Range drawings.pdf

43"

Other

22"

29"

36"

49"

Top

33"

24"

41"

#4

#6

#3

Size

#5

Bar

56"

37"

28"

Top

47"

37"

Other

25"

19"

31"

43"

Top

29"

22"

36"

34"

23"

17"

28"

Class B Tension Lap Splice

Other f'c = 3000 psi f'c = 4000 psi f'c = 5000 psi

33"

Other

17"

22"

28"

37"

Top

25"

19"

31"

#4

#6

#3

Size

#5

Bar

43"

29"

22"

Top

36"

29"

Other

19"

15"

24"

34"

Top

23"

17"

28"

26"

17"

13"

22"

Class A Development Length, ld

Other f'c = 3000 psi f'c = 4000 psi f'c = 5000 psi

DESIGN LOADS

Floor live load (unless otherwise noted)

Slab on ground ----------------------------------------------------------------------- 100 psf

Roof live load

Roof live load --------------------------------------------------------------------------- 20 psf

Roof snow load

Ground snow load (ASCE 7, Figure 7-1) -------------------------------------- Pg = 25 psf

Flat-roof snow load (ASCE 7, 7.3) ----------------------------------------------- Pf = 20 psf

Snow exposure factor (ASCE 7, Table 7-2) ----------------------------------- Ce = 0.9

Snow importance factor (ASCE 7, Table 7-4) --------------------------------- Is = 1.0

Thermal factor (ASCE 7, Table 7-3) --------------------------------------------- Ct = 1.2

Wind design data

Basic wind speed (3-second gust) (ASCE 7, Figure 6-1) ------------------ V = 90 mph

Wind importance factor (ASCE 7, Table 6-1) --------------------------------- Iw = 1.0

Occupancy category ( ASCE 7, Table 1-1 ) ------------------------------------- II

Wind exposure category ( ASCE 7, Section 6.5.6 ) --------------------------- C

Internal pressure coefficient (ASCE 7, Fig. 6-5) Encl. ----------------------- GCpi = ±0.18

Components and cladding

Effective Wind Area ---------------------------------------------------------- 10 ft² (1)

Zone 1 (Roof Interior) ------------------------------------------------------- +10.0, -17.7 psf

Zone 2 (Roof Edge) --------------------------------------------------------- +10.0, -29.5 ps f

Zone 3 (Roof Corner) ------------------------------------------------------- +10.0, -44.5 psf

Zone 4 (Wall Interior) ------------------------------------------------------- +17.7, -19.1 psf

Zone 5 (Wall Corner) ------------------------------------------------------- +17.7, -23.6 ps f

(+) Indicates pressure acting toward the surface

(-) Indicates pressure acting away from the surface

Edge and corner zones are defined as areas within 6'-0" of edge or corners

Uplift on canopies and overhangs ------------------------------------------------ 25.4 psf

(1) Components and cladding engineer may calculate wind loads based on actual effective wind area per ASCE 7

Earthquake design data

Seismic importance factor (ASCE 7, Table 11.5-1) -------------------------- Ie = 1.0

Occupancy category ( ASCE 7, Table 1-1) ------------------------------------- II

Mapped spectral response accelerations

Short period ------------------------------------------------------------------- Ss = 0.124 g

1-second period -------------------------------------------------------------- S1 = 0.049 g

Site class (assumed) ---------------------------------------------------------------- D

Spectral response coefficients

Short period ------------------------------------------------------------------- Sds = 0.132 g

1-second period -------------------------------------------------------------- Sd1 = 0.078 g

Seismic design category ------------------------------------------------------------ B

Basic seismic-force-resisting system (ASCE 7, Table 12.2-1)

A. Bearing wall systems

1. Ordinary Reinforced Concrete Shear Walls

Design base shear (ASCE 7, 12.8.1) -------------------------------------------- V = 6.2 Kips

Seismic response coefficient (ASCE 7, 12.8.1.1) ----------------------------- Cs = .03

Response modification factor (ASCE 7, Table 12.2-1) ---------------------- R = 4

Analysis procedure ------------------------------------------------------------------- Equivalent lateral force procedure

CODES AND STANDARDS

1. Building has been designed to, and shall be constructed in accordance with the following building codes and standards:

A. Pennsylvania Uniform Construction Code

B. 2009 International Building Code (IBC 2009)

C. 2009 International Existing Building Code (IEBC 2009)

D. ASCE 7-05, Minimum Design Loads for Buildings and Other Structures

E. ETL 11-18 Small Arms Range Design and Construction (19 April 2011)

2. Unless explicitly modified in the Contract Drawings and Specifications, the Contractor shall comply with provisions of:

A. ACI 301-08, Specifications for Structural Concrete

B. ACI 318-08, Building Code Requirements for Structural Concrete

C. ACI 530-08, Building Code Requirements for Masonry Structures

D. ACI 530.1-08, Specification for Masonry Structures

E. AISC 360-05, Specification for Structural Steel Buildings

F. AWS D1.1-04, Structural Welding Code - Steel

G. SJI 43rd Edition Standard Specifications and Load and Weight Tables for Steel

Joists and Joist Girders

GENERAL

1. All new construction shall comply with the Contract Documents and the Building Code.

2. Typical details and general notes apply to all parts of the work except where specifically detailed or unless otherwise noted.

3. The structural drawings illustrate structural members. Refer to architectural, mechanical, and electrical drawings for non-structural items which require special provisions during the construction of the structural members.

4. Drawings are not to be scaled.

5. Refer to architectural plans for floor depressions, openings, slopes, drains, curbs, pads, embedded items, non-bearing partitions, etc. Refer to mechanical and electrical plans for sleeves, openings, and hangers for pipes, ducts, and equipment.

6. The Contractor shall verify and be responsible for all dimensions and conditions which impact the work. Field verify sizes, elevations, hole locations, etc., prior to fabrication.

7. The Contractor shall carefully review the drawings to identify the scope of work required, visit the site to relate the scope of work to existing conditions and determine the extent to which those conditions and physical surroundings will impact the work.

8. Existing conditions as shown on these plans are for reference only. The Contractor is required to field verify all existing conditions prior to construction.

9. The Contractor shall resolve any conflicts on the drawings or in the specifications with the Architect/Engineer before proceeding with the work.

10. Any deviation, modification, or substitution from the approved set of structural drawings shall be submitted to the Owner, Architect, and Engineer for review/approval prior to its use or inclusion on the shop drawings.

11. The Contractor shall provide all necessary shores, braces, and guys required to support all loads to which the building structure and components, soils, other structures, and utilities may be subjected during construction. Shoring systems shall be designed, signed, and sealed by a professional engineer licensed in the jurisdiction where the project is located.

12. The Contractor shall provide means, method, techniques, sequence, and procedure of construction as required.

13. The Contractor shall protect all work, materials, and equipment from damage and shall provide proper storage facilities for materials and equipment during construction.

14. Site visits performed by the Architect/Engineer do not constitute inspections of means and methods of construction performed by the Contractor.

15. Structural observations performed by the Architect/Engineer during construction are not the continuous and special inspection services and do not waive the responsibility for the inspections required of the Building Department Inspector or the testing agency. Observations also do not guarantee the Contractor's performance and shall not be considered as supervision of construction.

16. The Contractor shall review shop drawings for completeness and compliance with contract documents. The Contractor shall stamp shop drawings prior to submission to the Architect and Engineer.

17. Review of the shop drawings by the Architect's Engineers shall not be construed as an authorization to deviate from the Contract Documents.

18. Shop drawings will not be processed if they are incomplete, lack coordination with relevant portion of contract documents, lack calculations if required, or if deviations, modifications, and substitutions are indicated without prior written approval from the

Architect/Engineer.

19. No pipes or ducts shall be embedded into structural members unless so shown on the plans or approved by the Engineer.

CONCRETE CONSTRUCTION

1. All concrete construction shall be in accordance with the latest Building Code

Requirements for Structural Concrete ACI 318 and ACI Detailing Manual, except that construction and removal of forms and reshoring shall be inspected by the

Contractor's engineer.

2. Reinforcing steel shall have the following minimum coverage. Place bars as near to the concrete surface as these minima permit wherever possible, unless noted otherwise:

A. Concrete poured against earth: 3"

B. Formed concrete in contact with earth: 2"

C. Exterior face of walls: 2"

D. All other wall faces, slabs, joists: 3/4" (#11 and smaller), 1 1/2" (#14 and #18)

3. Welded wire reinforcement for slabs on ground shall have a minimum top coverage of 1" and a maximum top coverage of 1 1/2", unless otherwise noted.

