A.07.24_Solicitation_Amendment_0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offers 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 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 your 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 APPROPIRATION DATA (If required)

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

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

CHECK ONE 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.

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

1 14

0002 May 11, 2018

W912DQ

USACE, KANSAS CITY

FEDERAL BUILDING, RM 647

601 EAST 12 STREET

KANSAS CITY, MO 64106-2896

SEE ITEM 6

W912DQ18B4003

Apr 16, 2018

Bids are due May 16, 2018 at 1:30 PM local time.

BOLLING FEDERAL BUILDING ENHANCED SECURITY: Due to enhanced security in the Bolling Federal Building the Bid Opening Room, Room G41, will open 30 minutes prior to bid opening and will remain open until all bids are opened and read.

"SEE CONTINUATION"

VA Call Center, Bldg 409 W912DQ-18-B-4003

Fort Riley, Kansas Amendment 0002

Amendment 0002 – Page 2

CONTINUATION PAGE

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this amendment:

The Solicitation is amended as follows:

Deleted text is shown with a strikethrough. Added text is shown with underline.

1. SPECIFICATION CHANGE

a. Section 01 33 29 “Sustainability Reporting”, Paragraph 1.4 “Guiding Principles Validation (GPV)”

Item e. is changed to read as follows:

e. Provide construction related documentation for the project Sustainability eNotebook, and keep updated with regularly-scheduled construction meetings. Include construction related documentation containing the following components;Refer to Attachment 2, Guiding Principles

Checklist at the end of this specifications section.

(1) HPSB Checklist

(2) Sustainability Action Plan

(3) Documentation illustrating HPSB Guiding Principles Requirements compliance (including submittals that pertain to sustainability reporting)

b. Section 01 33 29 “Sustainability Reporting”, Paragraph 1.4 “Guiding Principles Validation (GPV)”

ADD the following New Item f. to the end of Paragraph 1.4.

f. Provide construction related documentation for the project Sustainability eNotebook, and keep updated with regularly-scheduled construction meetings. Include construction related documentation containing the following components;

(1) HPSB Checklist

(2) Sustainability Action Plan

(3) Documentation illustrating HPSB Guiding Principles Requirements compliance

(including submittals that pertain to sustainability reporting)

(4) Guiding Principles Checklist

c. Section 01 33 29 “Sustainability Reporting”, ADD the following two NEW attachments to the end of Section 01 33 29. Copies of the attachments accompany this amendment.

Attachment 1 - Energy Sustainability Record Card

Attachment 2 – Guiding Principles Checklist – LEED v4 for New Construction and Major

Renovations

d. Section 09 30 10 “Ceramic, Quarry, And Glass Tiling”, ADD the following New Paragraphs 2.4.8

“Patch Leveler”:

2.4.8 Patch Leveler

VA Call Center, Bldg 409 W912DQ-18-B-4003

Fort Riley, Kansas Amendment 0002

Amendment 0002 – Page 3

Provide cementitious, trowelable, patch material to remedy any depressions/deviations in wall and floor substrates to allow for plumb/flat installation meeting the minimum mortar coverage requirements. It is understood that the substrate may not be in tolerance for large unit tile, and furthermore, prep shall be under the scope of the tile installation package.

Provide patch leveler in locations where wood floor substrate meets existing concrete to provide flush transition. Product shall be Mapei, Mapecem Quickpatch or equal.

e. Section 09 66 16 “Terrazzo Floor Tile”, ADD the following New Paragraph 2.5 “Patch Leveler”

2.5 PATCH LEVELER

Provide cementitious, trowelable, patch material to remedy any depressions/deviations in floor substrates to allow for plumb/flat installation meeting the minimum adhesive coverage requirements. It is understood that the substrate may not be in tolerance for large unit tile, and furthermore, prep shall be under the scope of the tile installation package. Provide patch leveler in locations where wood floor substrate meets existing concrete to provide flush transition. Product shall be Mapei, Mapecem Quickpatch or equal.

2. DRAWING CHANGES

a. DELETE the following Drawing Sheets and REPLACE with the REVISED Drawing Sheets that accompany this amendment.

CS100 SITE PLAN

CU100 UTILITY PLAN

AD120 SECOND FLOOR DEMOLITION PLAN

A-201 BUILDING ELEVATIONS

A-611 WINDOW DETAILS AND ELEVATIONS

F-001 GENERAL LIFE SAFETY NOTES

High Performance Sustainabile Buildings - Guilding Principles Compliance Worksheet

Element Color Coding:

Compliance Indications:

Yes - Compliant with Element

No Entry Maybe - Possible Compliance Not Required No - Not Compliant with Element

Federal Requirements for High Performance Sustainable Buildings (HPSB) HPSB I: Employ Integrated Design Principles Achievable Points 2 Possible Points 2

Yes HPSB I.1 Integrated Design 1 Yes HPSB I.2 Commissioning 1

HPSB II: Optimize Energy Performance Achievable Points 5 Possible Points 5

Yes HPSB II.1 Energy Efficiency, Achieve Option 1 or 2 and insert design percentage 1

1 Yes Reduce energy use 30% Below ANSI/ASHRAE/IESNA Standard 90.1-

2013, OR

If not at least 30% below ANSI/ASHRAE/IESNA Standard 90.1- 2013, will the design achieve the maximum level of energy efficiency that is life-cycle cost-effective?

Insert percentage below ANSI/ASHRAE/IESNA Standard 90.1-2013 in terms of energy use (e.g. 32) Insert building energy intensity (Btu/SF) calculated with the energy model per 10 CFR 433

Roof Attributes (Recommended) Cool roof (LEED SS cr 7.2 or Energy Star) Green roof Solar electric Solar thermal Solar passive

No Achieve "Designed to Earn the Energy Star" rating - Benchmark from first year of operation (Recommended)

Yes HPSB II.2 1

Yes HPSB II.3 On-site Renewable Energy - Solar Hot Water Heater System 1

Yes Lifecycle cost assessment found solar hot water heater system not effective When lifecycle cost effective, solar hot water system installed - min 30% demand Insert percentage achieved

Yes HPSB II.4 On-site Renewable Energy 1

Yes Lifecycle cost assessment found renewable energy generation projects not effective

When lifecycle cost effective, renewable energy generation projects installed

Renewable energy type Insert first renewable energy type, if applicable Insert second renewable energy type, if applicable

Insert generation capacity (kW) Insert percentage of total building

Yes HPSB II.5 Measurement and Verification - Advanced Metering 1 Yes Water Metering: Select N/A if not used Yes Electric Metering: Select N/A if not used Yes Natural Gas Metering: Select N/A if not used N/A Steam Metering: Select N/A if not used

HPSB II.6

EISA 2007 II.7 Reduction in fossil fuel-generated energy consumption (Recommended) EISA 2007 II.8 Data Center Energy Consumption (Recommended)

Entry/Drop-Down Box Selection Data-Entry Subquestions

Preferential use of ENERGY STAR or FEMP-designated equipment, when lifecycle cost effective

Project Case Study Entered in High Performance Federal Buildings Database (Recommended)

5/9/2018 1

Amendment 0002

01 33 29 - Attachment 1

High Performance Sustainabile Buildings - Guilding Principles Compliance Worksheet

