Drawings.pdf

GENERAL

G001 COVER SHEET

SITE / CIVIL ENGINEERING

C001 CIVIL LEGENDS, ABBREVIATIONS AND GENERAL NOTES

C101 GENERAL LOCATION PLAN

C102 EXISTING CONDITIONS AND REMOVALS PLAN

C103 SITE PLAN

C104 SITE PLAN

C105 GRADING, PLANTING & EROSION CONTROL PLAN

C106 GRADING, PLANTING & EROSION CONTROL PLAN

C201 UTILITY PROFILES

C501 CONSTRUCTION DETAILS

C502 CONSTRUCTION DETAILS

C503 CONSTRUCTION DETAILS

C504 CONSTRUCTION DETAILS

STRUCTURAL ENGINEERING

S011 DESIGN CRITERIA AND GENERAL NOTES

S111 FOUNDATION AND ROOF FRAMING PLANS

S311 FOUNDATION SECTIONS & DETAILS

S511 FRAMING SECTIONS & DETAILS

S512 FRAMING SECTIONS & DETAILS

S513 PHOTOGRAPHS OF EXISTING CONDITIONS

ARCHITECTURAL

A001 ABBREVIATIONS, SYMBOLS & LEGEND

AD111 EDUCATION CENTER REMOVALS PLAN

A111 EDUCATION CENTER FIRST FLOOR PLAN

A112 EDUCATION CENTER ROOF PLAN

A211 EDUCATION CENTER BUILDING ELEVATIONS

A212 EDUCATION CENTER BUILDING SECTIONS

A213 EDUCATION CENTER EXISTING PHOTOGRAPHS

ARCHITECTURAL

A311 EDUCATION CENTER WALL SECTIONS AND DETAILS

A312 EDUCATION CENTER CHIMNEY & EXTERIOR DETAILS

A411 EDUCATION CENTER ROOF DETAILS

A811 EDUCATION CENTER REFLECTED CEILING PLAN AND DETAILS

A911 EDUCATION CENTER WINDOW SCHEDULE & DETAILS

A912 EDUCATION CENTER DOOR SCHEDULE, DOOR AND LOUVER

DETAILS

A915 FINISH SCHEDULES

MECHANICAL ENGINEERING

H001 HVAC LEGEND

H111 EDUCATION CENTER HVAC PLAN

H511 HVAC DETAILS, CONTROLS AND SCHEDULES

ELECTRICAL ENGINEERING

E001 ELECTRICAL LEGEND

ED002 ELECTRICAL SITE PLAN REMOVALS

E002 ELECTRICAL SITE PLAN

E100 EDUCATION CENTER FLOOR PLAN

E104 EDUCATION CENTER ROOF PLAN – LIGHTNING PROTECTION

E121 CARRIAGE HOUSE REMOVALS AND NEW WORK PLAN

E401 ELECTRICAL RISER DIAGRAM

E501 ELECTRICAL SCHEDULES

E502 ELECTRICAL PANELS

E601 ELECTRICAL DETAILS

E602 ELECTRICAL DETAILS

E603 LIGHTNING PROTECTION DETAILS

FIRE ALARM ENGINEERING

FA011 SYMBOLS, NOTES AND ABBREVIATIONS

FA111 EDUCATION CENTER FLOOR PLAN

FA311 FIRE ALARM RISER DIAGRAM

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CONSTITUTION ISLAND

EDUCATION CENTER PROJECT

CONSTITUTION ISLAND, COLD SPRING, NEW YORK 10516

LIST OF DRAWINGS

VICINITY MAP LOCATION MAP

PROJECT SITE

PROJECT SITE

100% CONSTRUCTION DOCUMENTS

CONSTITUTION ISLAND - EDUCATION CENTER

14 AUGUST 2015

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ORDNANCE GENERAL NOTE:

IN THE EVENT ANY ORDNANCE RELATED ITEMS ARE

DISCOVERED THE CONTRACTOR WILL STOP WORK IMMEDIATELY

AND IMMEDIATELY CONTACT THE WEST POINT MILITARY POLICE

AND THEN IMMEDIATELY CONTACT THE CONTRACTING OFFICER.

1 FFE = 112.17

threshold = 112.23 landing = 111.67

2 FFE = 112.36

threshold = 112.35 landing = 111.91

3 FFE = 112.26

threshold = 112.31 landing = 111.67

4 FFE = 112.21

threshold = 112.24 deck = 112.26

5 FFE = 111.56

threshold = 111.74 landing = 111.13

6 FFE = 110.34

landing = 110.17

7 FFE = 110.38

(no door)

8 top ramp = 113.60 threshold = 113.31 landing = 113.24

9 FFE = 114.06

10 FFE = 114.14

threshold = 114.80

11 FFE = 114.24

threshold = 114.49

12 FFE = 114.34

(dirt)

13 FFE = 115.45

threshold = 115.82 dirt = 116.15

14 FFE = 122.18

threshold = 122.23 landing = 121.96

15 FFE = 122.19

threshold = 122.23 landing = 121.97

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DISCOVERED THE CONTRACTOR WILL STOP WORK IMMEDIATELY

AND IMMEDIATELY CONTACT THE WEST POINT MILITARY POLICE

AND THEN IMMEDIATELY CONTACT THE CONTRACTING OFFICER.

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N a n o

F a b

E a s t

F u l l e r

R o a d s t

F l o o r

A l b a n y

N

Y

T e l e p h o n e

F a x

US Army Corps of Engineers

New York District

D

2 3

C

4 5

A

B

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

SHEET OF

U

S

A

R M

Y

C

O R

E

N G

I N

E E

R S

N E

W

Y

O R

K

D

I S

T R

I C

T

C O

N S

T I T

U T

I O

N

I S

L A

N D

W A

R N

U

N

O V

A T

I O

N

A N

D

R

E P

A C

K A

G I N

G

P

R O

J E

C T

G O

S H

O

J E

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

J F

C K

D

B

Y

B C

D E

S I G

N E

D

B

Y

S D

P

D A

T E

S I Z

E

S U

B M

I T

T E

D

B

Y

M J

E n g i n e e r i n n d

S u r v e y i n g

P

C

P L

A

L E

C O

N T

R A

A N

S I

D

W

D S

D

SHEET

IDENTIFICATION

s t r e e t

N r k

N

Y

P

P L

T

E e s c e n t

R o a d

C l i f t o n

P a r k

N

Y

M J

E n g i n e e r i n g a n d

L a r v e y i n g

P

C

S

H O

W N

C O

N S

T I T

U T

I O

N

I S

L A

N D

E D

U C

A T

I O

N

C

E N

T E

R

P R

O J E

C T

G O

S H

O

J E

W

D S

D

C106

G R

A D

I N

G

P

L A

N T

I N

O

S I O

N

C O

N T

R O

L

P

L A

N

P K

G

R A

D I N

G

P

L A

N T

I N

O

S I O

N

C

O N

T R

P

A r c h i t e c t u g i n e e r i n g e y p a e c o m

N a n o

F a b

E a s t

F u l l e r

R o a d s t

F l o o r

A l b a n y

N

Y

T e l e p h o n e

F a x

US Army Corps of Engineers

New York District

D

C

A

B

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

SHEET OF

U

S

A

R M

Y

C

O R

E

N G

I N

E E

R S

N E

W

Y

O R

K

D

I S

T R

I C

T

C O

N S

T I T

U T

I O

N

I S

L A

N D

W A

R N

U

N

O V

A T

I O

N

A N

D

R

E P

A C

K A

G I N

G

P

R O

J E

C T

G O

S H

O

J E

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

J F

C K

D

B

Y

B C

D E

S I G

N E

D

B

Y

S D

P

D A

T E

S I Z

E

S U

B M

I T

T E

D

B

Y

M J

E n g i n e e r i n n d

S u r v e y i n g

P

C

P L

A

L E

C O

N T

R A

A N

S I

D

W

D S

D

SHEET

IDENTIFICATION

s t r e e t

N r k

N

Y

P

P L

T

E e s c e n t

R o a d

C l i f t o n

P a r k

N

Y

M J

E n g i n e e r i n g a n d

L a r v e y i n g

P

C

S

H O

W N

C O

N S

T I T

U T

I O

N

I S

L A

N D

E D

U C

A T

I O

N

C

E N

T E

R

P R

O J E

C T

G O

S H

O

J E

W

D S

D

C201

U T

I L I T

Y

P

R O

F I L E

S

P K

S

T R

M

P

R O

F I L

E S

ORDNANCE GENERAL NOTE:

IN THE EVENT ANY ORDNANCE RELATED ITEMS ARE

DISCOVERED THE CONTRACTOR WILL STOP WORK IMMEDIATELY

AND IMMEDIATELY CONTACT THE WEST POINT MILITARY POLICE

AND THEN IMMEDIATELY CONTACT THE CONTRACTING OFFICER.

