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G-001

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

OMAHA DISTRICT

BUCKLEY AFB, COLORADO

SMALL ARMS RANGE COMPLEX

W9128F-17-R-0073

JULY 2017

of Engineers

US Army Corps

VOLUME 2 OF 2

AS-BUILTS (FOR INFORMATION ONLY)

ARE BEING REISSUED PER AM#0002

ALL DRAWINGS WITHIN THIS SET

09/01/2017

REISSUED

AT

FOR

U.S.ARMY CORPS OF ENGINEERS, OMAHA

ROCKY MOUNTAIN AREA OFFICE

ATTN: JOHN R. GALLOWAY

1050 S. ACADEMY BLVD., SUITE 100

COLORADO SPRINGS, CO 80910

DRAWING LIST

SHEET NO. NO. SHEET NAME

GENERAL

GI001 1 TITLE SHEET

GI101 2 GENERAL NOTES

ARCHITECTURAL

AD101 3 RANGE DEMOLITION PLAN

AE101 4 RANGE CONSTRUCTION PLAN

AE102 5 RANGE REFLECTED CEILING PLAN

AE103 6 RANGE ROOF BAFFLE PLAN

AE301 7 RANGE & WALL SECTIONS

AE302 8 SECTIONS & DETAILS

STRUCTURAL

SF101 10 FOUNDATION PLAN

SF501 12 GENERAL NOTES & DETAILS

SF502 13 DETAILS

ELECTRICAL

EL101 14 LIGHTING PLAN

EP101 15 POWER PLAN

SF102 11 BAFFLE FRAMING PLAN

AE303 9 SECTIONS & DETAILS

PROJECT CONTACT INFO

OWNER:

Buckley AFB Aurora, CO Contact: Jennifer S. McQueen COR Phone: 720-847-2637 Fax: xxx-xxx-xxxx email:

CONTRACTOR:

DWG&associates 17100 E. Ohio Drive Aurora, CO 80017 Contact: Tim Roberts- Project Manager Phone: 720-857-7201 ext 114 Fax: 720-222-0656 email: tim3@dwg1.com

ARCHITECT:

DWG&associates 2270 La Montana Way Colorado Springs, CO 80918 Contact: Keith Moore- Project Architect Phone: 719-265-6670 Fax: 719-265-6672 email: keith2@dwg1.com

STRUCTURAL ENGINEER:

RMG Engineers 2910 Austin Bluffs Parkway Colorado Springs, CO 80918 Contact: Mark Weidhaas Phone: 719-548-0600 Fax: 719-548-0223 email: mweidhaas@rmg-engineers.com

ELECTRICAL ENGINEER:

DWG&associates 2270 La Montana Way Colorado Springs, CO 80918 Contact: Annette Kopacz Phone: 719-265-6670 Fax: 719-265-6672 email: annette@dwg1.com

Jennifer.s.mcqueen@usace.army.mil

EXISTING

TRANSFORMER

EETX-28-1

NORTH

GENERAL NOTES

1. THE SOIL UNDER THE FIRING RANGE HAS LOW LEVELS OF LEAD CONTAMINATION. A SPECIFIC SITE SAFETY AND HEALTH PLAN AS

WELL AS A WORK PLAN WILL BE PREPARED AND SUBMITTED FOR APPROVAL TO THE GOVERNMENT PRIOR TO THE START OF CONSTRUCTION BY THE GENERAL CONTRACTOR. ALL WORKERS SHALL BE PROTECTED AND WORK SHALL BE PREFORMED IN ACCORDANCE WITH FEDERAL, STATE, LOCAL AND BUCKLEY AFB REGULATIONS AND LAWS. ANY SOIL IN THE THIS AREA CAN BE USED AS FILL ON THIS SITE. ANY EXCESS SOILS SHALL BE ASSUMED TO EXCEED THE REGULATORY LIMITS FOR LEAD CONTAMINATION AND SHALL BE DISPOSED OF AS HAZARDOUS WASTE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING

THE SOILS AS REQUIRED FOR DISPOSAL.

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GENERAL NOTES

The General Contractor as well as ALL Subcontractor's shall read and understand the General Notes.

1. THE AMERICAN INSTITUTE OF ARCHITECTS STANDARD FORM (AIA DOCUMENT A201, FIFTEENTH/1997 EDITION, GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION), IS HEREBY MADE A PART OF THESE CONTRACT DOCUMENTS, UNLESS NOTED OTHERWISE

IN THE AGREEMENT BETWEEN OWNER/TENANT AND CONTRACTOR.

2. INSURANCE AND BONDING FOR THE PROJECT SHALL BE AS DIRECTED BY AND TO THE SATISFACTION OF THE OWNER/TENANT & LANDLORD.

3. ALL DRAWINGS AND SPECIFICATIONS ISSUED AS A PART OF THE SCOPE OF WORK FOR THIS PROJECT; CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, RE-USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT

OF THE ARCHITECT.

4. THE CONSTRUCTION DOCUMENTS ARE BASED UPON INFORMATION OBTAINED FROM THE OWNER/TENANT AS WELL AS OTHERS, CONSISTING OF THE BASE SHELL BUILDING AND TENANT IMPROVEMENT DRAWINGS IN BOTH ELECTRONIC AND PRINTED MEDIA. OWNER/TENANT IS NOT

RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION PROVIDE

5. THE GENERAL CONTRACTOR SHALL KEEP ONE COMPLETE SET OF PLANS AND SPECIFICATIONS ON THE JOB SITE FOR THE SPECIFIC PURPOSE OF RECORDING ACTUAL CONSTRUCTION CONDITIONS, SUCH "PROJECT RECORD" DOCUMENTS SHALL BE PROVIDED TO THE ARCHITECT UPON

COMPLETION OF THE PROJECT.

6. THE GENERAL CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO ALL OCCUPIED SPACES AT ALL TIMES DURING CONSTRUCTION WITH IN NORMAL BUSINESS HOURS. ALL SHUT DOWNS MUST BE SCHEDULED WITH OWNER/ COTR AT LEAST 48 HRS PRIOR TO SHUT DOWN.

7. THE GENERAL CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES

OR DEVIATIONS FROM THOSE CONDITIONS AS THEY ARE NOTED ON THE DRAWINGS.

8. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL SUBCONTRACTORS RECEIVE COMPLETE SETS OF THE CONSTRUCTION DOCUMENTS OR ASSUME FULL RESPONSIBILITY FOR COORDINATION OF THE WORK WHEN COMPLETE SETS ARE NOT MADE AVAILABLE TO SUBCONTRACTORS.

9. THE GENERAL CONTRACTOR SHALL VERIFY SIZE, LOCATION AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT SUPPLIED BY THE OWNER/ TENANT OR OTHERS, WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START OF RELATED WORK.

10. CONTRACT CLOSE-OUT SHALL OCCUR ONLY AFTER THE ARCHITECT HAS PREPARED THE CERTIFICATE OF SUBSTANTIAL COMPLETION AND PUNCH LIST AND THE PUNCH LIST ITEMS HAVE BEEN CORRECTED. THE GENERAL CONTRACTOR SHALL SUBMIT TO THE OWNER/ TENANT MAINTENANCE AND WARRANTY MANUALS, RELEASE OF LIENS, AND "PROJECT RECORD" DRAWINGS WITH THEIR FINAL APPLICATION FOR

PAYMENT.

11. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK WITH THE TENANT, BUILDING OWNER OR LANDLORD. THE WORK OF ALL TRADES AND VENDORS IS TO BE COORDINATED BY THE GENERAL CONTRACTOR, BUILDING RULES AND REGULATIONS SHALL GOVERN HOURS.

12. MANUFACTURES NAMES, TRADEMARK, LOGOS, ETC SHALL NOT BE VISIBLE TO THE PUBLIC.

13. GENERAL CONTRACTOR SHALL FURNISH A COMPLETE LIST OF ALL CHEMICALS TO BE USED IN THE PROJECT ALONG WITH THE MATERIAL DATA SAFETY SHEET ON EACH PRODUCT TO THE LANDLORD. A COPY SHALL BE KEPT ON SITE FOR REFERENCE.

14. THE SCOPE OF WORK OF THE GENERAL CONTRACTOR AS WELL AS ALL TRADES IS TO INCLUDE ALL MATERIALS AND LABOR AS REQUIRED TO TOTALLY COMPLETE THE PROJECT FROM INTERFACE WITH EXISTING CONSTRUCTION THROUGH CONFIGURATION AS INDICATED IN THE CONSTRUCTION DOCUMENTS. ALL WORK SHALL BE COMPLETE AND FUNCTIONAL, CONSISTENT WITH THE DESIGN INTENT AS EXPRESSED IN THESE DOCUMENTS, WHETHER SPECIFICALLY ADDRESSED IN THESE DOCUMENTS OR NOT. ANY QUESTIONS CONCERNING THE COMPLETENESS OF THE

WORK SHALL BE ADDRESSED TO THE ARCHITECT PRIOR TO START OF CONSTRUCTION.

15. IT IS THE INTENT OF THESE DRAWINGS THAT EXISTING CONDITIONS TAKE PRECEDENCE OVER THE DIMENSIONED PLANS.

16. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES AND/OR ORDINANCES' IN THE EVENT OF A CONFLICT BETWEEN THE CONSTRUCTION DOCUMENTS AND AN APPLICABLE CODE, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ARCHITECT FOR DIRECTION AND RESOLUTION. FAILURE TO NOTIFY EITHER PARTIES PRIOR TO COMMENCEMENT OF THE WORK, SHALL MAKE THE CONTRACTOR RESPONSIBLE FOR ANY CORRECTIVE MEASURES NEEDED TO BRING THE PROBLEM INTO PROPER CONFORMANCE, WITHOUT ADDITIONAL COST

TO THE OWNER OR PROJECT.

