36C25018B0093-00001034.pdf

P/C TEE NOTES:

F

1'-8" 1'-8"

EXIST SHEARWALL

W/ POCKET AT END

P/C BEAMS BELOW.

SEE 5/S-520

F I E

L D

V

E R

I F

Y

EXP JOINT. SEE 10/S-515

CLOSURE PLATE. SEE ARCH

6" 1'-0" 2"2" 1'-0"

S-522

S-522

P/C SHEARWALL

C

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-515

TEE DETAILS

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PLAN VIEW @ BLOCKOUT

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CENTERLINE OF TEE

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TEE ELEVATION

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TEE END VIEW

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NOTE: FOR FINISH SEE SPECS.

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(TOPPED TEES)

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#4 REBARS (EPOXY COATED) @ FLANGE MID-DEPTH. EXTEND 1'-0" MIN BEYOND BLOCKOUT.

AutoCAD SHX Text HIGH CONCRETE ACCESSORIES OR APPROVED EQUAL DOUBLE TEE STEM BLOCKOUT (5 PER TEE STEM). ALSO SEE ELECTRICAL DRAWINGS.

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APPLY MASTIC TO STRAND @ ENDS OF ALL TEES

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FOR UNDAPPED BEARING SEE 3/S-515

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DAP BRG. AS REQ'D SEE 4/S-515

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WWR

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TYPICAL P/C TEE DETAIL

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NOT TO SCALE

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P/C TEE

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CIP CONCRETE TOPPING

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TOPPED TEES & POURSTRIPS

AutoCAD SHX Text CONT TOOLED JOINT IN TOPPING DIRECTLY ABOVE INTERSECTION OF TEE FLANGES. JOINT SEALED W/ CONT SEALANT SLIGHTLY RECESSED. GROOVER BIT SIZE 1" DEEP W/ 1/2" SURFACE WIDTH AND 3/16"-1/4" EDGE RADIUS.

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E 308 ELECTRODES

AutoCAD SHX Text 4" MAX WIDE CONT STRIP 15# BLDG FELT OVER JOINT, ATTACH FELT TO P/C TEE FLANGE AT EACH SIDE

AutoCAD SHX Text 4"LG STAINLESS STEEL ROUND SMOOTH BAR, P/C ERECTOR TO PROVIDE VARIOUS SIZES TO FIT ERECTION TOLERANCES (JT SIZE 1/4" ±)

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#4 STAINLESS STEEL BENT REINFORCEMENT @ 4'-0" OC MAX

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NOTES:

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1. RECOMMEND USING GMAW PROCEDURES TO REDUCE SLAG. RECOMMEND USING GMAW PROCEDURES TO REDUCE SLAG. 2. TO ALLEVIATE CRACKING, CONSIDER USING SMALLER WELD PASSES. TO ALLEVIATE CRACKING, CONSIDER USING SMALLER WELD PASSES. 3. TESTING AGENCY IS TO OBSERVE AND VERIFY WELDS PER SPECIFICATIONS. TESTING AGENCY IS TO OBSERVE AND VERIFY WELDS PER SPECIFICATIONS. 4. MINI VECTOR CONNECTIONS MAY BE USED AT PRECASTERS OPTION.MINI VECTOR CONNECTIONS MAY BE USED AT PRECASTERS OPTION.

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TEE/TEE JOINT DETAIL

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SCALE: 3" = 1'-0"

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END OF BAR

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MIN 1" CLR

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(DAPPED TEE)

AutoCAD SHX Text Ah (1) #4 U-BAR X 2'-6" (MIN)

AutoCAD SHX Text As WELDED TO PLATE TO DEVELOP BAR

AutoCAD SHX Text SHEAR REINF 5'-0" MINIMUM STEM MESH EACH STEM - EACH END, BUT NOT LESS THAN REQUIRED BY DESIGN

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GALV BEARING PLATE (3/8" MIN)

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END OF TEE REINFORCEMENT

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NOT TO SCALE

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(UNDAPPED TEE)

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WELD BAR TO PL TO DEVELOP BAR

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MIN 1" CLR END OF BAR

AutoCAD SHX Text SHEAR REINF 5'-0" MINIMUM STEM MESH EACH STEM - EACH END, BUT NOT LESS THAN REQUIRED BY DESIGN

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GALV. BEARING PLATE (3/8" MIN.)