Reinforcement shall be positively supported and maintained in this position during placement of concrete.

4. Provide plastic-coated (not plastic-tipped) or stainless steel chairs in all concrete exposed to view in completed structure.

5. Construction joints shall be positioned so as not to change the structural design requirements. Framed floors and roofs shall have construction joints so that the ratio of length to width of a single pour shall not exceed 2. The location and size of all construction joints shall be approved by the Engineer. Submit proposed pour layout for Engineer's review and approval two weeks prior to placing concrete.

6. Welding of reinforcing bars (including tack welding) is not permitted without permission of Engineer in writing. Where and when permitted, welded rebars shall comply with ASTM A706 (Fy=60 ksi) and welding shall conform to AWS D1.4.

Welding shall be performed by certified welders.

7. All exposed corners of concrete beams, columns, walls, and steel members encased in concrete are to be chamfered 45°. Minimum chamfer to be 1/2".

8. Unless noted otherwise in project specifications or drawings, all exposed concrete subjected to freezing and thawing shall have a minimum cement content of 610 pounds per yard, a maximum water/cement ratio of 0.40, and 6%±1% of entrained air.

9. Drawings show typical reinforcing conditions. Contractor shall prepare detailed placement drawings of all conditions showing quantity, spacing, sizes, clearances, laps, intersections, and coverage required by the structural details, applicable code, and trade standards. Contractor shall notify reinforcing inspector of any adjustments from typical conditions which are proposed in placement drawings to facilitate field placement of reinforcing steel and concrete.

10. Bar bends shall be made cold. Bars shall not be bent after any portion of the bar is encased in concrete.

11. Splices (grade 60 deformed bars):

A. Lap all tension splices in accordance with the following tables. Provide Class

B Tension Lap Splices unless otherwise noted.

B. Increase tension or compression splice lengths by the following factors.

Increases are Cumulative:

1) Epoxy-coated bars: 1.5

D. Top bars are defined as horizontal bars with more than 12” of fresh concrete below.

LOOSE LINTEL SCHEDULE

1. Interior lintels shall be shop painted. Lintels exposed to weather shall be 3/8" minimum thickness and hot-dip galvanized.

2. Bottom plates in beam/plate assemblies shall be 1/2" less in width than the supported masonry wall. Stop bottom plates at face of masonry opening.

3. Weld bottom plates to lintels with continuous fillet welds (each side).

4. Steel lintels and lintel plates in exterior walls shall be fabricated, followed by hot-dip galvanizing of the complete assembly.

5. Lintels shall have minimum bearing at each end of 1" per foot of opening (6" minimum) except as detailed.

6. Lintels shall have 8" minimum solid masonry below bearing points and shall extend beyond the full bearing area.

7. Lintel bearing plates shall be held back 1/2" minimum from face of masonry at opening. Provide flexible caulk between lintel and masonry at this location. Match mortar color.

8. The following schedules apply to all non-bearing masonry walls and to bearing walls where lintels are not indicated on the structural drawings. See drawings for other lintels in bearing walls.

A. For 4", 8", 12", and 16" walls, provide one angle for each 4" of masonry wall thickness with 3 1/2" leg horizontal as follows:

Span Limits Angle Size

0'-0" to 4'-0" L3 x 3 1/2 x 1/4

4'-1" to 5'-6" L4 x 3 1/2 x 5/16

5'-7" to 7'-6" L5 x 3 1/2 x 5/16

7'-7" to 9'-6" L6 x 3 1/2 x 3/8

B. For 6" walls provide:

Span Limits Lintel Size

0'-0" to 4'-0" WT5x6

4'-1" to 5'-6" WT5x8.5

5'-7" to 9'-6" WT7x11 (interior)

STEEL CONSTRUCTION

1. Steel detailing, fabrication, and erection shall conform to the AISC Specification for

Structural Steel Buildings and Code of Standard Practice, and the AWS Structural

Welding Code.

2. Stresses occurring during fabrication, shipment, and erection shall be temporary and not excessive. Stresses at all times shall be less than design and allowable stresses. The full design and load-carrying capacity of the steel work shall not be impaired due to fabrication, shipment, or erection procedures. Throughout the complete process, the stability of all individual members and assembles shall be maintained.

3. The Contractor shall be responsible for the control of all erection procedures and sequences with relation to temperature differentials and weld shrinkage.

4. All additional steel required for erection purposes shall be provided at no additional cost and shall be removed unless approved by the Owner in writing.

5. Connections - welded or high strength bolted:

A. High-strength bolts shall be installed in accordance with "Specifications for

Structural Joints Using ASTM A325 or A490 Bolts".

B. A325SC or A490SC with hardened washers: use for all moment connections, wind connections, hangers, and other connections as noted on drawings.

C. A325N or A490N with hardened washers: use for all connections other than slip critical connections.

D. Provide hardened washers under nuts at all high-strength bolts, except where plate washers are used per AISC Specifications.

E. Unless snug tight connections are noted on the drawings as being permitted, all bolts should be tightened to full pretensioning load.

F. Use standard holes with the following exceptions: oversize holes are permitted when bolts are loaded in tension; short slotted holes are permitted for shear loading perpendicular to the slot.

G. Where minimum AISC fillet weld thickness requirement exceeds welds shown on details, or weld size is not specified, provide minimum AISC weld.

6. Welding electrodes shall be E70XX except where other electrodes are required for compatibility with material being welded.

7. All slip connections shall be provided with a means of preventing the nuts from unthreading.

8. Shop drawings are required and shall note type of electrodes, size of all welds, and type and size of all bolts. Shop drawings shall be prepared under the supervision of a professional engineer licensed in the jurisdiction where the project is located.

9. Primer, see specifications.

10. See all contract drawings for miscellaneous steel requirements.

11. All shop and field welding shall be performed by a recently certified welder.

12. All welding and high strength bolting must be inspected by a qualified testing laboratory. Laboratory shall be approved by the Architect and/or Engineer.

13. Do not weld to existing steel without written approval from the Engineer.

14. Provide 1/4" closure plates at all open ends of HSS members.

15. Miscellaneous hanging loads supported by steel members shall be applied in such a manner that no torsional forces are induced in the steel members, i.e., loads shall pass through the centerline of wide flange sections and through the shear center of channels.

STEEL JOIST CONSTRUCTION

1. Steel joist construction shall conform to the Standard Specifications and Code of

Standard Practice for Steel Joists and Joist Girders of the Steel Joist Institute, latest edition.

2. Provide steel joist end anchorage, bridging, and bridging anchorage in accordance with Standard Specifications of the Steel Joist Institute, latest edition. Weld steel joist bearing ends to steel supports or bearing plates.

3. When horizontal bridging is used at the top and bottom chords of steel joists, provide additional angle x-bridging as follows:

A. For bridging attached to masonry walls, provide additional angle x-bridging between the second, third, and fourth joists from exterior walls (second and third joist spaces).

B. For bridging attached to steel beams, provide additional angle x-bridging between the first, second, and third joists from spandrel beams (first and second joist spaces).

4. Provide header angles and double joists as required for openings. See structural and mechanical drawings.

5. Provide sloped end bearing where required.

6. In addition to the horizontal bridging required by the Steel Joist Institute for roof joists, provide a single line of bottom chord bridging near the first bottom chord panel point.

7. See drawings and specifications for uplift loads. Design joists and furnish bridging as required to resist and support uplift loads.

