Appendix F Drawings.pdf

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SD

FD

FE

C

9' -1

0"

7"

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

CONCRETE NOTES

#1, #3, #4 & #6

#2, #3 & #7

ROLL UP DOOR

NOTES #1, #2 & #3

CONCRETE NOTE #9

2'

" 41'-8"

FEC

'-5

3'-0"

'-5

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

EPOXY

4" 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

HM WELD

METAL ROLL-UP

FLUSH

HM WELD HM

HM

16'-0"

FINISH FLOOR

V E

R

IF

Y

A V

H

IG

T

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

SHEET:

PROJ. NO.

SCALE:

DATE:

Sheet Title

DRAWN BY:

DESIGNED 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

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

100'-0"

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

60'-0"

325th CIVIL ENGINEERING SQUADRON

DATE: PROJ. NO.

Task Order No.

04-1004

A-2 6 15

ELEVATION PLAN

17 DEC. 03

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

R.TURPIN

CONST. ENGINE

STORAGE FAC.

B

D

REVISION

2 FEB. 04

24 MAR. 04

25 MAR. 04

6 AUG. 04

D.J.G.

AutoCAD SHX Text

METAL ROOFING

CONCRETE PAD

CONCRETE PAD

SPLIT RIB BLOCK

DOOR

METAL SIDING

RIDGE VENT

RAMP , SLOPE 1:12

STEEL CONCRETE FILLED BOLLARD

EAVE HEIGHT

METAL SIDING

RIDGE VENT

METAL ROOFING

EAVE HEIGHT

14'x14' ROLL-UP DOOR

14'x14' ROLL-UP DOOR

6" STEEL CONCRETE FILLED BOLLARD

6" STEEL CONCRETE FILLED BOLLARD

GUTTER & DOWN SPOUTS

FINISH GRADE

FINISH GRADE

GUTTER & DOWN SPOUTS

M

O

I

N

NO.

DATE

BY

SHT. REF. NO.

OF

EAST

A-2

NORTH

A-2

Sheets and Views

Model

(TYP)

R = 2'-0"

8" SPLIT BLOCK

ELECTRONIC READER BOARD

CAST-IN-PLACE SLOPING

PLANTER WALL

TYP @ COLS

W/ 3-#4 EW

3'x3'x1' FTG

DENOTES WEEPS @

32" O/C (TYP)

TOP CONC

EL. 0'-0"

EL. -0'-1"

TYP W/ OPPOSITE END

ELEVATIONS & WEEPS,

1/4" = 1'-0"

FOUNDATION PLAN

SLOPE

1/4" / FT.

1/4" / FT.

SLOPE CONCRETE TO

DRAIN TO WEEPS

NOTE: VERIFY WITH CONTRACTOR BEFORE POURING SLAB, ALL REQUIRED CONDUITS

FOR GUARDHOUSE, GUARDPOST AND SEARCH POST

TOILET

BREAK

STORAGE

WORK AREA

PLASTIC LAMINATE

COUNTERTOP

B/C

B/C

LOCKING BASE

CABNET

DF

REF

(BELOW)

M/W

(ABOVE)

PLAS. LAM.

COUNTERTOP

GUN RACK

THROUGH WALL

AC/HEATING

UNIT

FLOOR PLAN

ROOF

GUN RACK

OPEN

BELOW

OPEN

BELOW

EDGE OF

COUNTER BRACKET

3' X 3' COMM CABINET

ROOF FRAMING PLAN

VTR

RIDGE

C6x16 GAUGE STUDS

@ 24" O/C

TS 6"x6"x3/8"

ABOVE F.F.

EL. +9'-0"

TS 6"x6"x3/8"

C6x16 GAUGE STUDS

@ 24" O/C

C3-5/8"x16 GAUGE TRUSSES

(TYP)

TOP OF SILL

BOTTOM OF BEAM

ELEV. 8'-0"

ELEV. 4'-0"

ELEV. 0'-0"

ELEV. 9'-0"

TOP OF BEAM

SIDE ELEVATION

VENT THRU ROOF W/ COLLARED

RUBBER BOOT FLASHING

CAST-IN-PLACE CONC. BEAM

MISTING FAN (THIS SIDE ONLY)

LEVEL 3 BALLISTIC RATED

GLASS (TINTED BRONZE)

DOOR W/ TRANSOME

AMANA THRU WALL A/C UNIT

PRECAST CONCRETE SILL

(SEE SPECS - SECTION 15800)