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END OF TEE REINFORCEMENT

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NOT TO SCALE

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WWR

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P/C TEE

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P/C BEAM OR COL

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CIP CONC TOPPING

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CONC DAM BY GC

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COVE SEALANT SEE 6/S-515

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3/4" DIA X 2'-6" COIL ROD & INSERT OR EQUIVALENT

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(3) #5 X CONT (MIN) EPOXY COATED

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COORD W/ LONGITUDINAL BARS TO MAINTAIN REQ'D COVER

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TOPPING DETAIL

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SCALE: 1" = 1'-0"

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CLR

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NOTES:

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1/2" MIN THROAT

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FINISHED FLOOR SURFACE

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WALL, COLUMN, OR CURB FACE

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1. PREPARE AND ALLOW FOR PRIMER TO CURE PROPERLY PRIOR TO INSTALLING SEALANT. 2. SEE SPECIFICATIONS FOR APPROVED MATERIALS.

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COVE SEALANT

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SCALE: 1" = 1"

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TIE REBAR AT CROSSINGS

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TEE STEM

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TEE TOPPING

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(2) #4 EW (EPOXY COATED) BY GC - PLACE TIGHT TO SIDES OF DRAIN

AutoCAD SHX Text 28" SQ BY 3" DEEP CIP CONC WITH INTEGRAL CAST-IN DRAIN - DRAIN BY PLUMBING CONTRACTOR

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TEE FLANGE

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3/8" X 3/8" GAP FORMED ALL AROUND DRAIN - FILL W/ SEALANT

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#4 PERIMETER BARS (EPOXY COATED)

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DRAIN INSTALLATION

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DETAIL - P/C CONSTRUCTION

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NOT TO SCALE

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(WALL)

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STRAIGHT FINISHED LINE

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CONTRACTOR TO PROVIDE

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COVE SEALANT

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ISOMETRIC

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PREPARATION

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LIMITS OF SURFACE

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TRAFFIC COATING

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VERTICAL SURFACE

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TRAFFIC COATING DETAIL

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NOT TO SCALE

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1. FOR GENERAL NOTES SEE DRAWING S-001. FOR GENERAL NOTES SEE DRAWING S-001. 2. TEE DESIGN IS PERFORMANCE DESIGN AND SHALL INCLUDE TYPE, NUMBER AND TEE DESIGN IS PERFORMANCE DESIGN AND SHALL INCLUDE TYPE, NUMBER AND LOCATION OF STRANDS AS WELL AS SHEAR, FLANGE AND END OF TEE REINFORCEMENT. SEE SPECIFICATION SECTION 034133 FOR PRECAST CONCRETE. SEE 1/S-515 FOR TYPICAL TEE DETAIL. 3. PRECAST TEE FLANGE AND TOPPING REINFORCEMENT IS PERFORMANCE DESIGN PRECAST TEE FLANGE AND TOPPING REINFORCEMENT IS PERFORMANCE DESIGN BY PRECASTER. TOPPING THICKNESS IS 3" UN. a. PLACE REINFORCEMENT AT MID-DEPTH OF FLANGE OR TOPPING. PLACE REINFORCEMENT AT MID-DEPTH OF FLANGE OR TOPPING. b. LARGER QUANTITY OF REINFORCEMENT SHALL BE ORIENTED IN LARGER QUANTITY OF REINFORCEMENT SHALL BE ORIENTED IN TRANSVERSE DIRECTION. c. PROVIDE TOPPING WWR IN SHEETS NOT ROLLS. PROVIDE TOPPING WWR IN SHEETS NOT ROLLS. d. SUPPORT TOPPING WWR WITH CONTINUOUS BAR SUPPORTS SPACED @ SUPPORT TOPPING WWR WITH CONTINUOUS BAR SUPPORTS SPACED @ 2'-0" OC MAX. 4. FOR TEE/TEE JOINT DETAIL SEE 2/S-515. FOR TEE/TEE JOINT DETAIL SEE 2/S-515. 5. FOR EMBEDDED PLATES TO RECEIVE WELDS AS PART OF WELDED CONNECTIONS FOR EMBEDDED PLATES TO RECEIVE WELDS AS PART OF WELDED CONNECTIONS SEE 12/S-510.

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MEMBRANE FLAP

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WABOCRETE ELASTOMERIC CONCRETE HEADER (TYP)

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WBA 201 SYSTEM W/ ME-400 MEMBRANE GLAND OR ENGINEER APPROVED EQUIVALENT

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AIR

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AMBIENT

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TEMP %%D F

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1/4" CHAMFER (TYP)

AutoCAD SHX Text NOTE: 1. COORDINATE INSTALLATION WIDTH WITH EXPANSION JOINT SUPPLIER.COORDINATE INSTALLATION WIDTH WITH EXPANSION JOINT SUPPLIER.