ABBREVIATIONS

@ At

ARCH. Architect or Architectural

BLDG. Building

BOTT. Bottom

BRG. Bearing

CANT. Cantilever

C.F.M.F. Cold Formed Metal Framing

C.J. Control Joint

CLR. Clear

CMU Concrete Masonry Unit

COL. Column

CONC. Concrete

CONN. Connection

CONST. Construction

CONT. Continuous

CONTR. Contractor

COORD. Coordinate

DET. Detail

DIA. or ø Diameter

DWG. Drawing

E.J. Expansion Joint

EL. Elevation

EMBED. Embedment

E.O.S. Edge of Slab

E.W. Each Way

EX. Existing

F.F.S. Frost-Free Slab

FTG. Footing

F.V. Field Verify

GA. Gauge or Gage

GALV. Galvanized

HORIZ. Horizontal

JT. Joint

MASY. Masonry

MAX. Maximum

MECH. Mechanical

MIN. Minimum

O.C. On Center

REF. Reference

REINF. Reinforcing or Reinforcement

REQD. Required

SECT. Section

SIM. Similar

S.O.G. Slab On Ground

TYP. Typical

VERT. Vertical

W/ With

WWR Welded Wire Reinforcement

DESIGN STRESSES

Concrete (strength design) minimum compressive strength in 28 days:

Topping Slab, Repair concrete (air-entrained)--------------------------------- f'c = 4,000 psi

Reinforcing bars (ASTM A615, Grade 60) ---------------------------------------------- Fy = 60,000 psi

Welded wire reinforcement (ASTM A185) ---------------------------------------------- fy = 70,000 psi

Structural steel W and S shapes

(ASTM A992 or ASTM A572/50) ------------------------------------------------ Fy = 50,000 psi

Structural steel other shapes (ASTM A36) --------------------------------------------- Fy = 36,000 psi

Anchor rods (F1554, Grade 36) unless otherwise noted --------------------------- Fy = 36,000 psi

Hollow structural sections (ASTM A500, Grade B)

Rectangular --------------------------------------------------------------------------- Fy = 46,000 psi

Steel joists (LH) ------------------------------------------------------------------------ min. Fy = 36,000 psi max. Fy = 50,000 psi

Masonry ----------------------------------------------------------------------------------------- f'm = 1,500 psi

Load-bearing CMU (ASTM C90)

Mortar (ASTM C270) --------------------------------------------------------------- Type M or S

Grout (ASTM C476) ---------------------------------------------------------------- 2,000 psi

Soil bearing pressure for foundations bearing strata (per As-Built Drawings)------------------------------------------ 2,000 psf

EX. 6"± CONC. S.O.G.

EX. 6"± CONC. S.O.G.

EX. 6"± CONC. S.O.G.

E X

.5

S

L O

P E

E X

.5

S

L O

P E

EX. C.J.

EX. C.J.

EX. C.J. EX. C.J.

EX. C.J.

EX. C.J.

E X

C

.J

E X

C

.J

E X

W

F

E X

W

F

E X

W

F

E X

C

.J

E X

C

.J

E X

C

.J

S L O

P E

EX. 8" CONC. CURB

EX. TRENCH

EX. 8" CONC. CURB

EX. 8" CONC. WALL

(TYP.)

EX. BULLET

TRAP

E X

W

F

EX. WF60

EX. WF24

EX. WF60 EX. WF60

E X

W

F

E X

W

F

A

8765432

EX. 4"± CONC. S.O.G.

E X

C

.J

E X

C

.J

E X

C

.J

E X

C

.J

E X

C

.J

E X

C

.J

E X

C

.J .5

S

L O

P E

S L O

P E

EX.

CP12x12

EF30 EX.

CP12x12

EX.

CP14x14

EX.

CP12x12

EX.

CP14x14

EX.

CP12x12

EX.

CP12x12

EF30

EF5040

EF30

EF5040

EF30 EF30

EF7030 EF7030 EX.

CP16x12

EX.

CP16x12

EX. 8" MASY. WALL

(TYP.)

1 4.1 5.1 9

B

A.5

B.1

10' - 4" ± 15' - 0" ± 15' - 0" ± 15' - 4" ± 15' - 4" ± 15' - 0" ± 15' - 0" ± 10' - 4" ±

9' - 4" ± 6' - 0" ±

4" ± 4" ±

3" CONC. TOPPING

W/ 6x6-W2.1xW2.1 WWR

SEE NOTE 2

3" CONC. TOPPING

W/ 6x6-W2.1xW2.1 WWR

SEE NOTE 2

JOINTS IN CONC. TOPPING

TO MATCH EX. C.J. (TYP.)

/4

S101

S101

OVERCUT NEW OPENING.

TOOTH 8" CMU INTO

EXISTING MASONRY AND

PROVIDE (1) #4 FULL

HEIGHT AT JAMB.

NOTES:

1. TOP OF EX. SLAB ON GRADE AT FIRING LINE ELEVATION AT 1156'-3 5/8". REFERENCE ELEVATION (0'-0")

TOP OF EX. CONCRETE FOOTINGS AT (-3'-0 5/8") U.O.N.

2. APPLY A BONDING ADHESIVE TO THE EXISTING SLAB ON GRADE PRIOR TO POURING THE TOPPING

SLAB. PRIOR TO APPLYING THE ADHESIVE, THE EXISTING SURFACE MUST BE CLEAN, STRONG, SATURATED SURFACE-DRY AND PREPARED IN ACCORDANCE WITH ICRI GUIDELINE NO. 310.2.

EX. SPREAD FOOTING

SCHEDULE

MARK SIZE

EF30

EF5040

EF7030

3'-0"x3'-0"x1'-0"±

5'-0"x4'-0"x1'-0"±

7'-0"x3'-0"x1'-0"±

EX. WALL FOOTING

SCHEDULE

MARK SIZE

EX. WF24 2'-0"x10"±

EX. WF36

EX. WF60

3'-0"x1'-0"±

6'-0"x1'-0"±

KEY PLAN

SMALL ARMS RANGE

RANGE BUILDING

AREA OF WORK

S.O.G.

(1156' - 3 5/8")

A

EX. CONC. S.O.G.

(SEE PLAN)

CONC. TOPPING SLAB

(SEE PLAN)

EX. CONC. S.O.G.

(SEE PLAN)

S.O.G.

(1156' - 3 5/8")

EX. CONC. S.O.G.

(SEE PLAN)EX. CONC. S.O.G.

(SEE PLAN)

CONC. TOPPING SLAB

(SEE PLAN)

EX. TRENCH DRAIN

EX. BULLET TRAP

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

6 " o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

6587 Hamilton Avenue Pittsburgh, Pennsylvania 15206 Ph: 412.287.7333 Fax: 412.287.7334 www.ae-works.com

AE Works Project Number:

ARCHITECTS/ENGINEERS CONSULTANTS

Date

CheckedDrawn Sheet Number

Plate of

Project Number

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

CORAOPOLIS, PA 15108-5000

Sheet Name

Scale

As Indicated

16017

BARBER & HOFFMAN, INC.

Cranberry Twp., PA 16066-6409

(724) 741-0848/Fax (724) 741-0849 e-mail: bh@barberhoffman.com

215 Executive Drive, Suite 202

Consulting Engineers

FIRING RANGE COMPLEX, BUILDING 701

/1

/2

:5

:5

A

M

REPAIR SMALL ARMS RANGE

DZAQ 15-0001A/B

NJBRAJ S101

12/13/2016

FOUNDATION PLAN AND NOTES

NORTH

PROJECT

NORTH

TRUE

1/8" = 1'-0"

FOUNDATION PLAN

SECTION

1/2" = 1'-0"

1 SECTION

1/2" = 1'-0"

NO REVISIONS TO THIS SHEET.

05/10/17

SEAL

Revision# Date

AS-BUILT PROJECT RECORD DRAWING

1 RECORD DRAWINGS 05/10/17

SYMBOLS LEGEND

DESCRIPTION SYMBOL

DRAWING BLOCK TITLE MARK

ITEM SCALE

ITEM TITLE / DESCRIPTION

ITEM NUMBER / LETTER

WALL SECTION MARK

A101

SHEET NUMBER

SECTION IDENTIFIER

BUILDING SECTION MARK

A101

SHEET NUMBER

SECTION IDENTIFIER

DETAIL INDICATOR

A101

DETAIL IDENTIFIER

SHEET NUMBER

LEADER

DETAIL BOUNDARY

EXTERIOR ELEVATION MARK

A100

INTERIOR ELEVATION MARK

(SINGLE VIEW)

A100

INTERIOR ELEVATION MARK

(MULTIPLE VIEWS)

A100

ELEVATION IDENTIFIER

SHEET NUMBER

ELEVATION IDENTIFIER

SHEET NUMBER

ELEVATION IDENTIFIER

SHEET NUMBER

NORTH ARROW

NORTH

PROJECT

NORTH

TRUE

ROOM NAME

ROOM NUMBER

ROOM NAME INDICATOR

COLUMN GRID IDENTIFICATION

GRID LINE IDENTICATION

COLUMN GRID LINE

DOOR IDENTIFICATION

1 DOOR NUMBER

W#WINDOW IDENTIFICATION WINDOW / CURTAINWALL TYPE

WALL TYPE IDENTIFICATION

M8 WALL TYPE INDICATOR

WALL

KEYED NOTE IDENTIFICATION

REVISION IDENTIFICATION

REVISION CLOUD

REVISION NUMBER

DATUM POINT IDENTIFICATION

LEVEL

10'-0"

