36C25018B0093-00001031.pdf

PDF 828 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

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36C25018B0093 00001 029 S-503.pdf

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36C25018B0093-00005002.pdf	PDF	Mar 1, 2018
36C25018B0093-00003002.pdf	PDF	Feb 13, 2018
36C25018B0093-00002003.pdf	PDF	Feb 8, 2018
36C25018B0093-00002005.pdf	PDF	Feb 8, 2018
36C25018B0093-00002002.pdf	PDF	Feb 8, 2018
36C25018B0093-00001004.pdf	PDF	Jan 22, 2018
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36C25018B0093-00001024.pdf	PDF	Jan 22, 2018
36C25018B0093-00001017.pdf	PDF	Jan 22, 2018
36C25018B0093-00001102.pdf	PDF	Jan 22, 2018
36C25018B0093-00001030.pdf	PDF	Jan 22, 2018
36C25018B0093-00001106.pdf	PDF	Jan 22, 2018
36C25018B0093-00001083.pdf	PDF	Jan 22, 2018
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36C25018B0093-00001012.pdf	PDF	Jan 22, 2018
36C25018B0093-00001110.pdf	PDF	Jan 22, 2018
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36C25018B0093-00001086.pdf	PDF	Jan 22, 2018
36C25018B0093-00001112.pdf	PDF	Jan 22, 2018
36C25018B0093-00001101.pdf	PDF	Jan 22, 2018
36C25018B0093-00001029.pdf	PDF	Jan 22, 2018
36C25018B0093-00001015.pdf	PDF	Jan 22, 2018
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36C25018B0093-001.docx	DOCX document	Jan 12, 2018

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x x x

SEE PLAN

6"6"4'-0" WASH

TYP

Y P

SEE

PLAN

12"

SEE 1/S-220

GRADE SLAB

SEE PLAN

VARIES

P/C LIGHTWALL

2" CLR

TYP

1'-4" CIP WALL W/

#4 @ 12" HORIZ EA

FACE

FOR LIGHTWALL

CONNECTION. SEE

5/S-220

GRADE SLAB

@ 12" OC

#7 @ 12" VERT EF

COVE SEALANT, EA SIDE

#4 x 2'-6" EA SIDE OF INSERT

0 1' 2' 3'

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

INTERIOR WALL DETAIL

SEE

CLR

PILE CAP

HOOK BARS

#6 @ 12" OC EW

DOWELS TO MATCH

VERT. EXTEND 2'-6"

INTO CAP.

#8 @ 6"

OC EW

CONTINUOUS

DAMPPROOFING

3/4" DIA x 2'-6" COIL ROD &

INSERT (GALV) @ 4'-0" OC @

HIGH SIDE ONLY

PROVIDE VERT CJ'S IN

WALL PER 1/S-220

PLAN

2'-0" 2'-0" 2'-0"2'-0"

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-503

FOUNDATION DETAILS

AutoCAD SHX Text F

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EXTERIOR WALL DETAIL

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

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SEE ARCH

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SEE CIVIL

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VARIES

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COVE SEALANT

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SEE

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SEE ARCH FOR TOP OF WALL & REVEALS AT EXTERIOR FACE

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VARIES

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SEE PLAN

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GRADE SLAB

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CAST TIGHT W/ BOND BREAKER

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CIP WALL W/ #5 @ 12" EW,EF

AutoCAD SHX Text

CIP PILE CAP W/ #6 @ 12" EW TOP & BOT

AutoCAD SHX Text #5 DOWELS x 4'-0" @ 12" OC EXTEND 1'-8" INTO CAP

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EXTEND LONGITUDINAL BARS 3'-0" INTO CAPS @ END

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RAILING SEE ARCH

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PLAN

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CONTINUOUS DAMPPROOFING

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EXTERIOR PILASTER DETAIL

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

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SEE ARCH

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SEE CIVIL

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VARIES

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SEE PLAN

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NOTE: CIP PILASTER SEE PLAN & SCHEDULE FOR REMAINDER OF INFORMATION

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VARIES

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SEE PLAN

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DOWELS - SEE PILASTER SCHD

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WALL (BEYOND)

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GRADE SLAB

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CONTINUE WALL REINF THRU PILASTER

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PILE CAP SEE PLAN & SCHEDULE

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BRICK SEE ARCH

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P/C COLUMN SEE 1/S-510 FOR BASE DETAIL

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COVE SEALANT AROUND PILASTER

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1/2" JOINT FILLER AROUND PILASTER (TYP)

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EXTERIOR WALL DETAIL

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

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SEE ARCH

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SEE CIVIL

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VARIES

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SEE PLAN

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P/C TEE

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EXP JT SEE 11/S-515

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COVE SEALANT

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VARIES

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CAST TIGHT W/ BOND BREAKER

AutoCAD SHX Text CIP PILE CAP w/ #8 @ 12" EW TOP & BOT

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VARIES

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SEE PLAN

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VARIES

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CIP WALL W/ #6 @ 12" HORZ EF