Element Color Coding:

Compliance Indications:

Yes - Compliant with Element

No Entry Maybe - Possible Compliance Not Required No - Not Compliant with Element

Federal Requirements for High Performance Sustainable Buildings (HPSB)

Entry/Drop-Down Box Selection Data-Entry Subquestions

HPSB III: Protect and Conserve Water Achievable Points 7 Possible Points 7

Yes HPSB III.1 Indoor Water - 20% Reduction 1 20.0% Insert percentage achieved

Yes HPSB III.2 Outdoor Water - Reduce Potable Water Use by 50% 1 Yes HPSB III.3 Outdoor Water - Stormwater runoff 1

Yes HPSB III.4 1

Insert cost to implement Yes HPSB III.5 Process water potable water use 1

Yes Energy efficiency measures using water were considered and the cost was included in lifecycle cost assessment Energy efficiency measures using water were not considered for the design

Yes HPSB III.6 1 Yes HPSB III.7 Water Efficient Products - Irrigation Contractors 1

HPSB IV: Enhance Indoor Environmental Quality Achievable Points 9 Possible Points 9

Yes HPSB IV.1 Thermal Comfort, ASHRAE 55-2004 1 Yes HPSB IV.2 Ventilation: ASHRAE 62.1-2007 1 Yes HPSB IV.3 1 Yes HPSB IV.4 Daylighting - 75% of Spaces 1 Yes HPSB IV.5 Daylighting - Controllability of Systems 1 Yes HPSB IV.6 1 Yes HPSB IV.7 Protect Indoor Air Quality during Construction 1 Yes HPSB IV.8 Protect Indoor Air Quality after Construction 1 Yes HPSB IV.9 Environmental Tobacco Smoke (ETS) Control 1

HPSB V: Reduce Environmental Impact of Materials Achievable Points 6 Possible Points 6

Yes HPSB V.1 Recycled Content 1 Yes HPSB V.2 Biobased Content 1 Yes HPSB V.3 Environmentally Preferable Products 1 Yes HPSB V.4 Waste and Materials Management - Recycling 1 Yes HPSB V.5 Waste and Materials Management - Divert 60% from Disposal 1 Yes HPSB V.6 Ozone Depleting Compounds 1

HPSB Totals Possible Points 29 29 Federal Requirements Achieved (29 line items) 0 Federal Requirements Maybe Achieved 0 Federal Requirements Not Achieved

100% Overall Compliance with High Performance Sustainable Buildings (HPSB) Guiding Principles

Water-Efficient Products

Moisture Control

Low Emitting Materials

Outdoor Water - Achieve Pre-Development Hydrology when technically feasible, when disturbance

> 5,000 GSF

5/9/2018 2

01 33 29 - Attachment 1

Department of Veterans Affairs Checklist published: September 10, 2015

Introduction:

The attached LEED v4 for New Construction and Major Renovations (LEED‐NC) points are mandatory for a project to be considered sustainable per the Federal Guiding Principles for High Performance Sustainable Buildings.

Application:

Major Construction and Renovation ($10 million or higher): Checklist must be completed and provided to the VA project manager at every design submission and reported after the certification is awarded (post‐construction). LEED certification is also required.

Minor Construction and Renovation (less than $10 million): Checklist must be completed and provided to the VA project manager at every design submission and reported after post‐ construction. Verification by a LEED Accredited Professional is required. LEED certification is optional.

Completion:

The checklist may be completed by the contracted project team, but must be verified by the VA Project Manager. The signed version must be retained in the project record.

Reporting:

A copy of this checklist, signed by the VA Project Manager, must be submitted to:

Major Construction: Facilities Standards Service (OCFM), SustainableDesign@va.gov, not later than December 1 of the calendar year in which VA received the third‐party certification.

Minor Construction: VA Office of Asset Enterprise Management, GreenVA@va.gov, not later than December 1 of the calendar year of end of construction.

VERIFICATION – check one The project is certified under LEED v4 for New Construction and Major Renovations and has achieved the points and thresholds indicated in the following table.

In my professional opinion, the project has met all credit and threshold requirements indicated in the following table.

PRINTED NAME: DATE

VA PROJECT MANAGER TITLE:

VA PROJECT MANAGER EMAIL:

VA PROJECT MANAGER PHONE NUMBER:

GUIDING PRINCIPLES CHECKLIST

LEED v4 for New Construction and Major Renovations

01 33 29 - Attachment 2

PROJECT TITLE:

FACILITY NAME:

LEED‐NC Credit Description Guiding

Principle

Integrative Process None Required ‐

Location and Transportation None Required ‐

Sustainable Sites Rainwater management III.B.2

Water Efficiency Outdoor water use reduction (select one option below) III.B.1

Option 1. No irrigation required

Option 2. Reduced irrigation 50%

Option 2. Reduced irrigation 100%

Indoor water use reduction (prerequisite 20% minimum) III.A and III.D

Energy and Atmosphere Fundamental Commissioning of Building Energy Systems I.B and II.C

Minimum energy performance II.A.2

Building‐level energy metering II.D Fundamental refrigerant management V.E Enhanced commissioning (option 1) I.B Renewable energy production (VA requirement is 10% renewable electric and 30% solar hot water)

II.B

Enhanced refrigerant management V.E

Materials and Resources Storage and collection of recyclables V.D

Construction and demolition waste management (select one option below) V.D divert 50% and three material streams divert 75% and four material streams

Indoor Environmental Quality Minimum indoor air quality performance IV.A

Environmental tobacco smoke control IV.F

Low‐emitting materials: (maximum points; select all of the following) IV.D

Interior paints and coatings

Interior adhesives and sealants

Flooring

Composite wood

Ceilings, walls, thermal, and acoustic insulation

Furniture

Construction indoor air quality management plan IV.E

Indoor air quality assessment (option 1: flush out) IV.E

Daylight (any option, 75%) IV.C

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

BUILDING 409

BUILDING 410

(A S

P H

A L T

P E

R S

H

IN

G A

V E

N U

E

PERSHING COURT (ASPHALT)

DS

DS

DS DS

DS

DS

(A S

P H

A L T

DS

P E

R S

H

IN

G A

V E

N U

E

DS

DS

DS

DS

DS

DS

DSDS DS

DSDSDS

DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg11:51:34 AM 5/11/2018 c:\users\g5edgjla\pw_working\cenwk500\d0172245\V001_CS100.dgn

F

IL

E N

A M

E

A N

S I

D

CS100

E

E C

O V

E R S

H E

E T

P -4

B

L D

G

V

A C

A L L C

E N

T E

R

B U

IL

D

IN

G

R

E N

O V

A T

IO

N

F O

R T R

IL

E Y

K A

N S

A S

S E

E C

O V

E R S

H E

E T

K A

N S

A S C

IT

Y

M O

E T

H S

T R

E E

T

K A

N S

A S C

IT

Y D

IS

T R

IC

T

D R

A W

IN

G C

O D

E

D R

A W

IN

G

C O

D E

V

C S .d g nA P

R

IL

H

M

IL

D E

N B

E R

G E

R

C F

O R

S Y

T H

F

O R

S Y

T H

E

GENERAL SHEET NOTES

A1 SCALE: 1" = 20' 20' 40'0

N

S

IT

E P

L A

N

ATFP BOUNDARY (39')

