36C25018B0093-00001033.pdf

P/C COLUMN NOTES:

P/C BEAM NOTES:

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-510

COLUMN AND BEAM DETAILS

AutoCAD SHX Text 8"

AutoCAD SHX Text 2'-6"

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GRID

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BASE PLATE 1 1/4" MIN X COL

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GROUT BY P/C

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PLAN SIZE BY P/C

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3" NON-SHRINK

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NOTE:

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ETP

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ETF OR

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SHIM STACKS MAY BE USED TO SET COL IN LIEU OF DOUBLE NUTS (@ P/C ERECTOR OPTION)

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ANCHOR RODS 1 1/4" DIA MIN

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LEAN CONC COVER BY GC (COVER TO BE 3" MIN ON EXPOSED STEEL)

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#8 X 4'-0" (2) PER BLOCKOUT MIN, WELD TO DEVELOP BAR

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5" X 5" X 5" BLOCKOUT W/ NON-SHRINK GROUT BY P/C ERECTOR

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COLUMN BASE DETAIL

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AutoCAD SHX Text NOTE: ANCHOR RODS AND BASE PLATE ARE NOT REQUIRED TO BE GALVANIZED WHERE BELOW GRADE AND COVERED BY LEAN CONCRETE. GALV BASE PLATE WHERE EXPOSED ABOVE GRADE.

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GRID

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GRID

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2 1/2" MIN. TYP.

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2 1/2" MIN. TYP.

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COLUMN PLAN DETAIL

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1. FOR GENERAL NOTES SEE DRAWING S-001. FOR GENERAL NOTES SEE DRAWING S-001. 2. COLUMN DESIGN IS PERFORMANCE DESIGN AND SHALL INCLUDE SIZE, NUMBER COLUMN DESIGN IS PERFORMANCE DESIGN AND SHALL INCLUDE SIZE, NUMBER AND LOCATION OF VERTICAL REINFORCEMENT AND TIES. DESIGN SHALL ALSO INCLUDE COLUMN BASE, POCKET AND HAUNCH REINFORCEMENT. SEE SPECIFICATION SECTION 034133 FOR PRECAST CONCRETE. 3. PERFORMANCE DESIGN SHALL INCLUDE EFFECTS DUE TO VOLUME CHANGE OF PERFORMANCE DESIGN SHALL INCLUDE EFFECTS DUE TO VOLUME CHANGE OF THE STRUCTURE. COLUMNS SHALL BE DESIGNED ASSUMING PINNED BASE CONDITIONS. 4. ALL COLUMNS ARE 28" x 28" U.N.O.. ALL COLUMNS ARE 28" x 28" U.N.O.. 5. FOR COLUMN BASE, POCKET AND HAUNCH DETAILS SEE 1/S-510, 3 & FOR COLUMN BASE, POCKET AND HAUNCH DETAILS SEE 1/S-510, 3 & 4/S-510 AND 6/S-510 RESPECTIVELY. 6. SEE ARCHITECTURAL DRAWINGS FOR TOP OF COLUMN AT EXTERIOR. TOP OF SEE ARCHITECTURAL DRAWINGS FOR TOP OF COLUMN AT EXTERIOR. TOP OF COLUMNS EXTEND 4'-0" ABOVE FINISHED FLOOR AT INTERIOR. SEE 15/S-510 FOR INTERIOR COLUMNS HELD DOWN AT FLOOR LEVEL. 7. PROVIDE #5 MINIMUM VERTICAL AT EACH CORNER BETWEEN POCKETS TYPICAL PROVIDE #5 MINIMUM VERTICAL AT EACH CORNER BETWEEN POCKETS TYPICAL SEE 5/S-510. 8. MINIMUM COLUMN TIES SHALL BE #4 GRADE 60 CLOSED TIES AS FOLLOWS: MINIMUM COLUMN TIES SHALL BE #4 GRADE 60 CLOSED TIES AS FOLLOWS: a. AT 12" OC (MAXIMUM SPACING) TYPICAL AND FOR ADDED TIES AT AT 12" OC (MAXIMUM SPACING) TYPICAL AND FOR ADDED TIES AT REINFORCEMENT BELOW AND BETWEEN POCKETS b. ADD (4) TIES AT 3" OC BELOW EACH POCKET ADD (4) TIES AT 3" OC BELOW EACH POCKET c. ADD (2) TIES AT 3" OC ABOVE EACH POCKET ADD (2) TIES AT 3" OC ABOVE EACH POCKET d. ADD (4) TIES AT 3" OC AT TOP & BOTTOM OF COLUMN ADD (4) TIES AT 3" OC AT TOP & BOTTOM OF COLUMN e. ADD (3) TIES AT 3" OC ABOVE & BELOW HAUNCHES ADD (3) TIES AT 3" OC ABOVE & BELOW HAUNCHES f. ADD (1) TIE ABOVE & BELOW COIL ROD INSERTS ADD (1) TIE ABOVE & BELOW COIL ROD INSERTS 9. 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. 10. FIELD VERIFY ELEVATIONS AT TOP OF EXISTING COLUMNS ALONG WITH FIELD VERIFY ELEVATIONS AT TOP OF EXISTING COLUMNS ALONG WITH CONNECTIONS FOR EXPANSION AND THEIR LOCATIONS. 11. CONNECTIONS FOR FUTURE EXPANSION ARE NOT REQUIRED IN TOPS OF CONNECTIONS FOR FUTURE EXPANSION ARE NOT REQUIRED IN TOPS OF COLUMNS FOR THIS CONSTRUCTION PHASE.

