0006 Attachment 4 - Structural Addendum 1 drawings.pdf

1 2 3 4 5 6 7 8

B

C

1.5

B.6

B

B

A

A E

E

E

1 2 3 4 5 6 7 8

B

C

1.5

B.6

22' - 0"

22' - 0"

22' - 0"

125 PSF

25 PSF

125 PSF

25 PSF

125 PSF

25 PSF

125 PSF

25 PSF

125 PSF

25 PSF

125 PSF

25 PSF

125 PSF

25 PSF

B

B

D

A

125 PSF

25 PSF

1 2 3 4 5 6 7 8

B

C

1.5

B.6

C

C A

FLOOR LOAD SCHEDULE

A

B

TYP FLOOR 5 NOTE 1

STAIRS 5

- 40 (NR) 0

100 (NR)

C ROOF 15 20

MARK

DEAD LOAD

(PSF)

DESCRIPTION

SDL

OCCUPANCY/USE

POINT LOAD

(LBS)

DESCRIPTION LIVE LOAD

(PSF)

SNOW LOAD (PSF)

SDL LL SL

NOTE 1

NOTE 1

NOTES:

1. SDL INDICATES SUPERIMPOSED DEAD LOAD AND IS DL IN ADDITION TO THE SELF WEIGHT OF THE PRIMARY STRUCTURAL SYSTEM.

2. (NR) INDICATES NON-REDUCIBLE LIVE LOAD.

D UPPER FLOOR 5 40 (NR)NOTE 1 -- --

25 MINIMUM BALANCED OR

SEE LOAD MAP (DRIFT +

BALANCED)

E CANOPY ROOF 10

20 (NR) +/- 20

(WIND)NOTE 1 - - 55

6,000 LBS ON AN AREA OF 1 SQUARE FOOT

6,000 LBS ON AN AREA OF 1 SQUARE FOOT

1'

9"

2'

PRECAST PANEL, COLUMN, WALL, OR

BARRIER CABLE

NOTES:

1. THE APPLIED HORIZONTAL LOAD CAN ACT IN ANY DIRECTION.

2. THE TWO CONDITIONS DO NOT ACT CONCURRENTLY. DESIGN FOR WORSE CASE CONDITION.

3. LOADS SHOWN ARE UNFACTORED LIVE LOADS.

FOUNDATION REACTION TABLE

SERVICE LEVEL AXIAL LOAD

DEAD LOAD (KIPS) LIVE LOAD (KIPS) SNOW LOAD (KIPS) TOTAL LOAD (KIPS)

GRID LOCATION

A-2

A-3

A-4

A-5

A-6

A-7

B-2

B-7

B.6-1

C-1.5

C-8

C-2

C-3

C-4

C-5

C-6

C-7

570 180 69 819

360 86 504

566 179 813

565 179

563 179

563 179

451 142 652

598 205 876

508 177 739

191 30 244

311 82 436

384 116 556

436 134 635

436 134

490 153 719

436 134 65 635

436 134 65 635

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\a k e n n e d y \D o c u m e n ts \2

.1

S v a k e n n e d y g u id o n d e s ig n .c o m

.r v t

/1 /2

:4

:5

P M

SI003

LOAD MAPS AND DESIGN DATA

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

STACEY PAUL

MILLER REMICK

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NJ 08034

BENJAMIN HARLESS

WEST HAVEN PARKING GARAGE

DESIGN

WEST HAVEN, CT

689-409

FACILITIES MANAGEMENT

11/30/2021 MAV WJT

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

856.429.4000

DESIGN DATA

THE BUILDING STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING CODE.

SEE LOAD MAPS FOR FLOOR LOADING CRITERIA.