ELEVATION RELATIVE TO

FIRST FLOOR TOP OF SLAB

WALL FINISH PT#

FINISH

EXTENT OF FINISH

ROOM NAME

DEMO PLAN - KEYED NOTE

PLAN - KEYED NOTE

WALL SECTION / EXTERIOR ELEVATION - KEYED NOTE

EARTH -

COMPACTED FILL

GRAVEL, CRUSHED STONE

SAND, GROUT, LIMESTONE

WOOD, FINISH

WOOD, FRAMING

THROUGH MEMBER

WOOD, FRAMING

INTERRUPTED MEMBER

PLYWOOD

ACOUSTIC TILE

RIGID INSULATION

TAPERED

INSULATION

BATT INSULATION

CONCRETE

BRICK

CONCRETE BLOCK

STEEL

GYPSUM BOARD, PLASTER

MATERIALS LEGEND :

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

6 " o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

6587 Hamilton Avenue Pittsburgh, Pennsylvania 15206 Ph: 412.287.7333 Fax: 412.287.7334 www.ae-works.com

AE Works Project Number:

ARCHITECTS/ENGINEERS

SEAL

Revision# Date

CONSULTANTS

Date

CheckedDrawn Sheet Number

Plate of

Project Number

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

CORAOPOLIS, PA 15108-5000

Sheet Name

Scale

As Indicated

/1

/2

:3 :3

P

M

REPAIR SMALL ARMS RANGE

FIRING RANGE COMPLEX, BUILDING 701

16017

DZAQ 15-0001A/B

PTRSJH A001

12/13/2016 164

AS-BUILT PROJECT RECORD DRAWING

ARCH SYMBOLS AND ABBREVIATIONS

SWBD SWITCHBOARD

SWGR SWITCHGEAR

SYM SYMMETRICAL TOP

T TOP

TA THROWAWAY

TAN TANGENT

TC TELECOMMUNICATIONS

CONTRACTOR

TCV TEMPERATURE CONTROL VALVE

TDV TRIPLE DUTY VALVE

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

TG TONGUE & GROOVE

TH THERMOMETER

THRES THRESHOLD

TR TEMPERATURE RISE

TRANS TRANSITION

TRANSR TRANSFORMER

TSTAT THERMOSTAT

TV TURNING VANES OR TELEVISION

TYP TYPICAL

UC UNDER CABINET OR UNDER CUT

UFD UNDER FLOOR DUCT

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITER'S LABORATORIES

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

V VOLT

VAL VALVE

VD VOLUME DAMPER

VENT VENTILATION

VERT VERTICAL

VFS VENTURI FLOW STATION

VIF VERIFY IN FIELD

VL VENT LINE

VR VAPOR RETARDER

VS VENT STACK

VTR VENT THROUGH ROOF

W WATT

W/ WITH

W/O WITHOUT

WB WET BULB

WC WALL COVERING

WCL WATER CLOSET

WD WOOD

WF WIDE FLANGE

WFMD WATER FLOW MEASURING DEVICE

WG WALL GUARD OR WATER GAUGE

WHCH WHEEL CHAIR

WIN WINDOW

WMS WIRE MESH SCREEN

WP WEATHERPROOF

WPS WALL PROTECTION SYSTEM

WSCT WAINSCOT

WT WINDOW TREATMENT

WTD WATER TEMPERATURE DROP

WWF WELDED WIRE FABRIC

X DEMO

XN TO BE RELOCATED / NEW LOCATION

XR EXISTING TO REMAIN

ZVB ZONE VALVE BOX

ZVC ZONE VALVE CABINET

LTG LIGHTING

LV LOW VOLTAGE

LVR LOUVER

LWB LEAVING WET BULB

LWC LINEAR WOOD CEILING

LWT LEAVING WATER TEMPERATURE

MAN MANUAL

MAT MIXED AIR TEMPERATURE

MATL MATERIAL

MAV MANUAL AIR VENT

MAX MAXIMUM

MBH ONE THOUSAND BTU / HOUR

MC MECHANICAL CONTRACTOR

MC METAL CLAD CABLE

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDP MAIN DISTRIBUTION PANEL

MECH MECHANICAL

MEMB MEMBRANE

MET METAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MLO MAIN LUGS ONLY

MO MASONRY OPENING

MOD MOTOR OPERATED DAMPER

MONO MONOLITHIC

MTD MOUNTED

MTG HT MOUNTING HEIGHT

MTL METAL

MTLH METAL HALIDE

MTR MOTOR

MTS MANUAL TRANSFER SWITCH

MV MEDIUM VOLTAGE

N/A NOT APPLICABLE

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURER ASSOCIATION

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NUMBER OR NORMALLY OPEN

NOM NOMINAL

NTS NOT TO SCALE

O OXYGEN

OA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

OC ON CENTER

OD OUTSIDE DIAMETER

OPER OPERATED

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

PB PULL BOX

PC PLUMBING CONTRACTOR

PD PUMP DISCHARGE

PG PRESSURE GAUGE WITH COCK

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PNL PANEL

PR PAIR

PRD PRESSURE DIFFERENTIAL VALVE

PRELIM PRELIMINARY

PRT PRESSURE TAP

PRV PRESSURE REDUCING VALVE

PT PAINT OR POTENTIAL

TRANSFORMER

RO ROUGH OPENING

QT QUARRY TILE

R RADIUS

RA RETURN AIR / RELIEF AIR

RB RUBBER BASE

RC REMOVE COMPLETELY

RD ROOF DRAIN

RE RELOCATE EXISTING

REC RECESSED

RECPT RECEPTACLE

REF REFERENCE

REFL REFLECTOR

REG REGISTER

REINF REINFORCING

REM REMOVE

REQD REQUIRED

RET RETURN

REV REVISE

REX REMOVE EXISTING

RF RESILIENT FLOOR

RFI REQUEST FOR INFORMATION

RGS RIGID GALVANIZED STEEL CONDUIT

RH ROOF HATCH

RM ROOM

RN REMOVE AND REPLACE WITH NEW

RR REMOVE AND REPLACE

RS RAPID START

RV RELIEF VALVE

RWC RAIN WATER CONDUCTOR

SA SUPPLY AIR

SAN SANITARY SEWER ABOVE GROUND

SAN-BXR SANITARY SEWER - BURIED

EXISTING TO REMAIN

SAN-XR SANITARY SEWER ABOVE GROUND -

EXISTING TO REMAIN

SCHED SCHEDULE

SD SMOKE DAMPER OR SMOKE

DETECTOR

SDISP SOAP DISPENSER

SF SQUARE FOOT

SHT SHEET

SHT MTL SHEET METAL

SHTG SHEATHING

SIM SIMILAR

SM SURFACE MOUNTED

SNC SANITARY NAPKIN CABINET

SND SANITARY NAPKIN DISPOSER

SP STANDPIPE OR STATIC PRESSURE

SPC SPECIMEN PASS-THRU CABINET

SPEC SPECIFICATIONS

SPS STATIC PRESSURE SENSOR

SR SERVICE RECEPTOR

SS SOIL STACK

ST PR STATIC PRESSURE

ST STL STAINLESS STEEL

STD STANDARD

STER STERILIZER

STL STEEL

STOR STORAGE

STR STRAINER

STRUCT STRUCTURAL

SUSP SUSPENDED

SW SWITCH

ELEC CAB ELECTRICAL CABINET

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENTR ENTRANCE

EO ELECTRICAL OUTLET

EQ EQUAL

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EWB ENTERING WET BULB

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

EX EXAUST AIR

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

XP EXPLOSION PROOF

F/S FIRE / SMOKE DAMPER

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FAT FINAL AIR TEMPERATURE

FB FIRE BLANKET

FC FLEXIBLE CONNECTION OR

FOOTCANDLE

FD FLOOR DRAIN OR FIRE DAMPER

FDN FOUNDATION

FDV FIRE DEPARTMENT VALVE

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FH FIRE HOSE

FHC FIRE HOSE CABINET

FHP FULL HEIGHT PARTITION

FHV FIRE HOSE VALVE

FIN FINISH

FIXT FIXTURE

FL FLOW LINE

FLA FULL LOAD AMPERES

FLASH FLASHING

FLEX FLEXIBLE

FLG FLANGE

FLG C FLANGE CONNECTION

FLR FLOOR

FLUOR FLUORESCENT

FP FIRE PROOFING

FRMG FRAMING

FS FLOOR SINK

FSTOP FIRESTOPPING

FT FOOT / FEET

FT HD FEET OF HEAD

FTC FOOTCANDLES

FTG FOOTING

FUR FURRING

G GAS OR ELECTRICAL GROUND

GA GAUGE

GAL GALLONS

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERATOR

GENL GENERAL

GFCI GROUND FAULT CIRCUIT

INTERRUPTOR

GL GLASS

GLV GLOBE VALVE

GND GROUND

GPM GALLONS PER MINUTE

GR GRADE

GRAV GRAVITY

GRD BM GRADE BEAM

GV GATE VALVE

GWB GYPSUM BOARD

H HIGH

HB HOSE BIB

HC HEATING CONTRACTOR

HDCP HANDICAP

HDR HEADER

HDW HARDWARE

HID HIGH INTENSITY DISCHARGE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSE POWER

