Attachment 1 Vol 1b Drawings Landscape Structural.pdf

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BLDG 116

AMERICAN LAKE

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AIR SUPPORT

OPERATIONS CENTER

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41ST DIVISION WAY

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L101

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ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILENAME

SCALE

SHEET

CAMP MURRAY

ASOG FACILITY

DATE

C

D

A

1 3 4 5 6 7 8

AIR SUPPORT

OPERATIONS CENTER

CHRIS MANZ

10078627

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

COMMUNICATIONS

C. STATSER

C. GIPSON

D. HOGAN

M. OSSANNA

T. PRICE

J. CAMPBELL

M. ADKISON

04/30/2023 ISSUED FOR CONSTRUCTION

6060 0

SCALE IN FEET

OVERALL PLANTING PLAN

10078627-00L100.DWG

1" = 60'

L100

GENERAL NOTES

KEY NOTES

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AIR SUPPORT OPERATIONS CENTER

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CAMPGROUND

AMERICAN

LAKE

BLDG 116

SHORELINE

B-1

B-3

B-2

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GENERAL NOTES

KEY NOTES

MATCHLINE - SEE SHEET L103 MATCHLINE - SEE SHEET L102

3030 0

SCALE IN FEET

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILENAME

SCALE

SHEET

CAMP MURRAY

ASOG FACILITY

DATE

C

D

A

1 3 4 5 6 7 8

AIR SUPPORT

OPERATIONS CENTER

CHRIS MANZ

10078627

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

COMMUNICATIONS

C. STATSER

C. GIPSON

D. HOGAN

M. OSSANNA

T. PRICE

J. CAMPBELL

M. ADKISON

04/30/2023 ISSUED FOR CONSTRUCTION

05 , TYP.

05 DECIDUOUS TREE PLANTING, 5 / L501

1. SEE SHEETS L501 AND L502 FOR LANDSCAPE

DETAILS.

2. SEE SHEET L601 FOR PLANTING SCHEDULE.

PLANTING PLAN

10078627-00L101.DWG

1" = 30'

L101

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AIR SUPPORT OPERATIONS CENTER

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CAMPGROUND

AMERICAN

LAKE

BLDG 116

SHORELINE

B-1

B-3

B-2

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D

GENERAL NOTES

KEY NOTES

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILENAME

SCALE

SHEET

CAMP MURRAY

ASOG FACILITY

DATE

C

D

A

1 3 4 5 6 7 8

AIR SUPPORT

OPERATIONS CENTER

CHRIS MANZ

10078627

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

COMMUNICATIONS

C. STATSER

C. GIPSON

D. HOGAN

M. OSSANNA

T. PRICE

J. CAMPBELL

M. ADKISON

04/30/2023 ISSUED FOR CONSTRUCTION

3030 0

SCALE IN FEET

1. SEE SHEETS L501 AND L502 FOR LANDSCAPE

DETAILS.

2. SEE SHEET L601 FOR PLANTING SCHEDULE.

PLANTING PLAN

BID OPTION 1A

10078627-00L101-1A.DWG

L101-1A

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AIR SUPPORT OPERATIONS CENTER

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CAMPGROUND

AMERICAN

LAKE

BLDG 116

SHORELINE

B-1

B-3

B-2

R

O

A

D

GENERAL NOTES

KEY NOTES

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILENAME

SCALE

SHEET

CAMP MURRAY

ASOG FACILITY

DATE

C

D

A

1 3 4 5 6 7 8

AIR SUPPORT

OPERATIONS CENTER

CHRIS MANZ

10078627

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

COMMUNICATIONS

C. STATSER

C. GIPSON

D. HOGAN

M. OSSANNA

T. PRICE

J. CAMPBELL

M. ADKISON

04/30/2023 ISSUED FOR CONSTRUCTION

3030 0

SCALE IN FEET

1. SEE SHEETS L501 AND L502 FOR LANDSCAPE

DETAILS.

2. SEE SHEET L601 FOR PLANTING SCHEDULE.

PLANTING PLAN

BID OPTION 1B

10078627-00L101-1B.DWG

L101-1B

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AIR SUPPORT OPERATIONS CENTER

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CAMPGROUND

AMERICAN

LAKE

BLDG 116

SHORELINE

B-1

B-3

B-2

R

O

A

D

GENERAL NOTES

KEY NOTES

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILENAME

SCALE

SHEET

CAMP MURRAY

ASOG FACILITY

DATE

C

D

A

1 3 4 5 6 7 8

AIR SUPPORT

OPERATIONS CENTER

CHRIS MANZ

10078627

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

COMMUNICATIONS

C. STATSER

C. GIPSON

D. HOGAN

M. OSSANNA

T. PRICE

J. CAMPBELL

M. ADKISON

04/30/2023 ISSUED FOR CONSTRUCTION

3030 0

SCALE IN FEET

1. SEE SHEETS L501 AND L502 FOR LANDSCAPE

DETAILS.

2. SEE SHEET L601 FOR PLANTING SCHEDULE.

PLANTING PLAN

BID OPTION 4

10078627-00L101-4.DWG

1" = 30'

L101-4

05 , TYP.

05 DECIDUOUS TREE PLANTING, 5 / L501

CO

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DRAINAGE SWALE DRAINAGE SWALE

CO

LP

FH

LP

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CB

CB

INFANTRY DRIVE

BLDG 116

AIR SUPPORT OPERATIONS CENTER

LP

MH

MH

GENERAL NOTES

KEY NOTES

MATCHLINE - SEE SHEET L101

M A

T C

H L

I N

E

S

E

3030 0

SCALE IN FEET

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILENAME

SCALE

SHEET

CAMP MURRAY

ASOG FACILITY

DATE

C

D

A

1 3 4 5 6 7 8

AIR SUPPORT

OPERATIONS CENTER

CHRIS MANZ

10078627

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

COMMUNICATIONS

C. STATSER

C. GIPSON

D. HOGAN

M. OSSANNA

T. PRICE

J. CAMPBELL

M. ADKISON

04/30/2023 ISSUED FOR CONSTRUCTION

10 RECONSTRUCT LANDSCAPE WALL. MATCH

EXISTING SIZE, TYPE, AND HEIGHT. SEE SHEET

C102

1. SEE SHEETS L501 AND L502 FOR LANDSCAPE

DETAILS.

2. SEE SHEET L601 FOR PLANTING SCHEDULE.

08 SOIL PREPARATION 2, 2 / L502

TYP.

PLANTING PLAN

10078627-00L102.DWG

1" = 30'

L102

EXISTING TREE TO PROTECT & REMAIN, FORM

5' DIA. MULCH RING AROUND BASE, TYP.

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DRAINAGE SWALE DRAINAGE SWALE

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CB

CB

CB

INFANTRY DRIVE

BLDG 116

AIR SUPPORT OPERATIONS CENTER

CB

LP

MH

MH

GENERAL NOTES

KEY NOTES

3030 0

SCALE IN FEET

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILENAME

SCALE

SHEET

CAMP MURRAY

ASOG FACILITY

DATE

C

D

A

1 3 4 5 6 7 8

AIR SUPPORT

OPERATIONS CENTER

CHRIS MANZ

10078627

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

COMMUNICATIONS

C. STATSER

C. GIPSON

D. HOGAN

M. OSSANNA

T. PRICE

J. CAMPBELL

M. ADKISON

04/30/2023 ISSUED FOR CONSTRUCTION

01 TRIANGULAR PLANT SPACING, 1 L501

1. SEE SHEETS L501 AND L502 FOR LANDSCAPE

DETAILS.

2. SEE SHEET L601 FOR PLANTING SCHEDULE.

02 GROUNDCOVER PLANTING, 2 / L501

04 SHRUB PLANTING, 4 / L501

05 DECIDUOUS TREE PLANTING, 5 / L501

07 SOIL PREPARATION 1, 1 / L502

08 SOIL PREPARATION 2, 2 / L502

09 LANDSCAPE MOW STRIP, 3 / L502

TYP.

09 , TYP.

TYP.

TYP.

TYP.

PLANTING PLAN

BID OPTION 2

10078627-00L102-2.DWG

1" = 30'

L102-2

CO

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S

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HH HH

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E

MH

HH

DRAINAGE SWALE DRAINAGE SWALE

CO

LP

LP

FH

LP

MH

MH

CB

CB

INFANTRY DRIVE

BLDG 116

AIR SUPPORT OPERATIONS CENTER

LP

MH

MH

GENERAL NOTES

KEY NOTES

3030 0

SCALE IN FEET

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILENAME

SCALE

SHEET

CAMP MURRAY

ASOG FACILITY

DATE

C

D

A

1 3 4 5 6 7 8

AIR SUPPORT

OPERATIONS CENTER

CHRIS MANZ

10078627

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

COMMUNICATIONS

C. STATSER

C. GIPSON

D. HOGAN

M. OSSANNA

T. PRICE

J. CAMPBELL

M. ADKISON

04/30/2023 ISSUED FOR CONSTRUCTION

01 TRIANGULAR PLANT SPACING, 1 L501

1. SEE SHEETS L501 AND L502 FOR LANDSCAPE

DETAILS.

2. SEE SHEET L601 FOR PLANTING SCHEDULE.

02 GROUNDCOVER PLANTING, 2 / L501

04 SHRUB PLANTING, 4 / L501

05 DECIDUOUS TREE PLANTING, 5 / L501

07 SOIL PREPARATION 1, 1 / L502

09 LANDSCAPE MOW STRIP, 3 / L502

02 , TYP.

, TYP.

TYP.

TYP.

8'

11'

5', TYP.

TYP.

16'-6" 18' 23'

3'

TYP.

PLANTING PLAN

BID OPTION 4

10078627-00L102-4.DWG

1" = 30'

L102-4

ALIGN WITH

BLDG CORNER

ALIGN LITTLE BUNNY

FOUNTAIN GRASS

WITH WINDOWS, TYP.

SET STEM OF TREE 3'

CLEAR OF BLDG, TYP.

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CB

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MH

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SHORELINE

41ST DIVISION WAY

AMERICAN

LAKE

AIR SUPPORT

OPERATIONS CENTER

BLDG 112

GENERAL NOTES

KEY NOTES

MATCHLINE - SEE SHEET L101

M A

T C

H L

I N

E

S

E

3030 0

SCALE IN FEET

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILENAME

SCALE

SHEET

CAMP MURRAY

ASOG FACILITY

DATE

C

D

A

1 3 4 5 6 7 8

AIR SUPPORT

OPERATIONS CENTER

CHRIS MANZ

10078627

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

COMMUNICATIONS

C. STATSER

C. GIPSON

D. HOGAN

M. OSSANNA

T. PRICE

J. CAMPBELL

M. ADKISON

04/30/2023 ISSUED FOR CONSTRUCTION

1. SEE SHEETS L501 AND L502 FOR LANDSCAPE

DETAILS.