WARNING SIGN DETAIL

C501

C O

N S

T R

U C

T I O

N

D

E T

A I L S

P K

G

C

C

O N

S T

R U

C T

I O

N

D

E T

A I L

S

E Y

P

A r c h i t e c t u g i n e e r i n g e y p a e c o m

N a n o

F a b

E a s t

F u l l e r

R o a d s t

F l o o r

A l b a n y

N

Y

T e l e p h o n e

F a x

US Army Corps of Engineers

New York District

D

2 3

C

4 5

A

B

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

SHEET OF

U

S

A

R M

Y

C

O R

E

N G

I N

E E

R S

N E

W

Y

O R

K

D

I S

T R

I C

T

C O

N S

T I T

U T

I O

N

I S

L A

N D

W A

R N

U

N

O V

A T

I O

N

A N

D

R

E P

A C

K A

G I N

G

P

R O

J E

C T

G O

S H

O

J E

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

J F

C K

D

B

Y

B C

D E

S I G

N E

D

B

Y

S D

P

D A

T E

S I Z

E

S U

B M

I T

T E

D

B

Y

M J

E n g i n e e r i n n d

S u r v e y i n g

P

C

P L

A

L E

C O

N T

R A

A N

S I

D

W

D S

D

SHEET

IDENTIFICATION

s t r e e t

N r k

N

Y

P

P L

T

E e s c e n t

R o a d

C l i f t o n

P a r k

N

Y

M J

E n g i n e e r i n g a n d

L a r v e y i n g

P

C

S

H O

W N

C O

N S

T I T

U T

I O

N

I S

L A

N D

E D

U C

A T

I O

N

C

E N

T E

R

P R

O J E

C T

G O

S H

O

J E

W

D S

D

CU O

EI L I R

N

LYN SLO P A T

T D

CU O

EI L I R

N

LYN SLO P A T

C502

C O

N S

T R

U C

T I O

N

D

E T

A I L S

P K

C

O N

S T

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C T

I O

N

D

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A I L

S

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P

A r c h i t e c t u g i n e e r i n g e y p a e c o m

N a n o

F a b

E a s t

F u l l e r

R o a d s t

F l o o r

A l b a n y

N

Y

T e l e p h o n e

F a x

US Army Corps of Engineers

New York District

D

2 3

C

4 5

A

B

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

SHEET OF

U

S

A

R M

Y

C

O R

E

N G

I N

E E

R S

N E

W

Y

O R

K

D

I S

T R

I C

T

C O

N S

T I T

U T

I O

N

I S

L A

N D

W A

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U

N

O V

A T

I O

N

A N

D

R

E P

A C

K A

G I N

G

P

R O

J E

C T

G O

S H

O

J E

S O

L I C

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A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

J F

C K

D

B

Y

B C

D E

S I G

N E

D

B

Y

S D

P

D A

T E

S I Z

E

S U

B M

I T

T E

D

B

Y

M J

E n g i n e e r i n n d

S u r v e y i n g

P

C

P L

A

L E

C O

N T

R A

A N

S I

D

W

D S

D

SHEET

IDENTIFICATION

s t r e e t

N r k

N

Y

P

P L

T

E e s c e n t

R o a d

C l i f t o n

P a r k

N

Y

M J

E n g i n e e r i n g a n d

L a r v e y i n g

P

C

S

H O

W N

C O

N S

T I T

U T

I O

N

I S

L A

N D

E D

U C

A T

I O

N

C

E N

T E

R

P R

O J E

C T

G O

S H

O

J E

W

D S

D

C503

O

N S

T R

U C

T I O

N

D

E T

A I L S

P K

C

O N

S T

R U

C T

I O

N

D

E T

A I L

S

E Y

P

A r c h i t e c t u g i n e e r i n g e y p a e c o m

N a n o

F a b

E a s t

F u l l e r

R o a d s t

F l o o r

A l b a n y

N

Y

T e l e p h o n e

F a x

US Army Corps of Engineers

New York District

D

2 3

C

4 5

A

B

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

SHEET OF

U

S

A

R M

Y

C

O R

E

N G

I N

E E

R S

N E

W

Y

O R

K

D

I S

T R

I C

T

C O

N S

T I T

U T

I O

N

I S

L A

N D

W A

R N

U

N

O V

A T

I O

N

A N

D

R

E P

A C

K A

G I N

G

P

R O

J E

C T

G O

S H

O

J E

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

J F

C K

D

B

Y

B C

D E

S I G

N E

D

B

Y

S D

P

D A

T E

S I Z

E

S U

B M

I T

T E

D

B

Y

M J

E n g i n e e r i n n d

S u r v e y i n g

P

C

P L

A

L E

C O

N T

R A

A N

S I

D

W

D S

D

SHEET

IDENTIFICATION

s t r e e t

N r k

N

Y

P

P L

T

E e s c e n t

R o a d

C l i f t o n

P a r k

N

Y

M J

E n g i n e e r i n g a n d

L a r v e y i n g

P

C

S

H O

W N

C O

N S

T I T

U T

I O

N

I S

L A

N D

E D

U C

A T

I O

N

C

E N

T E

R

P R

O J E

C T

G O

S H

O

J E

W

D S

D

PROFILE

SECTION A-A

SECTION B-B

SWPPP (STORMWATER POLLUTION PREVENTION PLAN)

SECTION VIEW

PLAN

SECTION

PERSPECTIVE VIEW

SECTION

STABILIZED CONSTRUCTION ENTRANCE

PROFILE

PLAN VIEW

TEMPORARY OUT-OF-PAVEMENT FILTER

PLAN

SECTION

C504

C O

N S

T R

U C

T I O

N

D

E T

A I L S

P K

C

O N

S T

R U

C T

I O

N

D

E T

A I L

S

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P

A r c h i t e c t u g i n e e r i n g e y p a e c o m

N a n o

F a b

E a s t

F u l l e r

R o a d s t

F l o o r

A l b a n y

N

Y

T e l e p h o n e

F a x

US Army Corps of Engineers

New York District

D

2 3

C

4 5

A

B

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

SHEET OF

U

S

A

R M

Y

C

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E

N G

I N

E E

R S

N E

W

Y

O R

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D

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T R

I C

T

C O

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T I T

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N

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L A

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W A

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U

N

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N

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D

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A C

K A

G I N

G

P

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J E

C T

G O

S H

O

J E

S O

L I C

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A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

J F

C K

D

B

Y

B C

D E

S I G

N E

D

B

Y

S D

P

D A

T E

S I Z

E

S U

B M

I T

T E

D

B

Y

M J

E n g i n e e r i n n d

S u r v e y i n g

P

C

P L

A

L E

C O

N T

R A

A N

S I

D

W

D S

D

SHEET

IDENTIFICATION

s t r e e t

N r k

N

Y

P

P L

T

E e s c e n t

R o a d

C l i f t o n

P a r k

N

Y

M J

E n g i n e e r i n g a n d

L a r v e y i n g

P

C

S

H O

W N

C O

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T I T

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N

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L A

N D

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N

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A rc hi te ct ur e

E ng in ee rin g ey pa e.

co m

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F lo or A lb an y, N

Y

Te le ph on e:

.7

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Fa x:

.7

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US Army Corps of Engineers

New York District

D

2 3

C

4 5

A

B

M

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K D

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C

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IP

TI

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SHEET OF

U . S

. A

RM

Y C

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EN

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IN

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N

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TR

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-D

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SHEET

IDENTIFICATION

W es t 2 8t h St re et

, 5 F l / N ew Y or k, N Y

P

.2

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/ F

.2

.7

P

LO

T D

AT

E:

C re sc en t R oa d

- C lif to n Pa rk , N

Y

M .J

. E ng in ee rin g an d

La nd

S ur ve yi ng , P

.C

S001 GENERAL, INDEX, SYMBOLS, ABBREVIATIONS, LEGEND

S100 FLOOR PLANS

S301 FOUNDATIONS SECTIONS AND DETAILS

S501 SUPERSTRUCTURE SECTIONS AND DETAILS

STRUCTURAL DISCIPLINE PREFIX

GROUP DESIGNATION

BUILDING NUMBER

DRAWING NUMBER

BUILDING NUMBER LEGEND

0 = WARNER HOUSE

1 = EDUCATION CENTER

SECTION INDICATION

DIRECTION OF VIEWDRAWING NUMBER WHERE

SECTION IS DRAWN

SECTION NUMBER

DETAIL INDICATION

DRAWING NUMBER WHERE

DETAIL IS DRAWN

DETAIL NUMBER

DETAIL TITLE

NO SCALE

DETAIL TYPE/NAME

SCALE

DETAIL NUMBER

XX

XXX

XX

XXX

XX

XXX

DRAWN ON SHEET

PHOTO INDICATION

DRAWING NUMBER WHERE

DETAIL IS DRAWN

DETAIL NUMBER

XX

XXX

DESIGN CRITERIA

STRUCTURAL AND MISCELLANEOUS STEEL

CHANNELS AND ANGLES: ASTM A36

STAINLESS STEEL PLATES: ASTM A666, TYPE 316

PLATES AND ALL OTHER STEEL MEMBERS: ASTM A36

HIGH STRENGTH BOLTS,NUTS, AND WASHERS (MIN. 3/4"Ø):ASTM A325 OR A490

CONCRETE

FOOTINGS: f'c = 4000 PSI FOUNDATION WALLS: f'c = 4000 PSI SLAB ON GROUND: f'c = 4000 PSI

(SEE SPECIFICATIONS FOR SLUMP, AIR ENTRAINMENT, ETC.)

