOORS

HOLLOW METAL FRAME

HOLLOW METAL DOORS

DOOR LEGEND

E

HOLLOW METAL FRAME

HOLLOW METAL DOOR

B

HOLLOW METAL FRAME

SOLID CORE WOOD DOOR

DOOR 163 IS A PAIR OF

TYPE B DOORS.

2"

2"

7'

2"

7'

2"

2"

2"

7'

2"

FV

1'

2"

INSULATED GLAZING

7'

4"

2"

4"

F

HOLLOW METAL FRAME

HOLOW METAL DOOR

HOLLOW METAL TRANSOM

PANEL

FV

7'

2"

2"

G

HOLLOW METAL FRAME

SOLID CORE WOOD DOORS

WITH 8" X 32" METAL LITE KITS

1/4" TEMPERED GLASS

7'

2"

2"

H

MODULAR WALL FRAME

MODULAR WALL DOOR

8" 8"

2'

8" 8"

2"

ROOM FINISH SCHEDULE LEGEND

Walls P1 Paint - Wall Sherwin Williams Heron Plume SW 6070 P2 Paint - Wall Accent Sherwin Williams Perfect Greige SW 6073 P3 Paint - Door FramesSherwin Williams Spaulding Gray SW 6074 T2 Porcelain Tile 12x12 American Olean Bordeaux - Chameau BD02 Grout Tec Speciality Products

Flooring CT1 Carpet Tile Shaw Contract Group linage tile 59106 fuse 05761 Monolithic T1 3x3 American Olean Bordeaux - Marron BD03

Grout Tec Speciality Products SC Sealed Concrete

Wall Base RB1 Rubber Base Roppe 114 Lunar Dust T2 Porcelain Tile Use Wall Tile T2

Counter Tops / Sills SS1 Solid Surface Corian - Sandstone SS2 Solid Surface Corian - Canyon Casework PL1 Wilson Art 5th Ave Elm 7966k-12 (All Drawer Fronts and Doors) PL2 Wilson Art Slate Grey D91-60 (All upper and lower carcasses and fillers)

General AL Aluminum HM Hollow Metal WD Wood PT Paint ST Stain

Toilet Partitions Taupe 9096 by Accurate Partitions Corp. or equal.

1. PAINT ALL GYPSUM BOARD FIXED WALLS WITH PT1.

2. INSTALL RB1 RUBBER BASE ON ALL GYPSUM BOARD FIXED (NON-MOVABLE) WALLS.

3. ON WALLS DESIGNATED AS P1/T2, INSTALL WALL TILE TO 4'-6" A.F.F. AND PAINT ABOVE.

4. PAINT EXISTING DRYWALL CEILINGS.

Wood Stain Wood Stain for Doors Shall be Selected to Match the Pre-Fininshed Doors Provided With the Modular Walls.

Ceilings AC1 Acoustic Ceiling Tile Armstrong - Ultima 1941 Beveled Tegular AC2 Acoustic Ceiling Tile Armstrong - Ultima Health Zone 1935 Square Lay-in Acoustic Ceiling Grid Armstrong - Prelude 15/16" Exposed Tee GWB Gypsum Wall Board Sherwin Williams SW7007 Ceiling Bright White ES Exposed Structure

ROOM FINISH SCHEDULE REMARKS

SIGN LEGEND

Mark Room

Number

General Notes:

1. All signs to be centered 9" from adjacent door frame.

2. Mounting height to be 60" AFF to centerline.

3. All signage to meet ADA requirements.

4. Signage Face to be Sherwin Williams #SW6074, "Spaulding Gray"

5. Signage Text to be Sherwin Williams #SW6070 "Heron Plume"

Room Name

S158

Type Remarks

S1

Room Name Braille

WOMEN

Braille

S3

MEN

Braille

S2

8"

8" 8" 8"

S1 - CLASSROOM

S1 - CLASSROOM

S2 - MEN

S3 - WOMEN

ROOM NUMBER TO BE PROVIDED BY OWNER.

ROOM NUMBER TO BE PROVIDED BY OWNER.

S109 S1 - CLASSROOM ROOM NUMBER TO BE PROVIDED BY OWNER.

S108 S1 - CLASSROOM ROOM NUMBER TO BE PROVIDED BY OWNER.

S159

S160

S161

S1 - CLASSROOMS164 ROOM NUMBER TO BE PROVIDED BY OWNER.

INSULATED GLAZING

Whiteman Air Force Base

Missouri

Approved

SIGNATURE OFFICE

Commander

Base Civil Engineer Chief of Programming

User

Coordination Airfield Manager

Ground Safety

Communication/ Computers Bioenvironmental Engineer

Security Police

Security System

Fire Chief

Chief of Operations Construction Management Roofing Engineer Pavements Engineer Corrosion Engineer Protective Coatings Engr.

Contracting

Design Firm

Facility Number D.O. Number

Project Number

Project Title

Sheet Of

Sheet Title

Revision By/Date

Project Manager

Draftsman

Task Order Mngr.

Date

Drafting/IGI&S

CONSULTANTS

INCORPORATED May 1, 1955 Crowley Wade Milstead Inc.

Corporate License Missouri 000310

Structural Engineer

Mechanical / Electrical Engineer

CWM

CWM

A-001

SCHEDULES AND LEGENDS

YWHG 15-0090

RENOVATE BUILDING

527 FOR POST OFFICE

AND A&FRC

3 May 2016

DOOR SCHEDULE

Door

Number New or Existing

Type Mark

Door Frame Fire Rating

Hardwar e CommentsWidth Height Thickness Material Finish Material Finish

100A Existing 6' - 0" 7' - 0" 1 3/4" 02 100B Existing 6' - 0" 7' - 0" 1 3/4" 02 100C Existing 6' - 0" 7' - 0" 1 3/4" 02 101 Existing 6' - 0" 7' - 0" 1 3/4" 02 105 New E 3' - 0" 7' - 0" 1 3/4" HM PT HM PT 03 106 New B 3' - 0" 7' - 0" 1 3/4" WD ST HM PT 15 107 New B 3' - 0" 7' - 0" 1 3/4" WD ST HM PT 11 108A New B 3' - 0" 7' - 0" 1 3/4" WD ST HM PT 15 108B New B 3' - 0" 7' - 0" 1 3/4" WD ST HM PT 14 108C Existing 3' - 0" 7' - 0" 1 3/4" 02 109A New B 3' - 0" 7' - 0" 1 3/4" WD ST HM PT 15 109B New B 3' - 0" 7' - 0" 1 3/4" WD ST HM PT 14 115 New H 3' - 0" 7' - 0" 1 3/4" 07 116 New H 3' - 0" 7' - 0" 1 3/4" 07 117 New H 3' - 0" 7' - 0" 1 3/4" 07 118 New H 3' - 0" 7' - 0" 1 3/4" 07 119 New H 3' - 0" 7' - 0" 1 3/4" 07 120 New H 3' - 0" 7' - 0" 1 3/4" 07 121 New H 3' - 0" 7' - 0" 1 3/4" 07 122 New H 3' - 0" 7' - 0" 1 3/4" 07 123 New H 3' - 0" 7' - 0" 1 3/4" 15 124 New H 3' - 0" 7' - 0" 1 3/4" 07 125 New H 3' - 0" 7' - 0" 1 3/4" 07 126 New H 3' - 0" 7' - 0" 1 3/4" 07 127 New H 3' - 0" 7' - 0" 1 3/4" 07 128A New H 3' - 0" 7' - 0" 1 3/4" 15 128B New H 3' - 0" 7' - 0" 1 3/4" 15 129 New H 3' - 0" 7' - 0" 1 3/4" 07 130 New H 3' - 0" 7' - 0" 1 3/4" 07 131 New H 3' - 0" 7' - 0" 1 3/4" 07 132 New H 3' - 0" 7' - 0" 1 3/4" 07 133 New B 3' - 0" 7' - 0" 1 3/4" WD ST HM PT 12 134 New B 3' - 0" 7' - 0" 1 3/4" WD ST HM PT 07 135 New B 3' - 0" 7' - 0" 1 3/4" WD ST HM PT 15 136A Existing 3' - 0" 7' - 0" 1 3/4" PT PT 02 136B New C 6' - 0" 7' - 0" 1 3/4" HM PT HM PT 05 136C New C 6' - 0" 7' - 0" 1 3/4" HM PT HM PT 05 138 New B 3' - 0" 7' - 0" 1 3/4" WD ST HM PT 06 139 New B 3' - 0" 7' - 0" 1 3/4" WD ST HM PT 06 140 New B 3' - 0" 7' - 0" 1 3/4" WD ST HM PT 13 141 New D 6' - 0" 7' - 0" 1 3/4" HM PT HM PT 08 142 New C 6' - 0" 7' - 0" 1 3/4" HM PT HM PT 05 143A New B 3' - 0" 7' - 0" 1 3/4" WD ST HM PT 15 143B New B 3' - 0" 7' - 0" 1 3/4" WD ST HM PT 15 144 New A 6' - 0" 7' - 0" 1 3/4" AL/GL AN AL/GL AN 04 145 Existing 3' - 0" 7' - 0" 1 3/4" PT PT 02 145A New B 3' - 0" 7' - 0" 1 3/4" WD ST HM PT 15 146 New I 3' - 8" 7' - 0" 1 3/4" HM PT HM PT 09 147 New F 3' - 0" 7' - 0" 1 3/4" HM PT HM PT 09 148 New C 6' - 0" 7' - 0" 1 3/4" HM PT HM PT 08 149A New B 3' - 0" 7' - 0" 1 3/4" WD ST HM PT 15 149B Existing 3' - 0" 7' - 0" 1 3/4" PT PT 02 150 New H 3' - 0" 7' - 0" 1 3/4" 07 151 New H 3' - 0" 7' - 0" 1 3/4" 07 152 New H 3' - 0" 7' - 0" 1 3/4" 07 153 New B 3' - 0" 7' - 0" 1 3/4" WD ST HM PT 07 154 Existing 3' - 0" 7' - 0" 1 3/4" PT PT 02 155 New H 3' - 0" 7' - 0" 1 3/4" 07 156 New H 3' - 0" 7' - 0" 1 3/4" 07 157 New H 3' - 0" 7' - 0" 1 3/4" 07 158A New B 3' - 0" 7' - 0" 1 3/4" WD ST HM PT 15 158B New B 3' - 0" 7' - 0" 1 3/4" WD ST HM PT 12 162 New B 3' - 0" 7' - 0" 1 3/4" WD ST HM PT 10 163 New G 6' - 0" 7' - 0" 1 3/4" WD ST HM PT 01 164A New B 3' - 0" 7' - 0" 1 3/4" WD ST HM PT 12 164B New B 3' - 0" 7' - 0" 1 3/4" WD ST HM PT 12 165 New H 3' - 0" 7' - 0" 1 3/4" 15 166 New H 3' - 0" 7' - 0" 1 3/4" 07 167 New H 3' - 0" 7' - 0" 1 3/4" 07 168 Existing 6' - 0" 7' - 0" 1 3/4" 02 169 New B 3' - 0" 7' - 0" 1 3/4" WD ST HM PT 15 170 New H 3' - 0" 7' - 0" 1 3/4" 07 171 New H 3' - 0" 7' - 0" 1 3/4" 07 172 New E 3' - 0" 7' - 0" 1 3/4" HM PT HM PT 09

