Attachment_02_-_SOW_Appendix_A_12_Aug_19.pdf

PDF 6 MB Posted Aug 13, 2019

Attached to: Repair WEG Facility B274 Federal contract opportunity
Solicitation number: FA4819-19-R-A014
Issued by: Department of the Air Force Air Combat Command

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Attachment 02 - SOW Appendix A Drawings 12 Aug 19

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File	Type	Posted
Answers_for_Repair_WEG_B274_2.xlsx	XLSX spreadsheet	Aug 26, 2019
Solicitation_Amendment_FA481919RA0140005_SF_30.pdf	PDF	Aug 26, 2019
Solicitation_Amendment_-_FA481919RA0140005.pdf	PDF	Aug 26, 2019
Attachment_01_-_SOW_22_Aug_19.pdf	PDF	Aug 26, 2019
Solicitation_Amendment_-_FA481919RA0140004.pdf	PDF	Aug 13, 2019
Answers_for_Repair_WEG_B274.xlsx	XLSX spreadsheet	Aug 13, 2019
Solicitation_Amendment_FA481919RA0140004_SF_30.pdf	PDF	Aug 13, 2019
Attachment_01_-_SOW_12_Aug_19.pdf	PDF	Aug 13, 2019
Site_Visit_Attendee_List_19RA014.pdf	PDF	Aug 1, 2019
Solicitation_Amendment_-_FA481919RA0140003.pdf	PDF	Jul 19, 2019
Solicitation_FA481919RA0140002.pdf	PDF	Jul 19, 2019
Attachment_01_-_SOW_12_Jul_19.pdf	PDF	Jul 17, 2019
Attachment_12_-_Required_Insurance.pdf	PDF	Jul 17, 2019
Attachment_05_-_AF_Form_66.xls	XLS spreadsheet	Jul 17, 2019
Attachment_10_-_General_Financial_Information.pdf	PDF	Jul 17, 2019
Attachment_11_-_Sample_RFI.PDF	PDF	Jul 17, 2019
Attachment_06_-_AF_Form_3000.pdf	PDF	Jul 17, 2019
Attachment_08_-_AF_3065.pdf	PDF	Jul 17, 2019
Attachment_09_-_Proposal_Schedule.pdf	PDF	Jul 17, 2019
Solicitation_FA481919RA014.pdf	PDF	Jul 17, 2019
Attachment_03_-_SOW_Appendix_B_22_May_19.pdf	PDF	Jul 17, 2019
Attachment_07_-_AF_3064.pdf	PDF	Jul 17, 2019
Attachment_04_-_Wage_Determination_4_Jan_19.pdf	PDF	Jul 17, 2019
Attachment_02_-_SOW_Appendix_A_22_May_19.pdf	PDF	Jul 17, 2019
DRAFT_SOW_FA4819-19-R-A014.pdf	PDF	Jun 6, 2019

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Tyndall AFB, Bldg. 274 12 Aug 19

Repair WEG Facility Drone Maintenance

Building 274

SOW APPENDIX A:

DRAWINGS

MECHANICAL

ELECTRICAL

PROJECT MANAGER

DATE:

TYNDALL A.F.B., FL. 32403

PROJECT

PROJECT LOCATION

NOT TO SCALE

LOCATION

TYNDALL A.F.B., FL. 32403

REPAIR LOGISTICS OFFICE

BLDG #274

B AAB AS BUILTS 6 MAR 13

AAB APPROVED PER CE 29 OCT 12A

JOB# 0007

DRAWING REVIEW

EXISTING CU

CONCRETE PADS

SITE PREP

NOTE #2

SITE PREP

NOTE #1 & #6

TYNDALL A.F.B., FL. 32403

SHEET:

PROJ. NO.

SCALE:

DATE:

Sheet Title

DRAWN BY:

TYNDALL A.F.B., FL. 32403

C-1 1111" = 100' - 0"A. BOLING

PROJECT LOCATION

B. ROCHA

REPAIR LOGISTICS OFFICE

4 OCT 12

BLDG #274

12-1036

APPROVED PER CE

AS BUILTSB

A 29 OCT 12

6 MAR 13 AAB

AAB

PROJECT LOCATION

SCALE: 1"=100'-0"

Donald.Hyers Text Box North

Donald.Hyers Arrow

Donald.Hyers Text Box Florida Avenue

Donald.Hyers Text Box Louisiana Avenue

Donald.Hyers Text Box Bldg. 274

Donald.Hyers Text Box

Donald.Hyers Text Box US Highway 98

Donald.Hyers Text Box

Entrance Gate

Donald.Hyers Text Box

Donald.Hyers Text Box Florida Avenue

Donald.Hyers Text Box US Highway 98

Donald.Hyers Arrow

ELEC.POLE

RF-23

RF-22

S-372

S-373

S-333

S-332

S-329

S-341

S-342

O.O

S-343

S-344

S-345

S-361

S-363

S-364

S-365

S-366

S-369

S-332

S-371

S-370

M-248

M-247

M-246

M-245

M-244

M-243

M-195-7

S-334

S-356

S-340-2

S-340

M-242-1

740-A

M-249

M-195-5

M-242

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SEWER

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SEWER

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SEWER

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SEWER

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SEWER

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SEWER

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SEWER

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SEWER

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SEWER

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SEWER

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SEWER

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SEWER

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VALVE

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LOUISIANA

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JP-8 WITH PUMP

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8000 GAL

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UNLEADED WITH PUMP

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1000 GAL

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UNLEADED WITH PUMP

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2000 GAL

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DIESEL

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500 GAL

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PREVENTOR

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BACK FLOW

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OCR

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PAVEMENT

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UNDER

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FLASH

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HYDRANT

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8"SS

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OIL WATER SEPERATOR

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8"SS

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SEPERATOR

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OIL WATER

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8"SS

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8"SS

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8"SS

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8" ABANDONED

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CONDUIT

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4"X 50' PVC

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CONDUIT

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CONDUIT

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2-4"X 40' PVC

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15 KVA

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3-75 KVA

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H FRAME

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1-100 KVA

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2-75 KVA

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KVA

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ELECTRIC BOX

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KVA

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KVA

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1000 GAL. DIESEL

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CLASS C

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120/208 VAC

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1-60 KW CUMMINS

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BLDG. 217

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CLASS C

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KVA

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1000GAL. DIESEL

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CLASS B

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120/208 VAC

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1-100 KW DETROIT

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BLDG. 219

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1-167 KVA

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2-100 KVA

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25 KVA

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AB1

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CONDUIT

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2-4"X 38' PVC

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SUWANNEE

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AVE.

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8"SS

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8"SS

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KVA

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300 KVA

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325th CIVIL ENGINEERING SQUADRON

TYNDALL A.F.B., FL. 32403

Sheet Title

DRAWN BY:

SCALE:

DATE: PROJ. NO.

Task Order No.

SHEET:

04-1004

C-1 1 15

SITE PLAN

17 DEC. 03

1'=40'-0"D.GILBERT

R.TURPIN

CONST. ENGINE

STORAGE FAC.

A B C D

REVISION

2 FEB. 04

27 FEB. 04

24 MAR. 04

25 MAR. 04

D.J.G.

MECHANICAL- PEADEN

DESIGN DRAWING REVIEWED

PROJECT MANAGER

ELECTRICAL- PATE

DATE:

PAGE NO.

7A3

FIRE SPRINKLER PLAN

CROSS SECTION

FOUNDATION PLAN

FP-1

S-2 S-1

STRUCTURAL

PLUMBING

PREBLE-RISH SITE PLAN

SITE PLAN

DRAWING INDEX

ELEVATION PLAN

FLOOR PLAN

C-2 C-1

DRAWING

SITE

TITLE OF DRAWING

ARCHITECTURAL

14LIGHTNING PROTECTION PLAN

SITE ELECTRICAL PLAN 15

FIRE ALARM PLAN

POWER/COMM. PLAN 12

ELECTRICAL

E-3 E-4

E-1 E-2

ELEVATION PLAN

DEMOLATIOND-1

DEMOLATION

C-3 SITE CONSTRUCTION PLAN 3

E REVISION 3 MAY 04 D.J.G.

D.J.G.F REVISION 3 JUNE 04

FP-1 FIRE SPRINKLER PLAN 11

D.J.G.G REVISION 6 AUG. 04

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NO.

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REVISION

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DATE

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SHT. REF. NO.

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U.S. HIGHWAY 98

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CONSTRUCTION SITE

Sheet Title

DRAWN BY:

SCALE:

DATE: PROJ. NO.

