36C25018B0093-009.pdf
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- North Parking Structure 506-331 Federal contract opportunity
- Solicitation number
- 36C25018B0093
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36C25018B0093 S02 - 506-331 NPS - Bid Document Drawings_Part3.pdf
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DRAWING NOTES:
ISOMETRIC
LEVEL AA
LEVEL A
LEVEL B
LEVEL C
LEVEL D
PLAN NORTH
LEVEL E
STAFF ENTRY /
EXIT
PATIENT ENTRY /
EXIT
A-401
S-522
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-103
LEVEL C PLAN
AutoCAD SHX Text 32'
AutoCAD SHX Text
AutoCAD SHX Text 16'
AutoCAD SHX Text 1/16" = 1'-0"
AutoCAD SHX Text 8'
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LEVEL C PLAN
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AutoCAD SHX Text
SEE ARCH FOR REM OF PLAN
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1. REFERENCES: REFERENCES: GENERAL NOTES . . . . . . . . . . . . . . . . . . S-001 S-001 FLOOR DRAIN LOCATIONS & DETAILS . . . . . . . PLUMBING DRAWINGS PLUMBING DRAWINGS 2. DETAIL CUTS & INFORMATION SHOWN ON THIS DRAWING APPLY TO ALL DETAIL CUTS & INFORMATION SHOWN ON THIS DRAWING APPLY TO ALL SUPPORTED LEVELS UNLESS NOTED OTHERWISE. 3. USE STRAIGHT LINE INTERPOLATION FOR FLOOR ELEVATIONS BETWEEN THOSE USE STRAIGHT LINE INTERPOLATION FOR FLOOR ELEVATIONS BETWEEN THOSE INDICATED. SEE 2/S-103 FOR PLAN ELEVATION KEY. 4. FOR LIGHTWALL DETAILS AND NOTES SEE DRAWING S-220. FOR LIGHTWALL DETAILS AND NOTES SEE DRAWING S-220. 5. FOR SHEARWALL DETAILS AND NOTES SEE DRAWING S-210. FOR SHEARWALL DETAILS AND NOTES SEE DRAWING S-210. 6. FOR TYPICAL COLUMN & BEAM DETAILS & NOTES SEE DRAWING S-510. FOR TYPICAL COLUMN & BEAM DETAILS & NOTES SEE DRAWING S-510. 7. FOR TYPICAL TEE DETAILS & NOTES SEE DRAWING S-515. FOR TYPICAL TEE DETAILS & NOTES SEE DRAWING S-515. 8. TYPICAL BAY LAYOUT IS BASED ON 12'-0" WIDE TEES. TYPICAL BAY LAYOUT IS BASED ON 12'-0" WIDE TEES. 9. TRAFFIC COATING OVER ALL CIP POURSTRIPS & WASHES. CONCRETE FINISH AT TRAFFIC COATING OVER ALL CIP POURSTRIPS & WASHES. CONCRETE FINISH AT TRAFFIC COATING AREAS SHALL BE AS REQ'D BY TRAFFIC COATING INSTALLER. SEE 8/S-515 FOR DETAIL AT VERTICAL SURFACES. 10. REFER TO 1/S-521 & 2/S-521 FOR TYPICAL SEALANT REQUIREMENTS AT REFER TO 1/S-521 & 2/S-521 FOR TYPICAL SEALANT REQUIREMENTS AT PRECAST CONCRETE JOINTS. 11. SEE DETAIL 9/S-515 FOR FLOOR DRAIN INSTALLATION DETAIL.SEE DETAIL 9/S-515 FOR FLOOR DRAIN INSTALLATION DETAIL.
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FACE OF BEAM
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AT SLAB ON GRADE
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AT TOPPED TEE
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PLAN ELEVATION
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FACE OF WALL
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PLAN ELEVATION
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PROVIDE WASH AS REQD. SEE PLAN
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SEE STRUCTURAL DETAILS
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PLAN ELEVATION KEY
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NOT TO SCALE
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NOTE 9 (TYP)
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TYP
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@ COL
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TYP
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TYP
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TYP
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PLAN NORTH
AutoCAD SHX Text ELEVATIONS ARE NOTED (+/-) WITH RESPECT TO BASE ELEVATION OF 825'-10" AT LEVEL C.
