03.3 Drawing Structural Ph3.pdf

A1

SD-101

C1

SD-101

C2

SD-101

C3

SD-101

B3

SD-101

A3

SD-101

A4

SD-101

D:SECT3802

SECTION SHOWING DEMOLITION OF EXG STAIRS IN NEW ELEVATOR LOCATION

3/8" = 1'-0"

B3

SD-101

CD

T/FIRST FL. EL. ±603'-9"

T/ASSEMBLY FL. EL. ±609'-9"

EXG. ±2" TERRAZZO

FINISH, FIELD VERIFY

LOCATIONS

EXG. ±2" TERRAZZO

FINISH, FIELD VERIFY

LOCATIONS

18'-9"±

T/SECOND FL. EL. ±615'-9"

EXG. ±4"

CONC SLAB

ON GRADE

3"±

CONC. JOIST AND SLAB FLOOR

FIELD VERIFY JOIST LOCATIONS

EXISTING CONC.

BEAM

EXISTING ±4"

CONC. SLAB

EXISTING ±2"

TERRAZZO FINISH

T/ASSEMBLY ROOF

EL. ±618'-10"

T/ROOF EL ±627'-9"

CONC. JOIST AND SLAB FLOOR

FIELD VERIFY JOIST LOCATIONS

EXG. ±4" CONC

SLAB ON GRADE

7"±

7"±

7"±

5'-2" 13'-6" 8'-6"

EXISTING STAIR AND TUNNEL

STRUCTURE TO BE REMOVED

SEE A3/SD-101 FOR EXTENT

OF REMOVALS

EXG. ±2" TERRAZZO

EXG. ±4"

CONC SLAB

EXG. ±4"

CONC SLAB

EXG. ±4"

CONC SLAB

EXG. CONC.

FOOTINGS

EXG. CONC. STAIR

AND WALL

8"±

NOTE:

CROSS-HATCHED AREAS DENOTE

EXISTING STRUCTURE TO REMAIN.

EXG. ±2" TERRAZZO

EXISTING STAIRS TO BE

REMOVED

±1'-1"

6'-5"±

7'-0"±

PORTION OF EXISTING

FLOOR TO BE REMOVED

EXISTING CONC.

BEAM TO BE

REMOVED

±1'-1"

6'-2"

7'-0"

7"±

A3

SD-101

NOTE:

INSTALL NEW STEEL BEAMS PRIOR TO

REMOVAL OF EXISTING ROOF STRUCTURE

EXISTING ROOFING NOT SHOWN

REFER TO ARCHITECTURAL DRAWINGS

FOR INFORMATION

NOTE:

C1

S-301

B4

SD-101

8" 8"

NEW W12 x 26

NEW W12 x 26 BEYOND

NEW W12 x 26

B

8'-2"±

TYP DEMO SECTION AT EXG ROOF LEVEL

1/2"= 1'-0"

D:DEMO1201

EXG CONC

ROOF SLAB

EXG CONC

ROOF BEAM

EXG CONC SLAB

TO BE REMOVED

1'-6"

COORDINATE w/ A4/SD-101

FOR SECTION LOCATIONS

PAINT ANY EXPOSED

EXG REINFORCING

EXPOSED DURING

SLAB DEMO w/ GALV

REPAIR PAINT.

TYP DEMO SECTION AT EXG ROOF LEVEL

1/2"= 1'-0"

D:DEMO1202

EXG CONC

ROOF SLAB

EXG CONC SLAB

TO BE REMOVED

1'-6"

EXG CONC

ROOF BEAM

COORDINATE w/ A4/SD-101

FOR SECTION LOCATIONS

PAINT ANY EXPOSED

EXG REINFORCING

EXPOSED DURING

SLAB DEMO w/ GALV

REPAIR PAINT.

D:DEMOPLAN1802

EXG SECOND FLOOR DEMO PLAN

1/8" = 1'-0"

A1

S-307

11 14

C

B

D

C'

EXG SLAB AT EL 615'-9"

TO REMAIN

EXG SLAB AT EL 609'-9"

TO REMAIN

EXISTING STAIRS

TO BE REMOVED

PORTION OF EXISTING

FLOOR TO BE

REMOVED

D:DEMOPLAN1801

EXG FOUNDATION/FIRST FLOOR

1/8" = 1'-0"

A1

SD-101

DEMO PLAN

11 14

C

B

D

18'-8"±

REMOVE STAIR

UP TO ASSEMBLY

FLOOR

REMOVE STAIR

UP TO ASSEMBLY

FLOOR

C3

SD-101

A

B

C

CROSS-HATCHED AREA

DENOTES AREA OF

EXISTING SLAB TO

BE REMOVED.

A

PORTION OF

EXISTING TUNNEL

8" CONC. WALL

TO BE REMOVED

B

PORTION OF

EXISTING TUNNEL

8" BLOCK WALL

TO BE REMOVED

C

EXISTING CONC.

STAIR & FTG. TO

BE REMOVED

NOTE: FOR SLAB & WALL REMOVALS

SAWCUT AT EDGES TO BE REMOVED

DO NOT OVERCUT AT CORNERS.

3'-1"± 3'-1"±

DEMOLITION KEY PLAN

1/2"= 1'-0"

D:DEMO-DETL1201

C2

SD101

C2

SD101

C2

SD101

C2

SD101

C1

SD101

C1

SD101

C1

SD101

C2

SD101

C2

SD101

C2

SD101

C2

SD101

C2

SD101

C2

SD101

C2

SD101

C1

SD101

C2

SD101

C2

SD101

C2

SD101

NOTE:

FOR SLAB ON GRADE DEMOLITION SEE DWGS S-101 AND S-102

FOR LOCATIONS. VERIFY LOCATIONS WITH ARCH'T AND MEP DWGS.

SEE DWG S-304 FOR TYPICAL NEW SLAB ON GRADE DETAILS.

SEE PLANS ON DWGS S-103 AND S-104 FOR NEW MEP OPENINGS IN

EXISTING CONC. SLAB. VERIFY QUANTITY, SIZE< AND LOCATION(s) w/ ARCH'T/MEP DWGS. DO NOT CUT INTO ANY EXISTING CONC RIBS

IN SLAB; MOVE OPENING AS REQ'D.

COORDINATE w/ ARCH'T/MEP DWGS FOR ALL NEW OPENING IN CONC

ROOF SLABS. DO NOT CUT INTO ANY EXISTING CONC RIBS IN SLAB;

MOVE OPENING AS REQ'D.

EXG 4" SLAB

ON GRADE

EXG 4" CONC

SLAB

EXG 6'-3"SQ

FTG

EXG CONC SLAB

TO BE REMOVED

TO REMAIN

EXG CONC SLAB

TO BE REMOVED

TO REMAIN

DEMO SECTION

1/2"= 1'-0"

D:DEMO-SECT1209

EXG COLUMN GRID

TO REMAIN

EXG CONC BM

TO REMAIN

±3'-1"

EXG TUNNEL WALL

BEYOND TO REMAIN

PORTION OF

EXG. CONC.

TUNNEL WALL

BEYOND TO

PORTION OF

EXG. CONC.

TUNNEL WALL

BEYOND TO BE

REMAIN REMOVED

B4

SD-101

D:DEMOPLAN1803

EXISTING ROOF DEMO PLAN

1/8" = 1'-0"

A1

SD-101

11 14

C

D

PORTION OF

EXISTING ROOF TO

BE REMOVED

EXG ROOF SLAB AT

EL 627'-9" TO REMAIN

4'-10" 9'-0" 4'-10"

C1

S-301

NOTE:

INSTALL NEW BEAMS PRIOR TO CUTTING HOLE IN

THE EXISTING ROOF. DO NOT OVERCUT CORNERS.

NEW W12 x 26

SEE C1/S-301

NEW W12 x 26

SEE C1/S-301

NEW W12 x 26

SEE A4/S-301 &

A1/SD-101

NEW W12 x 26

SEE A4/S-301 &

A1/SD-101

1 2 3 4 5

A

B

C

D

SHEET ID

P a r k w a y

L a n e

S u i t e

P e a c h t r e e

C o m e r s

G

A

P h o n e

F a x

P O

N D

J O

B

S I Z

E

A N

S I

D

F I L E

A M

E

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

C T

F I

U N

B E

R

D A

T E

D E

S C

R I P

T I O

N M

A R

K

Q P

K

D

E S

I G

N

S o u h

S l i n a

S t r e e t

S u i

B o x

S y r a c u s e

Y

Q P

K

J O

B

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

A

M D

N

Y A

G i a g a r a

F a l l s S

D d w g

R E

N O

V A

E

R A

T I O

R A

I N

I N

G

F A

C I L

I T

Y

B

U I L

D I N

G

N E

W

Y

O R

K

A

I

T

I O

N A

L

G

U A

R D

N I A

G A

F

L

S

E R

V

A

T I O

N

N E

W

Y

O R

K

A

T

I O

N A

L

G

U A

R D

E N

D M

E N

D E

M O

L I T

I O

N

P

L A

N s S

E C

T I O

T

A I L

S

SD-101

100% B3 SUBMITTAL

S U

B M

IT

T

E D

B Y

G

L K

IS

S

U E

D A

T E

M

A R

C H

S-101

B5

S-101

41.3

20 SF

50 SF

100 SF

500 SF

GENERAL DESIGN

1.

DESIGN LOADS:3.

a.

22.5 22.5 70.5 51.7 33.0

38.2 21.4 21.6 67.0 49.2 31.3

15.7 19.8 20.7 62.1 45.5 29.0

27.9 19.018.5 57.8 42.4 27.0

24.8 15.8 18.0 49.4 36.2 23.1

NOTES:

* - ZONE DEFINED IN BUILDING CODE USING A = 9.6 ft.

** - PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND

AWAY FROM THE SURFACES, RESPECTIVELY

1 22

2 33

2 33

NO SCALE

GENERAL DESIGN

D:GENERAL DESIGN NOTES

FLOOR LIVE LOADS:

GROUND SNOW LOAD

FLAT-ROOF SNOW LOAD

SNOW EXPOSURE FACTOR

SNOW LOAD IMPORTANCE FACTOR

THERMAL FACTOR

SEISMIC DESIGN DATA:

Pg = 35 PSF

Ce = 0.9

Pf = 26.5 PSF

Ct = 1.0

Is = 1.2

1.

2.

4.

3.

5.

c.

SEISMIC IMPORTANCE FACTOR

MAPPED SPECTRAL RESPONSE ACCELERATION

MAPPED SPECTRAL RESPONSE ACCELERATION

SPECTRAL RESPONSE COEFFICIENT

1.5

S = 0.21 g

S = 0.06 g

S = 0.14

2.

4.

3.

SPECTRAL RESPONSE COEFFICIENT

5.

SITE CLASS

SEISMIC DESIGN CATEGORY

BASIC SEISMIC FORCE RESISTING SYSTEMS:

S = 0.04

A

B7.

6.

ANALYSIS PROCEDURE

8.

9.

SEISMIC BASE SHEAR

EQUIVALENT LATERAL FORCE

V = 45 k

10.

11.

SEISMIC RESPONSE COEFFICIENT Cs = 0.0112.

WIND LOAD (MAIN WIND-FORCE RESISTING SYSTEM):d.

ULTIMATE DESIGN WIND SPEED (3 SEC GUST) Vult=120 MPH

2.

5. COMPONENT AND CLADDING NOT SPECIFICALLY DESIGNED

HEREIN SHALL BE DESIGNED FOR THE FOLLOWING NET

DESIGN WIND PRESSURES; BASED ON TRIBUTARY AREA.

ROOF LIVE LOADS:b.

STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2015 INTERNATIONAL

BUILDING CODE AS MODIFIED BY UFC 3-301-01.

CONTRACTOR SHALL VERIFY IN THE FIELD ALL EXISTING CONDITIONS AT

THE SITE PRIOR TO BEGINNING ANY WORK. IF EXISTING FIELD CONDITIONS

DO NOT PERMIT THE INSTALLATION OF THE WORK IN ACCORDANCE WITH

THE DETAILS AS SHOWN, NOTIFY ENGINEER IMMEDIATELY.

2.

6. SNOW DRIFT LOADING DETERMINED IN ACCORDANCE

WITH ASCE 7-10.

DS

D1

S

ROOF PLANWALL ELEVATION

BUILDING COMPONENT & CLADDING PRESSURE (psf)

Effective

Wind

Area

WALL ROOF

Zone 5 Zone 4 Zone 3 Zone 2 Zone 1

10 SF

CONCRETE MOMENT FRAME

3.

RISK CATEGORY IV

1.

WIND EXPOSURE CATEGORY B

INTERNAL PRESUURE ± 0.184.

NOTES:

WIND LOADS ARE CALCULATED FROM THESE PARAMETERS FOR EACH

SURFACE OF THE MAIN WIND-FORCE RESISTING SYSTEM.