2. SEE SHEET L601 FOR PLANTING SCHEDULE.

05 DECIDUOUS TREE PLANTING, 5 / L501

TYP.

PLANTING PLAN

10078627-00L103.DWG

1" = 30'

L103

TYP.

08 SOIL PREPARATION 2, 2 / L502

O

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LP

LP

LP

CB

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FH

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MH

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SHORELINE

41ST DIVISION WAY

AMERICAN

LAKE

AIR SUPPORT

OPERATIONS CENTER

BLDG 112

GENERAL NOTES

KEY NOTES

3030 0

SCALE IN FEET

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILENAME

SCALE

SHEET

CAMP MURRAY

ASOG FACILITY

DATE

C

D

A

1 3 4 5 6 7 8

AIR SUPPORT

OPERATIONS CENTER

CHRIS MANZ

10078627

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

COMMUNICATIONS

C. STATSER

C. GIPSON

D. HOGAN

M. OSSANNA

T. PRICE

J. CAMPBELL

M. ADKISON

04/30/2023 ISSUED FOR CONSTRUCTION

1. SEE SHEETS L501 AND L502 FOR LANDSCAPE

DETAILS.

2. SEE SHEET L601 FOR PLANTING SCHEDULE.

PLANTING PLAN

BID OPTION 3

10078627-00L103-3.DWG

L103-3

O

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L

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B

U

F

F

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A

IN

A G

E S

W A

LE

CB

LP

MH

FH

MH

MH

MH

LP

SHORELINE

41ST DIVISION WAY

AMERICAN

LAKE

AIR SUPPORT

OPERATIONS CENTER

BLDG 112

GENERAL NOTES

KEY NOTES

3030 0

SCALE IN FEET

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILENAME

SCALE

SHEET

CAMP MURRAY

ASOG FACILITY

DATE

C

D

A

1 3 4 5 6 7 8

AIR SUPPORT

OPERATIONS CENTER

CHRIS MANZ

10078627

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

COMMUNICATIONS

C. STATSER

C. GIPSON

D. HOGAN

M. OSSANNA

T. PRICE

J. CAMPBELL

M. ADKISON

04/30/2023 ISSUED FOR CONSTRUCTION

1. SEE SHEETS L501 AND L502 FOR LANDSCAPE

DETAILS.

2. SEE SHEET L601 FOR PLANTING SCHEDULE.

01 TRIANGULAR PLANT SPACING, 1 L501

02 GROUNDCOVER PLANTING, 2 / L501

04 SHRUB PLANTING, 4 / L501

05 DECIDUOUS TREE PLANTING, 5 / L501

07 SOIL PREPARATION 1, 1 / L502

09 LANDSCAPE MOW STRIP, 3 / L502

, TYP.

3'

3'

8'

3'-6"

6'

6'-6"

5', TYP.

, TYP.

TYP.

TYP.

PLANTING PLAN

BID OPTION 4

10078627-00L103-4.DWG

1" = 30'

L103-4

LANDSCAPE DETAILS

10078627-00L501.DWG

AS NOTED

L501

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILENAME

SCALE

SHEET

CAMP MURRAY

ASOG FACILITY

DATE

C

D

A

1 3 4 5 6 7 8

AIR SUPPORT

OPERATIONS CENTER

CHRIS MANZ

10078627

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

COMMUNICATIONS

C. STATSER

C. GIPSON

D. HOGAN

M. OSSANNA

T. PRICE

J. CAMPBELL

M. ADKISON

04/30/2023 ISSUED FOR CONSTRUCTION

E

Q

EQ.

E

Q

MULCH LAYER,

KEEP AWAY FROM CROWN

REMOVE CONTAINER COMPLETELY AND

LOOSEN ROOTS PRIOR TO PLANTING

PREPARED SOIL, THOROUGHLY WATER,

SETTLE SOIL BACKFILL

EXISTING

SUBGRADE

VINE ROOTBALL SHALL ABUT SIDE OF WALL WITH

SECURELY PLACED, 3/4" DIA. WOOD STAKE

RETAINING WALL,

SCALE:

DECIDUOUS TREE PLANTING

NTS

CHAIN LOCK TREE TIE

2" DIA. WOOD TREE STAKE,

(2) PER TREE

TREE WITH STRONG

CENTRAL LEADER

MULCH LAYER, KEEP CLEAR

FROM TRUNK

4" HIGH SOIL SAUCER

BEYOND EDGE OF ROOT BALL

FINISH GRADE

3X ROOTBALL

ROOTBALL

M

I N

M

I N

H

T

M

I N

PREPARED SOIL

EXISTING SUBGRADE

REMOVE ALL TWINE, ROPE AND

BURLAP FROM TOP 1/2 OF

ROOTBALL AND FOLD DOWN

AROUND ROOTBALL. COMPLETELY

REMOVE WIRE BASKET.

TAMPED SOIL AROUND BASE

SCALE:

SHRUB PLANTING

NTS

TOP OF ROOT CROWN TO BE 1" HIGHER

THAN FINISH GRADE

FINISH GRADE

MULCH, KEEP MULCH LAYER AWAY FROM FOLIAGE

LOOSEN ROOTS OF POT BOUND PLANTS

PRIOR TO PLANTING

PREPARED SOIL COMPACTED TO

85% MAX. DENSITY

THOROUGHLY WATER, SETTLE SOIL BACKFILL

PLANTING HOLE TO BE 12" LARGER THAN ROOTBALL DIA.

SCALE:

GROUNDCOVER PLANTING

NTS

GROUNDCOVER PLANTING

PLANTING BED SLOPED FOR

ADEQUATE DRAINAGE

MULCH LAYER

PREPARED SOIL

EXISTING SUBGRADE

INSTALL TOP OF ROOT CROWN FLUSH TO FINISH GRADE

SCALE:

VINE PLANTING

NTS

LARGE SHRUB OR

TREE PLANTING

SMALL SHRUB OR

GROUNDCOVER

PLANTING

SCALE:

TRIANGULAR PLANT SPACING

NTS

L502

L502

L502

L502

L502

L502

L502

NOTE:

1. FOR TREES PLACED IN SEEDED AREAS

FORM 5' DIA. MULCH RING.

2. PROVIDE MULCH TYPE AS INDICATED IN

PLANS AND IN DETAILS 1/L502 & 2/L502.

NOTE:

PROVIDE MULCH TYPE AS INDICATED IN

PLANS AND IN DETAILS 1/L502 & 2/L502

NOTE:

PROVIDE MULCH TYPE AS INDICATED IN

PLANS AND IN DETAILS 1/L502 & 2/L502

LANDSCAPE DETAILS

10078627-00L502.DWG

AS NOTED

L502

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILENAME

SCALE

SHEET

CAMP MURRAY

ASOG FACILITY

DATE

C

D

A

1 3 4 5 6 7 8

AIR SUPPORT

OPERATIONS CENTER

CHRIS MANZ

10078627

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

COMMUNICATIONS

C. STATSER

C. GIPSON

D. HOGAN

M. OSSANNA

T. PRICE

J. CAMPBELL

M. ADKISON

04/30/2023 ISSUED FOR CONSTRUCTION

INERT MULCH

TOPSOIL TYPE A

UNDISTURBED EXISTING SOIL

OR IMPORTED SOILS

COMPACTED TO 85% MAX

DENSITY

PLANTING AREA PREPARATION

CONSTRUCTION SEQUENCE:

1. AFTER CONCRETE AND OTHER

INFRASTRUCTURE WORK IS COMPLETED,

ESTABLISH SUBGRADE 15" BELOW ADJACENT

CURB OR PAVING IN MULCH AREAS.

2. REMOVE ALL DEBRIS INCLUDING STUMPS,

STICKS, ROOTS AND ROCKS OVER 1" AND

DISPOSE OFF SITE. ENG SHALL REVIEW AND

APPROVE SUBGRADE PRIOR TO

PROCEEDING WITH WORK.

3. PLACE 3" COMPACTED DEPTH OF COMPOST,

TILL INTO EXISTING SUBGRADE TO A DEPTH

OF 6". COMPACT TO 85% MAXIMUM DRY

DENSITY.

4. PLACE 12" DEPTH TOPSOIL FOR PLANTING

AREAS . COMPACT TO 85% MAXIMUM DRY

DENSITY. ENG SHALL REVIEW AND APPROVE

TOPSOIL INSTALLATION PRIOR TO

PROCEEDING WITH WORK.

5. PLACE NON-WOVEN WEED CONTROL FABRIC

SEPARATION. SEE NOTES FOR TREE

PLANTING.

6. CUT HOLE IN WEED CONTROL FABRIC 1X THE

SIZE OF SHRUB OR GROUNDCOVER

CONTAINER SIZE.

FINISH GRADE

AMENDED SUBGRADE SOILS

SCALE:

SOIL PREPARATION TYPE 1 (BUILDING PERIMETER & PARKING ISLANDS)

NTS

SCALE:

LANDSCAPE MOW STRIP

NTS

BARK MULCH

UNDISTURBED EXISTING SOIL

OR IMPORTED SOILS

COMPACTED TO 85% MAX

DENSITY

PLANTING AREA PREPARATION

CONSTRUCTION SEQUENCE:

1. AFTER CONCRETE AND OTHER

INFRASTRUCTURE WORK IS COMPLETED,

ESTABLISH SUBGRADE 6" BELOW ADJACENT

CURB OR PAVING IN MULCH AREAS.

2. REMOVE ALL DEBRIS INCLUDING STUMPS,

STICKS, ROOTS AND ROCKS OVER 1" AND

DISPOSE OFF SITE. ENG SHALL REVIEW AND

APPROVE SUBGRADE PRIOR TO

PROCEEDING WITH WORK.

3. PLACE 3" COMPACTED DEPTH OF COMPOST,

TILL INTO EXISTING SUBGRADE TO A DEPTH

OF 6". COMPACT TO 85% MAXIMUM DRY

DENSITY.

4. PLACE 3" DEPTH TOPSOIL FOR PLANTING

AREAS . COMPACT TO 85% MAXIMUM DRY

DENSITY. ENG SHALL REVIEW AND APPROVE

TOPSOIL INSTALLATION PRIOR TO

PROCEEDING WITH WORK.