Task Order No.

SHEET:

04-1004

E-4 15 15

SITE ELECTRICAL PLAN

17 DEC. 03

1"=40'-0"D.GILBERT

R.TURPIN

CONST. ENGINE

STORAGE FAC.

A B C D

REVISION

2 FEB. 04

27 FEB. 04

24 MAR. 04

25 MAR. 04

D.J.G.

1 EXISTING 3 PHASE BANK OF 50 KVA POLE MOUNT TRANSFORMERS.

TIE NEW 3/0 FEEDER INTO EXISTING TRANSFORMER

2 (3) 30 FEET x 3/4" COPPERWELD GROUND RODS SPACED ON A 6'

TRIAC COLDWELD #4 BARE COPPER WIRE TO EACH ROD

3 45 KVA DRY TYPE TRANSFORMER 3 PHASE 480-120/208 V.

4 EXISTING/REINSTALLED KWH METER WITH ENCLOURE

NOTES:

1 3" C. WITH (4) 3/0 WIRES

WIRE & CONDUIT LEGEND

2 1-1/2" FLEXIBLE CONDUIT WITH (3) #4 & (1) #6 GRD

3 1-1/2" FLEXIBLE CONDUIT WITH (4) #3 & (1) #6 GRD

PANEL

T-1

PANEL

POWER RISER DIAGRAM

E REVISION 6 AUG. 04 D.J.G.

LAPAS BUILTF 13 OCT 04

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REVISION

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SHT. REF. NO.

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U.S. HIGHWAY 98

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CONSTRUCTION SITE

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PANEL HP

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(3) EXISTING 50 KVA BANK 12,470-480Y/277V

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3" C. WITH (4) 3/0 CU. WIRES- UNDER GROUND

RISE UP POLE AND EXIT VIA WEATHERHEAD

EXISTING CU

CONCRETE PADS

SITE PREP

NOTE #2

SITE PREP

NOTE #1 & #6

SITE PREP NOTES:

1) EXCAVATE BETWEEN EXISTING BLDG & EXISTING PARKING

LOT FOR THE CONSTRUCTION OF NEW RAMPED ACCESS

DRIVEWAY TO BLDG

2) EXCAVATE FOR THE INSTALLATION OF NEW CONDENSER

UNIT PAD ON WEST SIDE OF BLDG NEW EXISTING GENERATORS

3) EXCAVATE FROM FINISHED FLOOR TO TIE IN POINT IN

SEWER MAIN FOR NEW 4" SANITARY SEWER LINE (SEE SHEET P-1)

4) LOAD, HAUL, & DISPOSE OF SPOILS AS NEEDED

5) SPOILS ARE ASSUMED TO BE NON-CONTAMINATED & NON-

HAZORDOUS

6) INSTALL, SPREAD, SHAPE, COMPACT & GRADE 12" AGGREGATE

IN 4" LIFTS

(SEE SHEET S-1 FOR CONCRETE & FOOTING DETAILS)

TYNDALL A.F.B., FL. 32403

SHEET:

PROJ. NO.

SCALE:

DATE:

Sheet Title

DRAWN BY:

TYNDALL A.F.B., FL. 32403

C-2 1121" = 20' - 0"A. BOLING

SITE PLAN

B. ROCHA

REPAIR LOGISTICS OFFICE

4 OCT 12

BLDG #274

12-1036

APPROVED PER CE

AS BUILTSB

A 29 OCT 12

6 MAR 13 AAB

AAB

SITE PLAN

SCALE: 1"=20'-0"

9' -1

37'-2" 11'-11"

EXISTING

CONCRETE PADS

4' -0

4'-0"

'-0

17'-4"

2 4

OFFICE UNISEX

RESTROOM

49'-9 1/2"

1 1

MEZZANINE IS TO BE INSTALLED

ABOVE THE NEW OFFICES. SEE

SHEET S-1 FOR DETAILS

SHIPS LADDER THAT

LEADS TO MEZZANINE

CONCRETE NOTES

#1, #3, #4 & #6

#2, #3 & #7

ROLL UP DOOR

NOTES #1, #2 & #3

CONCRETE NOTE #9

2' -0

" 41'-8"

FEC

'-5

-0

3'-0"

'-5

-0

14'-5 1/2"

CONCRETE NOTES:

1) INSTALL CONCRETE FORMS FOR NEW DRIVEWAY APRON

2) INSTALL CONCRETE FORMS FOR NEW CONDENSING UNIT

PAD

3) INSTALL, SPREAD, SHAPE, COMPACT & GRADE 12" AGGREGATE

IN 4" LIFTS, LEVEL w/FINISHED GRADE FOR DRIVEWAY APRON

& CONDENSING PAD

4) FURNISH & INSTALL #5 REBAR 12" O.C. ON 4" REBAR CHAIRS

4'-0" O.C. IN DRIVEWAY APRON

5) FURNISH & INSTALL 16"x16" #5 REBAR BASKET FOR 2'x2'

FOOTINGS OF MEZZANINE

6) POUR DRIVEWAY APRON w/4000 PSI CONCRETE w/FIBER

REINFORCING

7) POUR CONDENSING PAD w/3500 PSI CONCRETE & INSTALL 6"x6" WW MESH WITHIN CONDENSER UNIT PAD

8) POUR (4 EA) 2'x2'x3' FOOTING FOR MEZZANINE COLUMNS w/6000 PSI CONCRETE (SEE SHEET S-1)

9) POUR FOOTINGS FOR 6" STEEL PIPE BOLLARDS & FILL

BOLLARDS w/3500 PSI CONCRETE

ROLL UP DOOR NOTES:

1) INSTALL NEW 16'x16' ROLL UP DOOR

2) PLACE 10" METAL CAP VERTICALLY ALONG BOTH SIDES OF

NEWLY INSTALLED ROLL UP DOOR TO COVER SAW CUTTING

3) INSTALL MOTORIZED OPENER

DOORS, FRAMES & HARDWARE NOTES:

1) FURNISH & INSTALL (3 EA) 3070 DOORS & FRAMES w/HARDWARE

2) FURNISH & INSTALL (1 EA) 4070 DOOR & FRAME w/HARDWARE

3) VERIFY SECTION OF WALL @ ROLL UP DOOR LOCATION IS

FILLED & REINFORCED

5/8" GYP. BOARD

TYP. INTERIOR WALL DETAIL

5/8" GYP. BOARD

6" METAL STUD

R19 BATT INSULATION

ROOM FINISH SCHEDULE

ROOM NAME/# FLOORING BASE WALLS CEILING CEILING HEIGHT NOTES

OFFICE 1

UNISEX RESTROOM PTD ACT

EPOXY

4" EPOXY

PTD ACT 8'-0"

8'-0"

MEZZANINE 3/4" PLYWD - - - -

DOOR SCHEDULE

DOOR # SIZE FRAME MAT DR MAT'L DOOR TYPE

HM WELD16x16

HM WELD

METAL ROLL-UP

FLUSH

HM WELD HM

16'-0"

'-0

FINISH FLOOR

V E

Y E

A V

E H

H T

NEW 16'x16' ROLL UP DOOR TYNDALL A.F.B., FL. 32403

SHEET:

PROJ. NO.

SCALE:

DATE:

Sheet Title

DRAWN BY:

TYNDALL A.F.B., FL. 32403

A-1 1131/4" = 1' - 0"A. BOLING

PROPOSED FLOOR PLAN

B. ROCHA

REPAIR LOGISTICS OFFICE

4 OCT 12

BLDG #274

12-1036

APPROVED PER CE

AS BUILTSB

A 29 OCT 12

6 MAR 13 AAB

AAB

PROPOSED FLOOR PLAN

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

EXTERIOR ELEVATION

SCALE: NTS

Sheet Title

DRAWN BY:

SCALE:

DATE: PROJ. NO.

Task Order No.

SHEET:

04-1004

A-1 5 15

FLOOR PLAN

17 DEC. 03

3/16"=1'-0"D.GILBERT

R.TURPIN

CONST. ENGINE

STORAGE FAC.

A B C D

REVISION

2 FEB. 04

25 MAR. 04

3 JUNE 04

6 AUG. 04

D.J.G.