UNIFORM

(PSF)

CONCENTRATED

(POUNDS)

LIVE LOAD

REDUCTION

OCCUPANCY

OR USE

100 N/A NOASSEMBLY

50 2,000 YESOFFICE

NOTES

LIVE LOAD REDUCTION IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS.

RISK CATEGORY IV1.

22.5

21.4

19.8

18.5

15.8

N/A

N/A

YES

NOMECHANICAL RM

CORRIDORS

ABOVE 1st FLOOR

KEY PLAN

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

PLAN NORTH

1/8"

D

1 3

G

A

E

C

F

6a

H

13'

E'

H'

6a

F'

J'

16'15'

L'

G'

K'

10'

12'

B

9'

NEW

ELEVATOR

M A

T C

H

L I N

E

D:PLAN1801-1

PARTIAL FOUNDATION/FIRST FLOOR FRAMING PLAN

1/8" = 1'-0"

TOP OF EXG CONCRETE SLAB EL + 603'-9"

UNLESS NOTED OTHERWISE.

PLAN NOTES:

1.

2.

T/EXG CONC SLAB EL (-4'-0")

T/EXG. FLOOR EL (-4'-0")

A1

S-306

T

Y

P

A1

S-303

7'-0 1/4"

A1

S-303

1" 1"

A1

S-303

A1

S-303

SEE A1/S-303

FOR INFO

SEE A1/S-303

FOR INFO

A1

S-303

A1

S-303

SEE A1/S-303 FOR INFO

B1

S-301

C1

S-306

TYP

FOUND WALL

FACE OF EXG

FACE OF EXG

FOUND WALL

A1

S-306

T

Y

P

FOUND WALL

FACE OF EXG

FACE OF EXG

FOUND WALL

FACE OF EXG

FOUND WALL

FACE OF EXG

FOUND WALL

C J

DENOTES AREA OF

NEW 4" CONC SLAB

ON GRADE

FLOOR CONSTRUCTION:

4" SOG - DENOTES 4" THICK SLAB ON GRADE.

REFER TO DETAIL A1/S-304 FOR ADDITIONAL

INFORMATION.

ES - DENOTES EXISTING 4" SLAB ON GRADE

TO REMAIN.

VERIFY LOCATIONS OF ALL UNDER SLAB

MEP SYSTEMS AND SLAB DEPRESSIONS WITH

MEP/ARCH'T DWGS.

4.

NEW 4" SLAB ON

GRADE. SEE PLAN

NOTE #5.

ES - SEE

NOTE #3

NEW 4" SLAB ON

GRADE. SEE PLAN

NOTE #5.

NEW 4" SLAB ON

GRADE. SEE PLAN

NOTE #5.

NEW 4" SLAB ON

GRADE. SEE PLAN

NOTE #5.

NEW 4" SLAB ON

GRADE. SEE PLAN

NOTE #5.

NEW 4" SLAB ON

GRADE. SEE PLAN

NOTE #5.

E E

N O

3.

E E

N O

ES - SEE

NOTE #3

ES - SEE

NOTE #3

L'

10' 13'12'

9'

PARTIAL PLAN AT ELEVATION 599'-9"

1/8" = 1'-0"

SEE PLAN AT A1/S-101 FOR REMAINDER OF INFO.

1" C OF

3 x 3 HSS

HSS3x3x1/4

L

A4

S-307

D:PLAN1801

A4

S-301

A2

S-301

SEE DWG SD-101

FOR DEMOLITION

ON GRADE

B1

S-301

COORDINATE SIZE, LOCATION, AND

QUANTITY OF ALL FLOOR OPENINGS

AND SLAB DEPRESSIONS w/ ARCH'T

AND MEP DRAWINGS. SEE SECT B2/S-302.

5.

O

P

P

H

A

N

D

NOTE:

5'-6" 7'-8" 5'-6"

±1'-11

D3

S-101

1 2 3 4 5

A

B

C

D

SHEET ID

r k w a y

L a n e

S u i

P e a c h t r e e

C o m e r s

G

A

P h o n e

F a x

P O

B

S I Z

E

A N

S I

D

F I

M

E

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

F I

N

B E

R

D A

T E

D E

S C

R I P

T I O

N M

A R

K

Q P

K

D

E S

I G

N

S o u l i n a

S t r e e t

S u i

B o x

S y r a c u s e

Q P

K

J O

B

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

A

M D

N

Y A a g a r a

F a l l s S d w g

R E

N O

V A

E

R A

T I O

A

I N

I N

G

F A

C I L

I T

Y

B

U I L

D I N

G

N E

W

Y

O R

K

A

T

I O

N A

L

G

U A

R D

N I A

G A

L

S

E R

A

T I O

N

N E

W

Y

O R

K

A

T

I O

N A

L

G

U A

R D

E N

D M

E N

P A

R T

I A

L

F

I R

O

A

M I N

G

P

L A

N

A N

D

G

E N

E R

T

E S

S-101

100% B3 SUBMITTAL

S U

B M

IT

T

E D

B Y

G

L K

IS

S

U E

D A

T E

M

A R

C H

S-102

A4

S-102

B4

S-102

C4

S-102

D:CONCRETENOTES01

CONCRETE NOTES

NO SCALE

CAST-IN-PLACE CONCRETE CONSTRUCTION SHALL COMPLY WITH THE

FOLLOWING CODES AND STANDARDS:

ACI 117 "STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE

CONSTRUCTION AND MATERIALS".

ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE".

ACI 304 "GUIDE FOR MEASURING, MIXING, TRANSPORTING AND PLACING

CONCRETE".

ACI 305, ACI A306, ACI A318 "BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE".

ACI 347 "GUIDE TO FORMWORK FOR CONCRETE".

ACI DETAILING MANUAL

CONCRETE REINFORCING STEEL INSTITUTE (CRSI), "MANUAL OF

STANDARD PRACTICE".

MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS (NORMAL WEIGHT):

FOOTING/GRADE BEAMS

REINFORCING STEEL

WELDED WIRE FABRIC

UNLESS NOTED OTHERWISE, REINFORCING STEEL SHALL HAVE THE FOLLOWING

CONCRETE COVER:

CONCRETE CAST AGAINST OR EXPOSED TO EARTH

CONCRETE EXPOSED TO EARTH OR WEATHER

CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH:

SLAB AND WALLS

PIERS

REINFORCING STEEL SPLICES ARE TO BE CLASS 'B' (U.N.O.).

1.

2.

3.

4.

5.

6.

A.

B.

C.

D.

F.

E.

G.

A. F'c = 4,000psi

ASTM A615, GRADE 60 (Fy = 60 ksi)

ASTM A185

A.

B.

A.

B.

3"

2"

3/4"

1 1/2"

PROVIDE MINIMUM BAR SUPPORT SYSTEMS AS FOLLOWS:

USE PLASTIC SPACERS IN WALLS

SUPPORT BARS AND CHAIRS FOR DECK REINFORCING SYSTEM AT

MAXIMUM 36" SPACING SUPPORT BARS SHALL BE NO LESS THAN SIZE #4.

7.

A.

B.

DEFORMED, UNLESS SPECIFICALLY

NOTED OTHERWISE

PIERSB. F'c = 3,000psi

D:STEELDECKNOTES01

STEEL DECK NOTES

NO SCALE

FURNISH AND INSTALL STEEL DECK IN ACCORDANCE WITH STEEL DECK

INSTITUTE SPECIFICATIONS AND THE CONTRACT DOCUMENTS.

BUILDING ROOF DECKS: SEE FRAMING PLAN(s) FOR EXTENT

1 1/2"-22GA METAL ROOF DECK, TYPE B WIDE RIB, ASTM A653, GRADE 40

WELDING TO BE DONE IN ACCORDANCE WITH AWS D1.3 'STRUCTURAL

WELDING CODE - SHEET STEEL', (U.N.O.).

NO LOADS SHALL BE HUNG FROM ROOF DECK.

CONTRACTOR SHALL PROVIDE ADDITIONAL SUPPORT FRAMING FOR ALL DECK

OPENINGS THAT EXCEED 10 INCHES IN ANY DIRECTION. STRUCTURAL SUPPORT

SHALL BE PROVIDED ON ALL SIDES OF OPENINGS.

REQUIRED MINIMUM PROPERTIES:

Sp

Sn

DECK SHALL EXTEND OVER 3 SPANS MINIMUM

= 0.170 in4

= 0.190 in3

= 0.200 in3

Ip

1.

2.

3.

4.

5.

D:STEELNOTES01

STRUCTURAL STEEL NOTES

NO SCALE

MATERIALS (ALL CANOPY STEEL TO BE GALVANIZED)

STRUCTURAL STEEL

W AND WT SHAPES

HOLLOW STRUCTURAL SECTIONS

PLATES, BARS, OTHERS

BOLTS

CONNECTORS

ANCHOR RODS

WELDING ELECTRODES

WELDING TO CONFORM TO AWS D1.1 "STRUCTURAL WELDING CODE".

WELDING ELECTRODES FOR MANUAL ARC WELDING ARE TO CONFORM TO

AWS SPEC A5.1 OR ASTM A233, E70 SERIES.

SHOP CONNECTIONS

FIELD CONNECTIONS

CONTRACTOR SHALL VERIFY IN THE FIELD ALL EXISTING CONDITIONS AT THE

SITE PRIOR TO BEGINNING ANY WORK. IF EXISTING CONDITIONS DO NOT

PERMIT INSTALLATION OF THE WORK IN ACCORDANCE WITH THE DETAILS

AS SHOWN, NOTIFY ARCHITECT AND/OR ENGINEER IMMEDIATELY.

1.

2.

3.

4.

5.

A.

B.

C.

1.

2.

3.

1.

2.

ASTM A992 (Fy = 50 ksi)

ASTM A500, GRADE B (Fy = 46 ksi)

ASTM A36

ASTM A325 N (U.N.O.)

ASTM F155A, GRADE 36

E70XX SERIES

WELDED (U.N.O.)

3/4" HIGH STRENGTH BOLTS (U.N.O.)

KEY PLAN

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

PLAN NORTH

1/8"

16'

A

H

B

C

G

E

F

16 1919a

D

M A

T C

H

L I N

E

D:PLAN1801-2

PARTIAL FIRST FLOOR FRAMING PLAN

1/8" = 1'-0"

E'

H'

F'

J'

L'

G'

K'

A1

S-306

T

Y

P

A1

S-303

A1

S-303

7'-0 1/4"

SEE A1/S-303

FOR INFO

C1

S-306

TYP

1" 1"

A1

S-303

A1

S-303

SEE A1/S-303

FOR INFO

FACE OF EXG

FOUND WALL

FACE OF EXG

FOUND WALL

FACE OF EXG

FOUND WALL

FACE OF EXG

FOUND WALL

FACE OF EXG

FOUND WALL

NEW 4" SLAB ON

GRADE. SEE PLAN

NOTE #5.

TOP OF EXG CONCRETE SLAB EL + 603'-9"

UNLESS NOTED OTHERWISE.

PLAN NOTES:

1.

2. FLOOR CONSTRUCTION:

4" SOG - DENOTES 4" THICK SLAB ON GRADE.

REFER TO DETAIL A1/S-304 FOR ADDITIONAL

INFORMATION.

ES - DENOTES EXISTING 4" SLAB ON GRADE

TO REMAIN.

VERIFY LOCATIONS OF ALL UNDER SLAB

MEP SYSTEMS AND SLAB DEPRESSIONS WITH

MEP/ARCH'T DWGS.

4.

3.

ES - SEE

NOTE #3.

ES - SEE

NOTE #3.

E E

N O

NEW 4" SLAB ON

GRADE. SEE PLAN

NOTE #5.

ES - SEE

NOTE #3.

NEW 4" SLAB ON

GRADE. SEE PLAN

NOTE #5.

E E

N O

COORDINATE SIZE, LOCATION, AND

QUANTITY OF ALL FLOOR OPENINGS

AND SLAB DEPRESSIONS w/ ARCH'T

AND MEP DRAWINGS. SEE SECT B2/S-302.

5.