A T F P B

O U

N D

A R

Y (3

A T F P B

O U

N D

A R

Y (5

A T F P B

O U

N D

A R

Y

A T F P B

O U

N D

A R

Y

ATFP BOUNDARY (54')

ATFP BOUNDARY (54')

A T F P B

O U

N D

A R

Y (5

ATFP BOUNDARY (54')

SITE PLAN

J

S

C

IA

R R

A

WHEEL STOP (TYP)

4' SIDEWALK

S

ID

E W

A L

K

S

ID

E W

A L

K

S

ID

E W

A L

K

6' SIDEWALK

6' SIDEWALK

TIE INTO EXISTING ASPHALT

TIE INTO EXISTING CURB AND GUTTER

TIE INTO EXISTING CURB AND GUTTER

TIE INTO EXISTING CURB AND GUTTER

TIE INTO EXISTING ASPHALT

TIE INTO EXISTING ASPHALT

TIE INTO EXISTING CURB AND GUTTER

ADA ACCESSIBLE SIGN (TYP)

LOADING ZONE SIGN

TIE INTO EXISTING CURB AND GUTTER

TIE INTO EXISTING ASPHALT

CONSTRUCTION/STAGING LIMIT

INSTALL CONCRETE DITCH

SEE SE111 FOR DETAILS

CONCRETE ADA RAMP

INSTALL SPLASHBLOCK

INSTALL SPLASHBLOCK

INSTALL SPLASHBLOCK

INSTALL SPLASHBLOCK

REMOVE & REPLACE SIDEWALK

S

ID

E W

A L

K

SEE F6/CP501 FOR DETAILS

INSTALL CONCRETE CURB

SEE NOTE 3

GRATE

EQUIPMENT PAD

INSTALL SPLASHBLOCK

SEE NOTE 3

GRATE

A7/CS501

BOLLARD (TYP)

E1/CS501

INSTALL SPLASHBLOCK

D8/CP501

GUTTER (TYP)

INSTALL CURB AND

A7/CS501

BOLLARD (TYP)

TIE INTO EXISTING SIDEWALK

TIE INTO EXISTING SIDEWALK

TIE INTO EXISTING SIDEWALK

TIE INTO EXISTING SIDEWALK

M A

Y

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

FINAL

SEE NOTE 8

EQUIPMENT PAD

PLACEMENT. SEE ELECTRICAL PLANS FOR CONNECTION COORDINATION.

EQUIPMENT PAD FOR GENERATOR IS 7'x15'. COORDINATE WITH COR FOR 8.

TOTAL STALLS: 8

ADA ACCESSIBLE: 8

REGULAR STALLS: 0

POV PARKING INFORMATION:7.

SEE CS501 FOR SITE DETAILS.6.

SEE CG100 FOR CONTROL POINTS.5.

SEE MECHANICAL AND ELECTRICAL PLANS FOR EQUIPMENT.4.

PENETRATIONS THROUGH THE GRATING WITH MECHANICAL DRAWINGS.

SPECIFICATION 05 50 13 FOR ADDITIONAL REQUIREMENTS. COORDINATE

NEW GALVANIZED STEEL GRATING COVERS AT WINDOW WELLS. REFER TO 3.

SEE STRUCTURAL PLANS FOR ADA RAMP DETAILS.2.

ATFP SETBACK DISTANCES ARE MET PER UFC 4-010-01.1.

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

BUILDING 409

BUILDING 410

(A S

P H

A L T

P E

R S

H

IN

G A

V E

N U

E

CB

D

S

D

PERSHING COURT (ASPHALT)

CB

W

WW

E

DS

DS

CO

DS DS

DS

DS

(A S

P H

A L T

DS

P E

R S

H

IN

G A

V E

N U

E

CB

DS

DS

DS

DS

CO

DS

W

G

DS

G

C

C

E

DSDS DS

E

E

C

DSDS

C

DS

CO

CO

MH-24C

MANHOLE

TELECOMMUNICATIONS

DS

DS

DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg3:00:30 PM 5/9/2018 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/MIL/VA/v001Riley Bldg 409/6.0 Engineering-Design/6.1 Drawings/CAD_BIM/_Sheets/V001_CU100

F

IL

E N

A M

E

A N

S I

CU100

E

E C

O V

E R S

H E

E T

P -4

B

L D

G

V

A C

A L L C

E N

T E

R

B U

IL

D

IN

G

R

E N

O V

A T

IO

N

F O

R T R

IL

E Y

K A

N S

A S

S E

E C

O V

E R S

H E

E T

K A

N S

A S C

IT

Y

M O

E T

H S

T R

E E

T

K A

N S

A S C

IT

Y D

IS

T R

IC

T

D R

A W

IN

G C

O D

E

D R

A W

IN

G

C O

D E

A P

R

IL

H

M

IL

D E

N B

E R

G

F

O R

S Y

T H

F

O R

S Y

T H

E

GENERAL SHEET NOTES

20' 40'0

N

U T

IL

IT

Y P

L A

N J S

C

IA

R R

A

V

C U

.d g n

WITH PAVEMENT ELEVATION

ADJUST WATER VALVE TO BE FLUSH

E 1,659,380.37

N 269,647.00

INSTALL CLEANOUT

E 1,659,379.52

N 269,639.69

INSTALL CLEANOUT

E 1,659,316.69

N 269,591.15

INSTALL 22.5° BEND

E 1,659,308.15

N 269,578.51

INSTALL 22.5° BEND

E 1,659,303.08

N 269,575.31

INSTALL POST INDICATOR VALVE

E 1,659,289.47

N 269,566.72

INSTALL 6" x 6" TEE

SEE F1/CU501

FL = 1109.66'

E 1,659,435.46

N 269,680.63

CONNECT TO EXISTING 8" VCP

FL = 1111.15'

TO WITHIN 5' OF THE BUILDING

EXTEND SANITARY SERVICE

BUILDING

TO WITHIN 5' OF THE

EXTEND FIRE SERVICE LINE

3 1/2 '

2'

/8

T Y

P

1'

SEE NOTE 3

3' x 3' CONDENSING UNIT (TYP)

A1

UTILITY PLAN

SCALE: 1" = 20' A8

ENLARGED PLAN

SCALE: 1" = 10' 10' 20'0

SEE NOTE 3

EQUIPMENT PAD

SEE NOTE 3

EQUIPMENT PAD

FINAL

NW FL IN 8" VCP ELEV = 1108.44

N/NW FL IN 8" VCP ELEV = 1108.36

SE FL OUT 8" VCP ELEV = 1108.28

TOP SS MH ELEV= 1113.11

CONNECTION OF SANITARY SERVICE TO EXISTING SANITARY SEWER.

CONTRACTOR SHALL COORDINATE WITH THE INSTALLATION PRIOR TO 10.

SEE SHEETS CU501 & CU502 FOR UTILITY DETAILS.9.

REFERENCE ELECTRICAL DRAWINGS FOR LIGHTING AND POWER LINES.