SMOOTH FACE BLOCK

TOP OF CONCRETE

FRONT ELEVATION

SLOPING PLANTER WALL

PRECAST CONCRETE COPING

ALUMINUM DOWNSPOUT

GUTTER

GLASS

STANDING SEAM METAL ROOF

REAR ELEVATION

SLOPING PLANTER WALL

PRECAST CONCRETE COPING

ALUMINUM DOWNSPOUT

GLASS

ROOF PLAN

VTR

E/F

ROOF SLOPE 4/12

ROOF SLOPE 4/12

HIP

RIDGE

DS

HIP RIDGE

SLOPE 3/12

HIP RIDGE

SLOPE 3/12

WINDOW SCHEDULE

SIZE

TYPE

REMARKS

MARK

3'-0"X7'-0"X1 3/4"

LEVEL 3 BALISTIC GLASS AND FRAME

METAL DOOR

2'-4"x6'-8"x1 3/8"

4'-0"X8'-8"

LEVEL 3 BALISTIC GLASS (TINTED BRONZE)

W/ 2'-4" SIDE LIGHT & TRANSOME

3'-0"X7'-0"X1 3/4"

LEVEL 3 BALISTIC GLASS AND FRAME

IN METAL FRAME

METAL DOOR

2'-4"x6'-8"x1 3/8"

4'-0"X6'-0"

LEVEL 3 BALISTIC GLASS (TINTED BRONZE)

2'-0"X4'-0"

LEVEL 3 BALISTIC GLASS

W/ 2'-4" SIDE LIGHT & TRANSOME

Xref Y:\TYNDALL AFB\Tyndall Gate\MP-BORDER.dwg

SHEET NO.:

JOB NO.:

T-A1

Y:\TYNDALL AFB

CAC

1/4" = 1'-0

7/29/04

GUARDHOUSE PLANS AND ELEVATIONS

203053

Sheets and Views

T-A1

P

S

G

F L

TY

AL

AI

FO

RC

BA

SE

LO

RI

5th

IV

IL

NG

IN

EE

QU

AD

RO

EP

AR

TM

EN

TH

IR

CE

UP.

UP.

UP

UP

122B

122A

121B

121A

123B

123A

124B

124A

125B

125A

126B

126A

120B

120A

119B

119A

118B

118A

127B

127A

128B

128A

129B

129A

130B

130A

132B

131A

131B

132A

117B

117A

116B

116A

114B

115B

115A

114A

133B

133A

134B

134A

135B

135A

113B

113A

112B

112A

136B

136A

137B

137A

138B

138A

111B

111A

110B

110A

Sheet of

BUILDING 1046

Revisions

PREPARED BY:

REVIEWED BY:

ISSUE DATE:

119 ALABAMA AVE.

TYNDALL AFB, FL 32403

FAX: (850) 283-0233

TEL: (850) 283-6486

t h

W

Sheets and Views

ARCH D

FLOOR PLAN - BLDG 274

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

SD

'-1

7"

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

'-3

3 1

'-4

'-8

25' 100'

25' 25' 25'

'-9

'-1

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

100'

1'

1'1'

TY

AL

AI

RC

BA

SE

LO

5th

IV

IL

IN

EE

QU

AD

RO

EP

AR

TM

EN

TH

IR

CE

of

Project NO.

PREPARED BY:

REVIEWED BY:

ISSUE DATE:

119 ALABAMA AVE.

TYNDALL AFB, FL 32403

FAX: (850) 283-0233

TEL: (850) 283-6486

t h

W

BLDG 274

MIMS

MIMS

10 JUNE 2013

Sheets and Views

Master layout

R O

FF

IC

IA

USE O

NLY

PS-100

PS-200

CJ-1

NOTE 6 TYP

152 SLAB SEE

NOTE 4

NOTE 8

NOTE 3

FOUNDATION PLAN NOTES:

FOR GENERAL NOTE SEE DRAWING GS-001

1.

2.

ALL SLABS ON GRADE SHALL BE PLACED ON VAPOR BARRIER

OVER A 150 CAPILLARY WATER BARRIER. FINISH FLOOR

CORNERS TYPICAL.

PROVIDE #13x915 CORNER BAR AT MID-SLAB AT ALL RE-ENTRANT

3.

SLABS AT GRADE SHALL BE AS FOLLOWS:

4.

