075662-FH-CDC CORRECTED RTA DRAWINGS 13 NOV 25 part 1.pdf

126 122

002C

111 115 132 130

122B

004A

002B

005B

005A

105B

109B

003A

132B

115B

111B

126B

130B

118 114

118B

AS PER UFC

4-740-14 SECTION

7-2.3.3

NFPA 16.3.2.2

AS PER NFPA 16.3.2.1

NOTE: PANIC HARDWARE WILL BE PROVIDED

ON MAIN CORRIDOR DOORS

23-T

12 23-T

RRD

AIR

OUT

AIR

IN

RRD

AIR

OUT

AIR

IN

18x304 TIER

18x304 TIER x

T

IE

R

A

IR

IN

24x604 TIER

24x604 TIER

C

C H x3

T

IE

R x

T

IE

R x

T

IE

R x

T

IE

R x

T

IE

R x

T

IE

R x

T

IE

R

S S

E1

H

C

D D

D

DC

D

H

H

C

24x604 TIER

24x544 TIER 24x364 TIER

C W O

C W

IC

W O

C W I

1070 SF

OCC:31

PRESCHOOL/PRE-K ACTIVITY RM 03

126 1071 SF

OCC:31

OUTREACH/TRANSITIONAL CARE

ACTIVITY RM

247 SF

OCC:13

TRAINING RM

660 SF

OCC:19

INFANT/PRE-TODDLER ACTIVITY RM

46 SF

OCC:1

JANITOR

CLOSET

631 SF

OCC:19

INFANT/PRE-TODDLER ACTIVITY RM

652 SF

OCC:19

INFANT/PRE-TODDLER ACTIVITY RM

1079 SF

OCC:31

PRESCHOOL/PRE-K ACTIVITY RM 02

92 SF

OCC:1

CENTRAL STORAGE

59 SF

OCC:1

STORAGE

122B

42 SF

OCC:1

EXT STORAGE

1078 SF

OCC:31

PRESCHOOL/PRE-K ACTIVITY RM 01

30 SF

OCC:1

STORAGE

004A

47 SF

OCC:1

PUBLIC TOILET

002B

42 SF

OCC:1

ISO

TOILET

005B

106 SF

OCC:1

WAITING

AREA

146 SF

OCC:1

OPEN

OFFICE

AREA

55 SF

OCC:1

ISOLATION

AREA

005A

46 SF

OCC:1

STORAGE

105B

49 SF

OCC:1

STORAGE

109B

49 SF

OCC:1

EXT STORAGE

91 SF

OCC:1

RECEPTION

59 SF

OCC:1

CCTV

EQUIPMENT

53 SF

OCC:1

STORAGE

132B

42 SF

OCC:1

EXT STORAGE

48 SF

OCC:1

TOILET 01

46 SF

OCC:1

STORAGE

115B

54 SF

OCC:1

STORAGE

111B

42 SF

OCC:1

EXT STORAGE

41 SF

OCC:1

EXT STORAGE

51 SF

OCC:1

STORAGE

126B

44 SF

OCC:1

STORAGE

130B

51 SF

OCC:1

TOILET 02

84 SF

OCC:1

VESTIBULE

284 SF

OCC:10

STAFF LOUNGE

48 SF

OCC:1

NURSING MOTHERS RM

38 SF

OCC:1

STROLLER/

CAR SEAT

STORAGE

002C

914 SF

OCC:10

KITCHEN

1162 SF

OCC:34

ACTIVE PLAYROOM

756 SF

OCC:2

MECHANICAL

97 SF

OCC:1

LAUNDRY

DIAGONAL DISTANCE ACROSS FLOOR AREA 228' - 2 1/4"

116 SF

OCC:1

COMMUNICATIONS

88 SF

OCC:1

ASSISTANT

DIRECTORS

OFFICE

139 SF

OCC:1

DIRECTORS

OFFICE

WHITE AVE

1823 SF

OCC:13

CORRIDOR

DISTANCE BETWEEN EXITS 84' - 6 1/4" (MIN. 76'-0" REQ'D)

17034"

EXIT DOOR

42664"

EXIT DOOR

WHITE AVE

17034"

EXIT DOOR

17034"

EXIT DOOR

CP

: 2

3'-

MA

X:

0'- 0"

17034"

EXIT DOOR

1161616

17034"

EXIT DOOR

17034"

EXIT DOOR

17034"

EXIT DOOR

17034"

EXIT DOOR

17034"

EXIT DOOR

17034"

EXIT DOOR

17034"

EXIT DOOR

C.P.T.

16'-8"

161010

10 10

17034"

EXIT DOOR

42664"

EXIT DOOR

17034"

EXIT DOOR

EXIT TO

PUBLIC WAY

EXIT TO

PUBLIC WAY

EXIT TO

PUBLIC WAY

EXIT TO

PUBLIC WAY

EXIT TO

PUBLIC WAY

EXIT TO

PUBLIC WAY

MECHANICAL YARD

EXIT TO

PUBLIC WAY

EXIT TO

PUBLIC WAY

EXIT TO

PUBLIC WAY

FE- A FE- A

FE

-A

FE-

ABC FIRE

EXTINGUISHER

TYPE K FIRE

EXTINGUISHER

FE-

TY

P.

T

RA

VE

L D

IS

TA

NC

E:

'-0

CP

: 1

4'- 0"

MA

X:

0'-

0"

5965 SF

Playground B P-02

7548 SF

Playground C P-03

3658 SF

Playground A (Infant) P-01

CP: 22'-00"

MAX: 100'-0"

CP: 17'-0"

MAX: 100'-0"

60 SF

OCC:1

STORAGE

118B

113 SF

OCC:1

ELECTRICAL

18 32 SF

OCC:1

RECYCLE RM

CP: 34'-00"

MAX: 100'-0"

CP: 17'-00"

MAX: 100'-0"

CP: 13'-06"

MAX: 100'-0"

CP: 37'-06"

MAX: 100'-0"

CP

: 1

7'-

MA

X:

0'- 0"

CP: 15'-00"

MAX: 100'-0"

CP

: 1

7'-

MA

X:

0'- 0"

CP

: 1

6'-

MA

X:

0'- 0"

CP

: 1

1'-

MA

X:

0'- 0"

CP: 14'-10"

MAX: 100'-0"

BUSINESS (GROUP B)

BUSINESS COLLABORATION <450SF (GROUP A)

DAYCARE (GROUP I-4)

KITCHEN

MECHANICAL & EQUIP USE

STORAGE

664 SF

OCC:19

INFANT/PRE-TODDLER ACTIVITY RM

FE- AFE- A

10'-0"

IM

AG

IN

AR

Y

'-0 " L

OT

LI

NE

IM

AG

IN

AR

Y

'-0 " L

OT

LI

NE

10'-0"

6' - 5 1/2"

MAIN ENTRANCE

FIRE DEPT ACCESS

FH

APPROX. 175'-0"

FH

SEE CIVIL DWGS FOR

ACCURATE LOCATION

FA

A

FMCU

AED

LO

C

NO FIRE RATING

1 HR FIRE RATING

LEGEND

00032"

EXIT DOOR

EGRESS CAPACITY

# OF OCCUPANTS EXITING

DOOR CLEAR WIDTH

DOOR CLEAR WIDTH

0 EXIT TAG

(# OF OCCUPANTS EXITING)

FE- X FIRE EXTINGUISHER IN CABINET

A - WATER

B - DRY CHEMICAL

C - GASEOUS

EXIT TO PUBLIC WAY

COMMON PATH OF TRAVEL (CP)

2-WAY OPTIONAL DIRECTION OF TRAVEL

FE- FIRE EXTINGUISHER

BUILDING EXIT

SMOKE PARTITIONS

AED FULLY RECESSED IN CABINETAED

OCCUPANT LOAD TABLE

OCCUPANCY USE OCCUPANT

LOAD FACTOR

BUSINESS

BUSINESS

COLLABORATION<450 SF

DAYCARE

KITCHEN

MECHANICAL &

EQUIP USE

STORAGE

1 PERSON / 150 GROSS

1 PERSON/ 15 SF NET

1 PERSON/ 35 SF NET

1 PERSON / 100 SF NET

1 PERSON/ 500 SF GROSS

1 PERSON / 500 SF GROSS

NFPA 101 TABLE 7.3.1.2

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

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R

S

D R

AW

N

B Y:

D

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B

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SU

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D B

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C H

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D B

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AN

SI

D

IS

SU

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AT

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C O

N

TR

AC

T

N O

SO

LI

C

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AT

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N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

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C

A

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AT

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AR

K

D

ES

C R

IP

TI

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2 4 6 8 10 12 14 16 18 20

P

M

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F

D

B

PL

O

T D

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L O

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Y

PL

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C H

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PM

EN

T C

EN

TE

R N

EW

Y

O R

K D

IS

TR

IC

T

F

ED

ER

AL

P

LA

ZA

, N

EW

Y O

R K, N Y

JK JK C

he ck er

AU

G

U

ST

9, W

2D S2

3F

W

2D S1

9D

U

SA

G F

O R

T H

AM

IL

TO

N

, N

EW

Y O

R K

PR

O

JE

C

T N

O . 7

3/32" = 1'-0"1 LIFE SAFETY PLAN

PLAN NORTH

16'8' 32'0

SCALE: 3/32" = 1'-0"

OCCUPANCY CLASS (IBC, NFPA)

L-001

LA

N

D

SC

AP

E

N O

TE

S

PL

AN

T

SC

H

ED

U

LE

GENERAL LANDSCAPE NOTES: PLANTING NOTES:

1. THE LOCATION OF ALL TREES, SHRUBS, AND GROUNDCOVER AREAS SHOWN ON THE PLAN

SHALL BE STAKED/FLAGGED BY THE CONTRACTOR AND APPROVED BY THE GOVERNMENT

BEFORE THE DIGGING OF PITS. PLANTING SHALL BE LOCATED WHERE SHOWN ON THE

DRAWINGS OR WHERE FIELD LOCATED BY OWNER.

