36C25218B0106-003.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

NON-SPRINKLERED

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COVER SHEET

RING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

REPAIR CAMPUS STEAM TUNNEL

AND STRUCTURAL SUPPORTS

MILWAUKEE VAMC

695-17-119

1 SEPTEMBER 2017 ETA ETA

100% BID SET

MILWAUKEE VAMC

BLDG 112

CLEMENT J. ZABLOCKI VA MEDICAL CENTER

REPAIR CAMPUS STEAM TUNNEL

100% BID SET

SHEET LIST

SHEET NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET

CIVIL

CC001 GENERAL CIVIL NOTES

VF101 EXISTING CONDITIONS

CD101 SITE DEMOLITION PLAN

CS101 SITE PLAN

CS501 SITE DETAILS

CW101 MAINTENANCE OF TRAFFIC PLAN

CW501 SIGNAGE DETAILS

CJ101 EROSION CONTROL PLAN

CJ501 EROSION CONTROL DETAILS

STRUCTURE

SI001 STRUCTURAL GENERAL NOTES

SB101 STEAM TUNNEL PLANS AND SECTIONS

SB301 SECTIONS

Contact: Contact:

Hannah Fleck Engineer

CIVILOWNER ARCHITECT

Mark VandeWoude Structural Engineer

STRUCTURAL

p: 317.800.6388 x 119 e: mvanderwoude@guidondesign.com

LOCATION MAP

VICINITY MAP

BUILDING 112

N

N

Contact:

CLEMENT J. ZABLOCKI

VA MEDICAL CENTER

5000 West National Ave.

Milwaukee, WI 53295 p: 414.384.2000

GUIDON DESIGN INC.

Evan Anderson-Decina Project Manager | Architect

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204 p: 317.800.6388 x 116 e: edecina@guidondesign.com

PROJECT NO: 695-17-119

AND STRUCTURAL SUPPORTS

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Contact:

RING & DUCHATEAU, LLP

Josh Nickols Engineer

MECHANICAL,

ELECTRICAL &

PLUMBING

17400 West Capitol Drive Brookfield, WI 53045 p: 414.778.7421 e: jnickols@ringdu.com p: 317.800.6388 x 115 e: hfleck@guidondesign.com

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Revisions: Date:

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

Consultant:

NON-SPRINKLERED

BLDG 112RING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

(414) 778-1700

REPAIR CAMPUS STEAM TUNNEL

AND STRUCTURAL SUPPORTS

MILWAUKEE VAMC

695-17-119

JIM BEIER, COR, VAMC

Revisions: Date: 01 SEPTEMBER 2017

100% BID SET

KC HF

CC001

GENERAL CIVIL NOTES

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

Consultant:

NON-SPRINKLERED

BLDG 112RING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

(414) 778-1700

REPAIR CAMPUS STEAM TUNNEL

AND STRUCTURAL SUPPORTS

MILWAUKEE VAMC

695-17-119

JIM BEIER, COR, VAMC

Revisions: Date: 01 SEPTEMBER 2017

100% BID SET

KC HF

0 2010

N

VF101

EXISTING CONDITIONS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

Consultant:

NON-SPRINKLERED

BLDG 112RING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

(414) 778-1700

REPAIR CAMPUS STEAM TUNNEL

AND STRUCTURAL SUPPORTS

MILWAUKEE VAMC

695-17-119

JIM BEIER, COR, VAMC

Revisions: Date: 01 SEPTEMBER 2017

100% BID SET

KC HF

0 2010

N

CD101

SITE DEMOLITION PLAN

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

Consultant:

NON-SPRINKLERED

BLDG 112RING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

(414) 778-1700

REPAIR CAMPUS STEAM TUNNEL

AND STRUCTURAL SUPPORTS

MILWAUKEE VAMC

695-17-119

JIM BEIER, COR, VAMC

Revisions: Date: 01 SEPTEMBER 2017

100% BID SET

KC HF

0 4020

N

CS101

SITE PLAN

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

Consultant:

NON-SPRINKLERED

BLDG 112RING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

(414) 778-1700

REPAIR CAMPUS STEAM TUNNEL

AND STRUCTURAL SUPPORTS

MILWAUKEE VAMC

695-17-119

JIM BEIER, COR, VAMC

Revisions: Date: 01 SEPTEMBER 2017

100% BID SET

KC HF

CS501

SITE DETAILS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

Consultant:

NON-SPRINKLERED

BLDG 112RING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

(414) 778-1700

REPAIR CAMPUS STEAM TUNNEL

AND STRUCTURAL SUPPORTS

MILWAUKEE VAMC

695-17-119

JIM BEIER, COR, VAMC

Revisions: Date: 01 SEPTEMBER 2017

100% BID SET

KC HF

0 12060

N

CW101CW101

MAINTENANCE OF TRAFFIC

PLAN

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

Consultant:

NON-SPRINKLERED

BLDG 112RING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

(414) 778-1700

REPAIR CAMPUS STEAM TUNNEL

AND STRUCTURAL SUPPORTS

MILWAUKEE VAMC

695-17-119

JIM BEIER, COR, VAMC

Revisions: Date: 01 SEPTEMBER 2017

100% BID SET

KC HF

CW501

SIGNAGE DETAILS

DETOUR

AHEAD

ROAD CLOSED

THRU TRAFFIC

TO

END

DETOUR

DETOUR

ROAD

CLOSED

DETOUR

DO NOT

ENTER

ONE WAY

ONLY

DETOUR

ROAD

NARROWS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

Consultant:

NON-SPRINKLERED

BLDG 112RING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

(414) 778-1700

REPAIR CAMPUS STEAM TUNNEL

AND STRUCTURAL SUPPORTS

MILWAUKEE VAMC

695-17-119

JIM BEIER, COR, VAMC

Revisions: Date: 01 SEPTEMBER 2017

100% BID SET

KC HF

0 4020

N

CJ101

EROSION CONTROL PLAN

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

Consultant:

NON-SPRINKLERED

BLDG 112RING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

(414) 778-1700

REPAIR CAMPUS STEAM TUNNEL

AND STRUCTURAL SUPPORTS

MILWAUKEE VAMC

695-17-119

JIM BEIER, COR, VAMC

Revisions: Date: 01 SEPTEMBER 2017

100% BID SET

KC HF

CJ501

EROSION CONTROL

DETAILS

GENERAL

THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. THE METHODS, MEANS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE

CONTRACTOR. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE

BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING

ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY

BRACING, GUYS, TIEDOWNS, ETC.

THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL,

MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND SPECIFICATIONS.

THE GENERAL NOTES ON THE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE FULL

WRITTEN MATERIAL SPECIFICATIONS (IF ANY) FOR THE PROJECT. IF A DISCREPANCY OCCURS BETWEEN THE NOTES AND THE FULL SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL

APPLY.

NO PENETRATIONS THROUGH STRUCTURAL ELEMENTS, OTHER THAN THOSE SHOWN ON THE

DRAWINGS, SHALL BE MADE WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.

CONCRETE MIX DESIGN SUBMITTAL

THE CONTRACTOR SHALL SUBMIT FOR THE REVIEW OF THE STRUCTURAL ENGINEER A MIX DESIGN FOR EACH PROPOSED CLASS OF CONCRETE. EACH MIX DESIGN SHALL BE IDENTIFIED BY A MIX NUMBER OR OTHER UNIQUE IDENTIFICATION. THE CONTRACTOR SHALL NOT VARY FROM THE MIX

DESIGNS NOR USE ANY CONCRETE OTHER THAN THE APPROVED MIX DESIGNS WITHOUT THE

APPROVAL OF THE STRUCTURAL ENGINEER. MIX DESIGN SUBMITTALS SHALL INCLUDE THE

FOLLOWING INFORMATION:

1. MIX DESIGN NUMBER OR UNIQUE IDENTIFICATION AND INTENDED LOCATION OF PLACEMENT.

2. CEMENT TYPE, PROPORTION AND NAME OF MANUFACTURER.

3. FLY ASH PROPORTION (WHEN USED), LABORATORY ANALYSIS CERTIFICATION, AND NAME AND

LOCATION OF SUPPLIER.

4. COURSE AGGREGATE PROPORTION, GRADATION REPORT, NAME AND LOCATION OF SUPPLIER.

5. FINE AGGREGATE PROPORTION, GRADATION REPORT, NAME AND LOCATION OF SUPPLIER.

6. MIXING WATER PROPORTION AND SOURCE.

7. ADMIXTURE DOSAGES, PRODUCT NAME(S) AND MANUFACTURER NAME(S).

8. FIBER REINFORCEMENT DOSAGE (WHEN USED), PRODUCT NAME AND MANUFACTURER NAME.

9. DESIGN 28-DAY COMPRESSIVE STRENGTH (F'C).

10. DESIGN SLUMP RANGE.

11. DESIGN AIR-ENTRAINMENT (FOR CONCRETE REQUIRING ENTRAINED AIR).

12. STATISTICAL ANALYSIS OF LABORATORY STRENGTH TEST DATA IN ACCORDANCE WITH "STANDARD

DEVIATION" DETERMINATION OUTLINED IN ACI 318.

SHOP DRAWING SUBMITTALS

THE CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS TO ENABLE HIM TO FABRICATE,

ERECT AND CONSTRUCT ALL PARTS OF THE WORK IN ACCORDANCE WITH THE DRAWINGS AND

SPECIFICATIONS. THESE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS, ACCURACY AND FIT

OF WORK.

ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE

STRUCTURAL ENGINEER. DRAWINGS SUBMITTED WITHOUT CONTRACTOR'S REVIEW WILL BE

RETURNED UNCHECKED.