DOOR SCHEDULE

LOCKSET

KEY LOCK

KEY LOCKD3

D4 D5

DOOR #

D2 D1

JAMB

HOLLOW METAL

FIRE EXTINGUISH CABINET

NON REMOVABLE HINGE PINS

LEGEND

SHEET ROCK PAINTED ONLY

2X2 ACOUSTICAL CLG. TILE

PAINTED GB or CMU EPOXY

FEC

PTD

NRP

ROLL UP

DOOR

ROLL UP

14'X14'ROLL-UP

14'X14'

SIZE

3070RHR

ROLL-UP

SWING

LHR

DR RATING

PANIC

X X

CLOSER

X X

N.R.P

HINGES

N.R.P N.R.P

WEATHERSTRIPTHRESHOLDDOOR BUMPER

X X

WELDED FRAME, DRIP EDGE ABOVE DOOR

ELECT. INSULATED

REMARKS

'-3

'-4

'-0

'-4

'-9

'-0

'-8

25'-0"

100'-0"

25'-0" 25'-0" 25'-0"

ROOM 1

'-9

'-1

'-4 " 1

'-0

'-4

'-0

'-8

'-0

A-1 S-2

FEC

10'-0" 14'-0" 40'-5" 3'-4" 8'-3" 14'-0" 10'-0"

100'-0"

ROOM FINISH SCHEDULE

CEILING

HEIGHT

REMARKS

PTD. EXPOSED RED IRON

INSULATION

WALL CEILING

ASTRO FOIL

ROOM

ROOM 1

FLOOR

FINISH

CONCRETE

CEILING

PTD. PURLINS

BASE

WALL

PTD

FINISH

1'-0"

1'-0"1'-0"

1'-0"

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NO.

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REVISION

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DATE

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SHT. REF. NO.

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WEST

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SOUTH

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EAST

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NORTH

A-2

'-0

11'-3"

NEW 4070 DOOR

NEW 2" FLOOR DRAIN

PAPER TOWER DISPENSER

& WASTE RECEPTACLE

TOILET PAPER DISPENSER

MT. 19" A.F.F. MIN.

1'-6"1'-0"

6" MAX

1' -0

A X

42" GRAB BAR 1-1/4" TO 1-1/2" DIA.,

MOUNTED 1-1/2" FROM WALL

@ 33"-36" A.F.F.

36" GRAB BAR 1-1/4" TO 1-1/2" DIA.,

MOUNTED 1-1/2" FROM WALL

@ 33"-36" A.F.F.

M A

ADA WATER CLOSET WALL HUNG,

MT. 17"-19" A.F.F., w/48"Wx56"D

FLOOR CLEARANCE

36" MIN

MIRROR MOUNTED @ 40" A.F.F.

ADA LAV MOUNTED MAX. 34" A.F.F.

w/MIN. 29"H KNEE CLEARANCE & 30"Wx48"D FLOOR CLEARANCE

ACT CEILNG

GYP. CEILNG

CEILING LEGEND

TYNDALL A.F.B., FL. 32403

SHEET:

PROJ. NO.

SCALE:

DATE:

Sheet Title

DRAWN BY:

TYNDALL A.F.B., FL. 32403

A-2 1141/4" = 1' - 0"A. BOLING

DETAILS

B. ROCHA

REPAIR LOGISTICS OFFICE

4 OCT 12

BLDG #274

12-1036

APPROVED PER CE

AS BUILTSB

A 29 OCT 12

6 MAR 13 AAB

AAB

RESTROOM LAYOUT

SCALE: 1"=1'-0"

REFLECTIVE CEILING PLAN

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

8'-8" 14'-0" 41'-10" 3'-2" 9'-8" 14'-0" 8'-8"

100'-0"

'-0

51'-10" 3'-2" 5'-0"

60'-0"

325th CIVIL ENGINEERING SQUADRON

TYNDALL A.F.B., FL. 32403

Sheet Title

DRAWN BY:

SCALE:

DATE: PROJ. NO.

Task Order No.

SHEET:

04-1004

A-2 6 15

ELEVATION PLAN

17 DEC. 03

1/4"=1'-0"D.GILBERT

R.TURPIN

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A B C D

REVISION

2 FEB. 04

24 MAR. 04

25 MAR. 04

6 AUG. 04

D.J.G.

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METAL ROOFING

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DOOR

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EAVE HEIGHT

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6" STEEL CONCRETE FILLED BOLLARD

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RAMP , SLOPE 1:12

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6" STEEL CONCRETE FILLED BOLLARD

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GUTTER & DOWN SPOUTS

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FINISH GRADE

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DOOR

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FINISH GRADE

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A-2

Sheet Title

DRAWN BY:

SCALE:

DATE: PROJ. NO.

Task Order No.

SHEET:

04-1004

A-3 7 15

ELEVATION PLAN

17 DEC. 03

1/4"=1'-0"D.GILBERT

R.TURPIN

CONST. ENGINE

STORAGE FAC.

A B C D

REVISION

2 FEB. 04

24 MAR. 04

25 MAR. 04

6 AUG. 04

D.J.G.

100'-0"

'-0

3'-2"18'-4" 38'-6"

60'-0"

'-0

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CONCRETE PAD

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ROOM 1

FEC

OPEN OFFICE

UNISEX

RESTROOM

EXISTING

CONCRETE PADS

NEW OFFICES TO HAVE MEZZANINE ABOVE

O M

EXISTING FIRE

RISER

NEW PENNANT

HEAD

(TYPICAL OF 4)

EXISTING 3" FIRE

SPRINKLER TO

REMAIN

CONNECT NEW 11

2" BRANCH TO EXISTING 3" MAIN

AND DROP TO BELOW MEZZANINE LEVEL

2"11 4"1"

1" 1" 1" 1"

EXISTING 2" FIRE

SPRINKLER BRANCH

TO REMAIN

NEW DRAIN AND

INSPECTORS TEST

W/ SIGHT GLASS

EXISTING 2" FIRE

SPRINKLER BRANCH

TO REMAIN

EXISTING 2" FIRE

SPRINKLER BRANCH

TO REMAIN

EXISTING 2" FIRE

SPRINKLER BRANCH

TO REMAIN

EXISTING 2" FIRE

SPRINKLER BRANCH

TO REMAIN

EXISTING 2" FIRE

SPRINKLER BRANCH

TO REMAIN

EXISTING 2" FIRE

SPRINKLER BRANCH

TO REMAIN

EXISTING 3" FIRE

SPRINKLER TO

REMAIN

GENERAL FIRE SPRINKLER NOTES:

1. NEW HEADS TO BE PENNANT TYPE IN SUSPENDED ACT.

2. MAKE TIE IN TO EXISTING MAIN USING APPROVED METHODS.

3. NEW PIPING TO BE SCH. 10 BLACK IRON.

4. CEILING HEIGHT IN ALL NEW SPACES IS 8'.

FIRE SPRINKLER SHEETS LIST:

FS-1.1- FIRE SPRINKLER FLOOR PLAN

FIRE SPRINKLER LEGEND

PEADEN

CONNECT TO EXISTING

NEW SPRINKLER HEAD

EXISTING PIPING TO REMAIN

NEW SPRINKLER PIPING

NEW UPRIGHT

HEAD

(TYPICAL OF 4)

NO. REVISION DATE BY

SHEET:

PROJ. NO.

SCALE:

DATE:

Sheet Title

DRAWN BY:

SHT. REF. NO.

TYNDALL A.F.B., FL. 32403

FS-1.1 11

REPAIR LOGISTICS OFFICE

BLDG #274

D. LINDSEY

PEADEN

FIRE SPRINKLER FLOOR PLAN

1 MAR 13

1/4" = 1'

12-1036

DESIGN BUILD REVIEWED

ACKNOWLEDGEMENT

TRADE INITIALS DATE

HVAC

PLUMBING

PIPING

FIRE SPRINKLER

ELECTRICAL

AS- BUILT

Sheet Title

DRAWN BY:

SCALE:

DATE: PROJ. NO.

Task Order No.

SHEET:

04-1004

FP-1 10 15

FIRE SPRINKLER PLAN

17 DEC. 03

3/16"=1'-0"D.GILBERT

R.TURPIN

CONST. ENGINE

STORAGE FAC.

A B C D

REVISION

2 FEB. 04

24 MAR. 04

25 MAR. 04

29 APR. 04

D.J.G.

'-0

100'-0"

E REVISION 3 MAY 04 D.J.G.