2. PROVIDE ONLY PLANTS THAT ARE FREE FROM DISEASES AND PESTS, AND THAT COMPLY WITH THE LATEST EDITION OF PUBLICATION ANSI Z60.1, AMERICAN STANDARDS FOR NURSERY STOCK, BY THE AMERICAN ASSOCIATION OF NURSERYMEN.

3. DO NOT MAKE SUBSTITUTIONS REGARDING PLANT SIZES OR SPECIES WITHOUT WRITTEN

PERMISSION FROM THE GOVERNMENT.

4. REMOVE ALL STRINGS AND OTHER TIES FROM TREES.

5. FERTILIZE ALL PLANTS WITH 16-16-16 SLOW RELEASE FERTILIZER AT THE RATE OF: 3 LBS PER

CUBIC YARD OF SOIL MIX; 3 LBS PER 100 SF OF BED FOR SHRUBS AND GROUNDCOVER.

6. BALLED AND BURLAPPED OR "B&B" PLANTS SHALL BE DUG WITH FIRM, NATURAL BALLS OF

EARTH OF SUFFICIENT DIAMETER AND DEPTH TO ENCOMPASS THE FIBROUS AND FEEDING

ROOT SYSTEM NECESSARY FOR FULL RECOVERY OF THE PLANT. BALLS SHALL BE FIRMLY

WRAPPED WITH BURLAP OR SIMILAR MATERIAL AND BOUND WITH TWINE OR CORD.

7. AT A MINIMUM THE TOP ONE-HALF OF THE ROOT BALL IS TO HAVE ALL BURLAP AND TWINE

REMOVED. IF ROOTS ARE GIRDLING OR CIRCLING THEY MUST BE LOOSENED OR CUT.

8. THE BALLS OF "B&B" PLANTS WHICH CANNOT BE PLANTED IMMEDIATELY ON DELIVERY SHALL BE

COVERED WITH MOIST SOIL OR MULCH, OR OTHER PROTECTION FROM DRYING WINDS AND SUN.

ALL PLANTS INSTALLED OR STORED SHALL BE WATERED BY CONTRACTOR AS NECESSARY

UNTIL FINAL ACCEPTANCE.

9. ALL PLANTS SHALL BE HANDLED SO THAT ROOTS ARE ADEQUATELY PROTECTED AT ALL TIMES.

DURING SHIPMENT, THE ENTIRE PLANT SHALL BE PROTECTED BY TARPAULINS OR OTHER

SUITABLE COVERING. PLANT MATERIAL SUFFERING FROM WIND BURN OR OTHER DAMAGE IS

NOT ACCEPTABLE.

10. NO PLANT SHALL BE BOUND WITH ROPE OR WIRE IN A MANNER THAT DAMAGES THE BARK,

BREAKS BRANCHES, OR DESTROYS ITS NATURAL SHAPE. NO PLANT MATERIAL REQUIRED TO BE

BALLED AND BURLAPPED SHALL BE ACCEPTED IF THE BALL IS CRACKED OR BROKEN EITHER

BEFORE OR DURING THE PROCESS OF PLANTING, OR WHEN REQUIRED BURLAP, STAVES, ROPES

OR PLATFORM HAVE BEEN REMOVED.

11. ANY SERIES OF TREES OR SHRUBS TO BE PLACED IN A PARTICULAR ARRANGEMENT WILL BE

FIELD CHECKED FOR ACCURACY BY THE GOVERNMENT. ANY PLANTS INCORRECTLY ARRANGED

SHALL BE RELOCATED WITH GOVERNMENT APPROVAL.

12. PRE-EMERGENT HERBICIDE SHALL BE APPLIED (ACCORDING TO MANUFACTURER'S

INSTRUCTIONS) TO ALL PLANT BEDS, PRIOR TO PLANTING, FOR NOXIOUS WEED CONTROL.

AVOID OVER APPLICATION INTO SEEDED/SODDED GRASS AREAS.

13. ALL PLANTING BEDS AND TREE PLANTINGS SHALL RECEIVE A MINIMUM 3" DEEP SHREDDED

HARDWOOD MULCH LAYER.

14. CONTRACTOR IS RESPONSIBLE FOR THE WATERING AND MAINTENANCE OF ALL INSTALLED

PLANT MATERIAL, INCLUDING GRASS, UNTIL FINAL ACCEPTANCE BY GOVERNMENT. WATER ALL

PLANT MATERIAL AT TIME OF PLANTING.

15. ALL PLANT MATERIAL IS TO BE GUARANTEED FOR ONE (1) YEAR. GUARANTEE PERIOD STARTS

FROM DATE OF SUBSTANTIAL COMPLETION.

16. GROUNDCOVER SPACING PATTERN SHALL BE AS INDICATED ON TYPICAL SPACING PATTERN

USING SPACING DIMENSION AS SHOWN ON PLANS AND SCHEDULE.

17. ALL PLANTING AREAS ARE TO HAVE SOIL TESTS PERFORMED UPON THEM TO DETERMINE IF THE

PROPER SOIL PH IS PRESENT. RESULTS FROM THESE TESTS ARE TO BE SENT TO THE

GOVERNMENT. IF THE TEST INDICATES MPROPER PH, THEN THE LANDSCAPE CONTRACTOR IS

TO ADD LIME OR SULFUR TO PROVIDE THE PROPER SOIL PH.

18. LANDSCAPE CONTRACTOR SHALL SUBMIT TYPEWRITTEN INSTRUCTIONS RECOMMENDING

PROCEDURES TO BE ESTABLISHED BY GOVERNMENT FOR MAINTENANCE AND WATERING OF

LANDSCAPE WORK FOR ONE FULL YEAR. SUBMIT PRIOR TO FINAL ACCEPTANCE.

19. THE GOVERNMENT MAY INSPECT TREES AND SHRUBS EITHER AT NURSERY OR ON-SITE PRIOR

TO PLANTING, FOR COMPLIANCE WITH REQUIREMENTS FOR GENUS, SPECIES, SIZE, AND

QUALITY. THE GOVERNMENT RETAINS THE RIGHT TO FURTHER INSPECT TREES AND SHRUBS

FOR SIZE AND CONDITION OR ROOT BALL, INSECTS, INJURIES, AND LATENT DEFECTS TO REJECT

UNSATISFACTORY OR DEFECTIVE PLANT MATERIAL AT ANY TIME DURING PROGRESS OF WORK.

REMOVE REJECTED MATERIAL IMMEDIATELY FROM THE PROJECT SITE.

20. REPLACEMENTS SHALL CLOSELY MATCH ADJACENT SPECIMENS OF THE SAME SPECIES AND

SHALL CONFORM TO THE STANDARDS FOR PLANT MATERIALS SPECIFIED. ALL REPLACED

MATERIAL SHALL IMMEDIATELY BE REMOVED FROM THE SITE AND ALL NECESSARY REPAIRS TO

GRADES, LAWN AREAS, PAVING, AND OTHER AREAS DAMAGED DURING REPLACEMENT SHALL BE

MADE AT NO COST TO THE GOVERNMENT.

21. ONLY ONE REPLACEMENT PER TREE, SHRUB, OR PLANT WILL BE REQUIRED AT THE END OF THE

WARRANTY, EXCEPT FOR LOSSES OR REPLACEMENTS DUE TO FAILURE TO COMPLY WITH THE

REQUIREMENTS.

SODDING NOTES:

1. REFER TO CIVIL DRAWINGS AND SPECIFICATIONS FOR SODDING. SOD SHOULD BE USED AS

APPROPRIATE UNLESS SPECIFICALLY NOTED OTHERWISE.

2. REPAIR WITH SOD, AS APPROPRIATE, ALL ERODED OR DISTURBED AREAS WHERE VEGETATIVE

COVER HAS NOT BEEN ESTABLISHED.

3. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF SODDED AREAS UNTIL AREAS EXHIBIT

HEALTHY AND VIGOROUS GROWTH AS DETERMINED BY THE GOVERNMENT.