SNOW LOAD DESIGN DATA

1. GROUND SNOW LOAD (PG) = 30 PSF

2. LOW-SLOPE ROOF SNOW LOAD (PF) = 25 PSF

3. SNOW EXPOSURE FACTOR (CE) = 0.9

4. THERMAL FACTOR (CT) = 1.2

5. SNOW LOAD IMPORTANCE FACTOR (IS) = 1.0

WIND LOAD DESIGN DATA

1. BASIC WIND SPEED (3-SECOND GUST) = 130 MPH

2. WIND LOAD IMPORTANCE FACTOR (IW) = 1.0

3. WIND EXPOSURE = B

4. WIND DESIGN PRESSURE (P) = VARIES WITH HEIGHT AND LOCATION

EARTHQUAKE DESIGN DATA

1. SHORT PERIOD SPECTRAL RESPONSE (SS) = 0.2G

2. 1-SECOND SPECTRAL RESPONSE (S1) = 0.054G

3. SEISMIC IMPORTANCE FACTOR (IE) = 1.0

4. OCCUPANCY CATEGORY = II

5. SEISMIC DESIGN CATEGORY = B

6. SITE CLASSIFICATION = C

7. SHORT PERIOD SPECTRAL RESPONSE COEFFICIENT (SDS) = 0.173G

8. 1-SECOND SPECTRAL RESPONSE COEFFICIENT (SD1) = 0.054G

9. BASIC STRUCTURAL SYSTEM / SEISMIC RESISTING SYSTEM: A5 - INTERMEDIATE PRECAST SHEAR WALLS

10. ANALYSIS PROCEDURE UTILIZED = EQUIVALENT LATERAL FORCE PROCEDURE

11. RESPONSE MODIFICATION COEFFICIENT (R) = 4.0

12. SEISMIC RESPONSE COEFFICIENT (CS) = 0.022

SCALE: 1/16" = 1'-0"SI003

4 TYP FLOOR LOAD MAP

SCALE: 1/16" = 1'-0"SI003

3 LEVEL 4 & LEVEL 5 LOAD MAP

SCALE: 1/16" = 1'-0"SI003

2 ROOF LOAD MAP

N

SCALE: 1/2" = 1'-0"SI003

1 TYPICAL PRECAST PANEL VEHICLE BARRIER LOADING DIAGRAM

N N

N

Revisions: Date:

ADDENDUM 1 10/11/2022

SF201

1 2 3 4 5 6 7 8

SF201

B

C

SF202

SF202

1.5

4'

272' - 0"

20' - 0" 26' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 46' - 0"

SB

B.6

C1 C1

C3

C1 C1 C1 C1

C3C1 C1 C1 C1 C1

C1

C2 C2

C3

SB401

SB401

SB401

PCSW01 P

C

S W

P C

S W

CW8 CW8 CW8 CW8

PCSW02 PCSW03 PCSW04 PCSW05 PCSW06 PCSW07 PCSW08 PCSW10PCSW09

CW8 CW8 CW8 CW8 CW8 CW8CW8

CW8

C W

C

W

C W

CW8 CW8

WF6.0 WF6.0 WF6.0 WF6.0 WF6.0

F

F12.0F13.0

W F

6.

F

W F

6.

WF6.0 WF6.0 WF6.0 WF6.0 WF6.0 WF6.0 WF6.0

W F

6.

F9.0 F10.0 F11.0 F11.0 F11.0 F11.0 F11.0

F10.0

F13.0F13.0F13.0F12.0F12.0F12.0

SF

SF

3 \ SF203

SB502

SB502

SB502

SB502

SB502

SB502

FS

10' - 0"

TYP

TYP

SB502

SB502

SB502

TYP

TYP

F7.0

A

SF503

WF10.0

FS

2' - 0"

F S

F S

T/WALL = 102' - 9 3/4" T/WALL = 108' - 9 3/4"T/WALL = 102' - 9 3/4"

T/WALL = 102' - 9 3/4"

T/WALL = 102' - 9 3/4"

T/WALL = 108' - 9 3/4"

T/WALL = 108' - 10"

F S

5'

F S

5'

F S

9'

T/WALL = 109' - 10"

T/WALL = 108' - 9 3/4"

T/WALL = 108' - 9 3/4"

T/FTG = 101' - 0 3/4"

(VARIES PER

ELEVATOR

MANUFACTURER)

F2 F4

CW8

FS

10' - 0"

FS

15' - 0"

FS

15' - 0"

SB501

6' - 0"

FS

5' - 0"

FS

5' - 0"

W F

6.