4" SPRINKLER TO 4x3 ELL

ACCELERATOR

OS&Y GATE VALVE

WITH TAMPER SWITCH

PROVIDE PIPE SLEEVE

CAST IRON ADAPTER

6x4 PE TO FLANGED

PENETRATIONS

TYPICAL FOR ALL

VERTICAL INSTALLATION)

FINISHED FLOOR

DOUBLE CHECK BACKFLOW

PREVENTOR (LISTED FOR

ASSOCIATED TRIM

DRY PIPE VALVE AND

40507

257 38

FIRE SPRINKLER RISER DETAIL

NOT TO SCALE

6" UNDERGBROUND PVC FIRE

SHEET FOR CONTINUATION

SERVICE MAIN SEE SHEET P-1

CAULK WATERTIGHT

SLEEVE THRU WALL AND

2" MAIN DRAIN

SIAMESE CONNECTION

AIR COMPRESSOR

ELEC ALARM BELL

PRESSURE SWITCH

RESILIENT SEAT

CHECK VALVE

MAIN DRAIN VALVE

EXTERIOR WALL4"

5'-2"

INSPECTOR'S TEST

AND DRAIN 11

'-4

'-8

'-1

2"x 2'-6"

2"x18" RN

'-6

5'-7"

POST INDICATOR

VALVE

128 ft 6" C900 PVC FIRE MAIN

FROM TAP TO BASE OF RISER

P.O.S.

TEST HYDRANT 40 ft WEST OF TAP

STATIC 54 PSI

RESIDUAL 28 PSI

FLOW 823 GPM

6 @CM

'-1

2"x 2'-6"

2"x18" RN

'-1

2"x 2'-6"

2"x18" RN

'-1

2"x 2'-6"

2"x18" RN

'-1

2"x 2'-6"

2"x18" RN

'-1

2"x 2'-6"

2"x18" RN

'-1

2"x 2'-6"

2"x18" RN

'-1

2"x 2'-6"

2"x18" RN

@ TOP

OF RISER

3" 12'-6"

HYDRAULICALLY REMOTE

1500 SF PROOF AREA

HAZARD CLASSIFICATION SPEICIFIED

ORDINARY HAZARD GROUP 1

'-1

@ DI BEND BELOW GRADE

SEE RISER DIAGRAM FOR

CONTINUATION

3" CROSS MAIN TO SPRINKLERS

4x3 REDUCING ELL

D.J.G.6 AUG. 04REVISIONF

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NO.

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DATE

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SHT. REF. NO.

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AutoCAD SHX Text 850-763-4638

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PANAMA CITY, FL 32405

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620 W. BALDWIN ROAD

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PEADEN MECHANICAL, INC.

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MICHIGAN HANGER. HANGER ASSEMBLY INCLUDED BEAM CLAMP AND PLATED

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HANGERS ARE GRINNELL NUMBERS 70 (LOOP) AND 260 (CLEVIS) OR EQUAL BY

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PIPING 2 1/2" AND LARGER ARE SKD-10 W/WELDED OUTLETS AND ROLL GROOVE

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CONNECTIONS. PIPING 2" AND SMALLER IS SKD-40 W/ THREADED CONNECTIONS

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500 PSI RATED AND THREADED FITTINGS ARE 125 PSI (STEAM) MINIMUM RATING

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GROOVED AND WELDED FITTINGS ARE 1000 PSI RATED, GROOVED COUPLINGS ARE

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ALL THREAD ROD

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12. FITTINGS:

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11. PIPE:

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14. CONTRACTOR:

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13. PIPE HANGERS:

AutoCAD SHX Text SIDEWALL SPRINKLER HEAD, 1/2" NPT, 155%%dF, K=5.6. - 1 REQ'D

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QUICK RESPONSE (CENTRAL SPRINKLER MODEL BV-QR OR EQUAL)

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DOWN NIPPLE - RISER NIPPLE

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BRANCH CHANGE IN ELEVATION (UP & DOWN)

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HYDRAULIC DESIGN BALANCE POINT

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FIELD CUT TO FIT

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POST INDICATOR VALVE

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ABOVE FINISHED FLOOR

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ABOVE FINISHED GRADE

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PIPE HANGER

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DN - RN

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AFG

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AFF

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PIV

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QUICK RESPONSE (CENTRAL SRPINKLER MODEL BV-QR OR EQUAL)

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EXISTING UNDERGROUND WATER MAIN

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UNDERGROUND FIRE SERVICE MAIN

AutoCAD SHX Text UPRIGHT SPRINKLER HEAD, 1/2" NPT, 155%%dF, K=5,6 - 54 REQ'D

AutoCAD SHX Text %%u LEGEND %%u

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NEW ABOVE GROUND PIPE

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STORAGE AREA - CLASSIFICATION: ORDINARY GROUP 1

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INCLUDING ______ GPM ALLOWANCE FOR HOSE STREAM.

AutoCAD SHX Text TEMPERATURE RATING: INTERMEDIATE @ 200%%d%%pF

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HEADS ARE QUICK RESPONSE, UPRIGHT, 1/2" ORIFICE, 1/2" NPT, K=5.6

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TOTAL DEMAND AT THE POINT OF SERVICE IS _______ GPM AT _____ PSI

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SYSTEM DEMAND AT THE BASE OF THE RISER IS _______ GPM AT _____ PSI.

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ORDINARY HAZARD - GROUP 1: 0.15 GPM/SF OVER REMOTE 1500 SF

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CONSTRUCTION IS STANDARD METAL BUILDING WITH MASONRY BLOCK EXTERIOR WALLS

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DATA FOR AVAILABLE WATER AT POINT OF SERVICE IS SPECIFIEC ON THE SITE PLAN.

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WATER IS SUPPLIED FROM THE TYNDALL AFB DOMESTIC WATER DISTRIBUTION SYSTEM.

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ALL MATERIALS AND INSTALLATION CONFORMS TO THE REQUIREMENTS OF NFPA-13

AutoCAD SHX Text %%u GENERAL NOTES %%u

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ALL PIPING LENGTH DIMENSIONS ARE CENTER-TO-CENTER OF ADJACENT FITTINGS

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THIS SPRINKLER SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH NFPA-13

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(1999 EDITION) FOR HYDRAULICALLY DESIGNED DRY PIPE SYSTEMS.

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EXCEPT AT GROOVED FITTINGS WHERE DIMENSIONS ARE GIVEN FROM GROOVED END

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OF PIPE TO CENTER OF NEXT OUTLET AND DIMENSIONS BETWEEN GROOVED FITTINGS

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ARE END TO END BASED ON STANDARD "VITAULIC" FITTINGS TAKE OUT

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4. OCCUPANCY:

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10. SPRINKLER HEADS:

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8. SYSTEM DEMAND:

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6. BASIS OF DESIGN:

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5. CONSTRUCTION:

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9. MATERIALS:

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3. WATER SUPPLY:

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2. DIMENSIONS:

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BEAM CLAMP

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HANGER LOOP

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ALLTHREAD ROD

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NO - - - - SCALE

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PIPE HANGER/BEAM SUPPORT DETAILS

Sheet Title

DRAWN BY:

SCALE:

DATE: PROJ. NO.

Task Order No.

SHEET:

04-1004

FP-2 11 15

CROSS SECTION

17 DEC. 03

3/8"=1'-0"D.GILBERT

R.TURPIN

CONST. ENGINE

STORAGE FAC.

A B C D

REVISION

2 FEB. 04

24 MAR. 04

25 MAR. 04

6 AUG. 04

D.J.G.

60'-0"

NO - - - - SCALE

PIPE BENDING DETAIL

12"R

2'-6"

'-6

2"x2'-6"

2"x9'-10"

4"x9'-93

9.50°4" TAKE OUT

7'-93 4"

12"12"

3'-107

8" CTR UNIONTO BEGINNING OF BEND

3'-107

8" CTR UNION

TO BEGINNING OF BEND

4"x9'-10"

1"x9'-10"

'-4 "1

'-4

'-1

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NO.

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REVISION

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DATE

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SHT. REF. NO.

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BUILDING SECTION

3/8" = 1'-0"

Sheet Title

DRAWN BY:

SCALE:

DATE: PROJ. NO.

Task Order No.

SHEET:

04-1004

S-2 9 15

CROSS SECTION

17 DEC. 03

3/8"=1'-0"D.GILBERT

R.TURPIN

CONST. ENGINE

STORAGE FAC.

A B C D

REVISION

2 FEB. 04

24 MAR. 04

25 MAR. 04

6 AUG. 04

D.J.G.

A-1S-2

'-0

2'-0"

'-4

'-8

'-0

60'-0"

BLDG. STRUCTURE

TO MEET 130 MPH

WIND LOAD

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NO.

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REVISION

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DATE

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SHT. REF. NO.