1. UNDERGROUND UTILITIES EXIST ON SITE. THE LOCATION OF ALL SURFACE AND UNDERGROUND UTILITIES, RIGHT-OF-WAYS, EASEMENTS, ETC., SHALL BE VERIFIED BY THE CONTRACTOR AND

THE GOVERNMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES

FROM DAMAGE DURING CONSTRUCTION AND TO REPAIR ANY DAMAGE WHICH SHOULD OCCUR

TO THE SATISFACTION OF THE GOVERNMENT. COMMENCEMENT OF LANDSCAPE INSTALLATION

INDICATES ACCEPTANCE BY THE GOVERNMENT OF EXISTING CONDITIONS.

2. EXAMINE SUBGRADE UPON WHICH WORK IS TO BE PERFORMED. VERIFY SUBGRADE ELEVATIONS, OBSERVE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED, AND PROVIDE PERCOLATION

TESTS AND ALL OTHER TESTS NECESSARY TO ASCERTAIN THAT ADEQUATE GROWING

CONDITIONS WILL BE PROVIDED FOR PLANTS. IF PERCOLATION TESTS OR SUBSOIL CONDITIONS

INDICATE RETENTION OF WATER IN PLANTING AREAS, AS SHOWN BY SEEPAGE OR OTHER

EVIDENCE INDICATING PRESENCE OF UNDERGROUND WATER, NOTIFY GOVERNMENT IN WRITING

OF THIS FACT OR OTHER UNSATISFACTORY CONDITIONS BEFORE BACKFILLING. A CHANGE

ORDER MAY BE ISSUED TO DIRECT INSTALLATION OF DRAIN TILE OR OTHER MEASURES BEYOND

DRAINAGE REQUIREMENTS INDICATED. DO NOT PROCEED WITH THE WORK UNTIL

UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. COMMENCEMENT OF PLANTING WORK

INDICATES THAT SITE CONDITIONS HAVE BEEN ACCEPTED "AS IS" BY THE GOVERNMENT.

3. AS-BUILT SITE CONDITIONS MAY VARY FROM THIS PLAN. PLANT AND MATERIAL QUANTITIES AS

SHOWN ON THE PLAN ARE FOR UNIFORM COMPARISON AND ESTIMATE PURPOSES ONLY. NOTIFY

GOVERNMENT OF ALL SITE CONDITIONS WHICH WILL AFFECT PLANT QUANTITIES REQUIRED

AND/OR THEIR LOCATIONS.

4. PROTECT EXISTING GRASS AREAS, TREES, AND OTHER VEGETATION TO REMAIN.

5. DAMAGE BY CONTRACTOR TO UNDISTURBED AREAS OUTSIDE THE LIMITS OF CONSTRUCTION

SHALL BE REPAIRED BY CONTRACTOR TO THE SATISFACTION OF THE GOVERNMENT.

6. THE QUANTITIES INDICATED ON THE DRAWINGS ARE PROVIDED FOR THE BENEFIT OF THE

CONTRACTOR, BUT SHOULD NOT BE ASSUMED TO ALWAYS BE CORRECT. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR HIS OWN QUANTITY CALCULATIONS AND THE LIABILITY WHICH

PERTAINS TO THOSE QUANTITIES AND ANY RELATED CONTRACT DOCUMENTS AND/OR PRICE

QUOTATIONS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANT QUANTITIES REQUIRED TO

COVER SPECIFIED AREAS AT THE DESIGNATED SPACING.

7. CONTRACTOR IS RESPONSIBLE FOR CONDUCTING SITE INSPECTION PRIOR TO BIDDING WORK, TO DETERMINE SITE CONDITIONS AND AREAS TO BE PLANTED. SUBMISSION OF BID INDICATES

CONTRACTOR HAS VERIFIED SITE CONDITIONS AND PLANT MATERIAL QUANTITIES.

8. INSPECTION: GOVERNMENT REPRESENTATIVE OR LANDSCAPE ARCHITECT MUST BE PRESENT

WHEN TREES ARE INSTALLED.

9. SUBSTANTIAL COMPLETION: WILL BE PROVIDED AFTER THE CONTRACTOR HAS SATISFACTORILY

COMPLETED WORK REQUIREMENTS AS SPECIFIED. THE GOVERNMENT WILL CONDUCT A

SUBSTANTIAL COMPLETION INSPECTION AND PROVIDE A PUNCH LIST OF OBSERVED

DEFICIENCIES.

10. FINAL ACCEPTANCE: THE GOVERNMENT WILL PROVIDE THE FINAL INSPECTION AFTER THE

CONTRACTOR HAS SATISFACTORILY CORRECTED THE DEFICIENCIES ON THE PUNCH LIST.

SHOULD THE GOVERNMENT INSPECTION FIND WORK INCOMPLETE, THE CONTRACTOR SHALL

REMEDY THE DEFICIENCIES.

11. AFTER FINAL ACCEPTANCE AND PRIOR TO END OF WARRANTY PERIOD, CONTRACTOR SHALL

REPLACE ALL PLANT MATERIAL THAT HAS DIED OR HAS DEFECTS, INCLUDING UNSATISFACTORY

GROWTH, IN THE OPINION OF THE GOVERNMENT.

12. DURING LANDSCAPE INSTALLATION KEEP PAVEMENTS CLEAN AND WORK AREA IN ORDERLY

CONDITION.

13. CONTRACTOR TO REPAIR ANY PAVEMENTS, CURBS, AND OTHER IMPROVEMENTS DAMAGED AS A

RESULT OF LANDSCAPE INSTALLATION ACTIVITIES.

C H

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US Army Corps of Engineers • •

SHEET ID

U S

AR

M

Y C

O R

PS

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F

EN

G

IN

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R

S

D R

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N

B Y:

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D B

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C H

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D B

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SU

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C O

N

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AC

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N O

SO

LI

C

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AT

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N N

O

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3 5 7 9 11 13 15 17 19

L

J

G

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C

A

D

AT

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AR

K

D

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C R

IP

TI

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Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

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F

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B

N O

T

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R C

O N

ST

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US Army Corps of Engineers • •

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

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R

S

D R

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N

B Y:

D

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N

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B

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SU

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D B

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D B

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AN

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C O

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N O

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N N

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3 5 7 9 11 13 15 17 19

L

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AR

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C R

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P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

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B

N O

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R C

O N

ST

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TI

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SP

1" = 15'-0"

LANDSCAPE PLAN

3'Wx12'LX4'H

RAISED CONCRETE

PLANTER BOX

UP

AG

AG

CK

AG

UP

AG

PS

PS

PS

PS

L-101

LA

N

D

SC

AP

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PL

AN

DECIDUOUS TREE

NOTES:

LEGEND:

1. SEE PLAYGROUND DRAWINGS FOR LAYOUT.

2. REFER TO CIVIL DRAWINGS FOR SITE LAYOUT

AND HARDSCAPE.

NOTES:

J1 L501

CONIFEROUS TREEJ9

L501

SHRUBE1

L501

GROUNDCOVERA1

L501

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AL

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LA

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SODE9

L501

BOLLARD (OPTIONAL)D15

L501

GRAPHIC SCALE

15'015'

SCALE: 1" = 15'

30'

CANOPY DRIP TRENCHJ15

L501

B1

CANOPY DRIP TRENCH

WITH RIVER ROCK

AND MOW STRIP

RE: J15/L-501

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65 BOLLARDS

RE: D15/L-501

20 BOLLARDS

RE: D15/L-501

ENTRY

SIGN

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FIRE

HYDRANT

L-501

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AI

LS

ROOT BALL

DIA. (X)

X X

3" DOUBLE SHREDDED

HARDWOOD MULCH.

DO NOT PLACE AGAINST

SHRUB

6" DEEP SOIL SAUCER

FOR WATERING

FINISHED LAWN GRADE 1/3 H COMPACTED TOPSOIL

1/3 H COMPACTED 50%

TOPSOIL AND 50% SUBSOIL

MIX

1/3 H COMPACTED 100%

SUBSOIL

SET ROOT BALL ON

UNDISTURBED SOIL SO THAT

THE ROOT COLLAR IS 3" ABOVE

FINISHED GRADE

PROVIDE NON-WOVEN

GEOTEXTILE WEED BARRIER

IN ALL LANDSCAPE BEDS

UNDISTURBED

SOIL

H

TILL SOIL TO A DEPTH OF 8"

ADDING SIX (6) CUBIC

YARDS OF LEAFMOLD PER

1000 SF OF BED AREA

REMOVE PLASTIC

CONTAINERS AND CUT

ROOT MASS VERTICALLY AT

4" INTERVALS ON LOWER

HALF3" SHREDDED

HARDWOOD

MULCH

PLANT

SPACING

24" O.C. MIN.

TYP.