5. INSTALL 3" DEPTH OF BARK MULCH FOR

TREE RINGS AND SHRUB / GROUNDCOVER

AREAS.

FINISH GRADE

AMENDED SUBGRADE SOILS

SCALE:

SOIL PREPARATION TYPE 2 (PARKING BUFFER & SEEDED LAWN)

NTS

PREPARED SOIL (TYPE 1)

THOROUGHLY WATER,

SETTLE SOIL BACKFILL

EXISTING SUBGRADE

4" DEPTH COMPACTED

SURFACING BASE COURSE

MULCH

SET MOW STRIP 1" ABOVE FINISH GRADE OF SEEDED LAWN,

MATCH INTO GRADE OF ADJACENT SIDEWALKS.

1/2" R. AT CORNERS, TYP., SEE NOTE 1.

10"

SEEDED

LAWN

6"

4"

PREPARED

SOIL

(TYPE 2)

NOTE:

PLANT TREES PRIOR TO PLACING WEED CONTROL FABRIC

FEATHER TOP OF MULCH

TO MEET TOP OF CURB

FINISH GRADE

NOTE:

PROVIDE EXPANSION JOIN SIMILAR

TO SIDEWALKS FOR EVERY 20 LINEAL

FEET OF MOW STRIP. PROVIDE CONTROL

JOINT EVERY 5 LINEAL FEET.

TOPSOIL TYPE A

M

A X

15" MIN.

QUERCUS GARRYANA /

GARRY OAK

8 5 / L501

BALLED & BURLAPPED, 2" CALIPER,

STREET TREE GRADE, SPACED PER PLANS

SYMBOL QTY. SCIENTIFIC NAME / COMMON NAME SIZE / REMARKS

PLANTING SCHEDULE: BID OPTION 2

TREES

ACER SACCHARUM 'GREEN MOUNTAIN' /

GREEN MOUNTAIN SUGAR MAPLE

QUERCUS GARRYANA /

GARRY OAK

DETAIL

5 / L501

5 / L501

BALLED & BURLAPPED, 2" CALIPER,

STREET TREE GRADE, SPACED PER PLANS

BALLED & BURLAPPED, 2" CALIPER,

STREET TREE GRADE, SPACED PER PLANS

CORNUS SERICEA 'KELSEYI' /

KELSEY DOGWOOD

RHUS AROMATICA /

FRAGRANT SUMAC

VACCINIUM OVATUM /

EVERGREEN HUCKLEBERRY

SHRUBS

#2 CONT., 3' O.C.

#3 CONT., 5' O.C.

#2 CONT., 3' O.C.

4 / L501

4 / L501

4 / L501

GROUNDCOVERS

JUNIPERUS CONFERTA 'BLUE PACIFIC' /

BLUE PACIFIC SHORE JUNIPER

191 #1 CONT., 30" O.C. 2 / L501

SYMBOL QTY. SCIENTIFIC NAME / COMMON NAME SIZE / REMARKS

PLANTING SCHEDULE: BID OPTION 4

TREES

DETAIL

ACER SACCHARUM 'GREEN MOUNTAIN' /

GREEN MOUNTAIN SUGAR MAPLE

POPULOUS TREMULOIDES 'NE-ARB' /

PRAIRIE GOLD ASPEN

5 / L501

5 / L501

BALLED & BURLAPPED, 2" CALIPER,

STREET TREE GRADE, SPACED PER PLANS

BALLED & BURLAPPED, 1.5" CALIPER,

SPACED PER PLANS

AMELANCHIER LAEVIS 'SNOWCLOUD' /

SNOWCLOUD SERVICEBERRY

12 5 / L501

BALLED & BURLAPPED, 1" CALIPER,

SPACED PER PLANS

LAVANDULA ANGUSTIFOLIA 'HIDCOTE BLUE' /

HIDCOTE BLUE ENGLISH LAVENDER

MAHONIA AQUIFOLIUM 'COMPACTA' /

COMPACT OREGON GRAPE

SHRUBS

#2 CONT., 3' O.C.

#2 CONT., 3' O.C.

4 / L501

4 / L501

ARCTOSTAPHYLOS UVA-URSI 'MASSACHUSETTS' /

MASSACHUSETTS KINNIKINNICK

GROUNDCOVERS

127 #1 CONT., 18" O.C. 2 / L501

53 SEDUM TELPHIUM 'AUTUMN JOY' /

AUTUMN JOY STONECROP

#3 CONT., 3' O.C. 2 / L501

96 PENNISETUM ALOPECUROIDES 'LITTLE BUNNY' /

LITTLE BUNNY DWARF FOUNTAIN GRASS

#1 CONT., 3' O.C.

2 / L501

SEEDED LAWN

SEEDING & RESTORATION

DRY NATIVE SEED MIX

SYMBOL SCIENTIFIC NAME / COMMON NAME SIZE / REMARKS

PLANTING SCHEDULE: BASE BID

DETAIL

SEE SPECIFICATIONS

SEE SPECIFICATIONS

2 / L502

TREES

QUERCUS GARRYANA /

GARRY OAK

16 5 / L501

BALLED & BURLAPPED, 2" CALIPER,

STREET TREE GRADE, SPACED PER PLANS

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

FILENAME

SCALE

SHEET

CAMP MURRAY

ASOG FACILITY

DATE

C

D

A

1 3 4 5 6 7 8

AIR SUPPORT

OPERATIONS CENTER

CHRIS MANZ

10078627

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

COMMUNICATIONS

C. STATSER

C. GIPSON

D. HOGAN

M. OSSANNA

T. PRICE

J. CAMPBELL

M. ADKISON

04/30/2023 ISSUED FOR CONSTRUCTION

PLANTING SCHEDULE

10078627-00L601.DWG

NOT TO SCALE

L601

STRUCTURAL NOTES

APPLICABLE CODES AND STANDARDS:

1. INTERNATIONAL BUILDING CODE 2015.

2. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI-318-14.

3. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ASCE 7-10.

4. AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISC.

5. STEEL DECK INSTITUTE SPECIFICATIONS AND LOAD TABLES.

6. AISI SPECIFICATION FOR DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS.

7. STEEL JOISTS INSTITUTE, STANDARD SPECIFICATIONS, LOAD TABLES, AND WEIGHT TABLES

FOR STEEL JOISTS AND JOIST GIRDERS.

8. AMERICAN WELDING SOCIETY (AWS) D1.1, D1.3, D1.4.

9. ASTM MATERIAL STANDARDS AS NOTED.

10. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES ACI

530-13 AND ACI 530.1-13.

11. UFC 1-200-01 GENERAL BUILDING REQUIREMENTS (JUNE 2016 W/ CHANGE 2 NOV 2018).

12. UFC 3-301-01 STRUCTURAL ENGINEERING (JUNE 2013, W/ CHANGE 4 NOV 2018).

13. UFC 3-310-04 SEISMIC DESIGN FOR BUILDINGS (JUNE 2013, W/ CHANGE 1 JUNE 2016).

14. UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS (DEC 2018).

EXISTING CONDITIONS:

1. NOTIFY CONTRACTING OFFICER IMMEDIATELY IF EXISTING CONDITIONS DO NOT MATCH,

OR SEEM IN CONFLICT WITH INFORMATION SHOWN ON THE DRAWINGS.

GENERAL NOTES:

1. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE, NOT THE METHOD OF

CONSTRUCTION. SAFETY AND STRUCTURAL STABILITY DURING CONSTRUCTION ARE THE

SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ALL

MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION,

INCLUDING BUT NOT LIMITED TO, BRACING, SHORING, FOR CONSTRUCTION LOADS AND

EQUIPMENT, ETC. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTRACTOR’S MEANS

AND METHODS, SEQUENCES OF CONSTRUCTION, AND THE SAFETY PROGRAM.

OBSERVATION VISITS TO THE SITE BY THE CONTRACTING OFFICER WILL NOT INVOLVE

REVIEW OF THESE ITEMS.

2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL,

MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR LOCATION AND SIZE OF

OPENINGS, BLOCK OUTS, FLOOR DEPRESSIONS, CURBS, DIMENSIONS, ETC. NOT INDICATED

ON THE STRUCTURAL DRAWINGS. THE LOCATION AND SIZE OF MECHANICAL AND

ELECTRICAL OPENINGS IN SLABS, WALLS AND DECKS SHALL BE COORDINATED BY THE

CONTRACTOR. PROVIDE ALL ADDITIONAL FRAMING OR REINFORCING TO ACCOMMODATE

OPENINGS AS REQUIRED BY THE APPLICABLE STANDARD DETAILS, SECTIONS AND NOTES

AS SHOWN ON THE STRUCTURAL DRAWINGS.

3. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING

CONSTRUCTION AS REQUIRED TO COORDINATE NEW CONSTRUCTION. SUBMIT REQUIRED

CHANGES FOR APPROVAL.

4. CONTRACTOR IS TO ESTABLISH AND VERIFY EMBEDS AND INSERTS FOR ITEMS TO BE

INSTALLED BY OTHER TRADES PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND

CONSTRUCTION.

5. CONSTRUCTION MATERIAL AND EQUIPMENT PLACED ON FRAMED CONSTRUCTION SHALL

BE SUCH THAT THE LOAD DOES NOT EXCEED THE DESIGN LIVE LOAD OF THE

CONSTRUCTIONS. PROVIDE SHORING OF CONSTRUCTIONS WHERE NECESSARY FOR THE

LOADS.

6. DETAILS AND SECTIONS THAT ARE NOTED AS “TYP” ON DETAIL TITLES ARE TO BE APPLIED

TO THE PROJECT CONSTRUCTION AS GENERAL CONSTRUCTION METHODS UNLESS NOTED

OTHERWISE. THESE DETAILS ARE NOT CUT AT ALL LOCATIONS THEY OCCUR AND MAY BE

NOT CUT AT ALL.

7. CONTRACTOR TO SUBMIT FOR REVIEW ALL EQUIPMENT SIZES, OPERATING WEIGHTS,

VIBRATIONAL FORCES, SUPPORTED LOCATIONS, ALONG WITH ANY FLOOR OPENINGS,

NOTCHES, AND RECESSED REQUIRED BY SUCH EQUIPMENT. CONCRETE SUPPORT PADS

AND / OR FRAMING REQUIRED TO SUPPORT SAID EQUIPMENT SHALL NOT BE FABRICATED

AND PLACED UNTIL THE CONCRETE SUPPORT PADS AND / OR FRAMING IS APPROVED TO

SUPPORT THE EQUIPMENT.