17. ALL INTERIOR GLAZING/ GLASS SUBJECT TO HUMAN IMPACT SHALL CONFORM TO STANDARDS SET FORTH BY CHAPTER 24 OF THE 2003 ICBO

18. SHOULD THE DRAWINGS DISAGREE IN THEMSELVES, OR WITH THE SPECIFICATIONS, OR IF PROPRIETARY INFORMATION DISAGREES WITH PERFORMANCE REQUIREMENTS IN EITHER THE DRAWINGS OR THE SPECIFICATIONS, THE BETTER QUALITY OR GREATER QUANTITY OF THE WORK OR MATERIALS SHALL BE ESTIMATED UPON, AND UNLESS OTHERWISE ORDERED BY THE ARCHITECT IN WRITING, SHALL BE PREFORMED OR FURNISHED. SHOULD THE DISCREPANCIES OR DOUBT OCCUR, DO NOT PROCEED WITH THE WORK WITHOUT CLARIFICATION FROM THE ARCHITECT.

CONTRACTOR SHALL REQUEST CLARIFICATION IN SUFFICIENT TIME TO AVOID DELAYS AND INCREASES IN THE CONTRACT SUM.

19. IN CASE OF DISCREPANCIES THE FOLLOWING ORDER OF PRECEDENCE SHALL PREVAIL:

A. SPECIFICATIONS REFER TO QUALITY, DRAWINGS INDICATE QUANTITY.

B. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.

C. LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALED DRAWINGS.

D. SUPPLEMENTARY CONDITIONS TAKE PRECEDENCE OVER THE GENERAL CONDITIONS.

E. SPECIFICATIONS TAKE PRECEDENCE OVER GENERAL CONDITIONS.

20. SCALE AND DIMENSIONS: ALL DISCREPANCIES SHALL BE REFERRED TO THE ARCHITECT FOR FINAL ADJUSTMENT. CONFLICT BETWEEN TWO OR MORE DIMENSIONS APPLYING TO A COMMON POINT OR LINE SHALL BE REFERRED TO THE ARCHITECT FOR FINAL ADJUSTMENT. THE CONTRACTOR WILL BE HELD RESPONSIBLE WHEN THE ABSENCE OF SUCH PROCEDURE RESULTS IN FAILURE TO COORDINATE COMPONENT PARTS OR FIT THEM

PROPERLY INTO PLACE.

21. IF THE WORK IS REQUIRED IN MANNER TO MAKE IT IMPOSSIBLE TO PRODUCE FIRST CLASS WORK, OR SHOULD DISCREPANCIES APPEAR AMONG CONTRACT DOCUMENTS, REQUEST INTERPRETATIONS BEFORE PROCEEDING WITH WORK. IF CONTRACTOR FAILS TO MAKE SUCH REQUEST, NO EXCUSE WILL THEREAFTER BE ENTERTAINED FOR FAIL TO CARRY OUT THE WORK IN A SATISFACTORY MANNER.

22. SHOULD CONFLICTS OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, CONTRACTOR IS DEEMED TO HAVE ESTIMATED ON THE MOST EXPENSIVE WAY OF DOING THE WORK. UNLESS HE SHALL HAVE ASKED FOR AND OBTAINED WRITTEN DECISION BEFORE SUBMISSION OF

PROPOSAL AS TO WHICH METHOD WILL BE REQUIRED.

23. THE WORK INCLUDED UNDER THIS CONTRACT CONSIST OF ALL LABOR, MATERIALS, TRANSPORTATION, TOOLS AND EQUIPMENT NECESSARY FOR THE

CONSTRUCTION OF THE PROJECT, LEAVING ALL WORK READY FOR USE.

24. ALL WORK SHALL MEET OR EXCEED THE REQUIREMENTS OF ALL APPLICABLE BUILDING CODES, ORDINANCES AND REGULATIONS AS ADOPTED BY LOCAL AUTHORITIES HAVING JURISDICTION, COMPLETE WITH UP-TO-DATE AMENDMENTS THERETO.

25. STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DOCUMENTS ARE SUPPLEMENTAL TO THE ARCHITECTURAL DOCUMENTS. THE CONTRACTOR SHALL REVIEW ALL PLANS AND DRAWINGS. IN THE EVENT OF CONFLICTING STATEMENTS, INSUFFICIENT INFORMATION OR ERRORS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND OBTAIN CLARIFICATION BEFORE PROCEEDING WITH THE WORK. WORK INSTALLED WHERE

CONFLICTING CONDITIONS EXIST SHALL BE CORRECTED AT CONTRACTOR'S EXPENSE.

26. THE DRAWINGS INDICATE THE GENERAL EXTENT OF NEW CONSTRUCTION

NEW WORK NECESSARY TO ALLOW FOR A FINISHED JOB IN ACCORDANCE WITH THE INTENTION OF THE DRAWINGS IS INCLUDED REGARDLESS OF WHETHER SHOWN ON

THE DRAWINGS OR STATED IN THE NOTES.

27. WRITTEN DIMENSIONS TAKE PRECEDENCE. DO NOT SCALE THE DRAWINGS.

28. DETAILS NOTED AS "TYPICAL" SHALL APPLY IN ALL LIKE CONDITIONS UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION OF THIS PROJECT.

29. WHENEVER AN ARTICLE, DEVICE OR PIECE OF EQUIPMENT IS SHOWN, INDICATED OR REFERRED TO ON THE DRAWINGS OR IN THESE NOTES IN THE SINGULAR NUMBER, SUCH REFERENCES APPLY TO AS MANY SUCH ARTICLES AS ARE REQUIRED TO COMPLETE THE INSTALLATION.

30. THE STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENTS ARE IN PLACE. THE CONTRACTOR SHALL PROVIDE ALL SHORING AND BRACING NECESSARY TO ENSURE THE STABILITY OF ANY AND ALL PARTS OF THE BUILDING DURING CONSTRUCTION OR MOVEMENT OF HEAVY EQUIPMENT.

31. UNLESS SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS, NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, BORED OR OTHERWISE MODIFIED WITHOUT

PERMISSION OF THE STRUCTURAL ENGINEER.

32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES AND PROCEDURES EMPLOYED IN THE PERFORMANCE OF WORK IN, ON OR ABOUT THE JOB SITE. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL WORK PERFORMED BY SUBCONTRACTORS.

33. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK ON OR RELATED TO THIS PROJECT SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED AND SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATIONS OF THE U.S.

DEPARTMENT OF LABOR AND WITH ANY AND ALL OTHER APPLICABLE STATE AND/OR LOCAL SAFETY CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE OWNER AND ARCHITECT FOR ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON

THIS PROJECT.

34. PERMITS: BUILDING PERMITS BY CONTRACTOR. SUBCONTRACTORS WHOSE WORK IS NOT NORMALLY COVERED BY THE BUILDING PERMIT SUCH AS ELECTRICAL, MECHANICAL, PLUMBING AND ANY OFF-SITE WORK SHALL OBTAIN AND PAY FOR THEIR APPROPRIATE PERMITS.

35. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE PRIOR TO BEGINNING CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES OR UNIDENTIFIED CONDITIONS TO THE ARCHITECT FOR RESOLUTION BEFORE ANY WORK IS BEGUN.

36. THE CONTRACTOR SHALL VERIFY CLEARANCES FOR FIXTURES, UTILITIES CONNECTIONS, FLUES, VENTS, CHASES, ETC., BEFORE THE ORDERING OF, OR

INSTALLATION OF, ANY ITEMS OF THE WORK.

37. CONTRACTOR SHALL VERIFY WITH THE OWNER, PRIOR TO THE COMMENCEMENT OF THE WORK, OTHER WORK TO BE DONE BY THE OWNER OR BY SEPARATE

CONTRACTORS RELATED TO THE PROJECT.

38. CONTRACTOR SHALL VERIFY WITH THE OWNER, PRIOR TO THE COMMENCEMENT OF THE WORK, ITEMS TO BE SUPPLIED BY THE OWNER.

39. THE ARCHITECT'S REVIEW OF SHOP DRAWINGS SHALL NOT RELIEVE THE GENERAL CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS UNLESS HE HAS CALLED THE ARCHITECT'S ATTENTION (IN WRITING) TO SUCH DEVIATIONS AT THE TIME OF SUBMISSIONS NOR SHALL IT RELIEVE HIM OF

RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRAWINGS.

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DEMOLITION KEYNOTES D.-

D.1 DEMO EXISTING OVERHEAD BAFFLES FROM POST TO POST AS INDICATED IN EACH ROW OF BAFFLES.

ALL EXISTING WOOD THAT IS REMOVED WILL BE DISPOSED OF THROUGH PROPER ABATEMENT PROCEDURES.

D.2 DEMO EXISTING 2x POST WRAPS, POST AND CONCRETE PIERS AS INDICATED IN EACH ROW OF BAFFLES.

ALL EXISTING WOOD THAT IS REMOVED WILL BE DISPOSED OF THROUGH PROPER ABATEMENT PROCEDURES.

D.3 DEMO EXISTING 4x4 STANCHION, FLUSH TO EXISTING CONCRETE SLAB.

D.4 DEMO EXISTING 4x4 CROSS TIMBERS AT FIRING LINE AND SUPPLY TO OWNER FOR REUSE.

D.5 REMOVE EXISTING RED STRIPE FROM CONCRETE SLAB ALONG NEW FIRING LINE LOCATION

D.6 REMOVE EXISTING YELLOW STRIPE FROM CONCRETE SLAB ALONG NEW FIRING LINE LOCATION.

D.7 REMOVE EXISTING FIRING LANE INDICATOR SIGNS FROM ALL FIRING LANES, SALVAGE FOR REUSE.

D.8 DEMO EXISTING LIGHTING AND CONDUIT FROM THE BACK SIDE OF EXISTING BAFFLES THAT ARE BEING

REMOVED. DEMO CIRCUITRY BACK TO EXISTING ELECTRICAL PANEL.

D.9 DEMO EXISTING BERM AT END OF WALL AS REQUIRED TO ALLOW FOR VEHICULAR ACCESS TO NEW BULLET TRAP MAINTAIN UNIT. ALL EXISTING EXCESS SOIL WILL BE REDISTRIBUTED WITHIN THE CONFINES OF

THE EXISTING FIRING RANGE WALLS AND FENCED AREA.