ROOT BALL

DIA. (X)

XX

3" DOUBLE SHREDDED

HARDWOOD MULCH. DO NOT

PLACE AGAINST TRUNK OF TREE

6" DEEP SOIL SAUCER FOR

WATERING

FINISHED LAWN GRADE

1/3 H COMPACTED

TOPSOIL

1/3 H COMPACTED 50%

TOPSOIL AND 50% SUBSOIL

MIX

1/3 H COMPACTED 100%

SUBSOIL

PROVIDE NON-WOVEN

GEO-TEXTILE WEED BARRIER IN

ALL LANDSCAPE BEDS

DOUBLE STRAND TWISTED

MALLEABLE #10 GAGE

ANNEALED STEEL WIRE

(TWO OR THREE REQUIRED)

TWO (2) PIECES OF NEW

REINFORCED RUBBER HOSE

SUPPORT STAKE,

2'-0" MIN. EMBEDMENT

TWO (2) OR THREE (3) 2"x2"

OAK STAKES. NOTCH

STAKES TO HOLD WIRE

NTS

SHRUB

NTS

REMOVE DEAD OR

ELONGATED BRANCHES TO

MAINTAIN OVERALL SHAPE

SET ROOT BALL ON UNDISTURBED

SOIL SO THAT THE ROOT COLLAR

IS 3" ABOVE FINISHED GRADE

UNDISTURBED

SOIL

DECIDUOUS TREE

R O

W

SP

AC

IN

G

US Army Corps of Engineers • •

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R=PLANT ROW

P=PLANT SPACING

PLANT CENTER, TYP.

PLANT ROWS

STAGGERED

4"

SOD

AMENDED

TOPSOIL

COMPACTED

SUBGRADE

1/ 2"

CONDITIONS MAY VARY

EDGING STEEL

NOTES:

1. REMOVE ALL CORD FROM AROUND TRUNK AND REMOVE ALL METAL, PLASTIC, OR BURLAP

FROM TOP 1/3 OF ROOTBALL.

2. ALL PLANTS SHALL BE PLANTED TO BEAR THE SAME RELATION TO FINISHED GRADE AS IT BORE

TO PREVIOUS EXISTING GRADE AT NURSERY.

BACKFILL MIXTURE - 70% NATIVE

SOIL, 30% LEAFMOLD (OR EQUAL).

DO NOT USE PEAT MOSS.

SUPPORT STAKE, 2'-0" MIN.

EMBEDMENT

CUT AND REMOVE TOP HALF OF

ANY WIRE BASKETS OR SPLIT THE

BASKET DOWN THE MIDDLE AND

FOLD INTO THE BOTTOM OF THE

PLANTING PIT.

FORM 3" DEEP EARTH SAUCER

WITH BACKFILL MIX

3" DOUBLE SHREDDED HARDWOOD

MULCH

DOUBLE STRAND TWISTED

MALLEABLE #10 GAGE ANNEALED

STEEL WIRE (TWO REQUIRED)

TWO (2) OR THREE (3) 2"x2" OAK

STAKES. NOTCH STAKES TO HOLD

WIRE

TWO (2) PIECES OF NEW

REINFORCED RUBBER HOSE

UNDISTURBED OR

TAMPED EARTH TO

PREVENT SETTLEMENT

NTS

CONIFEROUS TREE

NOTES:

1. DIG ELLIPTICAL HOLE THREE (3) TIMES THE DIAMETER OF THE TOP OF ROOT BALL. "X"=

DIAMETER OF THE ROOT BALL

2. REMOVE ALL CORD FROM AROUND TRUNK AND REMOVE ALL METAL, PLASTIC, OR BURLAP

FROM TOP 1/3 OF ROOTBALL

3. ALL PLANTS MUST BE PLANTED TO BEAR THE SAME RELATION TO FINISHED GRADE AS IT BORE

TO PREVIOUS EXISTING GRADE AT NURSERY

TREES 6'-8' TREES 8'+

NO STAKING

FOR TREES

UNDER 6'

NTS

SOD

GROUNDCOVER

NTS

NTS

J1

E1

A1

D15

E9

J9

3"-5" DIAMETER SMOOTH

RIVER ROCK IN 4"-5" DEEP

DRIP TRENCH

WEED BARRIER UNDERLAY

SAND TRENCH BED ~2" DEEP

4"X6" CONCRETE WITH FLOAT

FINISH JOINTS AT 24" O.C. -

CONTROL JOISTS AT 8" O.C.

4" TROWEL RADIUS

TURF

NOTES:

1. FORM WORK SHALL BE

APPROVED PRIOR TO

PLACING CONCRETE

2. TOP OF TURF OR ROCK

TO BE 1&1

2" BELOW TOP OF

HEADER

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NTSJ15

8 5/8"

36"

36"

48"

36"

DRAIN

FIXED BOLLARD

BOLLARD 8" SCH 80

CONCRETE FILLED

DIRECTION OF

IMPACT

BOLLARD (OPTIONAL)

CANOPY DRIP TRENCH

8/

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1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF THE WORK. THE DRAWINGS ARE

NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL

PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT

DOCUMENTS, ON THE BASIS OF THE GENERAL PERFORMANCE CRITERIA AND

GENERAL EXTENT OF WORK INDICATED, DESCRIBED OR REQUIRED.

2. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE

CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED TO EXCLUDE OTHER ITEMS

NECESSARY OR IMPLIED.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE

WORK SO THAT NO WORK SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE

CONDITION.

4. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURER'S

PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP. ANY

CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT

TO THE CONTRACTING OFFICER'S ATTENTION PRIOR TO PROCEEDING WITH THE

WORK.

5. THE CONTRACTOR SHALL PROTECT EXISTING, IN-PLACE, AND NEW WORK.

6. ALL WORK NOTED "N.I.C." OR "G.F.G.I." IS MEANT TO EXCLUDE THIS SCOPE OF WORK

FROM THE CONSTRUCTION CONTRACT.

7. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE COLLECTION,

SEPARATION, RECYCLE, REMOVAL AND LEGAL DISPOSAL OF MATERIALS AND

RUBBISH.

8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL VERIFY ALL NEW AND

EXISTING CONDITIONS, SHOWN. THE CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER IN WRITING OF ANY DIFFERING CONDITIONS BEFORE

COMMENCEMENT OF WORK. COMMENCEMENT OF WORK SHALL CONSTITUTE

ACCEPTANCE OF ALL NEW AND EXISTING CONDITIONS.

9. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN

OVER SMALL SCALE DETAILS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER IN WRITING OF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF

WORK.

10. REPETITIVE FEATURES NOT NOTED ON DRAWINGS SHALL BE COMPLETELY PROVIDED

AS IF DRAWN IN FULL.

11. ALL DIMENSIONS INDICATED ARE NOT TO VARY BY MORE THAN 1/8". DIMENSIONS ON

DRAWINGS ARE TAKEN TO/FROM THE LOCATIONS LISTED BELOW UNLESS

OTHERWISE INDICATED: GRIDLINE, FACE OF FINISH OR CENTER LINE OF WINDOW.

12. NFPA 241, STANDARD IS CALLED STANDARD FOR SAFEGUARDING CONSTRUCTION,

ALTERATION, AND DEMOLITION OPERATIONS SHALL BE APPLIED.

13. WALL AND CEILING ASSEMBLIES THAT ARE IDENTIFIED WITH A FIRE RESISTIVE

RATING SHALL BE CONSTRUCTED AS DETAILED OR REFERENCED BY UL OR OTHER

REFERENCE.

14. DIMENSIONS SHOWN TO STRUCTURAL BEAMS AND COLUMNS ARE TO THE

CENTERLINE OF THE MEMBER UNLESS SPECIFICALLY NOTED OHERWISE.

15. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER PRODUCT

MANUFACTURER'S STANDARDS.

16. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL

APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES AND SHALL OBTAIN

NECESSARY BUILDING AND FIRE PERMITS FROM ALL AUTHORITIES HAVING

JURISDICTION.

17. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANIC

CORROSION.

18. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS.

SHEETS ARE TO BE REVIEWED AND NOTES ON ANY ONE SHEET ARE TO BE APPLIED

TO RELATED DRAWINGS AND DETAILS.

19. ALL FINISH AND FIRE RATING REQUIREMENTS INDICATED SHALL APPLY TO THE

ENTIRE LENGTH AND HEIGHT OF THE WALL.

20. WHEN NON-DIMENSIONED PARTITIONS APPEAR IN CONJUNCTION WITH DOOR

OPENINGS, THE DOOR WIDTH AND THE DOOR FRAME DETAILS DETERMINE THE

LOCATION OF ADJACENT WALLS AND FRAMES.

21. DETAILS INDICATED FOR CONSTRUCTION ARE TO BE USED FOR ALL LOCATIONS OF

SIMILAR CONSTRUCTION. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT

CANNOT BE DETERMINED, CONSULT THE CONTRACTING OFFICER BEFORE

PROCEEDING WITH THE WORK.

22. THE CONTRACTOR SHALL COORDINATE ALL PENETRATIONS WITH ALL TRADES.

23. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS REQUIRED

FOR MECHANICAL EQUIPMENT AND PLUMBING WORK. ALL ACCESS PANEL

LOCATIONS SHALL BE REVIEWED WITH THE CONTRACTING OFFICER PRIOR TO

PROCEEDING.

24. ALL PIPE DUCTS AND BUS DUCTS THAT PENETRATE ASSEMBLIES SHALL

BE INSTALLED IN A MANNER THAT WILL PRESERVE THE MOISTURE

RESISTANCE, FIRE RATING, AND STRUCTURAL INTEGRITY OF THE

ASSEMBLY.