BUILDING OCCUPANCY CATEGORY – RISK FACTOR:

1. RISK FACTOR - ASOC BUILDING: II

2. RISK FACTOR - PARKING SHEDS: II

SNOW LOAD:

1. SNOW LOADS IN ACCORDANCE WITH THE BUILDING CODE LISTED ABOVE.

2. GROUND SNOW LOAD, PG: 15 PSF

3. FLAT ROOF SNOW LOAD, PF: 9.5 PSF

4. THERMAL COEFFICIENT, Ct: 1.0

5. EXPOSURE COEFFICIENT, Ce: 0.9

WIND LOAD:

1. ASOC BUILDING

A. BASIC WIND SPEED (ULT): 110 MPH

B. EXPOSURE CATEGORY: C

C. ENCLOSED, GCP: +/- 0.18

2. PARKING SHEDS

A. BASIC WIND SPEED (ULT): 110 MPH

B. EXPOSURE CATEGORY: C

C. OPEN, GCP: 0.0

SEISMIC LOAD:

1. SPECTRAL RESPONSE ACCELERATIONS, SS: 1.291 g

2. SPECTRAL RESPONSE ACCELERATIONS, S1: 0.510 g

3. SPECTRAL RESPONSE COEFFICIENTS, SDS: 0.861 g

4. SPECTRAL RESPONSE COEFFICIENTS, SD1: 0.442 g

5. ASOC COMPLEX

A. IMPORTANCE FACTOR, IE: 1.0

B. SEISMIC DESIGN CATEGORY: D

C. SITE CLASS: C

D. SPECIAL REINFORCED MASONRY SHEAR WALLS

E. RESPONSE MODIFICATION FACTOR, R: 5

F. SEISMIC RESPONSE COEFFICIENT, CS: 0.172

G. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

6. PARKING SHELTERS

A. IMPORTANCE FACTOR, IE: 1.00

B. SEISMIC DESIGN CATEGORY: D

C. SITE CLASS: C

D. SPECIAL CANTILEVER COLUMNS

E. RESPONSE MODIFICATION FACTOR, R: 2.5

F. SEISMIC RESPONSE COEFFICIENT, CS: 0.344

MASONRY:

1. MASONRY WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS

OF ACID 530 AND SPECIFICATION ACI 530.1.

2. THE COMPRESSIVE STRENGTH OF THE MASONRY UNITS SHALL BE 2800 PSI ON THE NET

AREA, PROVIDING A MINIMUM 28-DAY DESIGN COMPRESSIVE STRENGTH (F’M) OF 2000 PSI

BY THE UNIT STRENGTH METHOD.

3. THE MINIMUM 28-DAY COMPRESSIVE STRENGTH (F’C) OF MASONRY GROUT SHALL BE

2700 PSI.

4. MORTAR SHALL CONFORM TO ASTM C270, TYPE M.

5. SEE TYPICAL BOND BEAM INTERSECTION DETAIL FOR MASONRY BOND BEAM DETAILS AND

COMPRESSIVE STRENGTH AND NOTES. LINTEL BLOCKS SHALL NOT BE USED AS BOND

BEAM BLOCKS EXCEPT AT OPENINGS WHERE BOND BEAMS AND LINTELS COINCIDE.

6. IF BOND BEAMS AT INTERSECTING WALLS ARE SHOWN ON THE DRAWINGS TO MEET AT

DIFFERENT ELEVATIONS, EXTEND BOND BEAM REINFORCING OF BOTH BOND BEAMS

AROUND INTERSECTING CORNER NOT LESS THAN 4 FEET IN EACH DIRECTION.

7. PROVIDE STANDARD 90 DEGREE HOOKS IN THE TOP BOND BEAM AT ALL VERTICAL WALL

REINFORCING.

8. SPLICE LENGTHS FOR MASONRY REINFORCEMENT SHALL BE 52 BAR DIAMETERS UNLESS

SHOWN OTHERWISE.

9. IN CASES WHERE REINFORCING BARS CANNOT BE EXTENDED AS FAR AS REQUIRED, THE

BARS SHALL EXTEND AS FAR AS POSSIBLE AND END WITH STANDARD HOOK.

10. MASONRY CONTRACTOR SHALL COORDINATE WITH MECHANICAL, ELECTRICAL, AND

OTHER CONTRACTORS AND BUILD IN OPENINGS FOR THE UTILITIES AND DUCTWORK

THAT EXCEED 16 INCHES IN WIDTH. PROVIDE ADDITIONAL REINFORCEMENT AT OPENINGS

AS INDICATED. DO NOT CUT REINFORCEMENT. OPENINGS SHALL BE COORDINATED

BEFORE CONSTRUCTING WALLS.

11. STRUCTURAL DRAWINGS SHOW ONE GENERIC MASONRY WALL TYPE. SEE ARCH.

DRAWINGS FOR MASONRY WALL TYPES.

STEEL BAR JOIST:

1. STEEL JOISTS ARE SIZED AS SHOWN ON THE DRAWINGS AND DESIGNED FOR LIVE LOADS

SHOWN ABOVE AND 35 PSF DEAD LOAD (ASD). SPECIAL LOADS ARE SHOWN ON THE

DRAWINGS. JOIST LABELED “SP” SHALL BE DESIGNED FOR THE CONCENTRATED AND / OR

SPECIAL LOADS INDICATED.

2. STEEL JOISTS, BRIDGING, AND BRACING SHALL BE DESIGNED BY THE MANUFACTURER TO

RESIST THE UPLIFTS SHOWN.

3. CONCENTRATED LOADS SHALL BE LOCATED WITHIN 4 INCHES OF A PANEL POINT OR

SPECIAL REINFORCEMENT MUST BE ADDED PER “TYPICAL JOIST REINFORCING @

CONCENTRATED LOAD DETAIL”.

4. SEE SPECIFICATION SECTION 01 45 35 FOR FABRICATOR SPECIAL INSPECTIONS

COMPOSITE BEAM SHEAR STUD PLACEMENT:

1. SHEAR STUDS SHALL BE 3/4 – INCH DIAMETER WITH A FINAL LENGTH OF 4-1/2 INCHES AFTER

ATTACHMENT. SEE DETAIL FOR STUD PLACEMENT.

2. WHEN NO STUDS ARE SHOWN, BEAMS ARE TO BE NON COMPOSITE BEAMS. PROVIDE SHEAR

STUDS ON ALL NON- COMPOSITE BEAMS W12 AND LARGER AT 1’-0” O.C.

STRUCTURAL FLOORS:

1. POUR CONCRETE ON FLOORS TO INDICATED ELEVATION. DUE TO THE CAMBER IN THE BEAMS, THE FINAL THICKNESS OF THE TOPPING WILL BE APPROXIMATELY AS SHOWN.

POST INSTALLED ANCHORS

1. POST INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONTRACT

DRAWINGS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CONTRACTING

OFFICER BEFORE INSTALLING POST INSTALLED ANCHORS FOR MISSING OR MISPLACED

CAST-IN-PLACE ANCHORS.

2. CARE SHALL BE TAKEN IN PLACING POST– INSTALLED ANCHORS TO AVOID CONFLICTS

WITH THE EXISTING REBAR. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE

WITH THE MANUFACTURER’S WRITTEN INSTRUCTIONS.

3. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW,

SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CONTRACTING OFFICER ALONG

WITH CALCULATIONS THAT ARE PREPARED AND SEALED BY A REGISTERED

PROFESSIONAL ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE THAT THE

SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERTINENT EQUIVALENT DESIGN

PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE

APPROPRIATE DESIGN PROCEDURE AND/ OR STANDARDS(S). AS REQUIRED BY THE

BUILDING CODE. PRODUCT ICC-ES REPORTS SHALL BE INCLUDED WITH THE SUBMITTAL

PACKAGE.

4. UNLESS NOTED OTHERWISE ON PLANS, ACCEPTABLE CONCRETE ANCHORS PRODUCTS

SHALL BE:

A. MECHANICAL ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE

SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI

355.2 AND ICC-ES AC193. PRE-APPROVED MECHANICAL ANCHORS INCLUDE:

I. KWIK BOLT TZ (ICC-ES ESR 1917) BY HILTI, INC.

II. TRUBOLT+ (ICC-ES ESR-2427) BY ITW RAMSET/REDHEAD.

III. STRONG BOLT (ICC-ES ESR-1771) AND STRONG BOLT 2 (ICC-ES

ESR-3037) BY SIMPSON STRONG TIE ANCHOR SYSTEMS.

B. ADHESIVE ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE

SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI

308. PRE- APPROVED ADHESIVE ANCHORS INCLUDE:

I. HIT-RE-500 SD (ICC-ES ESR 2322) SYSTEM ADHESIVE ANCHORS BY

HILTI, INC.

II. EPCON G5 (ICC-ES ESR-1137) ADHESIVE ANCHORING SYSTEM BY ITW

RAMSET/REDHEAD.

III. SET-XP (ICC-ES ESR-2508) ADHESIVE ANCHORING SYSTEMS BY SIMPSON

STRONG TIE ANCHOR SYETEMS.

C. CONCRETE SCREW ANCHORS FOR USE IN CRACKED AND UNCRACKED

CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN

ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193. PRE-APPROVED SCREW

ANCHORS INCLUDE:

I. KWIK HUS-EZ (ICC-ES ESR-3027) BY HILTI, INC.

II. TITAN HD (ICC-ES ESR-2713) BY SIMPSON STRONG TIE ANCHOR

SYSTEMS.

EQUIPMENT BRACING

1. MECHANICAL AND ELECTRICAL EQUIPMENT WEIGHING 31 LBS OR MORE ( EXCLUDING

DISTRIBUTED SYSTEMS SUCH AS PIPING NETWORKS THAT COLLECTIVELY EXCEED THAT

WEIGHT) SHALL BE PROVIDED WITH MOUNTINGS ABLE TO RESIST FORCES 0.5 TIMES THE

EQUIPMENT WEIGHT IN ANY HORIZONTAL DIRECTION AND 1.5 TIMES THE EQUIPMENT

WEIGHT IN THE DOWNWARD DIRECTION IN COMPLIANCE WITH UFC 4-010-01 STANDARD 19.