152 THICK WITH #13 @ 406 E.W. PLACED 38 FROM TOP OF SLAB

FOR SLAB JOINT DETAILS SEE LS-501 (NO DOWELS REQUIRED)

5.

203 CMU WALL WITH #16 BAR AT 610 O.C. VERTICAL, SEE SECTIONS

6.

AND NOTES ON LA-305 AND 306.

VERTICAL AT INTERIOR. SEE ARCH DRAWINGS FOR CONTROL JOINTS

7.

203 SOLID GROUTED CMU WALL WITH #16 BAR AT 610 O.C

FOR ADD'L PADS REQUIRED BY MECH,PLUMBING, AND ELECTRICAL.

MECHANICAL PAD PER EQUIPMENT REQUIREMENTS, SEE SECTION

E/PS-200 FOR PUMP PADS SHOWN ON PLAN, SEE SECTION F/PS-200

13005

12598

B.BRETTMAN

M.THOMASON

R.YOUNKER

AUGUST 2001

PAN-68-288

628PS100.DWG

IN CMU WALLS

17959

17595

5640 R

5640 R

C TRENCH

SEE NOTE 7

SEE NOTE 7

C TRENCH

10000

PS 1

SEE DRAWING PS-202 & PS-203 FOR PIPE SUPPORTS PROVIDE

ADDITIONAL PIPE STATIONS AS SHOWN ON MECHANICAL PLANS.

19251

SCALE IN MILLIMETERS

PS-3

PS-3

PS-2

13210

15545

COMBINE PIPE SUPPORT FOOTINGS

C PIPE SUPP

SLOPE FLOOR 25 TO DRAINS COORD

LOCATION OF DRAINS WITH TANKS

10. CONFIRM ALL PIPE SUPPORT DIMENSIONS AND LOCATIONS WITH

PIPE SUPPLIER.

ELEVATION 0.00 EQUALS ELEVATION 7.80 MSL

8.

9.

PS-203

Reference

Number:

No.

Approved of Engineers

US Army Corps

Mobile District

Description

Date

U.S. ARMY ENGINEER DISTRICT

9400 WARD PARKWAY

BURNS AND MCDONNELL

KANSAS CITY, MISSOURI 64114

TYNDALL AIR FORCE BASE, FLORIDA

CORPS OF ENGINEERS

MOBILE, ALABAMA

UPGRADE MAINTENANCE DOCK

Solicitation Number:

Checked By:

Designed By:

Drawn By:

CADD File Name:

Date:

File No.

Supervised By:

Symb.

COPYRIGHT 2001 BURNS AND McDONNELL ENGINEERING COMPANY, INC.

XLWU003002

F22 AD/AL MAINTENANCE FACILITIES

E. KRAUS

DACA01-01-R-0002

SEE NOTE 13

SEE NOTE 13

MAINTENANCE FACILITIES.

11. REFERENCE ALL AMMENDMENTS AND SPECIFICATIONS FOR F22 ADAL

12. CONTRACTOR TO COORDINATE FOR ANY REVISED PIPING CONFIGURATIONS.

13. PROVIDE 1000x1000x100 THICK STOOP WITH #13 AT 200 MAX

AT TANK LADDER

COORDINATE FINAL LOCATIONS OF MECHANICAL PLANS WITH PUMP

SUPPLIER (SEE PM-100)

(INSIDE TANK)

(INSIDE TANK)

23%%D

14. SEE ARCH DWGS FOR DOOR LOCATIONS

NOTE 15

15. MASONRY SCREEN WALL, SEE ARCH DRAWINGS FOR LOCATION AND DETAILS.

23%%D

COR-GT-1-005-3

PROVIDE FUEL-RESISTANT SEALANT IN ALL JOINTS IN BUILDING

AS-BUILT

Sheets and Views hp5

CMU WALL PER PLANS

EXPANSION JOINT

SLAB ON GRADE PER

PLANS

CENTER UNDER WALL

ALTERNATE HOOKS

2-#16 CONT

EXTERIOR GRADE

PER CIVIL

DOWELS TO MATCH

AND LAP VERTICAL

WALL REINF

SECTION

3-#16 CONT

3-#16 CONT

2-#16 CONT

CENTER UNDER WALL

ALTERNATE HOOKS

EXPANSION JOINT

WALL REINF

AND LAP VERTICAL

DOWELS TO MATCH

PER PLAN

#13 AT 305 EW AT

SLAB CENTERLINE

DOWELS AT 406 O.C.