HPD HIGH PRESSURE DRIP

HPF HIGH POWER FACTOR

HR HANDRAIL

HSKP HOUSEKEEPING

HT HEIGHT

HTG HEATING

HTR HEATER

HV HIGH VELOCITY

HVAC HEATING, VENTILATING, AIR

CONDITIONING

HW HOT WATER

HWD HARD WOOD

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HWS&R HOT WATER SUPPLY AND RETURN

HZ HERTZ

ID INSIDE DIAMETER

IER INVERTED ECCENTRIC REDUCER

IG ISOLATED GROUND

IME INSULATED METAL ENCLOSURE

IN INCH

INCAND INCANDESCENT

INCL INCLUDED

INSUL INSULATION

INT INTERIOR

INTERL INTERLOCK

INV INVERT

ISO ISOLATION

IVS ISOLATED VALVE STATION

J-BOX JUNCTION BOX

JST JOIST

JT JOINT

KO KNOCK OUT

kVA KILOVOLT AMPERE kVAR KILOVAR (REACTANCE) kW KILOWATT kWH KILOWATT HOUR METER

LAT LEAVING AIR TEMPERATURE

LAV LAVATORY

LB POUND

LDB LEAVING DRY BULB

LED LIGHT EMITTING DIODE

LF LINEAR FEET

LIN LINEAR

LOC LOCATION OR LOCATE

LPT LOW POINT

LSDC LINEAR SUPPLY DIFFUSER CEILING

LT LIGHT

& AND

A AIR (CLINICAL)

AAP ALARM ANNUNCIATOR PANEL

AAV AUTOMATIC AIR VENT

AB ANCHOR BOLT

ABV ABOVE

ACC DR ACCESS DOOR

ACFL ACCESS

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICAN DISABILITIES ACT

ADD ADDENDUM

ADDL ADDITIONAL

ADJ ADJUSTABLE

ADMIN ADMINISTRATION

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISHED GRADE

AFMD AIR FLOW MEASURING DEVICE

AHU AIR HANDLING UNIT

AL ALIGN

ALT ALTERNATE

ALUM ALUMINUM

AMP AMPERE

AP ACCESS PANEL

APC ARCHITECTURAL PRECAST

CONCRETE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASY ASYMMETRIC

ATC AUTOMATIC TEMPERATURE

CONTROL

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AWT AVERAGE WATER TEMPERATURE

BAT BATTERY

BC BALANCING COCK OR BARE COPPER

BDD BACKDRAFT DAMPER

BFC BELOW FINISH CEILING

BFE BOTTOM FOOTING ELEVATION

BFG BELOW FINISHED GRADE

BG BUMPER GUARD

BLDG BUILDING

BLKG BLOCKING

BLT BORROWED LIGHT

BLW BELOW

BM BEAM

BO BY OWNER

BOF BY OWNER FUTURE

BOT BOTTOM

BR BRICK

BRG BEARING

BRKR BREAKER

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOFING

C CONDUIT

CAB CABINET

CANTL CANTILEVER

CAP CAPACITY

CATV CABLE TELEVISION

CCT CUBICLE CURTAIN TRACK

CCTV CLOSED CIRCUIT TELEVISION

CFH CUBIC FEET / HOUR

CFM CUBIC FEET / MINUTE

CH CHANNEL

CHK V CHECK VALVE

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CHWS&R CHILLED WATER SUPPLY AND

RETURN

CJ CONTROL JOINT

CKT CIRCUIT

CKT BRKR CIRCUIT BREAKER

CL CENTERLINE

CLG CEILING

CLG MTD CEILING MOUNTED

CLR CLR

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUE / CONTINUOUS

CONTR CONTRACTOR

CONV CONVECTOR

COORD COORDINATE

CORR CORRIDOR

CPT CARPET OR CONTROL POWER

TRANSFORMER

CT CERAMIC TILE

CTR CENTER

CU COPPER

CV CONTROL VALVE

CW COLD WATER

D DEPTH OR DEEP

DB DRY BULB

dB DECIBEL

DCW DOMESTIC COLD WATER

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAILS

DF DRINKING FOUNTAIN

DHW DOMESTIC HOT WATER

DIA DIAMETER

DIAG DIAGONAL OR DIAGRAM

DIFF DIFFUSER

DIM DIMENSION

DISC DISCONNECT

DISCH DISCHARGE

DISP DISPENSER

DIST DISTRIBUTION

DIV DIVISION

DL DOWN LIGHT

DN DOWN

DP DISTRIBUTION PANEL

DPR DAMPER

DR DRAIN

DS DOWNSPOUT

DWG DRAWING

DX DIRECT EXPANSION

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EC ELECTRICAL CONTRACTOR

EDB ENTERING DRY BULB

EF EXHAUST FAN

EIFS EXTERIOR INSULATION AND

FINISHING SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ABBREVATION LEGEND

1/8" = 1'-0"

TITLE

1 RECORD DRAWINGS 05/10/17

NO REVISIONS TO THIS SHEET.

05/10/17

UP UP

KEY PLAN

SMALL ARMS RANGE

RANGE BUILDING

AREA OF WORK

1 2 3 4 5 6 7 8 9

A

B

4.1 5.1

A.5

B.1

AD101

SMALL ARMS RANGE

SMALL ARMS RANGE

SMALL ARMS RANGE

PLATFORM

ELEC. CLOSET

8 8

1 2 3 4 5 6 7 8 9

A

B

4.1 5.1

A.5

B.1

PLATFORM

SMALL ARMS RANGE

SMALL ARMS RANGE

SMALL ARMS RANGE

ELEC. CLOSET

10'-4" ± 15'-0" ± 15'-0" ± 15'-4" ± 15'-4" ± 15'-0" ± 15'-0" ± 15'-0" ±

6'-0" ± 6'-0" ±

2' -0

5'

-1

1/ 2"

7'

-7

VIF VIF

V E

R

IF

Y T

H

IS

D

IM

E N

S

IO

N

6' -4

V

IF

1'

-8

1 1 1 1

2 2 2 222

GENERAL DEMOLITION NOTES

1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND COORDINATE ALL DEMOLITION

ACTIVITIES WITH ANY NEW CONSTRUCTION AS INDICATED WITHIN THE CONSTRUCTION DOCUMENTS.

DO NOT SCALE DRAWINGS.

2. CONTRACTOR SHALL PERFORM ALL NECESSARY DEMOLITION ACTIVITIES AS REQUIRED FOR

INSTALLATION OF NEW CONSTRUCTION AS INDICATED WITHIN THE CONSTRUCTION DOCUMENTS.

COORDINATE WITH THOSE DOCUMENTS FOR EXACT DIMENSIONS AND LOCATIONS OF FINISHED

WORK.

3. ALL DEMOLITION NOT SPECIFICALLY INDICATED, BUT NECESSARY TO COMPLETE THE PROJECT AS

INDICATED ON THE CONSTRUCTION DOCUMENTS, SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

4. CONTRACTOR SHALL INSPECT AND ACCESS EACH SPACE AND FULFILL THE INTENT OF THE WORK REQUIRED BY THE CONTRACT DOCUMENTS. DEVIATIONS REQUIRED BY EXISTING FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

5. ANY CUTTING AND REMOVAL INDICATED ON THE CONSTRUCTION DOCUMENTS ARE GENERAL

INDICATIONS ONLY AND MAY NOT NECESSARILY SHOW THE FULL EXTENT OF CUTTING AND REMOVAL

NECESSARY.