MASONRY f'm = 1500 PSI

REINFORCING STEEL FOR CONCRETE AND MASONRY ASTM A615, GRADE 60

DIMENSION LUMBER

STUD: STUD GRADE OR BETTER

Fb = 690 PSI Fc = 425 PSI (PERPENDICULAR TO GRAIN) E = 1,200,000 PSI Fc = 725 PSI (PARALLEL TO GRAIN)

FRAMING: NO. 1 / NO. 2 OR BETTER

Fb = 875 PSI Fc = 425 PSI (PERPENDICULAR TO GRAIN) E = 1,400,000 PSI Fc = 1150 PSI (PERPENDICULAR TO GRAIN)

SPECIES: DOUGLAS FIR, DOUGLAS FIR/LARCH, HEM-FIR, OR SPRUCE-PINE-FIR (SPF)

KILN-DRIED, STRESS-GRADED

STRUCTURAL MATERIAL CRITERIA

1. DIMENSIONS TO, OF, AND IN EXISTING STRUCTURE SHALL BE VERIFIED IN FIELD BY CONTRACTOR.

2. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES IN DIMENSIONS BETWEEN EXISTING CONDITIONS AND/OR ARCHITECTURAL DRAWINGS AND STRUCTURAL

DRAWINGS.

3. EXISTING CONDITIONS SHALL BE VERIFIED IN FIELD BY CONTRACTOR PRIOR TO COMMENCING WORK.

4. CONTRACTOR SHALL PROTECT EXISTING STRUCTURES TO REMAIN AT ALL TIMES DURING THE WORK.

NOTE REQUIREMENTS ON PLANS AND IN SPECIFICATIONS FOR PROTECTION OF EXISTING

STRUCTURES.

5. CONTRACTOR SHALL DETERMINE LOCATIONS OF EXISTING UTILITIES BEFORE COMMENCING WORK.

CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER IF UNCHARTED OR INCORRECTLY LOCATED UTILITIES ARE FOUND. CONTRACTOR SHALL NOT INTERRUPT UTILITIES WITHOUT PRIOR WRITTEN APPROVAL OF THE

OWNER.

EXISTING CONSTRUCTION NOTES

1. REFER TO DIVISION 31 SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO THOSE LISTED BELOW.

2. BEAR ALL FOOTINGS ON UNDISTURBED SOILS OR COMPACTED STRUCTURAL FILL HAVING A MINIMUM NET ALLOWABLE BEARING CAPACITY OF 3 KIPS PER SQUARE FOOT. FOUNDATIONS BEARING ENTIRELY ON BEDROCK SHALL BE HAVE A NET ALLOWABLE ROCK BEARING CAPACITY OF 20 KIPS PER SQUARE FOOT. BEARING CAPACITY SHALL BE CONFIRMED BY CONTRACTOR'S GEOTECHNICAL ENGINEER PRIOR

TO CONSTRUCTING FOOTINGS.

3. EXTEND EXTERIOR CONSTRUCTION DOWN A MINIMUM OF 54 INCHES BELOW EXTERIOR GRADE.

FOUNDATIONS BEARING ON SOUND BEDROCK MAY BE SEATED ABOVE MINIMUM EMBEDMENT DEPTH

REQUIRED FOR FROST PROTECTION.

4. THE SUBSURFACE CONDITIONS DESCRIBED ON THE DRAWINGS, TEST BORINGS, OR TEST PITS REPRESENT CONDITIONS ONLY AT THOSE SPECIFIC LOCATIONS AT THE PARTICULAR TIME THEY

WERE MADE.

5. REMOVE ALL ORGANIC AND UNSUITABLE MATERIAL PRIOR TO PLACING FILL. PLACE FILL IN HORIZONTAL LAYERS NOT TO EXCEED 8 INCHES IN LOOSE THICKNESS FOR COHESIVE MATERIALS AND 12 INCHES FOR NON-COHESIVE MATERIALS AND COMPACT TO A MINIMUM OF 95% MODIFIED

PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT. IF ACCEPTABLE TO THE CONTRACTOR'S

GEOTECHNICAL ENGINEER, ON-SITE MATERIALS THAT MEET PROJECT SPECIFICATION

REQUIREMENTS MAY BE USED FOR ENGINEERED FILL IF MAINTAINED AT OPTIMUM MOISTURE

CONTENT AND COMPACTED TO THE ABOVE CRITERIA. SELECT BORROW MATERIALS WILL BE

REQUIRED WHEN ON-SITE MATERIALS ARE UNSUITABLE OR CANNOT BE COMPACTED TO THE

CRITERIA STATED ABOVE.

6. EXCAVATION TO SUITABLE BEARING SUBGRADES MAY BE PROCEED BY CONVENTIONAL METHODS

TO WITHIN 2.5 FEET OF THE PROPOSED FINAL SUBGRADES. PERFORM EXCAVATION TO FINAL

SUBGRADE USING A BACKHOE EQUIPPED WITH A SMOOTH BLADE TO MINIMIZE DISTURBANCE OF THE

BEARING SUBGRADE. FINISH ALL FOOTING EXCAVATIONS BY HAND.

7. DO NOT EXTEND THE GENERAL EXCAVATION ACROSS THE SITE DEEPER THAN 1'-0" BELOW THE FIRST FLOOR SUBGRADE ELEVATION. PERFORM THE EXCAVATIONS FOR SPREAD FOOTINGS ON AN

INDIVIDUAL, LOCALIZED BASIS DOWN FROM THE FIRST FLOOR SUBGRADE ELEVATION.

8. PROVIDE POSITIVE PROTECTION FOR ALL EXCAVATION SLOPES AGAINST INSTABILITY AND

DETERIORATION DUE TO RAIN, WIND, SNOW OR ICE.

9. RETAIN THE PERIMETER OF THE GENERAL EXCAVATION WITH A SOIL RETENTION SYSTEM AS NECESSARY. THE DESIGN, INSTALLATION, MAINTENANCE AND REMOVAL OF THE SYSTEM IS THE

RESPONSIBILITY OF THE CONTRACTOR. PROVIDE ALL MEASURES AND PRECAUTIONS NECESSARY

TO MINIMIZE SETTLEMENT OF EXISTING OR NEW CONSTRUCTION INSIDE OR OUTSIDE OF THE

PROJECT LIMITS. REPAIR ANY DAMAGE TO NEW OR EXISTING CONSTRUCTION INSIDE OR OUTSIDE PROJECT LIMITS CAUSED BY CONSTRUCTION TECHNIQUES OR MOVEMENTS OF THE SOIL RETENTION

SYSTEM.

10. ALLOW THE CONTRACTOR'S GEOTECHNICAL ENGINEER TO INSPECT ALL FINISHED EXCAVATIONS AND

BEARING SUBGRADES BEFORE PLACING CONCRETE. DO NOT PLACE CONCRETE IN ANY

EXCAVATION CONTAINING FREE WATER, FROST, ICE OR FROZEN GROUND. PROVIDE ALL MEASURES NECESSARY TO PREVENT EXCESSIVE WATER OR FROST / ICE FROM PENETRATING ANY FOOTING OR

SLAB SUBGRADE, BOTH BEFORE AND AFTER CONCRETE PLACEMENT AND UNTIL SUCH SUBGRADES

ARE FULLY PROTECTED BY THE PERMANENT BUILDING STRUCTURE.

11. USE SIDE FORMS FOR ALL FOOTINGS. CLEAN REINFORCEMENT IMMEDIATELY PRIOR TO PLACING

CONCRETE. PLACE THE CONCRETE FOR EACH FOOTING IN ONE CONTINUOUS POUR.

12. BACKFILL AGAINST FOUNDATION WALLS BELOW GRADE SO THAT THE DIFFERENCE IN THE FILL LEVEL ON OPPOSITE SIDES OF THE WALL DOES NOT EXCEED 1'-0" AT ANY TIME. COMPACT TO 95 PERCENT MODIFIED PROCTOR DENSITY. BRACE ALL FOUNDATION WALLS DURING THE OPERATION OF BACKFILLING AND COMPACTION. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS

BECOME EFFECTIVE.

13. THE EXPOSED SUBGRADE SOILS MAY BE SENSITIVE TO DISTURBANCE AND STRENGTH

DEGRADATION WHEN HIGH MOISTURE CONTENTS ARE PRESENT. MINIMIZE CONSTRUCTION TRAFFIC

OVER EXPOSED SUBGRADES. DO NOT POND WATER ON THE SUBGRADES. CONTROL SURFACE AND

GROUND WATER BY PROPER SITE GRADING, PERIMETER CUTOFF TRENCHES, AND SUMP AND

PUMP METHODS OF DEWATERING. CONSTRUCT ALL CUTOFF TRENCHES AND SUMPS OUTSIDE THE

INFLUENCE OF PROPOSED FOUNDATIONS.

14. SUBGRADE BELOW SLABS ON GROUND SHALL BE REVIEWED BY THE CONTRACTOR'S GEOTECHNICAL

ENGINEER PRIOR TO SLAB PLACEMENT.