ELECTRICAL COMPONENTS SHOWN FOR CONFLICT INFORMATION. 8.

IF REQUIRED. SEE MECHANICAL PLANS FOR FURTHER INFORMATION.

RPZ AND BACKFLOW PREVENTER SHALL BE LOCATED INSIDE THE BUILDING, 7.

MEET SPRINKLER SYSTEM REQUIREMENTS.

DEPARTMENT CONNECTION LOCATION AND DETAILS. SIZE FIRE LINE TO

REFER TO ARCHITECTURAL AND MECHANICAL PLAN FX100 FOR EXACT FIRE 6.

ALL WATER LINES SHALL BE PVC (AWWA C-900) UNLESS OTHERWISE NOTED. 5.

ALL WATER LINES SHALL HAVE A MINIMUM OF 36-INCHES OF COVER.4.

DETAILS. SEE STRUCTURAL PLANS E7/SE510 FOR EQUIPMENT PAD DETAILS.

SEE MECHANICAL OR ELECTRICAL PLANS M-400 AND MP100 FOR EQUIPMENT 3.

AND PLUMBING PLANS P-100.

FOR EXACT SANITARY SERVICE LINE LOCATIONS REFER TO MECHANICAL 2.

OF ALL UTILITIES PRIOR TO CONSTRUCTION.

CONTRACTOR SHALL FIELD VERIFY AND DETERMINE THE EXACT LOCATION

ALL EXISTING UTILITIES SHOWN ARE APPROXIMATE IN NATURE. THE 1.

SEE NOTE 6

INSTALL FIRE LINE

SANITARY SERVICE LINE

REMOVE AND REPLACE 6"

CAP. APPROXIMATELY 4.58 L.F.

LINE TO BACK OF CURB AND

SANITARY SEWER SERVICE

REMOVE EXISTING 4"

LINE. APPROX. 9.4 L.F.

SANITARY SEWER SERVICE

REMOVE EXISTING 4"

M A

Y

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

A8

CU100

A

B

C

D

E

F

G

H

J

1 2 3 4 5 6 16 17 18 19 20 21 22 23

8 9 10 11 12 13 14 15

K

L

M

N

P

Q

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

UP

DOWN

UP

DOWN

DOWN

DOWN DOWN

DOWN

TYP.

TYP.

TYP.

TYP.

WOMEN

MEN

TYP.

TYP.

MECHANICAL

ELECTRICAL

TELECOM/

STAIRS

OFFICE OFFICE

OFFICEOFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE OFFICE

OFFICE

OFFICE

OFFICE

OFFICEOFFICEOFFICE

OFFICE OFFICE OFFICE

OFFICE

OPEN OFFICE

6 6 6

GENERAL NOTES - DEMOLITION

CONSTRUCTION TO LIKE NEW CONDITIONS.

RESULT OF DEMOLITION AND

ASSEMBLIES AND FINISHES DAMAGED AS A

CONTRACTOR SHALL REPAIR ALL DAMAGED

ASSEMBLIES AND FINISHES TO REMAIN.

CONTRACTOR SHALL PROTECT ALL EXISTING 6.

INTERIORS

SUBFLOOR FOR NEW FINISHES. RE:

AND FLOORING THROUGHOUT. PREP

ADHESIVE RESIDUE CARPET, CARPET TILES,

SUBSTRATES, ATTACHMENTS, TRIM,

INCLUDES BUT IS NOT LIMITED TO ALL

REMOVE ALL ROOM FLOOR FINISHES. THIS 5.

INFORMATION.

DRAWINGS FOR FURTHER DEMOLITION

REFER TO OTHER DISCIPLINE DEMOLITION 4.

WORK.

REMAIN PRIOR TO START OF DEMOLITION

LOCATIONS OF WALLS AND DOORS TO

RECORD ROOM DIMENSIONS AND

CONTRACTOR TO FIELD VERIFY AND 3.

MATCH EXISTING FINISH.

APPLICATION OF SCHEDULED FINISH OR

A SMOOTH SURFACE FOR SUITABLE

TO MATCH ADJACENT SURFACES TO CREATE

WORKED SHALL BE DONE WITH MATERIALS

CONSTRUCTION. REPAIR AND PATCH

REMOVAL OF PIPING, CONDUIT, AND SIMILAR

FLOOR PENETRATIONS RESULTING FROM

BEHIND. FILL ALL EXISTING WALL AND

PATCH AND REPAIR ANY HOLES LEFT

ELECTRICAL AND MECHANICAL EQUIPMENT.

BUILDING. AFTER REMOVAL OF WALLS,

AND DETAILING THROUGHOUT THE

PROTECT THE HISTORIC PLASTER WALLS

CONTRACTOR SHALL PRESERVE AND 2.

REHABILITATION OF HISTORIC PROPERTIES.

INTERIOR'S STANDARD AND GUIDELINES FOR

SHALL CONFORM TO THE SECRETARY OF

ALL WORK ON THIS HISTORIC BUILDING 1.

ON DEMO RCP PLANS.

AND SYSTEMS THROUGHOUT AS INDICATED

DEMO ALL EXISTING CEILING TILES, GRIDS 14.

SHALL BE TURNED OVER TO THE BASE.

CLOSER'S FROM DEMOE'D DOORS. CLOSER'S

BASE LOCKSMITH. SALVAGE ALL DOOR

BE SALVAGED AND TURNED OVER TO THE

LOCK CORES FROM DEMO'D DOORS SHALL 13.

FRAMES AND DOORS.

SHALL REFINISH AND REPAIR ALL EXISTING

DOORS TO REMAIN, THE CONTRACTOR

ON EXISTING INTERIOR AND EXTERIOR 12.

AND REPAIR AS NECESSARY.

WINDOW, CONTRACTOR SHALL REPLACE

DURING REMOVAL OR REPAIR OF ANY

IF SILL STONES OR FLASHING IS DAMAGED 11.

RESEALING.

EXISTING PUTTY OR SEALANT BEFORE

SHALL BE FULLY FUNCTIONING. REMOVE

REFINISHED ALL OPERABLE WINDOWS

PANES, MULLIONS, AND FRAMES. ONCE

RESEALED. RESEAL AROUND ALL GLASS

(ON WOOD AND GLASS), REFINISHED AND

ALL WINDOWS SHALL BE STRIPPED OF PAINT 10.

ARE TO MATCH EXISTING.

NOTED ON DRAWINGS. NEW GLAZED PANES

BROKEN/DAMAGED GLAZING IN WINDOWS AS

REMOVE VENTS AND PLEXI AND REPLACE 9.

WAY CHANGE THE PROFILE OF THE FRAMES.

DAMAGE THE EXISTING FRAMES OR IN ANY

UNLESS NOTED OTHERWISE. DO NOT

EXISTING WOOD WINDOWS TO REMAIN 8.

PLAN.

FOLLOW APPROVED WASTE MANAGEMENT

MATERIALS REMOVED FROM SITE SHALL

DISPOSE OF ALL DEMOLITION DEBRIS. ALL

CONTINUOUS CLEAN- UP AND REMOVE AND

CONTRACTOR IS RESPONSIBLE FOR 7.

SHEET LEGEND

SHOWERS, ETC.