OVERHEAD MOUNTED ARCHITECTURAL FEATURES:

1. OVERHEAD MOUNTED ARCHITECTURAL FEATURES WEIGHING 31 LBS OR MORE

( EXCLUDING DISTRIBUTED SYSTEMS SUCH AS SUSPENDED CEILINGS THAT

COLLECTIVELY EXCEED THAT WEIGHT) SHALL BE PROVIDED WITH MOUNTINGS ABLE TO

RESIST FORCES 0.5 TIMES THE COMPONENT WEIGHT IN ANY HORIZONTAL DIRECTION AND

1.5 TIMES THE COMPONENT WEIGHT IN THE DOWNWARD DIRECTION IN COMPLIANCE WITH

UFC 4-010-01 STANDARD 15.

LIVE LOAD:

1. AREA 'D' (FITNESS AREA, VEHICLE MAINTENANCE,

WAREHOUSE AND MISC. ROOMS AND CORIDORS: 250 PSF

2. ALL OTHER ROOMS AND CORIDORS ON GROUND FLOOR: 100 PSF

3. ROOF 20 PSF

4. HVAC EQUIPMENT PLATFORM: 125 PSF

SOILS INVESTIGATION:

1. SOILS INVESTIGATION WAS MADE BY: ASPECT CONSULTING

2. DATED: JAN 2019 (DRAFT)

3. SPREAD FOOTINGS: 4000 PSF ( DL + LL)

4. CONTINUOUS FOOTINGS: 4000 PSF ( DL + LL)

5. INDIVIDUAL FOOTINGS: 4000 PSF ( DL + LL)

6. MINIMUM BOTTOM FOOTING DEPTH 18-INCHES BELOW GRADE

7. EQUIVALENT ACTIVE FLUID PRESSURE, DRAINED: 35 PCF

8. EQUIVALENT AT REST FLUID PRESSURE, DRAINED: 55 PCF

9. COEFFICIENT OF FRICTION: 0.45

10. MINIMUM FACTOR OF SAFETY: 1.5

RETAINING WALL CONSTRUCTION:

1. WALLS TO BE DESIGNED BY CONTRACTOR. SEE SPECIFICATIONS.

CONCRETE NOTES:

1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 301 AND

ACI 318.

2. PROVIDE A 2X4 FORMED CONSTRUCTION JOINT KEYWAY AT ALL HORIZONTAL AND

VERTICAL POURED EDGES.

3. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. REINFORCING STEEL TO BE

WELDED SHALL BE ASTM A 706, GRADE 60.

4. CONCRETE COVER REQUIREMENTS FOR REINFORCEMENT UNLESS NOTED OTHERWISE

ON THE DETAILS OR SECTIONS:

CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH: 3”

CONCRETE EXPOSED TO EARTH OR WEATHER:#6 BARS AND LARGER 2”

#5 BARS AND SMALLER 1-1/2”

CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS 1”

WALLS, BEAMS, COLUMNS 2”

MAIN STEEL 2”

5. REINFORCING BAR SPLICES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF

ACI 318 AND THE REINFORCING SPLICE LENGTHS SCHEDULE ON THE DRAWINGS.

6. ALL CAST IN PLACE CONCRETE TO HAVE A 28 DAY COMPRESSIVE STRENGTH (f`c) OF

4000 PSI.

7. ALL REINFORCEMENT FOR CAST-IN-PLACE CONCRETE SHALL BE ACCURATELY PLACED,

SUPPORTED, TIED AND SECURED INTO PLACE PRIOR TO PLACING CONCRETE. ALL

REBAR DOWELS SHALL BE TIED IN PLACE PRIOR TO CONCRETE PLACEMENT. REBAR

DOWELS SHALL NOT BE EMBEDDED AFTER CONCRETE PLACEMENT UNLESS INDICATED

ON THE DRAWINGS.

8. REFER TO OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION FOR EMBEDDED

ITEMS AND PENETRATIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS AS

REQUIRED TO ACCOMMODATE ALL WORK SHOWN OR SPECIFIED IN THE CONTRACT

DOCUMENTS AND OTHERWISE REQUIRED FOR THE FURNISHING OF A FUNCTIONALLY

COMPLETE PROJECT. REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL

DETAILS UNLESS OTHERWISE SHOWN.

9. PROVIDE 3/4” CHAMFERS AT ALL EXPOSED EDGES. NOT ALL CHAMFERS MAY BE SHOWN.

10. ANCHOR BOLTS NOT SPECIFIED BY THE CONTRACT DRAWINGS SHALL BE DESIGNED

AND CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER, RETAINED BY THE

CONTRACTOR IN ACCORDANCE WITH THE APPLICABLE PROJECT AND CODE

REQUIREMENTS. SUBMIT AS A SHOP DRAWING FOR REVIEW BY THE CONTRACTING

OFFICER. COORDINATE LOCATION, SIZE AND EMBEDMENT PRIOR TO CASTING

CONCRETE.

11. ALL CAST-IN-PLACE AND POST-INSTALLED ANCHORS INDICATED IN THE STRUCTURAL

DOCUMENTS SHALL COMPLY WITH ACI 318-14 CHAPTER 17 AND CHAPTER 19 OF THE

IBC. ALL EXPANSION AND ADHESIVE ANCHORS SHALL HAVE AN ICC REPORT SHOWING

EQUIVALENT LOAD CAPACITY. SUBMIT AND INSTALL PER THE ICC EVALUATION REPORT.

12. PRIOR TO INSTALLING POST INSTALLED ANCHORS INTO CONCRETE, THE CONTRACTOR

SHALL LOCATE REINFORCING. DO NOT DAMAGE CONCRETE REINFORCING.

13. ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE

CONTRACTOR’S LICENSED GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE.

STEEL DECK:

1. THE DESIGN, FABRICATION, AND ERECTION OF METAL DECKING SHALL BE IN ACCORDANCE

WITH THE CURRENT EDITION OF THE SDI SPECIFICATIONS AND THE SDI DIAPHRAGM

MANUAL.

2. STEEL ROOF DECK IS 1-1/2 INCH DEEP, WIDE RIB METAL DECK, THICKNESS AS INDICATED ON

THE PLANS, DESIGNED FOR THE LIVE LOAD GIVEN ABOVE AND 25 PSF DEAD LOAD. MINIMUM

SECTION PROPERTIES ARE AS FOLLOWS:

18 GAGE: IP = 0.289 IN4/FT, IN = 0.295 IN4/FT, SP = 0.318 IN3/FT, SN = 0.327 IN3/FT.

3. STEEL FLOOR DECK IS A 2- INCH X 18 GAGE GALVANIZED COMPOSITE DECK, AS SHOWN ON

THE PLANS DESIGNED FOR THE LIVE LOAD GIVEN ABOVE AND 75 PSF DEAD LOAD. MINIMUM

SECTION PROPERTIES ARE AS FOLLOWS:

IP = 1.254 IN4/FT, IN = 1.252 IN4/FT, SP =0.77 IN3/FT, SN = 0.797 IN3/FT.

4. STEEL ROOF AND FLOOR DECK IS TO BE A STRUCTURAL DIAPHRAGM AND SHALL BE

FASTENED AS FOLLOWS: FASTEN FLOOR DECK PANELS TO SUPPORTING MEMBERS BY

WELDING WITH NOMINAL 5/8 INCH DIAMETER ARC SPOT WELDS. WELDED HEADED SHEAR

STUDS MAY REPLACE ARC SPOT WELDS AT THE SECOND FLOOR LEVEL. WELD EACH RIB OF

PANEL TO EACH SUPPORT. SPACE ADDITIONAL WELDS AN AVERAGE OF 12 INCHES APART,

BUT NOT MORE THAN 18 INCHES APART. FASTEN SIDE LAPS AND PERIMETER EDGES OF

PANELS BETWEEN SUPPORTS AT INTERVALS NOT EXCEEDING THE LESSER OF 1/4 THE SPAN

OR 18 INCHES. MECHANICALLY FASTEN SIDE LAPS WITH NO. 12 OR LARGER, CARBON STEEL

SCREWS OR FASTEN WITH A MINIMUM OF 1 ½ INCH LONG SEAM WELDS.

5. INDICATES SPAN DIRECTION OF ROOF DECK.

6. INDICATES SPAN DIRECTION OF COMPOSITE DECK.

7. SUSPENDED CEILINGS, LIGHT FIXTURES, DUCTS, AND OTHER UTILITIES SHALL NOT BE

SUPPORTED FROM THE STEEL FLOOR OR ROOF DECK.

STRUCTURAL STEEL:

1. STRUCTURAL STEEL DESIGN PROPERTIES:

WIDE FLANGE AND TEE SHAPES – ASTM A992 FY = 50 KSI

ANGLES, CHANNELS AND PLATES UNO – ASTM A36 FY = 36 KSI

STEEL PLATES- ASTM A572, GRADE 50, (WHERE INDICATED AS FY=50) FY = 50 KSI

STEEL BARS - ASTM A572, GRADE 50 FY = 50 KSI

STEEL PIPE – ASTM A53, GRADE B FY = 35 KSI

COLD-FORMED HOLLOW STRUCTURAL SECTIONS, ASTM A 500, GRADE B FY = 46 KSI

BOLTS – ASTM F3125, GRADE A325

ANCHOR RODS – ASTM F1554 FY = 55 KSI

2. ALL WELDS AND WELDING PROCEDURES SHALL BE PERFORMED IN ACCORDANCE WITH

APPLICABLE PROVISIONS OF AISC AND AWS WELDING PROCEDURES AND CODES

OUTLINED IN THE SPECIFICATION. ALL WELDS SHALL BE MADE WITH E-70XX ELECTRODES

AND IN ACCORDANCE WITH AWS FOR METAL ALLOY BEING WELDED UNLESS NOTED

OTHERWISE.

3. WHEN FILLET WELD SIZES ARE NOT INDICATED, PROVIDE MINIMUM WELD SIZE IN

ACCORDANCE WITH AISC SPECIFICATIONS, TABLE J2.4. OR 3/16”, WHICHEVER IS GREATER.

4. ALL GROOVE WELDS INDICATED ON THE PLANS AND SECTIONS SHALL BE COMPLETE

JOINT PENETRATION WELDS (CJP) UNLESS SPECIFICALLY INDICATED TO BE PARTIAL

PENETRATION WELDS.

5. DIMENSIONS TO CENTERLINE OF COLUMNS, BEAMS, AND BRACING AND BACKS OF

CHANNELS UNLESS NOTED OTHERWISE.