15. PROTECT SLAB SUBGRADE AND VAPOR RETARDER FROM PRECIPITATION AND EXCESSIVE

TEMPERATURES PRIOR TO SLAB PLACEMENT. SUBBASE SHALL BE DRY AND NOT FROZEN AT THE

TIME OF SLAB PLACEMENT. IF SUBGRADE FREEZES AFTER PREPARATION, CONTRACTOR SHALL

THAW, RECOMPACT, AND RETEST SUBGRADE PRIOR TO SLAB PLACEMENT.

16. CENTER FOOTINGS UNDER WALLS, PIERS, AND COLUMNS UNLESS NOTED OTHERWISE.

17. PROVIDE FULL HEIGHT DOVETAIL SLOT INSERTS @ 16" OC HORIZONTALLY IN CONCRETE WALLS

FACED WITH MASONRY/STONE.

FOUNDATION NOTES

1. REFER TO DIVISION 6 SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO THOSE LISTED

BELOW.

2. ALL STRUCTURAL TIMBER MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE

APPLICABLE EDITIONS OF THE AITC "TIMBER CONSTRUCTION STANDARDS," AND THE AF&PA

"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION."

3. SHEATHING FOR ROOF, WALL, AND FLOOR SHALL BE APA RATED, EXPOSURE 1 PANELS MARKED

PS-2. RING SHANKED NAILS SHALL BE USED ON ALL ROOF AND FLOOR SHEATHING.

4. THE SHEATHING APPLIED TO LOAD-BEARING STUDS PROVIDES THE CONTINUOUS LATERAL

BRACING NECESSARY. CONTRACTOR SHALL PROVIDE TEMPORARY LATERAL BRACING UNTIL

SHEATHING IS INSTALLED.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL STORAGE AND ERECTION PROCEDURES

AND SEQUENCES TO PREVENT ANY ADVERSE EFFECTS ON THE SPECIFIED PHYSICAL

PROPERTIES OF THE MEMBERS.

6. THERE SHALL BE NO FIELD CUTTING OF STRUCTURAL MEMBERS FOR THE WORK OF OTHER

TRADES WITHOUT THE PRIOR REVIEW OF THE ARCHITECT/ENGINEER.

7. ALL BEARING WALLS SHALL HAVE DOUBLE TOP PLATES. PLATE SPLICES SHALL BE STAGGERED

AND SHALL OCCUR OVER STUDS.

8. MULTIPLE-PLY MEMBERS SHALL BE CONNECTED WITH 4 ROWS OF 1/2"Ø THROUGH-BOLTS @

12" OC STAGGERED.

9. WOOD FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE

SHALL BE PRESSURE TREATED.

10. ALL CONNECTION HARDWARE SHALL BE TYPE 316 STAINLESS STEEL AS MANUFACTURED BY

THE SIMPSON STRONG-TIE OR EQUIVALENT. USE MANUFACTURER'S FURNISHED NAILS OR BOLTS.

TIMBER NOTES

1. DO NOT CHANGE SIZE NOR SPACING OF STRUCTURAL ELEMENTS.

2. NOTES AND DETAILS SHOWN ARE TYPICAL; SIMILAR CONDITIONS APPLY TO SIMILAR CONDITIONS

UNLESS NOTED OTHERWISE.

3. THE DRAWINGS DO NOT INCLUDE ANY COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY.

CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.

4. ALL ELEVATIONS ARE REFERENCED TO DATUM ELEVATION AS FOLLOWS:

WARNER HOUSE = 112.26' (SET AT THRESHOLD OF PIAZZA EXTERIOR DOOR, ROOM 105)

EDUCATION CENTER = 114.14'

MISCELLANEOUS NOTES

1. REFER TO DIVISION 3 SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO THOSE LISTED BELOW.

2. A QUALITY CONTROL PROGRAM OF FIELD TESTING AND INSPECTION WILL BE PERFORMED ON ALL STRUCTURAL CONCRETE WORK IN ACCORDANCE WITH THE SPECIFICATIONS. SCHEDULE WORK AND

PROVIDE ACCESS TO ALLOW THE TESTING REQUIREMENTS TO BE COMPLETED.

3. SUBMIT ENGINEERED CONCRETE MIX DESIGNS, INCLUDING REQUIRED BACKUP DATA, FOR EACH

TYPE OF CONCRETE PROPOSED FOR USE TO THE ARCHITECT/ENGINEER FOR REVIEW. ALLOW

ADEQUATE TIME FOR REVIEW PRIOR TO PERFORMING CONCRETE WORK.

4. DETAIL, FABRICATE, LABEL, SUPPORT AND PLACE ALL CONCRETE REINFORCEMENT IN ACCORDANCE WITH THE APPLICABLE EDITION OF ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT."

5. SUBMIT DETAILED SHOP DRAWINGS INDICATING REINFORCEMENT SIZE, SPACING AND PLACEMENT

TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO FABRICATION. INCLUDE DETAILS AND

LOCATIONS OF ALL CURBS, CONSTRUCTION JOINTS, SLAB DEPRESSIONS, SLEEVES, OPENINGS, ETC.

6. REFER TO THE FOUNDATION NOTES FOR REQUIREMENTS PARTICULAR TO FOUNDATION AND

SLAB-ON-GROUND WORK. LOCATE JOINTS, IF PROVIDED, AT POINTS OF MINIMUM STRESS.

7. CLEAN AND MOISTEN ALL CONSTRUCTION JOINTS IMMEDIATELY PRIOR TO PLACING FRESH

CONCRETE.

8. PROVIDE DOWELS, WHERE REQUIRED, TO MATCH MAIN REINFORCING SIZE AND SPACING.

9. DO NOT USE CALCIUM CHLORIDE IN ANY CONCRETE.

10. HORIZONTAL JOINTS IN CONCRETE POURS ARE NOT PERMITTED.

11. ALLOW THE CONTRACTOR'S TESTING AGENCY TO REVIEW THE REINFORCING PLACEMENT PRIOR

TO PLACING ANY CONCRETE. PROVIDE ADEQUATE ADVANCE NOTICE.

12. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR

CURBS, PADS, DEPRESSIONS, WALL/SLAB OPENINGS, SPECIAL FLOOR FINISHES, ETC.

13. PROVIDE ONLY THOSE OPENINGS INDICATED ON THE REVIEWED SHOP DRAWINGS. PIPING,

CONDUIT, AND OTHER PENETRATIONS THROUGH WALLS AND SLABS SHALL BE SLEEVED; DO NOT

CORE DRILL.

14. CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:

COVER

FOOTINGS POURED AGAINST EARTH: 3"

SURFACES EXPOSED TO WEATHER OR EARTH:

#5 AND SMALLER BARS: 1-1/2"

SURFACES NOT EXPOSED TO WEATHER OR EARTH:

SLABS AND WALLS 3/4"

BETWEEN BARS AND EMBEDDED ITEMS:

ELEMENTS EXPOSED TO WEATHER OR EARTH: 1-1/2"

ELEMENTS NOT EXPOSED TO WEATHER OR EARTH: 3/4"

15. REFER TO SPECIFICATIONS FOR PLACING CONCRETE IN HOT WEATHER AND IN COLD WEATHER.

16. PLACE ALL SLABS-ON-GROUND IN A LINEAR PATTERN BETWEEN CONSTRUCTION JOINTS. ALLOW

A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS. SAWCUT SLABS TO ONE-QUARTER OF

SLAB DEPTH MINIMUM IN THE PATTERN SHOWN ON PLANS. START SAWCUTTING AS SOON AS

THE SAW WILL NOT RAVEL EDGES OR DISLODGE AGGREGATE, BUT IN NO CASE MORE THAN

12 HOURS AFTER THE SLAB IS PLACED.

17. PROVIDE 100 FEET OF #4 BAR IN 20-FOOT LENGTHS TO BE FIELD CUT AND PLACED IN FIELD AS

LOCATED BY ENGINEER.

CONCRETE NOTES

BUILDING CODE

NEW YORK STATE EXISTING BUILDING CODE, 2010 EDITION

INTERNATIONAL BUILDING CODE, 2006 EDITION

UNIFIED FACILITIES CRITERIA, GENERAL BUILDING REQUIREMENTS (UFC 1-200-01)

UNIFIED FACILITIES CRITERIA, STRUCTURAL LOAD DATA (UFC 3-301-01)

UNIFIED FACILITIES CRITERIA, SEISMIC DESIGN FOR BUILDINGS (UFC 3-310-04).