AutoCAD SHX Text IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THERE IS A MINIMUM OF 8'-2" HEADROOM BETWEEN ALL DRIVING SURFACES AND OVERHEAD BEAMS PRIOR TO PLACING CONCRETE.
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STAIR 2
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FD
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FD
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FD
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EXISTING STRUCTURE
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HORIZONTAL EXPANSION
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EJ
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NOTE 11 TYP
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OH
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ARCHITECT & ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text B
AutoCAD SHX Text A
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AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
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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
AutoCAD SHX Text one half inch = one foot
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AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
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AutoCAD SHX Text B
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AutoCAD SHX Text 506-331
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ANN ARBOR, MICHIGAN
AutoCAD SHX Text
CONSTRUCT NORTH
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PARKING STRUCTURE
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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
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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
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CONSULTANTS:
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text
MIDWESTERN
AutoCAD SHX Text
CONSULTING
LEVEL AA
LEVEL A
LEVEL B
LEVEL C
LEVEL D
PLAN NORTH
LEVEL E
STAFF ENTRY /
EXIT
PATIENT ENTRY /
EXIT
S-210
S-210
S-210
S-210
A-401
A-401
S-401
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-104
LEVEL D PLAN
AutoCAD SHX Text 32'
AutoCAD SHX Text
AutoCAD SHX Text 16'
AutoCAD SHX Text 1/16" = 1'-0"
AutoCAD SHX Text 8'
AutoCAD SHX Text
LEVEL D PLAN
AutoCAD SHX Text
AutoCAD SHX Text
SEE ARCH FOR REM OF PLAN
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1. SEE DRAWING S-103 FOR TYPICAL DRAWING NOTES AND LOCATIONS OF TYPICAL SEE DRAWING S-103 FOR TYPICAL DRAWING NOTES AND LOCATIONS OF TYPICAL DETAIL REFERENCES (UNLESS NOTED). 2. DRILL AND ANCHOR #4 x 2'-10" DOWELS @ 16" OC IN TOP OF EXISTING P/C DRILL AND ANCHOR #4 x 2'-10" DOWELS @ 16" OC IN TOP OF EXISTING P/C PANELS FOR 8" CMU WALL. ANCHOR 10" MIN W/ HILTI HIT HY200 OR APPROVED EQUIVALENT.
AutoCAD SHX Text -1"
AutoCAD SHX Text IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THERE IS A MINIMUM OF 8'-2" HEADROOM BETWEEN ALL DRIVING SURFACES AND OVERHEAD BEAMS PRIOR TO PLACING CONCRETE.
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PLAN NORTH
AutoCAD SHX Text ELEVATIONS ARE NOTED (+/-) WITH RESPECT TO BASE ELEVATION OF 836'-10" AT LEVEL D.
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STAIR 2
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FD
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FD
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FD
AutoCAD SHX Text A
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EXISTING STRUCTURE
AutoCAD SHX Text
HORIZONTAL EXPANSION
AutoCAD SHX Text
AutoCAD SHX Text 12.1
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AutoCAD SHX Text -10'-2 3/4"
AutoCAD SHX Text -10'-0"
AutoCAD SHX Text +9 1/4"
AutoCAD SHX Text +1'-0"
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EJ
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NOTE 2
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