ROOM FINISH SCHEDULE

Number Name North South East West Base Finish Floor Finish

Ceiling Finish

Solid Surface Comments

100 Vestibule EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 4 101 Lobby P2 P1 - P1 RB1 CT1 AC1 102 Waiting P2 P1 - - RB1 CT1 AC1 103 Recep P2 P1 P1 - RB1 CT1 AC1 104 DRC Lib / Client Comp P1 P1 - P1 RB1 CT1 AC1 105 Corr P1 P1 P1 - RB1 CT1 AC1 106 Loan Locker P1 P1 P1 P1 RB1 CT1 AC1 107 E Stor P1 P1 P1 P1 RB1 CT1 AC1 108 Classroom P1 P1 P1 P1 RB1 CT1 AC1 109 Classroom P1 P1 P1 P1 RB1 CT1 AC1 110 Corridor P2 P1 P1 - RB1 CT1 AC1 111 Corridor P1 RB1 CT1 AC1 1, 2 112 Corr CT1 AC1 113 Corridor CT1 AC1 114 Corr CT1 AC1 115 Director P1 P1 RB1 CT1 AC1 1, 2

116 MFLC P1 RB1 CT1 AC1 1, 2

117 Relo Asst P1 RB1 CT1 AC1 1, 2 118 Relo Mgr P1 RB1 CT1 AC1 1, 2

119 EFMP P1 P1 RB1 CT1 AC1 1, 2

120 Tap Data P1 RB1 CT1 AC1 1, 2 121 Tap Mgr P1 RB1 CT1 AC1 1, 2

122 FLE/CFP M P1 RB1 CT1 AC1 1, 2

123 Storage P1 P1 RB1 CT1 AC1 1, 2 124 Super P1 RB1 CT1 AC1 1, 2

125 RNCO P1 RB1 CT1 AC1 1, 2

126 RNCO P1 P1 RB1 CT1 AC1 1, 2

127 VA Ed CT1 AC1 128 Copy/Storage CT1 AC1 129 Conference CT1 AC1 130 VA Ben CT1 AC1

131 FLE/CFP A CT1 AC1

132 Tap Asst CT1 AC1 133 BPO Workroom P1 P1 P1 P1 RB1 SC AC1 134 BPO Office P1 P1 P1 P1 RB1 SC AC1 135 Storage P1 P1 P1 P1 RB1 SC AC1 136 Base Distrib P1 P1 P1 P1 RB1 SC ES 137 Pkg Hold Area P1 P1 P1 - RB1 SC ES 138 Men P1 P1 P1 P1 RB1 SC AC2 139 Women P1 P1 P1 P1 RB1 SC AC2 140 Break P1 P1 P1 P1 RB1 SC AC1 141 Receiving P1 P1 P1 P1 RB1 SC ES 142 USPS Workroom P1 P1 P1 P1 RB1 SC ES

143 USPS CS P1 P1 P1 P1 RB1 SC AC1

144 PO Lobby P1 P1 P1 P1 RB1 SC AC1 145 Mech P1 P1 P1 P1 RB1 SC ES 146 Elec P1 P1 P1 P1 RB1 SC ES 147 Comm P1 P1 P1 P1 RB1 SC ES 148 Mechanical P1 P1 P1 P1 RB1 SC ES 149 Storage P1 P1 P1 P1 RB1 SC ES

150 CSC P1 P1 RB1 CT1 AC1 1, 2

151 442 Ad P1 RB1 CT1 AC1 1, 2 152 Client Wk Space P1 RB1 CT1 AC1 1, 2

153 DPH P1 P1 P1 P1 RB1 CT1 AC1

154 Corridor P1 P1 P1 P1 RB1 CT1 AC1 1, 2 155 SVC Fit P1 RB1 CT1 AC1 1, 2 156 SVC Supp P1 RB1 CT1 AC1 1, 2 157 Fam Read P1 P1 RB1 CT1 AC1 1, 2 158 Classroom P1 P1 P1 P1 RB1 CT1 AC1 159 Kitchen/Break P1 P2 P1 P1 RB1 T1 AC1 SS1 160 Men T2 P1/T2 P1/T2 P1/T2 RB1 T1 AC2 SS1 3 161 Women P1/T2 T2 P1/T2 P1/T2 RB1 T1 AC2 SS1 3 162 Jan P1 P1 P1 P1 RB1 SC AC2 163 Corridor P1 P1 P1 P2 RB1 CT1 AC1 164 Classroom P1 P1 P1 P1 RB1 CT1 AC1 165 Storage P1 P1 P1 RB1 CT1 AC1 1, 2

166 SARC 509 P1 P1 RB1 CT1 AC1 1, 2

167 Ft Viv Adv P1 RB1 CT1 AC1 1, 2 168 Admin P1 RB1 CT1 AC1 1, 2 169 Corr P1 P1 RB1 CT1 AC1 1, 2

170 SARC 131 P1 P1 RB1 CT1 AC1 1, 2

171 Vic Space P1 P1 RB1 CT1 AC1 1, 2 172 Fire Sprinkler P1 P1 P1 P1 RB1 SC ES

1 2 3 4 5 6

A

B

C

D

9'

8"

162' - 0"

92' - 2" 19' - 9" 50' - 1"

1 10

2 22

15 22

5 5

5 5 5 5 5 5

• DO NOT SCALE THESE DRAWINGS.

• FIELD VERIFY ALL QUANTITIES AND CONDITIONS.

• DEMOLITION PLANS ARE INTENDED TO DEPICT A SCOPE AND SCHEMATIC

LOCATION OF DEMOLITION WORK. ACTUAL DEMOLITION SHALL BE

ACCOMPLISHED AS REQUIRED AND IN COORDINATION WITH NEW

CONSTRUCTION WORK.

• ALL DEMOLITION WORK SHALL BE DONE IN A SAFE MANNER AND IN

STRICT ACCORDANCE WITH OSHA REGULATIONS.

• CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UTILITY LINES WITHIN

WORK AREAS AND PROTECT THE SAME AS REQUIRED TO MAINTAIN THEM

IN GOOD OPERATING CONDITION.

• AT EXISTING PLUMBING AND ELECTRICAL FIXTURES TO BE REMOVED

AND NOT REPLACED, TERMINATE EXISTING PLUMBING AND ELECTRICAL

RUNS BEHIND FINISHED SURFACE IN ACCORDANCE WITH LOCAL CODES.

• UNLESS NOTED OR SPECIFIED OTHERWISE, ALL ITEMS NOTED TO BE

REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND

SHALL BE REMOVED FROM THE PROJECT SITE.

• UNLESS OTHERWISE NOTED, THE OWNER SHALL REMOVE ALL ITEMS

THEY DESIRE TO SALVAGE PRIOR TO COMMENCEMENT OF DEMOLITION.

CONTRACTOR SHALL VERIFY THAT THIS HASBEEN DONE PRIOR TO

COMMENCEMENT OF DEMOLITION OPERATIONS.

• AT REMOVAL OF WALLS (OR PORTIONS THEREOF), GRIND OR CHIP SLAB

AND WALL AREAS SMOOTH AS REQUIRED; TERMINATE ANY PROTRUDING

ITEMS; PATCH ANY HOLES AND MAKE AREAS READY TO RECEIVE

NEW WORK.