SUBMIT HARD COPIES OR ELECTRONIC VERSIONS OF SHOP DRAWINGS. FOR HARD COPY OPTION, SUBMIT A MINIMUM OF TWO COPIES OF SHOP DRAWINGS TO THE STRUCTURAL ENGINEER FOR

REVIEW (ONE COPY SHALL BE RETAINED BY THE STRUCTURAL ENGINEER). FOR ELECTRONIC OPTION, SUBMIT SHOP DRAWINGS IN ADOBE PDF FORMAT.

SUBMIT SHOP DRAWINGS FOR EACH OF THE FOLLOWING ITEMS:

1. CONCRETE REINFORCEMENT

2. STRUCTURAL STEEL (INCLUDING DESIGN CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER

REGISTERED IN THE STATE WHERE THE PROJECT IS CONSTRUCTED FOR ALL CONNECTIONS NOT

SPECIFICALLY DETAILED ON THE DRAWINGS)

PRODUCT DATA SUBMITTALS

THE CONTRACTOR SHALL SUBMIT FOR APPROVAL PRODUCT DATA FOR THE SPECIFIC ITEMS LISTED

BELOW. CONTRACTOR SHALL NOT USE PRODUCTS OTHER THAN THOSE SUBMITTED WITHOUT THE

APPROVAL OF THE STRUCTURAL ENGINEER.

MANUFACTURER'S TRADE NAMES AND NUMBERS USED HEREIN ARE ONLY TO IDENTIFY COLORS,

FINISHES, TEXTURES, AND PATTERNS AS A BASIS OF DESIGN. PRODUCTS OF AUTHORIZED EQUAL

MANUFACTURER'S EQUIVALENT TO COLORS, FINISHES, TEXTURES, AND PATTERNS OF

MANUFACTURERS LISTED THAT MEET REQUIREMENTS OF TECHNICAL SPECIFICATIONS IN EVERY

RESPECT MAY BE ACCEPTABLE WITH SUBMITTAL OF A COMPLETED SUBSTITUTION REQUEST

CONTAINING ALL PRODUCT DATA, TESTING AND ACTUAL SAMPLES, AND UPON APPROVAL IN WRITING

BY CONTRACTING OFFICER.

SUBMIT HARD COPIES OR ELECTRONIC VERSIONS OF PRODUCT DATA. FOR HARD COPY OPTION,

SUBMIT A MINIMUM OF TWO COPIES OF PRODUCT DATA TO THE STRUCTURAL ENGINEER FOR

REVIEW (ONE COPY SHALL BE RETAINED BY THE STRUCTURAL ENGINEER). FOR ELECTRONIC OPTION, SUBMIT PRODUCT DATA IN PDF FORMAT.

1. FIBER REINFORCEMENT FOR CONCRETE

2. CONCRETE CURING COMPOUND

4. CONCRETE JOINT SEALANT

5. WATER STOPS

6. EXPANSION ANCHORS

7. ADHESIVE ANCHORS

8. NON-SHRINK GROUT

CONCRETE

REINFORCED CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318) AND COMMENTARY (ACI 318R).

MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO THE LATEST

EDITION OF THE SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301). READY-MIXED

CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ASTM C94. IN CASE OF A

DISCREPANCY, THE PLANS AND SPECIFICATIONS SHALL GOVERN.

CEMENT SHALL CONFORM TO ASTM C150, TYPE I, UNO.

FLY ASH SHALL CONFORM TO ASTM C618, CLASS C OR F. THE RATIO OF THE AMOUNT (BY

WEIGHT) OF FLY ASH TO TOTAL CEMENTITIOUS MATERIALS IN THE MIX SHALL NOT EXCEED 25

PERCENT.

NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C33.

WATER-REDUCING ADMIXTURES SHALL CONFORM TO ASTM C494.

AIR-ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C260 AND SHALL BE CERTIFIED BY

THE MANUFACTURER TO BE COMPATIBLE WITH OTHER ADMIXTURES.

CALCIUM CHLORIDE ADMIXTURES OR ADMIXTURES CONTAINING MORE THAN 0.1 PERCENT

CHLORIDE IONS SHALL NOT BE USED.

IN COLD WEATHER CONDITIONS, MIXING, PLACING, FINISHING, CURING AND PROTECTION OF

CONCRETE SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF ACI 306R,

COLD WEATHER CONCRETING.

IN HOT WEATHER CONDITIONS, MIXING, PLACING, FINISHING, CURING AND PROTECTION OF

CONCRETE SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF ACI 305R,

HOT WEATHER CONCRETING.

USE OF CONSTRUCTION JOINTS AT LOCATIONS OTHER THAN THOSE INDICATED ON THE

DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW.

SLUMP FOR PUMPED CONCRETE SHALL BE MEASURED AT POINT OF DISCHARGE.