WALLS, DOORS, FRAMES, SINKS,

COMPLETELY DEMO ITEMS;

EGRESS WINDOW.

OPENING FOR EMERGENCY

REMOVE WINDOW AND PREP

SHEET KEY NOTES - DEMOLITION

REPAIR WINDOW AS NOTED

WINDOW.

PLYWOOD. PRESERVE EXISTING FRAME AND

REMOVE AC UNIT, MECH LOUVERS OR 7

PRESERVE EXISTING FRAME AND WINDOW.

WINDOWS AND PREP FOR NEW GLASS PANE.

REMOVE ALL EXISTING PLEXI GLASS IN 6

EXISTING FRAME AND WINDOW.

REMOVE BROKEN GLASS PANES. PRESERVE 5

PRESERVE EXISTING FRAME AND WINDOW.

REMOVE BROKEN GLASS IN STORM WINDOW. 4

04-401-01) REQUIREMENTS.

LIFE SAFETY (NFPA) AND ATFP (UFC

EGRESS WINDOW. NEW WINDOW TO MEET

OVER TO SHPO. PREP OPENING FOR NEW

REMOVE AND SALVAGE WINDOW AND TURN 3

NEW WORK DRAWINGS.

FIXTURES AND RESTROOM EQUIPMENT PER

PREPARE SPACE FOR NEW WALLS AND

LAVATORIES AND PLUMBING FIXTURES.

TOPS, SHOWERS, WATER CLOSETS,

DEMO ALL SINKS, CASEWORK, COUNTER 2

LIFE SAFETY REQUIREMENTS.

WITH NEW DOOR AND FRAME TO MEET NFPA

REMOVE DOOR AND FRAME AND REPLACE 1

SHEET.

NOT ALL KEY NOTES LISTED ARE USED ON THIS

OPENING.

AND TAKE OPENING TO F.F. FOR NEW DOOR

DEMO OLD EXISTING ARMS VAULT WINDOW 15

LIFE SAFETY REQUIREMENTS.

SCHEDULE. ADD EGRESS BARS TO MEET

THRESHOLD PER DOOR HARDWARE

AND ADD WEATHER STRIPPING AND

PANES WITH NEW GLASS PANES. REFURBISH

REPLACE PLEXIGLAS AND BROKEN GLASS

EXISTING DOOR FRAME TO REMAIN.

REMOVE DOOR, FLIP SWING AND REINSTALL 14

RAIL PER A-100'S.

DEMOLISH CHAIR LIFT AND REPAIR HAND 13

PER DOOR SCHEDULE.

ALLOW FOR NEW 6'-8" DOOR AND FRAME,

FOR NEW DOOR. DEMO HEIGHT OF WALL TO

DEMO DOOR, FRAME AND LENGTH OF WALL 12

EXISTING WINDOW TO EXPOSE WINDOW.

REMOVE INFILL ON INTERIOR SIDE OF 11

DOOR AND TRANSOM.

DOOR AND PREP FOR NEW ATFP COMPLIANT

REMOVE LIMESTONE INFILL OF ORIGINAL 10

ADA RAMP AND EXTERIOR DOOR.

REMOVE RAILING FOR LOCATION OF NEW 9

HISTORIC PLASTER DURING DEMO WORK.

PROTECT AND PRESERVE EXISTING 8

NEW 1/4" METAL BLANK OUT PANEL.

REMOVE ON PANE OF GLASS AND PREP FOR 24

PATIO REPAIR.

RE: STRUCTURAL FOR CONCRETE STEP AND 23

OVER TO SHPO.

ALL HARDWARE COMPONENTS AND TURN

DOOR AND FRAME. SAVE DOOR, FRAME AND

CAREFULLY REMOVE AND SALVAGE WOOD 22

ROOM (RM 208).

REMOVED FROM TELECOM/ELECTRICAL

PREP OPENING FOR HISTORIC WINDOW

REMOVE EXISTING LOUVER AND FRAME. 21

INSIDE OF WINDOW.

REMOVE LAYER OF PLEXIGLAS COVERING 20

WEST.

6 1/2" STEP. STEPS UP TOWARDS PLAN 19

DEEP.

TO REMAIN. APPROX. 11 5/8" TALL BY 1'-3"

PROTRUSION OF EXISTING STRIP FOOTING 18

A-100

VENTS. PREP OPENING FOR NEW INFILL RE:

REMOVE EXISTING PLYWOOD INFILL AND 17

FOR NEW WORK PER A-100'S

OR TURN OVER TO FT. RILEY. PREP OPENING

PRESERVATION. REUSE IN NEW LOCATION

WINDOW AND FRAME FOR HISTORIC

REMOVE, REFINISH AND SALVAGE EXISTING 16

F

IL

E N

A M

E

A N

S I

D

AD120

A

N A

E G

E C

O V

E R S

H E

T

P -4

B

L D

G

V

A C

A L L C

E N

T E

R

B U

IL

D

IN

G

R

E N

O V

A T

IO

N

F O

R T R

IL

E Y

K A

N S

A S

S E

E C

O V

E R S

H E

E T

A P

R

IL

K A

N S

A S C

IT

Y

M O

E T

H S

T R

E E

T

K A

N S

A S C

IT

Y D

IS

T R

IC

T

D R

A W

IN

G C

O D

E

C

B R

O W

N

C O

N D F

L O

O R D

E M

O L

IT

IO

N P

L

N A

E G

E R

B

W H

IT

E

V

A D

.d g n

A1

SECOND FLOOR DEMOLITION PLAN

SCALE: 1/8" = 1' 0 8'4' 16'

FINAL

M D -0

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

EL. 100'-0"

FIRST FLOOR

THIRD FLOOR

EL. APPROX. 126'-2"

SECOND FLOOR

EL. APPROX. 113'-1"

9 10

15 15

4 4 3

EL. 100'-0"

FIRST FLOOR

THIRD FLOOR

EL. APPROX. 126'-2"

SECOND FLOOR

EL. APPROX. 113'-1"

BEYOND

STAIRS

6 6

6 4 4

3 3

14 14

GENERAL ELEV. NOTESELEVATION KEY NOTES

SHEET LEGEND

AS NOTED

REPAIR OR REPLACE WINDOW

EGRESS WINDOW.

OPENING FOR EMERGENCY

REMOVE WINDOW AND PREP

REHABILITATION OF HISTORIC PROPERTIES.

INTERIOR'S STANDARD AND GUIDELINES FOR

SHALL CONFORM TO THE SECRETARY OF

ALL WORK ON THIS HISTORIC BUILDING 10.

MATCH ADJACENT MATERIAL AND COLOR.

LOCATION OF REPAIRS. REPAIRS SHALL

LIKE NEW CONDITION. RE: STRUCTURAL FOR

TREADS, STRINGERS, AND HANDRAILS TO

REPAIR ALL EXTERIOR METAL STAIRS, 9.

TO ADJACENT HISTORIC APPEARANCE.

WHERE KEY NOTED ON ELEVATIONS. REPAIR

REPAIR HOLE IS EAVE SOFFIT'S AT PATIO 9.

TO ADJACENT HISTORIC APPEARANCE.