• WHERE ITEMS ARE SHOWN TO BE REMOVED, CARE SHALL BE TAKEN TO

PROTECT THE ADJACENT ITEMS SCHEDULED TO REMAIN. SAW-CUT

EXISTING CONCRETE FLOOR SLAB AND/OR CORE DRILL EXISTING

CONCRETE/MASONRY WALL(S) AS REQUIRED TO INSTALL NEW

CONSTRUCTION.

• PATCH EXISTING SLAB CONSTRUCTION TO MATCH ADJACENT

CONDITIONS.

• IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE

DEMOLITION OF THE EXISTING WITH THE MECHANICAL, ELECTRICAL,

AND PLUMBING DOCUMENTS. REFER TO MECH. AND ELEC. DWGS. FOR

DEMOLITION WORK REQUIRED BY THESE TRADES.

• UNLESS NOTED OR SPECIFIED OTHERWISE, ALL EXISTING HVAC

SYSTEMS ARE TO BE REMOVED IN THEIR ENTIRETY. THIS INCLUDES, BUT

IS NOT LIMITED TO, ROOFTOP EQUIPMENT, FAN COILS, DUCTWORK,

PIPING, CONTROLS, WIRING, DIFFUSERS, GRILLES, EXHAUST FANS, ETC.

RE: MEP FOR ADDITIONAL INFORMATION.

• EXISTING FINISHES (FLOORING, WALL BASE, WALL FINISHES, ETC.)

ARE TO BE REMOVED. REPAIR OR REPLACE SUBSTRATE AS NECESSARY

TO RECEIVE NEW FINISHES.

• WHERE A PORTION(S) OF AN EXISTING WALL IS INDICATED TO BE

REMOVED, BRACE AND OTHERWISE SHORE-UP EXISTING

CONSTRUCTION, AS NECESSARY, UNTIL NEW SUPPORTS ARE IN PLACE.

DEMOLITION GENERAL NOTES

1. MASONRY WALL TO REMAIN. REMOVE ALL ATTACHMENTS.

2. STEEL COLUMN TO REMAIN. REMOVE ALL ATTACHMENTS.

3. REMOVE WOOD/METAL STUDWALL COMPLETE INCLUDING ALL

DOORS, FRAMES AND COMPONENTS IN AND ON THE WALL.

4. REMOVE FURRING ON EXISTING WALL TO REMAIN INCLUDING ALL

COMPONENTS IN AND ON THE FURRING AMD THE UNDERLYING WALL.

5. REMOVE ALL FLOOR FINISHES AND ACOUSTICAL/DRYWALL CEILINGS

INCLUDING ALL BASE, FIXTURES, DEVICES, WIRING, ETC.

6. REMOVE THE PLASTER/DRYWALL CEILING INCLUDING ALL FIXTURES,

DEVICES, WIRING ETC.

7. REMOVE ALL FIXTURES, DEVICES, WIRING, ETC. ON EXISTING WALL

TO REMAIN.

8. REMOVE COILING DOOR AND PREPARE FOR NEW DOORS.

9. REMOVE ALUMINUM AND GLASS STOREFRONT SYSTEM AND INFILL

WALL. REPARE OPENING FOR NEW WALL INFILL.

10.REMOVE PORTION OF WALL FOR NEW OPENING. REFER TO NEW

WORK FOR STRUCTURAL AND ARCHITECTURAL REQUIREMENTS.

11.REMOVE DOOR/FRAME AND INFILL WALL.

12.REMOVE ALL CABINETS, COUNTERS, EQUIPMENT, FIRE

EXTINGUISHER CABINET, FIXTURES, SOFFITS, ELECTRICAL AND

PLUMBING COMPLETE.

13.REMOVE THE WINDOW AND MASONRY BELOW. PREPARE FOR NEW

DOOR.

14.REMOVE ALL PLUMBING, ELECTRICAL, FIXTURES, PARTITIONS,

ACCESSORIES, MIRROR, MOP SINK, SHELVES, ETC. COMPLETE

15.REMOVE ACCORDIAN DOORS AND SUPPORT SYSTEMS.

16.LEAVE 16", MINIMUM OF ONE FULL CMU COURSE BETWEEN EXISTING

OPENING AND NEW OPENING.

17.EXISTING DRYWALL CEILING TO REMAIN. REPAIR AND PATCH AFTER

EXISTING LIGHTING AND HVAC COMPONENTS HAVE BEEN REMOVED.

PAINT.

18.EXISTING ATRIUM ROOF TO REMAIN. PROTECT.

19.SAWCUT AND REMOVE PORTIONS OF EXISTING FLOOR SLAB

SUFFICIENT TO INSTALL NEW FLOOR ELECTRICAL AND DATA

OUTLETS. RE: MEP. REPAIR AND PATCH CONCRETE FLOOR SLAB AS

REQUIRED.

20.SAW CUT AND REMOVE EXISTING CONCRETE LANDING, STEPS,

PORTIONS OF ADJACENT SIDEWALKS AND WOOD RAMP. RE: SITE

PLANS.

21.EXISTING FIRE SPRINKLER RISER TO REMAIN. PROTECT. RE: MEP.

DEMOLITION PLAN NOTES

1 NOTE DESIGNATION

Whiteman Air Force Base

Missouri

Approved

SIGNATURE OFFICE

Commander

Base Civil Engineer Chief of Programming

User

Coordination Airfield Manager

Ground Safety

Communication/ Computers Bioenvironmental Engineer

Security Police

Security System

Fire Chief

Chief of Operations Construction Management Roofing Engineer Pavements Engineer Corrosion Engineer Protective Coatings Engr.

Contracting

Design Firm

Facility Number D.O. Number

Project Number

Project Title

Sheet Of

Sheet Title

Revision By/Date

Project Manager

Draftsman

Task Order Mngr.

Date

Drafting/IGI&S

CONSULTANTS

INCORPORATED May 1, 1955 Crowley Wade Milstead Inc.

Corporate License Missouri 000310

Structural Engineer

Mechanical / Electrical Engineer

CWM

CWM

A-101

DEMOLITION FLOOR PLAN

YWHG 15-0090

RENOVATE BUILDING

527 FOR POST OFFICE

AND A&FRC

3 May 2016

1/8" = 1'-0"1 DEMOLITION FLOOR PLAN

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

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

DN

A

B

C

D

PO Lobby

USPS CS

Men

USPS

Workroom

Receiving

Base Distrib

Pkg Hold Area

Storage

FLE/CFP M

Tap Mgr

Tap Data

EFMP

Relo Mgr

Relo Asst

MFLC

Conference

Tap Asst

FLE/CFP A

VA Ben

VA Ed

Copy/Storage

Classroom

Classroom

DRC Lib / Client Comp

Loan Locker

Recep

Lobby 101 Waiting

Ft Viv Adv

SARC 131

170Vic Space

SARC 509

166 Storage

Classroom

Admin

Classroom

DPH

SVC Supp

Fam Read

Mechanical

Vestibule

Comm

Elec

Mech

CSC

442 Ad

Kitchen/Break

Jan

Corr

Client Wk Space

Corr

Corridor

Men

Women

Women

Break

Corridor

Super

RNCO

RNCO

BPO Office

Storage

BPO

Workroom

Director

SVC Fit

Storage

E Stor

Corridor

Corridor

Corr

Corridor

Corr

4 1/4" 24' - 4 3/4" 4' - 4" 24' - 11 3/4" 55' - 1 1/8" 2 1/2" 2 1/2" 48' - 9 1/2"

8'

1/

8" 8'

3/ 4"

0"

9'

4" 8'

4'

0"

1'

4"

1/

2"

3/

4"

/2

1/

4"

1/

4"

/4

/4

/4

4 1/4" 41' - 2 1/4" 25' - 7 7/8" 22' - 6 5/8"

4 1/4" 32' - 4 1/4" 9' - 2 7/8"

1/

2" 5'

3/ 8"

4'

7/

8"

/8

/2

0"

1/

4"

4' - 5 1/2"

/8

/8

MO

6' - 0" 4" 5'

3/ 8"

1/

4"

6'

4" 3'

8"

A-301

5'

0" 10

/4

/4

/8

10' - 7" 4' - 9" 10' - 1 1/2" 2 1/2"

1/

2"

/8

1/

4" 4'

1/ 8"

/4

4'

/4

/4

13' - 3" 6' - 3" 12' - 10 1/4" 2' - 5 1/2"

6' - 4 1/2"

7'

3/

4"

1/

4" 5'

6"

/4

31' - 3 3/4" 16' - 0" 6' - 4 3/4"

13' - 11 5/8" 10' - 4" 10' - 4" 10' - 4" 10' - 1 1/2"

10' - 3 5/8" 4' - 4" 12' - 10" 13' - 2" 4' - 4"

/2

/4

/2

/4

4'

8'

8"

/4

/4

5'

6"

17' - 0" 9' - 0"

/2

A-301

26' - 9 1/2" 21' - 7 3/4" 4 1/4"

14' - 4 5/8" 12' - 4 7/8" 16' - 7 1/8"

5' - 4 7/8"

1/ 8"

5'

3/

4" 8'

1/ 4"

9'

3/

4"

24' - 3 3/8" 10' - 6 3/8"

B2

A1

A1 C2

C2

B1 B1 B1

B1

B1

B1

B1

B1B1

B1

B1

B1

B1

B1

B1

B1

B1B1

D1

B1

D1

D1

D1

D1

D1

D1

D1 B1

B1

B1

B1

B2

D1

D1

D1

D1

D1

D1

B1

D1

D1 D1

D1 D1 D1D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

B1

B1 B2

A3

B1 B1

B1

B1

B1

A1

B1

A1

A1

B1

B1

164B

100C

131132

124130

122121120119

128A

15' - 0"

4'

6"

9' - 11" 4' - 0"

Fire Sprinkler

C3

C1 C1

C3

C3

C3

C3

C3C3

C3

C1

C1 C1

C1

C1

C1

C1

C1

C1

C1

C1C3

C3

136A

136B

138 140

136C

143A

143B

A-301

158B

149A

158A

164A

171 170

108A 109A

109B108B

EXISTING CONCRETE

SIDEWALK

NEW CONCRETE WALK.