D.10 DEMO EXISTING LANDSCAPING TIMBERS FROM BASE OF BERM.

ALL EXISTING WOOD THAT IS REMOVED WILL BE DISPOSED OF THROUGH PROPER ABATEMENT PROCEDURES.

D.11 DEMO OVERHEAD BAFFLE FROM UNDERSIDE OF EXISTING ROOF STRUCTURE.

ALL EXISTING WOOD THAT IS REMOVED WILL BE DISPOSED OF THROUGH PROPER ABATEMENT PROCEDURES.

D.12 NO SOIL WILL BE REMOVED FROM THE CONFINES OF THE EXISTING FIRING RANGE WITHOUT PRIOR APPROVAL FROM GOVERNING AUTHORITIES. ANY SOIL BEING REMOVED WILL BE DISPOSED OF THROUGH

PROPER ABATEMENT PROCEDURES.

GENERAL NOTES - DEMOLITION

The General Contractor as well as ALL Subcontractor's should read and understand the General Notes.

NO. GENERAL NOTES

1. ALL ABANDONED CORES AND CUT OUTS SHALL BE FILLED & SEALED PROPERLY.

ENSURE THAT ALL PATCH AND REPAIR OF COMPONENTS WITHIN THE FIRING RANGE DO NOT CREATE OR

PRODUCE ERRATIC RICOCHETS.

2.

3.

WHERE ELECTRICAL, LIGHTING AND SWITCHES ARE INDICATED TO REMAIN IN

ROOMS OR AREAS UNAFFECTED BY NEW CONSTRUCTION OR RENOVATION. THE GENERAL CONTRACTOR SHALL CONFIRM THE PROPER WORKING ORDER OF ALL DEVICES WITHIN THE ROOM OR AREA. ALL

DEVICES WITHIN THE ROOM OR AREA SHALL MATCH THE NEW DEVICES IN APPEARANCE.

4.

THOROUGHLY CLEAN ALL EXISTING LIGHT FIXTURES.

5.

ALL ABANDONED CONDUIT SHALL BE REMOVED.

6.

CONTRACTOR MUST WALK A "PRE-PUNCH" OF THE BUILDINGS COMMON/STAGING AREAS WITH TENANT AND BUILDING MANAGEMENT AND GENERATE A WRITTEN EVALUATION SIGNED BY ALL PARTIES PRIOR TO START OF CONSTRUCTION. ANY PRE-EXISTING CONDITIONS SHALL BE NOTED AT IS TIME. ANY DAMAGED ITEMS OR SURFACES FOUND AT COMPLETION SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO TENANT

BUILDING OWNER.

8.

MAINTAIN ALL EXITS AND EXIT PATHS DURING CONSTRUCTION. ALL EXIST LIGHTS SHALL REMAIN OPERATIONAL

DURING CONSTRUCTION.

THE SOIL UNDER THE FIRING RANGE HAS LOW LEVELS OF LEAD CONTAMINATION. A SPECIFIC SITE SAFETY AND HEALTH PLAN AS WELL AS A WORK PLAN WILL BE PREPARED AND SUBMITTED FOR APPROVAL TO THE GOVERNMENT PRIOR TO THE START OF CONSTRUCTION BY THE GENERAL CONTRACTOR. ALL WORKERS SHALL BE PROTECTED AND WORK SHALL BE PREFORMED IN ACCORDANCE WITH FEDERAL, STATE, LOCAL AND BUCKLEY AFB REGULATIONS AND LAWS. ANY SOIL IN THE THIS AREA CAN BE USED AS FILL ON THIS SITE. ANY EXCESS SOILS SHALL BE ASSUMED TO EXCEED THE REGULATORY LIMITS FOR LEAD CONTAMINATION AND SHALL BE DISPOSED OF AS HAZARDOUS WASTE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING

THE SOILS AS REQUIRED FOR DISPOSAL.

S y m b o l

S u b m it ta l N o

D e s c ri p ti o n D a te

A p p ro v a l

1/8" = 1'-0"

DEMOLITION PLAN

1/8" = 1'-0"

RANGE SECTION- DEMOLITION

Scale

C E

P ro je c t n u m b e r

U S

A C

E P ro je ct n u m b e r

D ra w n b y

C h e c k e d b y

T H

IS

S

H E

E T

IS

A

N O

R

IG

IN

A

L D

E S

IG

N

B Y

D W

G a s s o c ia te s

U N

D E

R (P

R O

P O

S A

L

U S

E O

F T

H

IS

D E

S

IG

N

IS

N O

T A

U T

H O

R

IZ

E D

A T

A N

Y T

IM

E

W

IT

H O

U T

W R

IT

T

E N

C O

N S

E N

T F

R O

M D

W G

A

S S

O C

IA

T

E S

D e s ig n e d b y

D a te D

R A

W

IN

G S

E T

C L A

S S

IF

IC

A T

IO

N

U S

A C

E P ro je ct co d e

C o n tr a c t n u m b e r

As indicated

B u c k le y A

F B

C o lo ra d o

AD101

RANGE

DEMOLITION

PLAN

C R

W U

-1

In te ri m

C A

T M

U p g ra d e

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

A F

-2 -0 k e m

K M

D W

G a s s o c ia te s

S y m b o l

S u b m it ta l N o

D e s c ri p ti o n D a te

A p p ro v a l

B U

D

E S

IG

N

N O

T F

O R

C O

N S

T R

U C

T

IO

N W

F

-0 -R

-0

D O

A u g

R e v ie w

C o m m e n ts

/1

C.1

1 2 3 4 5 6 7 8 9 10

AE301

C.2

C.6

C.1

AE301

C.5

C.3 C.4

C.7

C.7

C.8

C.9

AE302

EXISTING

RANGE

TOWER

C.11

C.12

A B C D

AE301

C.10

C.7

C.7

AE301

AE302

C.11

C.12

C.13

NOTE: ALL REFERENCE TO TARGET LINES ARE

SHOWN FOR CLARIFICATION ONLY. ALL

TARGETS, TARGET SUPPORTS AND OR

STANDS ARE NOT IN CONTRACT.

CONSTRUCTION KEYNOTES

C.1 NEW 8" P/C CONCRETE WALL PANELS.

C.2 5" CONCRETE SLAB ON GRADE AT FIRING STATIONS w/ 6x6 WWM & #5 DOWELS INTO EXISTING SLAB @ 24" o.c..

C.3 INSTALL 4x4 STANCHION. PAINT 4x4's RED. (COLOR AS APPROVED BY USACE)

C.4 INSTALL 2x6 CROSS BRACE ON 4x4 STANTON. PAINT 2x6 RED. (COLOR AS APPROVED BY USACE)

C.5 PAINT 4" WIDE (RED) STRIPES AT FRONT EDGE OF FIRING LINE & IN BETWEEN EACH SHOOTING LANE. (COLOR AS APPROVED BY USACE)

C.6 PAINT 4" WIDE (YELLOW) STRIPE AT BACK EDGE OF FIRING LINE. (COLOR AS APPROVED BY USACE)

C.7 INSTALL NEW LANE NUMBER SIGNS, ABOVE EACH LANE.

C.8 CONCRETE SLAB ON GRADE UNDER BULLET TRAP.

C.9 INSTALL BULLET TRAP SYSTEM WITH BLOWER/ FILTER AND DUCT WORK. (PATRIOT M-18)

C.10 12" CMU SOLID FILLED BLOCK WALL

C.11 NEW BIRD NETTING WALL FROM CONCRETE SLAB TO UNDER SIDE OF EXISTING WOODEN BAFFLE THAT IS TO REMAIN

C.12 NEW BIRD NETTING GATE WITH PAD LOCK HASP ON THE INTERIOR OF RANGE BUILDING

C.-

C.13 CONCRETE SLAB UNDER BLOWER/ FILTER UNIT

NO. GENERAL NOTES

1. DIMENSIONS NOTED "CLEAR" OR "CLR" OR "HOLD" SHALL BE ACCURATELY MAINTAINED, ALLOW FOR THICKNESS OF ALL WALL FINISHES. HOLD DIMENSION TO WITH IN 1/8"+/-, ALL DEVIATION SHALL BE APPROVED BY ARCHITECT DURING LAYOUT.

2. ALL WORK SHALL BE ERECTED AND INSTALL PLUMB, LEVEL, SQUARE, ALIGNED WITH ADJACENT AND TRUE.

3.

4.

ALL DIMENSIONS TO THE EXISTING EXTERIOR WALLS ARE TO THE INSIDE FACE OF THE EXISTING GWB, U.N.O.

5.

6.

ARCHITECT TO VERIFY "CHALK LAYOUT" PRIOR TO CONSTRUCTION DURING THE LAYOUT PHASE.

THE CONTRACTOR WILL NOTIFY THE ARCHITECT OF ANY AND ALL DIMENSIONAL DISCREPANCIES PRIOR TO CONSTRUCTION.

7.

THE CONTRACTOR SHALL INSPECT ALL FLOOR SURFACES PRIOR TO THE START OF CONSTRUCTION TO VERIFY IF FLOOR

PATCHING &/OR LEVELING WILL BE REQUIRED TO FOR PROPER EXECUTION OF THE WORK..

IT IS THE INTENT OF THE DRAWINGS THAT EXISTING CONSTRUCTION TAKE PRECEDENCE OVER THE DIMENSIONED PLANS.

THE CONTRACTOR IS TO NOTIFY THE ARCHITECT OF ANY AND ALL DIMENSIONAL DISCREPANCIES PRIOR TO

PROCEEDING WITH CONSTRUCTION.

GENERAL NOTES - CONSTRUCTION

The General Contractor as well as ALL Subcontractor's should read and understand the General Notes.