6. ALL FIELD BOLTED CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER ASTM F1554, GRADE

A325 BOLTS, UNLESS NOTED OTHERWISE. ALL FIELD BOLTED CONNECTIONS SHALL BE

SNUG TIGHTENED UNLESS INDICATED AS PRETENSIONED OR SLIP CRITICAL. ALL BOLTED

CONNECTIONS FOR “SLRS” MEMBERS SHALL BE PRE-TENSIONED. ALL FAYING SURFACES

FOR PRETENSIONED AND SLIP CRITICAL BOLTS SHALL BE CLASS A, AS REQUIRED PER THE

SPECIFICATIONS. PRETENSIONED AND SLIP CRITICAL CONNECTIONS SHALL BE TIGHTENED

USING LOAD INDICATING WASHERS. INSTALL HIGH STRENGTH BOLTS ACCORDING TO

RCSC’S “SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS” FOR

THE TYPE OF JOINT SPECIFIED.

7. BEAMS REQUIRING SPECIAL CAMBER ARE INDICATED ON PLANS. EXAMPLE: [C=1/2”]

INDICATES 1/2-INCH CAMBER UP.

8. DOUBLE ANGLE MEMBERS SHALL HAVE INTERMITTENT FILLER PLATES AS REQUIRED BY

SECTION E6 OF THE AISC MANUAL OF STEEL CONSTRUCTION.

9. SEE SPECIFICATION SECTION 01 45 35 FOR FABRICATOR SPECIAL INSPECTIONS

SPECIAL STRUCTURAL INSPECTIONS:

1. SPECIAL INSPECTIONS AND TESTS SHALL BE BY AN INDEPENDENT TESTING AND

INSPECTION AGENCY EMPLOYED BY THE CONTRACTOR AND APPROVED BY THE

CONTRACTING OFFICER. TEST AND INSPECTION REPORTS SHALL BE SUBMITTED FOR

REVIEW TO THE CONTRACTING OFFICER.

2. SPECIAL INSPECTIONS AND TESTS SHALL BE PERFORMED DURING CONSTRUCTION IN

ACCORDANCE WITH CHAPTER 17 AND SECTION 110 OF THE 2015 INTERNATIONAL BUILDING

CODE, STATEMENT OF SPECIAL INSPECTIONS, AND THE CONTRACT SPECIFICATIONS. THE

CONTRACTOR SHALL NOTIFY AND ACCOMMODATE THE APPLICABLE INSPECTOR DURING

APPROPRIATE PHASES OF THE WORK AS REQUIRED BY EACH TEST AND INSPECTION.

3. SPECIAL INSPECTION FOR SEISMIC RESISTNG SYSTEMS, SEE SPECIFICATION SECTION 01

45 35, SPECIAL INSPECTIONS.

4. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF SEISMIC-RESISTING

SYSTEMS, SEISMIC-RESISTING COMPONENTS OR ELEMENTS SHALL SUBMIT A WRITTEN

CONTRACTOR’S STATEMENT OF RESPONSIBILITY TO THE CONTRACTING OFFICER PRIOR

TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR ELEMENTS. THE

CONTRACTOR’S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING:

A. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS

INCLUDING THE TYPE AND FREQUNECY OF TESTING, TYPE AND

FREQUENCY OF THE SPECIAL INSPECTIONS REQUIRED, TYPE AND

FREQUENCY AND DISTRIBUTION OF TESTING AND SPECIAL REPORTS.

B. ACKNOWLEDGEMENT THAT THE CONTROL WILL BE EXERCISED TO

OBTAIN CONFORMANCE WITH THE CONTRUCTION DOCUMENTS.

C. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR’S

ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING THE

DISTRIBUTION OF REPORTS.

D. IDENTIFICATION OF QUALIFICATION OF THE PERSON (S) EXERCISING

SUCH CONTROL AND THEIR POSITION IN THE ORGANIZATION.

DEFERRED SUBMITTALS

1. DEFERRED SUBMITTALS ARE THOSE PORTIONS OF THE DESIGN WHICH ARE NOT

SUBMITTED AT THE TIME OF PERMIT APPLICATION AND WHICH ARE TO BE SUBMITTED TO

THE PERMITTING AGENCY FOR ACCEPTANCE PRIOR TO INSTALLATION OF THAT PORTION

OF THE WORK.

2. THE FOLLOWING IS A LIST OF DEFERRED SUBMITTALS THAT ARE EXPECTED TO CONTAIN

STRUCTURAL CALCULATIONS OR SAFETY RELATED SYSTEM INFORMATION FOR REVIEW

TO MEET BUILDING PERMITTING REQUIREMS FOR DESIGN SYSTEMS, PRIOR TO

INSTALLATION OF THE INDICATED STRUCTURAL ELEMENT, EQUIPMENT, DISTRIBUTION

SYSTEM, OR COMPONENT AND ITS ANCHORAGE, THE CONTRACTOR SHALL SUBMIT THE

REQUIRED CALCULATIONS AND SUPPORTING DATA AND DRAWINGS FOR REVIEW AND

ACCEPTANCE BY THE CONTRACTING OFFICER. ADDITIONALLY, ACCEPTANCE INDICATED

ON THE CONTRACTING OFFICER’S COMMENT FORM, ALONG WITH THE COMPLETED,

FINAL SUBMITTAL SHALL THEN BE FILED BY THE CONTRACTOR AND ACKNOWLEDGED AS

ACCEPTED BY THE PERMITTING AGENCY PRIOR TO INSTALLATION OF THESE ITEMS.

1. STEEL BAR JOISTS

2. EXTERIOR METAL STAIRS

PROJECT MANAGER

PROJECT NUMBER

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ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

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SHEET

C. STATSER

C. GIPSON

D. HOGAN

M. OSSANNA

T. PRICE

J. CAMPBELL

COMMUNICATIONS M. ADKISON

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HDRE_ALL_DISCIPLINES.rte

GENERAL STRUCTURAL NOTES

CAMP MURRAY

ASOG FACILITY

AIR SUPPORT

OPERATIONS CENTER NONE

04/30/2023 ISSUED FOR CONSTRUCTION

RMUNRO

Image

9 10 1174

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105'-4" 33'-2"

4'-0 7/8"

11'-8 1/8" 11'-3"

8'-4 7/8"

18'-7 1/8" 49'-7" 38'-0" 38'-0" 39'-3"

357'-4"

2.5 7.8

F.6

C

D

A A

F.4

8.2

S502

8.5 8.88.3

G.2

D.5

106'-4 7/8" 17'-11" 65'-2"

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5'-3"

18'-2 1/8" 131'-10"

/4

/4

/4

/8

/8

/4

F.8

E.5

D.6

G.5

B.2

2.1 8.4

K K

MASONRY WALL KEY

8" CMU

10" CMU

NOTE: COLUMNS INDICATED WITH AN ASTERISK ( )

INDICATE A MECHANICAL PLATFORM SUPPORT COLUMN.*

KEY PLAN

A

C

D

B

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MATCHLINE

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FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

C. STATSER

C. GIPSON

D. HOGAN

M. OSSANNA

T. PRICE

J. CAMPBELL

COMMUNICATIONS M. ADKISON

As indicatedB

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S101 10078627

CHRIS MANZ

HDRE_ALL_DISCIPLINES.rte

OVERALL FOUNDATION PLAN

CAMP MURRAY

ASOG FACILITY

AIR SUPPORT

OPERATIONS CENTER

3/64" = 1'-0"

OVERALL FOUNDATION PLAN

NOT TO SCALE

MASONRY WALL OVERVIEW PLAN

GENERAL NOTES:

1. SEE S001 FOR GENERAL STRUCTURAL NOTES.

FOUNDATION NOTES:

1. REFER TO COLUMN SCHEDULE FOR TOP OF FOOTING

ELEVATIONS AT ISOLATED SPREAD FOOTINGS.

2. ALL COLUMNS CENTERED ON FOOTINGS, TYP.

3. ALL CMU WALLS CENTERED ON FOOTINGS, TYP.

4. EXCAVATE AND PLACE FOOTINGS ON SOUND,

UNDISTURBED GLACIAL OUTWASH DEPOSITS. STRIP AND

DISPOSE OF ALL FILL AND SOILS CONTAINING ROOTS,

ORGANICS, DEBRIS OR OTHER DELETRIOUS MATERIAL.

5. WHERE IT IS IMPRACTICAL TO EXCAVATE TO UNDISTURBED

GLACIAL OUTWASH DEPOSITS OR NATIVE SOILS ARE

OTHERWISE UNSUITABLE, FOUND FOOTINGS ON A MINIMUM

OF 12" OF WELL COMPACTED STRUCTURAL FILL. SEE

SPECIFICATIONS FOR REQUIREMENTS.

6. THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE

SHALL OBSERVE ALL EXCAVATIONS AND VERIFY THE

SUITABILITY OF THE PREPARED SUBGRADE PRIOR TO

PLACING REINFORCING FOR FOOTINGS AND FOUNDATIONS.

7. CONTRACTOR SHALL VERIFY WITH MECHANICAL AND

ELECTRICAL SIZE AND LOCATIONS OF OPENINGS AND

PENETRATIONS IN THE SLAB.

8. ARCHITECTURAL FINISH FLOOR ELEVATION 0’-0” EQUALS SITE

SURVEY ELEVATION 261.0'.

9. CONCRETE SPREAD FOOTINGS ARE CENTERED AT EACH

FOOTING UNLESS NOTED OTHERWISE.

10. SLAB – ON – GRADE REINFORCING: #6 @ 12” ON CENTER,

EACH WAY, U.N.O.

11. SLAB ON GRADE SHALL BE PLACED OVER A 15 MIL VAPOR

RETARDER OVER A 6-INCH COMPACTED GRANULAR FILL.

12. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF

THICKENED, SLOPED, RAISED OR DEPRESSED SLABS.

13. SEE PLUMBING SHEETS FOR FLOOR DRAINS (FD),

FLOOR CLEANOUT (CO), AND TRENCH DRAIN (TD) LOCATIONS.

14. COORDINATE SIZE AND LOCATION OF EQUIPMENT PADS WITH

MECHANICAL AND ELECTRICAL DRAWINGS. SEE STRUCTURAL

DRAWINGS FOR TYPICAL EQUIPMENT PAD DETAILS UNLESS

NOTED OTHERWISE.