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ARCHITECT & ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
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AutoCAD SHX Text B
AutoCAD SHX Text A
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AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
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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 6"
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AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
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AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
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AutoCAD SHX Text 506-331
AutoCAD SHX Text
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
LEVEL AA
LEVEL A
LEVEL B
LEVEL C
LEVEL D
PLAN NORTH
LEVEL E
STAFF ENTRY /
EXIT
PATIENT ENTRY /
EXIT
S-210
S-210
S-210
S-210
A-401
A-401
S-521
S-521
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-105
LEVEL E PLAN
AutoCAD SHX Text 32'
AutoCAD SHX Text
AutoCAD SHX Text 16'
AutoCAD SHX Text 1/16" = 1'-0"
AutoCAD SHX Text 8'
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LEVEL E PLAN
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SEE ARCH FOR REM OF PLAN
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1. SEE DRAWING S-103 FOR TYPICAL DRAWING NOTES AND LOCATIONS OF TYPICAL SEE DRAWING S-103 FOR TYPICAL DRAWING NOTES AND LOCATIONS OF TYPICAL DETAIL REFERENCES (UNLESS NOTED). 2. SEE 15/S-510 FOR DETAIL WHERE COLUMN DOES NOT EXTEND ABOVE FLOOR. SEE 15/S-510 FOR DETAIL WHERE COLUMN DOES NOT EXTEND ABOVE FLOOR. 3. SEE DETAIL 9/S-515 FOR DRAIN INSTALLATION DETAIL. SEE DETAIL 9/S-515 FOR DRAIN INSTALLATION DETAIL. 4. REFER TO DRAWING G-004A FOR CONSTRUCTION PHASING NOTES. REFER TO DRAWING G-004A FOR CONSTRUCTION PHASING NOTES. 5. SKEW ENDS OF PANEL, AS REQUIRED, FOR UNIFORM FIT. SKEW ENDS OF PANEL, AS REQUIRED, FOR UNIFORM FIT. 6. EXTEND (3) #5 x CONTINUOUS EPOXY COATED BARS 5'-0" PAST GRID AT EXTEND (3) #5 x CONTINUOUS EPOXY COATED BARS 5'-0" PAST GRID AT INTERIOR CORNERS BOTH DIRECTIONS. 7. TRAFFIC COATING OVER ALL CIP POURSTRIPS AND WASHES. CONCRETE FINISH TRAFFIC COATING OVER ALL CIP POURSTRIPS AND WASHES. CONCRETE FINISH AT TRAFFIC COATING AREAS SHALL BE AS REQUIRED BY TRAFFIC COATING INSTALLER. SEE 8/S-515 FOR DETAIL AT VERTICAL SURFACES. 8. PROVIDE EXTENDED DAP IN TEE STEMS AT UNDERSIDE OF LEVEL E FOR DRAIN PROVIDE EXTENDED DAP IN TEE STEMS AT UNDERSIDE OF LEVEL E FOR DRAIN PIPES. COORDINATE WITH PLUMBING DRAWINGS.
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PLAN NORTH
AutoCAD SHX Text ELEVATIONS ARE NOTED (+/-) WITH RESPECT TO BASE ELEVATION OF 847'-10" AT LEVEL E.
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FD
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SIM
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AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
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AutoCAD SHX Text one and one half inches = one foot
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AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
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AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
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AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 506-331
AutoCAD SHX Text
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
P/C SHEARWALL NOTES:
S-210
8 OR 9
S-210
S-210
8 OR 9
S-210
S-210
S-210
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
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
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
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
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
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
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