19 DIA x610 SMOOTH

GREASE ONE END

SLAB ON GRADE

CMU WALL AND JAMB

FOOTING PER SECTION A/PS-200

EXTERIOR PAVING

PER CIVIL

19 DIAx610 SMOOTH

DOWELS AT 310

GREASE ONE END

BASE OF DOOR

PER ARCH

FOOTING PER

SECTION A/PS-200

#13@305 EACH WAY

SEE PLAN FOR

SLAB THICKNESS

13 PREMOLDED

JOINT MATERIAL

SEE MECH

DRAWINGS

#4@305 DWLS

CHEMICAL BOND

ADHESIVE

ROUGHEN SURFACE

TO 8 AMPLITUDE

VARIES SEE MECH

DWGS 102 MIN

#3@305 EW

EQUIPMENT PADS TO BE SIZED FOR

EQUIPMENTS FURNISHED. EQUIPMENT

PADS TO EXTEND A MINIMUM 152

BEYOND EQUIPMENT BASE ON ALL SIDES.

NOTES:

TANK BOTTOM

TOP OF EL 0.03

NOTE 3 AND 4

NOTES 1 & 2

#13@406

8-#19 CONT

NOTE 2

TOC EL 0.00

TANK SHELL

1. EXCAVATE, BACKFILL AND COMPACT IN ACCORDANCE WITH PROJECT SPECIFICATIONS

2. SCARIFY, STABILIZE AND COMPACT TOP 1524 OF EXPOSED SUBGRADE PER PROJECT

SPECIFICATIONS.

3. CONTRACTOR TO COORDINATE FOUNDATION FOR CENTER POST AS REQUIRED.

NOTES:

305 THICK x 1067 SQUARE MINIMUM FOOTING WITH #4@305 EW-T&B

4. CONTRACTOR TO COORDINATE EQUIPMENT SUPPLIED.

FLAT BAR

6x51x254

@ 305

CHECKERED 6

(SECTIONS TO BE

610 LONG MAX)

63x63x6

WITH BAR 6x6

(DISCONTINUE

AT SLAB JOINTS)

75-305

75-305

DETAIL

2-#13 CONT INTERRUPTAT

#13@305

PER PLANS

TRENCH

TANK

FOUNDATION

SECTIONS & DETAILS

B. BRETTMAN

R.YOUKER

PAN-68-290

628PS200.DWG

EL 0.00

SEE NOTE 7, PS-100

SEE NOTE 7, PS-100

CLR

CLR

(COORD WITH TANK SUPPLIER)

GRADE BEAM

AT SLAB JOINTS

SLOPE 25

TO END

EL 8.00

PER ARCH

BEYOND PER PLANS

Sheets and Views hp5

PS-202

PIPE SUPPORT DETAILS

B.BRETTMAN

R.YOUNKER

PAN-68-292

628PS202.DWG

#13 TIES

@ 305

12-#16

VERT.

T/C EL 0.30

#13@305

EW TOP & BOTTOM

FOR PIPE SUPPORT

STEEL SEE THIS SHEET

T/C EL 0.30

#13@12

EW TOP & BOTTOM

SUPPORT STEEL

THIS SHEET

38 GROUT

FOR FOUNDATION

SEE THIS SHEET

W8x24

T/S EL 2.44

10 P EACH SIDE TYP

PIPE SUPPORT PS-3 (2 REQ'D)

1:10

8-19%%C TYPE 2

ANCHOR BOLTS

PIPE SUPPORT FOUNDATION

PS-3 (2 REQUIRED)

W6x25

FOR ANCHOR BOLTS

SEE THIS DRAWING

38 GROUT

%%UPIPE SUPPORT PS-2 (4 REQUIRED)

1:20

PIPE SADDLES AND SUPPORT

TYP

TYP

PER MECHANICAL PLANS

TYP EA

FLANGE

254x202x19 BASE PLATE

4-25%%C TYPE II

ANCHOR BOLTS

WEB

NOT TO SCALE

%%UNOTE

1. FINISH FLOOR ELEVATION 0.00 EQUALS

ELEVATION 7.80

8-#16 BARS

VERTICAL

#13 TIE SETS

@ 200 O.C

4-25%%C TYPE II ANCHOR BOLTS

WITH 90 PROJECTION, SEE

SECTION A/PS-202

IN 38%%C HOLES

PIPE SUPPORT FOUNDATION

PS-2 (4 REQUIRED)