1 2 3 4 5

A

B

C

D

SHEET ID

r k w a y

L a n e

S u i

P e a c h t r e e

C o m e r s

G

A

P h o n e

F a x

P O

B

S I Z

E

A N

S I

D

F I

M

E

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

F I

N

B E

R

D A

T E

D E

S C

R I P

T I O

N M

A R

K

Q P

K

D

E S

I G

N

S o u l i n a

S t r e e t

S u i

B o x

S y r a c u s e

Q P

K

J O

B

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

A

M D

N

Y A a g a r a

F a l l s S d w g

R E

N O

V A

E

R A

T I O

A

I N

I N

G

F A

C I L

I T

Y

B

U I L

D I N

G

N E

W

Y

O R

K

A

T

I O

N A

L

G

U A

R D

N I A

G A

L

S

E R

A

T I O

N

N E

W

Y

O R

K

A

T

I O

N A

L

G

U A

R D

E N

D M

E N

P A

R T

I A

L

F

I R

O

A

M I N

G

P

L A

N

S-102

100% B3 SUBMITTAL

S U

B M

IT

T

E D

B Y

G

L K

IS

S

U E

D A

T E

M

A R

C H

S-103

KEY PLAN

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

PLAN NORTH

1/8"

D3

S-103

F

6 9

J'

1 2 3 5

H

A

D

C

E

G

4 6a 7 9

6a 8

L'

G'

E'

H'

F'

K'

B

11 14

M A

T C

H

L I N

E

16'10'

13'12'

15'

9'

D:PLAN1801-3

PARTIAL SECOND FLOOR FRAMING PLAN

1/8" = 1'-0"

NEW

ELEVATOR

W10 x 12

W10 x 12

B1

S-302

HSS 4 x 4 x 1/4 COL

HSS 4 x 4 x 1/4 COL

W x x

B

E L O

W

E

X

O

F

C

O N

S T

R U

C T

I O

N

A3

S-302

A3

S-302

S

I

M

W10 x 12

MEP

MEP

MEP

E B

TOP OF EXG CONCRETE SLAB EL +615'-9"

UNLESS NOTED OTHERWISE.

PLAN NOTES:

1.

2. DENOTES SLAB OPENING FOR MEP.

COORDINATE SIZE, LOCATION, AND

MEP

QUANTITY OF ALL FLOOR OPENINGS

W10 x 12

W x

W x

C1

S-302

W10 x 12

W10 x 12

EXG 12 x 12

COL BELOW

EXG 10 x 18

BM BELOW

EXG 10 x 18

BM BELOW

D3

S-302

EXG 12 x 16

BM BELOW

EXG 12 x 16

BM BELOW

D3

S-302

D1

S-302

D1

S-302

D2

S-302

B1

S-302

O

H

AND SLAB DEPRESSIONS w/ ARCH'T

C1

S-303

C3

S-303

C4

S-303

T/EXG CONC SLAB EL (-6'-0")

A4

S-301

FACE OF EXG

CONC BM

FACE OF EXG

CONC BM

FACE OF EXG

CONC BM

L'

A4

S-306

10' 13'12'

9'

PARTIAL SECOND FLOOR FRAMING PLAN

1/8" = 1'-0"

SEE PLAN AT A1/S-103 FOR REMAINDER OF INFO.

MEP MEP

MEP MEP MEP

MEP MEP MEP

MEP MEP MEP

MEP MEP MEP

MEP MEP MEP

MEP MEP MEP

MEP MEP MEP

MEP

MEP

MEP

MEP

MEP

MEP

MEP

MEP

MEP

MEP

MEP MEP MEP

MEP

MEP

MEP MEP

MEPMEP

AND MEP DRAWINGS. SEE SECT B2/S-302.

3.

M

E T

A L

S T

U D

S o c

W 12 x 16

W x

1" C OF

C1

S-307

B1

S-307

3 x 3 HSS

HSS3x3x1/4

L

SEE NOTES AT B2/S-302.

D1

S-307

A1

S-307

T/EXG. TERRAZZO

FINISH EL (-6'-0")

OPEN

7'-8" 5'-6"5'-6"

18'-8"±

6"± 6"±

±4'-4

" ±4'-4

T/EXG. TERRAZZO

FINISH EL (-6'-0")

SEE ARCH. DWG.'S

FOR STAIR

REQUIREMENTS

SEE ARCH. DWG.'S

FOR STAIR

REQUIREMENTS

NEW CHANNEL

SEE A4/S-301

NEW 5"x5"x16 GA.

BENT PLATE

1'-6

1'-6

W10 x 12

4'-3"

6'-0

W10 x 12

3"

3"

2'-10"

EXG 12 x 16

BM BELOW

3"

3"

EXG 8 x 24

NEW 14" x 16"

OPENING

EXG 12 x 20

CONC BM

6'-1" 6'-8"

REMOVE EXG CONC

SLAB & BEAMS AS REQ'D

FOR MECH OPENING.

1'-8"

EXG 8 x 24

CONC BM

6'-10" 5'-8"

D4

S-302

A4

S-301

D4

S-302

O

H

1 2 3 4 5

A

B

C

D

SHEET ID

r k w a y

L a n e

S u i

P e a c h t r e e

C o m e r s

G

A

P h o n e

F a x

P O

B

S I Z

E

A N

S I

D

F I

M

E

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

F I

N

B E

R

D A

T E

D E

S C

R I P

T I O

N M

A R

K

Q P

K

D

E S

I G

N

S o u l i n a

S t r e e t

S u i

B o x

S y r a c u s e

Q P

K

J O

B

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

A

M D

N

Y A a g a r a

F a l l s S d w g

R E

N O

V A

E

R A

T I O

A

I N

I N

G

F A

C I L

I T

Y

B

U I L

D I N

G

N E

W

Y

O R

K

A

T

I O

N A

L

G

U A

R D

N I A

G A

L

S

E R

A

T I O

N

N E

W

Y

O R

K

A

T

I O

N A

L

G

U A

R D

E N

D M

E N

P A

R T

I A

L

S

E C

O N

D

F

L O

A

M I N

G

P

L A

N

S-103

100% B3 SUBMITTAL

S U

B M

IT

T

E D

B Y

G

L K

IS

S

U E

D A

T E

M

A R

C H

S-104

KEY PLAN

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

PLAN NORTH

1/8"

19a

B

A

C

E

F

G

H

18 2119

D

M A

T C

H

L I N

E

16'

D:PLAN1801-4

PARTIAL SECOND FLOOR FRAMING PLAN

1/8" = 1'-0"

E'

H'

F'

J'

L'

G'

K'

W x

W x

MEP

MEP

MEP

D1

S-302

C1

S-302

D2

S-302

D2

S-302

S

I

M

C2

S-303

C3

S-303

REMOVE EXG CONC

SLAB AS REQ'D FOR

MECH OPENING. DO

NOT CUT EXG CONC

B2

S-302

FACE OF EXG

CONC BM

FACE OF EXG

CONC BM

FACE OF EXG

CONC BM

FACE OF EXG

CONC BM

MEP MEP

BEAMS. (SIM B2/S-302).

TOP OF EXG CONCRETE SLAB EL +615'-9"

UNLESS NOTED OTHERWISE.

PLAN NOTES:

1.

2. DENOTES SLAB OPENING FOR MEP.

COORDINATE SIZE, LOCATION, AND

MEP

QUANTITY OF ALL FLOOR OPENINGS

AND SLAB DEPRESSIONS w/ ARCH'T

AND MEP DRAWINGS. SEE SECT B2/S-302.

3.

SEE NOTES AT B2/S-302.

8'-2"

REMOVE EXG CONC

SLAB AS REQ'D FOR

MECH OPENING. DO

NOT CUT EXG CONC

BEAMS. (SIM B2/S-302).

±15"

5"

W x

3'-4" 3'-6"

4'-8"

REMOVE EXG CONC

SLAB & BEAMS AS REQ'D

FOR MECH OPENING.

1 2 3 4 5

A

B

C

D

SHEET ID

r k w a y

L a n e

S u i

P e a c h t r e e

C o m e r s

G

A

P h o n e

F a x

P O

B

S I Z

E

A N

S I

D

F I

M

E

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

F I

N

B E

R

D A

T E

D E

S C

R I P

T I O

N M

A R

K

Q P

K

D

E S

I G

N

S o u l i n a

S t r e e t

S u i

B o x

S y r a c u s e

Q P

K

J O

B

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

A

M D

N

Y A a g a r a

F a l l s S d w g

R E

N O

V A

E

R A

T I O

A

I N

I N

G

F A

C I L

I T

Y

B

U I L

D I N

G

N E

W

Y

O R

K

A

T

I O

N A

L

G

U A

R D

N I A

G A

L

S

E R

A

T I O

N

N E

W

Y

O R

K

A

T

I O

N A

L

G

U A

R D

E N

D M

E N

P A

R T

I A

L

S

E C

O N

D

F

L O

A

M I N

G

P

L A

N

S-104

100% B3 SUBMITTAL

S U

B M

IT

T

E D

B Y

G

L K

IS

S

U E

D A

T E

M

A R

C H

S-301

A4

S-301

A2

S-301

D1

S-301

CONCRETE MASONRY UNITS ARE TO BE ASTM C-90 TWO CELL

CLASS 'N' TYPE 1 (f m = 1500 psi.)

CONCRETE MASONRY GROUT IS TO BE COURSE GROUT ASTM

C-476 (f c = 2000 psi.)

CONCRETE MASONRY MORTAR IS TO BE ASTM C-270 TYPE 'S'.

CONCRETE MASONRY CONSTRUCTION IS TO BE OBSERVED AND

TESTED BY AN INDEPENDENT TESTING LABORATORY.

GROUT ALL REINFORCED BLOCK CORES SOLID WITH GROUT

NOTED ABOVE.

1.

2.

3.

4.

5.

MASONRY CONSTRUCTION NOTES

VERTICAL SECTION

HORIZ REINF IN

BOND BM (TYP)

HOLD GROUT DOWN

1" FROM HORIZONTAL

MORTAR JOINT TO

FORM KEYED JOINT

BETWEEN GROUT LIFTS

HORIZ JOINT REINF

@ 16"o.c. SEE SPECS

FOR TYPE. LAP ALL

SPLICES 8" MIN & ALL

CORNERS TO BE

PREFABRICATED PIECES.

K

E Y

G R

O U

T

L I F

T G

R O

F

T

TYPICAL MASONRY WALL DETAIL

D:DETL1201

D:SECT3801

SECTION THRU NEW ELEVATOR SHAFT

3/8" = 1'-0"

CD

T/FIRST FL. EL. ±603'-9"

T/ASSEMBLY FL. EL. ±609'-9"

CONT BOND BEAM (4 SIDES) w/

(1) #5 CONT, FILL SOLID w/ GROUT

C

O V

E R

2" COVER

W 8 x 10 HOIST

BEAM - SEE

D1/S-301

#6 @ 12"o.c. E.F.;E.W.

CONT BOND BEAM (4 SIDES) w/

(1) #5 CONT, FILL SOLID w/ GROUT

NEW CONC SLAB

INFILL ON GRADE

(THICKNESS TO

MATCH EXG SLAB

(4" MIN)

T/BASEMENT FL. EL. ±599'-9"

EXG. ±2" TERRAZZO

FINISH, FIELD VERIFY

CONT 1/2" JT FILLER

NEW CONC SLAB

INFILL ON GRADE

(THICKNESS TO

MATCH EXG SLAB

(4" MIN)

1 1/2" METAL ROOF DECK

SEE D4/S-301 FOR

DETAIL AT ELEVATOR

THREAHOLD

SEE B2/S-301 FOR

DETAIL AT ELEVATOR

THRESHOLD

SEE D3/S-301 FOR

DETAIL AT ELEVATOR

THRESHOLD

#6 @ 12" o.c. E.F.;E.W.

#4 'U' BARS @ 12" o.c. (TYP)

#6 DWL's @

12"o.c. E.F. (TYP)

WATERPROOFING - SEE

ARCH'T DWGS FOR INFO

#5 @ 12"o.c. E.W.(T&B)

LOCATIONS

EXG. ±2" TERRAZZO

FINISH, FIELD VERIFY

LOCATIONS

18'-9"±

3" 1'-0" 10'-2" 1'-0" 3"

12'-8"

CONT BOND BEAM

(3 SIDES) w/ (1) #5 CONT.

FILL SOLID w/ GROUT

CONT BOND BEAM

(3 SIDES) w/ (1) #5 CONT.

FILL SOLID w/ GROUT

CONT BOND BEAM

(3 SIDES) w/ (1) #5 CONT.

FILL SOLID w/ GROUT

T/SECOND FL. EL. ±615'-9"

EXG. ±4"

CONC SLAB

ON GRADE

LAGGING BOARDS

SEE SHT. S-305

JT. FILLER

FOR MORE INFO.

2" CL.

(TYP.)

3"±

CONT 1/2"

SEE D4/S-301

FOR DETAIL AT

ELEVATOR

THRESHOLD

LAGGING BOARDS

SEE SHT. S-305

FOR MORE INFO.

8" C.M.U. WITH

HORIZ. JT. REINF.

@ 16" o.c. (TYP)

8" C.M.U. WITH

HORIZ. JT. REINF.

@ 16" o.c. (TYP)

CONC. JOIST AND SLAB FLOOR

FIELD VERIFY JOIST LOCATIONS

1'-9"10'-2"

EXISTING CONC.