25. ALL APPLICABLE CONSTRUCTION WORK SHALL BE ACCOMPLISHED IN

ACCORDANCE WITH THE APPROVED PLANS IN CONJUNCTION WITH THE

SPECIFICATIONS, AND OTHER INFORMATION CONTAINED IN THIS

DRAWING SET

26. CONTRACTOR SHALL PLAN THEIR WORK TO PROVIDE ADEQUATE

PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES AND EXECUTE

THE WORK IN SUCH A MANNER TO AVOID ANY HAZARD TO PERSONS AND

PROPERTY AS NECESSARY.

27. CONTRACTOR SHALL CONTINUOUSLY COORDINATE PHASING AND

CONSTRUCTION WITH THE CONTRACTING OFFICER AND PROMPTLY

NOTIFY THE CONTRACTING OFFICE OF ANY DISCREPANCIES AND/OR

CONDITIONS WHICH PREVENT HIM/HER FROM FULFILLING THE TERMS OF

THE CONTRACT.

S S

MECH SPACE NOT IN TEST AREA

CONTINUOUS SELF ADHERED

AIR BARRIER

CONTINUOUS FLUID APPLIED

AIR BARRIER (LAP OVER SELF

ADHERED AIR BARRIER)

CONTINUOUS SELF ADHERED

AIR BARRIER

CONTINUOUS FLUID APPLIED

AIR BARRIER (LAP OVER SELF

ADHERED AIR BARRIER)

INSULATING COATING

WRAP AROUND STL

BENT PLATE END AND

STEEL HSS BEAM

CONTINUOUS

FLUID APPLIED

AIR BARRIER

(CONTINUE OVER

STRUCT STEEL

BENT PLATE)

SEE TYPES

PARTITION VARIES

SEE TYPES

PARTITION VARIES

SEE TYPES

PARTITION VARIES

A7A9

A16A16A16

A14A14

A2A2

A14A14

A1A1 A15A15

A13A13

A10A10

A18A18

A17A17

A5A5

A6A6

A3A3

A4A4

A11A11A12A12

A18A1A18A1A18A1A18A1

B14B14

B3B3

B10B10

B99999999999999999999B9999999999999999999B99999999999B99999999999

B1616B161B161B161

B4B4

B5B5

B2B2

6B666

B1B1

B17B17

B8B8

B16B16

B8B8

B15B15B15B15

B11B11

7777777777B7BB7B77777777777B7777777777

B13B13 B12B12

B17B17

C4C4

C5C5

C9C9

C8C8

C2C2 C22C22

C13C13

C16C16

C7C7

C1444444444444444444444114444441444444444C14CCC111C1444444CC111CCC1111CCC 44111114441111444444C1444411444C1444411444

C1C1 C10C10

C6C6

C16C16C20C20

C20C20

C20CC20CC20C2C20CC20C

C12C12

C21C21

C21C21

C21C21

C15C15

C11C11

C18C18

C19C19

C17C17

C3C3

C21C21

23-T

12 23-T

RRD

AIR

OUT

AIR

IN

RRD

AIR

OUT

AIR

IN

18x304 TIER

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126 122

101105

111 115 130

122B

004A

002B

005B

005A

105B

109B

003A

132B

115B

111B

121 136

126B

130B

103107

002C

P-02 P-03

P-01

MECHANICAL YARD

COVERED WALKWAY CANOPY ABOVE

ENTRANCE CANOPY ABOVE

118B

CANOPY COLUMN (TO BE

COORDINATED WITH STRUCTURAL)

101A

CONCRETE PATH

(SEE CIVIL DWGS)

CONCRETE PATH

(SEE CIVIL DWGS)

BUILDING SIGN

6'- 2"

M

IN

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EQ

'D

6'

- 4

1/ 4"

6' - 6 3/4" 5' - 2"

2"

8' - 0"

1/

4"

22' - 1 1/4"

7' - 2"

2'

- 1

0 1 /2"

1/

4" 21' - 9 3/4"

7' - 1 3/4"

21' - 7 1/2"

7' - 1 1/2"

35' - 0 1/4"

1/

2"

6'

- 1

1/ 4"

7'

- 9

6'

- 8 1/

4" 6'

- 6 3/

4"

6'

- 1

1/ 4"

7'

- 8

8'

- 7 1/

4" 12' - 4 1/4"

3"

2"

5' - 2 1/4"

3' - 1 1/2"

2' - 0 3/4"

3' - 9 3/4" 3' - 0"

1' - 3 1/4"

3' - 0" 1' - 3 1/4"

3' - 0" 0' - 7"

6' - 10 1/2"

1' - 5 1/4" 3' - 0" 1' - 11"

3' - 0" 1' - 11"

3' - 0" 1' - 5 3/4"

6'

- 5

1/ 2"

3' - 1 1/4" 3' - 0" 4' - 0" 3' - 0" 4' - 0" 3' - 0" 4' - 0" 3' - 0" 2' - 1"

3' - 9 1/4" 3' - 0"

1' - 6"

3' - 0"

1' - 6"

3' - 0"

0' - 7 1/2"

7' - 1 1/2"

7' - 6 3/4"

8'

- 7

1/ 4"

6'

- 9

1/ 2"

3'

- 1

1/ 4"

6'

- 9

1/ 4"

6'

- 1

1"

7'

- 1

1/ 4"

7' - 3"

DOOR TAG

WINDOW TAG

LOUVER TAG

WALL TAG

23-T

12 23-T

RRDRRD 18x304 TIER

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6'

- 2

1/ 4"

35' - 0 1/4"

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

7' - 0 3/4"

6'

- 0

3/ 4"

7'

- 6

1/ 4"

6'

- 6

1/ 4"

7'

- 0

1/ 4"

0 1 /2"

34' - 7 1/2"7' - 1 3/4"

6'

- 0

3/ 4"

8'

- 7

9"

0'

- 6

1/ 4"

4"

3"

29' - 7 1/2"

27' - 9 1/2"

1/

2"

0 1

/2"

0"6'

- 6

3/ 4"

9' - 8"

3/

4" 7' - 3 1/4"

2' - 10 3/4" 3' - 0" 4' - 8" 3' - 0" 4' - 8" 3' - 0" 4' - 8" 3' - 0" 5' - 7 1/2"

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

34' - 5 1/4"

3/

4"

5 1 /4"

12' - 4 3/4"

2" 9'

- 8 1/

4"

12' - 2 1/4"

20' - 1 1/4"

3'

- 9

9' - 0"

6' - 5 1/2" 2' - 1" 3' - 0" 3' - 1" 3' - 0" 6' - 1" 3' - 1" 3' - 0" 5' - 5 3/4"

1' - 0 3/4"

17' - 11"

1'

- 6

1/ 2"

0'

- 3

1/ 2"

6'

- 1

1/ 2"

9' - 9 1/4"

4'

- 8

1/ 2"

4'

- 1

1/ 2"

8' - 1" 2'

- 0

3/ 4"

14' - 1 1/2"

7'

- 8

1/ 2"

3/

4"

9' - 3 3/4"

5' - 6"

8' - 0 1/2"

2'

- 0

7' - 5 3/4"

6' - 11 1/4"

6'

- 1

0"

6'

- 1

0"

6'

- 9

1/ 4"

DOOR TAG

WINDOW TAG

130 126

005A 005B

002B

004A

115B

111B

003A

132B

123 136

126B

130B

122B

002C

105B

109B

1 2 3 4 4.4 5

B

C

D

6 7 8 9 10

118B

C.1

A

D.1

A-

2B

A-

2A

A-

2B

A-

2A

2 X 2 RETURN DIFFUSER

4 X 2 LIGHT FIXTURES (SEE ELECTRICAL DWGS FOR

SPECIFIC FIXTURE TYPE

GWB CEILING (GWB-1 SEE INTERIORS DWG)

2 X 2 ACOUSTICAL CEILING TILES

(ACT-1 & ACT-2 SEE INTERIORS DWG)

2 X 2 SUPPLY DIFFUSER

2 X 2 EXHAUST GRILL

OCCUPANCY SENSOR

SPEAKER - ROUND

DOWNLIGHT - RECESSED

CANOPY CEILING - VENTED METAL PANEL

2 X 2 SUPPLY DIFFUSER

TYPICAL CEILING

SYMBOL LEGEND

2" RECESSED LINEAR DOWNLIGHT

2 X 2 RETURN DIFFUSER

4' STANDARD INDUSTRIAL LIGHTING FIXTURE

EXIT SIGN

LINEAR SUPPLY DIFFUSER

2 X 2 LIGHT FIXTURES (SEE ELECTRICAL DWGS FOR

SPECIFIC FIXTURE TYPE

ACCESS HATCH

CABINETRY BULKHEAD

(SEE A-503 FOR DETAILS)

NOTES:

1. FOR ALL ELECTRICAL ITEMS COORDINATE W/

ELECTRICAL DWGS.

2. FOR ALL MECHANICAL ITEMS COORDINATE WITH

MECHANICAL DWGS.