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1. FOR GENERAL NOTES SEE DRAWING S-001. FOR GENERAL NOTES SEE DRAWING S-001. 2. BEAM DESIGN IS PERFORMANCE DESIGN AND SHALL INCLUDE TYPE, NUMBER, BEAM DESIGN IS PERFORMANCE DESIGN AND SHALL INCLUDE TYPE, NUMBER, AND LOCATION OF STRANDS AND/OR CONVENTIONAL REINFORCEMENT AS WELL AS LEDGE, SHEAR/TORSION, POCKET, AND END OF BEAM REINFORCEMENT. DESIGN SHALL ALSO INCLUDE ALL BEAM TO COLUMN (OR OTHER SUPPORT) CONNECTIONS. SEE SPECIFICATION SECTION 034133 FOR PRECAST CONCRETE. 3. APPLY MASTIC TO EACH STRAND AT ENDS OF BEAM. RECESS STRAND ENDS APPLY MASTIC TO EACH STRAND AT ENDS OF BEAM. RECESS STRAND ENDS IN ARCHITECTURAL CONCRETE AND PATCH WITH 1" MINIMUM GROUT. 4. FOR MEMBER SIZES AND OTHER INFORMATION SEE STRUCTURAL AND FOR MEMBER SIZES AND OTHER INFORMATION SEE STRUCTURAL AND ARCHITECTURAL DETAILS AND BEAM TYPES THIS SHEET. 5. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ANY REQUIRED SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ANY REQUIRED PENETRATIONS. 6. POCKETED BEAMS SHALL BE PRESTRESSED TO A MINIMUM P/A OF 150 psi. POCKETED BEAMS SHALL BE PRESTRESSED TO A MINIMUM P/A OF 150 psi. 7. 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. 8. FOR SEALANT REQUIREMENTS AT BEAM/COLUMN INTERFACES SEE DETAILS FOR SEALANT REQUIREMENTS AT BEAM/COLUMN INTERFACES SEE DETAILS ON SHEET S-521. 9. STIRRUPS SHALL BE #4 BARS WITH MAXIMUM SPACING 2 @ 2", 4 @ 6", STIRRUPS SHALL BE #4 BARS WITH MAXIMUM SPACING 2 @ 2", 4 @ 6", AND REMAINDER @ 12" EACH END. CLOSER SPACING SHALL BE USED AS REQUIRED BY DESIGN. 10. PROVIDE 90° HOOK ENDS OR U-BARS, AT ALL CONTINUOUS TOP AND SIDE PROVIDE 90° HOOK ENDS OR U-BARS, AT ALL CONTINUOUS TOP AND SIDE MILD REINFORCEMENT. 11. FOR BEAM LEDGES SUPPORTING A TEE STEM 10" OR LESS FROM END OF FOR BEAM LEDGES SUPPORTING A TEE STEM 10" OR LESS FROM END OF LEDGE, PROVIDE REINFORCED LEDGE PER DETAIL 11/S-510. 12. CAMBER BEARING PLATE PRIOR TO WELDING "AS" REINFORCEMENT SO AFTER CAMBER BEARING PLATE PRIOR TO WELDING "AS" REINFORCEMENT SO AFTER THE WELDING IS COMPLETE, THE PLATE IS FLAT. 13. BEAMS OF DIFFERENT SHAPES MAY BE ENCOUNTERED, BASIC REINFORCING BEAMS OF DIFFERENT SHAPES MAY BE ENCOUNTERED, BASIC REINFORCING REQUIREMENTS SHOWN IN THE BEAM TYPE DRAWINGS SHALL BE USED.