RE: SITE PLANS

A-104108C

100A

100B

128B

1/

4"

/8

1'

1/ 2"

A-201

A-104

A-104

A-104

149B

B1

B1

C3

A-104

1'

8"

3'

0"

Min.

1' - 4"

M.O.

6' - 0"C3

C3

SIGN S160

SIGN S161

SIGN S159

SIGN S164

SIGN S164

SIGN S158

SIGN S158

SIGN S109SIGN S108

SIGN S109SIGN S108

7' - 0" 5' - 2"

1'

6"

4' - 0"

5'

8"

4"

1516 15 16

A-104

D1

A1

5' - 4"

145A

B1

18 19

C3

EXISTING PAD MOUNTED

ELECTRICAL TRANSFORMER

PROVIDE 6" (MIN.)THICK

CONCRETE PAD FOR

NEW AIR-COOLED

CHILLER. RE: MEP.

EXISTING CONCRETE

SIDEWALK

22' - 0"

BACK OF EXISTING CURB.

SEE SITE PLANS.

EXISTING PATIO

AND ENCLOSURE

A101

SIM

A101

SIM

1i

1t

Wall Type

Window Type

Door Type

Detail Callout

Section Callout

North Arrow

Revision Cloud and Revision Number

Section Number Sheet

Detail Number Sheet

Floor Plan Symbols

Room name

Room Name

Room Number

1i Storefront Type

THESE NOTES APPLY ONLY TO SHEET A-102.

NOTE DESIGNATION

1. VENDING MACHINES BY OWNER, TYPICAL.

COORDINATE WITH OWNER.

2. FLOOR STANDING REFRIGERATOR BY WAFB.

COORDINATE WITH WAFB.

3. UNDER COUNTER REFRIGERATOR BY WAFB.

COORDINATE WITH WAFB.

4. TYPE 2-A/10-BC FIRE EXTINGUISHER. MOUNT

WITH TOP @ 5' - 0" ABOVE FLOOR.

5. SEMI-RECESSED FIRE EXTINGUISHER CABINET

WITH 2-A/10-BC FIRE EXTINGUISHER.

6. ADA COMPLIANT WALL HUNG WATER FOUNTAIN.

RE: MEP DRAWINGS.

7. EXISTING STEEL COLUMN. PREP FOR SMOOTH

FINISH AND PAINT. RE: 10 ON A-104 FOR TYPICAL

WALL TERMINATIONS AT THE COLUMN.

8. DELUGE SHOWER. RE: MEP DRAWINGS.

9. MOP SINK. RE: MEP DRAWINGS.

10. X-RAY MACHINE BY BASE POST OFFICE.

COORDINATE EXACT LOCATION WITH BASE POST

OFFICE REPRESENTATIVE. RE: MEP.

11. LEAVE 16", MINIMUM OF ONE FULL CMU COURSE

BETWEEN EXISTING OPENING AND NEW

OPENING.

12. INSTALL ACOUSTICAL SEALANT ON BOTH SIDES

OF WALL AT ALL PENETRATIONS.

13. TRANSACTION TOP AND ROLLING COUNTER

DOOR. RE: ELEVATION 9/A-301.

14. P.O. BOXES AT USPS SPACE TO BE SUPPLIED

AND INSTALLED BY OTHERS. CONTRACTOR TO

VERIFY SIZE OF OPENING REQUIRED WITH USPS

TENANT, PRIOR TO CONSTRUCTION OF

ADJACENT WALLS.

15. FLOOR SUPPORTED OPERABLE PARTITION.

HEIGHT TO MATCH CEILING HEIGHT.

16. OPERABLE PARTITION STACKING SPACE.

17. INFILL OPENING IN EXISTING WALL WITH CMU.

MATCH EXISTING WALL CONSTRUCTION,

THICKNESS, ETC.

18. INFILL OPENING IN EXISTING WALL WITH CMU

AND BRICK. MATCH EXISTING BRICK COLOR,

WALL CONSTRUCTION, THICKNESS, ETC.

19. INFILL REMAINING PORTION OF OPENING IN

EXISTING WALL WITH CMU AND BRICK. MATCH

EXISTING BRICK COLOR, WALL CONSTRUCTION,

THICKNESS, ETC.

20. EXISTING SPRINKLER RISER. PROTECT. RE:

MEP.

21. NEW CONC. LANDING, STAIRS, RAMP AND

SIDEWALKS. RE: SITE PLANS.

22. EXTERIOR PORTION OF EXISTING EXHAUST FAN

TO REMAIN. FILL DUCT WITH INSULATION AND

PROVIDE CAP ON INTERIOR SIDE. PAINT.

Floor Plan Notes

WALL TYPES

TYPE DESCRIPTION

1. ALL DIMENSIONS OF NEW WALLS ARE TO FINISH FACE UNLESS

NOTED/SHOWN OTHERWISE

2. PROVIDE BRACING ABOVE CEILING AT ALL WALLS AS REQUIRED.

3. PROVIDE BLOCKING IN ALL WALLS THAT HAVE CASEWORK,

ACCESSORIES AND/ OR EQUIPMENT MOUNTED TO THEM.

4. PROVIDE TILE BACKER BOARD AT ALL WALLS SCHEDULED TO

RECEIVE CERAMIC WALL TILE.

A1

• 3 5/8" 20 ga Metal Stud Framing at 16" O.C.

• Sound attenuation batt

• 5/8" gyp bd. ea face

• Wall height 6" Above Finish Ceiling

7/

8"

C1

D1

• 3 5/8" 20 ga Metal Stud Framing at 16" O.C.

• Sound attenuation batt

• 5/8" gyp. bd one face

• Wall height 6" Above Finish Ceiling

• Place semi-rigid fiberglass insulation on

CMU above studwall to deck above.

New Modular Wall

• Re: Specs.

• 4" thick maximum

• Wall to extend to acoustical ceiling.

• 3 5/8" 20 ga Metal Stud Framing at 16" O.C.

• Sound attenuation batt

• 5/8" gyp bd. ea face

• Sound Caulk Top/Bottom and Openings.

• Extend wall construction to bottom of Deck

B1

7/

8"

B2

1/

4"

• 3 5/8" 20 ga Metal Stud Framing at 16" O.C.

• Sound attenuation batt

• 5/8" gyp bd. ea face

• 5/8" Tile Backer Board and Wall Tile

Wainscot Up 4'-6" on Toilet Side.

• Sound Caulk Top/Bottom and Openings.

• Extend wall construction to bottom of Deck

C3 • 1 5/8" 20 ga Metal Stud Framing at 16" O.C.

• 5/8" gyp bd. one face

• Wall height 6" Above Finish Ceiling2

1/ 4"

4"

• 3 5/8" 20 ga Metal Stud Framing at 16" O.C.

• Sound attenuation batt

• 5/8" gyp bd. ea face above Wainscot

• 5/8" Tile Backer Board and Wall Tile

Wainscot Up 4'-6" both Sides.

• Wall height 6" Above Finish Ceiling

A2

5/

8"

C2 • 3 5/8" 20 ga Metal Stud Framing at 16" O.C.

• Sound attenuation batt

• 5/8" Tile Backer Board and Wall Tile Full

Height.

• Wall height 6" Above Finish Ceiling

5/

8"

A3

1/

4"

• 6" 20 ga Metal Stud Framing at 16" O.C.

• 5/8" gyp bd. ea face

• Wall height 6" Above Finish Ceiling

GENERAL WALL TYPE NOTES:

1/8" = 1'-0"1 FLOOR PLAN

Whiteman Air Force Base

Missouri

Approved

SIGNATURE OFFICE

Commander

Base Civil Engineer Chief of Programming

User

Coordination Airfield Manager

Ground Safety

Communication/ Computers Bioenvironmental Engineer

Security Police

Security System

Fire Chief

Chief of Operations Construction Management Roofing Engineer Pavements Engineer Corrosion Engineer Protective Coatings Engr.

Contracting

Design Firm

Facility Number D.O. Number

Project Number

Project Title

Sheet Of

Sheet Title

Revision By/Date

Project Manager

Draftsman

Task Order Mngr.

Date

Drafting/IGI&S

CONSULTANTS

INCORPORATED May 1, 1955 Crowley Wade Milstead Inc.