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HDG LADDER JOINT

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CROSS SECTION

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REINFORCEMENT @ 16" O.C.

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COMPACT FILL,95%

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TERMITE TREATED

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COMPACTION (MIN)

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FINISH GRADE

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6" FIBER MESH CONCRETE (3000 PSI)

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GROUT COLUMN BASE

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6" CONCRETE SLAB (3000 PSI)

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TERMITE TREATED

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COMPACT FILL,95%

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COMPACTION (MIN)

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MOISTURE BARRIER, 6 MIL.

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HAIR PINS

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W/ #3 TIES @ 16" O.C.

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#5 REBAR, 3 EA. CONTINUOUS

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HDG LADDER JOINT

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REINFORCEMENT @ 16" O.C.

AutoCAD SHX Text 3/4"~ x 12" LEVELING BOLTS

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#5 REBAR (VERTICAL) @ 32" O.C.

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FILLED SOLID WITH CONCRETE

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SPLIT RIB BLOCK

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& @ EACH CORNER,ALL CELLS

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STL. I-BEAM

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RIDGE CAP

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DOUBLE LINTEL BLOCK

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SEAL BLOCK

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PAINTED CMU

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CONTINUOUS

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W/1 EA. # 7 REBAR

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BOND BEAM BLOCK

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W/1 EA. # 7 REBAR

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CONTINUOUS

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SIDING SAME

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(1100 SERIES)

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AS MTL.ROOF

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8" GIRTS

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MTL.FLASHING

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EAVE STRUT

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130 MPH RATED ENGLART SERIES BRONZE

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ALUM. ALLOY STANDING SEAM ROOF, 1100 SERIES

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ASTRO FOIL

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8" PURLIN

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ASTRO FOIL

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ALUM. ALLOY STANDING SEAM ROOF

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130 MPH RATED ENGLART SERIES BRONZE

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COMPACTION (MIN)

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TERMITE TREATED

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COMPACT FILL,95%

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3 EA. #5 REBAR (VERTICAL) @ EACH CORNER

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& 1EA. @ 32" THEREAFTER, ALL CALLS FILL SOLID

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PRE. ENG. BLDG. SEE SHOP DRAWINGS

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REINFORCING IN ALL CONCRETE FOOTINGS SHALL BE CONTINUOUS

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AROUND CORNERS. WHERE WALL FOOTINGS STEP, REINFORCING SHALL

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BE CONTINUOUS IN STEP. WHERE SPLICES IN REINFORCING ARE

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NECESSARY, REINFORCING SHALL BE LAPPED 36 BAR DIAMETERS OR NO

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LESS THAN 1'-6".

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FOUNDATION NOTES

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SAW JOINTS SHALL CUT WITHIN 4 HRS OF SETTING OF

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ALL FILL FOR SLABS SHALL BE COMPACTED TO A MINIMUM OF 95%

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ALL PLACED CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE

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ALL EXPOSED EDGES SHALL BE FORMED IN WOOD.

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CONTROL JOINTS SHALL BE PLACED IN FOUNDATION AT LOCATIONS

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STEEL AND ACCESSORIES SHALL BE FABRICATED AND PLACED IN

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ACCORDANCE WITH THE LATEST EDITION OF THE ACI MANUAL.

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REINFORCING SHALL BE GRADE 60 REINFORCING

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STRENGTH OF 3000 PSI IN 28 DAYS.

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SHOWN ON FLOOR SLAB.

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PROCTOR DENSITY.

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CONCRETE OR UNLESS WHEATHER PROHIBITS

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8" GIRT W/BLOCK TIE

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SPLIT RIB BLOCK

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8" GIRT W/BLOCK TIE

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STEEL COLUMN

#5 REBAR, VERTICAL

Sheet Title

DRAWN BY:

SCALE:

DATE: PROJ. NO.

Task Order No.

SHEET:

04-1004

E-2 13 15

FIRE ALARM PLAN

17 DEC. 03

3/16"=1'-0"D.GILBERT

R.TURPIN

CONST. ENGINE

STORAGE FAC.

A B C D

REVISION

2 FEB.04

27 FEB. 04

25 MAR. 04

6 AUG. 04

D.J.G.

ROOM 1

= MANUAL PULL STATION,FIRE LITE #BG-10T MT.48" AFF

= HORN/STROBE UNIT 15/75CD MT.78" AFF

CONNECTORS. GROUND ANTENNA WITH #6 WIRE TO

ANTENNA,BRACKET,NEMA 3R BOX COAXIAL CABLE AND

= REINSTALLED MONACO BT 2-3 RADIO TRANSMITTER WITH

= STROBE UNIT 15/75CD MT.78" AFF

= SPRINKLER FLOW SWITCH FS

= SPRINKLER TAMPER SWITCH

SERVICE GROUND.

S H

= REINSTALLED 4 ZONE FIRE ALARM CONTROL PANEL(FCAP) FCI #72

ALL WIRING SHALL BE #14 STRANDED COPPER.

IS STUBBED DOWN WALL FROM ABOVE J.BOX.

ALL CONDUIT SHALL BE 3/4" EXCEPT WHERE SINGLE DEVICE

FIRE ALARM WIRE COLOR CODE

FACP

SERIES WITH (2) 7AH BATTERIES

FIRE ALARM LEGEND

(2)

(1)

NOTES:

- 2 RED(+),2BLACK(-)SIGNAL

- PINK,BLUEZONE2

- 2 BLUE, 2 WHITE

- 2 BROWN, 2 GREYZONE4

ZONE3

- ORANGE,YELLOWZONE1

4 ZONE FILL ALARM CONTROL PANEL

FIRE ALARM RISER

4 ZONE

FACP

ZONE3

ZONE1

ZONE2

ZONE4 FS

SIGNAL

'-0

100'-0"

TS FS

3 4

E AS BUILT 13 OCT 04 LAP

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NO.

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REVISION

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SOUTH

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EAST

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NORTH

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WEST

A-3

2x STUD WN_L----� -n-'\1 ; OP OF FLOOR SLAB\ �I .

<r' )( I " >< "'

SEE W.ALL IOOll�G SCrEDULE

I 1'-r I- - - ---1 i (i"'_, 1 _L PRCP0SED

, _ __.,1i GRADE OR

_ _ J_ TOCS

< RF! 'il'oto;.(, st,,,1 /z.�"°'�)

(i') VARlcS 6" M_I,,. AJ PROPOSED G_ R/\IJ· OR''-../ ScE PLAN :001, EX1\CT HEIGHT QC TOcS (/�;�\ TYPICAL EXTERIOR WALL \ / SCALE: i - 1;2·· = I -U '--- �...,/

·0::::J < Rct'°'Q£>.,if\:lfF -r,),r; \'IL Ox\1/L r, PL;;r:Eo , d ,J) .v I\ .. . ii , .v , ._

""� � �,,_,. f;;(,/�x6 W4.0x\i4.0 PLACED � M;D-DEPfH OF SLAB 1 \I .,,---- 2x S IUD \\Al!.

lt�:i: ... 0\,'

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I .

�EE WALL FOOT ;�G SCI IEDLLE

. 1 '

1- :·-t

·,,1

\\ .. _ \._ CONST. JT.

CD 'iARl[S: SEE P,AN FOR EXAC' "EIGIT OF TOCS /'ND TCC.

,,,� INTER10R LOAD BEARlllG WAcL ?'-E \ FOOTING AT GARAGE SLAB ' sr"�·'1/"""-''n"\ v,,L,, I-. s, / " t ' - L I -,., "--.. .... J2.fr: -·tto to 5 -� 2x STUC WP..L..--,,. -n-''\---"

TOP OF 2ND FcOOR-\ f'LOOR TRUSS (TY?.) " PARTicON WALL l-:'" Pl YV/00' "Ill-" 4 - ' :J ',, .. ' �-1) AND NAILED TO TOP Al,D BOTTOM CHORD AT S0Alr:WAY

/. !;" Pi.YWOOD GI Ulll· A'·ID SCREWED �O STRll!SER - ·2 '· CT\IR"'IY.,,,------ j - .X, /. �J / , Y'/1, / STRNGERS, EQlJALLY SPACII) --··-1\,---······· S,MFSON cSSU28 JOIST H.�NGER NOTE: SEE ARCHITECTJRAL DRAl//lflGS FOR ADDTIONAL STAIRWAY DETAILS

(�J;rl:��?, �T-��-� SECTION CONNECTION "'--_/ _, - . , I I h' M!D-DEITr:-i o�- SLAB - \ \·up OF Fl.DOR SLAB.....,, \ ·-1 i \

/- PROPOSED. GRA8E .._..?.&:r..�� -,� \�x6 VV.OxW4.0 PLACED '·-:-lv-1\T MD-0:PTH OF SLA.8 7 '� l

I ! 6" lvll� PROPOScD GRAGE r· ·--·1 O? oc 2NJ fLCOI, - \ /' _ _ _ _

, · 1Y

''-I :5/ 1

' x ;O" L\il L / 4 ' f;" PLYWOOJ GLU�UA!!D f:AILED TO TOP AND BOTTO� C-IORQ AT STA RW,A.Y •1 I

L-

.. , 1, cocTiNG I SEE N,,\CHEDJLE-,J'q·. - \�" •\ ,..........._,I\

L\ __ _ _ ' L"1 - '

8�/_\ FOOTING AT GARAGE DOOR\ ,cA· E· ' - ' '2" � 1 '-0" .,,.,.,1/ �--

TOP OF 'LOOR S�B \

I �1 '

1 _; - jJ

2x WALL I---.------t s;'.