LIVE LOAD

ROOF: SEE ROOF SNOW LOAD

STAIRS AND EXITS: 100 psf ASSEMBLY AREAS AND LOBBIES: 100 psf

SNOW LOAD

GROUND SNOW LOAD, Pg 30 psf FLAT ROOF SNOW LOAD, Pf 19 psf SNOW EXPOSURE FACTOR, Ce 1.0 SNOW LOAD IMPORTANCE FACTOR, Is 1.0 THERMAL FACTOR, Ct 1.1

DRIFTED AND UNBALANCED SNOW PER ASCE 7

WIND LOAD

BASIC WIND SPEED (3 SECOND GUST) 100 mph

BUILDING CATEGORY II

WIND IMPORTANCE FACTOR, Iw 1.0

WIND EXPOSURE C

INTERNAL PRESSURE COEFFICIENT, Gcpi +/- 0.18

COMPONENTS AND CLADDING, P

ROOF SURFACE (ZONE 1) +21.2/-23.1 psf ROOF EDGE (ZONE 2) +21.2/-27.0 psf ROOF CORNER (ZONE 3) +21.2/-27.0 psf WALL SURFACE (ZONE 4) +23.1/-25.1 psf WALL CORNER (ZONE 5) +23.1/-30.9 psf

EARTHQUAKE LOAD

SITE CLASS B

SEISMIC USE GROUP I

SEISMIC IMPORTANCE FACTOR, Ie 1.0 SPECTRAL RESPONSE ACCELERATION, Ss 0.310 g SPECTRAL RESPONSE ACCELERATION, S1 0.070 g SPECTRAL RESPONSE COEFFICIENT, Sds 0.207 g SPECTRAL RESPONSE COEFFICIENT, Sd1 0.047 g

SEISMIC DESIGN CATEGORY B

EDUCATION CENTER

BASIC SEISMIC-FORCE-RESISTING SYSTEM - EXISTING UNREINFORCED MASONRY SHEAR WALLS

DESIGN BASE SHEAR 54 KIPS

SEISMIC RESPONSE COEFFICIENT, Cs 0.1355

RESPONSE MODIFICATION FACTOR, R 1 1/2

ANALYSIS PROCEDURE - EQUIVALENT LATERAL FORCE

FOUNDATIONS

SOIL BEARING PRESSURE: 3 KSF (ON UNDISTURBED MATERIAL OR COMPACTED STRUCTURAL FILL)

ROCK BEARING PRESSURE: 20 KSF (ENTIRELY ON BEDROCK)

THE FOUNDATIONS HAVE BEEN DESIGNED TO THE REQUIREMENTS SET FORTH IN THE

GEOTECHNICAL REPORT PREPARED BY DENTE ENGINEERING, DATED JUNE 18, 2010.

S001

5 DESIGN CRITERIA

NO SCALE

S001

4 MATERIAL CRITERIA

NO SCALE

S001

3 STRUCTURAL GENERAL NOTES

NO SCALE

1. REFER TO DIVISION 4 SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO THOSE LISTED

BELOW.

2. PROVIDE MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH THE APPLICABLE EDITIONS OF ACI 530 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" AND ACI 530.1 "SPECIFICATIONS FOR

MASONRY STRUCTURES."

3. PROVIDE MASONRY MATERIALS OF THE TYPE AND STRENGTH SPECIFIED BELOW:

A. HOLLOW CONCRETE MASONRY UNITS: CONFORM TO ASTM C90, GRADE N. PROVIDE

UNITS WITH A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI.

B. PROVIDE GROUT FOR REINFORCED MASONRY IN ACCORDANCE WITH ASTM C476 WITH A

MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2000 PSI.

C. PROVIDE TYPE N MORTAR FOR REINFORCED MASONRY IN ACCORDANCE WITH ASTM C270.

4. PROVIDE CONTINUOUS 9 GAUGE LADDER-TYPE HORIZONTAL JOINT REINFORCING AT EVERY COURSE.

PROVIDE STAINLESS STEEL JOINT REINFORCEMENT IN EXTERIOR FACE OF WALL.

5. USE PREFABRICATED "L" AND "T" HORIZONTAL JOINT REINFORCEMENT AT ALL WALL INTERSECTIONS.

6. PROTECT CONCRETE MASONRY UNITS FROM ABSORBING MOISTURE AND WATER WHILE AT THE PLANT, DURING SHIPMENT, AND AT THE SITE DURING CONSTRUCTION.

7. LAY ALL MASONRY UNITS WITH FULL MORTAR COVERAGE AT HEAD AND BED JOINTS OF FACE SHELLS

AND AT WEBS.

8. SUBMIT PROPOSED METHOD OF GROUTING MASONRY WALLS. GROUTING SHALL BE IN ACCORDANCE WITH NCMA TEK 3-2 "GROUTING CONCRETE MASONRY WALLS." STOP GROUT 2" BELOW TOP OF BLOCK

AT EACH POUR TO PROVIDE INTERLOCK WITH NEXT POUR.

9. ALIGN VERTICAL CELLS TO BE FILLED WITH GROUT TO PROVIDE A CONTINUOUS, UNOBSTRUCTED

OPENING OF THE DIMENSIONS SHOWN ON THE DRAWINGS. PROVIDE A MINIMUM 3 INCH CLEAR

OPENING IN ALL CELLS THAT CONTAIN REINFORCEMENT. USE CLEAN OUT HOLES WHERE NECESSARY

TO OBTAIN UNOBSTRUCTED VERTICAL CELLS.

10. GROUT SOLID ALL CELLS. CONSOLIDATE GROUT IN PLACE BY VIBRATION TO INSURE COMPLETE FILLING

OF THE CELLS.

11. PROVIDE ADEQUATE TEMPORARY BRACING DURING CONSTRUCTION TO WITHSTAND ALL LATERAL

LOADS AND THE PRESSURES OF THE FLUID GROUT.

12. TAKE NECESSARY PRECAUTIONS FOR MIXING AND PLACING MORTAR AND GROUT IN EITHER HOT

OR COLD WEATHER AS NOTED IN THE SPECIFICATIONS.

13. USE MASONRY SAWS TO CUT AND FIT ALL MASONRY, INCLUDING THAT PORTION REQUIRED TO

ACCOMMODATE THE WORK OF OTHER TRADES.

14. INSTALL ANCHORS, WALL PLUGS, ACCESSORIES AND OTHER ITEMS THAT ARE REQUIRED TO BE BUILT INTO THE WORK AS THE MASONRY WORK PROGRESSES. REFER TO ARCHITECTURAL DRAWINGS FOR

ADDITIONAL DETAILS.

15. PROVIDE ONE #4 BAR AROUND ALL OPENINGS IN THE MASONRY CONSTRUCTION. EXTEND HORIZONTAL BARS A MINIMUM OF 24 INCHES BEYOND THE CORNER OF THE OPENING. EXTEND VERTICAL BARS TO

THE TOP AND BOTTOM OF THE WALL.

MASONRY NOTES

1. IN THE EVENT ANY ORDNANCE RELATED ITEMS ARE DISCOVERED, THE CONTRACTOR SHALL STOP

WORK IMMEDIATELY AND CONTACT THE WEST POINT MILITARY POLICE.

ORDNANCE NOTES

1. IF THE CONTRACTOR SHOULD FIND ANY HISTORICAL / ARCHAEOLOGICAL ITEMS DURING

CONSTRUCTION, THE CONTRACTOR SHALL FOLLOW "USMA CRM STANDARD OPERATING PROCEDURE

16-1 FOR THE PROTECTION OF ARCHAEOLOGICAL OR HISTORIC ARTIFACTS." THE USMA WILL PROVIDE

A COPY OF THIS DOCUMENT TO ALL CONTRACTORS ON-SITE.

ARCHAEOLOGY NOTES

1. PERFORATED PVC PIPE: ASTM D2729.

2. FILTER FABRIC: POLYPROPELYNE, POLYESTER, OR A COMBINATION OF BOTH, WITH A FLOW

RATE RANGE BETWEEN 110 AND 330 GALLONS PER MINUTE PER SQUARE FOOT WHEN

TESTED ACCORDING TO ASTM D4491. STRUCTURE TYPE: NONWOVEN, NEEDLE-PUNCHED

CONTINUOUS FILAMENT. SURVIVABILITY: AASHTO M288, CLASS 2.

3. ENCASE PIPE WITH SOCK-STYLE GEOTEXTILE FILTER FABRIC BEFORE INSTALLING PIPE.

CONNECT SOCK SECTIONS WITH ADHESIVE OR TAPE.

4. INSTALL PIPE BEGINNING AT LOW POINTS OF SYSTEM, TRUE TO GRADES AND ALIGNMENT

INDICATED, WITH UNBROKEN CONTINUITY OF INVERT. BED PIPING WITH FULL BEARING IN

FILTERING MATERIAL. INSTALL GASKETS, SEALS, SLEEVES, AND COUPLINGS ACCORDING

TO MANUFACTURER'S WRITTEN INSTRUCTION AND OTHER REQUIREMENTS INDICATED.

5. JOIN PIPE SECTIONS IN ACCORDANCE WITH ASTM D3212. JOIN SECTION MADE OF

DIFFERENT MATERIALS AND/OR DIMENSIONS WITH SPECIAL COUPLINGS MADE FOR THIS

APPLICATION. USE COUPLINGS THAT ARE COMPATIBLE WITH AND FIT MATERIALS AND

DIMENSIONS OF BOTH PIPES.

7. INSTALL CLEANOUTS FROM PIPE TO GRADE. LOCATE AS INDICATED ON DRAWINGS.

INSTALL FITTINGS SO CLEANOUTS OPEN IN DIRECTION OF FLOW OF PIPE.

8. USE 4" DIAMETER PIPE FOR RISER EXTENSIONS TO CLEANOUT. SET CLEANOUT FRAMES

AND COVERS IN A CAST-IN-PLACE CONCRETE ANCHOR, 12"x12"x4" DEEP. SET TOP OF

CLEANOUT 1" ABOVE GRADE.