Corporate License Missouri 000310

Structural Engineer

Mechanical / Electrical Engineer

CWM

CWM

A-102

FLOOR PLAN

YWHG 15-0090

RENOVATE BUILDING

527 FOR POST OFFICE

AND A&FRC

3 May 2016

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

B

C

D

Base Distrib

Pkg Hold Area

USPS

Workroom

Receiving

Fire Sprinkler

Mech

Elec

Comm

Mechanical

INSTALL 3 1/2" UNFACED

BATT INSULATION ABOVE

ALL CLASSROOM CEILINGS.

INSTALL 3 1/2" UNFACED

BATT INSULATION ABOVE

ALL CLASSROOM CEILINGS.

FLOOR SUPPORTED

OPERABLE PARTITION SYSTEM

RE: SPECS AND 8/A-104.

FLOOR SUPPORTED

OPERABLE PARTITION SYSTEM

RE: SPECS AND 8/A-104.

A.F.F.

2' x 2' ACT

9' - 0"

A.F.F.

2' x 2' ACT

9' - 0"

A.F.F.

2' x 2' ACT

11' - 0"

A.F.F.

2' x 2' ACT

9' - 0" A.F.F.

2' x 2' ACT 9' - 0"

A.

F.

F.

2' x

' A C

T 9'

0"

A.F.F.

2' x 2' ACT

12' - 0"A.F.F.

2' x 2' ACT

12' - 0"

A.F.F.

2' x 2' ACT

9' - 0" A.F.F.

2' x 2' ACT 9' - 0"

A.F.F.

2' x 2' ACT

9' - 0"

A.F.F.

2' x 2' ACT

9' - 0"

A.F.F.

2' x 2' ACT

9' - 0"

A.F.F.

2' x 2' ACT

9' - 0" A.F.F.

2' x 2' ACT 9' - 0"

A.F.F.

2' x 2' ACT

9' - 0"

A.F.F.

2' x 2' ACT

9' - 0"

A.F.F.

2' x 2' ACT

12' - 0"

A.F.F.

2' x 2' ACT

12' - 0"

A.F.F.

2' x 2' ACT

9' - 0"

ACOUSTICAL CEILING TO BE

INSTALLED CONTINUOUS

OVER MODULAR WALLS

MODULAR WALL UP TO

BOTTOM OF CEILING. TYP.

ACOUSTICAL CEILING TO BE

INSTALLED CONTINUOUS

OVER MODULAR WALLS

Storage

Classroom

Classroom

Classroom

Classroom

DRC Lib / Client Comp

Corr 105 Loan Locker

E Stor

Lobby

Waiting

Recep

Corridor

Women

Men

Kitchen/Break

Classroom

Corridor

Corridor

A.F.F.

2' x 2' ACT

9' - 0"

MODULAR WALL UP TO

BOTTOM OF CEILING. TYP.

A.F.F.

2' x 2' MR ACT

9' - 0"

A.F.F.

2' x 2' MR ACT

9' - 0"

A.F.F.

2' x 2' MR ACT

9' - 0"

MODULAR WALL UP

TO BOTTOM OF

CEILING. TYP.

ACOUSTICAL CEILING TO BE

INSTALLED CONTINUOUS

OVER MODULAR WALLS

PO Lobby

BPO

Workroom

BPO Office

Storage

FLE/CFP M

Tap Mgr

Tap Data

EFMP

Storage

Copy/Storage

VA Ed

RNCO

126Corridor

Corr

Corridor

Tap Asst

FLE/CFP A

Conference

VA Ben

Director

MFLC

Relo Asst

C or rid or

CSC

442 Ad

SVC Supp

Fam Read

Client Wk Space

Corridor

DPH

SVC Fit

Classroom

Classroom

SARC 509

166 Storage

Ft Viv Adv

Corr

Corr

Vic Space

SARC 131

Admin

Vestibule

Corr

USPS CS

Break 140Women

Men

Jan

DRYWALL CEILING AT

+/- 8' A.F.F. REPAIR AND

PATCH AFTER DEMOLITION

AND NEW LIGHTING

INSTALLATION. PAINT.

DRYWALL CEILING AT

+/- 8' A.F.F. REPAIR AND

PATCH AFTER DEMOLITION

AND NEW LIGHTING

INSTALLATION. PAINT.

UNDERSIDE OF

ATRIUM ROOF.

PROTECT.

HANGER ROD CANOPY

CEILING PLAN SYMBOLS

2'x2' SUSPENDED

ACOUSTIC CEILING

2x4 RECESSED LIGHT

RECESSED CAN LIGHT

EXHAUST FAN

RETURN AIR GRILLE

SUPPLY AIR DIFFUSER

EXISTING OR METAL

STUD/GYPSUM BOARD

WALL TYPE

MODULAR WALL TYPE

FROM FLOOR TO

UNDERSIDE OF CEILING

SURFACE MOUNTED OR

SUSPENDED LIGHT

DECORATIVRE SURFACE

MOUNTED OR SUSPENDED LIGHT

Whiteman Air Force Base

Missouri

Approved

SIGNATURE OFFICE

Commander

Base Civil Engineer Chief of Programming

User

Coordination Airfield Manager

Ground Safety

Communication/ Computers Bioenvironmental Engineer

Security Police

Security System

Fire Chief

Chief of Operations Construction Management Roofing Engineer Pavements Engineer Corrosion Engineer Protective Coatings Engr.

Contracting

Design Firm

Facility Number D.O. Number

Project Number

Project Title

Sheet Of

Sheet Title

Revision By/Date

Project Manager

Draftsman

Task Order Mngr.

Date

Drafting/IGI&S

CONSULTANTS

INCORPORATED May 1, 1955 Crowley Wade Milstead Inc.

Corporate License Missouri 000310

Structural Engineer

Mechanical / Electrical Engineer

CWM

CWM

A-103

REFLECTED CEILING PLAN

YWHG 15-0090

RENOVATE BUILDING

527 FOR POST OFFICE

AND A&FRC

3 May 2016

1/8" = 1'-0"1 REFLECTED CEILING PLAN

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

B

C

D

A-104

EXISTING RTU TO BE

REMOVED. PROVIDE

NEW WATER RESISTANT

CAP. RE: MEP

EXISTING RTU TO BE

REPLACED WITH

NEW AHU. RE: MEP

& STRUCTURAL.

EXISTING ROOF HATCH

HANGER ROD

CANOPY

EXISTING RTU TO BE

REMOVED. PROVIDE

NEW WATER RESISTANT

CAP. RE: MEP

NEW PLUMBING

VTR. RE: MEP

NEW RF

RE: MEP

NEW EXHAUST

FANS. RE: MEP

NEW PLUMBING

VTR. RE: MEP

NEW BOILER

INTAKES AND

EXHAUSTS.

RE: MEP

NEW DUCT

PENETRATION

RE: MEP

WATER HEATER

INTAKE/FLUE

RE: MEP

NEW RESTROOM

EXHAUST.

RE: MEP

MIN

2' - 6"

MIN

2' - 6"

GUARD RAIL AT NEW

RTU. MOUNT TO

OUTSIDE FACE OF

WALL. RE: SOUTH

ELEVATION, 2/A-201.

B

TOP EXISTING

MASONRY

17' - 2"

B Y

'-9

" W

ID

E

F.

V

2'

9"

EXISTING CLERESTORY

WINDOW OR LOUVER TO

REMAIN.

SEMI-RIGID R-13

FIBERGLASS INSULATION.

FIT SNUG TO OPENINGS.

ADHESIVE MOUNTED

IMPAILING ANCHOR AS

REQUIRED.

DETAIL ABOVE IS TYPICAL AT NINE (9) LOCATIONS AT SOUTH WALL OF CLERESTORY

EXISTING WALL

CONSTRUCTION TO

REMAIN

STEEL LINTEL

RE: STRUCTURAL

HOLLOW METAL

FRAME. FILL

WITH GROUT

WALL TYPE E1 AT DOOR

105. N/A AT DOOR 172

HOLLOW METAL DOOR

FLASHING

SHIM, BACK AND

CAULK ALL AROUND

AND EACH SIDE

SEMI-RIGID FIBERGLASS

INSULATION FROM TOP OF

NEW STUDWALL TO DECK.

ADHESIVE MOUNTED

IMPAILING ANCHOR

3 5/8'" METAL STUD WITH R-

13 INSUL. AND 5/8" GYP. BD.

ALUM. AND GLASS

STOREFRONT SYSTEM WITH

RECEIVER.

THROUGH WALL FLASHING

STEEL BEAM AND PLATE.

RE: STRUCTURAL

EXISTING BRICK TOOTH-IN

AS REQ'D.

EXISTING WALL

CONSTRUCTION TO

REMAIN

EXISTING BOND BEAM AND

BRICK ANGLE TO REMAIN

HOLLOW METAL FRAME.

FILL WITH GROUT

HOLLOW METAL TRANSOM PANEL

EXISTING MEMBRANE

FLASHING

SHIM, BACK AND CAULK ALL

AROUND AND EACH SIDE

METAL TRANSOM PANEL STOPS

FINISH FLR

0"

EXISTING WALL

CONSTRUCTION

TO REMAIN

STEEL LINTEL

RE: STRUCTURAL

HOLLOW METAL FRAME.