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COL.

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NOTE: HOLD PL. 1/2" CLEAR FROM EXPOSED EDGE OF POCKET

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PLATE 3/8" THICK MIN. ANCHORED INTO POCKET

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1/2" CHAMFER @ COL. POCKET ONLY

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P/C COLUMN POCKET

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COL.

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NOTE: HOLD PL. 1/2" CLEAR FROM EXPOSED EDGE OF POCKET

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1/2" CHAMFER @ COL. POCKET ONLY

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PLATE 3/8" THICK MIN. ANCHORED INTO POCKET

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P/C COLUMN POCKET

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MAIN REINF NOT SHOWN FOR CLARITY.

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NOTE:

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DIAGRAM FOR ADDED TIES BETWEEN

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POCKETS AND AT BRICK LEDGES

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GRID

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P/C COL

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PL 1/2" MIN ANCHORED TO HAUNCH

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ADD (3) COL TIES @ 3" OC ABOVE & BELOW HAUNCH

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3/4" CHAMFER ALL AROUND

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BARS WELDED TO PL TO DEVELOP BARS

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HAUNCH DETAIL

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AutoCAD SHX Text NOTES: 1. SEE 7/S-510 FOR BEAM TORSION CONNECTION. SEE 7/S-510 FOR BEAM TORSION CONNECTION. 2. USE RETANGULAR HAUNCHES AT EXTERIOR COLUMNS WHERE BRICK IS PRESENT.USE RETANGULAR HAUNCHES AT EXTERIOR COLUMNS WHERE BRICK IS PRESENT.

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P/C BEAM

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HAS @ HAUNCH PL

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P/C COL

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BM BRG PAD W/ HOLE

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BLOCKOUT IN BEAM

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GALV A325 NON-THREADED BOLT TACK WELD TO COLUMN HAUNCH PL

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BM PL CENTERED IN BM W/ SLOT @ CTR OF PL

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CONNECTION DETAIL

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P/C COL

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3 SIDES

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TOP OF P/C BEAM

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TOP OF P/C BEAM

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CONNECTION DETAIL

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END OF P/C BEAM

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(1) #4 X

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NOTE:

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STIRRUPS

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(MIN)

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GALV BEARING PLATE (1/2" MIN)

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END OF BEAM REINFORCEMENT DETAIL

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ELEVATION VIEW

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LEDGE

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P/C BEAM

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NOTE: THIS DETAIL ONLY APPLIES WHEN TEE IS BEARING WITHIN 10" OF END OF BEAM

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6" X 6" X 3/8" MIN (GALV) W/ DBA'S (BY PRECASTER)

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REINFORCED BEAM LEDGE DETAIL

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EMBEDDED PL.