COLUMN SCHEDULE

GRID COLUMN SECTION

TOP OF

BASEPLATE

ELEVATION

FOOTING

TYPE

TOP OF

FOOTING EL

B-5 HSS8x8x1/2, CONCRETE FILLED

-3" F3 -5"

B.2-2.1 HSS4x4x1/2, CONCRETE FILLED

-3" 8/S-502 SEE PLAN

B.2-8.4 HSS4x4x1/2, CONCRETE FILLED

-3" 8/S-502 SEE PLAN

C-5 HSS8x8x1/2, CONCRETE FILLED

-3" F3 -5"

D.6-4 HSS6x6x5/8 -3" 8/S-502, SIM SEE PLAN

D.6-7.8 HSS6x6x5/8 -3" 8/S-502, SIM SEE PLAN

E-2.5 HSS6x6x3/8 -3" F4 SEE PLAN

E-4 HSS6x6x3/8 -3" F4 SEE PLAN

E-7 HSS6x6x1/2, CONCRETE FILLED

-3" F4 SEE PLAN

E-7.8 HSS6x6x3/8 -3" F4 SEE PLAN

E-8.2 HSS6x6x3/8 -3" F4 SEE PLAN

E-8.5 HSS6x6x1/2, CONCRETE FILLED

-3" F4 - 7/S502 SEE PLAN

F-9 HSS6x6x1/2, CONCRETE FILLED

-3" F4 -5"

F-10 HSS6x6x1/2, CONCRETE FILLED

-3" F4 -5"

F-11 HSS6x6x1/2, CONCRETE FILLED

-3" F4 -5"

F.4-2.5 HSS6x6x1/2, CONCRETE FILLED

-3" F4 - 7/S502 SEE PLAN

F.4-4 HSS6x6x1/2, CONCRETE FILLED

-3" F3 - 7/S502 SEE PLAN

F.4-7 HSS6x6x1/2, CONCRETE FILLED

-3" F4 SEE PLAN

F.4-7.8 HSS6x6x3/8 -3" F4 SEE PLAN

F.6-4 HSS6x6x3/8 -3" F4 - 7/S502 SEE PLAN

F.6-7 HSS6x6x3/8 -3" F4 SEE PLAN

F.6-7.8 HSS6x6x3/8 -3" F4 SEE PLAN

G-2.5 HSS6x6x3/8 -3" F4 SEE PLAN

G-4 HSS6x6x1/2, CONCRETE FILLED

-3" F4 SEE PLAN

G-7 HSS6x6x1/2, CONCRETE FILLED

-3" F4 SEE PLAN

G-7.8 HSS6x6x3/8 -3" F4 SEE PLAN

G.5-4 HSS6x6x3/8 -3" 8/S-502, SIM SEE PLAN

G.5-7.8 HSS6x6x3/8 -3" 8/S-502, SIM SEE PLAN

E.5-8.2 HSS6x6x1/2, CONCRETE FILLED

-3" F4 SEE PLAN

04/30/2023 ISSUED FOR CONSTRUCTION

B

/4

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7 1/8" 5 7/8" 47'-10 1/8" 47'-10" 22'-10"

7 1/8"

T Y

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E E

S H

E E

T S

F O

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U A

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M A

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H L

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E E

S H

E E

T S

F O

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O N

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IN

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T

IO

N

8" CMU WALL W/

BRICK VENEER

STOOP, TYP

STOOP

19'-11 7/8"

S502

TYP

1'-3" 4'-8"

T Y

P

C

S502

D

A

T Y

P

E X

T E

R

IO

TYP

97'-6"

MCJ MCJ MCJ MCJ

MCJ

MCJ

MCJ

MCJ

5" SLAB ON GRADE

REINF W/ #5@12 EW

CENTERED IN SLAB

FINISH EL 0'-0"

/4

CJ

CJ

/4

CJ

S522

S201

S502

S502

1'-4" x 1'-4" CONC

PEDESTAL UNDER

16" x 16" CMU

COLUMN

8.8

B.2

2.1 8.4

TOF EL -2'-0", TYP

TOF EL -0'-5", TYP

INTERIOR FOOTINGS

W A

L L S

W

IT

H V

E N

E E

R

U N

O

SIM

S502

/2

10 7/8" 11 1/8" KEY PLAN

A

C

D

B

E

MATCHLINE

MATCHLINE

M A

T C

H L

IN

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M A

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H L

IN

E

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

C. STATSER

C. GIPSON

D. HOGAN

M. OSSANNA

T. PRICE

J. CAMPBELL

COMMUNICATIONS M. ADKISON

1/8" = 1'-0"B

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CHRIS MANZ

HDRE_ALL_DISCIPLINES.rte

FOUNDATION PLAN - AREA A

CAMP MURRAY

ASOG FACILITY

AIR SUPPORT

OPERATIONS CENTER

1/8" = 1'-0"

FOUNDATION PLAN - AREA A

GENERAL NOTES:

1. SEE S001 FOR GENERAL STRUCTURAL NOTES.

2. SEE S502 FOR FOOTING SCHEDULE.

CJ

CJ

CJ

CJ

CJ

CJ

C J

C J

C J

C J

C J

C J

04/30/2023 ISSUED FOR CONSTRUCTION

E

19'-0" 18'-3" 31'-4" 15'-7" 7'-7"

1'-1"

9'-2" 18'-2"

120'-2"

/4

/4

/8

/2

/2

8" STEM WALL AT

LOWER/ UPPER

SLAB TRANSITION

5" SLAB ON GRADE

REINF W/ #5@12 EW

CENTERED IN SLAB

TOP OF CONC EL -16"

COMMERCIALLY

AVAILABLE COMPUTER

ACCESS FLOOR ON TOP

OF SLAB ON GRADE

FINISH EL 0'-0"

2'-0" TYP

12" THICK CONTINUOUS

STRIP FOOTING.

MATCHLINE - SEE SHEET S105 FOR CONTINUATION

M A

T C

H L

IN

E

S

E E

S H

E E

T S

F O

R C

O N

T

IN

U A

T

IO

N

MATCHLINE - SEE SHEET S102 FOR CONTINUATION

M A

T C

H L

IN

E

S

E E

S H

E E

T S

F O

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O N

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IN

U A

T

IO

N

10" CMU WALL

10" CMU WALL

2.5 7.8

F.6

S502

STOOP, TYP

S502

TYP @

STOOP

C

D

S502

C J

C J

C J

C J

C J

CJ

CJ

CJ

CJ

C J

C J

C J

TOF EL -2'-6"

TOF EL -2'-0"

MCJ MCJ

MCJ

MCJ

5" SLAB ON GRADE

REINF W/ #5@12 EW

CENTERED IN SLAB

FINISH EL 0'-0"

F.4

8.2

S502

8.5 8.88.3

G.2

D.5

F.8

E.5

D.6

G.5

/2

5'-0"

TYP

S502

SIM

S202

MCJ MCJ

TOF EL -0'-5", TYP

(4 PLCS)

TOF EL -1'-9", TYP

(13 PLCS)

TYP @ STEP

S502

4'-3" TYP @ EXTERIOR

10" CMU WALL WITH

BRICK VENEER

5'-4"

WALLS WITH VENEER UNO

10" CMU WALL

T Y

P

I N

T E

R

IO

R

C M

U W

A L L

S U

N O

7 1/4" GRID TO FACE OF WALL

KEY PLAN

A

C

D

B

E

MATCHLINE

MATCHLINE

M A

T C

H L

IN

E

M A

T C

H L

IN

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PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

C. STATSER

C. GIPSON

D. HOGAN

M. OSSANNA

T. PRICE

J. CAMPBELL

COMMUNICATIONS M. ADKISON

1/8" = 1'-0"B

IM

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CHRIS MANZ

HDRE_ALL_DISCIPLINES.rte

FOUNDATION PLAN - AREA B

CAMP MURRAY

ASOG FACILITY

AIR SUPPORT

OPERATIONS CENTER

1/8" = 1'-0"

FOUNDATION PLAN - AREA B

GENERAL NOTES:

1. SEE S001 FOR GENERAL STRUCTURAL NOTES.

2. SEE S502 FOR FOOTING SCHEDULE.

04/30/2023 ISSUED FOR CONSTRUCTION

9 10 11

F

16'-7" 38'-0" 38'-0" 39'-3"

131'-10"

8" CMU WALL W/

BRICK VENEER

10" CMU WALL

M A

T C

H L

IN

E

S

E E

S H

E E

T S

F O

R C

O N

T

IN

U A

T

IO

N

4'-8" 1'-8" 7'-8" 2'-7"

STOOP, TYP

S502

TYP

7'-8" 14'-11" 7'-8" 15'-2" 14'-10" 7'-8"

C

D

8" CMU WALL

S502

CJ

CJ

CJ

CJ

C J

C J

C J

C J

C J

C J

MCJ

MCJ

MCJ MCJMCJ MCJ MCJ

MCJ

MCJ

MCJ

MCJ

MCJ

MCJMCJMCJMCJ

MCJMCJMCJMCJMCJ

5" SLAB ON GRADE

REINF W/ #5@12 EW

CENTERED IN SLAB

FINISH EL 0'-0"

S522

S522

8.8

G.2

OPP HAND

8" CMU WALL

TYP

TOF EL -2'-0",

TYP

T Y

P

8" CMU WALL WITH

BRICK VENEER

T Y

P

I N

T E

R

IO

R

10" CMU

WALL

WITH

BRICK

VANEER

10" CMU WALL

C M

U W

A L L

S U

N O

T Y

P

E X

T E

R

IO

R

W A

L L S

W

IT

H V

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S502

TYP

/2

/2

/2

/8

/8

/8

/8

T Y

P

2'-0 1/8"16'-10 1/4"1'-3 1/8"

7 1/8"

7 1/8"

KEY PLAN

A

C

D

B

E

MATCHLINE

MATCHLINE

M A

T C

H L

IN

E

M A

T C

H L

IN

E

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

C. STATSER

C. GIPSON

D. HOGAN

M. OSSANNA

T. PRICE

J. CAMPBELL

COMMUNICATIONS M. ADKISON

1/8" = 1'-0"B

IM

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S104 10078627

CHRIS MANZ

HDRE_ALL_DISCIPLINES.rte

FOUNDATION PLAN - AREA C

CAMP MURRAY

ASOG FACILITY

AIR SUPPORT

OPERATIONS CENTER

1/8" = 1'-0"

FOUNDATION PLAN - AREA C

GENERAL NOTES:

1. SEE S001 FOR GENERAL STRUCTURAL NOTES.

2. SEE S502 FOR FOOTING SCHEDULE.

04/30/2023 ISSUED FOR CONSTRUCTION

4 6

J

37'-2 7/8" 22'-11 1/8" 23'-11 7/8" 36'-0 1/8"