BEAM

EXISTING ±4"

CONC. SLAB

EXISTING ±2"

TERRAZZO FINISH

T/ASSEMBLY ROOF

EL. ±618'-10"

7'-8"

T/ROOF EL ±627'-9"

CONC. JOIST AND SLAB FLOOR

FIELD VERIFY JOIST LOCATIONS

4'-6"

SEE NOTE 'A' BELOW

NOTE 'A':

FILL ALL CORES FOR FULL HEIGHT OF

SHAFT FOR A WIDTH REQUIRED TO

ACCOMODATE THE ANCHOR

LOCATIONS FOR ELEVATOR RAIL

ATTACHMENT. COORDINATE WITH

ELEVATOR SUPPLIER.

#4 'U' BARS @

12" o.c. (TYP)

EXG. ±4" CONC

SLAB ON GRADE

BACKFILL WITH

STRUCTURAL FILL

7"

7"

7" 5'-10"

8"

8"

NEW W12 x 26 BEAM

EACH SIDE OF SHAFT.

FASTEN TO BEAMS ON

LINE 11 & 14 , SEE

DETAIL B1/S-302 FOR

FASTENING

REQUIREMENTS

C15 x 50. DRYPACK SOLID TO

EXISTING SLAB AS REQUIRED

1 1/2" 20GA TYPE 'B' METAL ROOF DECK

CONT P 1/2 x 4 w 1/2"Ø HEADED STUDS

AT 24"o.c.

CONT BOND BM w/ (1) #5 CONT. FILL

SOLID w/ GROUT. SEE C4/S-306 FOR

CORNER BAR DETAIL.

W 8 x 10 ELEVATOR HOIST BEAM. VERIFY

LOCATION AND ELEVATION w/ ELEVATOR

SUPPLIER.

8" C.M.U. WALL

NOTE 'A' NOTE 'A'

A.

B.

C.

D.

E.

F.

G.

NOTES:

NOTE 'B'

NOTE 'C'

NOTE 'E'

NOTE 'D'

NOTE 'G'

NOTE 'C'

NOTE 'B'

NOTE 'D'

NOTE 'E'

NOTE 'G'

NOTE 'F'

D:DETL3401

ELEVATOR HOIST BEAM BEARING DETAIL

3/4" = 1'-0"

L

VIEW

A-A

VIEW 'A-A'

REFER TO ARCH'T DWGS

FOR T/WALL DETAILS

FILL ALL CORES FOR FULL HEIGHT OF

SHAFT FOR A WIDTH REQUIRED TO

ACCOMODATE THE ANCHOR

LOCATIONS FOR ELEVATOR RAIL

ATTACHMENT. COORDINATE WITH

ELEVATOR SUPPLIER.

" 4

" 4

" 1

NOTE 'F'

4"

EXIST. ROOF

CONSTRUCTION

L6 x 4 x 5/16 x 5 1/2" CONN. ANGLE & 5/8"

DIA. HILTI KWIK HUS-EZ SCREW ANCHOR

EACH SIDE/WEB (5" EMBED.) PROVIDE

(2) 3/4" DIA. A325 BOLTS TO BEAM

B1

S-301

D4

S-301

NOTE 'A'

L 4 x 4 x 3/8 w/ 3/4"Ø x 4"LG EXP

BOLTS @ 18"o.c. (L LENGTH PER

ELEVATOR REQUIREMENTS).

VERIFY DETAIL w/ ELEVATOR SUPPLIER.

NOTE 'A':

SECTION AT ELEVATOR TRESHOLD AT

1/2"= 1'-0"

D:SECT1214

ELEVATIONS 599'-9" & 603'-9"

SEE A4/S-301 FOR

CONC WALL INFO

#4 DWL's @ 16"o.c.

1'-6"

1'-6"

NEW 4" (MIN) CONC

SLAB ON GRADE

D3

S-301

T/EXG SLAB

EL 615'-9"

EXG 2 1/2"

CONC SLAB

#4 DWL's @ 16"o.c.

FILL REINF BLOCK

CORE SOLID w/

GROUT

8" C.M.U.

(1) #4 CONT

NOTE 'A'

SECTION AT ELEVATOR TRESHOLD AT

1/2"= 1'-0"

D:SECT1208

L 4 x 4 x 3/8 w/ 3/4"Ø x 4"LG EXP

BOLTS @ 18"o.c. (L LENGTH PER

ELEVATOR REQUIREMENTS).

VERIFY DETAIL w/ ELEVATOR SUPPLIER.

NOTE 'A':

EXISTING SECOND FLOOR

FIELD VERIFY EXG CONDITIONS.

NOTE 'B':

EXG. CONC. JOIST

D2

S-301

EXG ROOF

CONSTRUCTION

TOP OF WALL DETAIL - ELEVATOR SHAFT

1/2"= 1'-0"

D:DETL1203

AT EXG ROOF LEVEL

NEW 8" C.M.U.

ELEVATOR SHAFT WALL

CONT BOND BM w/

(1) #5 CONT (PROVIDE

CORNER BARS, TYP.).

FILL SOLID w/ GROUT.

1 1/2" 20GA TYPE 'B'

METAL ROOF DECK

CONT P 1/2 x 4 w/ 1/2"Ø

HEADED STUDS AT 24"o.c.

L

REFER TO ARCH'T DWGS

FOR T/WALL FINISH DETAILS

#5 DWL x 24"LG @ 32"o.c.

FILL REINF BLOCK CELL

SOLID w/ GROUT

ALL 4 SIDES OF ELEVATOR

SHAFT

B3

S-301

D:SECT3803

SECTION THRU NEW ELEVATOR SHAFT

3/8" = 1'-0"

C

O V

E R

NEW CONC SLAB

INFILL ON GRADE

(THICKNESS TO

MATCH EXG SLAB

(4" MIN) TYP.

#5 @ 12"o.c. E.W.(T&B)

#6 @ 12" o.c. E.F.;E.W.

#4 'U' BARS @ 12" o.c. (TYP)

LAGGING BOARDS

SEE SHT. S-305

FOR MORE INFO.

11 14

T/BASEMENT FL. EL. ±599'-9"

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

10'-2"

WATERPROOFING - SEE

ARCH'T DWGS FOR INFO

LAGGING BOARDS

SEE SHT. S-305

FOR MORE INFO.

#6 DWL's @

12"o.c. E.F. (TYP)

C

L

7'-8"

18'-8"±

5'-6" 5'-6"

8" C.M.U. WITH

HORIZ. JT. REINF.

@ 16" o.c.

EXG CONC SLAB

ON GRADE

CONT 1/2" JT.

FILLER, TYP.

EXG CONC SLAB

ON GRADE

EXISTING

TUNNEL TO

REMAIN

EXISTING

TUNNEL TO

REMAIN

T/FIRST FL.

EL. ±603'-9"

T/FIRST FL.

EL. ±603'-9"

C1

S-301

D:SECT3804

SECTION THRU NEW ELEVATOR SHAFT - AT ROOF

3/8" = 1'-0"

11 14

7'-8"

18'-8"±

5'-6" 5'-6"

8" C.M.U. WITH

HORIZ. JT. REINF.

@ 16" o.c.

T/ROOF EL ±627'-9"

1 1/2" METAL ROOF DECK

CONT BOND BEAM

(4 SIDES) w/ (1) #5 CONT.

FILL SOLID w/ GROUT

CONC. JOIST AND SLAB ROOF

FIELD VERIFY JOIST LOCATIONS

EA. SIDE OF ELEVATOR

EXISTING CONC.

BEAM (TYP.)

W 8 x 10 HOIST

BEAM - SEE

D1/S-301

M

A X

6"

NEW W12 x 26

DRYPACK AT

EA. JOIST LOC.

6"

NEW 12 x 26

T

Y P

DRYPACK

SOLID

D:SECT3805

SECTION THRU NEW ELEVATOR SHAFT

3/8" = 1'-0"

T/BASEMENT FL.

3" 1'-0"

5'-6"

8" C.M.U. WITH

HORIZ. JT. REINF.

@ 16" o.c.

EXISTING

TUNNEL TO

REMAIN

6"±

EL. ±599'-9"

3"

3'-1"±

T/FIRST FL.

EL. ±603'-9"

NEW 8"

C.M.U.

INFILL

DRYPACK

SOLID

PORTION OF

EXIST. CONC.

WALL BEYOND

TO REMAIN

EXISTING COLUMN

CONC. FOOTING

A1

S-301

D:SECT3806

SECTION

3/8" = 1'-0"

T/BASEMENT FL.

EL. ±599'-9"

NEW CONC. SLAB

8" C.M.U. WITH HORIZ.

JT. REINF. @ 16" o.c.

FILL ALL CORES SOLID

WITH CONC. GROUT

T/FIRST FL.

EL. ±603'-9"

T/ELEVATOR CONC.

WALL BEYOND

(2) #4 DWL.'S

24"

30"

B2

S-301

EXG CONC BM

T/EXG SLAB

EL 609'-9"

EXG 4" CONC. SLAB

#4 DWL's @ 16"o.c.

FILL REINF BLOCK

CORE SOLID w/

GROUT

8" C.M.U.

(1) #4 CONT

NOTE 'A'

SECTION AT ELEVATOR TRESHOLD

1/2"= 1'-0"

D:SECT1220

NOTE 'A':

EXISTING ASSEMBLY FLOOR

FIELD VERIFY EXG CONDITIONS.

NOTE 'B':

EXG TERRAZZO

L 4 x 4 x 3/8 w/ 3/4"Ø x 4"LG EXP

BOLTS @ 18"o.c. (L LENGTH PER

ELEVATOR REQUIREMENTS).

VERIFY DETAIL w/ ELEVATOR

SUPPLIER.

1 2 3 4 5

A

B

C

D

SHEET ID

r k w a y

L a n e

S u i

P e a c h t r e e

C o m e r s

G

A

P h o n e

F a x

P O

B

S I Z

E

A N

S I

D

F I

M

E

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

F I

N

B E

R

D A

T E

D E

S C

R I P

T I O

N M

A R

K

Q P

K

D

E S

I G

N

S o u l i n a

S t r e e t

S u i

B o x

S y r a c u s e

Q P

K

J O

B

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

A

M D

N

Y A a g a r a

F a l l s S d w g

R E

N O

V A

E

R A

T I O

A

I N

I N

G

F A

C I L

I T

Y

B

U I L

D I N

G

N E

W

Y

O R

K

A

T

I O

N A

L

G

U A

R D

N I A

G A

L

S

E R

A

T I O

N

N E

W

Y

O R

K

A

T

I O

N A

L

G

U A

R D

E N

D M

E N

S E

C T

I O

T

A I L

S

S-301

100% B3 SUBMITTAL

S U

B M

IT

T

E D

B Y

G

L K

IS

S

U E

D A

T E

M

A R

C H

B1

S-302

A3

S-302

REMOVE EXG CONC SLAB

AND BEAM FOR NEW MECH

OPENING. REFER TO MECH

DWGS FOR SIZE AND LOC.

CONN L EA SIDE

w/ (4) 3/4"Ø A325

BOLTS

CONN L EA SIDE

w/ (4) 3/4"Ø EXP

BOLTS w/ 4" MIN

EMBED. SEE NOTE 'A'.

SEE DWG S-103 FOR NEW BEAM SIZES AND LOCATIONS.

A. PRIOR TO ANY DRILLING INTO EXG

CONCRETE, GPR SCAN TO MISS EXG REINF.

NOTES:

B. DRYPACK WITH GROUT AS REQ'D FOR FULL

CONTACT BETWEEN EXG CONSTRUCTION

AND NEW BEAMS.

SECTION AT NEW MECHANICAL

1/2"= 1'-0"

D:SECT1203

FLOOR OPENING

NOTE 'B'

D:SECT3401

SECTION AT OPERABLE PARTITON SUPPORT

3/4" = 1'-0"

E X

G

D

P

L O

A

N

J O

I S

T

D O

D O

E X

G

D

P

L O

A

N

J O

I S

T

30" 30" 30"

TYP EA L EA JST

L 6 x 6 x 3/8 EA

SIDE 6 x 6 HSS

HSS 4 x 4 x 1/4

W 30 x 90 BM

CONT C 15 x 33.9

1/4" SHEAR TAB w/ 3/4"Ø A325

BOLTS WELD SHEAR TAB ALL

AROUND TO HSS.

CONT C 15 x 33.9

W 30 x 90 BM

TO BM

3-12

TYP C

NOTE 'A' (TYP)

NOTE 'A':

L 2 x 2 x 1/4 DIAG BRACE w/ 1/4" CONN

P EA END (TYP). WELD ALL CONNECTIONS

(P 's TO EXG JST; L's TO P 's) ALL AROUND.L L

EXG CONC ROOF SLAB

ON 3/4" METAL DECKING

VIEW

B-B

VIEW 'B-B'COORDINATE BOTT OF BEAM ELEVATION

w/ OPERABLE PARTITION SUPPLIER AND

ARCHITECTURAL REQUIREMENTS.