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SEALANT (TYP. 4 SIDES)

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P/C MEMBER

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PLATE

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PLATE

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PLATE

AutoCAD SHX Text NOTE: TAKE ALL FEASIBLE MEASURES TO CONTROL EXCESSIVE HEATING OF THE EMBEDDED PLATE(S) BY LIMITING WELD LENGTHS-SKIP WELDS WILL HELP. USE LAYERED SMALLER WELDS INSTEAD OF A SINGLE LARGE WELD.

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EMBEDDED PLATE DETAIL

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FACE OF P/C BEAM

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P/C COLUMN

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1/2" PAD W/ HOLE GLUE TO BEAM

AutoCAD SHX Text CONNECTOR SLEEVE AND CLOSURE CAP BY HIGH CONCRETE ACCESSORIES OR APPROVED EQUAL SEE SPECS.

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PROVIDE GALV PL WASHER W/ GALV NUT & POCKET PEEN THREADS

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GALV COIL ROD INTO GALV INSERT IN BEAM, PROVIDE HAIRPINS W/ LEGS AROUND INSERT.

AutoCAD SHX Text NOTES: 1. COMPLETE CONNECTION BEFORE TEE ERECTION. COMPLETE CONNECTION BEFORE TEE ERECTION. 2. CAUTION, THIS DETAIL REQUIRES CAREFUL ATTENTION TO ERECTION CAUTION, THIS DETAIL REQUIRES CAREFUL ATTENTION TO ERECTION TOLERANCE. CONSIDER USING SLOTTED INSERT, AS REQUIRED.

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CONNECTION DETAIL

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(2)#6 (MIN) @ EA POCKET

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SPACED 1" APART,

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CENTERED @ TEE

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#4 HAIRPIN

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P/C BEAM

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BEARING

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CENTERED @ TEE

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SPACED 1" APART,

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(2)#3 (MIN) @ EA POCKET

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BEARING

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TYP POCKET

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P/C BEAM DETAIL

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COIL INSERT

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BEAM/COLUMN CONNECTION DETAIL

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HAUNCH

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P/C COL

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P/C BEAM

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(3) #4 x 2'-0" EXTEND ABOVE COLUMN SAME AS BEAM TIES

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#4 TIES

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CONNECTION PERFORMANCE DESIGN BY PRECASTER

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(2) #4 x CONT

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GRID

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NOTE: SEE S-520 KEYNOTES

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BEAM TYPE B

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CONT TOP REINF

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CONT HORIZ REINF TYP

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PROVIDE 1/2" CHAMFER @ POCKET. SEE 14/S-510

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CONT BOT REINF OR STRANDS (TYP)

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BEAM TYPE C

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CONT BOT REINF

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1" CLR IN LEDGE MAX

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CONT HORIZ REINF

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CONT TOP REINF

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SEE DETAILS

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SEE DETAILS

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(2) #4 MIN BY P/C SUPPLIER TIED TO STIRRUPS @ 16" OC MAX SPA (EPOXY COATED)

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(2) #5 X CONT TYP MIN (PROVIDE STD HOOK OR U-BAR @ ENDS)

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MIN

AutoCAD SHX Text PROVIDE (2) 2" x 6" ELECTRICAL BLOCKOUTS PER BEAM (CCORDINATE w/ELECTRICAL)

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(4) #4 @ 3" EA TEE STEM MIN, @ 10" MAX SPA BETWEEN STEMS

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BOT REINF

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EDGE OF P/C BEAM

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STIRRUPS

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NOTE:

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(1) #4 x

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DAP

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DAP

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(MIN)

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NOTES:

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1. SEE PRECAST EMBEDMENT SCHEDULE FOR MATERIALS 2. EQUIVALENT PREFABRICATED WWR ACCEPTABLE

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END OF BEAM REINF DETAIL

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ARCHITECT & ENGINEERS:

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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

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65% DESIGN DEVELOPMENT SUBMISSION

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95% CONSTRUCTION DOCUMENTS SUBMISSION

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100% BID DOCUMENTS-NOT FOR CONSTRUCTION

AutoCAD SHX Text 08-18-2017

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100% FINAL BID DOCUMENTS

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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:

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MIDWESTERN

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CONSULTING