9. INSTALL DETECTABLE GREEN WARNING TAPE DIRECTLY OVER PIPE.

10. CLEAR INTERIOR OF INSTALLED PIPE AND STRUCTURES OF SOIL AND FOREIGN MATERIALS

AS WORK PROGRESSES. MAINTAIN SWAB OR DRAG IN PIPE AND PULL PAST EACH JOINT

AS IT IS COMPLETED. PLACE PLUGS IN ENDS OF UNCOMPLETED PIPE AT END OF EACH

DAY OR WHEN WORK STOPS.

PERFORATED PVC DRAIN NOTES

NO SCALES011

1 DRAWING GROUP ORGANIZATION

NO SCALES011

2 GENERAL ORGANIZATION

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S311

S311

4" SLAB-ON-GROUND;REINF w/ #4 @ 16" OCT/SLAB ELEV = 114.14'

4" SLAB-ON-GROUND;REINF w/ #4 @ 16" OCT/SLAB ELEV = 115.89'

4" SLAB-ON-GROUND;REINF w/ #4 @ 16" OCT/SLAB ELEV = 114.14'

1/

2"

GRAVEL TROUGH

37' - 10" ±

8" 8" 8"

0"

SEE NOTE 6

6" 12" 6"

REPOINT ALL

EXPOSED SURFACES,

TYP ALL WALLS

REMOVE & RECONSTRUCT

BRICK FACING AT TOP OF

WALL; REF 1/S512, TYP.22' - 3" ±

S311

2 1/2"

1'

- 3

8" 6"

1'

- 4

6"

S311

SLAB JOINT ATMIDPOINT; SEE 5/S311

SLAB JOINT AT QUARTER

POINTS, TYP; SEE 5/S311

SLAB JOINT AT QUARTER

POINTS, TYP; SEE 5/S311

S512

2'

- 0

3 '

- 5 "4'- 0"

0 1 /2"

1'

- 0

CO

L

2' - 6" 8' - 0"

8' - 0" 8' - 0"

8' - 0"

(-3'-6")

2'

- 0

4'

- 0

SEE

NOTE 6

SEE NOTE 6

COL

COL

COL

COL

COL

4' - 0" 2' - 0"

SEE

NOTE 6

(-1'-6")

SLAB JOINT

SLAB JOINT

1/

2"

4' - 0" 2' - 0"

SEE NOTE 6

1/

2"

4' - 0" 2' - 0"

(-3'-6")

1' - 0" 1' - 0"

3' - 2 1/2"

6'

- 5

DRAINAGE BASIN;

SEE SITE/CIVIL DWGS

CO

CO

HP INVERT = (-2'-0")

CO

DRAIN TO DAYLIGHT

RESET EXIST STONE THRESHOLD;

REFER TO ARCH DWGS

CO

CO

HP INVERT = (-2'-0")

9" 1'

- 0

5'

- 4

1'

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1' - 0" 3' - 2"

1' - 0" 5' - 8 1/2"

20' - 6" ±

9"

1'

- 1

0 1 /2"

S513

S5

12 5 S512

2S513

1S513

DRAINAGE INLET; REFER

TO SITE/CIVIL DRAWINGS

FOR INFORMATION.

S311

ARCHAEOLOGY GENERAL NOTE:

IF THE CONTRACTOR SHOULD FIND ANY HISTORICAL /

ARCHAEOLOGICAL ITEMS DURING CONSTRUCTION, THE CONTRACTOR

SHALL FOLLOW "USMA CRM STANDARD OPERATING PROCEDURE 16-1

FOR THE PROTECTION OF ARCHAEOLOGICAL OR HISTORIC

ARTIFACTS." THE USMA WILL PROVIDE A COPY OF THIS DOCUMENT TO

ALL CONTRACTORS ON-SITE.

ORDNANCE GENERAL NOTE:

IN THE EVENT ANY ORDNANCE RELATED ITEMS ARE

DISCOVERED, THE CONTRACTOR SHALL STOP WORK

IMMEDIATELY AND CONTACT THE WEST POINT MILITARY POLICE.

6x6 POST EXPOSED, TYP (NOTE 8)

6x

E

XP

OS

ED

GLASS WALL BELOW;

SEE ARCH DWGS

HEADER AT WINDOW,

REF 2/S512 TYP

HEADER AT WINDOW;

REF 2/S512, TYP

6x

E

XP

OS

EDHEADER AT DOOR;

REF 2/S512, TYP

6x

E

XP

OS

ED

6x

E

XP

OS

ED

6x

E

XP

OS

ED

6x

E

XP

OS

ED

6x

E

XP

OS

ED

6x

E

XP

OS

ED

6x

E

XP

OS

ED

EXIST STONE MASONRY WALL TO

REMAIN, REPOINT ALL EXPOSED

SURFACES, TYP ALL WALLS

6x12 EXPOSED (CANT) 6x12 EXPOSED

6x12 EXPOSED 6x12 EXPOSED (CANT)

2x10 @ 16" OC

2x10 @ 16" OC

S511

S511

S511

S511

S511 EDGE OF ROOF

S511

S511

S511

S511

S511

HEADER AT

DEMOUNTABLE WALL,

REF 2/S512 SIM

3x

E

XP

OS

ED

(N

OT

E 7)

SIM

HEADER AT DOOR;

REF 2/S512, TYP

S511

SIM

3x

E

XP

OS

ED

(N

OT

E 7)

S311

EDUCATION CENTER NOTES:

1. ALL ELEVATIONS REFERENCED FROM DATUM ELEVATION 0'-0" = 114.14'

2. TOP OF FOOTING ELEVATION IS (-3'-6") UNLESS OTHERWISE NOTED THUS (--).

3. TYPICAL WALL FRAMING IS SPRUCE-PINE FIR #2 OR BETTER 2x6 STUDS @ 16" OC w/ 1/2"

EXTERIOR GRADE PLYWOOD SHEATHING ON EXTERIOR FACE.

4. INDICATES SPAN OF 3/4" APA RATED 40/20 SHEATHING, EXPOSURE 1 PANELS

MARKED PS-2. ATTATCH TO SUPPORTING STRUCTURE WITH 8d COMMON NAILS AT 12" OC AT

SUPPORTING EDGES AND INTERMEDIATE SUPPORTS. EDGE NAILING AT ADJACENT PANELS

SHALL BE STAGGERED. PROVIDE PANEL EDGE CLIPS MIDWAY BETWEEN EACH SUPPORT.

5. INDICATES SPAN OF 2" TONGUE AND GROOVE DECKING. ATTACH TO SUPPORTING

STRUCTURE w/ 10g x 3" WOOD SCREWS AT 4" OC.

6. STEP FOOTINGS AS NECESSARY TO MATCH BOTTOM OF EXISTING FOOTINGS. VERIFY

ELEVATIONS IN FIELD.

7. 3x10 SHALL MATCH SPECIES AND GRADE OF OTHER HEAVY TIMBER FRAMING.

8. SPLICE 6x12 BEAMS ATOP POST, TYP.

9. INDICATES DIRECTION OF FLOW OF 6"Ø PERFORATED PVC FOOTING DRAIN.

1/4" = 1'-0"S111

1 EDUCATION CENTER FOUNDATION PLAN

N

N

1/4" = 1'-0"S111

2 EDUCATION CENTER ROOF FRAMING PLAN

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IDENTIFICATION

W es t 2 8t h St re et

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3'-0" x 1'-0" DEEP CONT CONC FTG w/ (4)#4 BARS CONT

2" INSULATION; SEE ARCH DWGS

#4 DOWELS @ 12" OC

1' - 3"

T/WALL

+1'-0"

6x6 WOOD POSTw/ SIMPSON ABU66 w/ 5/8"Ø x 8" EMBED ADHESIVE ANCHOR & (8)10d

NAILS INTO POST

T/FTG

-3'-6"

GRAVEL TROUGH

T/SHELF

-0'-6"

6" NOM STONE VENEER w/ FULLY

MORTARED COLLAR JOINT

A A

1' - 4" 6"

#4 @ 12" OC

6"Ø PERFORATED

PVC DRAIN

4"

BLUESTONE SILL; SEE ARCH DWGS

4"Ø PERFORATED PVC DRAIN

w/ OUTLETS AT THIRD POINTS

NOTE: ANCHOR STONE VENEER & 6" CMU TO CONCRETE WALL w/ SS DOVETAIL

ANCHORS @ 16" OC EACH WAY (NOT SHOWN FOR CLARITY)

6" CMU GROUTED SOLID;

REINF w/ #4@16" OC

6" PERFORATED

PVC DRAIN

8"

8"

2'-0" x 1'-0" DEEP CONT CONC FTG w/ (3)#4 BARS CONT

T/WALL

+4'-10"

T/FTG

-1'-6"

#4 DOWEL @ 12" OC

(ALTERNATE HOOKS)

#4 @ 12" OC; LAP

2'-0" w/ DOWELS

#4 @ 12" OC

2" RIGID INSULATION;

SEE ARCH DWGS

1/2"Ø THREADED ROD

@ 4'-0" OC; PROVIDE ADDITIONAL

RODS AT CORNERS AND AT EACH

SIDE OF JOINT IN SILL PLATE

1'-3"

T/WALL

+1'-0"

T/FTG

-3'-6"

#4 @ 12" OC

2'-0"x1'-0" DEEP CONT CONC FTG w/ (3)#4 BARS CONT

6" NOM STONE VENEER w/ FULLY

MORTARED COLLAR JOINT

T/SHELF

-0'-8"

12" LADDER-TYPE JOINT

REINF AT EVERY JOINT

#4 DOWELS @ 12" OC

6"Ø PERFORATED PVC DRAIN

2'

- 0

2" INSULATION; SEE ARCH DWGS

6" CMU GROUTED SOLID,

REINF w/ #4 @ 16" OC

SEE 1/S311 FOR ADDITIONAL INFO

2x6 STUD WALL

ARCHAEOLOGY GENERAL NOTE:

IF THE CONTRACTOR SHOULD FIND ANY HISTORICAL /

ARCHAEOLOGICAL ITEMS DURING CONSTRUCTION, THE CONTRACTOR

SHALL FOLLOW "USMA CRM STANDARD OPERATING PROCEDURE 16-1

FOR THE PROTECTION OF ARCHAEOLOGICAL OR HISTORIC

ARTIFACTS." THE USMA WILL PROVIDE A COPY OF THIS DOCUMENT TO

ALL CONTRACTORS ON-SITE.