3. FOR ANY CONFLICTS IN PLAN OF LIGHT FIXTURES

WITH MECHANICAL EQUIPMENT, MOVE MECHANICAL

EQUIPMENT OVER TO NEAREST CEILING TILE.

CONRACTOR NOT TO MAKE ANY UNNECESSARY CUTS

AGAINST STANDARD CEILING GRID.

US Army Corps of Engineers ®

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2 4 6 8 10 12 14 16 18 20

P

M

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H

F

D

B

PL

O

T D

AT

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FI

LE

L O

C

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A-102

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N

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N

C H

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D

D

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EN

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EN

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Y

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IS

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IC

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AL

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JK

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JK

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C he ck er

AU

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9, W

2D S2

3F

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2D S1

9D

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3/32" = 1'-0"1 REFLECTED CEILING PLAN

CEILING SCHEDULE

Room No. Room Name Material Area

Height Offset From

Level Comments Description

001 Vestibule GWB-1 84 SF 9' - 5" 002, 002C, 003, 005 Waiting Area, Buggy Storage, Circulation, Reception ACT-1 2102 SF 8' - 0" 002B Public Toilet ACT-1 47 SF 9' - 6" 004 Open Office Area ACT-1 144 SF 8' - 0" 004A Storage ACT-1 30 SF 8' - 9" 005A Isolation Area ACT-1 55 SF 8' - 0" 005B ISO Toilet ACT-1 42 SF 8' - 0" 101 Training Room ACT-1 247 SF 8' - 0" 101A Storage ACT-1 25 SF 8' - 9" 102 Directors Office ACT-1 139 SF 9' - 6" 103 Staff Lounge ACT-1 286 SF 8' - 0" 104 Assistant Directors Office ACT-1 88 SF 9' - 6" 105 Janitor Closet ACT-2 46 SF 8' - 0" 105 Infant/Pretoddler Activity 04 ACT-1 675 SF 8' - 0" 105B Storage ACT-1 48 SF 8' - 9" 107 Nursing Mothers Rm ACT-1 48 SF 8' - 0" 108 Communications GWB-1 116 SF 12' - 10" 109 Infant/Pretoddler Activity 03 ACT-1 688 SF 8' - 0" 109B Storage ACT-1 52 SF 8' - 9" 110 Laundry GWB-1 98 SF 8' - 0" FIRE RATED CEILING

(DETAIL A-602/5)

111 Infant/Pretoddler Activity 01 ACT-1 671 SF 8' - 0" 111B Storage ACT-1 52 SF 8' - 9" 112 Recycle Rm ACT-1 31 SF 8' - 0"

CEILING SCHEDULE

Room No. Room Name Material Area

Height Offset From

Level Comments Description

113 Toilet 01 ACT-1 44 SF 8' - 0" 114 Mechanical Room GWB-1 756 SF 12' - 11" 115 Infant/Pretoddler Activity 02 ACT-1 670 SF 8' - 0" 115B Storage ACT-1 45 SF 8' - 9" 117 CCTV Equipment GWB-1 58 SF 12' - 10" 118 Active Playroom ACT-1 1170 SF 9' - 6" 118B Storage ACT-1 60 SF 9' - 0" 119 EXT Storage ACT-1 51 SF 8' - 9" 120 Kitchen ACT-2 942 SF 9' - 0" 121 EXT Storage ACT-1 41 SF 8' - 9" 122 Outreach/Transitional Care Activity Room ACT-1 1088 SF 8' - 0" 122B Storage ACT-1 59 SF 8' - 9" 123 EXT Storage ACT-1 41 SF 8' - 9" 124 Central Storage ACT-1 95 SF 8' - 9" 126 Preschool/PreK Activity 03 ACT-1 1087 SF 8' - 0" 126B Storage ACT-1 55 SF 8' - 9" 127 Electrical GWB-1 113 SF 12' - 10" 128 Toilet 02 ACT-1 51 SF 8' - 0" 130 Preschool/PreK Activity 02 ACT-1 1095 SF 8' - 0" 130B Storage ACT-1 47 SF 8' - 9" 132 Preschool/PreK Activity 01 ACT-1 1095 SF 8' - 0" 132B Storage ACT-1 51 SF 8' - 9" 134 Ext Storage ACT-1 42 SF 8' - 9" 136 Ext Storage ACT-1 44 SF 8' - 9"

PLAN NORTH

16'8' 32'0

A.F.F.

2'x2' ACT-1

8' - 0"

A.F.F.

2'x2' ACT-1 8' - 0"

A.F.F.

2'x2' ACT-1

8' - 0"

A.F.F.

2'x2' ACT-1 8' - 9" A.F.F.

GWB

9' - 5"

A.F.F.

2'x2' ACT-1

8' - 0" A.F.F.

2'x2' ACT-1 8' - 0"

A.F.F.

2'x2' ACT-1

8' - 0"

A.F.F.

2'x2' ACT-2

8' - 0"

A.F.F.

2'x2' ACT-1

8' - 0"

A.F.F.

2'x2' ACT-1

9' - 6"

A.F.F.

2'x2' ACT-1

9' - 6"

A.F.F.

2'x2' ACT-1

9' - 6"

A.F.F.

2'x2' ACT-1

8' - 9"

A.F.F.

2'x2' ACT-1

8' - 9"

A.F.F.

2'x2' ACT-1

8' - 9"

A.F.F.

2'x2' ACT-1

8' - 9"

A.F.F.

2'x2' ACT-1 8' - 0"

A.F.F.

2'x2' ACT-1

8' - 9"

A.F.F.

2'x2' ACT-1

8' - 9"

A.F.F.

2'x2' ACT-1

8' - 9"

A.F.F.

2'x2' ACT-1

8' - 9"

A.F.F.

2'x2' ACT-1

8' - 9"

A.F.F.

GWB

12' - 10"

A.F.F.

2'x2' ACT-1

8' - 0"

A.F.F.

2'x2' ACT-1 8' - 0"

A.F.F.

2'x2' ACT-1

8' - 0"

A.F.F.

2'x2' ACT-1

8' - 0"

A.F.F.

2'x2' ACT-1

8' - 0"

A.F.F.

GWB

12' - 10"

247 SF

38 SF

002C

660 SF

664 SF

46 SF

631 SF

652 SF

1078 SF

1079 SF

30 SF

004A

47 SF

002B

42 SF

005B

106 SF

146 SF

26 SF

101A

55 SF

005A

46 SF

105B

49 SF

109B

49 SF

91 SF

42 SF

003A

59 SF

53 SF

132B

42 SF

48 SF

46 SF

115B

54 SF

111B

42 SF

48 SF

84 SF

284 SF

116 SF

88 SF

139 SF

A.F.F.

2'x2' ACT-1

8' - 0"

1823 SF

VENTED ALUMN SOFFIT

(SEE A-400 FOR DETAILS)

ALUMN BEAM AND

COLUMN COVER LIGHT FIXTURE

(SEE ELEC DWGS)

A.F.F.

2'x2' ACT-1

8' - 0" A.F.F.

2'x2' ACT-1 8' - 0"

A.F.F.

2'x2' ACT-2

8' - 0"

A.F.F.

2'x2' ACT-1

9' - 6"

A.F.F.

2'x2' ACT-1

9' - 6"

A.F.F.

2'x2' ACT-1

9' - 6"

A.F.F.

2'x2' ACT-1

8' - 9"

A.F.F.

2'x2' ACT-1

8' - 9"

A.F.F.

2'x2' ACT-1

8' - 9"

A.F.F.

2'x2' ACT-1

8' - 9"

A.F.F.

2'x2' ACT-1 8' - 0"

A.F.F.

2'x2' ACT-1

8' - 9"

A.F.F.

2'x2' ACT-1

8' - 9"

A.F.F.

2'x2' ACT-1

8' - 9"

A.F.F.

2'x2' ACT-1

8' - 0"

A.F.F.

2'x2' ACT-1

9' - 6" A.F.F.

2'x2' ACT-2 9' - 0"A.F.F.

2'x2' ACT-1 8' - 0"

A.F.F.

GWB

12' - 10"

A.F.F.

GWB_FIRE RATED

8' - 0"

A.F.F.

2'x2' ACT-2

8' - 0"

A.F.F.

GWB

12' - 10"

A.F.F.

2'x2' ACT-1

9' - 0"

A.F.F.

2'x2' ACT-1 8' - 0"

1070 SF

1071 SF

46 SF

1079 SF

92 SF

59 SF

122B

42 SF

30 SF

004A

47 SF

002B

146 SF

41 SF

51 SF

126B

44 SF

130B

51 SF

1823 SF

914 SF

116 SF

88 SF

139 SF

1162 SF

756 SF

97 SF

32 SF

60 SF

118B

113 SF

A.F.F.

2'x2' ACT-1

8' - 0"

A.F.F.