6. THROUGHOUT THE COURSE OF DEMOLITION ACTIVITIES, PROPERLY PROTECT ANY EXISTING

CONSTRUCTION INDICATED TO REMAIN. EXERCISE CARE WHEN REMOVING ADJACENT

CONSTRUCTION AND PROPERLY REPAIR (TO ORIGINAL CONDITION) ANY AREAS SCHEDULED TO

REMAIN THAT SUSTAIN DAMAGE AS A RESULT OF DEMOLITION ACTIVITIES.

7. CONTRACTOR SHALL CONSTRUCT DUST PROOF PROTECTIVE BARRIERS AS NECESSARY AT AREAS OF INTERIOR DEMOLITION TO PROTECT EXISTING CONSTRUCTION AND EQUIPMENT SCHEDULED TO

REMAIN.

8. CONTRACTOR SHALL PERFORM ALL WORK REQUIRED TO PROTECT EXISTING BUILDING UTILITIES.

9. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL NECESSARY TEMPORARY BRACING AND SHORING AS REQUIRED TO MAINTAIN THE INTEGRITY AND STRUCTURAL STABILITY OF THE BUILDING

AND ITS INDIVIDUAL ELEMENTS.

10. EXCEPT AS NOTED OTHERWISE, CONTRACTOR SHALL REMOVE ALL DEMOLISHED MATERIALS

FROM THE SITE AND DISPOSE OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL LAWS

REGULATIONS. DO NOT BURN, BURY, OR SELL MATERIALS ON THE PROJECT SITE. AT THE

COMPLETION OF EACH WORK DAY, CONTRACTOR SHALL CLEAN THE ENTIRE WORK AREA AND LEAVE

IN A NEAT CONDITION FREE OF DEBRIS AND RUBBISH.

11. STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND CIVIL DOCUMENTS PROVIDE

ADDITIONAL DEMOLITION REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

DOCUMENTS THAT MAY PROVIDE ADDITIONAL DEMOLITION REQUIREMENTS BEYOND THOSE

SPECIFICALLY INDICATED ON THE ARCHITECTURAL DEMOLITION PLANS.

12. CONTRACTOR SHALL CAREFULLY REMOVE AND DELIVER TO THE OWNER ANY EXISTING FIRE

EXTINGUISHERS OR OTHER IDENTIFIED ITEMS FOUND WITHIN THE LIMIT OF DEMOLITION ACTIVITIES.

13. OWNER RESERVES THE RIGHT TO REMOVE ITEMS SCHEDULED FOR DEMOLITION PRIOR TO THE

START OF DEMOLITION ACTIVITIES AND MAY CLAIM ANY ITEMS REMOVED BY THE CONTRACTOR

THROUGHOUT THE COURSE OF DEMOLITION.

ADDITIONAL DEMOLITION SCOPE (NOT ILLUSTRATED)

1. CONTRACTOR SHALL CAREFULLY REMOVE ALL PORTIONS OF THE TARGET RETRIEVAL SYSTEM

(TRS) THAT MAY BE DAMAGED DURING CONSTRUCTION FROM ALL FIRING LANES.

2. PRIOR TO REMOVAL OF TRS, CONTRACTOR SHALL TEST TRS FOR PROPER OPERATION AND

REPORT ANY DEFICIENCIES OR MALFUNCTIONS TO OWNER VIA CONTRACTING OFFICER. ANY

DEFICIENCIES OR MALFUNCTIONS, OTHER THAN CABLES OR RUSTED COMPONENTS AND MOUNTING HARDWARE OF TRS OR ITS SUSPENSION SYSTEM, REPORTED PRIOR TO REMOVAL OF THE SYSTEMS MAY BE REPAIRED UNDER AN IN-SCOPE MODIFICATION TO THIS CONTRACT IF FUNDS ARE AVAILABLE

AND WORK VIA MODIFICATION IS CONSIDERED IN THE GOVERNMENT’S BEST INTEREST.

3. CONTRACTOR SHALL STORE TRS FOR REINSTALLATION AFTER COMPLETION OF ALL WORK ON

BAFFLES AND SUPPORTING STRUCTURES.

4. CONTRACTOR SHALL STORE REMOVED SYSTEMS OFF SITE OR IN CONTRACTOR-PROVIDED

CONTAINERS ON-SITE.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO TRS BEYOND THAT WHICH WAS

INITIALLY REPORTED ONCE TRS IS REMOVED. UPON COMPLETION OF PROJECT, CONTRACTOR

SHALL REINSTALL EXISTING TRS.

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

6 " o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

6587 Hamilton Avenue Pittsburgh, Pennsylvania 15206 Ph: 412.287.7333 Fax: 412.287.7334 www.ae-works.com

AE Works Project Number:

ARCHITECTS/ENGINEERS

SEAL

Revision# Date

CONSULTANTS

Date

CheckedDrawn Sheet Number

Plate of

Project Number

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

CORAOPOLIS, PA 15108-5000

Sheet Name

Scale

As Indicated

/1

/2

:3 :4

P

M

REPAIR SMALL ARMS RANGE

FIRING RANGE COMPLEX, BUILDING 701

16017

DZAQ 15-0001A/B

PTRSJH AD101

12/13/2016 165

AS-BUILT PROJECT RECORD DRAWING

DEMOLITION FLOOR PLAN

NORTH

PROJECT

NORTH

TRUE

1/8" = 1'-0"

DEMOLTION PLAN

1/4" = 1'-0"

ENLARGED DEMOLITION PLAN

KEYED DEMOLITION NOTES

# NOTE

1 CORE DRILL EXISTING MASONRY WALL TO ACCOMMODATE SEASONAL HEATING DUCT; FINAL LOCATION OF PENETRATIONS TO BE

APPROVED BY OWNER PRIOR TO BEGINNING WORK

2 MODIFY EXISTING WOODEN SHELF BY REMOVING FAN-OBSTRUCTION PORTION; PATCH AND REPAIR WALL AND FLOOR AS

REQUIRED

3 PREPARE EXTERIOR SIDE OF CAST-IN-PLACE CONCRETE WALL TO RECEIVE NEW FINISH (TYP)

4 SAWCUT EXISTING MASONRY WALL AND PREPARE TO RECEIVE NEW CONSTRUCTION; REFER TO STRUCTURAL DRAWINGS FOR

DEMO AND NEW WORK FOR NEW OVERHEAD COILING DOOR OPENING

5 REMOVE EXISTING DOOR AND FRAME; PREPARE OPENING TO RECEIVE NEW WORK

6 REMOVE EXISTING GUTTER AND DOWNSPOUT; PATCH AND REPAIR ANY AREAS DAMAGED OR DISTURBED FROM REMOVAL OF

FASTENERS

7 REMOVE EXISTING ACOUSTICAL QUILTS THROUGHOUT BULLET TRAP AREA

8 REMOVE (AND SALVAGE TO EXTENT POSSIBLE) ALL ACOUSTICAL WALL PANELS THROUGHOUT; CLEAN AND PREPARE PANELS DEEMED ACCEPTABLE BY OWNER FOR REINSTALLATION; REMOVE ANY REMAINING MASTIC AND CLEAN AND PREPARE SURFACE

TO RECEIVE NEW CONSTRUCTION

9 REMOVE (AND SALVAGE TO EXTENT POSSIBLE) ALL RUBBER BALLISTIC FLOOR PANELS THROUGHOUT; SET ASIDE PANELS DEEMED ACCEPTABLE BY OWNER FOR FUTURE USE; REMOVE ANY REMAINING MASTIC AND CLEAN AND PREPARE SUBSTRATE

TO RECEIVE NEW CONCRETE TOPPING

10 SAWCUT EXISTING CONCRETE FLOOR AT NEW OPENING AND PREPARE FOR SLOPED ENTRY (APPROXIMATELY 8'-4" X 1'-2")

UP UP

1 2 3 4 5 6 7 8 9

A

B

4.1 5.1

A.5

B.1

SMALL ARMS RANGE

ELEC. CLOSET

PLATFORM

SMALL ARMS RANGE

A101

HATCHED REGION INDICATES EXTENT

OF NEW 3" CONCRETE TOPPING

HATCHED REGION INDICATES EXTENT

OF NEW 3" CONCRETE TOPPING

P R

IM

E

A N

D P

A

IN

T E

X T

E R

IO

R

C A

S T

-I N

-P

LA

C E

C O

N C

R E

T E

W A

LL

S

'-5

/2

V

IF

P R

IM

E

A N

D P

A

IN

T E

X T

E R

IO

R

C A

S T

-I N

-P

LA

C E

C O

N C

R E

T E

W A

LL

S

8 99 8 10

12 12

7 7 77

1 2 3 4 5 6 7 8 9

A

B

4.1 5.1

A.5

B.1

PLATFORM

SMALL ARMS RANGE

SMALL ARMS RANGE

ELEC. CLOSET

HATCHED REGION INDICATES EXTENT OF

NEW 3" CONCRETE TOPPING;