THE SOIL UNDER THE FIRING RANGE HAS LOW LEVELS OF LEAD CONTAMINATION. A SPECIFIC SITE SAFETY AND HEALTH PLAN AS WELL AS A WORK PLAN WILL BE PREPARED AND SUBMITTED FOR APPROVAL TO THE GOVERNMENT PRIOR TO THE START OF CONSTRUCTION BY THE GENERAL CONTRACTOR. ALL WORKERS SHALL BE PROTECTED AND WORK SHALL BE PREFORMED IN ACCORDANCE WITH FEDERAL, STATE, LOCAL AND BUCKLEY AFB REGULATIONS AND LAWS. ANY SOIL IN THE THIS AREA CAN BE USED AS FILL ON THIS SITE. ANY EXCESS SOILS SHALL BE ASSUMED TO EXCEED THE REGULATORY LIMITS FOR LEAD CONTAMINATION AND SHALL BE DISPOSED OF AS HAZARDOUS WASTE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING

THE SOILS AS REQUIRED FOR DISPOSAL.

AE101

OVERHEAD FLAT

BAFFLE

EXISTING 4X4

STANCHION

1/2" POLY BIRD NETTING

CONCRETE SLAB

2x4 VERT GATE JAMB

FRAME

DBL 2x4 VERT GATE

JAMB FRAME

2x4 GATE FRAME W/ 3

SURFACE HINGES &

PADLOCK HASP

2x4 HORIZ FRAME

EXISTING 4x4 STANCHION

1/2" POLY BIRD NETTING

1x2 BATTEN NAILER OVER NETTING VERT 2x4 FRAME NAILED TO EXISTING STANCHION

2x4 VERT GATE JAMB FRAME

SURFACE MOUNTED HINGE

1x2 GATE STOP NAILED TO VERT 2x4 GATE JAMB

FRAME

2x4 GATE FRAME

1/2" POLY BIRD NETTING

ON GATE

S y m b o l

S u b m it ta l N o

D e s c ri p ti o n D a te

A p p ro v a l

1/8" = 1'-0"

CONSTRUCTION PLAN

Scale

C E

P ro je c t n u m b e r

U S

A C

E P ro je ct n u m b e r

D ra w n b y

C h e c k e d b y

T H

IS

S

H E

E T

IS

A

N O

R

IG

IN

A

L D

E S

IG

N

B Y

D W

G a s s o c ia te s

U N

D E

R (P

R O

P O

S A

L

U S

E O

F T

H

IS

D E

S

IG

N

IS

N O

T A

U T

H O

R

IZ

E D

A T

A N

Y T

IM

E

W

IT

H O

U T

W R

IT

T

E N

C O

N S

E N

T F

R O

M D

W G

A

S S

O C

IA

T

E S

D e s ig n e d b y

D a te D

R A

W

IN

G S

E T

C L A

S S

IF

IC

A T

IO

N

U S

A C

E P ro je ct co d e

C o n tr a c t n u m b e r

As indicated

B u c k le y A

F B

C o lo ra d o

AE101

RANGE

CONSTRUCTION

PLAN

C R

W U

-1

In te ri m

C A

T M

U p g ra d e

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

A F

-2 -0 k e m

K M

D W

G a s s o c ia te s

S y m b o l

S u b m it ta l N o

D e s c ri p ti o n D a te

A p p ro v a l

B U

D

E S

IG

N

N O

T F

O R

C O

N S

T R

U C

T

IO

N W

F

-0 -R

-0

D O

A u g

R e v ie w

C o m m e n ts

/1

/1

1/2" = 1'-0"

BIRD NETTING GATE ELEVATION

1 1/2" = 1'-0"

BIRD NETTING GATE DETAIL

AE301

AE301

AE302

RC.2

RC.1

RC.2

A B C D

RC.3

RC.4

AE301

7' - 0" 11' - 6" 11' - 6" 11' - 6" 11' - 6" 7' - 0"

RC.3

RC.5

RC.6

AE301

North

BAFFLE CONSTRUCTION KEYNOTES

RC.1 INSTALL POLY BIRD NETTING OVER 2x WOODEN FRAME WORK FROM THE BOTTOM OF EXISTING BAFFLE

TO EXISTING CONCRETE FLOOR SLAB.

RC.2 INSTALL NEW LIGHTING PER ELECTRICAL DRAWINGS. FIELD VERIFY ALL MOUNTING CONDITIONS

WITH APPROVED FIXTURES. ALL FIXTURES DOWN RANGE TO BE MOUNTED OUT OF THE

DIRECT LINE OF FIRE.

RC.3 INSTALL NEW PLYWOOD OVER STEEL BAFFLE PLATE SYSTEMS.

RC.4 BULLET TRAP OVERHEAD CANOPY BY PATRIOT RANGE TECHNOLOGIES.

RC.5 EXISTING ROOF STRUCTURE TO REMAIN.

RC.6 EXISTING LIGHT FIXTURES TO REMAIN.

RC.-

GENERAL NOTES - BAFFLES

The General Contractor as well as ALL Subcontractor's should read and understand the General Notes.

NO. GENERAL NOTES

1. THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE BAFFLE & BIRD SCREEN WORK WORK TO ENSURE CLEARANCES FOR FIXTURES, EXIT SIGNS AND OTHER EQUIPMENT OR DEVICES NECESSARY TO

MAINTAIN THE FINISHED HEIGHT INDICATED ON THE DRAWINGS

2.

3.

ALL BOTTOM OF BAFFLE HEIGHTS ARE REFERENCED FROM THE TOP OF THE FIRING LINE FLOOR SLAB TO THE BOTTOM

OF THE FINISHED BAFFLE SYSTEM. U.N.O.

4.

THE BAFFLE & BIRD SCREEN SYSTEMS SHALL BE LEVEL.

THE SOIL UNDER THE FIRING RANGE HAS LOW LEVELS OF LEAD CONTAMINATION. A SPECIFIC SITE SAFETY AND HEALTH PLAN AS WELL AS A WORK PLAN WILL BE PREPARED AND SUBMITTED FOR APPROVAL TO THE GOVERNMENT PRIOR TO THE START OF CONSTRUCTION BY THE GENERAL CONTRACTOR. ALL WORKERS SHALL BE PROTECTED AND WORK SHALL BE PREFORMED IN ACCORDANCE WITH FEDERAL, STATE, LOCAL AND BUCKLEY AFB REGULATIONS AND LAWS. ANY SOIL IN THE THIS AREA CAN BE USED AS FILL ON THIS SITE. ANY EXCESS SOILS SHALL BE ASSUMED TO EXCEED THE REGULATORY LIMITS FOR LEAD CONTAMINATION AND SHALL BE DISPOSED OF AS HAZARDOUS WASTE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING

THE SOILS AS REQUIRED FOR DISPOSAL.

S y m b o l

S u b m it ta l N o

D e s c ri p ti o n D a te

A p p ro v a l

1/8" = 1'-0"

CONSTRUCTION REFLECTED CEILING PLAN Scale

C E

P ro je c t n u m b e r

U S

A C

E P ro je ct n u m b e r

D ra w n b y

C h e c k e d b y

T H

IS

S

H E

E T

IS

A

N O

R

IG

IN

A

L D

E S

IG

N

B Y

D W

G a s s o c ia te s

U N

D E

R (P

R O

P O

S A

L

U S

E O

F T

H

IS

D E

S

IG

N

IS

N O

T A

U T

H O

R

IZ

E D

A T

A N

Y T

IM

E

W

IT

H O

U T

W R

IT

T

E N

C O

N S

E N

T F

R O

M D

W G

A

S S

O C

IA

T

E S

D e s ig n e d b y

D a te D

R A

W

IN

G S

E T

C L A

S S

IF

IC

A T

IO

N

U S

A C

E P ro je ct co d e

C o n tr a c t n u m b e r

As indicated

B u c k le y A

F B

C o lo ra d o

AE102

RANGE

REFLECTED

CEILING PLAN

C R

W U

-1

In te ri m

C A

T M

U p g ra d e

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

A F

-2 -0 k e m

K M

D W

G a s s o c ia te s

S y m b o l

S u b m it ta l N o

D e s c ri p ti o n D a te

A p p ro v a l

B U

D

E S

IG

N

N O

T F

O R

C O

N S

T R

U C

T

IO

N W

F

-0 -R

-0

D O

A u g

R e v ie w

C o m m e n ts D a te

B.1

AE301

AE301

A

B C

D

B.2

B.3

B.4

B.5

B.6

B.10

B.9

B.8

B.7

B.11

B.10

B.9

B.8

B.7

B.10

B.9

B.8

B.7

B.10

B.9

B.8

B.7

BAFFLE CONSTRUCTION KEYNOTES

B.1 INSTALL BIRD NETTING BETWEEN EXISTING ROOF STRUCTURE & NEW BAFFLE SUPPORT.

B.2 EXISTING ROOF STRUCTURE TO REMAIN.

B.3 BAFFLE EDGE ANGLE SUPPORTS. (TYP)

B.4 BAFFLE PURLIN SUPPORTS. (TYP)

B.5 BAFFLE PLATING SHOWN REMOVED FOR CLARITY.

B.6 BAFFLE GIRDERS. (TYP)

B-

B.7 1/2" SQ POLY BIRD NETTING OVER TOP OF BAFFLES. ANCHOR NETTING TO CABLE @ 12" MIN ON

PERIMETER & AT OVERLAP SLICE CABLES

B.8 3/16" SS CABLE ANCHOR TO EYE BOLT AT ONE END & TURN BUCKLE ON THE OPPOSITE END.

STRETCH CABLE PARALLEL TO TRUSS BETWEEN EYE BOLTS ON TOP OF P/C WALLS.

B.9 3/16" SS CABLE ANCHOR TO EYE BOLT AT ONE END & TURN BUCKLE ON THE OPPOSITE END.

STRETCH CABLE ALONG OF WALL THOUGH EYE BOLTS ON TOP OF P/C WALLS.

B.10 1/2" EYE BOLT MASONRY ANCHOR IN TOP OF P/C WALL @ EA TRUSS

B.11 ANCHOR BIRD NETTING TO EXISTING ROOF W/ 1/2" METAL TERMINATION BAR SCREWED TO

RIDGE CAP

GENERAL NOTES

The General Contractor as well as ALL Subcontractor's should read and understand the General Notes.