\ ' � (��3:-..00,S( �6x6 V/4.0xV/4.C PLACED I "' "ID 0°0T0 "' ci AG n, 1\II C.., , I \JI ,h .. ,)

I Sll WALL FOOTING SCrlcCULE \'-' < RFi:.->io103

'"F'IE- _J _ vn<_:> __ _ Sff 'I/NL 000TING SCHEDULE ON PLAIJ SH'TTS FOR Sl7ES (c-,\ TYPICAL INTERIOR LOAD BEARING WALL\ /SCALE: 1-1/2'' = i'-0"

'-.... _ __ .. / 'II · -1-'\-� ---

- -2x4 f'AR:Y 1//A'_L(Slt,GL: STORY)2x6 PARTY Wi\LLITWO STORY!,t,/<-FI <tc.o,8

" �· ' , WWF 6x6 W4.DxW�.O PJ1CE0 ,,4 \� 1s· �Il\010, ill IJIIJ-DEPFi OF SLAB, - #4 - �f:t�"ti\05

\ l:.P.tc1to,�, I / (r) \ ---'? I / 1 <l!,f-•"•••:s_

1 L _ ' 7--

L __

OPTIONAL CONST. JT. 1--

- _\_t_J \ 11" (SINGLE STORY)� ·, '-,' '1'1',J "ICJRY'. J \ \\' '."] ) r SEE WALL FOOTING SU,[DLL[ /�',, I , !� I

- > 2'-G" )<: 1Rf'l:<'011i. • '

�---�__.,, __ .,,,/ ....(1) VARIES: SEE Pi.N, FOR EXACT HEIGHT oc TOCS AND TOC. ,._ AlllliTION.AL 6" l!:IN. BELOW TOCS A7 PROPOSED GPv\DE WHEl,E APP! ICA8:J.

(c)\ T'{PICAL PARTY WALL FOOTING\, __ _,} SCALF: 1-1 /7" = 1 '-0" r )(:

__J_ ·._

,! � 1 1 [: -�OPTIONAL CONST. JT,�

y I 11

S[[ VIALL FOOTl�G SCHEDUcE ·· \r, L.;·=r - - -- ------1 \

CD VARIES B.�SED ON SLOPE OF GARAGE sbs.

�\E�� l l l

��GE SLA� \-.....__..)SCALE: 1 1 /2" = 1'-8"

.,,. I

I I i 2 ·· #4 TOP N,D

J BOTTOM (:YP.)

"4" -,, L ' I i : J\r - -

I , i

- -�Ul ,1

G\ SLAB CORNER REINFORCING DETAIL\_ __)SCALE 0 -1/2" = 1'-0" ..

.. / ---- - --·--------..._ I ,, /-..--.....; \ 1-#4 CO_N-ll·WOUS _ . y\ _ ___ / \ 1

- 10P OF SLAB

r \ 1 /4'' / FOOT f f 2"( . \ I I m1n.J \ � , \ t \ �\;_Frcl)o D�2<.o PRC�'OSED_j N \ \ \ GRADE - \ )

� ,_/ I __ ..

j ;--

....__� -I 8" I ,/! ' • I

��YPlCArPATI O SLAB TURNDOWN \.._�/ SC.�LE: '-1/2" = i'-0"

Ji" P�YWOOD c;1 UHJ _/_.,-- Ai,D SCREWED TC STRINGER

< ----3 -- 2x12 STAIRWAY sr�INGEfiS, EQUALLY SP,ACED I c:_ooR Tquss (T:'P.) _J TR,1SS HA�GER _JBY OlHEl1S \\ \ "----"'\,----i

\ , \_SIMPSO!-J LSSU28 �CIST HN,GER NOT: SEE ARCHITECTURA� DRAW!l!GS FOR AOD:TIONAL ST.4,RWAY DETAILS f� TYPICAL STAIR SECTION CONNECTION\...___) SC.4LE: 1-1 /2" = 1 '-0"

-op 0° 21m FL00°"

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- 31" D• ""1"0[) G' lJ[ [) I

If, I :_I, U '. _ __ Atm NAILED TO TOP Ar,) / B0'.10M CHORD AT ,NDING I I

// r.

I ,OIST H.41,GER _..../' 2·2X1� 1·v 'llli'JC )• ' ,I l_>< ].ZS, I ; cOOR TRUSS (TYc',)

MOTE: S:E ARC,::ECTJPJ\L DRAWINGS FOR !DD'TiONAL STAIRWAY DETIJLS l�,�:_P�S�2

L, ��S)ING CONNECTION\..__.,,) • AcC, , . - v

2'<p @ 16"

,op Or STAIR lAr,Dl!iG\

2 - 2x10 SiMf'SGN 1SSU28JOIST Hi'NGER

MOE: c, ,\RCH!TcCTUR/1! . JR/1WlliGS FOR /,DC':'ONi\l STIURIVAY DETl',ILS

.,, �J - 2x1? SIAiRW,I.Y STR;NGU,S, EQUALLY SPACEC

(9��r,1

�L, �;,A�,� TO LANDING CONNECTION

NOTE: '·

A 6-mil POLYETHYLENE VAPOR BARRIER IS REQUIRED UNDERNEATH ALL FL00"11.,SLABS WITH A MINIMUM 6-in OVERLAP. IF CONSTRUCTION IS PERFORMED IN A MANNER THAT WOULD EXPO� THE BARRIER TO POSSIBLE DAMAGE, THEN A MINIMUM 9-mil VAPOR BARRIER MAY BE REQUIRED Al'THE ENGINEER'S DIRECTION. ANY DAMAGED BARRIERS SHALL BE REMOVED AND REPLACED AS DIRtCTED BY THE ENGINEER. '·

IF/ SHEET IS LESS THAN (42"x30") IT IS A REDUCED PRINT, SCALE REltJCED ACCORDINGLY.

!:.Fr. "'00 "ls�

A::JU 66 POST B.!\SE LOCATED .!\T COLJIA:',S (TYP ) i'.F:tJ;to\o!f_? re� 1 A',D BOTTOtl - . \(FL"' [Ob .

(, � (J:U?.u �ur,1s be, tr-.".:i'to..\.>W..) '-_:) jI 1 ·�

1 '-4'' EACH WAY

-----r1 _,,/

SEE TYP;CA.L COLUMN PLAN

_ 6 Ml,,. ,,RADE J.?16x6 V/4.0xW4.0�� :�)AT M:D-DEPTH OF SLAB i.f1 .,if 2-12..

,, ;· �ROPOSED

CONST. J,. _I'SEE !SOLAED FOOTiNG SCHEDULE \

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:'.J

I '' C'." - i ')'I ' ,,fJ ,.,.:L11E,J FCO II\•., _,,_Hflll.i I • .. ,,PLAN SIE[TS FOR SIZES

C) SEE PLAN FOR E:1ACT HE'G1T CF TOCS /\ND T08

fM\ TYPICAL COLUMN SECTION\ )SCALE: ,-1/2" = c'-0"

BE4M SEE SCHED IJLl, 71" S"' 'I H /16 ,,Th 'Nelle STUDS !'OT SHO co, Cl.AR

NG/ 1/N iTY

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3 - 2x6 COLUMN (lYP.)_/

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I . ' -+ II ;, I

i I j

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(-N�'\ TY

PICAL E_XTERIOR COLUMN PLAN-� S2ALE: 1-1/2" - 't' -0'

1 '-4" BEAM SEE SCHEDcLE \.