P 1/2 x 5 x 11

1 1/2"

(TYP)

L

PLAN VIEW

HSS 4 x 4 x 1/4

P 1/2 x 5 x 11L

EXG T/SLAB EL

(2) HILTI HDI-P TZ DROP-IN

ANCHOR, 3/8"Ø, 3/4" EMBEDMENT

HSS 4 x 4 x 1/4

L 6 x 6 x 3/8 EA

SIDE 6 x 6 HSS

HSS 4 x 4 x 1/4

W 30 x 90 BM

1/4" SHEAR TAB w/ 3/4"Ø A325

BOLTS WELD SHEAR TAB ALL

AROUND TO HSS.

L 6 x 6 x 3/8 EA

SIDE 6 x 6 HSS

CONT C 15 x 33.9

EA L

TYP

EXG CONC ROOF SLAB

ON 3/4" METAL DECKING

L

ALIGN w/ 6 x 6 L's CROSSING EXG JOIST.

NOTE 'B'

VIEW 'A-A' VIEW 'C-C'

VIEW

C-C

SEE NOTE 'A' AT

VIEW 'A-A'

1'-0" 1'-0"

F

I E

L D

V E

R I F

Y

NOTE 'B':

PROVIDE VERT SLOTTED HOLE

FOR 3/4"Ø THRU BOLT IN EA

6 x 6 L. PROVIDE 13/16"Ø HOLE

IN 4 x 4 HSS.

C1

S-302

E X

G

C O

A

B

GAP 1/2" MIN: 1" MAX

FILL GAP SOLID FOR

FULL BEARING w/

DRY PACK GROUT

(3 PLACES MIN)

W 10 x 12

W 10 x 12

D:SECT3404

SECTION AT NEW MECHANICAL FLOOR OPENING

3/4" = 1'-0"

NOTE:

COORDINATE WITH B1/S-302 FOR REMAINDER OF INFO.

D3

S-302

M I N

M I N

M I N

M I N

EXG 2 1/2"

CONC SLAB

EXG SECOND

FLOOR EL 609'-9"

W 10 x 12 BM

WT 6 x 12

EXG 12 x 16

CONC BM

(2) 3/4"Ø A325

BOLTS

(4) 5/8"Ø HILTI QUICK

BOLT TZ (MIN 4" EMBED)

COPE T & B FLANGE

AS REQ'D

EXG 2 1/2"

CONC SLAB

EXG SECOND

FLOOR EL 609'-9"

(4) 5/8"Ø HILTI QUICK

BOLT TZ (MIN 4" EMBED)

(2) 3/4"Ø A325

BOLTS

W 10 x 12 BM

COPE T & B FLANGE

AS REQ'D

EXG 10 x 18

CONC BM

WT 6 x 12

16 13

D:SECT3405

SECTION AT EXISTING SECOND FLOOR EL (GRID 'G')

3/4" = 1'-0"

D2

S-302

D1

S-302

EXG 2 1/2"

CONC SLAB

EXG SECOND

FLOOR EL 609'-9"

W 10 x 12 BM

EXG CONC BEAM

(DEPTH = 20" MIN)

(2) 5/8"Ø HILTI QUICK

BOLT TZ (MIN 3 1/8" EMBED)

FIELD VERIFY SIZE

73/16

L 4 x 4 x 1/4 x 7"LG

D:SECT3406

SECTION AT EXISTING SECOND FLOOR AT

3/4" = 1'-0"

EXISTING EXTERIOR CONC BEAM

D:SECT3407

SECTION AT EXISTING SECOND FLOOR AT

3/4" = 1'-0"

EXISTING INTERIOR CONC BEAM

M I N

M I N

EXG 2 1/2"

CONC SLAB

EXG SECOND

FLOOR EL 609'-9"

(4) 5/8"Ø HILTI QUICK

BOLT TZ (MIN 4" EMBED)

(2) 3/4"Ø A325

BOLTS

W 10 x 12 BM

COPE T & B FLANGE

AS REQ'D

EXG CONC BM

WT 6 x 12

B2

S-302

NEW OPENING IN CONC SLAB FOR MEP

FLOOR PENETRATIONS. COORDINATE w/

MEP DWGS. DENOTED ON PLANS.

LOCATE SLAB CUTS SUCH THAT

NO CONC RIBS ARE CUT

E X

G

C O

A

B

D:SECT3403

SECTION AT NEW MEP FLOOR OPENING

3/4" = 1'-0"

MEP

D4

S-302

EXG 2 1/2"

CONC SLAB

EXG SECOND

FLOOR EL 615'-9"

C15 x 50 BM

EXG CONC BEAM

DEPTH & SIZE TO BE

(3) 5/8"Ø HILTI QUICK

BOLT TZ (MIN 3 1/8" EMBED)

FIELD VERIFIED

3/16

L 4 x 4 x 1/4 x 11"LG

D:SECT3419

SECTION AT EXISTING SECOND FLOOR AT

3/4" = 1'-0"

EXISTING INTERIOR CONC BEAM

3 SIDES

1 2 3 4 5

A

B

C

D

SHEET ID

r k w a y

L a n e

S u i

P e a c h t r e e

C o m e r s

G

A

P h o n e

F a x

P O

B

S I Z

E

A N

S I

D

F I

M

E

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

F I

N

B E

R

D A

T E

D E

S C

R I P

T I O

N M

A R

K

Q P

K

D

E S

I G

N

S o u l i n a

S t r e e t

S u i

B o x

S y r a c u s e

Q P

K

J O

B

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

A

M D

N

Y A a g a r a

F a l l s S d w g

R E

N O

V A

E

R A

T I O

A

I N

I N

G

F A

C I L

I T

Y

B

U I L

D I N

G

N E

W

Y

O R

K

A

T

I O

N A

L

G

U A

R D

N I A

G A

L

S

E R

A

T I O

N

N E

W

Y

O R

K

A

T

I O

N A

L

G

U A

R D

E N

D M

E N

S E

C T

I O

T

A I L

S

S-302

100% B3 SUBMITTAL

S U

B M

IT

T

E D

B Y

G

L K

IS

S

U E

D A

T E

M

A R

C H

S-303

B2

S-303

D1

S-303

D2

S-303

D3

S-303

D4

S-303

B1

S-303

C1

S-303

B4

S-303

A4

S-303

W x

W 10 x 22

W 10 x 22

W 10 x 22

C

B

C1

S-303

B1

S-303

B1

S-303

7'-0 1/4"

B4

S-303

C5

S-303

W x

B4

S-303

B2

S-303

O

H

EXG CONC

COLUMN

EXG CONC

COLUMN

HSS 4 x 4 x 1/4

HSS 4 x 4 x 1/4

T/STEEL EL +11'-0" ABOVE FIN FLOOR EL

(TYP U.N.O.)

DENOTES DIRECTION OF SPAN OF 1 1/2"

20 GA GALV (TYPE B) METAL ROOF DECK

NOTES:

1.

2.

4 1/2"

D:PLAN1401

CANOPY FRAMING PLAN

1/4" = 1'-0"

B2

S-303

O

H

C

B

W 10 x 22

W 10 x 22

W 10 x 22

B1

S-303

B1

S-303

7'-0 1/4"

W x

C1

S-303

C5

S-303

B4

S-303

B4

S-303

W x

B2

S-303

O

H

EXG CONC

COLUMN

EXG CONC

COLUMN

HSS 4 x 4 x 1/4

HSS 4 x 4 x 1/4

T/STEEL EL +11'-0" ABOVE FIN FLOOR EL

(TYP U.N.O.)

DENOTES DIRECTION OF SPAN OF 1 1/2"

20 GA GALV (TYPE B) METAL ROOF DECK

NOTES:

1.

2.

4 1/2"

D:PLAN1402

CANOPY FRAMING PLAN

1/4" = 1'-0"

B2

S-303

O

H

8'-2"

2 3

22 23

H

B1

S-303

B1

S-303

W 10 x 22

W x

W x

W x

W 10 x 22

C1

S-303

B2

S-303

B4

S-303

C5

S-303

B4

S-303

O

H

EXG CONC

COLUMN

HSS 4 x 4 x 1/4 HSS 4 x 4 x 1/4

T/STEEL EL +11'-0" ABOVE FIN FLOOR EL (TYP. U.N.O.).

DENOTES DIRECTION OF SPAN OF 1 1/2"

20 GA GALV (TYPE B) METAL ROOF DECK

NOTES:

1.

2.

D:PLAN1403

CANOPY FRAMING PLAN

1/4" = 1'-0"

1" 1"

B2

S-303

O

H

W x

W 10 x 22

W 10 x 22

W x

W x

W x

W x

HSS 4 x 4 x 1/4 HSS 4 x 4 x 1/4

18'-8"

11 14

A

B1

S-303

B1

S-303

C1

S-303

B2

S-303

T/STEEL EL +11'-0" ABOVE FIN FLOOR EL

(TYP U.N.O.)

DENOTES DIRECTION OF SPAN OF 1 1/2"

20 GA GALV (TYPE B) METAL ROOF DECK

NOTES:

1.

2.

B4

S-303

C5

S-303

B4

S-303

EXG CONC

COLUMN

EXG CONC

COLUMN

D:PLAN1404

CANOPY FRAMING PLAN

1/4" = 1'-0"

4 EQ SPACES

O

H

B2

S-303

O

H

A4

S-303

A4

S-303

C5

S-303

CONN L 4 x 4 x 3/8 x 8"LG w/

(2) 3/4"Ø THREADED RODS

w/ HILTI HIT-HY 200 OR EQUAL

1/4" SHEAR TAB - WELD ALL

AROUND TO BM w/ (2) 3/4"Ø

A325 BOLTS

SEE PLAN(S) ON DWG

S-303 FOR BEAM INFO

BEAM

BEAM

FACE OF EXG

CONC COLUMN

1 1/2" 20GA GALV

METAL ROOF DECK

D:SECT3412

SECTION AT NEW ENTRY CANOPY

3/4" = 1'-0"

VERIFY EL w/

ARCH'T DWGS

4 1/2"

(6" EMBED)

HSS 6 x 6 x 1/4

CONN L 3 x 3 x 1/4

(T&B)(TYP). WELD

3 SIDES TO EA HSS (TYP)

HSS 6 x 6 x 1/4

A4

S-303

NOTE:

COORDINATE w/ C5/S-303.

TYP BM TO COL CONNECTION:

1/4" SHEAR TAB - WELD ALL

AROUND TO COL w/ (2) 3/4"Ø

A325 BOLTS

3 5/8" x 1 5/8" 16GA GALV

METAL STUDS AT 16"o.c.

w/ CONT 16GA TRACK T & B

VERIFY EL w/

ARCH'T DWGS

SEE PLAN(S) ON DWG

S-303 FOR BEAM INFO

VERIFY EL w/

ARCH'T DWGS

TYP

TYP

COLUMN HSS 4 x 4 x 1/4 w/ 1/4" CAP P (WELD P

ALL AROUND TO COL)

1 1/2" 20GA GALV

METAL ROOF DECK

MITER PERIMETER 7 x 4 L's

AT CORNERS

COORDINATE w/ SECT B3/S-303

FOR REMAUNDER OF INFO

L L

D:SECT341O

SECTION AT NEW CANOPY(s)

3/4" = 1'-0"

SEE PLAN(s) ON DWG

S-303 FOR T/STEEL

EL

CONT L 7 x 4 x 3/8

(LLH)(T & B)

1 1/2" 20GA GALV

METAL ROOF DECK

3 @ 61/4 T&B

TYP

BEAM

3 5/8" x 1 5/8" 16GA GALV

METAL STUDS AT 16"o.c.

w/ CONT 16GA TRACK T & B

VERIFY EL w/

ARCH'T DWGS

SEE PLAN(S) ON DWG

S-303 FOR BEAM INFO

VERIFY EL w/

ARCH'T DWGS

TYP

D:SECT3409

SECTION AT NEW CANOPY(s)

3/4" = 1'-0"

TYP

SEE PLAN(s) ON DWG

S-303 FOR T/STEEL

EL

3 5/8" x 1 5/8" 16GA GALV

METAL STUDS AT 16"o.c.

w/ CONT 16GA TRACK T & B

VERIFY EL w/

ARCH'T DWGS

SEE PLAN(S) ON DWG

S-303 FOR BEAM INFO

CONT L 7 x 4 x 3/8

(LLH)(T & B)

VERIFY EL w/

ARCH'T DWGS

1 1/2" 20GA GALV

METAL ROOF DECK

3 @ 61/4 T&B

TYP

BEAM

1/4" SHEAR TAB - WELD ALL

AROUND TO BM w/ (2) 3/4"Ø

A325 BOLTS

TYP

D:SECT3408

SECTION AT NEW CANOPY(s)

3/4" = 1'-0"

TYP

SEE PLAN(s) ON DWG

S-303 FOR T/STEEL

EL

3" CL

(TYP)

3'-0" SQ

(4) - #5 E.W.