WHERE KEY NOTED ON ELEVATIONS. REPAIR

PATCHES IN ROOF SOFFIT'S AT PATIOS

REPLACE AND REPAIR ALL EXISTING 8.

ROOF EAVES

ARE UNDER PATIO OVER HANG AND HIGH

CALLED OUT ON ELEVATIONS. LOCATIONS

SEAL AROUND ALL WOOD ROOF FASCIA AS 7.

GUTTERS AND REPAIRING HOLES.

DOWNSPOUTS, REPAIRING SEAMS IN

ARE NOT LIMITED TO; REATTACHING

WITH SAME MATERIAL. REPAIRS INCLUDE BUT

ALL EXISTING GUTTERS AND DOWNSPOUTS

CONTRACTOR SHALL EVALUATE AND REPAIR 6.

AS NECESSARY

CONTRACTOR SHALL REPLACE AND REPAIR

DURING REMOVAL OF WINDOW,

IF SILL STONES OR FLASHING IS DAMAGED 5.

MATCH EXISTING.

ON DRAWINGS. NEW GLAZED PANES ARE TO

AND REPLACE WITH NEW GLAZING AS NOTED

BROKEN/DAMAGED GLAZING IN WINDOWS

REMOVE VENTS, PLEXI AND 4.

BEFORE RESEALING.

REMOVE EXISTING PUTTY OR SEALANT

WINDOWS SHALL BE FULLY FUNCTIONING.

FRAMES. ONCE REFINISHED ALL OPERABLE

AROUND ALL GLASS PANES, MULLIONS, AND

REFINISHED AND RESEALED. RESEAL

ALL WINDOWS SHALL BE STRIPPED, 3.

WAY CHANGE THE PROFILE OF THE FRAMES

DAMAGE THE EXISTING FRAMES OR IN ANY

UNLESS NOTED OTHERWISE. DO NOT

EXISTING WOOD WINDOWS TO REMAIN 2.

APPEARANCE OF ORIGINAL HISTORIC FABRIC

DOOR SHALL REPLICATE LOOK AND

MATCH ORIGINAL HISTORIC AESTHETICS.

NEW EXTERIOR DOOR AND TRANSOM TO 1.

ORIGINAL HISTORIC AESTHETICS.

NEW HAND RAIL. MATCH ADJACENT 23

OF ORIGINAL HISTORIC FABRIC.

SHALL REPLICATE LOOK AND APPEARANCE

ORIGINAL HISTORIC AESTHETICS. DOOR

NEW DOOR AND TRANSOM TO MATCH 22

DRAWINGS RE: SE311.

STAIRS TO BE REPAIRED PER STRUCTURAL 21

RE- ANCHOR DOWNSPOUT.20

REPAIR SPLIT OR SEPARATION IN GUTTER.19

STRAIGHTEN BOWED OUT DOWNSPOUT18

DOWNSPOUT AT GUTTER.

REPAIR DISCONNECTED AND SEPARATED 17

PATCH AND REPAIR PORCH SOFFIT HOLES.16

ROOF VENTS AND CAPS.

RE-BIRD-SCREEN AROUND ALL EXISTING 15

AROUND ATTIC VENTS

REFINISH, REPAINT, RESCREEN AND RESEAL 14

ROOF EAVES.

SEAL AROUND ENTIRE WOOD FASCIA AT ALL 13

UNDERSIDE OF PATIO ROOF. RE: D1/A-511

SEAL AROUND ENTIRE WOOD FASCIA AT 12

OPENING.

RE: A-611 FOR INFILL OF EXISTING WINDOW 11

EXISTING PROFILE AND PAINT.

INSTALL NEW HANDRAIL TO MATCH 10

MATCH IN MATERIALS AND DESIGN.

EXISTING RAILING. NEW RAILING SHALL

NEW RAILING AT RAMP SHALL MATCH 9

AND FRAME.

STRIP, CLEAN AND REPAINT EXISTING DOOR 8

PATIO REPAIR.

RE: STRUCTURAL FOR CONCRETE STEP AND 7

WAS REMOVED.

AC UNITS, MECH LOUVERS OR PLYWOOD

MULLIONS IN WINDOWS WHERE PREVIOUS

INSTALL NEW GLASS PANES AND WOOD 6

OPENING. RE: MECHANICAL

INSTALL LOUVER IN EXISTING WINDOW 5

REMOVED, INSTALL NEW GLASS PANES.

WHERE PLEXIGLAS WAS PREVIOUSLY 4

DEMO WORK.

GLASS WAS PERVIOUSLY REMOVED IN

WINDOW AT LOCATIONS WHERE BROKEN

INSTALL NEW GLASS PANES IN RESTORED 3

INTO OPENING.

INSTALL REFINISHED HISTORIC WINDOW 2

REQUIREMENTS.

SAFETY (NFPA) AND ATFP (UFC 04-401-02)

EGRESS WINDOW. WINDOW TO MEET LIFE

REMOVE WINDOW AND REPLACE WITH NEW 1

SHEET.

NOT ALL KEY NOTES LISTED ARE USED ON THIS

DS: AEC_Screen U4.dscriptPD: AEC_pdf.pltcfg7:28:33 AM 5/9/2018 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/Military/Veterans Administration/v001Riley Bldg 409/6.0 Engineering-Design/6.1 Drawings/CAD_BIM/_Sheets/ELEVATIONS

E N

A M

E

A N

S I

D

A-201

A

N A

E G

E C

O V

E R S

H E

-4

B

L D

G

V

A C

A L L C

E N

T E

R

B U

IL

D

IN

G

R

E N

O V

A T

IO

N

F O

R T R

IL

E Y

K A

N S

A S

S E

E C

O V

E R S

H E

E T

A P

R

IL

K A

N S

A S C

IT

Y

M O

E T

H S

T R

E E

T

K A

N S

A S C

IT

Y D

IS

T R

IC

T

D R

A W

IN

G C

O D

E

C

B R

O

L E

V A

T

IO

N S

D R

A W

IN

G

C O

D E

A

N A

E G

E R

B

W H

IT

E

V

A -2

.d g n

A1

SOUTH ELEVATION

SCALE: 1/8" = 1' 0 8'4' 16'

D1

WEST ELEVATION

SCALE: 1/8" = 1' 0 8'4' 16'

M D -0

A1

A-300

D1

A-300

A7

A-300

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

EX

V A

R

IE

S

W1

F

IE

L D V

E R

IF

Y F

IE

L D V

E R

IF

Y

FIELD VERIFY

3'-8"

W2

F

IE

L D V

E R

IF

Y F

IE

L D V

E R

IF

Y

FIELD VERIFY

3'-8"

W3

F

IE

L D V

E R

IF

Y F

IE

L D V

E R

IF

Y

FIELD VERIFY

3'-8"

EXTERIOR WINDOW TRIM

OF PLY WOOD TO MATCH

PAINT EXTERIOR SURFACE

AS SCHEDULED

INFILL BEHIND WINDOW

EXTERIOR WINDOW TRIM

OF PLY WOOD TO MATCH

PAINT EXTERIOR SURFACE

AS SCHEDULED

INFILL BEHIND WINDOW

WALL

EXISTING EXTERIOR

WALL

EXISTING EXTERIOR

WALL

EXISTING EXTERIOR

2" RIGID INSULATION

AND VAPOR RETARDER

AIR / MOISTURE BARRIER

METAL STUDS

5/8" GWB ON 3 5/8"