23'-0"

120'-2"

8" SLAB ON GRADE

REINF W/ #6@12 EW

FINISH EL 0'-0"

8" CMU WALL W/

BRICK VENEER

10" CMU WALL

8" SLAB ON GRADE

REINF W/ #6@12 EW

FINISH EL 0'-0"

TYP

10'-0"

/8

APPROACH SLAB

MATCHLINE - SEE SHEET S103 FOR CONTINUATION

7.8

TYP

5'-0"

S502

TYP @

APPROACH

SLAB

S502

TYP @ STOOP

4'-8" 28'-6 7/8" 14'-6" 4'-8"

APPROACH

SLAB

APPROACH SLAB

S502

CJ

CJ

C J

C J

C J

APPROACH SLAB

MCJ

MCJ

MCJ

MCJ

MCJ

MCJMCJ

MCJ

MCJ

MCJ

MCJ

MCJ

MCJMCJMCJ

MCJ

MCJ

MCJ

MCJ

MCJ

MCJMCJMCJ

MCJ

S522

S522

S522

S522

S522

8.8

10'-0"

STOOP, TYP UNO

C J

C J

C J

HSS COLUMN IN WALL, TYP

G.5

TOF EL -2'-0", TYP

10" CMU WALL WITH

BRICK VENEER

10" CMU WALL WITH

BRICK VENEER

8" CMU WALL WITH

BRICK VENEER

10" CMU WALL

3'-10" TYP @ INTERIOR

8" CMU WALL, TYP UNO

CMU WALLS UNO

4'-3" TYP @ EXTERIOR

WALLS WITH VENEER UNO

S502

TYP

K

/8

/8

/4

9'-7 3/4"

2'-4 5/8"

11 7/8"

16'-9 1/8"

5'-0"

2'-2 3/4" FACE OF WALL TO GRID 7.8

FACE OF WALL TO GRID 7.8

19'-5 3/4"

/8

/8

6'-5"

7'-10"

9'-7 5/8"

/4

F

A C

E O

F

W A

L L T

O G

R

ID

G

.5 KEY PLAN

A

C

D

B

E

MATCHLINE

MATCHLINE

M A

T C

H L

IN

E

M A

T C

H L

IN

E

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

C. STATSER

C. GIPSON

D. HOGAN

M. OSSANNA

T. PRICE

J. CAMPBELL

COMMUNICATIONS M. ADKISON

1/8" = 1'-0"B

IM

/1

J V

C

H M

C a m p M u rr a y A

S O

G F a c ili ty /1

-S

A .r v t

/2

/2

:5

:1

A M

S105 10078627

CHRIS MANZ

HDRE_ALL_DISCIPLINES.rte

FOUNDATION PLAN - AREA D

CAMP MURRAY

ASOG FACILITY

AIR SUPPORT

OPERATIONS CENTER

1/8" = 1'-0"

FOUNDATION PLAN - AREA D

GENERAL NOTES:

1. SEE S001 FOR GENERAL STRUCTURAL NOTES.

04/30/2023 ISSUED FOR CONSTRUCTION

TOP OF FOOTING

EL -2'-0", TYP

10" CMU WALL W/

BRICK VENEER

10" CMU WALL7

/2

105'-4" 1'-0 7/8"

M A

T C

H L

IN

E

S

E E

S H

E E

T S

F O

R C

O N

T

IN

U A

T

IO

N

STOOP, TYP

S502

TYP

4'-8"

1'-2"

17'-8" 7'-8" 16'-8" 7'-8" 32'-4" 7'-8"

T Y

P

5'-0"

S502

/8

/8

CJ

C J

CJ

C J

C J

MCJ MCJMCJMCJ

MCJ

MCJ

MCJMCJ

MCJ MCJ

MCJ

MCJMCJ

MCJ

5" SLAB ON GRADE

REINF W/ #5@12 EW

CENTERED IN SLAB

FINISH EL 0'-0"

5" SLAB ON GRADE

REINF W/ #5@12 EW

CENTERED IN SLAB

FINISH EL 0'-0"

MCJ

MCJ

MCJ

S502 B.2

2.1

/8

SIM

10" CMU WALL WITH

BRICK VENEER

T Y

P

E X

T E

R

IO

R

8" CMU WALL WITH

BRICK VENEER

W A

L L

S W

IT

H

V E

N E

E R

U N

O

T Y

P

I N

T E

R

IO

R

C M

U W

A L L

S U

N O

4'-3"

S502

TYP

15'-8"

/4

36'-0"

KEY PLAN

A

C

D

B

E

MATCHLINE

MATCHLINE

M A

T C

H L

IN

E

M A

T C

H L

IN

E

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

C. STATSER

C. GIPSON

D. HOGAN

M. OSSANNA

T. PRICE

J. CAMPBELL

COMMUNICATIONS M. ADKISON

1/8" = 1'-0"B

IM

/1

J V

C

H M

C a m p M u rr a y A

S O

G F a c ili ty /1

-S

A .r v t

/2

/2

:5

:1

A M

S106 10078627

CHRIS MANZ

HDRE_ALL_DISCIPLINES.rte

FOUNDATION PLAN - AREA E

CAMP MURRAY

ASOG FACILITY

AIR SUPPORT

OPERATIONS CENTER

1/8" = 1'-0"

FOUNDATION PLAN - AREA E

GENERAL NOTES:

1. SEE S001 FOR GENERAL STRUCTURAL NOTES.

04/30/2023 ISSUED FOR CONSTRUCTION

E

2.5

1'-5" 17'-7" 18'-3" 31'-4" 15'-7" 7'-7"

1'-1 1/4"

9'-1 3/4" 16'-9 1/4" 1'-5"

/8

/2

/8

/8

7.8

F.6

D

MCJ

MCJ

MCJ

MCJ MCJ

F.4

W21X44 W

X

W21X44

W X

W21X44 W21X44

W X

W21X44

W X

W X

W21X44W21X55

W21X44

W X

W X

W21X44 W21X44

NOTE 1

W21X62

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W21X44W21X44W21X44W21X44

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

8.2

10'-3"

W X

W X

W X

W X

W X

W X

W21X44

W21X44

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

4 EQUAL SPACES @ 4'-5"± 4 EQUAL SPACES @ 4'-7"± 7 EQUAL SPACES @ 4'-6"± 4 EQUAL SPACES @ 4'-6"±

W X

W X

W X

2'-0"4

S512

BP-5

BP-6

BP-5

BP-5

BP-5 TYPICAL THIS

BEARING LINE

BP-5 TYPICAL THIS

BEARING LINE

L2L2

L2

L

L

L2

L2

8.5 8.88.3

W X

4 3/8"

/4 " G.2

F.8

E.5

G.5

BP-7 EA END

BP-7 BP-5 EA END

SEE NOTE 6

L5

BP-7 EA END BP-7 EA END

BP-8 EA ENDBP-8 EA END

L2 L2 L2 L2 ML-6

L

L

L

L

B O

L

M L -6

L5

S202

MCJMCJ

S513

SEE 6/S521, TYP

ALL LINTELS

ALONG WALL

SEE 6/S521, TYP

ALL LINTELS

ALONG WALL

S510

TYP @ BEAM TO

COLUMN

CONNECTIONS, UNO

KEY PLAN

A

C

D

B

E

MATCHLINE

MATCHLINE

M A

T C

H L

IN

E

M A

T C

H L

IN

E

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

C. STATSER

C. GIPSON

D. HOGAN

M. OSSANNA

T. PRICE

J. CAMPBELL

COMMUNICATIONS M. ADKISON

1/8" = 1'-0"B

IM

/1

J V

C

H M

C a m p M u rr a y A

S O

G F a c ili ty /1

-S

A .r v t

/2

/2

:5

:2

A M

S110 10078627

CHRIS MANZ

HDRE_ALL_DISCIPLINES.rte

FRAMING PLAN - HVAC PLATFORM

CAMP MURRAY

ASOG FACILITY

AIR SUPPORT

OPERATIONS CENTER

1/8" = 1'-0"

FRAMING PLAN - HVAC PLATFORM

GENERAL NOTES:

1. SEE S001 FOR GENERAL STRUCTURAL NOTES.

FRAMING AND SLAB NOTES:

1. INDICATES SPAN DIRECTION FOR 2",

18 GA. COMPOSITE METAL DECK WITH 3 1/2" NORMAL

WEIGHT CONCRETE FILL. TOTAL SLAB DEPTH = 5 1/2". DECK

TO BE VULCRAFT 2.0D DOVETAIL FORMLOCK OR APPROVED

EQUAL WITH A MINIMUM STC RATING OF 50 FOR THE

COMBINED SLAB AND DECK SYSTEM. REINFORCE WITH

6X6-W2.9 X W2.9 WELDED WIRE MESH, EXCEPT WHERE

SHOWN OTHERWISE.

2. TOC = 14'-8", TYP THIS SHEET.

3. TOS = 14'-2 1/2", TYP THIS SHEET.

4. "BP-X" EQUALS BEAM BEARING PLATE. SEE STEEL BEAM

BEARING PLATE ON MASONRY SCHEDULE.

5. 'L#' INDICATES STEEL LINTEL. SEE 5/S521.

6. EXTEND L2 LINTEL TO HSS COLUMN AND CONNECT PER

DETAIL 3/S510.

04/30/2023 ISSUED FOR CONSTRUCTION

9 10 1174

E

F

B

H

J

105'-4" 33'-2"

4'-0 7/8" 11'-8 1/8"

11'-3"

8'-4 7/8"

18'-7 1/8" 49'-7" 38'-0" 38'-0" 39'-3"

357'-4"

S P

A N

SPAN

S P

A N

SPAN

SPAN SPAN

SPAN

SPAN

SPAN

2.5 7.8

F.6

C

D

A A

F.4

8.2 8.5 8.88.3

G.2

D.5

106'-4 7/8" 17'-11" 65'-2" 7'-7"

1'-1 1/4"

3'-10 7/8"

5'-3"

18'-2 1/8" 131'-10"

F.8

E.5

D.6

G.5

B.2

2.1 8.4

S P

A N

S P

A N

K

/8

/8

/2

/2

/2

/8

/4

/8

/8

/4

/4

/4

KEY PLAN

A

C

D

B

E

MATCHLINE

MATCHLINE

M A

T C

H L

IN

E

M A

T C

H L

IN

E

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

ELECTRICAL

MECHANICAL

FIRE PROTECTION

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B