C W

W F

6.

C W

SB501

10" PRECAST

INFILL PANEL

10" PRECAST

INFILL PANEL

10" PRECAST

INFILL PANEL

10" PRECAST

INFILL PANEL

WF6.0

WF2.0

WF6.0

W F

2.

8" PRECAST WALL8" PRECAST WALL

8" P

R E

C A

S T

W A

LL

8" P

R E

C A

S T

W A

LL

8" P

R E

C A

S T

W A

LL

8" P

R E

C A

S T

W A

LL

8" PRECAST WALL 8" PRECAST WALL

W F

2.

8" P

R E

C A

S T

W A

LL

C W

W F

2.

T/FTG = 98' - 6 3/4"

T/FTG = 100' - 0 3/4"

T/FTG = 97' - 0 3/4"

T/FTG = 97' - 0 3/4"

T/FTG = 97' - 0 3/4"

T/FTG = 97' - 0 3/4"

T/FTG = 97' - 0 3/4"

T/FTG = 95' - 0 3/4"

T/FTG = 95' - 0 3/4"

T/FTG = 95' - 0 3/4"

T/FTG = 95' - 0 3/4"

T/FTG = 95' - 0 3/4"

T/FTG = 95' - 0 3/4"

T/FTG = 95' - 0 3/4"

T/FTG = 95' - 0 3/4"

T/FTG = 95' - 0 3/4"

T/FTG = 93' - 0 3/4"

T/FTG = 93' - 0 3/4"

T/FTG = 93' - 0 3/4"

T/FTG = 93' - 0 3/4"

T/FTG = 93' - 0 3/4"

T/FTG = 93' - 0 3/4"

T/FTG = 93' - 0 3/4"

T/FTG = 93' - 0 3/4"

T/FTG = 95' - 0 3/4"

T/FTG = 95' - 0 3/4"

T/FTG = 95' - 0 3/4"

T/FTG = 95' - 0 3/4"

T/FTG = 95' - 0 3/4"

T/FTG = 95' - 0 3/4"

T/FTG = 95' - 0 3/4" T/FTG = 97' - 0 3/4"

T/FTG = 97' - 0 3/4"

T/FTG = 97' - 0 3/4"

T/FTG = 99' - 0 3/4"

T/FTG = 95' - 0 3/4"

T/FTG = 95' - 0 3/4"

T/FTG = 95' - 0 3/4"

T/FTG = 95' - 0 3/4"

T/FTG = 97' - 0 3/4"

T/FTG = 99' - 0 3/4"

T/FTG = 99' - 0 3/4"

T/FTG = 99' - 0 3/4"

T/FTG = 99' - 0 3/4"

T/FTG = 99' - 0 3/4" T/FTG = 101' - 0 1/4"

T/FTG = 101' - 0 1/4"

T/FTG = 103' - 0 1/4"

T/FTG = 103' - 0 1/4"

T/FTG = 101' - 0 3/4"

T/FTG = 101' - 0 3/4"

T/FTG = 100' - 0 3/4"

T/WALL = 99' - 0 3/4"

T/WALL = 103' - 0 3/4"

T/FTG = 95' - 0 3/4"

T/WALL = 107' - 8 5/8"

T/WALL = 105' - 7 1/8"

T/WALL = 107' - 3 1/4"

T/FTG = 95' - 0 3/4"

T/FTG = 95' - 0 3/4"

T/FTG = 101' - 0 1/4"

WALL STEP

8' - 7 5/8"