METAL STUDS

5/8" GWB ON 3 5/8"

5/8" GWB

AND FRAMING

EXISTING WOOD WINDOW

3 5/8" METAL STUDS

5/8" GWB

2" RIGID INSULATION

AND VAPOR RETARDER

AIR / MOISTURE BARRIER

5/8" GWB

AND FRAMING

EXISTING WOOD WINDOW

AND FRAMING

EXISTING WOOD WINDOW

AND VAPOR RETARDER

AIR / MOISTURE BARRIER

METAL STUDS

5/8" GWB ON 3 5/8"

2" RIGID INSULATION

A

A B

WALL

EXISTING EXTERIOR

2" RIGID INSULATION

AND VAPOR RETARDER

AIR / MOISTURE BARRIER

METAL STUDS

5/8" GWB ON 3 5/8"

METAL STUDS

5/8" GWB ON 3 5/8"

5/8" GWB

WALL

EXISTING EXTERIOR

3 5/8" METAL STUDS

5/8" GWB

2" RIGID INSULATION

AND VAPOR RETARDER

AIR / MOISTURE BARRIER

5/8" GWB

WALL

EXISTING EXTERIOR

AND VAPOR RETARDER

AIR / MOISTURE BARRIER

METAL STUDS

5/8" GWB ON 3 5/8"

2" RIGID INSULATION

EGRESS WINDOW

ATFP COMPLIANT

EGRESS WINDOW

ATFP COMPLIANT

EGRESS WINDOW

ATFP COMPLIANT

B

C

C

2" RIGID INSULATION

AIR / MOISTURE BARRIER

3-5/8" MTL STUD W/ BATT INSULATION

5/8" GWB

RE: STRUCTURAL

8" CMU REINFORCED & GROUTED

2" RIGID INSULATION

AIR / MOISTURE BARRIER

3-5/8" MTL STUD W/ BATT INSULATION

5/8" GWB

NEW WINDOW PER SCHEDULE

EXISTING LIMESTONE WALL

2" RIGID INSULATION

AIR / MOISTURE BARRIER

5/8" GWB

RE: STRUCTURAL

8" CMU REINFORCED & GROUTED

2" RIGID INSULATION

AIR / MOISTURE BARRIER

5/8" GWB

NEW WINDOW PER SCHEDULE

EXISTING LIMESTONE WALL

2" RIGID INSULATION

AIR / MOISTURE BARRIER

5/8" GWB

RE: STRUCTURAL

8" CMU REINFORCED & GROUTED

2" RIGID INSULATION

AIR / MOISTURE BARRIER

5/8" GWB

NEW WINDOW PER SCHEDULE

EXISTING LIMESTONE WALL

3-5/8" MTL STUD W/ BATT INSULATION

3-5/8" MTL STUD W/ BATT INSULATION

A B C

3-5/8" MTL STUD W/ BATT INSULATION

3-5/8" MTL STUD W/ BATT INSULATION

CONTINUOUS SEALANT

CONTINUOUS SEALANT

5/8" GWB

5/8" GWB

CONTINUOUS SEALANT

BATT INSULATION

TAPE AND PAINT

METAL J-TRIM.

BATT INSULATION

TAPE AND PAINT

METAL J-TRIM.

BATT INSULATION BATT INSULATION

TAPE AND PAINT

METAL J-TRIM.

TO MATCH WINDOW FRAME

PAINTED OFF WHITE/CREAM

3/4" EXTERIOR PLYWOOD

TO MATCH WINDOW FRAME

PAINTED OFF WHITE/CREAM

3/4" EXTERIOR PLYWOOD

TO MATCH WINDOW FRAME

PAINTED OFF WHITE/CREAM

3/4" EXTERIOR PLYWOOD

D

2" RIGID INSULATION

AIR / MOISTURE BARRIER

3-5/8" MTL STUD W/ BATT INSULATION

2" RIGID INSULATION

AIR / MOISTURE BARRIER

3-5/8" MTL STUD W/ BATT INSULATION

EXISTING LIMESTONE WALL

5/8" GWB

5/8" GWB

PER SCHEDULE

EXISTING WINDOW

2" RIGID INSULATION

AIR / MOISTURE BARRIER

3-5/8" MTL STUD W/ BATT INSULATION

5/8" GWB

2" RIGID INSULATION

AIR / MOISTURE BARRIER

3-5/8" MTL STUD W/ BATT INSULATION

5/8" GWB

EXISTING LIMESTONE WALL

PER SCHEDULE

EXISTING WINDOW

2" RIGID INSULATION

AIR / MOISTURE BARRIER

3-5/8" MTL STUD W/ BATT INSULATION

5/8" GWB

2" RIGID INSULATION

AIR / MOISTURE BARRIER

3-5/8" MTL STUD W/ BATT INSULATION

5/8" GWB

EXISTING LIMESTONE WALL

EXISTING WINDOW PER SCHEDULE

CONTINUOUS SEALANT

D

D

TAPE AND PAINT

METAL J-TRIM.

TO MATCH WINDOW FRAME

PAINTED OFF WHITE/CREAM

3/4" EXTERIOR PLYWOOD

TO MATCH WINDOW FRAME

PAINTED OFF WHITE/CREAM

3/4" EXTERIOR PLYWOOD

TO MATCH WINDOW FRAME

PAINTED OFF WHITE/CREAM

3/4" EXTERIOR PLYWOOD

DS: AEC_Screen U4.dscriptPD: AEC_pdf.pltcfg7:27:52 AM 5/9/2018 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/Military/Veterans Administration/v001Riley Bldg 409/6.0 Engineering-Design/6.1 Drawings/CAD_BIM/_Sheets/WINDOW DETAILS AND ELEVATIONS

E N

A M

E

A N

S I

A-611

E

E C

O V

E R S

H E

-4

B

L D

G

V

A C

A L L C

E N

T E

R

B U

IL

D

IN

G

R

E N

O V

A T

IO

N

F O

R T R

IL

E Y

K A

N S

A S

S E

E C

O V

E R S

H E

E T

A P

R

IL

K A

N S

A S C

IT

Y

M O

E T

H S

T R

E E

T

K A

N S

A S C

IT

Y D

IS

T R

IC

T

D R

A W

IN

G C

O D

E

C

B R

O

IN

D O

W D

E T

A

IL

S A

N D E

L E

V A

T

IO

N A

E G

E R

B

W H

IT

E

V

A -6

.d g n

A1 SCALE: 1 1/2" = 1'

FINAL

WINDOW SILL DETAILS

1' 2'0 6"

C1 SCALE: 1 1/2" = 1'

WINDOW JAMB DETAILS

1' 2'0 6"

E1 SCALE: 1 1/2" = 1'

WINDOW HEAD DETAILS

1' 2'0 6"

A8 SCALE: 1 1/2" = 1'

WINDOW ELEVATIONS

F8 SCALE: 1 1/2" = 1'

WINDOW SCHEDULE

A

N A

E G

E R

A M

D -0

11 1/2 " 9 1/2 "

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

2.

