36C25018B0093-00001026.pdf

PDF 604 KB Posted Jan 22, 2018

Attached to: North Parking Structure 506-331 Federal contract opportunity
Solicitation number: 36C25018B0093
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

About this file

From the source

36C25018B0093 00001 024 S-210.pdf

View the file

Other files for this federal contract opportunity

Other files attached to North Parking Structure 506-331, newest first.
File	Type	Posted
36C25018C0106-000.docx	DOCX document	Jul 13, 2018
36C25018B0093-00004000.docx	DOCX document	Feb 26, 2018
36C25018B0093-00003000.docx	DOCX document	Feb 13, 2018
36C25018B0093-00002006.pdf	PDF	Feb 8, 2018
36C25018B0093-00002002.pdf	PDF	Feb 8, 2018
36C25018B0093-00001045.pdf	PDF	Jan 22, 2018
36C25018B0093-00001049.pdf	PDF	Jan 22, 2018
36C25018B0093-00001002.pdf	PDF	Jan 22, 2018
36C25018B0093-00001014.pdf	PDF	Jan 22, 2018
36C25018B0093-00001076.pdf	PDF	Jan 22, 2018
36C25018B0093-00001031.pdf	PDF	Jan 22, 2018
36C25018B0093-00001054.pdf	PDF	Jan 22, 2018
36C25018B0093-00001043.pdf	PDF	Jan 22, 2018
36C25018B0093-00001003.pdf	PDF	Jan 22, 2018
36C25018B0093-00001094.pdf	PDF	Jan 22, 2018
36C25018B0093-00001061.pdf	PDF	Jan 22, 2018
36C25018B0093-00001082.pdf	PDF	Jan 22, 2018
36C25018B0093-00001010.pdf	PDF	Jan 22, 2018
36C25018B0093-00001077.pdf	PDF	Jan 22, 2018
36C25018B0093-00001039.pdf	PDF	Jan 22, 2018
36C25018B0093-00001056.pdf	PDF	Jan 22, 2018
36C25018B0093-00001109.pdf	PDF	Jan 22, 2018
36C25018B0093-00001008.pdf	PDF	Jan 22, 2018
36C25018B0093-00001093.pdf	PDF	Jan 22, 2018
36C25018B0093-00001091.pdf	PDF	Jan 22, 2018
36C25018B0093-00001001.pdf	PDF	Jan 22, 2018
36C25018B0093-00001046.pdf	PDF	Jan 22, 2018
36C25018B0093-00001078.pdf	PDF	Jan 22, 2018
36C25018B0093-00001104.pdf	PDF	Jan 22, 2018
36C25018B0093-00001007.pdf	PDF	Jan 22, 2018
36C25018B0093-00001005.pdf	PDF	Jan 22, 2018
36C25018B0093-00001018.pdf	PDF	Jan 22, 2018
36C25018B0093-00001063.pdf	PDF	Jan 22, 2018
36C25018B0093-00001058.pdf	PDF	Jan 22, 2018
36C25018B0093-00001080.pdf	PDF	Jan 22, 2018
36C25018B0093-00001040.pdf	PDF	Jan 22, 2018
36C25018B0093-00001092.pdf	PDF	Jan 22, 2018
36C25018B0093-00001064.pdf	PDF	Jan 22, 2018
36C25018B0093-00001025.pdf	PDF	Jan 22, 2018
36C25018B0093-00001095.pdf	PDF	Jan 22, 2018
36C25018B0093-00001088.pdf	PDF	Jan 22, 2018
36C25018B0093-00001067.pdf	PDF	Jan 22, 2018
36C25018B0093-00001081.pdf	PDF	Jan 22, 2018
36C25018B0093-00001020.pdf	PDF	Jan 22, 2018
36C25018B0093-00001066.pdf	PDF	Jan 22, 2018
36C25018B0093-00001085.pdf	PDF	Jan 22, 2018
36C25018B0093-002.pdf	PDF	Jan 12, 2018
36C25018B0093-014.pdf	PDF	Jan 12, 2018
36C25018B0093-013.pdf	PDF	Jan 12, 2018
36C25018B0093-004.pdf	PDF	Jan 12, 2018

Show all 50

North Parking Structure 506-331 has more files on GovTribe.