1. THE SOIL UNDER THE FIRING RANGE HAS LOW LEVELS OF LEAD CONTAMINATION. A SPECIFIC SITE SAFETY AND HEALTH PLAN AS WELL AS A WORK PLAN WILL BE PREPARED AND SUBMITTED FOR APPROVAL TO THE GOVERNMENT PRIOR TO THE START OF CONSTRUCTION BY THE GENERAL CONTRACTOR. ALL WORKERS SHALL BE PROTECTED AND WORK SHALL BE PREFORMED IN ACCORDANCE WITH FEDERAL, STATE, LOCAL AND BUCKLEY AFB REGULATIONS AND LAWS. ANY SOIL IN THE THIS AREA CAN BE USED AS FILL ON THIS SITE. ANY EXCESS SOILS SHALL BE ASSUMED TO EXCEED THE REGULATORY LIMITS FOR LEAD CONTAMINATION AND SHALL BE DISPOSED OF AS HAZARDOUS WASTE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING

THE SOILS AS REQUIRED FOR DISPOSAL.

Scale

T H

IS

S

H E

E T

IS

A

N O

R

IG

IN

A

L D

E S

IG

N

B Y

D W

G a s s o c ia te s

U N

D E

R (P

R O

P O

S A

L

U S

E O

F T

H

IS

D E

S

IG

N

IS

N O

T A

U T

H O

R

IZ

E D

A T

A N

Y T

IM

E

W

IT

H O

U T

W R

IT

T

E N

C O

N S

E N

T F

R O

M D

W G

A

S S

O C

IA

T

E S

S y m b o l

S u b m it ta l N o

D e s c ri p ti o n D a te

A p p ro v a l

1/8" = 1'-0"

ROOF BAFFLE CONSTRUCTION PLAN

Scale

C E

P ro je c t n u m b e r

U S

A C

E P ro je ct n u m b e r

D ra w n b y

C h e c k e d b y

T H

IS

S

H E

E T

IS

A

N O

R

IG

IN

A

L D

E S

IG

N

B Y

D W

G a s s o c ia te s

U N

D E

R (P

R O

P O

S A

L

U S

E O

F T

H

IS

D E

S

IG

N

IS

N O

T A

U T

H O

R

IZ

E D

A T

A N

Y T

IM

E

W

IT

H O

U T

W R

IT

T

E N

C O

N S

E N

T F

R O

M D

W G

A

S S

O C

IA

T

E S

D e s ig n e d b y

D a te D

R A

W

IN

G S

E T

C L A

S S

IF

IC

A T

IO

N

U S

A C

E P ro je ct co d e

C o n tr a c t n u m b e r

1/8" = 1'-0"

B u c k le y A

F B

C o lo ra d o

AE103

RANGE ROOF

BAFFLE PLAN

C R

W U

-1

In te ri m

C A

T M

U p g ra d e

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

A F

-2 -0 k e m

K M

D W

G a s s o c ia te s

S y m b o l

S u b m it ta l N o

D e s c ri p ti o n D a te

A p p ro v a l

B U

D

E S

IG

N

N O

T F

O R

C O

N S

T R

U C

T

IO

N W

F

-0 -R

-0

D O

A u g

R e v ie w

C o m m e n ts

/1

FIRING PLATFORM

0"

94' - 0" 8' - 8"

AE301

AE301

21' - 7 1/2"

7' - 8" 10' - 11 1/2"

AE302

(7 METER TARGET)

22' - 11 1/2"

(15 METER TARGET)

49' - 2 1/2"

(25 METER TARGET)

82' - 0 1/2"

7' - 9"

12' - 6"

.0

18' - 9" 10' - 0"

16' - 1 1/2" 12' - 7 1/2"

/2

12' - 0" 13' - 8" 13' - 8" 13' - 8" 13' - 8" 13' - 8" 13' - 8"

6" 3"

8" 5' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 12' - 6" 4"

101 2 3 4 5 6 7 8 9

AE301

AE302

AE302

AE303

AE302

AE302

1' - 2" 1' - 10"

EDGE OF EXISTING

CONCRETE SLAB

AE303

NOTE: ALL REFERENCE TO TARGET LINES ARE SHOWN

FOR CLARIFICATION ONLY. ALL TARGETS, TARGET

SUPPORTS AND OR STANDS ARE NOT IN CONTRACT.

1 2

10mm (AR500) STEEL PLATE

OVER FLANGE OF WT PURLIN

19mm PLYWOOD SHTG, SCREW TO PLATE w/

FLATHEAD COUNTERSUNK

SCREWS

11mm PLYWOOD SHTG SCREW TO PLYWD w/ #8 FLATHEAD SCREWS @ 11.8" o/c

1/2" SQUARE POLY BIRD MESH

CONTINUOUS WALL TO WALL

OVER TOP OF BAFFLES, OVERLAP

SPLICE 6" MIN, ANCHOR TO CABLE

12" O.C. MIN AT PERIMETER

OVERLAP

6" 3"

TOP OF PC WALL PANEL

WT PURLIN PER STRUCTURAL

COPE FLANGE AS REQUIRED FOR

WELD PLATE ATTACHMENT

PC EMBED PLATES

GIRDER SUPPORT SADDLE

BAFFLE SUPPORT GIRDER

PC EMBED PLATE

WT PURLIN PER STRUCTURAL

COPE WEB AS REQUIRED FOR

WELD PLATE ATTACHMENT

MIN BAFFLE ELEVATION

8'-0" AFF ABOVE FIRING LINE

.0

1/2" EYE BOLT MASONRY ANCHOR

IN TOP OF P/C WALL @ EA TRUSS

3/16" SS CABLE ANCHOR TO EYE

BOLT AT ONE END & TURN BUCKLE

ON THE OPPOSITE END, STRETCH

CABLE PARALLEL TO TRUSS

3/16" SS CABLE ANCHOR TO EYE

BOLT AT ONE END & TURN BUCKLE

ON THE OPPOSITE END, STRETCH

CABLE ALONG TOP OF WALL

THROUGH EYE BOLTS

FIRING PLATFORM

0"

1' - 9"1' - 9"

BACK FILL ALONG NEW WALL

w/ EXISTING ON-SITE MATERIAL, MATCH EXISTING ADJACENT

SURFACE MATERIAL & GRADE

EMBED PLATES FOR TRUSS

BEARING ANGLE ANCHORAGE

BOTTOM OF BAFFLES

8'-0" AFF

CONCRETE FOOTING

SEE STRUCTURAL;

C

GIRDER BRG

11'-10" AFF

TOP OF PC WALL

12'-4" AFF

PC WALL PANEL

BAFFLE PURLINS

BAFFLE GIRDER

BAFFLE PANEL

REINSTALL EXISTING

PEA GRAVEL SURFACE

1/2" SQUARE POLY BIRD MESH

CONTINUOUS WALL TO WALL

OVER TOP OF BAFFLES, OVERLAP SPLICE 6"

MIN, ANCHOR TO CABLE 12" O.C. MIN AT

PERIMETER

1/2" EYE BOLT MASONRY ANCHOR IN TOP OF

P/C WALL @ EA TRUSS

3/16" SS CABLE ANCHOR TO EYE BOLT AT ONE

END & TURN BUCKLE ON THE OPPOSITE END,

STRETCH CABLE PARALLEL TO TRUSS

3/16" SS CABLE ANCHOR TO EYE BOLT AT

ONE END & TURN BUCKLE ON THE OPPOSITE

END, STRETCH CABLE ALONG TOP OF WALL

THROUGH EYE BOLTS

FIRING PLATFORM

0"

C

AE302

AE302

1' - 6" 1' - 6"

OVERHEAD FLAT BAFFLE

4X4 STANCHION, EMBED INTO

16" dia CONCRETE PIER.

HOLD TOP OF PIER 4" BELOW

FINISH CONCRETE SLAB

2x6 CROSS BRACE, BOLT TO 4x4 STANCHION w/ 2- 1/2" THRU

BOLTS & WASHERS

4" CONCRETE SLAB

EXISTING ROOF STRUCTURE TO REMAIN 1/2" POLY BIRD NETTING

CLOSURE

SEE DETAIL

12" CMU GROUTED SOLID

CONCRETE FOOTING

SEE STRUCTURE

V A

R

IE

S

EXISTING WOODEN BAFFLE

SYSTEM TO REMAIN

EXISTING 4x4 TO REMAIN

EXISTING BUILDING STRUCTURE

NAIL 2x4 TO EXISTING BAFFLES w/ 8d NAILS @ 12" O.C.

2x4 CROSS RUNNER ANCHOR TO FACE OF EXISTING 4x4 POST

/2

1 1/2" 2x4 TREADED BOTTOM PLATE BETWEEN EXISTING 4x4 POST

RAM-SET TO CONCRETE FLOOR

1/2" POLY BIRD SCREEN MESH

FROM CONCRETE FLOOR

TO BOTTOM OF EXISTING

WOODEN BAFFLES

EXISTING CONCRETE FLOOR

1x2 BATTEN STRIP NAILED TO PLATE

WRAP NETTING AROUND BATTEN

PRIOR TO NAILING TO PLATE

1x2 BATTEN STRIP NAILED TO

CROSS RUNNER OVER TOP OF

NETTING

1x2 BATTEN STRIP NAILED TO PLATE

WRAP NETTING AROUND BATTEN

PRIOR TO NAILING TO PLATE

VERTICAL 2x4 NAILED TO EXISTING 4x4, FULL HGT TO

BAFFLE ABOVE

S y m b o l

S u b m it ta l N o

D e s c ri p ti o n D a te

A p p ro v a l

3/16" = 1'-0"

RANGE SECTION- CONSTRUCTION

1 1/2" = 1'-0"

BAFFLE CONSTRUCTION

3/4" = 1'-0"

WALL SECTION

3/4" = 1'-0"

CMU WALL SECTION

3/4" = 1'-0"