%%USECTION

%%UPLAN

%%UELEVATION

(SEE DWG PS-100)

TIES

VERTICALS

PLAN

ELEVATION

2. GALVANIZE ALL EXTERIOR PIPE SUPPORT

STEEL IN ACCORDANCE WITH ASTM A123

Sheets and Views hp5

38608

%%UFIRE PUMPS

LVRNO

WATER STORAGE TANK

(250,000 GALLON)

MATERIAL

MATERIAL

45mm THICK

ALL HM DOORS

STL

D1

STL

HEAD

12 SIM

21 SIM

SILL

JAMB

NO

DOOR SIZE

FRAME

DETAILS

HARDWARE

(HW SET)

LABEL

LVRNO

%%UDAY TANKS

(126'-8")

(26'-8")

(12'-8")

LETTER

TAG

L-03

L-02

L-01

LOUVER

NO

LOUVER SCHEDULE

HEAD

WIDTH X HEIGHT

x

4 SIM

FINISH OPENING SIZE

HEAD ELEV.

JAMB

SILL

5 SIM

6 SIM

56 1/16

CJ

WALL CONTROL JOINT

BEHIND DOWNSPOUT

- TYPICAL

REFERENCE DRAWING LA-606 FOR SIMILAR LOUVER

DETAILS AND ELEVATIONS

DETAILS

REFERENCE DRAWINGS LA-602, LA-603 & LA-604

FOR DOOR TYPES, DOOR FRAMES AND SIMILAR

FINISH SCHEDULE:

INTERIOR

ALL EXPOSED STRUCTURAL ELEMENTS, MISCELLANEOUS STEEL / METAL,

ALL CONCRETE FLOORS SHALL BE SEALED.

DUCTWORK, PIPES, EQUIPMENT, SUPPORTS, CONDUITS AND CLOSURES SHALL

BE PAINTED PAINT COLOR 1055, POLAR WHITE AS MANUFACTURED BT ICI. PAINT

EXTERIOR

FOR THE WATER STORAGE TANKS AND EXTERIOR PIPES AND SUPPORTS.

FRAMES, INSULATED OVERHEAD ROLL-UP DOORS AND FRAMES SHALL

c. ALL THE ARCHITECTURAL LOUVERS, DOWNSPOUTS, H.M. DOORS

TYPE 5

SPLIT RIBBED (LIGHT TAN CREAM)

SPLIT RIBBED (LIGHT BROWN)

TYPE 4

b. ARCHITECTURAL MASONRY UNITS INTEGRAL COLOR AND PATTERN

SHALL BE:

SHALL MATCH THE LO/CRF (MEDIUM BRONZE).

EXTERIOR COLOR SCHEDULE

a. METAL ROOF AND ASSOCIATED TRIM, FLASHINGS, GUTTERS AND DOWNSPOUTS

WALL LEGEND

2 HOUR FIRE RATED MASONRY BEARING WALL ASSEMBLY

(UL DESIGN NO. U905)

REFERENCE ALL AMENDMENTS AND SPECIFICATIONS FOR F22 ADAL

ARCHITECTURAL FLOOR ELEVATION 0.00 = ACTUAL FLOOR ELEVATION 7.80

OF ANY/ALL DISCREPANCIES BEFORE START OF WORK.

AND CONVERSIONS AS THEY RELATE TO CONSTRUCTION DOCUMENTS,

BUILDING LAYOUT SYSTEMS AND MATERIAL. NOTIFY CONTRACT OFFICER

CONTRACTOR SHALL VERIFY AND COORDINATE ALL MEASUREMENTS

GENERAL NOTES:

STEEL PLATE

SEE STRUCTURAL

DRAWINGS FOR

L-04

ELEC. EXTERIOR LIGHT

RE: ELEC. DWGS

d. GRIND SPLIT FACE BLOCK AS REQUIRED AT ATTACHMENT OF GUTTER

AND GABLE TRIM FOR TRUE, STRAIGHT AND PLUMB INSTALLATION.

CONCRETE STOOP

RE: STRUCT. DWG

METAL DOWNSPOUT

W/ SPLASHBLOCK

(TYP.)

W/ SPLASHBLOCK

METAL DOWNSPOUT

FIRE PUMP HOUSE

PROVIDE AND INSTALL 5 lb "ABC" RATED DRY CHEMICAL FIRE EXTINGUISHER

LOCATION WITH CONTRACT OFFICER.