T/WALL = 113' - 3 3/4"

T/WALL = 103' - 1"

2 \ SB401

SB401

F1

8" PRECAST WALL

8" PRECAST WALL

8" P

R E

C A

S T

W A

LL

8" P

R E

C A

S T

W A

LL

8" PRECAST WALL

10" PRECAST

INFILL PANEL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\a k e n n e d y \D o c u m e n ts \2

.1

S v a k e n n e d y g u id o n d e s ig n .c o m

.r v t

/1 /2

:4

:5

P M

SB101

FOUNDATION PLAN

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

STACEY PAUL

MILLER REMICK

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NJ 08034

BENJAMIN HARLESS

WEST HAVEN PARKING GARAGE

DESIGN

WEST HAVEN, CT

689-409

FACILITIES MANAGEMENT

11/30/2021 MAV WJT

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

856.429.4000

SCALE: 3/32" = 1'-0"SB101

1 FOUNDATION PLANN

NOTES:

1. REFERENCE (FIN FLR) = 105.06'. SEE SF101 AND CIVIL DRAWINGS FOR REFERENCE POINT.

2. SEE SI001 FOR GENERAL STRUCTURAL NOTES

3. SEE SI002 FOR ABBREVIATIONS, SYMBOLS & LEGENDS

4. SEE SI003 FOR STRUCTURAL DESIGN LOAD INFORMATION

5. REFERENCE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND SIZES OF DOOR OPENINGS, STAIRS, DOWNSPOUTS RECESSES, ETC.

6. PROVIDE A 1” GAP BETWEEN ALL CAST-IN-PLACE FOUNDATION WALLS AND PRECAST COLUMNS, UNLESS NOTED OTHERWISE.

7. SEE AP SHEETS FOR WATERPROOFING AND JOINT DETAILS.

COLUMN SCHEDULE

TYPE MARK SIZE REMARKS

C1 24" X 33"

C2 24" X 24"

C3 33" X 33"

21.5

A

SF502

H S

S 6X

6X 1/

H S

S

X 2X

1/

H S

S 6X

6X 1/

H S

S 6X

6X 1/

H S

S 6X

6X 1/

H S

S 6X

6X 1/

H S

S

X 2X

1/

HSS10X2X1/4

9' - 10" 25' - 0"

34' - 10" 1' - 0"

6 EQ. SPACES

1 1/2" METAL

ROOF DECK (20

GA.)

/4

6'

5'

/2

1/

2"

4"

HSS6X6X1/4 HSS6X6X1/4 HSS6X6X1/4 HSS6X6X1/4 HSS6X6X1/4 HSS6X6X1/4

SF502

H S

S

X 2X

1/

H S

S 6X

6X 1/

H S

S

X 2X

1/

HSS10X2X1/4

1 1/2" METAL ROOF

DECK (20 GA.)

/4

12' - 1 1/2"

2 EQ. SPACES

10' - 6" 1' - 7 1/2"

8'

HSS10X2X1/4

HSS6X6X1/4 HSS6X6X1/4

SF502

HSS10X2X1/4

HSS6X6X1/4

HSS6X6X1/4

HSS6X6X1/4

HSS6X6X1/4

HSS6X6X1/4

HSS10X2X1/4

H S

S

X 2X

1/

1 1/2" METAL ROOF DECK (20 GA.)

/4

E

Q . S

P A

C E

S

2" 6' - 0"

4"

H S

S 6X

6X 1/

H

S S

6X 6X

1/

H S

S 6X

6X 1/

H

S S

6X 6X

1/

H S

S 6X

6X 1/

H

S S

6X 6X

1/

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\a k e n n e d y \D o c u m e n ts \2