FILL WITH GROUT

HOLLOW METAL DOOR

SHIM, BACK AND CAULK

ALL AROUND AND EACH SIDE

NEW CMU RE:

STRUCTURAL

NEW BRICK VENEER

MATCH EXISTING

7'

3/

4" F

. V

8'

3/

8" F

. V

1/2" ALL THREAD TO

OVERHEAD SUPPORT.

RE: STRUCTURAL

2-2X8 CONTINUOUS

COUNTERSINK 2X8 FOR

NUT 3/4" MAXIMUM.

STEEL TRACK AND 4

WHEEL BALLBEARING

TROLLEYS

DROP PREPAINTED

SOFFIT TRIM.

SUPENDED ACOUSTICAL

CEILING.

FINISH FLR

0"

FV8'

3/

8"

EXISTING 8" X 8" BOND

BEAM. FIELD VERIFY

SIZE AND LOCATION.

EXISTING 8" CMU.

FIELD VERIFY

NEW SUSPENDED

ACOUSICAL CEILING.

1/5/8" STUDS WITH 5/8"

GYP. BOD. ALL SIDES

7'

6"

STEEL LINTEL

RE STRUCTURAL

EXISTING 12" CMU WALL

STEEL BEAM LINTEL RE:

STRUCTURAL

BOTTOM OF OPENING = NEAREST

FULL COURSE TO 8'-0" MIN.

WALL TYPE PER

SCHEDULE

1/4" CAULK JOINT

GYPSUM BOARD L

TRIM. FINISH TO A

UNIFORM STRAIGHT

LINE

EXISTING STEEL

COLUMN. PREPARE

AND PAINT TO A

SMOOTH CONDITION.

• THE EXISTING ROOF FOR THIS BUILDING IS A

FIRESTONE TPO MEMBRANE ROOFING SYSTEM

INSTALLED IN 2014.

• WARRANTY NO. IS RO070666 FOR TWENTY (20)

YEARS BEGINNING ON OCT. 10, 2014.

• ANY AND WALL WORK DONE ON THE ROOF AS PART

OF THIS PROJECT MUST BE PERFORMED IN SUCH A

MANNER SO AS TO NOT INVALIDATE THE ABOVE

REFERENCED WARRANTY.

• THE INSTALLATION CONTRACTOR FOR THE

EXISTING ROOF IS MIDWEST ROOFING LLC (13798).

• FIELD VERIFY ALL QUANTITIES AND CONDITIONS.

• ALL ROOF WORK SHALL BE DONE IN A SAFE

MANNER AND IN STRICT ACCORDANCE WITH OSHA

REGULATIONS.

• ROOF EQUIPMENT AND PENETRATIONS SHOWN ON

THE ROOF PLAN ON THIS SHEET IS FOR

REFERENCE, ONLY. COORDINATE ACTUAL

QUANTITIES AND LOCATIONS WITH MEP PLANS.

• ALL EXISTING ROOF PENETRATIONS INDICATED TO

BE ABANDONED SHALL BE CAPPED IN A WEATHER

TIGHT MANNER.

GENERAL ROOFING NOTES

Whiteman Air Force Base

Missouri

Approved

SIGNATURE OFFICE

Commander

Base Civil Engineer Chief of Programming

User

Coordination Airfield Manager

Ground Safety

Communication/ Computers Bioenvironmental Engineer

Security Police

Security System

Fire Chief

Chief of Operations Construction Management Roofing Engineer Pavements Engineer Corrosion Engineer Protective Coatings Engr.

Contracting

Design Firm

Facility Number D.O. Number

Project Number

Project Title

Sheet Of

Sheet Title

Revision By/Date

Project Manager

Draftsman

Task Order Mngr.

Date

Drafting/IGI&S

CONSULTANTS

INCORPORATED May 1, 1955 Crowley Wade Milstead Inc.

Corporate License Missouri 000310

Structural Engineer

Mechanical / Electrical Engineer

CWM

CWM

A-104

ROOF PLAN, DETAILS

YWHG 15-0090

RENOVATE BUILDING

527 FOR POST OFFICE

AND A&FRC

3 May 2016

1/16" = 1'-0"1 ROOF PLAN

3/4" = 1'-0"2 SECTION AT CLERESTORY WINDOWS

1 1/2" = 1'-0"3 DETAIL AT DOOR HEAD 105 AND 172

1 1/2" = 1'-0"7 DETAIL AT HEAD OF DOOR 144

1 1/2" = 1'-0"5 DETAIL AT HEAD DOORS 146 & 147

1 1/2" = 1'-0"4 DETAIL AT HEAD DOOR 148

1 1/2" = 1'-0"8 DETAIL AT HEAD OPERABLE PARTITION

1 1/2" = 1'-0"9

DETAIL AT NEW OPENING IN EXISTING

WALL

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

DETAIL AT MECH. ROOM 145 WALL

OPENING

1 1/2" = 1'-0"10 TYPICAL PLAN DETAIL AT COLUMN

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

SCALE: 1/16" = 1' - 0"

FINISH FLR

0"

A B C D

9' - 0" 2' - 4"

HANGER ROD CANOPY

CANOPY DOWNSPOUT

DISCHARGE TO NORTH

1 1/2" ROUND GALVANIZED

HANDRAIL WITH GUIDE

EDGE PROTECTION.

RE: 6/A-201.

EXISTING BRICK

PROTECT

146 145147

EXISTING WINDOW TO

REMAIN. PAINT FRAME

TOOTH IN BRICK AT

REMOVED WINDOW

FROM DEMO SALVAGE.

EXISTING DOOR TO

REMAIN. PAINT

REMOVE WINDOW

AND BRICK AND

TOOTH IN NEW

DOOR FRAME.

A-201

A-104

PAINT EXISTING

EXHAUST FAN

PAINT EXISTING DOOR

PAINT WOOD FASCIA,

SOFFIT, GUTTERS AND

DOWNSPOUTS

EXISTING BRICK AND

WOOD PATIO

ENCLOSURE TO

REMAIN. PROTECT.

EXISTING METAL

COMPONENTS. PAINT.

FINISH FLR

0"

1 2 3 4 5 6

5' - 0"

136A 141

HANGER ROD CANOPY

1 1/2" GALVANIZED

ROUND HANDRAIL WITH

EDGE PROTECTION.

RE: 6/A-201.

EXISTING BRICK

EXISTING DOOR TO

REMAIN. PAINT.

INFILL OPENING WITH BRICK

AND CMU TO MATCH. PROVIDE

EXP. JT. AT PERIMETER TO

EXISTING BRICK.

BOLLARDS AND EDGE

PROTECTION TO REMAIN.

TYP. 4-LOCATIONS. PAINT.

NEW DOOR AND FRAME

A-104

A-104

149B100B

EXISTING DOOR TO

REMAIN. PAINT.

EXISTING BRICK AND

WOOD PATIO ENCLOSURE

TO REMAIN. PROTECT.

EXISTING FASCIA AND

SOFFIT AT CLERESTORY AND

SOUTH WALL. PAINT.

EXISTING VESTIBULE

TO REMAIN. PROTECT.

EXISTING CLEARSTORY WINDOWS

(6) AND LOUVERS (3) TO REMAIN.

RE: 2/A-104 FOR INSULATION

REQUIREMENTS.

EXISTING BRICK

PROTECT

EXISTING GUTTER AND

DOWNSPOUTS TO

REMAIN. TYP. PAINT.

EXISTING CANOPY TO

REMAIN. PAINT.

CUT IN NEW DOOR (148)

AND FRAME. PAINT.

RE: STRUCTURAL

3'

6"EQ

EQ

1 1/2" SQUARE GALV. TUBE STEEL

GUARD RAIL, SOUTH OF NEW RTU.

SECURE TO MASONRY WALL. PAINT.

FINISH FLR

0"

123456

A-104

REMOVE MASONRY, INSTALL

STRUCTURAL LINTELS AND

TOOTH EXISTING MASONRY

AROUND NEW DOOR FRAME.

EXISTING

VESTIBULE TO

REMAIN. PROTECT.

1 1/2" GALVANIZED

ROUND HANDRAIL WITH

EDGE PROTECTION.

RE: 6/A-201.

EXISTING BRICK.

PROTECT.

EXISTING SIGNAGE

(INDIVIDUAL, NON-ILLUMINATED

LETTERS) TO BE REMOVED

AND REPLACED BY WAFB.

HANGER ROD CANOPY

EXISTING BRICK

PROTECT

EXISTING

PREFINISHED

GUTTER AND

DOWNSPOUITS

TO REMAIN.

REMOVE DAMAGED LOWER PORTION OF

EXISTING DOWNSPOUT AND REPLACE WITH

NEW TO MATCH EXISTING.

CANOPY DOWNSPOUT

RE: EAST ELEVATION

FOR CONTINUATION.

FINISH FLR

0"

A-104

2'

0"

5"

4'

0"

5"

RAMP

4' - 0"9' - 11"

CONCRETE SLAB AND

FOUNDATION RE:

STRUCTURAL

HANGER ROD

SUPPORTED CANOPY.

RE: SPEC.

THRU BOLT CANOPY

SUPPORT

5' - 0"

ALUM. AND GLASS

DOORS WITH TRANSOM.

EXISTING EXTERIOR WALL.

REMOVE TOP OF FOUND.

WALL & INFILL CONCRETE AT

SILL FOR SMOOTH FINISH.