WITH WALL BRACKET ADJACENT TO DOORS 100, 101, AND 103. VERIFY

ALIGN

15849

(52'-0")

(1'-0")

HOLLOW METAL DOORS & FRAMES AND COILING DOOR TO MATCH THE ROOF COLOR.

MATCH ROOF COLOR. VERIFY PAINT COLOR WITH CONTRACTING OFFICER

PR

EEW

ABOVE DOOR

(42'-8")

(41'-4")

ALL EXTERIOR MASONRY SHALL BE SEALED.

REFERENCE MASONRY DETAILS ON DRAWINGS LA-305 AND LA-306.

203%%C CONC. FILLED

PIPE GUARDPOST

RE: TYP. GUARDPOST

DETAIL 1 ON LA-101

FIRE PUMP

CONTROLLER PAD (TYP. OF 5)

PUMP PAD

RE: STRUCT.

DWGS

(TYP. OF 5)

SUMP - RE: STRUCT.

DRAWINGS

PIPE RACK

RE: STRUCT. DWGS

EQUAL

PA-100

R. JONES

I. CHANG

RMB

PAN-68-284

628PA100.DWG

Sheets and Views layer1

38608

(126'-8")

(26'-8")

(12'-8")

PA-101

PA-200

PA-300

GABLE TRIM

METAL GUTTER

AND DOWNSPOUT (TYP.)

CONTINUOUS METAL

RIDGE COVER

FACILITIES.

REFERENCE ALL AMENDMENTS AND SPECIFICATIONS FOR F22 ADAL MAINTENANCE

/ SLEEVE - TYPICAL

SEALANT ALL AROUND

STAINLESS STEEL FLASHING

203 NOM. CMU WALL

BOTH SIDES

25 MIN

102 MIN

50 MIN

(HEAT RESISTANT INSULATION

PACK VOID W/ INSULATION

PIPE OR CONDUIT

ROOF DECK

STANDING SEAM METAL ROOF SYSTEM

OVER VAPOR BARRIER ON R-8

RIGID ROOF INSULATION AND METAL

AS REQUIRED AT ATTACHMENT

SCALE IN MILIMETERS

PRECAST CONCRETE CAP

c

6-#13

TOP & BOT.

PAVING OR GRADING

TOP OF CONC.

EL = 7.80

4-#13 E.F.

CONCRETE FOOTING

#13 @ 203 SET INTO

HORIZ. WIRE REINF.

VENEER - CAVITY

FILLED W/ CONCRETE

@ 406 O.C.

W/ 2#13 BARS

#13 @ 305 O.C.

TOP AND BOT.

#13 @ 203 O.C.

813 (SPLIT RIBBED - TYPE 4)

1625 (SPLIT RIBBED - TYPE 5)

4" NOMINAL CMU

VENT

ALL PENETRATIONS THROUGH FLAT PANEL ONLY.

BY ROOFING CONTRACTOR

FLEXIBLE FLASHING

STANDING SEAM

S.S. BAND CLAMP

VENT PIPE

TYPICAL VENT PIPE

PENETRATION DETAIL

3 : 12

CONTINUOUS SEALANT

CLOSURE EACH SIDE

2 PIECE 22 GA. MIN. METAL

HAMMED EDGES

51 MIN

51 MIN

MECH. PIPE - RE: MECH.

203 NOMINAL CMU WALL

PACK VOID W/ INSULATION

DRAWINGS FOR SIZES

AND LOCATIONS

CONTINUOUS SEALANT

PLATE @ PERIMETER

REINF.

BOND BEAM W/ HORIZ.

10 x 200 METAL

203 NOMINAL CMU

PA-PA-101

NOT OT SCALE

OF OPENING

GRIND SPLIT FACE BLOCK

OF METAL CLOSURE

(HEAT RESISTANT

SEALANT @ EXHAUST)

@ EXHAUST)

(41'-4")

SEE MECH. DWGS FOR PIPE SIZE

SEE MECH. DWGS FOR PIPE SIZE

457 MIN

SCALE IN MILIMETERS

OF METAL GUTTER

WOOD BLOCKING

SHT. METAL FLASHING

102 x 127 RECTANGULAR

METAL DOWNSPOUTS (TYP.)