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

P/C SHEARWALL NOTES:

S-210

8 OR 9

S-210

8 OR 9

S-210

Bancroft-AE Project No. 16-121 www.bancroft-ae.com

700 Nicholas Blvd., Suite 300 Elk Grove Village, IL 60007 Telephone : 847.952.9362

WALKER

PARKING CONSULTANTS

525 Avis Drive, Suite 1 Ann Arbor, MI 48108

3815 Plaza Drive Ann Arbor, Michigan 48108

(734) 995-0200 • www.midwesternconsulting.com

Land Development • Land Survey • Institutional • Municipal Wireless Communications • Transportation • Landfill Services

S-210

SHEARWALL ELEVATIONS AND

DETAILS

AutoCAD SHX Text SW1. FOR GENERAL NOTES SEE DRAWING S-001. FOR GENERAL NOTES SEE DRAWING S-001. SW2. SHEARWALL DESIGN IS PERFORMANCE DESIGN AND SHALL INCLUDE SHEARWALL DESIGN IS PERFORMANCE DESIGN AND SHALL INCLUDE SIZE, NUMBER, AND LOCATION OF VERTICAL AND HORIZONTAL REINFORCING. DESIGN SHALL ALSO INCLUDE BASE CONNECTIONS, PIECE CONNECTIONS, HAUNCH OR LEDGE REINFORCEMENT, AND SIZE, NUMBER, AND SPACING OF INSERT/COIL ROD (OR OTHER SHEAR TRANSFER) CONNECTIONS INTO POUR STRIPS FOR SHEAR TRANSFER OF LATERAL LOADS. SEE SPECIFICATION 034133 FOR PRECAST CONCRETE. SW3. FOR SHEAR WALL SIZES, SEE SHEARWALL ELEVATIONS THIS SHEET FOR SHEAR WALL SIZES, SEE SHEARWALL ELEVATIONS THIS SHEET AND STRUCTURAL DETAILS. SW4. FOR EMBEDDED PLATES TO RECEIVE WELDS AS PART OF WELDED FOR EMBEDDED PLATES TO RECEIVE WELDS AS PART OF WELDED CONNECTIONS SEE 12/S-510. SW5. FOR SHEARWALL BASE CONNECTION SEE 9/S-210. FOR SHEARWALL BASE CONNECTION SEE 9/S-210. SW6. FOR LATERAL LOADS DUE TO WIND SEE 1 THRU 6/S-210. LOADS FOR LATERAL LOADS DUE TO WIND SEE 1 THRU 6/S-210. LOADS INDICATED ARE REVERSIBLE. SW7. SHEARWALL PANELS AND COLUMN SECTIONS SHALL BE CONNECTED SHEARWALL PANELS AND COLUMN SECTIONS SHALL BE CONNECTED TO ACT AS ONE INTEGRAL UNIT. SW8. CONNECTIONS FOR FUTURE EXPANSION ARE NOT REQUIRED IN TOPS CONNECTIONS FOR FUTURE EXPANSION ARE NOT REQUIRED IN TOPS OF SHEARWALLS FOR THIS CONSTRUCTION PHASE.

AutoCAD SHX Text

AT SHEAR WALLS

AutoCAD SHX Text

NOTE: (4) CONNECTIONS PER COLUMN MIN

AutoCAD SHX Text

PERFORMANCE DESIGN

AutoCAD SHX Text

P/C COL

AutoCAD SHX Text

P/C COL

AutoCAD SHX Text PRE GROUT (PRE) U NMB SPLICE SLEEVE CAST IN LOWER COLUMN (GROUT SLEEVE PER NMB REQUIREMENTS) OR APPROVED EQUIVALENT.