NORMAL WEIGHT CONCRETE SHALL BE USED IN THE FOLLOWING AREAS AND SHALL HAVE THE

PROPERTIES AS SHOWN BELOW:

STEAM TUNNEL REPAIR CONCRETE AND TOP SLAB

1. COMPRESSIVE STRENGTH (28 DAYS): 5000 PSI

2. MAXIMUM SLUMP: 4 INCHES

3. MINIMUM CEMENTITIOUS MATERIALS CONTENT: 375 LB./CU. YD.

4. (USE TYPE II SULFATE RESISTANT CEMENT)

5. MAXIMUM SLUMP FOR CONCRETE CONTAINING HIGH-RANGE WATER-REDUCING ADMIXTURE: 8

INCHES (AFTER ADMIXTURE IS ADDED TO CONCRETE WITH 2 TO 4 INCH SLUMP).

6. MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO: 0.45

7. MAXIMUM COARSE AGGREGATE SIZE: 1 1/2 INCHES

8. AIR CONTENT: 3-6%

SHORING/RE-SHORING

THE SHORING AND/OR RE-SHORING DESIGN FOR CONCRETE FRAME SYSTEMS IS THE

RESPONSIBILITY OF THE CONTRACTOR. TEMPORARY SHORING FOR SLABS, BEAMS, AND GIRDERS

SHALL BE ADEQUATE TO CARRY THE TOTAL WEIGHT OF THE SLAB-BEAM-GIRDER SYSTEM (UNIT

WEIGHT OF CONCRETE CAN BE TAKEN AS 145 PCF) AND ANY TEMPORARY CONSTRUCTION LOADS

TO BE IMPOSED ON THE STRUCTURAL SYSTEM. SHORING FOR A LEVEL SHALL NOT BE REMOVED

UNTIL THE CONCRETE AT THAT LEVEL HAS ATTAINED THE SPECIFIED COMPRESSIVE STRENGTH

(F'C). REMOVAL OF SHORING AND/OR RESHORING SHALL NOT CAUSE OVERSTRESSING OF ANY

STRUCTURAL ELEMENTS. SHORING PLAN TO BE DESIGNED AND STAMPED BY A PROFESSIONAL

ENGINEER AND SUBMITTED DURING CONSTRUCTION PHASE PER THE 033000 SPECIFICATION.

REINFORCING STEEL

REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 AND

SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI.

ALL REINFORCING STEEL IN THIS PROJECT SHALL BE EPOXY-COATED, CONFORMING TO ASTM 775.

REINFORCING BAR DETAILING, FABRICATING, AND PLACING SHALL CONFORM TO THE

LATEST EDITION OF THE FOLLOWING STANDARDS: ACI 301, ACI 315, ACI 318 AND

ACI DETAILING MANUAL (SP66).

UNLESS A GREATER AMOUNT OF COVER IS INDICATED ON THE DRAWINGS, PROVIDE

THE FOLLOWING MINIMUM CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS:

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES

#6 BARS AND LARGER EXPOSED TO EARTH OR WEATHER: 2 INCHES

#5 BARS AND SMALLER EXPOSED TO EARTH OR WEATHER: 1-1/2 INCHES

BEAM AND COLUMN TIES, STIRRUPS AND SPIRALS: 1-1/2 INCHES

ELEVATED SLAB BARS NOT EXPOSED TO EARTH OR WEATHER: 3/4 INCH

REINFORCING STEEL SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT

UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY THE

STRUCTURAL ENGINEER.

WHERE LAP SPLICE LENGTHS ARE NOT SHOWN OR NOTED, PROVIDE A CLASS "B" LAP.

ALL 90 DEGREE AND 180 DEGREE BENDS SHOWN ON THE DRAWINGS SHALL BE

STANDARD HOOKS, UNLESS NOTED OTHERWISE.

PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL BARS AT

CORNERS OF ALL WALLS AND GRADE BEAMS. LAP SPLICE CORNER BARS WITH

STRAIGHT BARS.

UNLESS OTHERWISE SHOWN OR NOTED, PROVIDE 2-#5 BARS (ONE EACH FACE)

AROUND UNFRAMED OPENINGS IN CONCRETE WALLS AND GRADE BEAMS. PLACE

BARS PARALLEL TO THE SIDES OF THE OPENING AND EXTEND 24" BEYOND CORNERS.

WELDABLE REINFORCING STEEL

REINFORCING STEEL WHICH IS TO BE WELDED SHALL CONFORM TO ASTM A706. WELDING OF

REINFORCING STEEL, WHEN APPROVED BY THE STRUCTURAL ENGINEER, SHALL CONFORM TO THE LATEST EDITION OF AMERICAN WELDING SOCIETY STANDARD D1.4. ELECTRODES FOR SHOP AND FIELD

WELDING OF REINFORCING STEEL SHALL CONFORM TO ASTM A233, CLASS E90XX.

EPOXY-COATED REINFORCING STEEL

EPOXY COATED REINFORCING STEEL SHALL CONFORM TO ASTM A775 AND SHALL BE USED ONLY

WHERE SHOWN OR NOTED ON THE DRAWINGS.

WELDED WIRE FABRIC

WELDED WIRE FABRIC SHALL BE SMOOTH WIRE FABRIC CONFORMING TO ASTM A185. FABRIC SHALL

BE SUPPLIED IN FLAT SHEETS AND LAPPED A MINIMUM OF ONE SPACE PLUS 2 INCHES.