2'-0" x 1'-0" DEEP CONT CONC FTG w/ (3)#4 BARS CONT

T/FTG

-3'-6"

T/WALL

2'-0"

T/SHELF

-0'-8"

#4 DOWELS @ 12" OC

1/2"Ø THREADED ROD @ 4'-0" OC;

DRILL & GROUT 12" INTO WALL

12" 6" #4 @ 12" OC

2" INSULATION;

SEE ARCH DWGS

6" CMU GROUTED SOLID,

REINF w/ #4 @ 16" OC

#4 CONT

6"Ø PERFORATED PVC DRAIN

6" NOM STONE VENEER w/ FULLY

MORTARED COLLAR JOINT

12" LADDER-TYPE JOINT

REINF AT EVERY JOINT

2x6 STUD WALL

2'

- 0

SECTION A-A

BLUESTONE SILL,

SEE ARCH DWGS

6x6 WOOD POST

1'-0"

CONTRACTION JOINT (SJ)

1/8" WIDE SAWN

OR PREFORMED JT

1/8" RADIUS

MAXIMUM

APPLY CURING

COMPOUND TO EDGE

IMMEDIATELY AFTER

FORM IS REMOVED

CONSTRUCTION JOINT (CJ)

3/4"Øx14" SMOOTH DOWEL w/ BASKET @ 16" OC

MATCH CONTRACTION

JOINT PROFILE

EDGE JOINT (EJ)

31/2" WIDE

JOINT FILLER,

FULL DEPTH

WALL

2 ' - 0 "

T/

T

T/

T

6" 1' - 0"

2'-0" x 1'-0" DEEP CONT CONC FTG w/ (3)#4 BARS CONT

#4 @ 12" OC, EACH FACE

6"Ø PERFORATED PVC DRAIN

T/FTG

-1'-11"

6" NOM STONE VENEER w/ FULLY

MORTARED COLLAR JOINT

T/WALL

+1'-6"

#4 @ 12" OC, EACH FACE

#4 CONT

6" CMU GROUTED SOLID,

REINF w/ #4 @ 16" OCGRANITE PAVERS;

SEE ARCH DWGS

4" UNREINFORCED

CONC MUD SLAB

ORDNANCE GENERAL NOTE:

IN THE EVENT ANY ORDNANCE RELATED ITEMS ARE

DISCOVERED, THE CONTRACTOR SHALL STOP WORK

IMMEDIATELY AND CONTACT THE WEST POINT MILITARY POLICE.

2'- 0"

MA

X

MIN

0"

PROVIDE DOWELS TO

MATCH WALL REINF

PROVIDE REINF TO

MATCH FOOTING REINF

PROVIDE ADDIT HORIZ BAR AT

EA FACE OF WALL,REINF TO

MATCH WALL HORIZ REINF

2' - 0"

MIN

2S

2' - 0"

CLR

3"

CL

R3"

2' - 0"

S 0'

- 1

1.5S

2' - 0" 2' - 0"

SLAB ON GROUND; ROUGHEN

SURFACE @ STAIR.

SEE ARCH. DWGS. FOR

DIMENSIONS OF STAIR RISE/RUN

#4 NOSING BAR @ EACH STEP

#4 @ 16" OC EA WAY

6"

CONTRACTOR'S OPTION TO

FILL VOID w/ CONCRETE

1/2" = 1'-0"S311

2 FOUNDATION SECTION

1/2" = 1'-0"S311

4 FOUNDATION SECTION

1/2" = 1'-0"S311

3 FOUNDATION SECTION

1/2" = 1'-0"S311

1 FOUNDATION SECTION

1/2" = 1'-0"S311

5 SLAB-ON-GROUND JOINT DETAILS

1/2" = 1'-0"S311

6 SECTION AT LANDING

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1/2" = 1'-0"S311

7 TYP STEPPED FOUNDATION WALL

3/4" = 1'-0"S311

8 INTERIOR STAIR DETAIL

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IDENTIFICATION

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2x12 "LADDER" CONNECT TO 6x12 w/

(2) 1/4" x 3" LAG SCREWS @ 16" OC;

SEE DETAIL A-A

SIMPSON OHU610-SDS3 HANGER w/ (6) 1/4"Ø x 3" SDS SCREWS INTO JOIST &

(14) 1/4"Ø x 3" SDS SCREWS INTO BEAM;

TRIM END OF 6x12 AS NECESSARY SIMPSON HL55PC (w/ OPTIONAL

GUSSET PL) w/ (4) 1/2"Ø BOLTS INTO

COLUMN & (4) 1/2"Ø BOLTS INTO BEAM

AT EACH FACE OF COLUMN

INSULATION; SEE ARCH DWGS

T/BEAM = 7'-11 1/2"

2x4 WOOD SPACER; SEE ARCH DWGS

1' - 0"

8 1/2"

2x6 (CUT AS REQ'D); CONNECT TO LADDER w/ (2) 10g x 3" SCREWS @ 16" OC 2x4 @ 16" OC

2x6 SUBFASCIA

6'-9"

CONT 2x12

1/4"Ø x 3" LAG

SCREW, TYP

2x12 @ 16" OC

DETAIL A-A

GROUT SOLID 8" CMU

2x6 (CUT) SUBFASCIA

FACE BRICK, TYP

#4 @ 16" OC, DRILL AND

GROUT 12" INTO EXIST WALL

REMOVE LOOSE AND/OR DETERIORATED

PORTIONS OF WALL

INSULATION;

SEE ARCH DWGS

2x4 WOOD SPACER; SEE ARCH DWGS

#4 CONT (ALONG SLOPE OF ROOF, TYP)

CONT DOUBLE PT 2x6 w/ 1/2"Ø

THREADED ROD @ 16" OC 3

1'-3" 2x6 (CUT TO 3.7") x 2'-6" @ 16" OC w/ SIMPSON GA1 w/ (4)10d NAILS (2 PER

OUTLOOKER, ALTERNATE SIDES)

#4 @ 16" OC; DRILL

AND GROUT 12" INTO

EXIST WALL, TYP

REMOVE LOOSE AND/OR

DETERIORATED

PORTIONS OF WALL

FACE BRICK, TYP

INSULATION; SEE

ARCH DWGS

CONT DOUBLE 2x12 w/ (2)3/8"Ø x 6" LAG SCREWS

INTO EACH BEAM

ROOF RAFTER w/ SIMPSON LUS210 w/ (10)10d NAILS INTO LEDGER AND (6)10d X 1 1/2 NAILS

INTO RAFTER

SIMPSON H1 w/ (6) 8d x 1 1/2" NAILS INTO RAFTER & (4) 8d

NAILS INTO BEAM

#4 CONT, TYP

PT 2x6 SHIM

12'-9"

1/2"Ø THREADED

ROD @ 16" OC

1'-3"

TAPERED PT SILL PLATE

FACE BRICK, TYP

#4 @ 16" OC; DRILL & GROUT

12" INTO EXIST WALL

INSULATION; SEE ARCH DWGS

SIMPSON H1 w/ (6) 8d x 1 1/2" NAILS INTO RAFTER & (4) 8d

NAILS INTO BEAM

PT SILL, TYP

1/2"Ø THREADED ROD @

16" OC; DRILL & GROUT 12"

INTO EXIST WALL

CORRUGATED TIE

@ 16" OC, TYP

13'-1"

FULL BLOCKING

REMOVE LOOSE AND

DETERIORATED PORTIONS OF WALL

12" LADDER-TYPE JOINT

REINF @ EVERY JOINT

CONT #4, TYP

1/2"Ø THREADED ROD @ 16" OC

1'-3"

2x6 (CUT TO 3.7") x 2'-6" @ 16" OC w/ SIMPSON GA1 w/ (4)10d NAILS (2 PER

OUTLOOKER, ALTERNATE SIDES)

4"

8"

CONT DOUBLE PT 2x6 w/ 1/2"Ø

THREADED ROD @ 16" OC

CONT #4 (FOLLOW SLOPE

OF EXIST WALL), TYP

#4 @ 16" OC; DRILL & GROUT

12" INTO EXIST WALL, TYP

VARIES

CONT #4 (FOLLOW SLOPE

OF EXIST WALL), TYP

VARIES

MAX

1/2" INSULATION; SEE ARCH DWGS

2x6 (CUT) SUBFASCIA

PT BLOCKING AS REQ'D, TYP

2x4 WOOD SPACER;

SEE ARCH DWGS

1x4 NAILER; SEE ARCH DWGS

MAX

1/2"

3x10 (SAME GRADE & SPECIES AS ADJACENT 6x10) w/ (2) 1/2"Ø x 4", EMBED

ADHESIVE ANCHORS @ 2'-0".