A-201

U N

D

ER

SI

D

E O

F C

AN

O

PY

H

EI

G

H T

FINISH FLR

0"

ABCD

100C108C

PAINT EXISTING

FASCIA AND SOFFIT

EXISTING BRICK TO

REMAIN. PROTECT.

EXISTING ALUM & GLASS

DOOR TO REMAIN. PROTECT.

EXISTING VESTIBULE TO REMAIN. PROTECT.

EXISTING BRICK

PROTECT

3"

3'

0"

1 1/2" GALV. PIPE

HANDRAIL

1 1/2" GALV. PIPE

VERTICAL AT 5' O.C.

MAX.

1 1/2" GALV. PIPE

GUIDE RAIL.

GENERAL EXTERIOR FINISHES NOTES

1. ALL EXISTING EXTERIOR BRICK IS TO REMAIN, U.N.O. THERE ARE (AT

LEAST) FOUR DIFFERENT COLORS AND/OR TYPES OF BRICK. NOTES

INDICATING TO MATCH EXISTING MEANS TO MATCH THE BRICK IN THAT

SPECIFIC AREA.

2. WHENEVER POSSIBLE, RE-USE EXISTING BRICK THAT HAS BEEN

REMOVED AS REPLACEMENT BRICK.

3. NOTES ON EXTERIOR ELEVATIONS CALLING FOR PAINTING OF EXISTING

MATERIALS REFER TO MATERIALS THAT HAVE BEEN PREVIOUSLY

PAINTED. PRE-FINISHED MATERIALS NEED NOT BE PAINTED.

4. NOTES CALLING FOR PAINTING OF EXISTING MATERIALS SHALL ALSO

INCLUDE PROPER PREPARATION OF THOSE EXISTING MATERIALS

SUITABLE TO RECEIVE NEW PAINT.

APPLICABLE TO EXTERIOR ELEVATIONS ON SHEET A-201.

Whiteman Air Force Base

Missouri

Approved

SIGNATURE OFFICE

Commander

Base Civil Engineer Chief of Programming

User

Coordination Airfield Manager

Ground Safety

Communication/ Computers Bioenvironmental Engineer

Security Police

Security System

Fire Chief

Chief of Operations Construction Management Roofing Engineer Pavements Engineer Corrosion Engineer Protective Coatings Engr.

Contracting

Design Firm

Facility Number D.O. Number

Project Number

Project Title

Sheet Of

Sheet Title

Revision By/Date

Project Manager

Draftsman

Task Order Mngr.

Date

Drafting/IGI&S

CONSULTANTS

INCORPORATED May 1, 1955 Crowley Wade Milstead Inc.

Corporate License Missouri 000310

Structural Engineer

Mechanical / Electrical Engineer

CWM

CWM

A-201

ELEVATIONS, SECTIONS,

DETAILS

YWHG 15-0090

RENOVATE BUILDING

527 FOR POST OFFICE

AND A&FRC

3 May 2016

1/8" = 1'-0"1 EAST ELEVATION

1/8" = 1'-0"2 SOUTH ELEVATION

1/8" = 1'-0"3 NORTH ELEVATION

1/4" = 1'-0"5 SECTION AT POST OFFICE ENTRY

1/8" = 1'-0"4 WEST ELEVATION

1/2" = 1'-0"6 DETAIL AT HANDRAIL

T ect onic Cop yrig ht 2 007

3 4

C

4' - 0 1/8" 6' - 10 1/8" 8' - 10 7/8" 5' - 1"

24' - 10 1/8"

3'

/8

3'

9'

7/

8" 1'

1/ 2"

9'

1/

4"

4'

4" 3'

5/ 8"

4'

4"

/8

A-301

A-301

A-301 3

A-301

Women

Men

Kitchen/Break

A-301

REFRIGERATOR. NIC

TT

GB

TT

GB

SD

MI JS

MH

MI

SD

4" 12' - 0"

Break

Women

Men

A-301 7

6' - 6" 7 1/4" 6' - 6" 10' - 3 1/4"

8'

7/

8"

A-3018

6'

1/

2" 1'

8"

TT

SD

JS

GB

TT

SD

PT

138 139 140

PT

JANITORS SINK

RE: MEP

EMERGENCY

SHOWER RE: MEP

DRINKING

FOUNTAINS RE: MEP

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

2'

1'

8" 2'

6"

1' - 0" 1 1/2"

2' - 3" 3' - 0" 2' - 3" 3' - 1"

1'

0" 1'

6"

0"

BASE CABINETS ARE 24" DEEP.

WALL CABINETS ARE 12" DEEP, U.N.O.

4"

1/ 2"

WALL CABINETS WITH

PLASTIC LAMINATE FACING

BASE CABINETS WITH

PLASTIC LAMINATE FACING

SOLID SURFACE COUNTERTOP

AND BACKSPLASH

REFRIGERATOR N.I.C.

TWO ADJUSTABLE

SHELVES IN WALL

CABINETS, UNLESS

SHOWN OTHERWISE

FIXED SHELF IN BASE CABINETS

A-301

12' - 0"

6" 2' - 9" 2' - 9" 2' - 9" 2' - 9" 6"

2' - 6" 2' - 6"

1 1/2" FILLER PANEL

1' - 0"

2' - 0"

1 1/2" FILLER PANEL

1' - 6"2' - 6"

2'

6" 1'

8"

2'

1/

2" 4"

1'

6" 1'

0"

1/2" RE: 3/A-301 FOR

CASEWORK NOTES

WALL CABINETS ARE

12" DEEP, U.N.O.

BASE CABINETS ARE 24" DEEP

VENDING MACHINES N.I.C.

3'

6"

COUNTERTOP

RAKKS COUNTER

SUPPORT BRACKETS

A-301

1' - 6" 3' - 7" 8' - 10 7/8" 5 5/8" 5' - 11 1/4" 2 13/16"

MIRROR

SOAP DISPENSER

COUNTERTOP, FACING

AND VALANCE

CERAMIC WALL TILE

TOILET PARTITIONSGRAB BARS

A-301

Sim

5 3/16" 5' - 11 1/4" 5 5/8" 2' - 10 7/8" 2' - 11" 3' - 1" 3' - 7" 1' - 6"

MIRROR

SOAP DISPENSER

COUNTERTOP, FACING

AND VALANCE

CERAMIC WALL TILE

TOILET PARTITIONS AND

URINAL SCREEN GRAB BARS

1' - 6"

3'

4"

MINIMUM

5' - 0"

MIRROR

SOAP DISPENSER

GRAB BARS

WALL HUNG LAVATORY

RE:MEP

4' - 0" 2' - 3" 1' - 8"

2'

1/

2"

2'

1 1/2" 4' - 0" 2' - 3" 1' - 6"

TYP.

1 1/2" FILLER

1'

6" 1'

0"

WALL CABINETS ARE 12" DEEP, TYP.

BASE CABINETS ARE 24" DEEP, TYP.

WALL CABINETS WITH

PLASTIC LAMINATE FACING

BASE CABINETS WITH

PLASTIC LAMINATE FACING

4"

PLASTIC LAMINATE FACED

COUNTERTOP AND BACKSPLASH

SPACE FOR UNDER

COUNTER

REFRIGERATOR.

APPLIANCE IS N.I.C.

TWO ADJUSTABLE

SHELVES IN WALL

CABINETS, UNLESS

SHOWN OTHERWISE

FIXED SHELF IN BASE CABINETS

1/

2"

4'

0" 3'

0"

5' - 8"

A-301

OVERHEAD COILING

COUNTER DOOR

12" WIDE PLYWOOD

COUNTERTOP WITH

PLASTIC LAMINATE FINISH

SOLID SURFACE

AND APRON.

PLASTIC LAMINATE

PANEL. SECURE

WITH SS SCREWS

AND TRIM

WASHERS.

SUPPORT FIN AT

MIDPOINT OF PANEL

2X WOOD BLOCKING

MIRROR WITH

S.S. FRAME

"6 1/8"

7 1/2" 1/2"

2'

2'

1/

2"

SOAP

DISPENSER

G B

- G ra b Ba r G

B3

M

- M irr or

"X

TT

To ile t T is su e

D is pe ns er

SD

So ap

D is pe ns er

PT

Pa pe r T ow el D is pe ns er

FE

C

Fi re Ex tin gu is he r C ab in et

D F

- D rin ki ng

Fo un ta in

3'

4"

2'

3'

4"

2'

" 5'

0"

M P

- M op

H ol de r

JS

Ja ni to r S he lf

6'

0"

G B

- G ra b Ba r G

B4

1' - 0"

2'

4'

0"3' - 2"

AD

A

La va to ry

WRAP

PIPING

UNDER

LAV.