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CIP TOPPING

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CLOSURE MOVEMENT

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OPENING MOVEMENT

AutoCAD SHX Text 0.48"

AutoCAD SHX Text 0.42"

AutoCAD SHX Text 0.30"

AutoCAD SHX Text 0.24"

AutoCAD SHX Text 0.36"

AutoCAD SHX Text 0.51"

AutoCAD SHX Text 0.57"

AutoCAD SHX Text 0.68"

AutoCAD SHX Text 0.74"

AutoCAD SHX Text 0.63"

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(NOTE 1)

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EXPANSION JOINT DETAIL

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AutoCAD SHX Text 0.18"

AutoCAD SHX Text 0.80"

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FLOOR TO FLOOR

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SILICONE SEALANT SEE NOTE 1

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FLOOR SLAB

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BACKER ROD. BACKER ROD SHALL BE APPROX. 25% OVERSIZED FOR TIGHT FIT.

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TOOLED RADIUS

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NOTE: : 1. RECESS SEALANT 3/8".RECESS SEALANT 3/8".

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EXPANSION JOINT - SILICONE SEAL

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NOT TO SCALE

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FLOOR TO WALL

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FACE OF WALL

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SILICONE SEALANT SEE NOTE 1

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FLOOR SLAB

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BACKER ROD. BACKER ROD SHALL BE APPROX. 25% OVERSIZED FOR TIGHT FIT.

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TOOLED RADIUS

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FLOOR SLAB

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EXPANSION JOINT PLAN

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

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CIP WALL

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CIP PILASTER

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1/2" JOINT FILLER BETWEEN GRADE SLAB & COLUMN

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EXPANSION JOINT SEE 11/S-515

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P/C LIGHTWALL

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CIP WALL

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BACKER ROD & SEALANT FULL HEIGHT AND ACROSS TOP OF LIGHTWALL

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CIP WALL

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CIP WALL BELOW

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EXPANSION JOINT SEE 11/S-515

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BACKER ROD & SEALANT ABOVE CIP WALL @ ROOM BELOW

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CIP WALL BELOW

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EXP JOINT/SEALANT PLAN

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

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COLUMN/EXPANSION JOINT PLAN

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

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EXP JOINT

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EXIST P/C SPANDRELIST P/C SPANDRELP/C SPANDREL/C SPANDREL

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NEW P/C CORNER PIECE. SEE ARCH & NOTE 1. & NOTE 1.

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OUTLINE OF COLUMN BELOW

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EXIST P/C COLUMNCOLUMN

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P/C SPANDREL BEAM

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P/C BEAM BELOW BELOW

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PROVIDE POCKET ROVIDE POCKET FOR P/C BEAM /C BEAM BEARINGARING

AutoCAD SHX Text NOTES: 1. ALLOW FOR BEAM ALONG EJ TO BEAR AT EXISTING COLUMN POCKET. ALLOW FOR BEAM ALONG EJ TO BEAR AT EXISTING COLUMN POCKET. CONNECTIONS ARE PERFORMANCE DESIGN BY PRECASTER. 2. FIELD VERIFY EXISTING DIMENSIONS AND ELEVATIONS.FIELD VERIFY EXISTING DIMENSIONS AND ELEVATIONS.

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SEE 13/S-510 FOR CONNECTION

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SEE 13/S-510 FOR CONNECTION

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SHEARWALL/EXPANSION JOINT PLAN

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

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COLUMN/EXPANSION JOINT PLAN

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

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EXP JOINT

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EXIST P/C SPANDRELIST P/C SPANDRELP/C SPANDREL/C SPANDREL

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OUTLINE OF COLUMN BELOW

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P/C SPANDREL BEAM

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P/C BEAM BELOW BELOW

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PROVIDE POCKET FOR P/C BEAM BEARING

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CIP FILL ABOVE BEAM TO BRICK LEDGE ELEV

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EXIST P/C COLUMNCOLUMN

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(2) #5 W/ STD HOOK EA EA SIDE (EPOXY COATED) (EPOXY COATED) LOCATE 6" FROM TOP & BOT. ANCHOR 7 1/2" MIN . ANCHOR 7 1/2" MIN INTO EXISTING COLUMN COLUMN W/ HILTI HIT HY200 ADHESIVE OR APPROVED EQUIVALENT.

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(4) #4 VERT (EPOXY COATED)

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CLOSURE PLATE. SEE ARCH

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SEE 13/S-510 FOR CONNECTION

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AutoCAD SHX Text Approved: Project Director

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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

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths 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

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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