� I"""' "1'1'11 I -1 .......... "'".. 1 fis" SI IC:ATHING 'NFILL STUDS Nff SHOW� FOR CLARl'Y _/ ;1 - 7x6 COLUMN (lYP.)

I I

II/

(o\

TYPICAL EXTERIOR INTERMEDIATE COLUMN PLAN

,-�,, -J ·��----Bf-t: .# Olt..b

0/_4_ \ f l

JOINT L,� .. ,,,�t�x6 W4.0xW4.0 PLACED ,AID-DEPTH OF SLAB

(P�) TYPICA� CONTROL JOINT DETAIL

,,_ �'- --- - l'''t'' -�- ,, ", ' ,,i._._i,/ ..;..-:-"<-Iv - /!J '&!:' , 1(1,i��O;.t''-,"- c,;.f,,/jZ.r':t. -� _0 _9'!� - P"'"+-:� S 4.b IU(J'"\P\,,Ci�'(\., --�--- ----· .. - RF:t � Olbt1 - Cb/l'Tft:.01... :SClnfr c.vr.s 1'!�:r:. .t'::: oo"$il - R�fl,\O'>''< WW� fl'II,� ___ F_ta.. ..... ":._ _J?:,_f:J:.J;_t __ OJ\!,.,_:·:. f'�M--'1 lJ/a.<.l_ f«e,{:1;,.. ·"'--- -- -- ..

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... z- .' ·.········ 0-� ,{/J#;;lfD £\'\G''\ ,, ''Huuo''''

Engineer of Record: Cleve E. Dryden, P.E.: Fla. Reg. No."'-33115

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l\,llLITAHY HOt:SJNG

10 Campus Boulevard Newtown Square, PA 19073

610/355-8!100

(f_BEltJHAM 9400 North Broadway

Oklahoma City, OK 73114 4051478-5353

11 rl Hensel Phelps

Construction Co.

420 Sixth A venue

Greeley, Colorado 80631 9701352-6565

ENGINEERS ARCHtTECTS

PLANNERS CONSTRUCTORS 245 Riverside Ave., Suite 300 Jockson�lle, Florida 32202 904,636,5431 Certificate of Au!horizotion 970

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DESlGNED BY CED

DRAWN BY MCVIVl'TG

I APPROVED BY WAI< I

DATE 09.22.06

SCALE AS SHOWN

SHEET TY REV

S-502 1

PANEL "B"J J

P M

FAN (BY PEADEN)

RESTROOM LIGHTS

FLANGED FOR DRYWALL

POWER PACK 360° MOTION

SENSOR

NOTES:

-FURNISH & INSTALL (6 EA.) 2'x4' LAY-IN 120 VOLT

FLUORESCENT LIGHT FIXTURES IN OPEN OFFICE

& FURNISH & INSTALL (2 EA.) FLANGED TROFFERS

-ONE OF THE NEW LIGHTS IN RESTROOM SHALL

BE AN EMERGENCY LIGHT

-FURNISH & INSTALL MOTION SENSOR LIGHT

SWITCHE ONLY IN RESTROOM

-FURNISH & INSTALL T-4 DATA OUTLETS IN THE

(3) OFFICES INCLUDING CONDUIT & WIRE

-FURNISH & INSTALL OUTLETS IN THE OPEN

OFFICE INCLUDING CONDUIT & WIRE

-FURNISH & INSTALL (1) GFCI OUTLET IN RESTROOM

INCLUDING CONDUIT & WIRE

-FURNISH & INSTALL (1) FIRE ALARM STROBE IN

RESTROOM & CONNECT TO EXISTING STROBE NEAR DOOR

-INSTALL CONDUIT & WIRING FROM EXISTING ELEC.

PANEL TO ROLL UP DOOR OPERATOR, AIR HANDLING

UNIT MOUNTED IN MEZZANINE, CONDENDING UNIT

& HOT WATER HEATER

IN RESTROOM

225A MB

480/277V

ADD 60/3

BREAKER

EXISTING 480/277V PANEL

ADD 50/3 BREAKER FOR

NEW PANEL "B"

EXISTING D.T.

TRANSFORMER

EXISTING 100A

208/120V PANEL

3/4" C w/(3) #6 & (1) #8G

NEW 45 KVA 3Ø

D.T. TRANSFORMER

480-280/120V

NEW 100A M.B.

208/120V 3Ø 4W

PANEL

1-1/4" C w/(4) #3 & (1) #8G

$ 20 AMP

1/2" C w/(3) #12

3/4" C w/(2) #8 & (1) #10G

DOOR

AHU

CU-1

1/2" C w/(3) #12

$ 30 AMP/120V

WATER HEATER

1/2" C w/(3) #10

S T-4

T -4

M DC

PANEL "B" - 120V 30A

INSTANTANEOUS

WATER HEATER

AHU

EXISTING

COMM

NEW PANEL "B"

T T

ADD NEW 45 KVA XFMR

480-208/120V TO POWER

NEW PANEL "B"

EXISTING

ELECTRICAL

PANEL "B"

CKT #6

PANEL "B"

CKT #2 & 4 PANEL "B"

CKT #1 & 3

T -4

T-4

1/2"C w/(3) #12

FAN (BY PEADEN)

4" EMT FOR COMM

CABLE, STUB ABOVE CEILING

W P

G F

T-4 T-4 T-4T-4 T-4

1/2"C w/(3) #12

12"x4" BASKET TRAY

TYNDALL A.F.B., FL. 32403

SHEET:

PROJ. NO.

SCALE:

DATE:

Sheet Title

DRAWN BY:

TYNDALL A.F.B., FL. 32403

E-1 11111/4" = 1' - 0"A. BOLING

ELETRICAL PLAN

POST ELECTRIC

REPAIR LOGISTICS OFFICE

05 OCT 12

BLDG #274

12-1036

APPROVED PER CE

AS BUILTSB

A 29 OCT 12

6 MAR 13 AAB

AAB

LIGHTING PLAN

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

ELECTRICAL RISER DIAGRAM

SCALE: NTS

POWER & COMM PLAN

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

FLOOR PLAN - BLDG 274

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

'-1

37'-2" 11'-11" 49'-9 1/2"

'-3

3 1

'-4

'-8

25' 100'

25' 25' 25'

'-9

'-1

'-4

'-8

10' 14' 40'-5" 3'-4" 8'-3" 14' 10'

100'

1'1'

P R

O G

R A

M S

F L

5th C

O F

F O

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AutoCAD SHX Text Project NO.

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FLOOR PLAN

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PREPARED BY:

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REVIEWED BY:

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ISSUE DATE:

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119 ALABAMA AVE.

AutoCAD SHX Text

TYNDALL AFB, FL 32403

AutoCAD SHX Text

FAX: (850) 283-0233

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TEL: (850) 283-6486

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BLDG 274

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MIMS

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MIMS

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10 JUNE 2013

Donald.Hyers Text Box 220v 80A

(in service)

Donald.Hyers Text Box 220v 40A

Donald.Hyers Text Box 208v 40A

(in service)

Donald.Hyers Text Box 230v 8.3A

Donald.Hyers Text Box 220v 25A

Donald.Hyers Text Box 480v 4A

Donald.Hyers Text Box 230v 30A

Donald.Hyers Text Box 220v 13A

Donald.Hyers Text Box 460v 5.5A 480v 15A 480v 5A

Donald.Hyers Text Box 230v 100A

(in service)

Donald.Hyers Text Box

Additional (new) 3-phase power requirements for 53rd Test Support Squadron

Donald.Hyers Text Box Note: Equipment locations that are not against the exterior wall will require power to be dropped from ceiling.

'-1

37'-2" 11'-11" 49'-9 1/2"

'-3

3 1

'-4

'-8

25' 100'

25' 25' 25'

'-9

'-1

'-4

'-8

10' 14' 40'-5" 3'-4" 8'-3" 14' 10'

100'

1'1'

P R

O G

R A

M S

F L

5th C

O F

F O

AutoCAD SHX Text Sheet

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PREPARED BY:

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REVIEWED BY:

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ISSUE DATE:

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119 ALABAMA AVE.

AutoCAD SHX Text

TYNDALL AFB, FL 32403

AutoCAD SHX Text

FAX: (850) 283-0233

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TEL: (850) 283-6486

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MIMS

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MIMS

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10 JUNE 2013

Donald.Hyers Text Box New 1/2" PVC cold water outlet.