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SEE PLAN

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#5 @ 12" OC

AutoCAD SHX Text #6 @ 12"

AutoCAD SHX Text #8 @ 12"

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DAMPPROOFING

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DRAIN TILE

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#8 DOWELS X 6'-6" @ 12" OC EXTEND 3'-0" INTO CAP

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#6 DOWELS X 5'-0" @ 12" OC EXTEND 2'-6" INTO CAP

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SLIDE BRG PAD SEE 11/S-520

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1/2" CHAMFER

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#4 @ 12" OC

AutoCAD SHX Text 1'-0"

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EXTEND LONGITUDINAL BARS 3'-0" INTO CAPS @ END

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GRADE SLAB

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RAILING - SEE ARCH

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(3) #5 MIN x CONT @ 6" OC (EPOXY COATED)

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ANGLE SUPPORT. SEE 5/S-504

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EXTERIOR PILASTER DETAIL

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

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SEE CIVIL

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VARIES

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SEE PLAN

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NOTE: CIP PILASTER SEE PLAN & SCHEDULE FOR REMAINDER OF INFORMATION

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VARIES

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SEE PLAN

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GRADE SLAB

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HORIZONTAL WALL REINF CONTINUES THRU PILASTER

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PILE CAP SEE PLAN & SCHEDULE

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P/C TEE STEM BEYOND

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EXP JT SEE 11/S-515

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P/C COLUMN - SEE 1/S-510 FOR BASE DETAIL

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SEE ARCH

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DAMPPROOFING

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DRAIN TILE

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BRICK - SEE ARCH

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DOWELS - SEE PILASTER SCHED

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COVE SEALANT AROUND PILASTER

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1/2" JOINT FILLER AROUND PILASTER (TYP)

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EXTERIOR WALL DETAIL

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

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CIP WALL W/ #5 @ 12" EW,EF. SEE ARCH FOR REVEALS @ EXTERIOR

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VARIES

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P/C SHEARWALL SEE 9/S-210 FOR CONNECTION

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SEE

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PLAN

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PILASTER (BEYOND) SEE PLAN

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COVE SEALANT

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GRADE SLAB

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CIP PILE CAP SEE SCHED

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SEE CIVIL

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VARIES

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SEE PLAN

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DAMPPROOFING

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DRAIN TILE

AutoCAD SHX Text #5 DOWELS x 4'-0" @ 12" OC EXTEND 2'-0" INTO CAP

AutoCAD SHX Text

#4 @ 12" OC

AutoCAD SHX Text 1'-0"

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SEE ARCH

AutoCAD SHX Text F,25

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EXTERIOR WALL DETAIL

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

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SEE CIVIL

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VARIES

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COVE SEALANT

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SEE PLAN

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VARIES

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SEE

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GRADE SLAB

AutoCAD SHX Text

CAST TIGHT W/ BOND BREAKER

AutoCAD SHX Text CIP PILE CAP w/ #6 @ 12" EW TOP & BOT

AutoCAD SHX Text

EXTEND LONGITUDINAL BARS 3'-0" INTO CAPS @ END

AutoCAD SHX Text

PROVIDE HOOKS EA END FOR BARS WITHIN 4'-0" OF PILE

AutoCAD SHX Text CIP WALL w/#5 @ 12" EW, EF

AutoCAD SHX Text

DRAIN TILE

AutoCAD SHX Text

DAMPPROOFING

AutoCAD SHX Text #5 DOWELS x 4'-0" @ 12" OC EXTEND 1'-8" INTO CAP

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SEE ARCH

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SEE ARCH FOR REVEALS @ EXTERIOR

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RAILING SEE ARCH

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PLAN

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COVE SEALANT

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GRADE SLAB

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4" MIN BEARING

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P/C TEE

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SLIDE SIDE

AutoCAD SHX Text #4 @ 24"

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STATIC SIDE

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12" CIP WALL W/ #5 @ 12" VERT & #4 @ 12" HORIZ

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EXPANSION JOINT SEE 11/S-515

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(2) "KOROLATH PE" BRG PADS 4" X 1/4" X CONT SECURE UPPER PAD TO TEE FLANGE W/ 3/16" DIA SS SELF TAPPING SCREWS @ 18" OC PRIOR TO TEE ERECTION & ANCHOR LOWER PAD IN GROUT W/ SS SCREWS @ 18" OC (BOTH DRILLED W/ COUNTERSUNK BIT)