2'

1' - 6"

TYPICAL MOUNTING DIMENSIONS

AD

A

U rin al

1'

5"3'

7"

1'

7"

3'

6"

WALL TYPE A2

VERIFY WITH

FLOOR PLAN

SOLID SURFACE

COUNTERTOP OVER

WOOD SUBSTRATE

RAKKS WALL

BRACKET SUPPORT

#EH-1212 WITH CLEAR

ANODIZED FINISH

1' - 4"

3"

2 X 8 SOLID WOOD

BLOCKING

FINISH FLR

0"

3'

0" 4'

0"

SUSP. ACOUSTIC

CEILING

TYPE A2 WALL

VERIFY WITH

FLOOR PLAN

OVERHEAD COILING

COUNTER DOOR

6" STEEL STUD BOX

BEAM HEADER

12" WIDE PLYWOOD

COUNTERTOP WITH

PLASTIC LAMINATE FINISH

2 X 4 WOOD BUCK AT

HEAD JAMBS & SILL

3"

5/8" GYP.BD. AT

HEAD & JAMBS

PAINT

Whiteman Air Force Base

Missouri

Approved

SIGNATURE OFFICE

Commander

Base Civil Engineer Chief of Programming

User

Coordination Airfield Manager

Ground Safety

Communication/ Computers Bioenvironmental Engineer

Security Police

Security System

Fire Chief

Chief of Operations Construction Management Roofing Engineer Pavements Engineer Corrosion Engineer Protective Coatings Engr.

Contracting

Design Firm

Facility Number D.O. Number

Project Number

Project Title

Sheet Of

Sheet Title

Revision By/Date

Project Manager

Draftsman

Task Order Mngr.

Date

Drafting/IGI&S

CONSULTANTS

INCORPORATED May 1, 1955 Crowley Wade Milstead Inc.

Corporate License Missouri 000310

Structural Engineer

Mechanical / Electrical Engineer

CWM

CWM

A-301

ENLARGED PLANS &

INTERIOR ELEVATIONS

YWHG 15-0090

RENOVATE BUILDING

527 FOR POST OFFICE

AND A&FRC

3 May 2016

1/4" = 1'-0"1 COMMON AREA ENLARGED FLOOR PLAN

1/4" = 1'-0"2

PO COMMON AREA ENLARGED FLOR

PLAN COMMON AREAS

3/8" = 1'-0"3

BREAK ROOM EAST INTERIOR

ELEVATION

3/8" = 1'-0"4

BREAK ROOM NORTH INTERIOR

ELEVATION

3/8" = 1'-0"5 WOMENS TOILET ELEVATION

3/8" = 1'-0"6 MENS TOILET ELEVATION

3/8" = 1'-0"7 PO TOILET ELEVATION

3/8" = 1'-0"8 PO BREAK ELEVATION

3/8" = 1'-0"9 PO PASS THRU ELEVATION

1" = 1'-0"10 DETAIL THRU VANITY

1" = 1'-0"11 DETAIL AT BREAK ROOM COUNTER

3/4" = 1'-0"12 DETAIL AT OVERHEAD COUNTER DOOR

0' 2' - 0" 4' - 0" 8' - 0"

SCALE: 1/4" = 1' - 0"

0' 2' - 0" 4' - 0" 8' - 0"

SCALE: 1/4" = 1' - 0"

FAXTEL

Whiteman Air Force Base

Missouri

Approved

SIGNATURE OFFICE

Commander

Base Civil Engineer

Chief of Programming

User

Coordination Airfield Manager

Ground Safety

Communication/ Computers

Bioenvironmental Engineer

Security Police

Security System

Fire Chief

Chief of Operations

Construction Management

Roofing Engineer

Pavements Engineer

Corrosion Engineer

Protective Coatings Engr.

Contracting

Design Firm

Facility Number D.O. Number

Project Number

Project Title

Sheet Of

Sheet Title

Revision By/Date

Project Manager

Draftsman

Task Order Mngr.

Date

Drafting/IGI&S

CONSULTANTS

INCORPORATED May 1, 1955 Crowley Wade Milstead Inc.

Corporate License Missouri 000310

Structural Engineer

Mechanical / Electrical Engineer

JMH

HEI

THIS DOCUMENT IS RELEASED

FOR THE PURPOSE OF

PRELIMINARY SUBMITTAL

IT IS NOT TO BE USED FOR

CONSTRUCTION

PURPOSES

913 742 5000 913 742 5001

LENEXA, KS 66214

8345 LENEXA DRIVE, SUITE 300

www.hei-eng.com

M-000

MECHANICAL SYMBOLS AND

LEGENDS

YWHG 15-0090

RENOVATE BUILDING

527 FOR POST OFFICE

AND A&FRC

3 May 2016

K E

LL

E

Y P

. C R

A M

M

LICENSE # E-022323

KELLEY P. CRAMM

1550002389

MO. CORPORATE NUMBER: E-556D

EXPIRES 12/31/2016

RS

RL

CHWR

CHWS

HWR

HWS

LPC

LPS

CD

ACD

HEATING HOT WATER RETURN (HWR)

HEATING HOT WATER SUPPLY (HWS)

REFRIGERANT SUCTION (RS)

CHILLED WATER RETURN (CHWR)

REFRIGERANT DISCHARGE (HOT GAS) (RD)

HEAT PUMP WATER RETURN (HPWR)

HEAT PUMP WATER SUPPLY (HPWS)

REFRIGERANT LIQUID (RL)

DIRECTION OF FLOW

CHILLED WATER SUPPLY (CHWS)

EXISTING PIPING TO REMAIN

EXISTING PIPING TO BE REMOVED

RD

HPWR

HPWS

CONDENSATE DRAIN (CD)

LOW PRESSURE STEAM CONDENSATE (LPC)

LOW PRESSURE STEAM SUPPLY (LPS)

FLANGE CONNECTION

ELBOW DOWN

ELBOW UP

TEE DOWN

TEE UP

UNION

THERMOMETER

PRESSURE GAUGE

CONTROL VALVE

BALL VALVE

SHUTOFF VALVE

CHECK VALVE

THREE-WAY CONTROL VALVE

TRIPLE DUTY VALVE WITH PRESSURE PORTS

BALANCING VALVE WITH PRESSURE PORTS

STRAINER

SOLENOID VALVE

AUXILIARY CONDENSATE DRAIN (ACD)

WATER METER

PRESSURE AND TEMPERATURE TEST PLUG

REDUCER

MECHANICAL SYMBOLS

PIPING

NOTE:

THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS, ETC. ARE

NECESSARILY USED ON THE DRAWINGS.

RD

EXISTING DUCTWORK OR EQUIPMENT TO BE REMOVED

EXISTING DUCTWORK OR EQUIPMENT TO REMAIN

BRANCH DUCT WITH 45° RECTANGLE-ROUND BRANCH

ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE INSIDE DIMENSIONS.

SEE SECTION 15250 OF THE SPECIFICATION FOR DUCTWORK TO

RETURN AIR DUCT DOWN

FITTING AND MANUAL VOLUME DAMPER

SUPPLY OR OUTSIDE AIR DUCT UP

RETURN AIR DUCT UP

ELBOW WITH TURNING VANES

RECEIVE INSULATION OR LINER.

NECK SIZE

TYPE

CFM OF SUPPLY DIFFUSER OR REGISTER

MANUAL VOLUME DAMPER

SQUARE TO ROUND TRANSITION

EQUIPMENT WITH FLEXIBLE DUCT CONNECTION

10"

CSD-1

SUPPLY OR OUTSIDE AIR DUCT DOWN

NOTE:

(SD=SUPPLY/RD=RETURN)

48" 48"

MECHANICAL

(AFF, AFG, UNLESS NOTED OTHERWISE)

THERMOSTATS (USER ADJUSTABLE)(TOP OF DEVICE)

CONTROLS (TOP OF DEVICE)

ABBREVIATIONS

ANNOTATION

HVAC EQUIPMENT & DUCTWORK

STANDARD MOUNTING HEIGHTS

AFF ABOVE FINISHED FLOOR

BAS BUILDING AUTOMATION SYSTEM

BD BACKDRAFT DAMPER

CFM CUBIC FEET PER MINUTE

DDC DIRECT DIGITAL CONTROL

DX DIRECT EXPANSION

EA EXHAUST AIR

FFA FROM FLOOR ABOVE

FFB FROM FLOOR BELOW

GPM GALLONS PER MINUTE

IN WC INCHES OF WATER COLUMN

MAX MAXIMUM

MBH 1000 BTU PER HOUR

MC MECHANICAL CONTRACTOR

MIN MINIMUM

NC NOISE CRITERIA

OA OUTSIDE AIR

RA RETURN AIR

SA SUPPLY AIR

SD SMOKE DUCT DETECTOR

TFA TO FLOOR ABOVE

TFB TO FLOOR BELOW

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

W/ WITH

W/O WITHOUT

MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR

FURNISHED AND INSTALLED UNLESS NOTED OTHERWISE)

DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL

NUMBER LOWER NUMBER INDICATES SHEET NUMBER

MECHANICAL PLAN CALLOUT

CONNECTION POINT OF NEW WORK TO EXISTING

SECTION CUT DESIGNATION

DUCT MOUNTED SMOKE DETECTOR

M1

M1

CU

BD

SD

FSD

FD

MD

VD

HUMIDITY SENSOR

MOTORIZED DAMPER

VOLUME DAMPER

THERMOSTAT

FIRE DAMPER

FIRE SMOKE DAMPER

SMOKE DAMPER

HUMIDISTATBACKDRAFT DAMPER

PULL STATION

CARBON DIOXIDE SENSOR

STATIC PRESSURE SENSOR

TEMPERATURE SENSOR

HS

PS

SP

TS

H

T

C02

EXHAUST AIR DUCT UP

EXHAUST AIR DUCT DOWN

PRIOR TO…