WELDED WIRE FABRIC SHALL BE PLACED AS FOLLOWS, UNLESS NOTED OTHERWISE:

SLABS ON GRADE: 2 INCHES DOWN FROM TOP OF SLAB.

SLABS ON METAL DECK: 3/4 INCH DOWN FROM TOP OF SLAB.

FIBER REINFORCEMENT

FIBER REINFORCEMENT SHALL BE 3/4" LONG, VIRGIN (NON-RECYCLED) NYLON OR

POLYPROPYLENE FIBERS, INTRODUCED INTO THE CONCRETE MIX AT THE BATCH PLANT, IN

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DOSAGE SHALL BE 1.5 POUNDS

PER CUBIC YARD OF CONCRETE.

CONCRETE TESTING

MAKE ONE SET OF TEST CYLINDERS IN ACCORDANCE WITH ASTM C31 FOR EACH DAY'S POUR

AND FOR EACH 100 CUBIC YARDS. EACH SET SHALL INCLUDE ONE SPECIMEN TESTED AT 7

DAYS, 2 SPECIMENS TESTED AT 28 DAYS AND ONE SPECIMEN RETAINED IN RESERVE TO BE

TESTED AT THE DIRECTION OF THE STRUCTURAL ENGINEER. SPARE CYLINDER MAY BE

DISCARDED 90 DAYS AFTER CASTING UNLESS

DIRECTED OTHERWISE BY THE STRUCTURAL ENGINEER. THIS SET OF TEST CYLINDERS SHALL

BE PROTECTED AGAINST FREEZING.

WHEN THE AMBIENT TEMPERATURE IS EXPECTED TO FALL BELOW 40 DEGREES DURING THE

COURSE OF A CONCRETE POUR OR SUBSEQUENT CURING PROCESS, AN ADDITIONAL SET OF

CONCRETE TEST CYLINDERS SHALL BE MADE AND TESTED. THESE CYLINDERS SHALL BE

STORED IMMEDIATELY ADJACENT TO, AND CURED UNDER THE SAME CONDITIONS AS THE

BUILDING CONCRETE. SPECIAL CURING BOXES ARE NOT PERMITTED FOR THESE TEST

CYLINDERS.

FORWARD COPIES OF TEST RESULTS TO THE ARCHITECT, STRUCTURAL ENGINEER, READY-

MIX SUPPLIER AND CONTRACTOR WITHIN 24 HOURS AFTER TESTING.

ADHESIVE ANCHORS

ADHESIVE ANCHORS SHALL BE HILTI "HIT HY200" FOR SOLID SUBSTRATE AND HILTI "HIT HY70"

FOR HOLLOW SUBSTRATE OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL

ENGINEER, UNLESS NOTED OTHERWISE ON PLANS. ANCHORS SHALL BE INSTALLED IN

CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS BY INSTALLERS TRAINED BY

THE MANUFACTURER'S REPRESENTATIVE.

MINIMUM EMBEDMENT DEPTH SHALL BE 8 BOLT DIAMETERS UNLESS NOTED OTHERWISE.

NON-SHRINK GROUT

GROUT SHALL BE A NON-METALLIC, SHRINKAGE RESISTANT (WHEN TESTED IN ACCORDANCE

WITH THE LATEST EDITION OF ASTM C827 OR CRD-C621), PREMIXED, NON-CORROSIVE, NON-

STAINING PRODUCT CONTAINING PORTLAND CEMENT, SILICA SANDS, SHRINKAGE

COMPENSATING AGENTS AND FLUIDITY IMPROVING COMPOUNDS. GROUT SHALL HAVE A

MINIMUM COMPRESSIVE STRENGTH (F'C) OF 5,000 PSI IN 28 DAYS.

WATERSTOPS

SELF-EXPANDING STRIP WATER STOPS SHALL BE VOLCLAY WATERSTOP-RX 101 UNLESS NOTED

OTHERWISE. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN NSTRUCTIONS.

MASTIC COATING

MASTIC COATING FOR PROTECTION OF INDICATED ITEMS SHALL BE BITUMASTIC 50 COAL TAR

MASTIC BY CARBOLINE OR EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL

ENGINEER. INSTALL AT LOCATIONS INDICATED ON DRAWINGS.

UNLESS NOTED OTHERWISE, APPLY MASTIC TO A COATING THICKNESS OF 18 MILS. PROVIDE

FULL COVERAGE OVER ITEMS INDICATED TO RECEIVE COATING.

STRUCTURAL STEEL

STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE ANSI/AISC 360 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, LATEST EDITION WITH AMENDMENTS, AND THE AISC 303 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, LATEST

EDITION WITH AMENDMENTS.

STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, 50 KSI.

STRUCTURAL STEEL PLATES AND ROLLED SHAPES OTHER THAN WIDE-FLANGE SHAPES SHALL

CONFORM TO ASTM A36, UNLESS NOTED OTHERWISE.

STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B.

STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, GRADE B.

ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36, UNLESS NOTED OTHERWISE.

STEEL STUDS SHALL CONFORM TO ASTM A108.

BOLTED CONNECTIONS SHALL CONFORM TO THE SPECIFICATION FOR STRUCTURAL JOINTS

USING ASTM A325 OR A490 BOLTS, APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL

CONNECTIONS OF THE ENGINEERING FOUNDATION. BOLTED CONNECTIONS FOR STRUCTURAL

STEEL MEMBERS SHALL BE MADE WITH 3/4" DIAMETER A325 BOLTS, UNLESS NOTED OTHERWISE.

BOLTED CONNECTIONS SHALL BE TIGHTENED TO THE SNUG TIGHT CONDITION, EXCEPT BOLTED

CONNECTIONS IN BRACE ELEMENTS ARE TO BE FULLY PRETENSIONED WITH CLASS A FAYING

SURFACES.

WELDING PROCEDURES SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN WELDING

SOCIETY'S STRUCTURAL WELDING CODE FOR STEEL ANSI/AWS D1.1.

WELDED CONNECTIONS USING ASTM A992 STEEL AS A BASE METAL SHALL BE MADE WITH E70XX

LOW HYDROGEN ELECTRODES. UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS,

OTHER WELDED CONNECTIONS MAY BE MADE WITH STANDARD E70XX ELECTRODES.

STRUCTURAL STEEL THAT RECEIVES FINISH PAINT SHALL BE SHOP-PRIMED WITH A RUST-

INHIBITING PRIMER, UNLESS NOTED OTHERWISE ON THE DRAWINGS. CONTRACTOR SHALL VERIFY PRIMER IS COMPATIBLE WITH FINISH COAT SYSTEM SPECIFIED BY THE ARCHITECT. COORDINATE

FINISH PAINTING REQUIREMENTS WITH THE ARCHITECT.

STRUCTURAL STEEL THAT IS NOT EXPOSED IN THE FINISHED CONSTRUCTION AND DOES NOT

RECEIVE FINISH PAINT SHALL NOT BE SHOP-PRIMED, UNLESS NOTED OTHERWISE ON THE

DRAWINGS.

STRUCTURAL STEEL NOTED TO BE GALVANIZED SHALL BE HOT-DIP GALVANIZED IN

CONFORMANCE WITH ASTM A123.

DO NOT PAINT OR GALVANIZE THE FOLLOWING SURFACES:

1. SURFACES TO BE WELDED.

2. SURFACES TO RECEIVE BOLTED SLIP-CRITICAL CONNECTIONS.

3. SURFACES TO RECEIVE SHEAR STUD CONNECTIONS.

4. SURFACES TO RECEIVE SPRAYED-ON FIREPROOFING.

ALL ABRASIONS TO GALVANIZED SURFACES OR SURFACES TO RECEIVE AN ARCHITECTURAL FINISH

COAT SHALL BE TOUCHED-UP AFTER ERECTION IS COMPLETE. FOR PAINTED STEEL, USE A

PRIMER EQUIVALENT TO THE SHOP PAINT. FOR GALVANIZED STEEL, USE A ZINC-RICH COLD-

GALVANIZING PAINT.

DESIGN CONNECTIONS NOT SHOWN IN ACCORDANCE WITH THE ASD SPECIFICATION AND MANUAL

OF STEEL CONSTRUCTION. UNLESS NOTED OTHERWISE ON THE DRAWINGS, DESIGN BEAM

CONNECTIONS NOT SHOWN, TO SUPPORT A MINIMUM OF A 10 KIP SHEAR REACTION. PROVIDE NO LESS THAN 2 BOLTS IN ANY SINGLE LINE OF BOLTS, UNLESS SPECIFICALLY INDICATED ON THE

DRAWINGS.

PROVIDE L4X4X1/4 FRAMED OPENINGS FOR ALL ROOF PENETRATIONS 12 INCHES OR LARGER

ALONG ANY SIDE, UNLESS LARGER FRAMING IS INDICATED. REFER TO MECHANICAL AND PLUMBING

DRAWINGS FOR PENETRATIONS. COORDINATE FRAMED OPENING SIZES AND LOCATIONS WITH

THE MECHANICAL AND PLUMBING CONTRACTORS.

GALVANIZE ALL EXPOSED STEEL.

EXISTING STEEL MARKED ON PLANS FOR REUSE SHALL BE CLEANED AND INSPECTED TO CONFIRM

IT IS SUITABLE FOR USE AT NEW LOCATION.

RENOVATION (EXISTING CONDITIONS)

WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE VA RECORD DRAWINGS INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS, DETAILS, ETC. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO NOTIFY THE STRUCTURAL

ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.

WHERE NEW WORK IS TO BE FITTED TO OLD WORK, THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS IN THE FIELD, AND REPORT ANY ERRORS OR DISCREPANCIES TO THE STRUCTURAL

ENGINEER PRIOR TO THE FABRICATION AND ERECTION OF ANY NEW MEMBERS.