BIRD SCREEN WALL DETAIL

Scale

C E

P ro je c t n u m b e r

U S

A C

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D ra w n b y

C h e c k e d b y

T H

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S

H E

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IS

A

N O

R

IG

IN

A

L D

E S

IG

N

B Y

D W

G a s s o c ia te s

U N

D E

R (P

R O

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L

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E O

F T

H

IS

D E

S

IG

N

IS

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IM

E

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IT

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A

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D e s ig n e d b y

D a te D

R A

W

IN

G S

E T

C L A

S S

IF

IC

A T

IO

N

U S

A C

E P ro je ct co d e

C o n tr a c t n u m b e r

As indicated

B u c k le y A

F B

C o lo ra d o

AE301

BUILDING &

WALL

SECTIONS

C R

W U

-1

In te ri m

C A

T M

U p g ra d e

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

A F

-2 -0 k e m

K M

D W

G a s s o c ia te s

S y m b o l

S u b m it ta l N o

D e s c ri p ti o n D a te

A p p ro v a l

B U

D

E S

IG

N

N O

T F

O R

C O

N S

T R

U C

T

IO

N W

F

-0 -R

-0

D O

A u g

R e v ie w

C o m m e n ts

/1

FIRING PLATFORM

0"

NEW BAFFLE

EXISTING ROOF STRUCTURE

BIRD WIRE MESH

EXISTING COLUMN

4x4 STANCHION

EXISTING CONCRETE FLOOR

BIRD WIRE MESH

VERTICAL

NEW STRIP LIGHT

3' - 0" 2' - 0"

1' - 0"

2x6 CROSS BRACE

AE302

Sim

EXISTING ROOF STRUCTURE

EXISTING BAFFLE SUPPORT RODS

TO REMAIN, EXTEND W/ COUPLERS

& SUPPORT NEW BAFFLE

9MM (AR500) STEEL PLATE

OVERLAP JOINTS 1" MIN

19MM PLYWOOD SCREWED

TO STEEL PLATES

11MM PLYWOOD SCREWED

TO PLYWOOD

NEW LIGHT SEE ELECT

BOTTOM OF BAFFLE

8'-0" AFF FIRING LINE

C

9MM (AR500) STEEL PLATE

OVERLAP JOINTS 1" MIN

19MM PLYWOOD SCREWED

TO STEEL PLATES

11MM PLYWOOD SCREWED

TO PLYWOOD

BOTTOM OF BAFFLE

8'-0" AFF FIRING LINE

1/2" SQ BIRD SCREEN WIRE

ANCHOR TO BOTTOM OF

EXISTING ROOFING & PURLINS

& TOP OF NEW CMU WALL

4x4x1/4" ANGLE BOLTED TO

CMU WALL TO SUPPORT

STEEL PLATE

12" CMU GROUTED SOLID

EXISTING ROOF & PURLINS

EXISTING WOODEN BAFFLE

TO REMAIN

2x4 FRAME SIZED TO FIT OPENING

ABOVE CMU WALL TO UNDERSIDE

OF EXISTING ROOFING & COVERED

W/ 1/2" SQ POLY BIRD NETTING

EXIST'G ROOF

BIRD NETTING

BEYOND

OVERHEAD BAFFLE

BAFFLE SUPER STRUCTURE

1/2" SQUARE POLY BIRD MESH

CONTINUOUS WALL TO WALL

OVER TOP OF BAFFLES, OVERLAP

SPLICE 6" MIN, ANCHOR TO CABLE

12" O.C. MIN AT PERIMETER

1/2" EYE BOLT MASONRY ANCHOR

IN TOP OF P/C WALL @ EA TRUSS

3/16" SS CABLE ANCHOR TO EYE

BOLT AT ONE END & TURN BUCKLE

ON THE OPPOSITE END, STRETCH

CABLE PARALLEL TO TRUSS

3/16" SS CABLE ANCHOR TO EYE

BOLT AT ONE END & TURN BUCKLE

ON THE OPPOSITE END, STRETCH

CABLE ALONG TOP OF WALL

THROUGH EYE BOLTS

1 2 7 1/2" 5' - 6 1/2"

/2

BULLET TRAP BAFFLE, 3/8" AR 500 IMPACT PLATES

ANCHORED TO BULLET TRAP FRAME WORK

OVERHEAD BAFFLE

4X4 ANGLE

BAFFLE SUPER STRUCTURE

P/C WALL BEYOND

BULLET TRAP WALL BEYOND

1/2" SQUARE POLY BIRD MESH

CONTINUOUS WALL TO WALL

OVER TOP OF BAFFLES, OVERLAP

SPLICE 6" MIN, ANCHOR TO CABLE

12" O.C. MIN AT PERIMETER

1/2" EYE BOLT MASONRY ANCHOR

IN TOP OF P/C WALL @ EA TRUSS

3/16" SS CABLE ANCHOR TO EYE

BOLT AT ONE END & TURN BUCKLE

ON THE OPPOSITE END, STRETCH

CABLE PARALLEL TO TRUSS

3/16" SS CABLE ANCHOR TO EYE

BOLT AT ONE END & TURN BUCKLE

ON THE OPPOSITE END, STRETCH

CABLE ALONG TOP OF WALL

THROUGH EYE BOLTS

1/2" SQUARE POLY BIRD NETTING

CONTINUOUS WALL TO WALL

FROM TOP OF BULLET TRAP TO

CABLE ABOVE

BULLET TRAP BAFFLE, 1/2" dia ALL-THREAD ROD FROM 4x4 ANGLE TO BULLET TRAP BRACKET SUPPORT

PRECAST CONC

PANEL

SEALANT & BACKER

ROD EACH SIDE AT

ALL JOINTS

1/2"

1/2"

1 1/2"

NOTCH CORNER @

TRAILING PANEL, TYP

TYP

/2

DIRECTION

OF FIRE

10MM DEFLECTION

PLATE @ PANEL

JOINT

C

8" PC WALL PANEL

12"CMU WALL

GROUTED SOLID

C

12" CMU WALL

2x4 ANCHORED TO END

OF CMU WALL

2x4 POST NAILED TO EXISTING 4x4 POST

1/2" POLY BIRD SCREEN

NETTING

EXISTING 4x4 POST TO REMAIN

1x2 BATTEN STRIP NAILED TO 2x4 FRAME OVER POLY

BIRD SCREEN NETTING S

y m b o l S u b m it ta l

N o

D e s c ri p ti o n

D a te A p p ro v a l

3/4" = 1'-0"

RANGE TOWER CROSS SECTION

1 1/2" = 1'-0"

BAFFLE DETAIL

1 1/2" = 1'-0"

TOP of CMU WALL BIRD SCREEN DETAIL

1 1/2" = 1'-0"

BAFFLE to EXISTING ROOF DETAIL 1 1/2" = 1'-0"

BAFFLE to BULLET TRAP DETAIL

1 1/2" = 1'-0"

P/C WALL PANEL JOINT DETAIL

1 1/2" = 1'-0"

PC WALL to CMU WALL DETAIL

1 1/2" = 1'-0"

BIRD SCREEN CORNER DETAIL

Scale

C E

P ro je c t n u m b e r

U S

A C

E P ro je ct n u m b e r

D ra w n b y

C h e c k e d b y

T H

IS

S

H E

E T

IS

A

N O

R

IG

IN

A

L D

E S

IG

N

B Y

D W

G a s s o c ia te s

U N

D E

R (P

R O

P O

S A

L

U S

E O

F T

H

IS

D E

S

IG

N

IS

N O

T A

U T

H O

R

IZ

E D

A T

A N

Y T

IM

E

W

IT

H O

U T

W R

IT

T

E N

C O

N S

E N

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R O

M D

W G

A

S S

O C

IA

T

E S

D e s ig n e d b y

D a te D

R A

W

IN

G S

E T

C L A

S S

IF

IC

A T

IO

N

U S

A C

E P ro je ct co d e

C o n tr a c t n u m b e r

As indicated

B u c k le y A

F B

C o lo ra d o

AE302

SECTIONS &

DETAILS

C R

W U

-1

In te ri m

C A

T M

U p g ra d e

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

A F

-2 -0 k e m

K M

D W

G a s s o c ia te s

S y m b o l

S u b m it ta l N o

D e s c ri p ti o n D a te

A p p ro v a l

B U

D

E S

IG

N

N O

T F

O R

C O

N S

T R

U C

T

IO

N W

F

-0 -R

-0

D O

A u g

R e v ie w

C o m m e n ts

/1

5'-101

22°

22°Ø4"Ø4"

124.93°

146.09°

129.02°

144.36°

117.37°

76.23°

DUST COLLECTION UNIT (DCU). 3,000 CFM @ 5" TSP

230 VAC DISCONNECT FOR DCU.

MOUNTED TO WALL

CYCLONIC CHAMBER & PARTICLE CANISTER.