2" (TYP)

DWL's TO MATCH VERT

REINF IN SIZE & NUMBER

1 1/2" (TYP)

1'-0 3/16"

1'-0 3/16"

(8) #5 VERT

#4 TIES (3 @ 3"o.c.;

REMAINDER @ 12"o.c.)

PLAN SECTION 'A-A'

HSS 4 x 4 x 1/4 COL

BASE P 3/4 x 12 x 12

(4) 3/4"Ø D1557 ANCHOR RODS

(w/ 3" HOOK; 12" EMBEDMENT)

3/16

L

T/FTG EL (-4'-0")

BELOW FIN GRADE

LEVELING P 1/4 x 12 x 12

3/4" NON-SHRINK,

NON-METALLIC GROUT

BASE P 3/4 x 12 x 12

HSS 4 x 4 x 1/4 COL

FIN FLOOR EL

(4) 3/4"Ø D1557 ANCHOR

RODS (w/ 3" HOOK; 12"

EMBEDMENT)

BASE P PLAN DETAILL

SECT

A-A

TYP SECTION AT CANOPY COLUMN

1/2"= 1'-0"

D:SECT1205

L

L

EXG HIGH

ROOF SLAB

EXG CONC ROOF BM

REFER TO ARCH'T

DWGS FOR EL

6" x 1 5/8" 16GA 'C' STUDS

@ 16"o.c. w/ CONT 6" 16GA

TRACK (T&B)

3-12

HSS 6 x 4 x 1/4

HSS 6 x 4 x 1/2

3-12

P TO BM

3-12

HSS 6 x 6 x 1/4

REFER TO ARCH'T

DWGS FOR EL

3-12

L

CONT P 1/2 x 9

TRACK TO PL

L

6" x 1 5/8" 16GA 'C' STUDS

@ 16"o.c. w/ CONT 6" 16GA

TRACK (T&B)

BEAM

1 1/2" 20GA TYPE B

GALV METAL ROOF

DECK

1/4" SHEAR TAB - WELD

ALL AROUND TO BM w/

(2) 3/4"Ø A325 BOLTS

SEE PLANS ON DWG

S-303 FOR BEAM INFO

EXG CONC BM

BEAM

T/BM EL 613'-4"

(V.I.F.)

4 1/2"

A

SECTION

1/2"= 1'-0"

D:SECT1213

NOTE:

COORDINATE w/ TYPICAL COLD FORM FRAMING DETAILS ON DWG S-304.

A4

S-303

3-12

B5

S-303

HSS 6 x 4 x 1/4

HSS 6 x 4 x 1/2

CONN L 3 x 3 x 1/4

(T&B) WELD 3 SIDES

TO EA HSS (TYP)

HSS 6 x 6 x 1/4

HSS 6 x 6 x 1/4

CONN L 3 x 3 x 1/4

(T&B) WELD 3 SIDES

TO EA HSS (TYP)

HSS 6 x 4 x 1/4

HSS 6 x 4 x 1/2

VERIFY EL w/

ARCH'T DWGS

EXG HIGH

ROOF SLAB

HSS

TO L

TYP

P 1/4 x 3 x 8L

P 1/4 x 3 x 8L

VIEW

A-A

D:SECT3418

SECTION AT NEW ENTRY CANOPY

3/4" = 1'-0"

EXG CONC

1/2"Ø EXP ANCHOR

(2" EMBED)(4 TOT.

M

I N

VIEW 'A-A'

L 5 x 5 x 1/4 x 8"LG EA

SIDE. PROVIDE VERT

SLOTTED HOLE FOR

(1) 3/4"Ø THRU BOLT.

WELD L TO HSS (3

SIDES)

NOTE:

6" METAL STUDS

NOT SHOWN.

REQ'D)

BM

11 14

HSS 6 x 4 x 1/2

HSS 6 x 4 x 1/4

HSS 6 x 6 x 1/4

H S

S x x

H S

S x x

W 10 x 22

W 10 x 22

NOTE 'A'

NOTE 'A'

OPEN

D:ELEV1401

ELEVATION AT ENTRY CANOPY

1/4" = 1'-0"

C5

S-303

C5

S-303

18'-8"

B4

S-303

B5

S-303

B4

S-303

O

H

B5

S-303

O

H

NOTE 'A':

6" 16GA METAL STUD

FRAMING NOT SHOWN.

SEE SECTIONS FOR INFO.

1 2 3 4 5

A

B

C

D

SHEET ID

r k w a y

L a n e

S u i

P e a c h t r e e

C o m e r s

G

A

P h o n e

F a x

P O

B

S I Z

E

A N

S I

D

F I

M

E

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

F I

N

B E

R

D A

T E

D E

S C

R I P

T I O

N M

A R

K

Q P

K

D

E S

I G

N

S o u l i n a

S t r e e t

S u i

B o x

S y r a c u s e

Q P

K

J O

B

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

A

M D

N

Y A a g a r a

F a l l s S d w g

R E

N O

V A

E

R A

T I O

A

I N

I N

G

F A

C I L

I T

Y

B

U I L

D I N

G

N E

W

Y

O R

K

A

T

I O

N A

L

G

U A

R D

N I A

G A

L

S

E R

A

T I O

N

N E

W

Y

O R

K

A

T

I O

N A

L

G

U A

R D

E N

D M

E N

N E

W

C

A N

O P

Y

F

R A

M I N

G

P

L A

N S

S E

C T

I O

T

A I L

S

S-303

100% B3 SUBMITTAL

S U

B M

IT

T

E D

B Y

G

L K

IS

S

U E

D A

T E

M

A R

C H

S-304

B2

S-304

C1

S-304

C2

S-304

C3

S-304

C4

S-304

B1

S-304

B3

S-304

B4

S-304

A4

S-304

M

A X

M

A X

D:DETL3408

TYPICAL METAL STUD WALL

WELDING PATTERN DETAIL

CHANNEL

BRIDGING

TYP

TYP

TYP

TYP

VERT STUD

CONT TRACK

CONT TRACK

CLIP L2x2x16GA

(TYP)

NOTE : ALL WELDS TO BE SHOP OR FIELD WELDS.

TRACK - CONT FOR

LENGTH OF PANEL (TYP)

0.145"Ø POWDER ACTUATED

FASTENER (P.A.F.) (RAMSET OR

EQUAL) 1 1/2" MIN PENETRATION,

SPACED @ 16"o.c. MAX (2/PANEL

MIN.) - LOCATE FIRST FASTENERS

WITHIN 6" OF EA END OF EA PANEL.

D:DETL1501

STUDS (FULL BEARING

IN TRACK) TYP ALL STUDS

TYPICAL COLD-FORMED STUD BOTTOM

TRACK ANCHOR DETAIL

3"

.REFER TO COLD-FORM MANUFACTURER

FOR ATTACHMENT TO NEW OR EXG

C.M.U.

TYPICAL STUD SILL DETAIL

D:DETL1502

CONT 6" 16GA TRACK

6" x 1 5/8" 16GA 'C'

STUDS @ 24"o.c.

REFRE TO B1/S-304

FOR BOX HEADER DETAIL

NOTE:

COORDINATE w/ C1/S-304

FOR TYPICAL STUD WELDING

DETAIL.

VERIFY EL w/

ARCH'T DWGS

3@12

CONT TRACK

D:DETL1506

CONT TRACK

B.S.-TYP

3@12

'C' STUDS @ 24"o.c. (TYP)

(FULL BEARING IN TRACK

TYP ALL STUDS)

TYPICAL COLD-FORMED STUD

SPLICE DETAIL

'C' STUDS @ 24"o.c. (TYP)

(FULL BEARING IN TRACK

TYP ALL STUDS)

C4

S-304

TYP DOUBLE STUD JAMB BOTTOM

TRACK DETAIL

DOUBLE 'C' STUDS

1-12

B.S.

B.S.

BOTTOM TRACK

BOTTOM TRACK

TYP

B.S.

TYP

s t

W

E L D

NOTE: ALL WELDS SHOWN TO BE SHOP OR FIELD WELDS.

B.S.

ELEVATION

PLAN

D:DETL1507

T

Y P

1"

(TYP)

P.A.F. (TYP) SEE

C2/S-304 FOR INFO.

D:DETL1508

TYP BOX HEADER DETAIL

STUD

TYP

TYP

1-12

1-12

3-12

STUD

TRACK

TRACK

BOX HEADER

TO VERT STUD

MULTI-STUD JAMB

3 SIDES

TRACK TO

VERT STUD

NOTE: ALL WELDS SHOWN TO BE SHOP OR FIELD WELDS.

VIEW A-A

CLIP L 2 x 2 x 14GA

TYP @ HORIZ

STUD & VERT

STUD

VIEW

A-A

D:DETL1509

TYPICAL HEAD TO JAMB

CONNECTION DETAIL

'C' STUD

'C' STUD

TRACK

3-12

SIDES

CLIP L 2 x 2 x 14GA

16GA 'C' STUD

16 GA TRACK

CLIP L 2 x 2 x 14GA

MULITPLE STUD

JAMB

TYP @ HORIZ

TRACK & VERT

STUD

TYP @ HORIZ

STUD & VERT

STUD

VIEW A-A

VIEW

A-A

NOTE: ALL WELDS SHOWN TO BE SHOP OR FIELD WELDS.

'C' STUD

'C' STUD

2-#12 TEK SCREWS

OR EQUAL

VERT SLIDE CLIP

EA STUD

VERT SLIDE CLIP

EA STUD

2-#12 TEK SCREWS

OR EQUAL

SHIM AS REQ'D

BETWEEN VERT SLIDE

CLIP & EXG CONC BM

D:DETL1510

TYP VERT SLIDE CLIP DETAIL

(AT DOUBLE STUD)

ELEVATION

PLAN

FACE OF EXG

CONC. BEAM

FACE OF EXG

CONC. BEAM

ANCHOR AS

PER C2/S-304

B4

S-304

'C' STUD

'C' STUD

2-#12 TEK SCREWS

OR EQUAL

VERT SLIDE CLIP EA STUD

VERT SLIDE CLIP

EA STUD

2-#12 TEK SCREWS

OR EQUAL

SHIM AS REQ'D

BETWEEN VERT SLIDE

CLIP & EXG CONC BM

D:DETL1511

TYP VERT SLIDE CLIP DETAIL

(AT SINGLE STUD)

ELEVATION

PLAN

FACE OF EXG

CONC. BEAM

FACE OF EXG

CONC. BEAM

ANCHOR AS PER

C2/S-304

D:STUDNOTES

COLD-FORMED METAL FRAMING NOTES

COLD-FORMED STRUCTURAL FRAMING SHALL BE DESIGNED IN ACCORDANCE

WITH THE STANDARD AMERICAN IRON AND STEEL INSTITUTE (AISI).

MANUFACTURER MARINO WARE OR APPROVED EQUAL.

MATERIALS AND FINISH:

FOR 16 GAGE AND HEAVIER UNITS, FABRICATE METAL FRAMING

COMPONENTS OF STRUCTURAL QUALITY SHEET STEEL WITH A

MINIMUM YIELD POINT OF 50 ksi ASTM A446, A570 OR A611.

PROVIDE GALVANIZED FINISH TO ALL METAL FRAMING COMPONENTS

COMPLYING WITH ASTM A525 FOR MINIMUM G60 COATING. USE

GALVANIZING REPAIR TOUCH-UP PAINT IN FIELD. INSTALL UN-CUT

ENDS OF STUDS IN BOTTOM TRACK.

MINIMUM FLANGE DEPTH OF 'C SHAPED' STUD TO BE 1 5/8". TRACK

TO MATCH GAGE OF STUD.

BRIDGING FOR ALL WALLS SUPPORTING AXIAL LOADS TO BE 1 1/2" COLD ROLLED

CHANNEL WITH BRIDGING CLIPS.

WELDING TO BE PREFORMED BY CERTIFIED WELDER. USE 0.035 FLUX-CORE

WIRE USING A MIG WELDER OR APPROVED SUBSTITUTE.

WELD SIZE IS EQUAL TO OR GREATER THAN THE THICKNESS OF THE THINEST

CONNECT MEMBER, UNLESS NOTED OTHERWISE.

VERTICAL SLIDE CLIPS TO BE 'VERTCLIP SLB' AS MANUFACTURED BY 'THE

STEEL NETWORK", OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S

RECOMMENDATIONS.

1.

2.

3.

4.

5.

6.

7.

a.

b.

c.

SLAB CONTROL JOINT DETAIL

PROVIDE

JT. SEALER

W.W.F.

VAPOR BARRIER

1/8"

D

E E

P t

T

Y P

S E

E

P

L A

N

T

E S

SLAB CONSTRUCTION JOINT DETAIL

PROVIDE

JT. SEALER

W.W.F.

