Contract #

I FB #

PN 66099 FY 2013

Building Strong

of Engineers

US Army Corps

COS STANDARD DESIGN

SSA WAREHOUSE 44220

CLIMATE ZONE 3B - FORT BLISS TX

OCTOBER 2012

100% DESIGN

Fort Worth District

1'-0" 1'-0"

1'-0"

8"

2'-4"

1'-0" 1'-0" 1'-2"

1'-4"

1'-0"

U.S.

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DEAD SNOW WIND

(UNO)PEMB COLUMN

E-1, E-2, E-8, E-9A-3, A-4, A-8, A-9

X-BRACING @

COLATERAL EARTHQUAKE DEAD SNOW WINDCOLLATERAL EARTHQUAKE WIND EARTHQUAKE

VERTICAL LATERAL LONGITUDINAL

GRIDS A & E, 1&11

0 0 5 13

+8

+1 0

+4

+8

+8

0 0

+3

0/-44

-1/-22

0 0

+1/-1

+2/-2 +6

+4

0

+5

+2

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+9

+5

0

+4

+2

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-1/-21

-1/-12

-7/+7

+3/-3

+2/-2

+1/-1

0

0

0

0

0

0

LONGITUDINAL LOAD IS THE HORIZONTAL COMPONENT OF THE BRACE LOAD ACTING IN THE DIRECTION OF THE BRACE.

(-) VERTICAL LOAD IS ACTING UPWARD ON FOUNDATION ; (-) LATERAL LOAD IS ACTING INWARD TOWARDS BUILDING.

(+) VERTICAL LOAD IS ACTING DOWNWARD ON FOUNDATION ; (+) LATERAL LOAD IS ACTING OUTWARD AWAY FROM BUILDING.

3.

2.

1.

F1

F2

F3

FOOTING MARKLXW

LENGTH X WIDTH

T

THICKNESS

EACH WAY

EQUALLY SPACED

BOTTOM REINF

EACH WAY

EQUALLY SPACED

TOP REINF

REMARKS

(6) - #5

(4) - #4

(6) - #5

(4) - #4

3.

2.

1.

3.

2.

1.

FOOTINGS FOR ALL PERIMETER COLUMNS SHALL BE CENTERED 1' - 2" INBOARD OF GRIDS A, E, 1, AND 11.

SEE PEDESTAL NOTES FOR DOWELS

REFER TO NOTE V.C.13 ON DRAWING SE001.

FOOTING NOTES:

3.

2.

1.

PEDESTAL NOTES:

GRIDS 1&11, B, C AND D

FOOTING SCHEDULE

GRIDS A & E, 10

GRIDS A & E, 2-9 +8 0/-40 +2/-2 +6 +4 +8 +3 0/-18 +3/-3 0 0

LIVE

ROOF

LIVE

ROOF

+12

+11

+16

+15

-4/+4

6.

5.

4.

3.

2.

1.

ASSUMED LOADING TO FOUNDATIONS FROM PEMB COLUMNS AND X-BRACING (UNFACTORED, KIPS)

+7

+6

-10/+10

LOCATED BELOW THE TOP OF CONCRETE PER NOTE 3.)PEDESTAL DETAIL IS SHOWN LOOKING DOWN ABOVE TOP OF CONCRETE ELEV = 100'-0". TIES ARE SHOWN SOLID FOR CLARITY. (TIES ARE ACTUALLY

ORIENTATION VARIES AND MAY BE MIRRORED, SEE PLAN.

TOP OF COLUMN PEDESTALS ELEV = 98' - 10"

PROVIDE (3) #3 TIES @ 3" O.C. STARTING AT 2" FROM TOP OF PEDESTAL ELEV = 98'-10" AND #3 TIES @ 8" O.C. FOR THE REMAINING HEIGHT, UNO.

#6 VERTICAL BARS SHOWN. PROVIDE 90 DEGREE STANDARD HOOK INTO FOOTING.