.1

S v a k e n n e d y g u id o n d e s ig n .c o m

.r v t

/1 /2

:4

:5

P M

SF402

ENLARGED FRAMING PLANS -

ENTRANCE CANOPIESGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

STACEY PAUL

MILLER REMICK

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NJ 08034

BENJAMIN HARLESS

WEST HAVEN PARKING GARAGE

DESIGN

WEST HAVEN, CT

689-409

FACILITIES MANAGEMENT

11/30/2021

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

856.429.4000

SCALE: 3/8" = 1'-0"SF402

3 ENTRANCE CANOPY 1 FRAMING PLAN - LEVEL 2

SCALE: 3/8" = 1'-0"SF402

2 ENTRANCE CANOPY 2 FRAMING PLAN - LEVEL 2

SCALE: 3/8" = 1'-0"SF402

1 ENTRANCE CANOPY 3 FRAMING PLAN - LEVEL 2

N N

N

Revisions: Date:

T/SLAB

SEE PLAN

PRECAST SPANDREL

BY PC MFR. SEE ARCH PLANS

FOR REVEALS AND FINISHES

T/SPANDREL

VARIES

PRECAST DOUBLE TEE

BY PC MFR

CONNECTION BY PC MFR

BEARING PAD BY PC MFR

CONCRETE WASH

FELT PAPER BOND BREAKER,

TYP AT ALL WASH LOCATIONS

TO PRECAST

8 1/2" 8"

3'

3"

PRECAST COLUMN

PER PLAN

PRECAST DOUBLE TEE

BY PC MFR

PRECAST SPANDREL

BY PC MFR. SEE ARCH PLANS

FOR REVEALS AND FINISHES

T/SPANDREL

VARIES

T/SLAB

SEE PLAN

BEARING PAD BY PC MFR

CONNECTION BY PC MFR

CONCRETE WASH

FELT PAPER BOND BREAKER,

TYP AT ALL WASH LOCATIONS

TO PRECAST

B

CONCRETE WASH

FELT PAPER BOND BREAKER,

TYP AT ALL WASH LOCATIONS

TO PRECAST

CONCRETE WASH

PRECAST WALL

PER PLAN

PRECAST DOUBLE

TEE BY PC MFR

PRECAST DOUBLE

TEE BY PC MFR

CONNECTION

BY PC MFR

T/SLAB

SEE PLAN

T/SLAB

SEE PLAN

DIAPHRAGM STEEL SPECIFIED

BY PRECAST MFR, TYP

PRECAST HAUNCH

BY PC MFR

PRECAST INVERTED TEE

BY PC MFR

PRECAST DOUBLE TEE

BY PC MFR

PRECAST WALL

BY PC MFR

CONCRETE WASH

FELT PAPER BOND BREAKER,

TYP AT ALL WASH LOCATIONS

TO PRECAST

T/SLAB

SEE PLAN

3" 3'

T/WALL

PER PLAN

COORDINATE HOIST BEAM WITH ELEVATOR SHOP DRAWINGS

T/SLAB

SEE PLAN

T/STL

SEE PLAN

SLAB PER PLAN

HOIST BEAM

PER PLAN

1/4 (2)-L4x4x5/16

W/ LONG SLOTS

T/PARAPET

SEE ARCH

1'

2'

PRECAST WALL

BY PC MFR

1/2"x14"x1'-2" EMBED PLATE W/

(4) - 1/2" Ø x 4" HEADED STUDS

SLAB PER PLAN

BEAM PER PLAN

PRECAST WALL

BY PC MFR

T/SLAB

SEE PLAN

(2)-L4x4x5/16

W/ LONG SLOTS

1/4

1/2"x14"x1'-2" EMBED PLATE W/

(4) - 1/2" Ø x 4" HEADED STUDS

T/STL

SEE PLAN

PRECAST DOUBLE TEE

MASONRY WALL PER PLAN

INFILL ALL GAPS BETWEEN MASONRY

WALL AND PRECAST DOUBLE TEE

WITH COMPRESSIBLE FILL

TYP

2"

2"

A

HSS PER PLAN

DECK PER PLAN

CONT EDGE HSS PER PLAN

1/4

1/4 1/4

L4x4x1/4

PRECAST DOUBLE

TEE BY PC MFR

T/SPANDREL

SEE ELEV.