HEPA FILTER HOUSING

15" EQUIPMENT RAIL

BULLET TRAP SIDEWALL

1'-4

6 1

5 8

7 7 8 "

8 1 16 "

2'-6

3 4

10'-7

1"

12" CONCRETE SLAB W/

#4- BAR (GR 60) @ 18" O.C. EACH WAY

TO AND BOTTOM

3/8" AR 500 HIGH CARBON STEEL IMPACT PLATES

SIZES ARE 48" W x 47.5" TALL EACH 1/2"x 13TPI NUT/FASTENERS WELDED AT BACKSIDE

FOR MOUNTING TO FRAME

1 1/5" x 3 1/2" KEYWAY

NOTCH IN FRONT TOP

EDGE OF CONCRETE SLAB

DUST COLLECTION DUCT SYSTEM

3/8" AR 500 HIGH CARBON STEEL IMPACT PLATES

SIZES ARE 48" W x 47.5" TALL EACH 1/2"x 13TPI NUT/FASTENERS WELDED AT BACKSIDE

FOR MOUNTING TO FRAME

1/2"x 13TPI ALL THREAD TO 4x4 ANGLE ON TOP OF JOIST

3/8" AR 500 HIGH CARBON STEEL IMPACT PLATES

SIDE WALL PANELS, PANELS ARE OFFSET BY 3/8" INTO

MOUNTING BRACKET FOR ASSURED SEAM COVERAGE

& BALLISTIC CONTAINMENT

2'-3 7/16" 8'-3 1/8" 7'-0 5/16" 3'-5 7/16"

8'-8 11/16"1'-9 5/8"

1'-7 3/16"

8" 45°

45 DEGREE KERF AT EACH PANEL JOINT.

PANEL JOINT TO BRACKET OVERLAP

3/8"AR-500 STEEL PANEL

STEEL BRACKET (3"X3" X 1

4") STITCH & PLUG WELDED

PLAN VIEW

SIDEWALL JOINT

3/8"GRADE 3 ZINC PLATED HARDWARE

45°

45 DEGREE KERF AT EACH PANEL JOINT.

3/8" AR-500 STEEL PANELCONCRETE WALL

PLAN VIEW

SIDEWALL JOINT TO CONCRETE WALL

STEEL BRACKET (3"X3" X 1

4") STITCH & PLUG WELDED

8" x 1 1/2 CONCRETE ANCHOR

WALL & PANEL ARE FLUSH

S y m b o l

S u b m it ta l N o

D e s c ri p ti o n D a te

A p p ro v a l

1/2" = 1'-0"1

BULLET TRAP REAR ELEVATION OF COLLECTION DRUMS

1/2" = 1'-0"

BULLET TRAP DRUM & CHAMBER SECTION

1/2" = 1'-0"

ELEVATION OF BLOWER FILTER UNIT

3/4" = 1'-0"

BULLET TRAP SECTION

3" = 1'-0"

SIDE WALL PANEL JOINT DETAIL

3" = 1'-0"

PC WALL to BT WALL DETAIL

Scale

C E

P ro je c t n u m b e r

U S

A C

E P ro je ct n u m b e r

D ra w n b y

C h e c k e d b y

T H

IS

S

H E

E T

IS

A

N O

R

IG

IN

A

L D

E S

IG

N

B Y

D W

G a s s o c ia te s

U N

D E

R (P

R O

P O

S A

L

U S

E O

F T

H

IS

D E

S

IG

N

IS

N O

T A

U T

H O

R

IZ

E D

A T

A N

Y T

IM

E

W

IT

H O

U T

W R

IT

T

E N

C O

N S

E N

T F

R O

M D

W G

A

S S

O C

IA

T

E S

D e s ig n e d b y

D a te D

R A

W

IN

G S

E T

C L A

S S

IF

IC

A T

IO

N

U S

A C

E P ro je ct co d e

C o n tr a c t n u m b e r

As indicated

B u c k le y A

F B

C o lo ra d o

AE303

SECTIONS &

DETAILS

C R

W U

-1

In te ri m

C A

T M

U p g ra d e

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

A F

-2 -0 k e m

K M

D W

G a s s o c ia te s

S y m b o l

S u b m it ta l N o

D e s c ri p ti o n D a te

A p p ro v a l

B U

D

E S

IG

N

N O

T F

O R

C O

N S

T R

U C

T

IO

N W

F

-0 -R

-0

D O

A u g

R e v ie w

C o m m e n ts

/1

Scale

C E

P ro je c t n u m b e r

U S

A C

E P ro je ct n u m b e r

D ra w n b y

C h e c k e d b y

T H

IS

S

H E

E T

IS

A

N O

R

IG

IN

A

L D

E S

IG

N

B Y

D W

G a s s o c ia te s

U N

D E

R (P

R O

P O

S A

L

U S

E O

F T

H

IS

D E

S

IG

N

IS

N O

T A

U T

H O

R

IZ

E D

A T

A N

Y T

IM

E

W

IT

H O

U T

W R

IT

T

E N

C O

N S

E N

T F

R O

M D

W G

A

S S

O C

IA

T

E S

D e s ig n e d b y

D a te D

R A

W

IN

G S

E T

C L A

S S

IF

IC

A T

IO

N

U S

A C

E P ro je ct co d e

C o n tr a c t n u m b e r

As indicated

B u c k le y A

F B

C o lo ra d o

SF101

FOUNDATION

PLAN

C R

W U

-1

In te ri m

C A

T M

U p g ra d e

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

A F

-2 -0

C

L

M W

R M

G E

N G

IN

E

E R

S S y m b o l S u b m it ta l

N o

D e s c ri p ti o n

D a te A p p ro v a l

B U

D

E S

IG

N

N O

T F

O R

C O

N S

T R

U C

T

IO

N W

F

-0 -R

-0

D O

A u g

/1

/1

R e v ie w C o m m e n ts

E

P ro je c t n u m b e r

U S

A C

E P ro je ct n u m b e r

D ra w n b y

C h e c k e d b y

T H

IS

S

H E

E T

IS

A

N O

R

IG

IN

A

L D

E S

IG

N

B Y

D W

G a s s o c ia te s

U N

D E

R (P

R O

P O

S A

L

U S

E O

F T

H

IS

D E

S

IG

N

IS

N O

T A

U T

H O

R

IZ

E D

A T

A N

Y T

IM

E

W

IT

H O

U T

W R

IT

T

E N

C O

N S

E N

T F

R O

M D

W G

A

S S

O C

IA

T

E S

D e s ig n e d b y

D a te D

R A

W

IN

G S

E T

C L A

S S

IF

IC

A T

IO

N

U S

A C

E P ro je ct co d e

C o n tr a c t n u m b e r

As indicated

B u c k le y A

F B

C o lo ra d o

SF102

ROOF

FRAMING PLAN

C R

W U

-1

In te ri m

C A

T M

U p g ra d e

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

A F

-2 -0

C

L

M W

R M

G E

N G

IN

E

E R

S S y m b o l S u b m it ta l

N o

D e s c ri p ti o n

D a te A p p ro v a l

B U

D

E S

IG

N

N O

T F

O R

C O

N S

T R

U C

T

IO

N W

F

-0 -R

-0

D O

A u g

/1

/1

R e v ie w C o m m e

E

P ro je c t n u m b e r

U S

A C

E P ro je ct n u m b e r

D ra w n b y

C h e c k e d b y

T H

IS

S

H E

E T

IS

A

N O

R

IG

IN

A

L D

E S

IG

N

B Y

D W

G a s s o c ia te s

U N

D E

R (P

R O

P O

S A

L

U S

E O

F T

H

IS

D E

S

IG

N

IS

N O

T A

U T

H O

R

IZ

E D

A T

A N

Y T

IM

E

W

IT

H O

U T

W R

IT

T

E N

C O

N S

E N

T F

R O

M D

W G

A

S S

O C

IA

T

E S

D e s ig n e d b y

D a te D

R A

W

IN

G S

E T

C L A

S S

IF

IC

A T

IO

N

U S

A C

E P ro je ct co d e

C o n tr a c t n u m b e r

As indicated

B u c k le y A

F B

C o lo ra d o

SF501

GENERAL

NOTES &

DETAILS

C R

W U

-1

In te ri m

C A

T M

U p g ra d e

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

A F

-2 -0

C

L

M W

R M

G E

N G

IN

E

E R

S S y m b o l S u b m it ta l

N o

D e s c ri p ti o n

D a te A p p ro v a l

B U

D

E S

IG

N

N O

T F

O R

C O

N S

T R

U C

T

IO

N W

F

-0 -R

-0

D O

A u g

/1

/1

R e v ie w C o m m e

E

P ro je c t n u m b e r

U S

A C

E P ro je ct n u m b e r

D ra w n b y

C h e c k e d b y

T H

IS

S

H E

E T

IS

A

N O

R

IG

IN

A

L D

E S

IG

N

B Y

D W

G a s s o c ia te s

U N

D E

R (P

R O

P O

S A

L

U S

E O

F T

H

IS

D E

S

IG

N

IS

N O

T A

U T

H O

R

IZ

E D

A T

A N

Y T

IM

E

W

IT

H O

U T

W R

IT

T

E N

C O

N S

E N

T F

R O

M D

W G

A

S S

O C

IA

T

E S

D e s ig n e d b y

D a te D

R A

W

IN

G S

E T

C L A

S S

IF

IC

A T

IO

N

U S

A C

E P ro je ct co d e

C o n tr a c t n u m b e r

As indicated

B u c k le y A

F B

C o lo ra d o

SF502

DETAILS

C R

W U

-1

In te ri m

C A

T M

U p g ra d e

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

A F

-2 -0

C

L

M W

R M

G E

N G

IN

E

E R

S S y m b o l S u b m it ta l

N o

D e s c ri p ti o n

D a te A p p ro v a l

B U

D

E S

IG

N

N O

T F

O R

C O

N S

T R

U C

T

IO

N W

F

-0 -R

-0

D O

A u g

/1

/1

R e v ie w C o m m e

A B C D

A B C D

Row 1

Row 2

Row 3

Row 4

Row5

Row 6

North 1/8" = 1'-0"

ELECTRICAL LIGHTING PLAN

SYMBOL

KEYED NOTE SYMBOL - ELECTRICAL

ABOVE FINISHED FLOORAFF

DOWNLIGHT. TYPE AND MOUNTING AS INDICATED IN FIXTURE SCHEDULE.

WALL MOUNTED EMERGENCY UNIT. SEE FIXTURE SCHEDULE FOR DETAILS.

ELECTRICAL SYMBOL LEGEND

DESCRIPTION

X

(E) EXISTING DEVICE

X

(R) RELOCATED DEVICE

1' X 4' SURFACE MOUNTED FIXTURE. A INDICATED FIXTURE TYPE.

JUNCTION BOXJ

7. COORDINATE LOCATION OF ALL ELECTRICAL DEVICES AND EQUIPMENT WITH OWNER AND ARCHITECTURAL.

9. RESOLVE ANY CONFLICT IN ELECTRICAL AND ARCHITECTURAL DRAWINGS PER ARCHITECTURAL.

SUPPORT OF THE NEW DESIGN.

6. PROVIDE ALL EQUIPMENT, DEVICES WIRING MATERIALS AND RELATED ITEMS NECESSARY AND REQUIRED INCLUDING

PAGES AND WORK.