EXISTING MATERIALS TO BE REMOVED AND REINSTALLED AS PART OF THIS PROJECT, THAT BECOME DAMAGED, SHALL BE REPLACED WITH NEW MATERIAL OF EQUAL QUALITY AND APPEARANCE, AT THE

CONTRACTOR'S EXPENSE.

ALL WORK SHALL BE PERFORMED WITHOUT DAMAGE TO ADJACENT RETAINED WORK. ADJACENT

EXISTING CONSTRUCTION SHALL BE PROTECTED FROM DUST, DIRT AND DEBRIS ACCUMULATION AT ALL

TIMES.

TUNNEL REPAIR LOCATIONS

FRAME NUMBER

LOCATION

(STA.) CONCRETE ISSUES REPAIR AREA (SF) PLATE SUPPORTS TO BE REPLACED PLATE DETAIL OTHER NOTES

1 00+04

2 00+12 UPPER GUIDE STEEL PLATE 3/SB101

3 00+20

4 00+24 LOWER GUIDE STEEL PLATE 3/SB101

5 00+28 UPPER GUIDE STEEL PLATE 3/SB101

6 00+32 LOWER GUIDE STEEL PLATE 3/SB101

7 00+36 SPALLING 5 UPPER GUIDE STEEL PLATE 3/SB101

8 00+40 SPALLING/DELAMINATION 5

9 00+53 SPALLING 5

10 00+61 UPPER GUIDE STEEL PLATE 3/SB101

11 00+69 LOWER GUIDE STEEL PLATE 3/SB101

12 00+77 UPPER GUIDE STEEL PLATE 3/SB101

13 00+85 LOWER GUIDE STEEL PLATE 3/SB101

14 00+93 UPPER GUIDE STEEL PLATE 3/SB101

15 01+01 LOWER GUIDE STEEL PLATE 3/SB101

16 01+09 UPPER GUIDE STEEL PLATE 3/SB101

17 01+17 LOWER GUIDE STEEL PLATE 3/SB101

18 01+25

19 01+29 LOWER GUIDE STEEL PLATE 3/SB101

20 01+34 ANCHORS 7/SB101

21 01+42

22 01+51 LOWER GUIDE STEEL PLATE 3/SB101

23 01+59 UPPER GUIDE STEEL PLATE 3/SB101

24 01+68

25 01+76

26 01+84

27 01+93

28 02+00

29 02+08

30 02+16

31 02+24

32 02+32

33 02+40

34 02+48

35 02+56 LEAK AT CONCRETE JOINT - SEAL

36 02+64

37 02+72

38 02+80

39 02+84

40 02+89

41 02+96

42 03+04

43 03+12 ANCHORS 7/SB101

44 03+21

45 03+28 LOWER GUIDE STEEL PLATE 3/SB101

46 03+36

47 03+44 SPALLING 5 LOWER GUIDE STEEL PLATE 3/SB101

48 03+52

49 03+60 SPALLING/DELAMINATION 5 LOWER GUIDE STEEL PLATE 3/SB101

50 03+68 SPALLING/DELAMINATION 15

51 03+76 SPALLING 15

52 03+84 SPALLING 15

53 03+92 SPALLING/DELAMINATION 15 LOWER GUIDE STEEL PLATE 3/SB101

54 04+00 SPALLING/DELAMINATION 15

55 04+08 SPALLING/DELAMINATION 15

56 04+16 SPALLING/DELAMINATION 15 UPPER GUIDE STEEL PLATE 3/SB101

57 04+24 SPALLING/DELAMINATION 15 LOWER GUIDE STEEL PLATE 3/SB101

58 04+32 10

59 04+40 UPPER GUIDE STEEL PLATE 3/SB101 CORRODED PIPES - CLEAN

60 04+48 5 LOWER GUIDE STEEL PLATE 3/SB101

61 04+56 SPALLING 30

62 04+64 SPALLING/DELAMINATION 10

63 04+72 UPPER GUIDE STEEL PLATE 3/SB101

64 04+80 SPALLING 5

65 04+88 SPALLING/DELAMINATION 10 UPPER GUIDE STEEL PLATE 3/SB101

66 04+96 SPALLING/DELAMINATION 30 LOWER GUIDE STEEL PLATE 3/SB101 TOP SLAB REPLACEMENT

67 05+04 SPALLING/DELAMINATION TOP SLAB REPLACEMENT

68 05+12 DETERIORATION TO REBAR 10 LOWER GUIDE STEEL PLATE, ANCHORS 3/SB101, 7/SB101 TOP SLAB REPLACEMENT

69 05+20 DETERIORATION TO REBAR 10 TOP SLAB REPLACEMENT

70 05+28 SPALLING/DELAMINATION ANCHORS 7/SB101 TOP SLAB REPLACEMENT

71 05+36 SPALLING/DELAMINATION 40 TOP SLAB REPLACEMENT

72 05+44 SPALLING/DELAMINATION 15 LOWER GUIDE STEEL PLATE 3/SB101

73 05+52 SPALLING 5 UPPER GUIDE STEEL PLATE 3/SB101

74 05+60 SPALLING 5 LOWER GUIDE STEEL PLATE 3/SB101