REFER TO FULL FLOOR PLAN FOR

ADDITIONAL RELATED SCOPE

NEW CEILING GRID AND ACOUSTICAL TILES

(BETWEEN COLUMN LINES A AND B, 1 AND 9)

EXCLUSIVE OF PLATFORM ROOM 103;

REFER TO REFLECTED CEILING PLAN ON A102

SMALL ARMS RANGE

HATCHED REGION INDICATES EXTENT OF

NEW 3" CONCRETE TOPPING;

REFER TO FULL FLOOR PLAN FOR

ADDITIONAL RELATED SCOPE

1 1 1

2 2 2 222

TYP

777 7

GENERAL PROJECT NOTES

1. ALL CONSTRUCTION WORK SHALL CONFORM WITH THE APPLICABLE CODES AND ORDINANCES OF THE LOCAL JURISDICTION, THE COMMONWEALTH OF PENNSYLVANIA, AND THE CURRENT ADOPTED VERSION OF THE INTERNATIONAL BUILDING CODE FAMILY. THE CONTRACTOR SHALL POST NOTICES AND COMPLY WITH THE

GOVERNING LAWS OF THE JURISDICTION.

2. INSTALLATIONS PERFORMED IN CONNECTION WITH THESE DRAWINGS SHALL COMPLY WITH THE MOST RECENT

NFPA EDITION.

3. THE SITE WORK SHALL BE PROPERLY SUPERVISED BY THE CONTRACTOR'S JOB SITE SUPERINTENDENT.

SUFFICIENT PERSONNEL SHALL BE EMPLOYED TO COMPLETE THE WORK WITHIN THE CONTRACTED TIME. PERSONNEL

SHALL BE SKILLED IN THE TASK ASSIGNED.

4. THE CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN ADEQUATE PROTECTION TO SAFEGUARD THE PUBLIC AND ALL

PERSONS ENGAGED IN THE PERFORMANCE OF THE WORK.

5. THE DRAWINGS REFLECT CONDITIONS AS CAN BE INFERRED FROM VISIBLE CONDITIONS, OR FROM DRAWINGS AND INFORMATION FURNISHED BY THE OWNER, BUT CANNOT BE GUARANTEED. THE CONTRACTOR SHALL VERIFY ALL GRADES, LINES, LEVELS AND DIMENSIONS INDICATED ON THE DRAWINGS AND SHALL REPORT ALL INCONSISTENCIES TO THE ARCHITECT PRIOR TO THE EXECUTION OF THE WORK. RECHECK ALL DIMENSIONS PRIOR TO ORDERING

MANUFACTURED AND/OR FABRICATED ITEMS.

6. PLAN DIMENSIONS, UNLESS NOTED OTHERWISE, ARE TO THE FACE OF THE WALL FINISH OR CENTERLINE OF

COLUMN.

7. ALL INDICATIONS OF MASONRY ARE SHOWN IN ACTUAL DIMENSIONS (NOT NOMINAL), UNLESS NOTED

OTHERWISE.

8. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF PRODUCTS PURCHASED FOR THIS PRODUCT AND STORED ON THE PROJECT SITE. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER ON PREFERRED LOCATIONS FOR STORED MATERIALS ON THE PROJECT SITE, IF ALLOWED AS PART OF THE

REQUIREMENTS OF THIS PROJECT.

9. THE CONTRACTOR SHALL MAINTAIN AREAS UNDER THE CONTRACTOR'S CONTROL TO BE FREE OF WASTE MATERIALS, DEBRIS, AND RUBBISH. CONTAINERS FOR DEPOSIT OF DEBRIS AND RUBBISH SHALL BE PROVIDED BY THE CONTRACTOR. COORDINATE LOCATION OF CONTAINERS WITH THE OWNER'S REPRESENTATIVE PRIOR TO PLACEMENT.

REMOVE AND DISPOSE OF DEMOLITION MATERIAL OFF SITE IN ACCORDANCE WITH APPLICABLE CODES AND/OR

SPECIFICATIONS.

10. EXTRANEOUS MATERIALS SHALL BE PERIODICALLY REMOVED, AND AT THE CONCLUSION OF THE PROJECT.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL FIRESAFING/FIRESTOPPING MATERIALS AT ALL THROUGH-WALL AND THROUGH-CEILING PENETRATIONS AS REQUIRED FOR THE CONSTRUCTION WORK AND TO MAINTAIN FIRE RATINGS OF FLOORS AND WALLS. MATERIALS AND INSTALLATION DETAILS SHALL

CONFORM TO UNDERWRITER LABORATORIES LISTING FOR RATED ASSEMBLIES.

12. ALL WOOD FRAMING AND SHEATHING SHALL BE FIRE RETARDANT TREATED AS REQUIRED BY THE BUILDING CODE

CLASSIFICATION OF 'NONCOMBUSTIBLE'.

13. DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY DEVIATIONS OR DISCREPANCIES FOUND & RECEIVE DIRECTION BEFORE PROCEEDING.

14. ALL REVISIONS TO THE DRAWINGS MUST PROCEED THROUGH THE ARCHITECT. OWNER/CONTRACTOR REVISIONS

MAY BE CONSIDERED INVALID.

15. THE CONTRACTOR IS RESPONSIBLE FOR COMPARING AND COORDINATING ALL DRAWINGS FOR PROPER FIT AND ATTACHMENT OF ALL PARTS. DETAILS NOT SHOWN OR DESCRIBED IN THESE NOTES SHALL BE CONSTRUCTED TO SAME SIZE AND CHARACTER AS FOR SIMILAR CONDITIONS WHICH ARE SHOWN, SPECIFIED, OR COMMONLY

CONSTRUCTED IN THE INDUSTRY.

16. NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT PRIOR

APPROVAL BY THE ARCHITECT OR ENGINEER.

17. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES

DURING CONSTRUCTION.

18. ALL TEMPORARY BRACING AND SHORING SHALL BE DESIGNED TO SUSTAIN ALL CONSTRUCTION LOADS, SOIL

PRESSURE, LATERAL AND OTHER LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED.

19. CONTRACTOR SHALL COORDINATE LOCATIONS OF LIGHT FIXTURES, REGISTERS, ETC. WITH THE REFLECTED

CEILING PLAN LAYOUT.

20. ALL DIFFUSERS AND REGISTERS SHALL BE CENTERED WITH SUSPENDED ACOUSTICAL PANELS, UNLESS NOTED

OTHERWISE ON DRAWINGS.

21. ALL VOIDS IN MASONRY, CONCRETE AND OTHER ASSEMBLIES CREATED AROUND PENETRATIONS SHALL BE

FILLED/PATCHED WITH CONSTRUCTION TO MATCH SURROUNDING CONDITIONS.

22. CONTRACTOR IS RESPONSIBLE FOR PAINTING ALL EXPOSED STEEL, DECKING, PIPING, CONDUIT, AND DUCTS WHICH ARE EXPOSED IN AREAS WITH NO CEILINGS AND SCHEDULED TO RECEIVE PAINT FINISH AS INDICATED ON

THE FINISH SCHEDULE.

23. THE TWO-PART BAFFLE SYSTEM IS COMPRISED OF A 3/8" THICK AR500 STEEL PLATE ADHERED TO 2" THICK BALLISTIC RUBBER AND DESIGNED TO CAPTURE AND ENCAPSULATE AMMUNITION UP TO 7.62mm CALIBER.

KEY PLAN

SMALL ARMS RANGE

RANGE BUILDING

AREA OF WORK

ADDITIONAL SCOPE (NOT ILLUSTRATED)

1. REFER TO HAZARDOUS MATERIAL ABATEMENT SPECIFICATION SECTION FOR LEAD ABATEMENT RELATED SCOPE, INCLUDING ABATEMENT OF LEAD DUST, LEAD BULLET FRAGMENTS AND LEAD CONTAINING SURFACE COATINGS.

2. PREPARE AND PAINT EXISTING-TO-REMAIN TRUSSES BETWEEN FIRING RANGE AND FRONT OF BULLET TRAP.

S.O.G.