AutoCAD SHX Text

DRY PACK (CONT)

AutoCAD SHX Text

RUBBER PLUG

AutoCAD SHX Text

CONNECTION DETAIL

AutoCAD SHX Text

WELD PLATE

AutoCAD SHX Text

P/C PANEL

AutoCAD SHX Text

P/C PANEL

AutoCAD SHX Text

EXTERIOR SIDE

AutoCAD SHX Text

INTERIOR SIDE

AutoCAD SHX Text

OR CIP GRADE WALL

AutoCAD SHX Text

EMBED PLATE W/ ANCHORS

AutoCAD SHX Text

EMBED PLATE W/ BARS X PANEL HT

AutoCAD SHX Text

NSNS GROUT

AutoCAD SHX Text

NSNS GROUT

AutoCAD SHX Text

CONNECTION DETAIL

AutoCAD SHX Text

PERFORMANCE DESIGN

AutoCAD SHX Text

CONT SEALANT

AutoCAD SHX Text

P/C PANEL

AutoCAD SHX Text

P/C PANEL

AutoCAD SHX Text

DRY PACK (CONT)

AutoCAD SHX Text

RUBBER PLUG

AutoCAD SHX Text PRE GROUT (PRE) U NMB SPLICE SLEEVE OR APPROVED EQUIVALENT CAST IN LOWER PANEL (GROUT SLEEVE PER NMB REQUIREMENTS)

AutoCAD SHX Text

CONNECTION DETAIL

AutoCAD SHX Text

PERFORMANCE DESIGN

AutoCAD SHX Text

TOP OF FOUNDATION WALL

AutoCAD SHX Text

P/C SHEARWALL PANELS SEE NOTE SW7

AutoCAD SHX Text

SHEARWALL ELEVATION

AutoCAD SHX Text

SEE ARCH

AutoCAD SHX Text

LEVEL CC = 20K

AutoCAD SHX Text

LEVEL EE = 25K

AutoCAD SHX Text

LEVEL DD = 20K

AutoCAD SHX Text

FUTURE LEVEL FF = 20K

AutoCAD SHX Text

BASE SHEAR V = 95K

AutoCAD SHX Text

NOTE: FORCES SHOWN ARE ULTIMATE WIND LATERAL FORCES AT EACH LEVEL.

AutoCAD SHX Text D

AutoCAD SHX Text

CIP FOUNDATION WALL

AutoCAD SHX Text

@ P/C OPTION

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

LEVEL BB = 10K

AutoCAD SHX Text

SEE ARCH

AutoCAD SHX Text

P/C SHEARWALL PANEL. SEE NOTE SW7

AutoCAD SHX Text

SHEARWALL ELEVATION

AutoCAD SHX Text

FIELD VERIFY

AutoCAD SHX Text

LEVEL E = 20K

AutoCAD SHX Text

LEVEL D

AutoCAD SHX Text

FUTURE LEVEL = 20K

AutoCAD SHX Text

NOTE: FORCES SHOWN ARE ULTIMATE WIND LATERAL FORCES AT EACH LEVEL.

AutoCAD SHX Text D

AutoCAD SHX Text

EXISTING P/C SHEARWALL PANEL SHOWN SHADED

AutoCAD SHX Text

(EXISTING)

AutoCAD SHX Text

BEAM POCKET

AutoCAD SHX Text

SEE ARCH

AutoCAD SHX Text

SPANDREL BEAM POCKET

AutoCAD SHX Text

FUTURE P/C SHEARWALL PANEL.

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

FIELD VERIFY EXISTING CONNECTION LOCATIONS

AutoCAD SHX Text

TOP OF FOUNDATION WALL

AutoCAD SHX Text

P/C SHEARWALL PANELS

AutoCAD SHX Text

SHEARWALL ELEVATION

AutoCAD SHX Text

SEE 4/S-504

AutoCAD SHX Text

SEE ARCH

AutoCAD SHX Text

LEVEL C = 20K

AutoCAD SHX Text

LEVEL E = 25K

AutoCAD SHX Text

LEVEL D = 20K

AutoCAD SHX Text

FUTURE LEVEL = 20K

AutoCAD SHX Text

BASE SHEAR V = 95K

AutoCAD SHX Text

NOTE: FORCES SHOWN ARE ULTIMATE WIND LATERAL FORCES AT EACH LEVEL.

AutoCAD SHX Text D

AutoCAD SHX Text

CIP FOUNDATION WALL

AutoCAD SHX Text

@ P/C OPTION

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

LEVEL B = 10K

AutoCAD SHX Text

PROVIDE POCKET AND CONNECTIONS FOR FUTURE BEAM

AutoCAD SHX Text

LEVEL E = 20K

AutoCAD SHX Text

FIELD VERIFY EXISTING CONNECTION LOCATIONS

AutoCAD SHX Text

SHEARWALL ELEVATION

AutoCAD SHX Text

NOTE: FORCES SHOWN ARE ULTIMATE WIND LATERAL FORCES AT EACH LEVEL.