5. ELECTRICAL GENERAL NOTES, SCHEDULES, ETC. SHOWN ON ANY ELECTRICAL PAGE SHALL APPLY TO ALL ELECTRICAL

4. PROVIDE THW/THWN WIRE, MINIMUM SIZE #12 AND COPPER CONDUCTORS, UNLESS OTHERWISE INDICATED.

3. PROVIDE GFCI RECEPTACLES WHERE REQUIRED BY THE EQUIPMENT MANUFACTURER OR THE NEC.

UNLESS OTHERWISE INDICATED.

2. CONTRACTOR SHALL SIZE ALL ELECTRICAL EQUIPMENT, INCLUDING WIRING AND CONDUIT, PER THE NEC

1. ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC), 2008 EDITION.

ALL NECESSARY ELEMENTS WHETHER OR NOT SHOWN TO COMPLETE THE ENTIRE ELECTRICAL INSTALLATION IN

SIZE CONDUCTORS PER NMEC AND NEC.

GENERAL NOTES: (APPLY TO ALL ELECTRICAL SHEETS)

12. ALL MATERIALS RESULTING FROM DEMOLITION SHALL BE DISPOSED OF BY CONTRACTOR PER OWNER'S DIRECTION.

MATERIALS TO BE RE-USED SHALL BE IDENTIFIED AND USED AS REQUIRED.

13. REMOVE AND REPLACE EXISTING LIGHTING AS NOTED. CONTRACTOR SHALL PROVIDE EXTRA WIRING, MOUNTING, AND

TERMINATIONS AS REQUIRED. SEE FIXTURE SCHEDULE AND PANEL SCHEDULE FOR DETAILS.

8. ALL LOCATIONS ARE APPROXIMATE, VERIFY WITH SITE VISIT AND OBTAIN OWNER APPROVAL.

10. ADJUST LOCATION OF LIGHTS TO AVOID CONFLICT WITH MECHANICAL AND TO FIT ARCHITECTURAL.

11. LIGHTING FIXTURE SCHEDULE AND PANEL SCHEDULE SHOWN APPLY TO ALL ELECTRICAL SHEETS.

14. EXISTING LIGHTING IN FIRING CONTROL TOWER AREA TO REMAIN.

15. ALL FIXTURES REMOVED SHALL BE OFFERED TO THE BAFB, ANY FIXTURES NOT WANTED SHALL BECOME

THE PROPERTY OF THE CONTRACTOR AND REMOVED FROM THE SITE.

16. PROVIDE LIGHTING FIXTURES PER FIXTURE SCHEDULE, INCLUDING LAMPS.

17. PROVIDE COMPLETE PANELBOARD PER PANEL BOARD SCHEDULE, INCLUDING CIRCUIT BREAKERS, GROUNDING

AND NEUTRAL TERMINALS, COVERS, ETC.

18. PROVIDE ALL POWER AND CONTROL WIRING, CONDUCTORS, BOXES, CONDUIT, ETC TO ENSURE PROPER OPERATION

OF ALL ELECTRICAL AND MECHANICAL EQUIPMENT, INCLUDING DUST COLLECTION UNIT.

19. PROVIDE NON-FUSED DISCONNECTS AT EACH PEICE OF NEW MECHANICAL EQUIPMENT. A SINGLE DISCONNECT MAY

SERVE MULTIPLE SMALL EQUIPMENT ITEMS, AS PER THE NEC.

20. PRIMARY SIDE OF NEW SINGLE-PHASE TRANSFORMER SHALL TIE IN TO EXISTING DISTRIBUTION SYSTEM. LOCATION

AND ROUTING SHALL BE CONFIRMED BY BUCKLEY AFB PERSONNEL.

B

SINGLE-POLE SWITCH.S

SINGLE-POLE SWITCH DIMMER.S

D

A B INDICATES ASSOCIATED DIMMER SWITCH. SEE FIXTURE SCHEDULE FOR

DETAILS.

PANELBOARD CABINET, SURFACE MOUNTED

HOME RUN CONDUIT TO PANEL WITH BRANCH CIRCUIT NUMBERS INDICATED.

P-2,4

NEW PAD MOUNTED TRANSFORMER

EXISTING PAD MOUNTED TRANSFORMER TO REMOVE.

UNDERGROUND CONDUIT

FIXTURE SCHEDULE

DISCONNECT.

UNDERSIDE OF PLYWOOD EXTENTION. PROVIDE NEW CONDUIT AND WIRE FROM NEW PANEL P TO NEW TYPE "A" FIXTURES.

1. PROVIDE FIXTURE FIXTURE TYPE "A" PER FIXTURE SCHEDULE. TYPE "A" SHALL SURFACE MOUNTED ON

KEYED NOTES: (APPLY TO ALL ELECTRICAL SHEETS)

21. CONTRACTOR SHALL USE STANDARD CAST COMPRESSION FITTINGS WHERE REQUIRED.

22. CONTRACTOR SHALL REMOVE EXISTING DOWNRANGE LIGHTING, CONDUIT, AND WIRING BACK TO PANEL.

THIS SHALL INCLUDE ALL "SPOT" LIGHTS MOUNTED ON ELEVATED BAFFLE SYSTEM.

23. CONTRACTOR SHALL REMOVE EXISTING SQUARE D 100A, SINGLE-PHASE PANEL ON EXTERIOR OF BUIDING.

PORTION OF BAFFLE SYSTEM (APPROXIMATELY 9' AFF). PROVIDE NEW CONDUIT AND WIRE FROM NEW PANEL P

2. PROVIDE FIXTURE FIXTURE TYPE "A" PER FIXTURE SCHEDULE. TYPE "A" SHALL BE CHAIN MOUNTED ABOVE LOWEST

SUPPORT CONDUIT AS REQUIRED.

TO NEW FIXTURES. SUPPORT CONDUIT AS REQUIRED ON BACK SIDE OF BAFFLE SYSTEM.

A A A A A

A A A A A

A A A A A

A A A A A

INDEPENDENTLY.

3. PROVIDE SWITCHING FOR TYPE "A" FIXTURES IN RANGE TOWER. EACH ROW OF 5 FIXTURES SHALL BE SWITCHED

A A A A A1 1 1 1 1

2 2 2 2 2

2 2 2 2 2

2 2 2 2 2

2 2 2 2 2

LOCATION IS APPROXIMATE. ACTUAL LOCATION TO BE DETERMINED BY OWNER.

4. CONTROL SWITCHING FOR ALL DOWNRANGE AND AREA TASK LIGHTING SHALL BE LOCATED IN RANGE TOWER.

PORTION OF BAFFLE SYSTEM ON VERTICAL BAFFLE SUPPORT. PROVIDE NEW CONDUIT AND WIRE FROM NEW PANEL P

5. PROVIDE FIXTURE FIXTURE TYPES "B/C" PER FIXTURE SCHEDULE. FIXTURE SHALL SURFACE MOUNTED ABOVE LOWEST

TO NEW FIXTURE. SUPPORT CONDUIT AS REQUIRED ON BACK OF BAFFLE SYSTEM. AIM EACH FIXTURE HEAD TO

ILLUMINATE ONE TARGET AT A POINT APPROXIMATELY 4' AFF.

SHALL BE SWITCHED INDEPENDENTLY ON A SEPARATE 2000W DIMMER (TYPICAL OF 3 DIMMERS) . EACH ROW OF 10

6. PROVIDE SWITCHING FOR TYPE B/C FIXTURES IN RANGE TOWER. EACH ROW OF 10 TYPE B FIXTURES (TWO WHITE SPOTS)

TYPE C FIXTURES (1 RED SPOT) SHALL BE SWITCHED INDEPENDENTLY ON A SEPARATE 1000 W DIMMER (TYPICAL OF 3

DIMMERS). DIMMER SWITCHES SHALL BE LOCATED IN RANGE TOWER. SEE KEYED NOTE 4.

6 6 6 6 6 6 6 6 6 6

5 5 5 5 5 5 5 5 5 5

24. PROVIDE ALL LIGHTING CONTROL IN RANGE TOWER. DIMMERS SHALL BE USED WITH FIXTURE TYPE B/C ONLY.

EMERGENCY SITUATIONS. LOCATIONS SHALL BE AT THE FIRING LINE AND DOWNRANGE (TYPICAL OF 4). LOCATIONS

7. PROVIDE NEW FIXTURE TYPE "D" PER FIXTURE SCHEDULE. TYPE "D" FIXTURES SHALL BE USED TO SIMULATE

SHALL BE VERIFIED BY OWNER BEFORE INSTALLATION. CONTROL SWITCHING SHALL BE LOCATED IN RANGE TOWER.

ALL TYPE "D" FIXTURES SHALL BE CONTROLLED FROM A SINGLE SWITCH. SEE KEYED NOTE 4 FOR FURTHER INFORMATION.

EMERGENCY SITUATIONS. LOCATIONS SHALL BE AT THE FIRING LINE AND DOWNRANGE (TYPICAL OF 4). LOCATIONS

8. PROVIDE NEW FIXTURE TYPE "E" PER FIXTURE SCHEDULE. TYPE "E" FIXTURES SHALL BE USED TO SIMULATE

SHALL BE VERIFIED BY OWNER BEFORE INSTALLATION. CONTROL SWITCHING SHALL BE LOCATED IN RANGE TOWER.

ALL TYPE "E" FIXTURES SHALL BE CONTROLLED FROM A SINGLE SWITCH. SEE KEYED NOTE 4 FOR FURTHER INFORMATION.

D D

E E

D D

E E

F F F F F F F F F F F F F F F F

A A A A A2 2 2 2 2

6 6 6 6 6 6 6 6 6 6

5 5 5 5 5 5 5 5 5 5

6 6 6 6 6 6 6 6 6 6

5 5 5 5 5 5 5 5 5 5

B/C B/C B/C B/C B/C B/C B/C B/C B/C B/C

B/C B/C B/C B/C B/C B/C B/C B/C B/C B/C

B/C B/C B/C B/C B/C B/C B/C B/C B/C B/C

9. ALL LIGHTING IN EXISTING RANGE TOWER SHALL REMAIN.

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ELECTRICAL POWER PLAN

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