1.

CONSTRUCTION TYPE, HEIGHT & AREA LIMITS (IBC):

1.

1.

FIRE SUPPRESSION SYSTEM:

PROTECT THROUGHOUT PER NFPA 13 AND UFC 3-600-01

FIRE ALARM AND MASS NOTIFICATION:

DOOR REMOTENESS (NFPA 101):

OVERALL DIAGONAL

EXIT - EXIT ACCESS DOORS, SEPARATED BY 1/3

MINIMUM NUMBER OF EXITS

FOUR - MORE THAN 1,000 PEOPLE (NFPA 101-7.4.1.2)

THREE - BETWEEN 500 AND 1,000 PEOPLE.

TWO - LESS THAN 500 PEOPLE

3.

FIRE EXTINGUISHER CABINETS:

3.

EGRESS WIDTH (NFPA 101):

1.

BALANCED EGRESS CAPACITY (7.3.3.1):

COMMENTARY)

BALANCE EGRESS CAPACITY (LSC HDBK 7.3.3.1

TRAVEL DISTANCE (NFPA 101):

ILLUMINATION AND EMERGENCY LIGHTING:

WITHIN 10 FEET OF EXIT DOOR (NFPA 101-7.9)

EXIT DISCHARGE - 1 FT-CANDLE AT GROUND LEVEL

FLOOR. (NFPA 101-7.8)

ALL BUILDING SPACES ILLUMINATED TO 1 FT-CANDLE AT

101-7.9, 7.9.2)

AVERAGE, AND 0.06 FT-CANDLES MINIMUM (NFPA

IN 1-1/2 HOURS CAN DECREASE TO 0.6 FT-CANDLES

AVERAGE AT GROUND, WITH 0.1 FT-CANDLE MINIMUM.

ILLUMINATION DURING POWER FAILURE, 1 FT-CANDLE

EMERGENCY LIGHTING PROVIDED FOR EGRESS

101-7.8.1.1, 7.9.1.2)

EGRESS ILLUMINATION AND EMERGENCY LIGHTING (NFPA

DISCHARGE, AISLES, CORRIDORS, WALKWAYS, ETC. FOR

AHJ DETERMINES DESIGNATED EXIT ACCESS, AND EXIT

4.

3.

EXTINGUISHERS

PER NFPA 10, STANDARD FOR PORTABLE FIRE

3.

STROBES IN WHITE HOUSING FOR MAINTENANCE.

STROBES IN RED HOUSING FOR FIRE ALARM. AMBER

ALARM AND MASS NOTIFICATION SYSTEM. CLEAR

SPEAKERS AND STROBES - COMMON SPEAKERS FOR FIRE

38.3.4.1.

(MN), 3-600-01, UFC 4-021-01, NFPA 101-12.3.4.1,

FIRE ALARM (FA) AND MASS NOTIFICATION SYSTEM

SYSTEM - AN ADDRESSABLE, INTELLIGENT COMBINED

4.

5.

CASES IS NOT LESS THAN 28" (7.3.4.1)

WIDTH FORMED BY FURNITURE, FIXTURES, DISPLAY

PERSONS FOR MORE THAN 2000, USE CALCULATION.

STAIR WIDTH = 44 INCHES FOR LESS THAN 2000

PERSON.

FOR MORE THAN 160 PEOPLE, USE 0.2 INCHES PER

NOT ACCESSIBLE FOR DISABILITIES (7.2.1.2.3.2(4)).

BUILDINGS (7.2.1.2.3). EXCEPTION, 70 SQFT ROOMS

DOOR WIDTH = NOT LESS THAN 28 INCHES FOR EXISTING

WIDTH PERSON (STAIR) = 0.3

WIDTH/PERSON (LEVLE) = 0.2

DRAWINGS.

CALCULATED WIDTH OF DOORS AND STAIRS ARE ON

THAN 50 PEOPLE (NFPA 101-12.2.2.3).

PEOPLE BUT LESS THAN 220; 36 INCHES FOR LESS

CORRIDOR WIDTH = 44 INCHES FOR GREATER THAN 50

18, 843 SQ FTFLOOR AREA:

APPROX. 57'-6"TOP OF ROOF:HEIGHT:

TYPE VA, FULLY SPRINKLERED, THREE-STORY:

CONFLICTS WITH IBC, COMPLY WITH NFPA 101.

NONBEARING PARTITION FIRE RESISTANCE. FOR

NFPA 101 - USE FOR EGRESS, SAFETY TO LIFE AND

ABOVE GRADE PLANE IS LIMITED TO THREE

FEET ( PER IBC EQUATION 5-2), NUMBER OF STORIES

AND HEIGHT. AREA IS LIMITED TO 81,675 SQUARE

IBC - USE FOR CONSTRUCTION TYPE, FIRE RESISTANCE,

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS:

1.

BALANCED EGRESS CAPACITY (7.3.3.1):

COMMENTARY)

BALANCE EGRESS CAPACITY (LSC HDBK 7.3.3.1 1.

50 FEETBUSINESS

20 FEETASSEMBLY

DEAD END CORRIDORS (FT):

100FEETBUSINESS

50 FEETASSEMBLY

COMMON PATH OF TRAVEL (FT):

300 FEETBUSINESS

250 FEETASSEMBLY

TRAVEL DISTANCE (FT):

BUSINESS - REMAINDER OF THE BUILDING

ASSEMBLY - TRAINING ROOM & BREAK ROOM

- 0 HOURS

MEMBERS

- ROOF CONSTRUCTION AND ASSOCIATED SECONDARY

- 0 HOURS

MEMBERS

- FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY

- SEE OTHER F-SERIES SHEETS.

- NON-BEARING WALLS, INTERIOR:

- 0 HOUR

- NON-BEARING WALLS, EXTERIOR:

- 0 HOUR

- BEARING WALLS, INTERIOR:

- 0 HOUR

- BEARING WALLS, EXTERIOR:

- 0 HOUR.

- PRIMARY STRUCTURAL FRAME

TYPE VA CONSTRUCTION:

USE OF IBC AND NFPA 101:

DS: AEC_Screen U4.dscriptPD: AEC_pdf.pltcfg7:30:01 AM 5/9/2018 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/Military/Veterans Administration/v001Riley Bldg 409/6.0 Engineering-Design/6.1 Drawings/CAD_BIM/_Sheets/GENERAL LIFE SAFETY NOTES

E N

A M

E

A N

S I

D

F-001

A

N A

E G

E C

O V

E R S

H E

-4

B

L D

G

V

A C

A L L C

E N

T E

R

B U

IL

D

IN

G

R

E N

O V

A T

IO

N

F O

R T R

IL

E Y

K A

N S

A S

S E

E C

O V

E R S

H E

E T

K A

N S

A S C

IT

Y

M O

E T

H S

T R

E E

T

K A

N S

A S C

IT

Y D

IS

T R

IC

T

D R

A W

IN

G C

O D

E

M L

IT

T L

G

R E

R A

L L

IF

E S

A F

E T

Y N

O T

N A

E G

E R

B

W H

IT

E

V F -0

.d g nA

P R

IL

M D -0