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
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
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
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
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 506-331
AutoCAD SHX Text
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
P/C LIGHTWALL NOTES:
S-501
S-220
S-501
S-220
S-210
S-220
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-220
LIGHTWALL ELEVATIONS
AND DETAILS
AutoCAD SHX Text LW1. FOR GENERAL NOTES SEE DRAWING S-001. FOR GENERAL NOTES SEE DRAWING S-001. LW2. LIGHTWALL DESIGN IS PERFORMANCE DESIGN AND SHALL INCLUDE LIGHTWALL DESIGN IS PERFORMANCE DESIGN AND SHALL INCLUDE SIZE, NUMBER, AND LOCATION OF VERTICAL AND HORIZONTAL REINFORCING, INCLUDING TIES AND STIRRUPS. DESIGN SHALL ALSO INCLUDE BASE CONNECTION AND HAUNCH REINFORCEMENT. SEE SPECIFICATION 034133 FOR PRECAST CONCRETE. LW3. FOR LIGHTWALL BASE CONNECTION SEE 5/S-220. FOR LIGHTWALL BASE CONNECTION SEE 5/S-220. LW4. PROVIDE THICKENED SECTION AT TOP OF LIGHTWALL AS REQUIRED PROVIDE THICKENED SECTION AT TOP OF LIGHTWALL AS REQUIRED FOR LIGHT POLE SUPPORT. COORDINATE LOCATION AND REQUIREMENTS WITH ELECTRICAL DRAWINGS AND LIGHT POLE SUPPLIER. SEE DETAIL 4/S-220. LW5. 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. LW6. FOR LATERAL LOADS DUE TO WIND SEE 1/S-220. LOADS INDICATED FOR LATERAL LOADS DUE TO WIND SEE 1/S-220. LOADS INDICATED ARE REVERSIBLE AND APPLY TO THE ENTIRE LIGHTWALL. LATERAL LOADS SHALL BE CONSIDERED, IN COMBINATION WITH ALL DEAD AND LIVE LOADS FOR DESIGN.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BASE SHEAR = 140K
AutoCAD SHX Text F2 = 15K
AutoCAD SHX Text
LEVEL BB
AutoCAD SHX Text F3 = 30K
AutoCAD SHX Text
LEVEL CC
AutoCAD SHX Text F4 = 30K
AutoCAD SHX Text
LEVEL DD
AutoCAD SHX Text F5 = 35K
AutoCAD SHX Text
LEVEL EE
AutoCAD SHX Text F6 = 30K
AutoCAD SHX Text
FUTURE LEVEL FF
AutoCAD SHX Text 16'
AutoCAD SHX Text
AutoCAD SHX Text 8'
AutoCAD SHX Text 4'
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
LIGHTWALL ELEVATION
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EL 799'-6"
AutoCAD SHX Text
T/WALL
AutoCAD SHX Text
EL 801'-2"
AutoCAD SHX Text
T/WALL
AutoCAD SHX Text
EL 804'-9"
AutoCAD SHX Text
T/WALL
AutoCAD SHX Text
TYP
AutoCAD SHX Text
COORD W/ ELEC
AutoCAD SHX Text
PROVIDE HAUNCHES FOR FUTURE EXPANSION
AutoCAD SHX Text
EXISTING PILE CAP
AutoCAD SHX Text
NOTE 1
AutoCAD SHX Text NOTES: 1. PROVIDE #7 @ 12" OC DOWELS (EACH FACE OF WALL) INTO EXISTING PILE CAP. DRILL PROVIDE #7 @ 12" OC DOWELS (EACH FACE OF WALL) INTO EXISTING PILE CAP. DRILL INTO EXISTING PILE CAP & ANCHOR (12" MIN) WITH HILTI HIT HY200 ADHESIVE OR APPROVED EQUIVALENT. 2. FORCES SHOWN ARE ULTIMATE WIND LATERAL FORCES AT EACH LEVEL. FORCES SHOWN ARE ULTIMATE WIND LATERAL FORCES AT EACH LEVEL. 3. LOCATE OPENING ADJACENT ELECTRICAL ROOM ABOVE CONCRETE WASH.LOCATE OPENING ADJACENT ELECTRICAL ROOM ABOVE CONCRETE WASH.
AutoCAD SHX Text
CJ (TYP)
AutoCAD SHX Text
NOTE 3
AutoCAD SHX Text 11'-0"
AutoCAD SHX Text 11'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text
TEE HAUNCH LOCATION VARIES SEE DETAIL 7/S-220
AutoCAD SHX Text
VINYL COATED CHAIN LINK FENCE
AutoCAD SHX Text 8'
AutoCAD SHX Text
AutoCAD SHX Text 4'
AutoCAD SHX Text 2'
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
LIGHTWALL PANEL DETAIL
AutoCAD SHX Text
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
CENTER FENCING ON THE LIGHTWALL
AutoCAD SHX Text
POLE BASE COVER
AutoCAD SHX Text ANCHOR BOLTS AND TEMPLATES PROVIDED BY ELECTRICAL CONTRACTOR CAST IN PANEL BY PRECASTER
AutoCAD SHX Text
LIGHT WALL
AutoCAD SHX Text
EL 847.56'
AutoCAD SHX Text
ELEVATION TOP OF WALL
AutoCAD SHX Text
HAUNCH
AutoCAD SHX Text
P/C TEE
AutoCAD SHX Text D
AutoCAD SHX Text 2'-0" WIDE x 2'-0" THICK FOR BIDDING PURPOSE ONLY. COORDINATE LOCATIONS WITH ELECTRICAL DRAWINGS.