RECESS ANCHOR HEADS &

PROVIDE WOOD PLUGS

2x6 STUD WALL w/

DOUBLE TOP PLATE

2x4 (CUT) SUBFASCIA

2x4 WOOD SPACER;

SEE ARCH DWGS

OUTRIGGER; SEE 3/S511

FOR ADDITIONAL

INFORMATION

2" WOOD DECKING

INSULATION;

SEE ARCH DWGS

2x4 WOOD SPACER @ 16" OC;

SEE ARCH DWGS

T/PLATE = 7'-4"

TAPERED FULL HEIGHT BLOCKINGSIMPSON H1 w/ (6) 8d x 1 1/2

NAILS INTO RAFTER AND

(4) 8d NAILS INTO BEAM

8" 8 1/2"

SEE 1/S511 FOR FASCIA

BEVELED CONT BLOCK

INSULATION;SEE ARCH DWGS ROOF RAFTER w/ HU210 w/ (8) 1/4" x 1 3/4" TITEN SCREWS INTO LEDGER AND (4)10d x 1 1/2 NAILS

INTO RAFTER

CONT DOUBLE 2x12 w/ (2) 3/8"Ø x 6"

LAG SCREWS AT EACH RAFTER

13'-1"

FULL HEIGHT BLOCKING

TAPERED PT SILL

FACE BRICK

REMOVE LOOSE AND/OR

DETERIORATED PORTIONS

OF WALL

1/2"Ø THREADED ROD @

16" OC; DRILL & GROUT

12" INTO EXIST WALL

PT SHIM

#4 @ 16" OC; DRILL & GROUT

12" INTO EXIST WALL

CONT #4, TYP

8"

CONT #4, TYP

EXIST MASONRY WALL BEYOND

FACE BRICK, TYP

L3 1/2x3 1/2x5/16; BEAR

8" AT EACH END

REMOVE LOOSE AND/OR

DETERIORATED PORTIONS OF WALL

CMU LINTEL, TYP

GROUT CMU & VOID SOLID

1" = 1'-0"S511

1 VISITORS CENTER ROOF DETAIL

1" = 1'-0"S511

3 ROOF DETAIL AT MECH ROOM EXISTING MASONRY WALL

1" = 1'-0"S511

7 ROOF DETAIL AT EXISTING MASONRY WALL & NEW ADDITION

1" = 1'-0"S511

4 ROOF DETAIL AT HIGH OVERHANG

1" = 1'-0"S511

8 ROOF DETAIL AT EXISTING CENTER MASONRY WALL

1" = 1'-0"S511

9 TYPICAL ROOF EDGE DETAIL

1" = 1'-0"S511

2 STUD WALL ROOF DETAIL

1" = 1'-0"S511

5 ROOF DETAIL AT HIGH OVERHANG 2

1" = 1'-0"S511

6 LINTEL DETAIL AT EXISTING MASONRY WALL

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US Army Corps of Engineers

New York District

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FULLY MORTARED COLLAR JOINT

EXIST STONE

MASONRY WALL

REMOVE AND RESET

BRICK FACING

DUR-O-WALL DA5431 SS VENEER TIE @ 16" OC

EACH WAY, w/ SIMPSON 1/2"Ø x 1'-4" TITEN

SCREW (EMBED IN EXIST MORTAR JOINT)

1/2" PLATE w/ (3) SETS OF (2) 1/2"Ø x 2'-0" LONG THREADED RODS SET

IN NON-EPOXY GROUT

FILL VOID w/ GROUT TO

ENSURE FULL BEARING

GROUT COLLAR

JOINTS SOLID

2 ROWS OF 8" CMU,

GROUTED SOLID

BRICK VENEER,

EACH SIDE

EXISTING STONE

MASONRY WALL

6"

1" 4"

6"

1/2" PLATE w/ (2) ANCHORS

REMOVE REMNANTS

OF EXISTING WOOD

LINTELS AND FILL VOID

w/ MASONRY, T YP

° 70°

VERTICAL

OPENING; SEE ARCH

(3)2x6 HEADER w/ PLYWOOD SHIMS

(WIDTH TO MATCH WALL STUD) AT

DOORS & WINDOWS. (3)2x8

HEADER AT DEMOUNTABLE WALL

NOTE:

PROVIDE SINGLE JACK STUD

AND DOUBLE KING STUD AT

EACH END OF HEADER.

2X6 STUD WALL

3/4" = 1'-0"S512

1 FACE BRICK DETAIL

1 1/2" = 1'-0"S512

3 SECTION AT EXISTING CENTER MASONRY WALL

1/2" = 1'-0"S512

4 EAST ELEVATION OF EXISTING CENTER MASONRY WALL

1" = 1'-0"S512

2 TYPICAL HEADER DETAIL

1/2" = 1'-0"S512

5 SOUTH ELEVATION OF EXISTING NORTH MASONRY WALL

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REBUILD TOP OF WALL (HEIGHT=2'0")

TO MATCH EXISTING.

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N S

TI

TU

TI

O

N

IS

LA

N

D

ED

U C

AT

IO

N C

EN

TE

R

PR

O

JE

C T

G O

SH

O

W P

R O

JE

C

T

.0

S O

LI

C

IT

A

TI

O

N N

O

FI

LE

N

AM

E:

D W

N B

Y:

M

Z C

KD

B

Y:

M

B

D

ES

IG

N

E D

B Y:

TO

D

AT

E:

S

IZ

E

S U

BM

IT

TE

D

B Y:

G O

SH

O

W A

R C

H

IT

EC

TS

P

LO

T

SC

AL

E:

C O

N

TR

A C

T N

O

A N

S I D

W

2D S-

-D

-0

SHEET

IDENTIFICATION

W es t 2 8t h St re et

, 5 F l / N ew Y or k, N Y

P

.2

.3

/ F

.2

.7

P

LO

T D

AT

E:

C re sc en t R oa d

- C lif to n Pa rk , N

Y

M .J

. E ng in ee rin g an d

La nd

S ur ve yi ng , P

.C

REBUILD OUTER FACE OF

WALL TO MATCH EXISTING.

REMOVE ENTIRE

MORTAR CAP

1/2" = 1'-0"S513

1 INTERIOR ELEVATION OF EXISTING EAST MASONRY WALL

1/2" = 1'-0"S513

2 EXTERIOR ELEVATION OF EXISTING EAST MASONRY WALL

1/2" = 1'-0"S513

3 NORTH ELEVATION OF EXISTING NORTH MASONRY WALL

C :\U se rs

\e pr itt in g\ D es kt op \A

C C

I-0 3-

A -W

A R

N E

R _L oc al

L P

.rv t

6/

/2

2:

:3

P

M N

O S

C A

LE

S513

.1

9.

PH

O

TO

G

R

AP

H S

O F

E

XI

ST

IN

G C

O N

D

IT

IO

N

S fil en am e

REBUILD FULL THICKNESS OF WALL AT

PASSAGEWAY TO MATCH EXISTING.

REBUILD INNER FACE OF WALL TO

MATCH EXISTING.

REBUILD BRICK FACE, SEE ALSO 1/S512

FOR ADDITIONAL INFORMATION.

LAVATORY

LAV

LB

LIGHTING

LOW POINT

LTG

LP

LF LINEAR FEET

LENGTH, LONG

LBS, POUND(S)

PLMB

PLYWD

POLY

POWER

PSF

PSI

PTD

PVC

PWR

QT

QTY

PLUMBING

PLYWOOD

POLYISOCYANURATE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PAINT(ED)

POLYVINYL CHLORIDE

QUARRY TILE

QUANTITY

RADIUS

ROOM

RAD

RCP

RD

REFG

REFL

REINF

REQD

RL

RM

SECTION

SIMILAR

RO

SC

SCHED

SECT

SF

SIM

REFLECTED CEILING PLAN

ROOF DRAIN

REFRIGERATOR

REFLECTED

REINFORCE(D,MENT)

REQUIRED

RAIN LEADER

ROUGH OPENING

SOLID CORE

SCHEDULE(D)

SQUARE FOOT

SQUARE

STEEL

SPEC

SQ

SS

STD

STL

STOR

STRUC

SUSP

T&G

TEL

TEMP

SPECIFICATION(S)

STAINLESS STEEL

STANDARD

STORAGE

STRUCTURAL

SUSPENDED

TONGUE AND GROOVE

TELEPHONE

TEMPERATURE

R RISER

TOP OF

TYPICAL

THRU

TO

TOS

TYP

UTILITY

UH

UL

UON

UTIL

VB

VCT

THROUGH

TOP OF SLAB

UNIT HEATER

UNDERWRITE…