EMBED BY PC MFR

T/SLAB

SEE PLAN

BEARING PAD BY PC MFR

CONNECTION BY PC MFR

CONCRETE WASH

FELT PAPER BOND BREAKER,

TYP AT ALL WASH LOCATIONS

TO PRECAST

T/STL

SEE PLAN

3'

3"

4'

/2

PRECAST SPANDREL

BY PC MFR. SEE ARCH PLANS

FOR REVEALS AND FINISHES

6' - 0"

5' - 3 1/2" 8 1/2"

L4x4x5/16

1/4" / 12"

SF502

Sim

SF502

Sim

2' - 7 1/2"

HSS PER PLAN

DECK PER PLAN

CONT EDGE HSS PER PLAN

1/4

1/4

1/4

L4x4x1/4

EMBED BY PC MFR

PRECAST DOUBLE

TEE BY PC MFR

T/SPANDREL

SEE ELEV.

T/SLAB

SEE PLAN

CONCRETE WASH

FELT PAPER BOND BREAKER,

TYP AT ALL WASH LOCATIONS

TO PRECAST

T/STL

SEE PLAN

4'

/2

PRECAST SPANDREL

BY PC MFR. SEE ARCH PLANS

FOR REVEALS AND FINISHES

6' - 0" 2"

L4x4x5/16"

1/4" / 12"

3" 3'

SF502

SF502

2' - 7 1/2"

T/STL

SEE PLAN

L4x4x1/4 x 0'-6", NS AND FS

HSS BEAM PER PLAN

3/16

3 SIDES, TYP

PRECAST DOUBLE

TEE BY PC MFR

T/SPANDREL

SEE ELEV.

T/SLAB

SEE PLAN

CONCRETE WASH

FELT PAPER BOND BREAKER,

TYP AT ALL WASH LOCATIONS

TO PRECAST

PRECAST SPANDREL

BY PC MFR. SEE ARCH PLANS

FOR REVEALS AND FINISHES

2"

1/4" / 12"

HSS PER PLAN

DECK PER PLAN

CONT EDGE HSS PER PLAN

T/SLAB

SEE PLAN

PRECAST SLAB

BY PC MFR

PRECAST BEAM BY PC MFR

T/BEAM

SEE ELEV.

1/4

L4x4x1/4

EMBED BY PC MFR

1 1/4" DIA. STEEL ROD

1/2" x 5" x 5" TAB

5/8" x 8" x 6" PLATE

5/166

5/166

EMBED BY PC MFR

5/16 5

5/16 5

.0

8' - 0"

1/4 4" MIN

1/4

1/4

DECK PER PLAN

HSS PER PLAN

12"x6"x1/2" PLATE

1/4

1/4

1/4 4" MIN

PRECAST WALL AND

EMBED BY PC MFR

12"x6"x1/2" PLATE

ANGLE PER ELEVATION

.0

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\a k e n n e d y \D o c u m e n ts \2

.1

S v a k e n n e d y g u id o n d e s ig n .c o m

.r v t

/1 /2

:4

:5

P M

SF502

FRAMING SECTIONS AND DETAILS

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

STACEY PAUL

MILLER REMICK

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NJ 08034

BENJAMIN HARLESS

WEST HAVEN PARKING GARAGE

DESIGN

WEST HAVEN, CT

689-409

FACILITIES MANAGEMENT

11/30/2021 MAV WJT

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

856.429.4000

SCALE: 3/4" = 1'-0"SF502

2 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

1 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

4 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

3 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

11 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

12 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

14 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

7 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

8 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

13 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

5 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

6 FRAMING SECTION

SCALE: 1 1/2" = 1'-0"SF502

10 DETAIL

SCALE: 1 1/2" = 1'-0"SF502

9 DETAIL