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TOOLED JOINT W/ SEALANT

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CAST TIGHT W/ BOND BREAKER

AutoCAD SHX Text SUGGESTED CONSTRUCTION SEQUENCE: 1. PLACE WALL - BRACE AS REQUIRED PLACE WALL - BRACE AS REQUIRED 2. PLACE LOWER GRADE SLAB PLACE LOWER GRADE SLAB 3. SHORE WALL AS REQUIRED SHORE WALL AS REQUIRED 4. BACKFILL WALL BACKFILL WALL 5. PLACE UPPER GRADE SLAB PLACE UPPER GRADE SLAB 6. REMOVE SHORES WHEN CONCRETE REMOVE SHORES WHEN CONCRETE SLABS ATTAIN SPECIFIED STRENGTH

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4'-0" POUR STRIP TO MATCH TEE CAMBER

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4'-0" POUR STRIP TO MATCH TEE CAMBER

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CONT DAMPPROOFING

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GRADE SLAB

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GROUT AFTER POUR STRIP IS CAST & PRIOR TO PLACING EXPANSION JOINT

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CIP PILE CAP W/ #6 @ 12" EW TOP & BOT

AutoCAD SHX Text

EXTEND LONGITUDINAL BARS 3'-0" INTO CAPS @ END

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PROVIDE HOOKS EA END FOR BARS WITHIN 4'-0" OF PILE

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DRAIN TILE

AutoCAD SHX Text #5 DOWELS x 4'-0" @ 12" OC CENTERED IN WALL. EXTEND 1'-8" INTO CAP

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WALL/SLAB DETAIL

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

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EXTERIOR WALL DETAIL

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

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SEE ARCH

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SEE CIVIL

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VARIES

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COVE SEALANT

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SEE

AutoCAD SHX Text SEE ARCH FOR TOP OF WALL & REVEALS AT EXTERIOR FACE. HOLD 1" CLEAR OF P/C SHEARWALL AT END. PROVIDE JOINT COVER BELOW GRADE.

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VARIES

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SEE PLAN

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GRADE SLAB

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CAST TIGHT W/ BOND BREAKER

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CIP WALL W/ #5 @ 12" OC HORIZ EF

AutoCAD SHX Text

CIP PILE CAP W/ #6 @ 12" EW TOP & BOT

AutoCAD SHX Text #5 DOWELS x 4'-0" @ 12" OC EXTEND 1'-8" INTO CAP

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EXTEND LONGITUDINAL BARS 3'-0" INTO CAPS @ END

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RAILING SEE ARCH

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PLAN

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VARIES

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SEE PLAN

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EXP JT SEE 11/S-515

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P/C TEE

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DAMPPROOFING

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DRAIN TILE

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#8 @ 12" OC

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#5 @ 12" OC

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#8 DOWELS @ 12" OC

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(3) #5 MIN x CONT @ 6" OC (EPOXY COATED)

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#4 L-BAR W/ 2'-0" LEGS @ 2'-0" OC (MAX SPACING)

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ANGLE SUPPORT. SEE 6/S-504

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EXTERIOR WALL DETAIL

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

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SEE ARCH

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SEE CIVIL

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COVE SEALANT

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SEE ARCH FOR TOP OF WALL & REVEALS AT EXTERIOR FACE

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VARIES

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SEE PLAN

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GRADE SLAB

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CAST TIGHT W/ BOND BREAKER

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CIP WALL W/ #5 @ 12" EW,EF

AutoCAD SHX Text #5 DOWELS x 4'-0" @ 12" OC EXTEND 1'-8" INTO CAP

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SEE PLAN

AutoCAD SHX Text CIP PILE CAP w/ #6 @ 12" EW TOP & BOT

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PROVIDE HOOKS EA END FOR BARS WITHIN 4'-0" OF PILE

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P/C SPANDREL BEAM. SEE 5/S-522

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DRAIN TILE

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CONTINUOUS DAMPPROOFING

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ARCHITECT & ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text 506-331

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ANN ARBOR, MICHIGAN

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CONSTRUCT NORTH

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PARKING STRUCTURE

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KJW

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JBM

AutoCAD SHX Text 08-18-2017

AutoCAD SHX Text 03-06-2017

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35% SCHEMATIC DESIGN SUBMISSION

AutoCAD SHX Text 04-19-2017

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65% DESIGN DEVELOPMENT SUBMISSION

AutoCAD SHX Text 06-15-2017

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95% CONSTRUCTION DOCUMENTS SUBMISSION

AutoCAD SHX Text 07-24-2017

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100% BID DOCUMENTS-NOT FOR CONSTRUCTION

AutoCAD SHX Text 08-18-2017

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100% FINAL BID DOCUMENTS

AutoCAD SHX Text N

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KEYPLAN

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VA CONTRACT NO. VA250-17-C-0008

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100%%% FINAL BID DOCUMENTS

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CONSULTANTS:

AutoCAD SHX Text Office of Construction and Facilities Management

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MIDWESTERN

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CONSULTING

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