REFER TO NOTE V.C.13 ON DRAWING SE001.

ELEV = 98'-10"

T/ CONCRETE

GRID

FO

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ALL

BL

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8" x 2'-0" x 1'-2"

DE

EP

SE610

1 PEDESTAL TYPE P1SCALE: 3/4" = 1'-0"

GRID

9'-6" X 9'-6"

5'-0" X 5'-0"

3'-0" X 3'-0"

1'-4"

1'-0"

1'-0"

F4 7'-0" X 7'-0" 1'-4" (8) - #5 (8) - #5

(10) - #5(10) - #5

NOTES:

ELEV = 98'-10"

T/ CONCRETE

ELEV = 100'-0"

T/ CONCRETE

WALL

RETAINING

ELEV = 100'-4"

T/ CONCRETE

SE610

2

SE112

SE111 SCALE: 3/4" = 1'-0"

PEDESTAL TYPE P1A

NOTE: SEE 1/SE610 FOR INFORMATION NOT SHOWN.

SE111

UNO

ELEV = 100'-0"

T/ CONCRETE

3

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257'-4"

79'-4"

0 1648 3216

" = 1'-0"161SCALE:

SITE ORIENTATION

RE: CIVIL FOR

NORTH

PLAN

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1

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

AE110 AE112AE110 AE111

1 1

AE110 AE210

AE110 AE210

AE110 AE210

AE110 AE210

A

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AE110 AE310 AE110 AE310 AE110 AE310

AE110 AE310

A B C

A B C

D

D

FLOOR PLAN

STANDARD DESIGN SQUARE FOOTAGE

LOCAL CONDITIONS

DESIGN TO SITE AS REQUIRED FOR

EXTERIOR LOADING DOCK AND RAMP

GENERAL SHEET NOTES

THICKNESS FOR CLIMATE ZONE 3A AND 3B.

2. INSULATED METAL PANEL SHALL BE 2" IN

ROUGH OPENING.

EXTERIOR FACE OF GIRT, OR FROM EDGE OF

1. ALL EXTERIOR DIMENSIONS ARE FROM

3. PEMB EDGE OF FRAMING = 20415 SF

2. 2" PANEL EXTERIOR PANEL = 20528 GSF

1. DESIGN ALLOWS = 20640 GSF

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258'-0"

80'-0"

4'-0"

101'-0"

0 1648 3216

" = 1'-0"161SCALE:

SITE ORIENTATION

RE: CIVIL FOR

NORTH

PLAN

N

AE120

1

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AE120 AE210

CA B C

AE120 AE310

A

AE120 AE310

B

AE120 AE210

A

AE120 AE310

C

AE120 AE210

B

D

AE120 AE210

D

AE120 AE310

D

ROOF PLAN

1/1

2 S

LO

PE

1/1

2 S

LO

PE

AE120 AE121

1

AE120 AE122

1

5. RE: ELECTRICAL FOR LIGHTNING PROTECTION.

PENETRATION LOCATIONS.

4. RE: MECHANICAL & PLUMBING FOR ROOF

BE CONSIDERED IN LIEU OF SKYLIGHTS.

3. OTHER OVERHEAD DAY LIGHTING SYSTEMS MAY

FASCIA.

2. DIMENSIONS PROVIDED ARE FROM EDGE OF

1. CENTER SKYLIGHTS BETWEEN STRUCTURAL BAYS.

GENERAL SHEET NOTES

SEAM METAL ROOF

STEEL STANDING

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0 824 168

" = 1'-0"81SCALE:

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PLAN

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AE121AE120

1

SCALE: 1/8" = 1'-0"

PARTIAL ROOF PLAN

KEY PLAN

FO

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RE:A

E122

A

AE121 AE430

A

CLLC

LC LC

METAL FASCIA

4x6 METAL GUTTER

LC LC LC LC

4x6 METAL GUTTER 4x6 METAL GUTTER

4x6 METAL GUTTER

LC

2

AE121 AE570

GENERAL SHEET NOTES

5. RE: ELECTRICAL FOR LIGHTNING PROTECTION.

PENETRATION LOCATIONS.