0' - 0"

TOP/ EX. WALL

10' - 0"

AB

8' -0

V

IF

4' -0

9' -4

/4

6" ACOUSTICAL BATT

INSULATION

EXISTING REINSTALLED

LIGHT FIXTURE WITH

PENDANT ARMATURE

EXTENDED THROUGH

CEILING

EXISTING HEATERS

TO REMAIN

EXISTING SUPPLY FAN AND

LOUVER TO REMAIN

SECURELY FASTEN METAL

CHANNEL AND BRACKET

TO EXISTING SOFFIT

EXISTING EXHAUST

FANS TO REMAIN

NEW

EXHAUST

GRILLE

MODIFIED SHELF LEDGE

AND SUPPORT BRACKET

(BEYOND)

8'

- 0

M

IN

TARGET LINE

EXISTING STRUCTURAL FRAMING

MEMBERS TO REMAIN; REFER TO

STRUCTURAL DRAWINGS

NEW STRUCTURAL FRAMING MEMBERS

(TYP); REFER TO STRUCTURAL

DRAWINGS FOR TYPE AND EXTENT

BALLISTIC BAFFLES (TYP) -

REFER TO STRUCTURAL

AND BAFFLE DRAWINGS

EXISTING ACOUSTICAL

BAFFLE TO REMAIN

A101

NEW INTER-BAFFLE LIGHT

FIXTURE (TYP) - REFER TO

LIGHTING DRAWINGS

OVERLAP

6" MIN.

FIRING LINE

(TYPICAL)

C-CHANNEL SUPPORT BRACKET

AS REQUIRED

WEATHER-RESISTANT

SEALANT AND BACKER ROD

6" ACOUSTICAL BATT INSULATION

SUSPENSION CEILING MFR

APPROVED SUPPORT BRACKET -

APPLY WEATHER-RESISTANT PAINT

TO MATCH EXISTING METAL PANELS

(ABOVE)

EXISTING METAL

PANEL TO REMAIN

B

REMOVABLE VENT CAP FASTENED

WITH MASONRY SCREWS

COORDINATE MASONRY CORE DRILLING

WITH MECHANICAL CONTRACTOR TO

ACCOMMODATE NEW DUCT PENETRATION

WITH MECH CONTRACTOR

COORDINATE WIDTH

REMOVABLE GALVANIZED METAL

COVER PLATE AND INSECT SCREEN

EXISTING EXTERIOR WALL

INTERIOR

EXTERIOR

M

A T

C H

H E

IG

H

T O

F E

X

IS

T

IN

G L

E D

G E

3' -1

0"

H E

IG

H

T O

F H

O R

IZ

O

N T

A L

S U

R F

A C

E

EXISTING EXTERIOR WALL

HORIZONTAL WOODEN SURFACE

(PAINT TO MATCH EXISTING)

MECHANICALLY FASTENED

SUPPORT BRACKET, AS

REQUIRED FOR SECURE

CONNECTION

NOTE:

FINISH MODIFIED/CUT EDGE

TO MATCH EXISTING TO

REMAIN SHELF LEDGE.

PRIME/PAINT ALL

NEW/EXPOSED WOOD TO

MATCH EXISTING SHELF

LEDGE.

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

6 " o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

6587 Hamilton Avenue Pittsburgh, Pennsylvania 15206 Ph: 412.287.7333 Fax: 412.287.7334 www.ae-works.com

AE Works Project Number:

ARCHITECTS/ENGINEERS

SEAL

Revision# Date

CONSULTANTS

Date

CheckedDrawn Sheet Number

Plate of

Project Number

U.S. AIR FORCE

911TH AIRLIFT WING

PITTSBURGH INTERNATIONAL AIRPORT, ARS

CORAOPOLIS, PA 15108-5000

Sheet Name

Scale

As Indicated

/1

/2

:3 :4

P

M

REPAIR SMALL ARMS RANGE

FIRING RANGE COMPLEX, BUILDING 701

16017

DZAQ 15-0001A/B

PTRSJH A101

12/13/2016 166

AS-BUILT PROJECT RECORD DRAWING

FLOOR PLAN AND TYPICAL SECTION

NORTH

PROJECT

NORTH

TRUE

1/8" = 1'-0"

GROUND LEVEL PLAN

1/4" = 1'-0"

ENLARGED GROUND LEVEL PLAN

1/4" = 1'-0"

ENLARGED TYPICAL SECTION

1 1/2" = 1'-0"

SUSPENSION CEILING GRID SUPPORT BRACKET

1 1/2" = 1'-0"

EXTERIOR WALL PENETRATION (TYP)

1 1/2" = 1'-0"

CASEWORK MODIFICATION DETAIL

KEYED PLAN NOTES

# NOTE

1 AT NEW PENETRATION, PROVIDE VENT CAP ON INTERIOR SIDE AND REMOVABLE GALVANIZED METAL COVER PLATE ON EXTERIOR

SIDE; REFER TO DETAIL 5/A101

2 MODIFIED SHELF LEDGE WITH BRACKETS MOUNTED AT 46" A.F.F.; ROUTE AROUND EXISTING WALL-MOUNTED CONDUITS AS

REQUIRED

3 PRIME AND PAINT EXTERIOR SIDE OF CAST-IN-PLACE CONCRETE WALLS; REFER TO 1/A101 FOR EXTENT OF WORK AND MATCH

EXISTING COLOR UNLESS REQUESTED OTHERWISE BY OWNER

4 NEW 8' WIDE OVERHEAD COILING DOOR; REFER TO DOOR DETAILS ON A601

5 PROVIDE STEEL LINTEL AS REQUIRED BY OHC DOOR MANUFACTURER AND STRUCTURAL DRAWINGS

6 APPROXIMATE LOCATION OF NEW CONCRETE PAD (NIC)

7 NEW / SALVAGED ACOUSTICAL RUBBER WALL PANELS (TYP THROUGHOUT HATCHED REGION)

8 PROVIDE NEW DOWNSPOUT, RAIN BOOT, AND PIPING TO EXISTING STORM WATER TRENCH

9 NEW 6" x 6" GUTTER ASSEMBLY WITH 1/8TH INCH PER FOOT SLOPE MINIMUM

10 CONNECT NEW DOWNSPOUT TO EXISTING BOOT

11 INSTALL NEW ACOUSTICAL QUILT MATERIAL MATCHING TYPE AND LAYOUT OF REMOVED PIECES; INSTALL PER MANUFACTURER

REQUIREMENTS

12 NEW 3" CONCRETE TOPPING THROUGHOUT HATCHED REGION; PRIOR TO PLACING NEW CONCRETE, SCARIFY AS REQUIRED AND PREPARE SURFACE TO RECEIVE NEW TOPPING BY REPAIRING ALL CRACKED, SPALLED, OR OTHERWISE DAMAGED CONCRETE

FLOORING WHERE APPLICABLE

13 SLOPE CONCRETE FLOOR AT NEW OHC DOOR ENTRY

1 2 3 4 5 6 7 8 9

A

B

4.1 5.1

A.5

A101

10'-0" 14'-0" 16'-0"14'-0" 14'-0" 8'-0"

9' - 4" 9' - 4"

5'-3" ± 9'-11 1/2" 9'-10" 10'-0" 10'-0" 10'-4" 10'-4" 10'-0" 10'-0" 10'-0" 10'-0" 5'-0 1/2" ±

6'-8 3/8" 10'-0" 10'-0" 10'-0" 10'-0" 10'-8" 10'-0" 10'-0" 10'-0" 10'-0" 9'-0" 1'-0 3/8"

APPROXIMATE SPACING FOR NEW LIGHT FIXTURES

(REFER TO LIGHTING SHEETS FOR DETAILS)

APPROXIMATE SPACING FOR REINSTALLED LIGHT

FIXTURES (REFER TO LIGHTING SHEETS FOR DETAILS)

T

IL

E F

U

LL

TILE

FULL

TILE

FULL

KEY PLAN

SMALL ARMS RANGE

RANGE BUILDING

AREA OF WORK

SUPPLY AIR DIFFUSER

RETURN AIR GRILLE

EXHAUST GRILLE

PENDANT-MOUNTED HEATER (RELOCATED EXISTING UNIT;

PENDANT MOUNTING HARDWARE EXTENDS THROUGH

SUSPENDED ACT CEILING)

LIGHT FIXTURE (RELOCATED EXISTING FIXTURE; PENDANT

MOUNTING HARDWARE EXTENDS…