REFERENCE STRUCTURAL DRAWINGS

FOR JOIST BEARING DETAILS

203 NOMINAL CMU WALL

REFERENCE DWG LA-305 AND LA-306

FOR STANDARD MASONRY DETAILS

PAN-68-285

628PA101.DWG

Sheets and Views layer1

GROUND FLOOR EL = 0.00

JOIST BEARING EL = 4.27

RIDGE LINE EL = 5.28

(EL = 100'-0")

(EL = 114'-0")

(EL = 117'-10")

(EL = 110'-10")

JOIST BEARING @ DAY TANKS EL = 3.30

AND DOWNSPOUT

SPLIT RIBBED CMU

INSULATED OVERHEAD

ROLL-UP DOOR

METAL LOUVER

HOLLOW METAL DOOR

AND FRAME

BEYOND

METAL LOUVER

(TYPE 4)

-TYPICAL

FACILITIES.

REFERENCE ALL AMENDMENTS AND SPEC'S FOR F22 ADAL MAINTENANCE

FOR MECHANICAL SILENCER

PIPE PENETRATIONS (TYP. OF 4)

(TYPE 5)

SPLIT FACED CMU

RE: TYP. GUARDPOST DETAIL 1 ON LA-101

203%%C CONC. FILLED PIPE GUARDPOST

WALL OPENINGS

-TYPICAL

100mm MIN.

OVERLAP

METAL CLOSURE

CLOSURE EACH SIDE

2 PIECE 22 GA. MIN.

2 PIECE 22 GA. MIN.

EXTERIOR ELEVATIONS

PAN-68-286

628PA200.DWG

Sheets and Views layer1

BUILDING SECTION

TOP OF CMU EL = VARIES

JOIST BEARING EL = 3.30

JOIST BEARING EL = 3.30

/JOIST BEARING EL = 4.27

AND ROOF DECK

PANELS ON RIGID INSULATION

BUILDING SECTION

TOP OF CMU EL = VARIES

CONTINUOUS METAL RIDGE COVER

203 NOMINAL

CMU WALL

CONTINUOUS METAL RIDGE COVER

PANELS ON RIGID INSULATION

AND ROOF DECK

CMU WALL

203 NOMINAL

TOP OF CMU

SPLIT RIBBED - TYPE 4

SPLIT RIBBED - TPYE 5

CONTINUOUS METAL GUTTER

W/ HORIZ. REINFORCINGS

CONCRETE SPLASHBLOCK

VAPOR BARRIER

6" GRANULAR FILL

203 NOMINAL CMU (2 HOUR

FIRE RATED CONSTRUCTION

UL DESIGN NO. U905)

CONTINUOUS METAL GUTTER

CONCRETE SPLASHBLOCK

REFERENCE STRUCTURAL

DRAWINGS FOR STEEL JOIST

SIZES AND ANCHORAGE DETAILS

CONTINUOUS 20 GA. GALV.

METAL CLOSURE EACH SIDE

FILL METAL ROOF DECK FLUTE

& VOID SPACE W/ FIRE SAFING

INSULATION

ATTACH TO ROOF DECK ONLY

PIPE PENETRATIONS (TYP. OF 4)

WALL OPENINGS FOR MECHANICAL SILENCER

REFERENCE ALL AMENDMENTS AND SPECIFICATIONS FOR F22 ADAL

MASONRY DETAILS.

REFERENCE DRAWINGS LA-305 AND LA-306 FOR STANDARD

REFERENCE DRAWINGS LA-503 AND LA-504 FOR TYPICAL/SIMILAR

WALL AND ROOF PENETRATION DETAILS.

PREFINISHED METAL LOUVER

ASSEMBLY W/ INSECT SCREEN

CONT. SEALANT ALL AROUND

BOTH SIDES

PREFINISHED SILL FLASHING

SET IN CAULK BED

SUPPORT AT PERIMETER

OF LOUVER AND DAMPER

UL DESIGN NO. U905)

FIRE RATED CONSTRUCTION

203 NOMINAL CMU (2 HOUR

FIRE PUMPS

DAY TANKS

FIRE PUMPS

SPLIT FACED CMU - TYPE 5

VARIES

6.

AT GUTTER, PROVIDE SMOOTH FACE BLOCK

(LIGHT TAN CREAM)

CUT BLOCK

(LIGHT TAN CREAM)

SMOOTH FACE BLOCK

AT GUTTER, PROVIDE

-TYP.

SUMP-RE: STRUCT.

DWGS

-TYP.