4. RE: MECHANICAL & PLUMBING FOR ROOF

INFORMATION.

SKYLIGHTS, AND AE570 FOR ADDITIONAL SKYLIGHT

3. REFERENCE SPECIFICATION 08 60 45

FASCIA.

2. DIMENSIONS PROVIDED ARE FROM EDGE OF

OTHERWISE.

CENTERLINE OF THE NEAREST GRID UNLESS NOTED

1. CENTERLINES OF DOWNSPOUTS ARE AT THE

RE: 4/ AE570

METAL RIDGE

RE: 3/ AE570

@ RADIANT HEATERS, TYP.

MECHANICAL INTAKE/ EXHAUST

RE: 7/AE570

SKYLIGHT TYP

SEAM METAL ROOF

STEEL STANDING

SEAM METAL ROOF

STEEL STANDING

SEAM METAL ROOF

STEEL STANDING

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10/24/2012 11:07:16 AM

24'-2"

4'-0"

1'-2" 12'-6" 12'-6" 12'-6"12'-6"

12'-6" TYP

DS

AE121 AE431

E

1/1

2 S

LO

PE

1/1

2 S

LO

PE

DS DS

DS DS

DS

26'-0"

1'-0"

1'-2" 1'-0"

DSDS

DSDS

4'-0"

8'-0"

MECHANICAL UNIT

4x6 METAL GUTTER

MECHANICAL UNIT

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10/24/2012 11:08:23 AM

0 824 168

" = 1'-0"81SCALE:

NORTH

PLAN

N

AE122AE120

1

SCALE: 1/8" = 1'-0"

PARTIAL ROOF PLAN

KEY PLAN

LC LC

1/1

2 S

LO

PE

1/1

2 S

LO

PE

12'-6" LC

4'-0"

26'-0"

LC

LC 12'-6" LC

15'-6"

7'-6" LC

8'-0"

4'-0"

MECHANICAL UNIT

METAL RIDGE

4x6 METAL GUTTER4x6 METAL GUTTER

4x6 METAL GUTTER 4x6 METAL GUTTERMETAL FASCIA

12'-6"

LCLC

SKYLIGHT TYP

RE: MECHANICAL

EXHAUST FANS3/ AE410

ROOF ACCESS HATCH

RE: 5/ AE611

SUNSHADE (TYP.)

RE: 5/ AE611

SUNSHADE (TYP.)

RE: 5/ AE611

SUNSHADE (TYP.)

5. RE: ELECTRICAL FOR LIGHTNING PROTECTION.

PENETRATION LOCATIONS.

4. RE: MECHANICAL & PLUMBING FOR ROOF

INFORMATION.

SKYLIGHTS, AND AE570 FOR ADDITIONAL SKYLIGHT

3. REFERENCE SPECIFICATION 08 60 45

FASCIA.

2. DIMENSIONS PROVIDED ARE FROM EDGE OF

OTHERWISE.

CENTERLINE OF THE NEAREST GRID UNLESS NOTED

1. CENTERLINES OF DOWNSPOUTS ARE AT THE

GENERAL SHEET NOTES

RE: 3/ AE570

HEATERS, TYP.

AT RADIANT

INTAKE / EXHAUST

MECHANICAL

RE: 3/ AE570

STACK PENETRATION

PLUMBING VENT

SEAM METAL ROOF

STEEL STANDING

SEAM METAL ROOF

STEEL STANDING

SEAM METAL ROOF

STEEL STANDING

SEAM METAL ROOF

STEEL STANDING

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RE:A

E121

A

AE122 AE430

D

4'-0"

10'-0"

10'-0"

4'-0"

4'-0"

12'-8"

4'-0"

4'-8"

4'-0"

1'-0" 1'-2"

1'-2"

3'-0"

3'-0"

1'-0"

12'-6"

D.S. D.S.D.S.