AutoCAD SHX Text
LIGHTWALL/POLE BASE
AutoCAD SHX Text
CONNECTION DETAIL
AutoCAD SHX Text
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
LIGHTWALL
AutoCAD SHX Text
CONNECTION BY P/C
AutoCAD SHX Text
WELD PLATES
AutoCAD SHX Text
NON-SHRINK
AutoCAD SHX Text
NON-STAIN GROUT
AutoCAD SHX Text
GROUT POCKET AFTER
AutoCAD SHX Text
CONNECTION IS COMPLETE
AutoCAD SHX Text
EMBED PLATE
AutoCAD SHX Text
W/ ANCHORS
AutoCAD SHX Text
EMBED L W/
AutoCAD SHX Text
ANCHORS
AutoCAD SHX Text
CIP WALL
AutoCAD SHX Text
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 3'
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
LIGHTWALL BASE CONNECTION
AutoCAD SHX Text
AutoCAD SHX Text
MIN
AutoCAD SHX Text
P/C PANEL
AutoCAD SHX Text
P/C PANEL
AutoCAD SHX Text
CONTINUOUS
AutoCAD SHX Text
SEALANT EACH
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
CONTINUOUS
AutoCAD SHX Text
NON-SHRINK,
AutoCAD SHX Text
NON-STAIN GROUT
AutoCAD SHX Text
BETWEEN CONNECTION
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
HORIZ PANEL/PANEL DETAIL
AutoCAD SHX Text
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
(ALTERNATE)
AutoCAD SHX Text HAUNCH NOTES: 1. THE WIDTH OF HAUNCH IS 1'-6" TYPICAL UNLESS NOTED. THE WIDTH OF HAUNCH IS 1'-6" TYPICAL UNLESS NOTED. 2. LOCATE THE HAUNCH AND MODIFY THE TEE DAP AS REQUIRED LOCATE THE HAUNCH AND MODIFY THE TEE DAP AS REQUIRED TO AVOID THE HORIZONTAL JOINT LOCATION.
AutoCAD SHX Text
PROVIDE GALV STEEL BEARING PLATE
AutoCAD SHX Text
PROVIDE GALV STEEL BEARING PLATE
AutoCAD SHX Text
AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 3'
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
LIGHTWALL HAUNCH DETAIL
AutoCAD SHX Text
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text NOTES: : 1. ADD 4 TIES @ 3" OC @ TOP & BOTTOM OF COLUMN. ADD 4 TIES @ 3" OC @ TOP & BOTTOM OF COLUMN. 2. ADD 2 TIES @ 3" OC @ TEE FLANGE ELEV. ADD 2 TIES @ 3" OC @ TEE FLANGE ELEV. 3. ADD 4 TIES @ 3" OC @ TOP & BOTTOM OF HAUNCH.ADD 4 TIES @ 3" OC @ TOP & BOTTOM OF HAUNCH.
AutoCAD SHX Text 4'
AutoCAD SHX Text
AutoCAD SHX Text 2'
AutoCAD SHX Text 1'
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
LIGHTWALL REINFORCING DETAIL
AutoCAD SHX Text
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
AutoCAD SHX Text
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
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
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 506-331
AutoCAD SHX Text
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
1'-0"
10'-0"
5'-0"
GUARDRAIL (SEE
ARCH DWGS)
EL 844'-10"
T/WALL
CIP WALL W/ #4 @ 12" OC VERT W/ STD HOOK
& (4) #4 x CONT HORIZ (ALL EPOXY COATED).
SEE 3/S-001 @ CORNERS. PROVIDE CJ'S PER
6/S-001 @ 5'-0" MAX SPACING.
STOREFRONT
SEE ARCH
P/C SPANDREL.
SEE 3/S-520 FOR
TYPICAL INFO
SEE ARCH
T/SPANDREL
P/C TEE
COVE SEALANT
1'-6"
1" GUTTER FOR
DRAINAGE
1'-0" 1'-6"
1'-0"
P/C STAIR BEYOND
ENCLOSURE FRAMING.
SEE 5/S-401.
4'-0" WASH
3"
E Q
E
Q
C
L
R
T
Y
P
B
O
T
T
O
M
P/C CONCRETE
ABRASIVE NOSING
(1) PER TREAD TYP.