Donald.Hyers Text Box

Location of new cold water outlet for the 53rd Test Support Squadron

Donald.Hyers Callout Existing water

'-1

37'-2" 11'-11" 49'-9 1/2"

'-3

3 1

'-4

'-8

25' 100'

25' 25' 25'

'-9

'-1

'-4

'-8

10' 14' 40'-5" 3'-4" 8'-3" 14' 10'

100'

1'1'

P R

O G

R A

M S

F L

5th C

O F

F O

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FLOOR PLAN

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PREPARED BY:

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REVIEWED BY:

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ISSUE DATE:

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119 ALABAMA AVE.

AutoCAD SHX Text

TYNDALL AFB, FL 32403

AutoCAD SHX Text

FAX: (850) 283-0233

AutoCAD SHX Text

TEL: (850) 283-6486

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MIMS

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MIMS

10 JUNE 2013

EXHAUST FAN SCHEDULE

MARK TYPE CFM EXT. SP

(IN W.G.) VOLT/PH/HZ PWR

(WATTS) RPM MCA MOCP MANUF./MODEL

EF-1 CEILING MNT 100 0.125 115/ 1/ 60 48.7 950 .58 15 GREENHECK SP SERIES

SPLIT SYSTEM HEAT PUMP SCHEDULE

MARK TONS CFM

(MAX)

TOTAL COOLING

(MBH)

TOTAL HEATING

(MBH) OSA EXT. SP

(IN W.G.)

AUX. HEAT

(KW) VOLT/PH/HZ MCA MOCP MANUF./MODEL

HP-1 1.5 - 17.5 13.8 - - - 200-230/1/60 10 15 TRANE XB SERIES

AHU-1 1.5 600 - - 100 0.1 5.76 208-230/1/60 38 40 TRANE GAM5 SERIES

SUPPLY AIR DUCT

HVAC LEGEND

CD CEILING DIFFUSER

SWD SIDEWALL DIFFUSER

LD LINEAR DIFFUSER

SWG SIDEWALL GRILLE

RG RETURN GRILLE

EG EXHAUST GRILLE

TG TRANSFER GRILLE

OSAL OUTSIDE AIR LOUVER

EXL EXHAUST LOUVER

BV BRICK VENT

FOT FLAT ON TOP

FOB FLAT ON BOTTOM

TU TURN UP

TD TURN DOWN

MUA MAKEUP AIR

MVD MANUAL VOLUME DAMPER

PEADEN

DESIGN CONDITIONS

LOCATION COOLING HEATING

OUTDOOR 93° DB / 78% RH 28°F

INDOOR 72°DB / 60% RH 68°F

LOCATION BASIS: PENSACOLA, FLORIDA

RETURN AIR DUCT

EXHAUST AIR DUCT

OUTSIDE AIR DUCT

TRANSFER AIR DUCT

EQUIPMENT

EXHAUST FAN NOTES:

1. INTERLOCK W/ LIGHT SWITCH.

2. MANUFACTURER & MODEL LISTED IS BASIS OF DESIGN ONLY. EQUALS BY OTHER MANUFACTURERS ACCEPTED.

SPLIT SYSTEM NOTES:

1. MANUFACTURER & MODEL LISTED IS BASIS OF DESIGN ONLY. EQUALS BY OTHER MANUFACTURERS ACCEPTED.

2. PROVIDE WITH SINGLE POINT POWER CONNECTION.

3. AHU CONFIGURATION TO BE HORIZONTAL.

GENERAL HVAC NOTES:

1. DUCT TO BE EXTERNALLY WRAPPED GALVANIZED METAL TRUNKS WITH FLEX RUNNOUTS.

2. ALL DUCT DIMENSIONS INDICATE INSIDE FREE CLEARANCE.

DIFFUSER & GRILLE SCHEDULE

PEADEN

CD-170

RG-170

SUPPLY AIR CEILING DIFFUSER TO SUPPLY

170 CFM.

CD- CEILING DIFFUSER

170- AMOUNT OF CFM FROM DIFFUSER

RETURN AIR GRILLE TO RETURN 170

CFM.

RG- RETURN GRILLE

170- AMOUNT OF CFM INTO GRILLE

SUPPLY DIFFUSERS TO BE LAY IN 24"x 24" WITH

ROUND NECK AND 4 WAY AIR FLOW. TITUS OR

EQUAL.

RETURN GRILLES TO BE LAY IN 24"x 24" WITH

ROUND NECK AND EGG CRATE FACE. PROVIDE

WITH MANUAL DAMPER. TITUS OR EQUAL.

0-110 CFM= 6"Ø RUNNOUT

111- 240 CFM= 8"Ø RUNNOUT

241- 420 CFM= 10" RUNNOUT

HVAC SHEETS LIST:

M-0.0- HVAC SCHEDULES, NOTE, & DETAILS

M-1.1- HVAC FLOOR PLAN

NO. REVISION DATE BY

SHEET:

PROJ. NO.

SCALE:

DATE:

Sheet Title

DRAWN BY:

SHT. REF. NO.

TYNDALL A.F.B., FL. 32403

M-0.0 11

REPAIR LOGISTICS OFFICE

BLDG #274

D. LINDSEY

PEADEN

HVAC SCHEDULES, NOTES, & LEGENDS

1 MAR 13

NO SCALE

12-1036

DESIGN BUILD REVIEWED

ACKNOWLEDGEMENT

TRADE INITIALS DATE

HVAC

PLUMBING

PIPING

FIRE SPRINKLER

ELECTRICALAS- BUILT

ROOM 1

FEC

OPEN OFFICE

UNISEX

RESTROOM

EXISTING

CONCRETE PADS

NEW CONCRETE

PAD FOR HP-1

NEW OFFICES TO HAVE MEZZANINE ABOVE

EF-1

AHU-1 TO SIT ON MEZZANINE

O M

RUN BELOW

MEZZANINE FLOOR

CD-170

CD-165 CD-165

CD-100

WALL CAP

RG-170

RG-165

WALL CAP

100 CFM OA

HP-1

AHU-1

(ON MEZZANINE)

16x8 RA

DOWN

8x16 SA

DOWN

8x16 SA

14x6 SA

(BELOW MEZZANINE)

8x6 SA (BELOW MEZZANINE) 6x6 SA12x6 SA (BELOW MEZZANINE)

MVD

MVD MVD MVD MVD

NO. REVISION DATE BY

SHEET:

PROJ. NO.

SCALE:

DATE:

Sheet Title

DRAWN BY:

SHT. REF. NO.

TYNDALL A.F.B., FL. 32403

M-1.1 11

REPAIR LOGISTICS OFFICE

BLDG #274

D. LINDSEY

PEADEN

HVAC FLOOR PLAN

1 MAR 13

1/4" = 1'

12-1036

DESIGN BUILD REVIEWED

ACKNOWLEDGEMENT

TRADE INITIALS DATE

HVAC

PLUMBING

PIPING

FIXTURE SCHEDULE

TAG FIXTURE DESCRIPTION DRAIN SIZE COLD WATER HOT WATER NOTES

P-1 ELONGATED, FLOOR MOUNTED, TANK TYPE ADA TOILET 4" 1

2" - PROVIDE OPEN FRONT SEAT

P-2 WALL HUNG ADA LAVATORY WITH FAUCET 11

2" 1 2" 1

2" PROVIDE ADA TRAP COVER; MOUNT RIM @ 34" A.F.F.

P-3 2" FLOOR DRAIN 2" - - PROVIDE DEEP SEAL TRAP

GENERAL PLUMBING NOTES:

1. ALL PLUMBING TO BE INSTALLED FOLLOWING APPLICABLE PLUMBING CODES.

2. ALL SANITARY DRAIN, WASTE, AND VENT PIPING TO BE PVC.

3. ALL DOMESTIC WATER PIPING TO BE TYPE L COPPER INSIDE BUILDING FOOTPRINT. DCW TO BUILDING MAY BE SCH. 40 PVC.

4. PROVIDE FLOOR DRAIN WITH DEEP SEAL TRAP IN LIEU OF MECHANICAL TRAP PRIMER.

5. ALL DRAIN, WASTE, AND VENT PIPING TO BE SLOPED AS FOLLOWS:

2" AND BELOW= 14"/ FT.

3" AND ABOVE= 18"/ FT.

6. ALL PORCELAIN TO BE WHITE & FAUCETS TO BE CHROME UNO.

7. INSULATE ALL DOMESTIC WATER PIPING W/ 1" WALL ARMAFLEX .

8. SCHEDULES AND NOTES MAY OR MAY…

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