AE122 AE430

B

AE122 AE431

C

D.S. D.S.D.S.

10'-0"

D.S.

SHEET NOTES

HARDWARE SCHEDULE NOTES

W RE: AE111 & AE112.

SYMBOL FOR WINDOW TYPES. 7.

WINDOW DETAILS, AND AE612 FOR LOUVER DETAILS

6. RE: AE610 FOR DOOR DETAILS, AE611 FOR

UNLESS OTHERWISE NOTED.

5. ALL DOORS SHALL HAVE AN STC RATING OF 33,

WITH LIFE SAFETY PLANS.

4. ALL FIRE RATD DOORS SHALL BE COORDINATED

OR CERAMIC RATED GLAZING.

3. FIRE RATED GLAZING SHALL BE WIRE GLASS

SPECIFICATION SECTION 08 11 13.

PERFORMANCE LEVEL AS IDENTIFIED IN THE

2. IN THE DOOR SCHEDULE, LEVEL REFERS TO

OVERHEAD COILING DOORS.

13 STEEL DOORS AND FRAMES, AND 08 33 23

1. REFERENCE SPECIFICATION SECTIONS 08 11

ESCUTCHEON.

FUNCTION 1: EXIT ONLY, NO TRIM OR BLANK

TYPE 3: MORTISE EXIT DEVICE

A156.3-2001)

5. DESCRIPTION OF EXIT DEVICES: (ASNSI/BHMA

LEVER, OUTSIDE LEVER IS ALWAYS INOPERATIVE.

KEY FROM OUTSIDE OR BY OPERATING INSIDE

F07 STOREROOM LOCK: LATCH BOLT OPERATED BY

OPERATING INSIDE LEVER. AUXILIARY DEAD LATCH.

AND OUTSIDE LEVER FROM OUTSIDE OR BY

BY OPERATING KEY, OR PUSH BUTTON MECHANISM,

LOCKED, LATCH BOLT IS RETRACTED BY KEY, OR

PUSH BUTTON MECHANISM. WHEN OUTSIDE LEVER IS

LEVER IS LOCKED FROM OUTSIDE BY A KEY, OR

LEVER FROM EITHER SIDE EXCEPT WHEN OUTSIDE

F05 CLASSROOM LOCK: LATCH BOLT OPERATED BY

OR BY OPERATING INSIDE LEVER.

IS LOCKED, LATCH BOLT IS RETRACTED BY A KEY,

MEANS OTHER THAN A KEY. WHEN OUTSIDE LEVER

IS MADE INOPERATIVE BY A STOP OR MECHANICAL

FROM EITHER SIDE EXCEPT WHEN OUTSIDE LEVER

F04 ENTRY LOCK: LATCH BOLT OPERATED BY LEVER

(ANSI/BHMA A156.13-2005)

4. DESCRIPTION OF MORTISE LOCK SERIES 1000:

3. ALL INTERIOR DOORS SHALL HAVE SILENCERS.

2. PROVIDE 2 SPARE LOCK SETS OF EACH TYPE.

AND FACILITIES.

(ADA) ACCESSIBILITY GUIDELINES FOR BUILDINGS

36 CFR 1191, AMERICANS WITH DISABILITIES ACT

FEDERAL ACCESSIBILITY STANDARDS (UFAS) AND

ACCESSIBILITY REQUIREMENTS OF THE UNIFORM

1. SELECTED HARDWARE SHALL CONFORM WITH

OVERHEAD DOORS

OVERHEAD COILING DOORS & 08 36 13 SECTIONAL

BY OH MANUFACTURER. RE: SPEC: 08 33 23

B. OVERHEAD DOORS, HARDWARE TO BE PROVIDED

SHALL BE PROVIDED AT HARDWARE

A. DOORS ARE WIRE MESH TYPE. METAL PLATE

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