TRENCH

RE: STRUCT. DWGS

SIMILAR

OPP. HAND

OF GABLE TRIM

TO MATCH SLOPE

PIPE RACK - RE: STRUCT

DRAWINGS FOR DETAIL

CONTINUOUS ANGLE

EAVE HEIGHT EL = 3.55

EAVE HEIGHT EL = 4.55

(FIELD VERIFY)

(FIELD VERIFY)

WALL AND BUILDING

SECTIONS

PAN-68-287

628PA300.DWG

Sheets and Views layer1

'-6

14'-0" 13'-2"

30'-2"

EXTEND 90° HOOKS TO

OPPOSITE VERTICAL

REINFORCEMENT

#6 BAR IN "U" SHAPE, VERTICALLY

SPACED @ 6" C-C. EXTEND TO 8'

FROM WALL CORNER

DIAGONAL REINFORCEMENT,

#4 BAR @ 6" VERTICAL C-C

SPACING. STRING FROM OUTER

TO OUTER LONG, REINFORCEMENT

TYP STIRRUP

PLACEMENT

PATTERN

NOTE:

1 - INTERIOR BEND RADII

#3 STIRRUPS: 0.75"

#4 1.5" #5 1.8" #6 2.25"

2 - MIN. LAP SPLICE LENGTH

#5 21"

3 - PROVIDE 2" CLEAR COVER

FOR ALL REINFORCEMENT

IN FOOTING

3'-0"

3'

5' -2

24'-2"

11'-2"

15'-0" 4'-0"

6'

1" 9'

1"

12'-0"

6'-0"

6'

21'-4"

19'-0"

7'

1'-2"4"

6"

1/2" WEDGE

ANCHOR

#5 LONGITUDINAL BARS,

12" C-C FROM 6" ABOVE

FOOTING FACE

#3 STIRRUPS PLACED 6" C-C

VERTICAL SPACING. BEGIN

2' FROM FOOTING FACE, TO

4'-8" ENTIRE LENGTH OF WALL

#6 VERTICAL

REINFORCEMENT 6" C-C

#5 BAR DEFORMED

AROUND LONGITUDINAL

BARS, 12" C-C

EXTEND 90° HOOKS TO

OPPOSITE VERTICAL

REINFORCEMENT

4"x4" TREATED

POSTS

2' -6

-6

7'

1'-2" 4"

3'

12'-0"

6'-0"

1/2" WEDGE

ANCHOR

STEM WALL

4" x 4" POSTS

SAND

CONCRETE FOOTING & STEM WALL NOTES:

1 ALL FOOTINGS SHALL BE A MIN. OF 6" BELOW NEW FINISH GRADE ELEVATION

2 CONTRACTOR SHALL EXCAVATE, FORM & PLACE A 4'W x 18"D SPREAD FOOTING & 14" x 7'H STEM WALL. CONCRETE SHALL BE A MIN. OF 4000 PSI.

3 CONTRACTOR SHALL FURNISH & INSTALL RE-INFORCING STELL

4 CONTRACTOR SHALL FILL ALL VOIDS & BUFF THE STEM WALL w/MORTER &

BURLAP SACK METHOD.

5 CONTRACTOR SHALL WRECK ALL BELOW & ABOVE GROUND FRAMEWORK

6 CONTRACTOR SHALL PLACE & COMPACT CRUSHED CONCRETE AROUND FOOTING

BRINGING THE ENTIRE SITE TO FINISH GRADE. MAX. 218 YARDS OF CRUSHED CONCRETE

FINISH LUMBER NOTES:

1 CONTRACTOR SHALL FURNISH & INSTALL NOMINAL 4"x4" TREATED POST ALONG

ALL INTERIOR WALLS OF THE NEW BUNKER. POSTS SHALL EXTEND FROM THE

CRUSHED CONCRETE PAD TO THE FINISH GRADE OF THE STEM WALL.

2 POST SHALL BE ANCHORED INTO THE CONCRETE STEM WALL w/WEDGE ANCHOR

TOP & BOTTOM.

PROJ. NO.

S-1 221/2" = 1' - 0"A. BOLING

STRUCTURAL PLAN

B. ROCHA

REPLACE EOD BUNKER

31 OCT 13

8200 AREA

13-1054

APPROVED PER CE

AS BUILTSB

A 29 OCT 13

20 OCT 14 AAB

AAB

CROSS SECTION OF BUNKER

SCALE: 1/2"=1'-0" AS BUILTS

BUNKER WALL SECTION

SCALE: NTS

WALL LAYOUT