2'x2' ACT-2

9' - 0"

VENTED ALUMN SOFFIT

(SEE A-400 FOR DETAILS)

ALUMN BEAM AND

COLUMN COVER

LIGHT FIXTURE (SEE ELEC DWGS) MECHANICAL YARD

STL MESH COVERING

1 2 3 4 4.4 5

B

C

D

6 7 8 9 10

ASPHALT SHINGLE

CANOPY OVER WALKWAY

3 7/8" / 1'-0"3 7/8" / 1'-0"

4"

1' -0

A-500

/4

7"X7" GUTTER

ASPHALT SHINGLE (COLOR TO

MATCH GARRISON HQ BLDG)

DOWNSPOUT 6"X6"DOWNSPOUT 6"X6"DOWNSPOUT 6"X6"DOWNSPOUT 6"X6"

DOWNSPOUT 6"X6"

DOWNSPOUT 6"X6"

DOWNSPOUT 6"X6" 4" / 1'-0"4" / 1'-0"

A-401

C.1

4" / 1'-0"4" / 1'-0"

4"

1' -0

ASPHALT SHINGLE

ACTIVE PLAYROOM

ENTRANCE CANOPY

ASPHALT SHINGLE

MAIN ENTRANCE CANOPY

MECH YARD

COVERING

1"

1' -0

DOWNSPOUT 6"X6"

A

ROOF FALL

PROTECTION

ROOF FALL PROTECTION

INSTALL PER

MANUFACTURER

INSTRUCTIONS

COLOR TO MATCH

ASPHALT SHINGLES

D.1

A-405

DOWNSPOUT 6"X6"

SNOW GUARD

INSTALL PER

MANUFACTURER

INSTRUCTIONS

COLOR TO MATCH

ASPHALT SHINGLES

SNOW GUARD

COLOR MATCH

ASPHALT SHINGLES

SNOW GUARD

SNOW GUARD

COLOR MATCH

ASPHALT SHINGLES

61' - 8"

ROOF FALL PROTECTION

4"

1' -0

71' - 3"76' - 7"

/2

225' - 0 1/4"

7' - 0" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 1' - 4"4' - 7" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 2' - 11"

4' - 9" 5' - 10"

7"x7" GUTTER

7"x7" GUTTER

GENERAL NOTES:

1. ROOF AND WALL PENETRATIONS/

FLASHING SHALL CONFORM TO ACCEPTED

ROOFING PRACTICES AS DESCRIBED AND

DETAILED IN THE CURRENT EDITION OF

THE NRCA ROOFING AND

WATERPROOFING MANUALS & THE

SMACNA ARCHITECTURAL SHEET METAL

MANUAL. SEE SPECIFICATIONS FOR

ADDITIONAL REQUIREMENTS.

2. ALL ITEMS MOUNTED ON THE ROOF,

INCLUDING VTRs, ETC. SHALL BE PAINTED

TO MATCH THE ROOF COLOR.

3. ALL METAL ITEMS PROTRUDING FROM

THE FACE OF THE BUILDING, SHALL BE

PAINTED TO MATCH FASCIA COLOR.

4. ALL EXPOSED FASTENERS SHALL MATCH

COLOR OF ADJACENT METAL.

5. SEE MECHANICAL DRAWINGS AND

SPECIFICATIONS FOR ACTUAL SIZES AND

LOCATIONS OF MECHANICAL ITEMS.

6. SEE SHEET A-400 & A-401 FOR CANOPY

DETAILS

7. SEE SHEET A-500 & A-502 FOR ROOF

PENETRATION DETAILS AND ALL OTHER

DETAILS

8. 4. DOUBLE ROOF UNDERLAYMENT WITH

STAGGERED ENDLAPS ONLY TO BE

PROVIDED IN ROOF AREAS WITH LESS

THAN 4/12 SLOPE.

US Army Corps of Engineers ®

SHEET ID

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3/32" = 1'-0"1 ROOF PLAN

PLAN NORTH

16'8' 32'0

FIRST FLOOR

0' - 0"

T.O. STEEL

14' - 8"

T.O. ROOF RIDGE

28' - 7"

ASPHALT SHINGLE (COLOR TO

MATCH GARRISON HQ BLDG)

BRICK VENEER (CLR TO

MATCH GARRISON HQ BLDG

1 2 3 4 4.4 5 6 7 8 9 10 A-204

1 A-204

FIRST FLOOR

0' - 0"

T.O. STEEL

14' - 8"

T.O. ROOF RIDGE

28' - 7"

A-203

A-203

ASPHALT SHINGLE (COLOR TO

MATCH GARRISON HQ BLDG)

EXTERIOR GATE

12344.45678910

BRICK VENEER (CLR TO

MATCH GARRISON HQ BLDG

16'8' 32'0

SCALE: 3/32" = 1'-0"

US Army Corps of Engineers ®

SHEET ID

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3/32" = 1'-0"2 SOUTH

3/32" = 1'-0"1 NORTH

0%

S U

BM

IS

SI

O

N

/2 1/

ASPHALT SHINGLE

WALKWAY CANOPY

BRICK COLUMN ENCLOSURE

ASPHALT SHINGLE

CANOPY OVER ACTIVE

PLAYROOM ENTRANCE

BRICK CORBELING

ASPHALT SHINGLE

WALKWAY CANOPY

BRICK COLUMN ENCLOSURE

ASPHALT SHINGLE

CANOPY OVER

MAIN ENTRANCE

1/2" CONTROL JOINT 1/2" CONTROL JOINT 1/2" CONTROL JOINT

1/2" CONTROL JOINT 1/2" CONTROL JOINT 1/2" CONTROL JOINT1/2" CONTROL JOINT

CONDENSER UNIT

(SEE MECH DWGS)

DOOR TAG

WINDOW TAG

1/2" CONTROL JOINT 1/2" CONTROL JOINT 1/2" CONTROL JOINT

PREFABRICATED ALUMINUM ENTABLATURE

CONDENSER UNIT

(SEE MECH DWGS)

LIGHT FIXTURES

(SEE ELEC DWGS)

1/2" CONTROL JOINT

1/2" CONTROL JOINT 1/2" CONTROL JOINT 1/2" CONTROL JOINT

DECORATIVE LOUVER

(INSTALL PER MANUFACTURER'S

INSTRUCTIONS) PREFABRICATED ALUMINUM ENTABLATURE

DECORATIVE BRICK

PILASTER

DOOR TAG

WINDOW TAG

DECORATIVE LOUVER

(INSTALL PER MANUFACTURER'S

INSTRUCTIONS)

CONDENSER UNIT

(SEE MECH DWGS)

1/2" CONTROL JOINT 1/2" CONTROL JOINT 1/2" CONTROL JOINT

DECORATIVE LOUVER

(INSTALL PER MANUFACTURER'S

INSTRUCTIONS)

1/2" CONTROL JOINT1/2" CONTROL JOINT

LIGHT FIXTURE

(SEE ELEC DWGS)

TRAINING

RM

INFANT/PRE-TODDLER

ACTIVITY RM

OPEN

OFFICE

AREASTORAGE

CORRIDOR

ACTIVE

PLAYROOM MECHANICAL

KITCHEN

ASSISTANT

DIRECTORS

OFFICE

PRESCHOOL/PRE-K

ACTIVITY RM

OUTREACH/TRANSITIONAL

CARE

ACTIVITY RM

INFANT/PRE-TODDLER

ACTIVITY RM

INFANT/PRE-TODDLER

ACTIVITY RM

PRESCHOOL/PRE-K

ACTIVITY RM

PRESCHOOL/PRE-K

ACTIVITY RM

02 STORAGESTORAGESTORAGE STORAGE

CORRIDOR

INFANT/PRE-TODDLER

ACTIVITY RM

01 CORRIDOR

INFANT/PRE-TODDLER

ACTIVITY RM

PRESCHOOL/PRE-K

ACTIVITY RM

VESTIBULE

CORRIDOR

WALKWAY CANOPY

PRESCHOOL/PRE-K

ACTIVITY RM

02 COMMUNICATIONS

ASSISTANT

DIRECTORS

OFFICE

DIRECTORS

OFFICE

FIRST FLOOR

0' - 0"

T.O. STEEL

14' - 8"

C

4" BRICK VENEER

RIGID INSULATION

R-12 MIN

CONTINUOUS AIR

BARRIER

5/8" GYP. WALL BOARD

AIR SPACE (2" MIN)

CONCRETE

SLAB-ON-GRADE

(SEE STRUCT DWGS)

CAST-IN PLACE

CONCRETE

(SEE CIVIL DWGS)

ACT CEILING

(SEE CEILING SCHEDULE)

EXTERIOR

INTERIOR

3 5/8" METAL STUD

8" CMU BLOCK WALL

A-504

A-500 4 Sim

C.1

ASPHALT SHINGLE

ROOF

2'-0"

SNOW GUARD

FIRST FLOOR

0' - 0"

T.O. STEEL

14' - 8"

4" BRICK VENEER

RIGID INSULATION

R-12 MIN

8" CMU BLOCK WALL

AIR SPACE (2" MIN)

CONCRETE

SLAB-ON-GRADE

(SEE STRUCT DWGS)

CONCRETE WALKWAY

(SEE CIVIL DWGS)

ACT CEILING

(SEE CEILING SCHEDULE)

3 5/8" METAL STUD

5/8" GYP.