SEE ARCH
L
P
T
O
P
8'-4 1/2" C/C
10'-0"
8'-6 1/2" C/C
S-401
NOTES:
1. STOREFRONT SYSTEM NOT SHOWN FOR CLARITY.
2. 3" TYPE B, 20 GA GALVANIZED METAL DECK
HSS 6 x 4 x 3/8
HSS 6 x 4 x 3/8
HSS 6 x 4 x 3/8
H S
S x
H S
S-401
NOTE 2
OF TUBES @
CORNERS
OF TUBES @
SIDES
1 1/4"
4"
1"
4 1/2"
1 1/4"
CONCRETE WALL
1'-0"
3/4" CHAMFER
STOREFRONT SYSTEM
SEE ARCH
1/2" x 5" x 7" EMBED
PLATE w/ (4) 1/2" DIA x 6" HAS LOCATED 1"
EA DIRECTION FROM
CORNER.
HSS 6 x 4 x 3/8 COLUMN
BLOCKOUT FILLED
W/ SEALANT PER
DETAIL 12/S-510
HSS 6 x 4 x 3/8. MITER
AT CORNERS
3" x 3" x 3/8" ANGLE.
MITER AT CORNERS.
6" x 3" x 3/8" ANGLE.
MITER AT CORNERS.
PROVIDE PERFORMANCE
DESIGN WELDED CONNECTIONS
BETWEEN HSS FRAMING
MEMBERS. MAXIMUM SERVICE
LOADS ARE:
MOMENT SHEAR
WIND = 60 IN/K 2 K
DEAD= 20 IN/K 1 K
LIVE = 80 IN/K 3 K
P/C STAIR
SLAB-ON-GRADE
2'-0"
(2) KOROLATH PE PADS 8" x 1/4" x STAIR WIDTH. EPOXY LOWER
PAD TO SLAB-ON-GRADE AND
UPPER PAD TO STAIR.
(2) #5 x CONT
1'-0" 1'-0"
1'-0"
C KOROTATH PADS
L
P/C STAIR
(2) KOROLATH PE PADS 8" x
1/4" x STAIR WIDTH. EPOXY
LOWER PAD TO NEW CIP
TOPPING AND UPPER PAD
TO STAIR.
EXISTING CIP
TOPPING
EXISTING P/C
TEE
LEVEL LANDING. CONTRACTOR
TO COORD ELEVATION W/
PRECASTER. LANDING TO
EXTEND 4" PAST EDGES OF
STAIR & PROVIDE 3'-0" WASH ON
NORTH & SOUTH SIDES.
PROVIDE TOOLED JT W/
SEALANT CENTERED IN EA
DIRECTION
1" DEEP SAWCUT
AROUND PERIMETER
TOOLED JT W/
SEALANT
V A
R I E
S
M
I N
REMOVE EXISTING
TOPPING TO 1" DEPTH &
ROUGHEN SURFACE FOR
BOND. DO NOT DAMAGE
TEE/TEE JOINTS.
3'-0" WASH 4'-0" 2'-4" 3'-0" WASH
NEW CIP TOPPING W/
6 x 6 W2.9 x W2.9 WWR.
1'-0"
C KOROTATH PADS
L
(2) KOROLATH PE PADS 8" x
1/4" x STAIR WIDTH. EPOXY
LOWER PAD TO P/C
SHEARWALL AND UPPER PAD
TO STAIR.
C
P/C SHEARWALL
P/C STAIR
3/4"
3"
5'-0"
GUARDRAIL (SEE
ARCH DWGS)
P/C SPANDREL.
SEE 3/S-520 FOR
TYPICAL INFO
SEE ARCH
T/SPANDREL
P/C TEE
2'-0"3'-6"
P/C STAIR BEYOND
4'-0" WASH
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-401
STAIR DETAILS
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SECTION THRU TEES @ STAIRS
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SCALE: 3/4" = 1'-0"
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TOOLED JT. W/ SEALANT
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P/C STAIR
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4" X 4" KORO SHIM STACK (LOCATE 6" IN FROM SIDES)
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T.S. 6" X 3" X .375" X CONT W/ (4) 1/2" DIA. X 4" HAS, GALV.
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P/C TEE
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ABRASIVE NOSING (1) PER TREAD TYP.
