S3-01_-_TYPICAL_DETAILS.pdf

EXISTING CONCRETE

RIBBED SLAB

4 1/2" CONCRETE ON 2"

METAL DECK (6 1/2" TOTAL)

NEW W-SHAPE SEE PLAN

COORDINATE LENGTH WITH

EXISTING CONDITIONS.

WWF

NOTE: CONTRACTOR TO V.I.F. EXISTING

CONDITIONS PRIOR TO STEEL FABRICATION.

LIGHT GAGE POUR STOP

1/4

(2)L4x4x3/8

/2

/2

3" 1'-0" 3"

1/2" PLATE WITH (4)1" DIA

HILTI HAS ROD W/ HY 200

ANCHORING SYSTEM 4"

EMBED.

V .I .F

TOP OF EXISTING

SLAB

BOTTOM OF RIB

1/2" PLATE

SEE DETAIL A DETAIL A

GRID

EXISTING CONCRETE

RIBBED SLAB

4 1/2" CONCRETE ON 2"

METAL DECK (6 1/2"

TOTAL)

NEW W-SHAPE SEE PLAN

COORDINATE LENGTH WITH

EXISTING CONDITIONS.

1/4

(2)L4x4x3/8

NOTE: CONTRACTOR TO V.I.F. EXISTING

CONDITIONS PRIOR TO STEEL FABRICATION.

LIGHT GAGE

POUR STOP

/2

/2

3" 1'-0" 3"

1/2" PLATE WITH (4)1" DIA

HILTI HAS ROD W/ HY 200

ANCHORING SYSTEM 4"

EMBED.

V .I .F

TOP OF EXISTING

SLAB

BOTTOM OF RIB

1/2" PLATE

SEE DETAIL A DETAIL A

EXISTING CONCRETE

BEAM

4 1/2" CONCRETE

ON 2" METAL DECK

(6 1/2" TOTAL)

NEW W-SHAPE (SEE PLAN)

COORDINATE LENGTH WITH

EXISTING CONDITIONS

LIGHTGAGE POUR

STOP

EXISTING CONCRETE

JOISTS AT 3'-1"oc

MAX. (VERIFY IN

FIELD)

EXISTING

CONCRETE SLAB

THREADED RODS AND

MOUNTING PLATE BY

PARTITION

MANUFACTURER

(2) 1/2" DIA. HILTI KWIK

BOLT TZ EXPANSION

ANCHORS AT CENTER

OF EXISTING CONCRETE

JOIST (EMBED. = 3 1/4")

5"

NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR PARTITION LOCATION

2. TYPICAL DETAIL IS FOR 20'-0" MAXIMUM LENGTH PARTITION

SWAY BRACING (IF

REQUIRED) BY PARTITION

MANUFACTURER

CONT. W8x31

EXISTING CONCRETE

JOISTS AT 3'-1"oc MAX.

(VERIFY IN FIELD)

EXISTING

CONCRETE SLAB

THREADED RODS AND

MOUNTING PLATE BY

PARTITION

MANUFACTURER

(2) 1/2" DIA. HILTI KWIK

BOLT TZ EXPANSION

ANCHORS AT CENTER

OF EXISTING CONCRETE

JOIST (EMBED. = 3 1/4")

NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR PARTITION LOCATION

2. TYPICAL DETAIL IS FOR 20'-0" MAXIMUM LENGTH PARTITION

SWAY BRACING (IF

REQUIRED) BY PARTITION

MANUFACTURER

CONT. W8x31

3/16

(2) 1/2" DIA. HILTI KWIK

BOLT TZ EXPANSION

ANCHORS AT CENTER

OF EXISTING CONCRETE

JOIST (EMBED. = 3 1/4")

C10x15.3 AT 4'-0"oc (PROVIDE CHANNELS AT 2'-0" oc AT FIRST

6'-0" OF STACKING END OF

PARTITION)

© 2015 Erdy McHenry Architecture, LLC

DRAWN BY:

Erdy McHenry Architecture, LLC 915 North Orianna Street Philadelphia, Pennsylvania 19123 ph: 215.925.7000 fax: 215.925.1990 web: http://www.em-arc.com

Architect:

SCOTT A. ERDY, AIA

DAVID S. MCHENRY, AIA

emArchitecture

SCALE:

PROJECT NO:

DATE:

SHEET NUMBER:

P lo tte d:

GSA Building No.

GSA Project No.

GSA Contract No.

GSA Solicitation No.

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F o r o ff ic a l u s e o n ly

C o p y in g d is s e m in a ti o n o r d is tr ib u ti o n o f th is d o c u m e n t to u n a u th ri z e d r e c ip ie n ts i s p ro h ib it e d D o n o t re m o v e t h is n o ti c e

P ro p e rl y d e s tr o y o r re tu rn d o c u m e n ts w h e n n o l o n g e r n e e d e d

PA0277

VPA00027

GS-03P-15-AZ-C-1020

GS-03P-14-AZ-C-0020

3/4" = 1'-0"

S3.01

TYPICAL

DETAILS

1158.00PMW

03/28/16

CONSOLIDATION PROJECT

GREEN FEDERAL BUILDING

190 Witherspoon Street Princeton, PA 19106

Studi Hillier 190 Witherspoon Street Princeton, NJ 08542

Program + Strategy Consultant

Greenman - Peterson, Inc. (GPI) 50 Glenmaura National BLVD.

Suite 12 Scranton, PA 18505

MEP Engineer

Antis Veterans Engineering and Technical Services 2074 Cobblestone Lane Reston, VA 20191

Structural Engineer

TCT Cost Consultants, LLC 1090 Vermont Avenue NW Suit 230 Wahington, DC 20005

Cost Specialist

Praxis Building Solutions. LLC 2401 Walnut Street Suite 102 Philadelphia, PA 19103

Green Building Consultant

Beam, Ltd 428 West Waverly Road Glenside, PA 19038

Lighting Consultant

Cerami & Associates 404 Fifth Avenue New York, NY 10018

Acoustical Consultant

Weidlinger Associates 1825 K Street Avenue NW Suite 350 Washington, DC 2006

Security + Blast

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

TYPICAL CONNECTION DETAIL

Scale: 3/4" = 1'-0"2

TYPICAL CONNECTION DETAIL

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

TYPICAL CONNECTION DETAIL

Drawing Issue Date Issued for Core & Shell Package 05-06-16

Addendum #1 06-10-16

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

TYPICAL OPERABLE PARTITION SUPPORT

(PERPENDICULAR TO CONCRETE JOISTS) Scale: 3/4" = 1'-0"5

TYPICAL OPERABLE PARTITION SUPPORT

(PARALLEL TO CONCRETE JOISTS)