VAPOR BARRIER

6" MIN.

LAP

S E

E

P

L A

N

T

E S

CONT 2x4 KEY

SLAB W/ ELECT. CONDUIT DETAIL

W.W.F.

VAPOR BARRIER

S E

E

P

L A

N

T

E S

M

I N

C O

V E

R

ELECT. CONDUIT

SLAB DEPRESSION DETAIL

W.W.F.

VAPOR BARRIER

S E

E

P

L A

N

T

E S

S E

E

A

R C

H

D

W G

S

S L

B

P

R E

S S

I O

N

12"

SHALLOW FOOTING DETAIL

W.W.F.

VAPOR BARRIER

S E

E

P

L A

N

T

E S

2 #5 CONT

'W' + 12"

U.N.O. ON FDN. PLAN

'W'

C

L

T Y

P

MASONRY WALL

SEE ARCH. DWGS FOR

EXTENT OF MASONRY WALLS

SLAB RE-ENTRANT CORNER DETAIL

2 #4 BARS x 3'-0 LG.

@ 2" FROM TOP OF SLAB

EDGE OF CONCRETE

SLAB-ON-GRADE

RUN-OF

CRUSHER

8" MINIMUM

CRUSHER

RUN-OF

8" MINIMUM

8" MINIMUM

RUN-OF

CRUSHER

D:SLABDETL1101

TYPICAL SLAB ON GRADE DETAILS

NO SCALE

EXG FIRST

FLOOR SLAB

EXG C.M.U. SOAP

TO BE DEMO-ED

SITE SLAB - SEE

SITE DWGS

DETAIL AT SITE SLAB

3/4"Ø x 8"LG SMOOTH

DWL @ 12"o.c. GREASE

EXTERIOR END

DOWELS TO MATCH

HORIZ. REINF. FOR

SIZE & SPACING

5'-0"

DOWELS TO MATCH

HORIZ. REINF. FOR

SIZE & SPACING

1'-0"

TYPICAL WALL CORNER REINFORCING

NO SCALE

D:DETL1206

DETAIL

A4.1

S-304

D:DETL3402

TYP. CONCRETE WALL JOINT DETAILS

NO SCALE

SPAN - WHERE PRACTICAL

(LOCATE IN MIDDLE 1/3 OF

(PROVIDE @ 20' c.c. MAX.)

(3/4" DP. x 1 1/2" WD.)

FULL HEIGHT OF WALL

CHAMFER EA. FACE

CONSTRUCTION JT.CONTROL JT.

FULL HEIGHT OF WALL

1 1/2" x 2" KEYWAY

REINF. @ JT.

CUT 50% OF HORIZ.

1 2 3 4 5

A

B

C

D

SHEET ID

r k w a y

L a n e

S u i

P e a c h t r e e

C o m e r s

G

A

P h o n e

F a x

P O

B

S I Z

E

A N

S I

D

F I

M

E

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

F I

N

B E

R

D A

T E

D E

S C

R I P

T I O

N M

A R

K

Q P

K

D

E S

I G

N

S o u l i n a

S t r e e t

S u i

B o x

S y r a c u s e

Q P

K

J O

B

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

A

M D

N

Y A a g a r a

F a l l s S d w g

R E

N O

V A

E

R A

T I O

A

I N

I N

G

F A

C I L

I T

Y

B

U I L

D I N

G

N E

W

Y

O R

K

A

T

I O

N A

L

G

U A

R D

N I A

G A

L

S

E R

A

T I O

N

N E

W

Y

O R

K

A

T

I O

N A

L

G

U A

R D

E N

D M

E N

T Y

P I C

L

D

F

O R

M

F

R A

M I N

G

D

E T

A I L

S

A N

D

N

O T

E S

S-304

T Y

P I C

W

A

B

O

N

G

R A

T

A I L

S

100% B3 SUBMITTAL

S U

B M

IT

T

E D

B Y

G

L K

IS

S

U E

D A

T E

M

A R

C H

S-305

D1

S-305

D2

S-305

D3

S-305

D4

S-305

C4

S-305

B4

S-305

A4

S-305

D1

S-305

D4

S-305

D1

S-305

TYP

TYP

TYP

O.H.

W 6 x 20 WALE

W x

W

A L E

W 6 x 20 WALE

W x

W

A L E

ALL PILES (7"Ø O.D. x .453" WALL

GR 75, FLUSH JOINT PIPE)(TYP)

11 14

C

D

B4

S-305

B4

S-305

PLAN DETAIL OF SUPPORT OF EXCAVATION AT NEW ELEVATOR PIT

1/2"= 1'-0"

D:PLAN1201

C'

(MINIMUM CONCRETE

MAT DIMENSION)

M

I N

I M

M

N

C R

E T

E

M A

T

D

I M

E N

S I O

N

3'-1

"± 3'-1

EXG FTG

T/FTG EL. 598'-5"

EXG FTG

T/FTG EL. 598'-5"

EXISTING TUNNEL

EXISTING TUNNEL

EXISTING TUNNEL

WALL TO REMAIN

PORTION OF

EXISTING TUNNEL

WALL TO REMAIN

PORTION OF EXISTING TUNNEL

WALL FTG. AND SLAB TO REMAIN

REMOVE EXISTING

TUNNEL MASONRY WALL

18'-8"±

PORTION OF

EXISTING TUNNEL

WALL TO REMAIN

EXISTING TUNNEL

WALL TO REMAIN

PORTION OF

EXISTING TUNNEL

WALL TO REMAIN

EXG FTG

T/FTG EL. 598'-5"

EXG FTG

T/FTG EL. 598'-5"

TOP OF EXISTING BASEMENT

FINISHED FLOOR EL. ±599'-9"

EDGE OF EXISTING

SLAB TO REMAIN

EDGE OF EXISTING

SLAB TO REMAIN

6"± 3'-1"± 6"±3'-1"±

±9'-4" ±9'-4"

10'-2"

5'-1

" 5'-1

EDGE OF EXISTING

SLAB TO REMAIN

CENTERLINE OF

NEW ELEVATOR

EXG FTG

T/FTG EL. 598'-5"

EXG FTG

T/FTG EL. 598'-5"

2'-9"± 2'-9"±

8"± 8"±

TYPICAL (10 REQUIRED)

TYP TYP

C E

N T

E R

L I N

E

O

F

N E

W

E

L E

V A

T O

R

PORTION OF EXISTING

TUNNEL WALL TO REMAIN

ALL PILES (7"Ø O.D. x .453" WALL

GR 75, FLUSH JOINT PIPE)(TYP)

W 6 x 20 WALE (TYP)

3" TIMBER LAGGING (TYP)

D2

S-305

D2

S-305

D3

S-305

D1

S-305

D1

S-305

D4

S-305

EXG SLAB TO BE REMOVEDEXG SLAB

TO REMAIN

EXG SLAB

TO REMAIN

SECTION OF SUPPORT OF EXCAVATION AT NEW ELEVATOR PIT

1/2"= 1'-0"

D:SECT1206

D5

S-305

O

H

O

H

C O

N C

R E

T E

NOTE:

CONCRETE MAT TO BE

EARTH-FORMED BELOW

TIMBER LAGGING.

M A

T

5'-1

" 5'-1

EL. 588'-8" EL. 588'-8"

EL. 594'-3"EL. 594'-3"

D:SECT3413

PLAN DETAIL AT SUPPORT OF

3/4" = 1'-0"

3/16

TYP

3/16

TYP

W 6 x 20 WALE

W 6 x 20 WALE

PILE (7"Ø O.D. x .453" WALL

GR 75, FLUSH JOINT PIPE)

P 3/8 x 3 x 3 (TYP)

L

EXCAVATION

(CUT FIT TO PIPE)

M

X

T

Y

P

D:SECT3414

3/4" = 1'-0"

PILE (7"Ø O.D. x .453" WALL

GR 75, FLUSH JOINT PIPE)

2" (TYP)

1/4

TYP P

TO PILE

L

6-9

P 3/8 x 4L

3" TIMBER

LAGGING (TYP)

3/16

TYP

P 3/8 x 3 x 6 w/ 3/4"Ø

CENTER HOLE (TYP)

5/8"Ø x 5"LG A307

THREADED ROD (TYP)

L

PLAN DETAIL AT SUPPORT OF

EXCAVATION

D:SECT3415

3/4" = 1'-0"

P 3/8 x 3 x 6 w/ 3/4"Ø

CENTER HOLE

5/8"Ø x 5"LG A307

THREADED ROD

L

PILE (7"Ø O.D. x .453" WALL

GR 75, FLUSH JOINT PIPE)

3/16

ROD TO PILE

PLAN DETAIL AT SUPPORT OF

EXCAVATION

D:SECT3416

3/4" = 1'-0"

NOTCH PILE

AS REQ'D

PILE (7"Ø O.D. x .453" WALL

GR 75, FLUSH JOINT PIPE)

W 6 x 20 WALE

1" MIN1/4

PLAN DETAIL AT SUPPORT OF

EXCAVATION

D5

S-305

D:SECT3417

3/4" = 1'-0"

1" MIN1/4

W 6 x 20 WALE

PILE (7"Ø O.D. x .453" WALL

GR 75, FLUSH JOINT PIPE)

NOTCH PILE

AS REQ'D

AT SUPPORT OF EXCAVATION

PILE TO WALE CONNECTION DETAIL

D:FACE LAG DETL

FACE LAGGING DETAIL

PROVIDE SPACER

AS REQ'D (TYP)

P 3/8 x 3 x 6

3"

5/8"Ø x 5"LG

LAGGING (TYP)

3/4"Ø HOLE

PIPE PILE

PROVIDE SPACER

AS REQ'D (TYP)

P 3/8 x 3 x 6

5/8"Ø x 5"LG

LAGGING (TYP)

(TYP)

PIPE PILE

3/8" P DETAIL

VIEW 'A-A'

L

L

L

THREAD BAR ( ) DETAIL

THREAD BAR ( )(TYP)

PIPE PILE OR PLATE

TYP

1/4

THREAD BAR ( )(TYP)

THREAD BAR ( )

( ) NOTE:

THREAD BAR TO BE GRADE A307 HAVING MINIMUM

CROSS-SECTIONAL AREA OF 0.20 in THROUGH

THE THREADS AND BE OF WELDABLE GRADE.

D:NOTES02

SUPPORT OF EXCAVATION NOTES

GENERAL:

1. INSTALLATION OF THIS SUPPORT OF EXCAVATION (SOE) SYSTEM MUST BE

COORDINATED WITH SCHEDULED DEMOLITION OF THE EXISTING STAIR WELL,

TUNNEL, AND CONCRETE FLOORS.

2. PILE INSTALLATION EQUIPMENT MUST BE ABLE TO ACCESS DRILLING LOCATION

BY DESCENDING ABOUT 3 FT DOWM A 5-FT-WIDE EXTERIOR CONCRETE STAIR,

PASSING THROUGH A 36-INCH-WIDE PERSONNEL DOOR, AND TRAVELING

ALONG AN APPROXIMATELY 100-FT-LONG BY 6-FT-WIDE BY 8-FT-HIGH INTERIOR

CORRIDOR. MINIMUM HEADROOM FOR PILE INSTALLATION IS 8.5 FT.

3. ALL WELDING TO BE PERFORMED BY CERTIFIED WELDERS IN ACCORDING TO

AWS PROCEDURES USING E70XX ELECTRODES.

4. REQUIRED EXCAVATION FOR INSTALLATION OF THIS SOE SYSTEM WILL EXTEND

TO APPROXIMATELY 1 FT FROM THE NEAR EDGE OF EXISTING FOOTINGS AT

COLUMN LINES C/11 AND C/14. IT IS INTENDED THAT UNDERPINNING OF THESE

FOOTINGS WILL NOT BE REQUIRED UNLESS THE SUPPORTING SUBGRADE SOIL

IS UNDERMINNED OR IF COLUMN SETTLEMENT IS NOTED BY SURVEY DURING

SOE INSTALLATION.

REFERENCE ELEVATION LINES ARE TO BE MARKED ON THE TWO COLUMNS

WITH ELEVATIONS NOTED BEFORE SOE INSTALLATION BEGINS. ELEVATIONS

ARE TO BE CHECKED TWICE DAILY UNTIL THE CONCRETE MAT IS COMPLETED.

IF SETTLEMENT GREATER THAN 0.1 INCH IS NOTED AS WORK PROCEEDS, STOP

WORK AND IMMEDIATELY CONTACT THE SOE DESIGNER (JAMES STEWART

315-472-5238) FOR FURTHER INSTRUCTION.