AutoCAD SHX Text

FUTURE LEVEL = 20K

AutoCAD SHX Text D

AutoCAD SHX Text

EXISTING P/C SHEARWALL PANEL SHOWN SHADED

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

FIELD VERIFY

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

SEE ARCH

AutoCAD SHX Text

HAUNCH

AutoCAD SHX Text

SHEARWALL PANEL OPENING TYP

AutoCAD SHX Text

TOP OF SHEARWALL TO MATCH TOP OF WASH

AutoCAD SHX Text

SHEARWALL ELEVATION

AutoCAD SHX Text

FUTURE LEVEL = 25K

AutoCAD SHX Text

NOTE: FORCES SHOWN ARE ULTIMATE WIND LATERAL FORCES AT EACH LEVEL.

AutoCAD SHX Text

LEVEL E = 25K

AutoCAD SHX Text

LEVEL D

AutoCAD SHX Text

LEVEL C

AutoCAD SHX Text

LEVEL B

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

EXISTING P/C SHEARWALL PANELS SHOWN SHADED

AutoCAD SHX Text

FIELD VERIFY EXISTING CONNECTION LOCATIONS

AutoCAD SHX Text 4'-0"W x 5'-0"H OPENINGS TO MATCH EXISTING

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

FIELD VERIFY

AutoCAD SHX Text

HAUNCH

AutoCAD SHX Text

SHEARWALL PANEL OPENING TYP

AutoCAD SHX Text

TOP OF SHEARWALL TO MATCH TOP OF WASH

AutoCAD SHX Text

SHEARWALL ELEVATION

AutoCAD SHX Text

FUTURE LEVEL = 25K

AutoCAD SHX Text

NOTE: FORCES SHOWN ARE ULTIMATE WIND LATERAL FORCES AT EACH LEVEL.

AutoCAD SHX Text

LEVEL E = 25K

AutoCAD SHX Text

LEVEL D

AutoCAD SHX Text

LEVEL C

AutoCAD SHX Text

LEVEL B

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

EXISTING P/C SHEARWALL PANELS SHOWN SHADED

AutoCAD SHX Text 4'-0"W x 5'-0"H OPENINGS TO MATCH EXISTING

AutoCAD SHX Text

FIELD VERIFY EXISTING CONNECTION LOCATIONS

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

FIELD VERIFY

AutoCAD SHX Text

COORDINATE STAIR OPENING WITH S-401 AND ARCH STAIR DRAWINGS

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

ARCHITECT & ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text 506-331

AutoCAD SHX Text

ANN ARBOR, MICHIGAN

AutoCAD SHX Text

CONSTRUCT NORTH

AutoCAD SHX Text

PARKING STRUCTURE

AutoCAD SHX Text

KJW

AutoCAD SHX Text

JBM

AutoCAD SHX Text 08-18-2017

AutoCAD SHX Text 03-06-2017

AutoCAD SHX Text

35% SCHEMATIC DESIGN SUBMISSION

AutoCAD SHX Text 04-19-2017

AutoCAD SHX Text

65% DESIGN DEVELOPMENT SUBMISSION

AutoCAD SHX Text 06-15-2017

AutoCAD SHX Text

95% CONSTRUCTION DOCUMENTS SUBMISSION

AutoCAD SHX Text 07-24-2017

AutoCAD SHX Text

100% BID DOCUMENTS-NOT FOR CONSTRUCTION

AutoCAD SHX Text 08-18-2017

AutoCAD SHX Text

100% FINAL BID DOCUMENTS

AutoCAD SHX Text N

AutoCAD SHX Text

KEYPLAN

AutoCAD SHX Text

VA CONTRACT NO. VA250-17-C-0008

AutoCAD SHX Text

100%%% FINAL BID DOCUMENTS

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

MIDWESTERN

AutoCAD SHX Text

CONSULTING

Sheets and Views

Layout1

File details come from the government source that posted it.