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SECTION THRU TEES @ STAIRS
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SCALE: 3/4" = 1'-0"
AutoCAD SHX Text NOTE: SUPPORT AND CONNECTIONS ARE PERFORMANCE DESIGN. SUPPORT AND CONNECTIONS ARE PERFORMANCE DESIGN. PRECASTER MAY PROPOSE ALTERNATE DETAIL
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SECTION THRU STAIR
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STAIR ENCLOSURE FRAMING PLAN
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SCALE: 1/8" = 1'-0"
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STAIR ENCLOSURE FRAMING DETAIL
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SCALE: 1 1/2" = 1'-0"
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P/C STAIR/GRADE SLAB DETAIL
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SCALE: 3/4" = 1'-0"
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P/C STAIR/TEE DETAIL
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SCALE: 3/4" = 1'-0"
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P/C STAIR/SHEARWALL DETAIL
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SCALE: 3/4" = 1'-0"
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3/4" X 4" X 4" STEEL SHIM STACK (LOCATE 3" IN FROM SIDES)
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TS 6" X 3" X .375" X CONT W/ (4) 1/2" DIA. X 4" HAS, GALV.
AutoCAD SHX Text L 6" X 6" X 1" X 0'-6" W/ (4) 1/2" DIA. X 4" HAS & BENT #5 X 1'-6" (LOCATE 3" IN FROM SIDES), GALV.
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P/C TEE
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P/C STAIR
AutoCAD SHX Text
SECTION THRU TEES @ STAIRS
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AutoCAD SHX Text 1'
AutoCAD SHX Text 2'
AutoCAD SHX Text 3'
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SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
TOOLED JT. W/ SEALANT
AutoCAD SHX Text
ABRASIVE NOSING (1) PER TREAD TYP. SEE ARCH
AutoCAD SHX Text NOTE: SUPPORT AND CONNECTIONS ARE PERFORMANCE DESIGN. SUPPORT AND CONNECTIONS ARE PERFORMANCE DESIGN. PRECASTER MAY PROPOSE ALTERNATE DETAIL
AutoCAD SHX Text
SECTION THRU TEES @ STAIRS
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AutoCAD SHX Text 1'
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SCALE: 3/4" = 1'-0"
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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
AutoCAD SHX Text
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
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
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AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
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AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
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AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
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AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
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AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
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AutoCAD SHX Text 506-331
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ANN ARBOR, MICHIGAN
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CONSTRUCT NORTH
AutoCAD SHX Text
PARKING STRUCTURE
AutoCAD SHX Text
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
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
PILE CAP NOTES:
NOTE: REMAINDER OF REINF NOT SHOWN FOR CLARITY.
CIP WALL
CJ
2'-0"
TOP BARS W/ STD
HOOK @ ENDS
1"
EDGE OF PRECAST
S E
E
S
WALL STEP DETAIL
P/C LIGHTWALL
WALL CAP/COLUMN CAP CJ DETAIL
@ CONTRACTORS OPTION
CJ @ CONTRACTORS
OPTION
3'-0" MIN
COLUMN CAP (REINF NOT
SHOWN FOR CLARITY)
WALL CAP
EXTEND TOP & BOT
WALL CAP
REINFORCEMENT
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-501
FOUNDATION SCHEDULE AND
DETAILS
AutoCAD SHX Text
PILE CAP SCHEDULE
AutoCAD SHX Text D
AutoCAD SHX Text
MARK
AutoCAD SHX Text 40"
AutoCAD SHX Text 54"
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PC6
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PC5
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DEPTH
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REMARKS
AutoCAD SHX Text
(SEE PILE CAPS & 1/S-501)
AutoCAD SHX Text
CAP REINF
AutoCAD SHX Text 50"
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PC4A
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#9 @ 8" EW BOT
AutoCAD SHX Text 40"
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PC14
AutoCAD SHX Text 50"
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PC4B
AutoCAD SHX Text 40"
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PC4C
AutoCAD SHX Text 50"
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PC7A
AutoCAD SHX Text 50"
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PC7B
AutoCAD SHX Text 50"
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PC7C
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#9 @ 8" EW BOT
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#9 @ 8" EW BOT
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(12) #10 LONG BOT
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(11) #10 TRANS BOT
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#10 @ 12" EW BOT
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#6 @ 12" EW TOP
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#8 @ 12" EW TOP
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#10 @ 12" EW BOT
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#6 @ 12" EW TOP
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#6 @ 12" EW TOP
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#6 @ 12" EW TOP
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#9 @ 8" EW BOT
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#6 @ 12" EW TOP
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#9 @ 6" EW BOT
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#6 @ 12" EW TOP
AutoCAD SHX Text 50"
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PC7D
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(12) #10 LONG BOT
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(11) #10 TRANS BOT
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#10 @ 8" EW BOT
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#6 @ 12" EW TOP
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COLUMN/PILE CAP DETAIL
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3" CLR TO TIES
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 2'-0"
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NOTE: 16" DIA 100 TON PILES TYPICAL.