DURING EXCAVATION FOR THE SOE SYSTEM, EXCAVATION ALONG THE NEAR

SIDE OF EACH OF THE C/11 AND C/14 FOOTINGS SHOULD EXTEND TO THE

BOTTOM OF FOOTING SO THAT VISUAL OBSERVATION OF UNDERMINING IS

PRACTICAL. IF FOOTING CONTACT WITH THE SUPPORTING GROUND IS

UNDERMINED TO MORE THAN 6 INCHES BENEATH THE FOOTING EDGE, STOP

WORK AND IMMEDIATELY CONTACT THE SOE DESIGNER (JAMES STEWART

315-472-5238) FOR FURTHER INSTRUCTION.

UPON COMPLETION OF LOWER PORTION OF THE ELEVATOR SHAFT AND

BEFORE PLACING BACKFILL AROUND THE C/11 AND C/14 FOOTINGS, BACKFILL

VOIDS BENEATH THE FOOTINGS TO AT LEAST 6 INCHES ABOVE THE BOTTOM OF

FOOTING WITH FLOWABLE FILL.

5. IT IS EXPECTED THAT VERTICAL CUTS IN THE SUBGRADE SOIL WILL REMAIN

STABLE DURING INSTALLATION OF THE LAGGING AND CONCRETE MAT, AND

THAT WATER SEEPAGE WILL NOT OCCUR. CONTACT THE SOE DESIGNER

(JAMES STEWART 315-472-5238) IF STATED CONDITIONS ARE NOT ACCURATE.

MATERIALS:

1. PIPE PILES TO BE GRADE 75 OR BETTER WITH FLUSH JOINTS.

2. WALES TO BE NEW OR SOUND USED GRADE 50 STEEL. OTHER STEEL TO BE

GRADE 36 OR BETTER, UNLESS NOTED OTHERWISE.

3. TIMBER LAGGING TO BE 3 INCH NOMINAL THICKNESS MIXED HARDWOOD

HAVING MINIMUM Fb = 1,000 PSI. LAGGING TO BE PRESSURE TREATED FOR

PERMANENT GROUND CONTACT AWPA CATEGORY UC4B.

4. THREADED ROD FOR LAGGING TO BE GRADE A307 STEEL OR BETTER AND OF

WELDABLE GRADE.

5. CONCRETE FOUNDATION MAT TO BE EARTH-FORMED BELOW TIMBER LAGGING.

DRAINAGE AND WATERPROOFING, WHERE REQUIRED, MUST BE INSTALLED

BEFORE THE MAT IS CONSTRUCTED. MAT TO BE CONSTRUCTED WITHOUT

DELAY AFTER EXCAVATION TO MINIMIZE EXPOSURE OF UNSUPPORTED EARTH.

6. ELEVATOR PIT TO BE CAST AGAINST TIMBER LAGGING. DRAINAGE AND

WATERPROOFING, WHERE REQUIRED, MUST BE INSTALLED OVER TIMBER

LAGGING BEFORE WALLS ARE CONSTRUCTED.

7. FLOWABLE FILL TO HAVE DESIGN 28-DAY COMPRESSIVE STRENGTH OF 150 PSI.

1 2 3 4 5

A

B

C

D

SHEET ID

r k w a y

L a n e

S u i

P e a c h t r e e

C o m e r s

G

A

P h o n e

F a x

P O

B

S I Z

E

A N

S I

D

F I

M

E

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

F I

N

B E

R

D A

T E

D E

S C

R I P

T I O

N M

A R

K

Q P

K

D

E S

I G

N

S o u l i n a

S t r e e t

S u i

B o x

S y r a c u s e

Q P

K

J O

B

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

A

M D

N

Y A a g a r a

F a l l s S d w g

R E

N O

V A

E

R A

T I O

A

I N

I N

G

F A

C I L

I T

Y

B

U I L

D I N

G

N E

W

Y

O R

K

A

T

I O

N A

L

G

U A

R D

N I A

G A

L

S

E R

A

T I O

N

N E

W

Y

O R

K

A

T

I O

N A

L

G

U A

R D

E N

D M

E N

S U

P P

O R

T

O

F

E

X C

A V

A T

I O

N

D

E T

A I L

S

S-305

100% B3 SUBMITTAL

S U

B M

IT

T

E D

B Y

G

L K

IS

S

U E

D A

T E

M

A R

C H

S-306

A2

S-306

C1

S-306

C3

S-306

A3

S-306

A4

S-306

REFER TO ARCH'T

DWGS FOR EL

6" x 1 5/8" 16GA 'C'

STUDS @ 16"o.c. w/

CONT 6" 16GA

TRACK (T&B)

VERT SLIDE CLIP

TYP EA STUD -SEE

B3 & B4/S-304 FOR

DETAIL

EXG ROOF SLAB

EXG CONC ROOF BM

6" x 1 5/8" 16GA 'C' STUDS

@ 16"o.c. w/ CONT 6" 16GA

TRACK (T&B)

REFER TO ARCH'T

DWGS FOR EL

3 @ 12

TYP EA

STUD

REFER TO ARCH'T

DWGS FOR EL

REFER TO ARCH'T

DWGS FOR EL

EXG SECOND

FLOOR SLAB

6 1/2" 5/8"

BOX HEADER/SILL - SEE

C3/S-304 FOR DETAIL

6" x 1 5/8" 16GA 'C'

STUDS @ 16"o.c. w/

CONT 6" 16GA

TRACK (T&B)

CONT 6" 16GA

DEFLECTION TRACK

6" x 1 5/8" 16GA 'C'

STUDS @ 16"o.c. w/

CONT 6" 16GA

TRACK (T&B)

BOX HEADER - SEE

B1/S-304 FOR DETAIL

EXG FIRST

FLOOR SLAB

7 1/8"

REFER TO ARCH'T

DWGS FOR EL

BOX HEADER/SILL - SEE

C3/S-304 FOR DETAIL

6" x 1 5/8" 16GA 'C' STUDS

@ 16"o.c. w/ CONT 6" 16GA

TRACK (T&B)

TYP SECTION AT EXTERIOR WINDOW WALL

1/2"= 1'-0"

D:SECT1207

NOTE:

COORDINATE w/ TYPICAL COLD FORM FRAMING DETAILS ON DWG S-304.

CONT L 6 x 4 x 5/16 (LLV) w/ 1/2"Ø SCREW ANCHORS

@ 16"o.c. (3 1/4" EMBED)

VERT SLIDE CLIP TYP EA STUD

SEE B3 & B4/S-304 FOR DETAIL

DEMO EXISTING SHELF

ANGLE AS REQ'D)

EXG C.M.U. SOAP

TO BE DEMO-ED

IF THIS COURSE IS NOT A

BOND BM, FILL REINFORCED

C.M.U. CORES SOLID w/ GROUT.

(2) CONT #4 (HORIZ)

SEE C4/S-306 FOR

CORNER BAR DETAIL

IF THIS COURSE IS A

BOND BM INSTALL #4

DWL's w/ HILTI HIT-HY 200

ADHESIVE

#4 DWL's @ 24"o.c. w/

STD 90° HOOK (4" EMEBD)

NEW CONC INFILL (TYP)

SEE C2/S-304 FOR

ANCHOR INFO

SEE C2/S-304 FOR

ANCHOR INFO

SEE C2/S-304 FOR

ANCHOR INFO

BOX HEADER - SEE

B1/S-304 FOR DETAIL

EQ STUD

D:PLANDETL3401

TYP WINDOW JAMB DETAIL AT

3/4" = 1'-0"

EXISTING COLUMN

EXG CONC COL

6" x 1 5/8" 16GA

DOUBLE STUD

WINDOW JAMB

(TYP)

NOTE:

COORDINATE w/ ELEVATION DETAIL AT C3/S-306.

NOTE:

COORDINATE w/ COLD FORM FRAMING DETAILS DWG S-304.

NOTE 'A':

POWDER ACTUATED FASTENER

AS PER C2/S-304. (TYP)

EXG SECOND

FLOOR SLAB

EXG FIRST

FLOOR SLAB

6" x 1 5/8" 16GA 'C' STUDS @

16"o.c. w/ CONT 6" 16GA

TRACK (T&B)

REFER TO ARCH'T

DWGS FOR EL

REFER TO ARCH'T

DWGS FOR EL

VERT SLIDE CLIP

TYP EA STUD -SEE

B3 & B4/S-304 FOR

DETAIL

8" x 1 5/8" 16GA 'C' STUDS

@ 16"o.c. w/ CONT 8" 16GA

TRACK (T&B)

BOX HEADER - SEE

B1/S-304 FOR DETAIL

BOX HEADER - SEE

B1/S-304 FOR DETAIL

EXG ROOF SLAB

EXG CONC ROOF BM

REFER TO ARCH'T

DWGS FOR EL

VERT SLIDE CLIP

TYP EA STUD

BOX HEADER - SEE

B1/S-304 FOR DETAIL

6" x 1 5/8" 16GA 'C' STUDS @

16"o.c. w/ CONT 6" 16GA

TRACK (T&B)

NOTE 'A'

NOTE 'B'

EXG CONC BM

3 5/8" x 1 5/8" 16GA 'C' STUDS

@ 16"o.c. w/ CONT 8" 16GA

TRACK (T&B)

VERT SLIDE CLIP

TYP EA STUD

REFER TO ARCH'T

DWGS FOR EL

BOX HEADER - SEE

B1/S-304 FOR DETAIL

EXG BOND BM

SECTION AT EXTERIOR WALL

1/2"= 1'-0"

D:SECT1210

V

I F

#4 DWL's @ 24"o.c. w/

HILTI HIT-HY200 (6" EMBED).

CONT BOND BM w/ (2) #5

(2) NEW C.M.U COURSES

FILL SOLID w/ GROUT

EXG C.M.U. WALL

CONT 3 5/8" 16GA TRACK

SEE C2/S-304 FOR DETAIL

RCKW5.5 CONNECTOR (SIMPSON OR EQUAL)

@ 16"o.c. w/ (1) 1/2"Ø TITEN HD (3 3/4" EMBED).

CONT 6" 16GA TRACK - SEE C2/S-304 FOR

ANCHOR DETAIL.

NOTES:

A.

B.

APPROX FIN GRADE

SEE SITE DWGS

NOTE:

COORDINATE w/ TYPICAL COLD FORM FRAMING DETAILS ON DWG S-304.

3 5/8" x 1 5/8" 16GA 'C'

STUDS @ 16"o.c.

TYP EA

STUD1-12

3/4" GAP

TYP EA

STUD1-12

FILL SOLID w/ GROUT.

REFER TO ARCH'T

DWGS FOR EL

BOX HEADER - SEE

B1/S-304 FOR DETAIL

1-12

FILL SOLID w/ GROUT.

CONT 3 5/8" x 1 5/8"

16GA 'C' STUD

3 5/8" STUD WORK. SEE

ARCH'T DWGS FOR DETAILS

NOTE 'B'

EXG ROOF SLAB

EXG CONC ROOF BM

CONT 6" 16GA

DEFLECTION TRACK

6" x 1 5/8" 16GA 'C'

STUDS @ 16"o.c. w/

CONT 6" 16GA TRACK

6" x 1 5/8" 16GA 'C' STUDS

@ 16"o.c. w/ CONT 6" 16GA

TRACK (T&B)

REFER TO ARCH'T

DWGS FOR EL

SEE C2/S-304 FOR

ANCHOR INFO

SEE C2/S-304 FOR

ANCHOR INFO

V

I F

EXG SECOND

FLOOR SLAB

VERT SLIDE CLIP

TYP EA STUD -SEE

B3 & B4/S-304 FOR

DETAIL

EXG CONC SECOND

FLOOR BM

SEE C2/S-304 FOR

ANCHOR DETAIL

EXG FIRST

FLOOR SLAB

EXG C.M.U. SOAP

TO BE DEMO-ED

SECTION AT EXTERIOR WALL

1/2"= 1'-0"

D:SECT1211

NOTE:

COORDINATE w/ TYPICAL COLD FORM FRAMING DETAILS ON DWG S-304.

D

4"

SEE C2/S-304 FOR

ANCHOR INFO

6" x 1 5/8" 16GA 'C'

STUDS @ 16"o.c. w/

CONT 6" 16GA TRACK

COORDINATE w/ SECT

A1/S-306 FOR REMAINDER

OF INFO

EXG SECOND

FLOOR SLAB

EXG HIGH

ROOF SLAB

EXG CONC ROOF BM

REFER TO ARCH'T

DWGS FOR EL

3 5/8" x 1 5/8" 16GA 'C' STUDS

@ 16"o.c. w/ CONT 3 5/8" 16GA

TRACK (T&B)

EXG 8" C.M.U.

VERT SLIDE CLIP

TYP EA STUD -SEE

B3 & B4/S-304 FOR

DETAIL

3 5/8" x 1 5/8" 16GA 'C' STUDS

@ 16"o.c. w/ CONT 3 5/8" 16GA

TRACK (EA END)

6" x 1 5/8" 16GA 'C' STUDS

@ 16"o.c. w/ CONT 6" 16GA

TRACK (EA END)