WALL BOARD

C

EXTERIOR

INTERIOR

CONTINUOUS

AIR BARRIER

PRECAST KEYSTONE

A-404

PRECAST WINDOW SILL

WINDOW

(AS SCHEDULED)

C.1

QUARTZ

WINDOW SILL, TYP.

ROUND ALL CORNERS

AND EDGS.

ALUMN CORNICE

ASPHALT SHINGLE

ROOF

TY

P

1'

6" A

FF

M

IN

2'-0"

A-500

DOVE TAIL

ANCHOR 16" O.C.

A-012

A-012

A-404

FIRST FLOOR

0' - 0"

T.O. STEEL

14' - 8"

CC.1

A-504

CONCRETE

SLAB-ON-GRADE

SEE STRUCT DWGS

GYP. CEILING

(SEE CEILING SCHEDULE)

GRAVEL (MECH YARD)

(SEE CIVIL DWGS)

4" BRICK VENEER

RIGID INSULATION

R-12 MIN

CONTINUOUS

AIR BARRIER

AIR SPACE (2" MIN)

8" CMU BLOCK WALL

ASPHALT SHINGLE

ROOF (TYP)

SNOW GUARD 4

2'-0"

SST MTL FLASHING

WITH WEEPS 24" O.C.

5/8" GYP. WALL BOARD

3 5/8" METAL STUD

MECH YARD

MESH COVERING

(SEE A-403 FOR DTLS)

US Army Corps of Engineers ®

SHEET ID

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3/4" = 1'-0"1 EXT WALL SECTION TYP.

3/4" = 1'-0"2 EXT WALL SECTION @ WINDOW TYP

2'1' 4'0

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

3/4" = 1'-0"3 EXT WALL SECTION @ KITCHEN

CONCRETE WALKWAY

(SEE CIVIL DWGS)

CEMENT BOARD

ASPHALT SHINGLE

ROOF

DECORATIVE

METAL LOUVER

(INSTALL AS PER

MANUFACTURERS DETAILS)

BOND BEAM

(SEE STRUCTURAL DWGS)

EXTERIORINTERIOR

INSULATION COATING

(ON STL BENTPLATE

UNDERSIDE)

3 5/8" STUD

W/ BATT INSULATION

STL ANGLE

(SEE STRUCT DWGS)

CONCRETE

SLAB-ON-GRADE

SEE STRUCT DWGS

GRAVEL (MECH YARD)

(SEE CIVIL DWGS)

SST MTL FLASHING

WITH WEEPS 24" O.C.

M

IN

(T

YP

0"

A .F

.F

LOUVER

SEE LOUVER

SCHEDULE

4" BRICK VENEER

RIGID INSULATION

R-12 MIN

2" AIR SPACE

8" CMU BLOCK WALL

3" RIGID INSULATION

R-15 FOR 24"

ASPHALT SHINGLE

ROOF

SNOW GUARD

2'

- 8

BRICK CORBEL

ALUM

CORNICE

STEEL ANGLE

(SEE STRUCT DWG)

TY

P

1'

- 6

" A

FF

M

IN

CORDLESS MANUAL WINDOW

SHADE WITH FASCIA. PROVIDE

UNIVERSAL MOUNTING BRACKETS

FOR JAMB INSTALLATION PER

MANUFACTURER’S INSTRUCTIONS.

(SEE INTERIOR DRAWINGS FOR

FINISH LEGEND AND LOCATIONS

OF WINDOW SHADES)

7'

- 1

3/ 4"

4" BRICK VENEER

RIGID INSULATION

R-12 MIN

AIR SPACE (2" MIN)

8" CMU BLOCK WALL

CONTINUOUS AIR

BARRIER

PRECAST

ARCH LINTEL

CONCRETE

SLAB-ON-GRADE

SEE STRUCT DWGS

CONCRETE WALKWAY

(SEE CIVIL DWGS)

3" RIGID INSULATION

R-15 FOR 24"

PRECAST WINDOW SILL

WINDOW

(AS SCHEDULED)

PRECAST

KEYSTONE

DOVE TAIL

ANCHOR 16" O.C.

5/8" GYP. WALL BOARD

3 5/8" METAL STUD

ACT CEILING

(SEE CEILING SCHEDULE)

ALUMN CORNICE

ASPHALT SHINGLE

COVERING

VESTIBULE

HSS STEEL COLUMN (SEE STRUCT DWGS)

BRICK ENCLOSURE

WALK OFF MAT

(SEE INTERIORS DWGS)

CONCRETE PATH

(SEE CIVIL DWGS)

LIGHT FIXTURE

(SEE ELEC DWGS)

VESTIBULE

4' - 3"

A-401A-401

0' - 5"

TY

P

0'

- 4

" M

IN

TY

P

2'

- 4

" M

IN

TY

P

0'

- 9

" M

IN

ALUMN VENTED SOFFIT

EXIT DOOR

THRESHOLD

GYP CEILING

DECORATIVE LOUVER

LIGHT FIXTURE

(SEE ELEC DWGS)

GROUT INFILL

METAL ANGLE TO CONTAIN

INSULATION

ASPHALT ROOF SHINGLE

STEEL BENT PLATE

(SEE STRUCT DWGS)

INSULATION COATING

(ON STL BENTPLATE UNDERSIDE)

METAL DECK

3" METAL DECK

3 5/8" METAL STUD

CONTINUOUS AIR

BARRIER

CONTINUOUS AIR BARRIER

OVERLAP FLUID APPLIED

AND SELF ADHERED

AIR BARRIERS

5/8" GYP WALL

BOARD

GYP CEILING

3" RIGID INSULATION

R-15 FOR 24"

5/8" GYP. WALL BOARD

2" AIR SPACE

METAL CAP

VENTED METAL

CEILING

3" METAL DECK

CONCRETE

SLAB-ON-GRADE

(SEE STRUCT DWGS)

1/2" EXT GRADE

PLYWOOD

4" BRICK VENEER

RIGID INSULATION R-15

ALCOVE LIGHT FIXTURE

SEE RCP FOR LOCATION

SEE ELEC DWGS FOR FIXTURE

SPRAY FOAM AIR BARRIER

INSIDE END FLUTES

(BOTH SIDES)

5/8" GYP. WALL

BOARD

2" AIR SPACE

METAL CAP

CONTINUOUS AIR BARRIER

1/2" EXT GRADE

PLYWOOD

3 5/8" STEEL STUD

3" RIGID INSULATION

R-15

4" BRICK VENEER

6" STEEL STUD

CONTINUOUS AIR BARRIER

R-13 MINERAL WOOL BATT

INSULATION

3" RIGID INSULATION

R-15

5/8" GYP BOARD

CONTINUOUS

CONTINUOUS AIR BARRIER

(OVERLAP FLUID APPLIED

WITH SELF ADHERED

AIR BARRIER)

EXT WALL TYP

SE

E

DE

TA

IL

A-

2/4

EX

T

W

AL

L

5/8" GYP BOARD

CONTINUOUS

SE

E

DO

OR

S

CH

ED

UL

E

EX

T

DO

OR

EXT WALL TYP

SE

E

DE

TA

IL

A-

2/4

EX

T

W

AL

L

23-T12

AIR

IN

AIR

IN

TIER

TIER

TIER

CL

EA

RA

N C

E

4'

- 0

" M

IN

CLEARANCE

3' - 5" MIN

CLEARANCE

3' - 5" MIN

CL

EA

RA

NC

E 4'

- 0 " M

IN

CLEARANCE

5' - 1" MIN

CLEARANCE

3' - 0" MIN

CLEARANCE

3' - 0" MIN

CL

EA

RA

NC

E

0"

M

IN

CHAIN LINK MESH

~ 765 SQ. FT

ASSUMING 5 PSF

~ 4 KIPS

PERIMETER TUBE TO BE

ATTACHED TO MECH

SCREEN PANEL AND BRICK

VENEER (TYP.). MIN NPS 8

STD.

MAIN TUBE TO SPAN

BETWEEN PERIMETER AND

CENTER COLUMN (TYP.)

MIN NPS 8 STD

STEEL TUBE COLUMN.

MUST BE AT LEAST

PIPE NPS 3.5 WITH FY=

35 KSI FOR STRENGTH.

USE NPS 8

'-0

CHAIN LINK MESH

~ 765 SQ. FT

ASSUMING 5 PSF

~ 4 KIPS

STRINGER TUBE TO SPAN

BETWEEN PERIMETER AND

MAIN TUBE (TYP.)

MIN NPS 6 STD

CHAIN LINK BRACE

(TYP.)

MAIN TUBE TO SPAN

BETWEEN PERIMETER AND

STIFFENER TUBE (TYP.)

MIN NPS 8 STD

MID TUBE TO SPAN

BETWEEN PERIMETER AND

STRINGER (TYP.)

MIN NPS 8 STD

MID TUBE TO SPAN

BETWEEN PERIMETER AND

STRINGER (TYP.)

MIN NPS 8 STD

CONNECT PERIMETER

TUBE TO BRICK VENEER

WITH U-BOLT ANCHORS

CONNECT PERIMETER

TUBE TO MECH SCREEN

PANEL WITH U-BOLTS