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SEE PLAN
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(6) #7 x 25'-0" VERT W/ #3 TIES @ 10" OC. PROVIDE (3) TIES @ 3" @ BOT OF CAP. SEE NOTE 7
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CIP PILE CAP, SEE PILE CAP PLANS & SCHED FOR SIZE & REINF
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180° HOOK TYP
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PRECAST COL @ INTERIOR GRIDS
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COL BASE - SEE 1/S-510
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SEE S502 FOR DOWELS @ PILASTERS AND WALL DETAILS FOR WALL DOWELS
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NOT TO SCALE
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PILE CAP-PC4B
AutoCAD SHX Text C
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PILE CAP-PC7A
AutoCAD SHX Text D
AutoCAD SHX Text 23.8
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PILE CAP-PC7B
AutoCAD SHX Text F
AutoCAD SHX Text 21,22,23
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1. FOR GENERAL NOTES SEE DRAWING S-001. FOR GENERAL NOTES SEE DRAWING S-001. 2. SEE PILE CAP PLANS ON THIS DRAWING AND 1/S-501 FOR SEE PILE CAP PLANS ON THIS DRAWING AND 1/S-501 FOR TYPICAL PILE CAP DETAIL. 3. ALL REINF SHALL BE PLACED AT EVEN SPACING UNLESS NOTED ALL REINF SHALL BE PLACED AT EVEN SPACING UNLESS NOTED OTHERWISE. 4. ALL BOTTOM PILE CAP REINF SHALL HAVE STD HOOKS @ ENDS. ALL BOTTOM PILE CAP REINF SHALL HAVE STD HOOKS @ ENDS. 5. LONGITUDINAL REINF ARE THE LONGER BARS, AND SHALL BE LONGITUDINAL REINF ARE THE LONGER BARS, AND SHALL BE PLACED AT THE LOWER LAYER FOR BOTTOM REINFORCEMENT AND UPPER LAYER FOR TOP REINF. 6. BOTTOM OF PILE ELEV OF 750' IS ESTIMATED AVERAGE ELEVATION BOTTOM OF PILE ELEV OF 750' IS ESTIMATED AVERAGE ELEVATION FOR BIDDING PURPOSES ONLY AND BASED ON GEOTECHNICAL REPORT REFERENCED IN GENERAL NOTES. FINAL ELEVATION MUST BE VERIFIED BY GEOTECHNICAL ENGINEER. 7. VERT. PILE REINF LENGTHS ARE FROM BOTTOM OF PILE CAP. VERT. PILE REINF LENGTHS ARE FROM BOTTOM OF PILE CAP. TENSION PILES REQUIRE REINFORCEMENT TO EXTEND FULL LENGTH OF PILES. 8. FOR PILES BETWEEN SCHEDULED CAPS, PROVIDE PILE REINF SAME FOR PILES BETWEEN SCHEDULED CAPS, PROVIDE PILE REINF SAME AS DETAILED ON 1/S-501 EXCEPT FOR 2'-0" EMBEDMENT OF PILE REINF INTO 2'-0" DEEP CAP WHERE EMBEDMENT MUST BE REDUCED TO 1'-5". 9. CONTRACTOR IS RESPONSIBLE FOR ALL ENGINEERING COSTS AND CONTRACTOR IS RESPONSIBLE FOR ALL ENGINEERING COSTS AND REQUIRED FOUNDATION MODIFICATION COSTS DUE TO TOLERANCE ISSUES RELATED TO INSTALLED PILES.
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3"CLR
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CLASS B LAP SPLICE. BAR MAY BE CONT @ GC OPTION.
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SAME NO & SIZE AS FTG REINF
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FOOTINGS SHALL STEP A MAX OF 2'-0" VERT IN 4'-0" HORIZ
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STEP…
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