75 05+68 SPALLING 5

76 05+76 LOWER GUIDE STEEL PLATE 3/SB101

77 05+84

78 05+92

79 06+00 CONDUIT RUNS THROUGH - SEE CIVIL FOR FIX

80 06+07 SPALLING/DELAMINATION 5

81 06+15 ANCHORS 7/SB101

82 06+24 LOWER GUIDE STEEL PLATE 3/SB101

83 06+31

84 06+40 SPALLING 5

85 06+47 SPALLING 40

86 06+55

87 06+63

88 06+71 ANCHORS 7/SB101

89 06+79

90 06+87

91 06+95

92 07+03

93 07+11

94 07+19

95 07+26

96 07+34 LOWER GUIDE STEEL PLATE 3/SB101

97 07+42

98 07+50

99 07+58

100 07+66

101 07+72

NOTES:

1. FRAMES ARE NUMBERED STARTING WITH "1" CLOSEST TO THE BOILER PLANT ENTRANCE, FINISHING WITH "101" AT THE

ENTRANCE TO THE MAUSOLEUM.

2. FOR DAMAGED CONCRETE SECTIONS NOTED FOR REPAIR, CLEAN DAMAGED SURFACE AND GRIND DOWN TO REMOVE ANY

SPALLING/EFFLUORESCENCE. CLEAN WITH WIRE BRUSH AND ROUGHEN SURFACE TO 1/4" AMPLITUDE. SEAL ANY LEAKS AND ENSURE SURFACE IS DRY BEFORE APPLYING REPAIR MATERIAL. FILL WITH REPAIR GROUT/MORTAR (TO BE APPROVED BY VA)

UNTIL SURFACE IS FLUSH.

3. COVER REPAIRED CONCRETE SURFACE AFTER REPAIR WITH APPROVED SHEETING TEMPORARILY ADHERED TO

SURROUNDING CONCRETE UNTIL CURING PERIOD HAS ENDED.

4. WHERE JOINTS BETWEEN CONCRETE SECTIONS SHOW SIGNS OF LEAKING, APPLY APPROVED HYDRAULIC CEMENT AND

WAIT UNTIL SECTION HAS DRIED TO BEGIN CONCRETE REPAIR.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

NON-SPRINKLERED

C U s e rs

\l la i\ D o c u m e n ts

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SI001

STRUCTURAL GENERAL NOTES

RING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

REPAIR CAMPUS STEAM TUNNEL

AND STRUCTURAL SUPPORTS

MILWAUKEE VAMC

695-17-119

1 SEPTEMBER 2017 MV LL

100% BID SET

MILWAUKEE VAMC

BLDG 112

TRANSFORMERS

CONC WALL

TRANSFORMER

SPRINKLER

CONTROL

BOX

FAN

STEPS

RIM 638.86'

8" PVC E 634.86'

RIM 634.53'

12" E 629.37' 12" W 629.37'

12" RCP N 629.47'

RIM 634.65'

12" E 631.15'

RIM 628.69'

6" NW 625.66'

8" E 625.66'

(TO BOTTOM OF BELL)

RIM 628.29'

8" W 625.44'

8" SW 625.38'

6" E 625.64'

RIM 628.48'

6" W 624.58' +/-

(FILLED WITH DEBRIS)

RIM 629.49'

8" N 624.79' +/- 6" W 624.89' +/- 8" S 624.79'+/-

(FULL OF DEBRIS,

UNKNOWN CONNECTIONS)

RIM 637.20'

8" PVC W 632.94'

12" RCP S 631.99'

RIM 640.17'

12" RCP S 634.16'

12" RCP W 635.09'

RIM 642.82'

6" E 637.66' 6" N 637.74' 6" W 637.82'

N 642.79' +/-

METAL FENCE

C H A

IN

LI

N K

F E N C E

S

IG

N

LANDSCAPING

S

IG

N

LANDSCAPING

BR

IC

K

WA

LL

S

IG

N

TUNNEL

ACCESS

HATCH

METAL CAP

S

IG

N

GAS PUMPS

AND VENT

ON CONC

PAD

SIGN

LA

ND

SC

AP

IN

G

SET BENCHMARK, CHISELED " "

ON WEST SIDE, TOP OF

CONCRETE LIGHT POLE BASE

ELEV = 640.24'

ABANDONED TUNNEL ACCESS

F L O W E R

D R

POWER PLANT DR.

B R

IC

K

ASPHAL

T

ASPHALT

GRAVEL

ASPHALT

ASPH

C O N C R E T E

ASPHALT

ASPHALT

A S P H A L T

C O N C R E T E

CONC

C O N C

CONC

C O N C

CONC

C O N C

C O N C

CONC

C O N C

FOUND

IRON ROD

1 STORY

METAL

BUILDING

BLDG 112

SB101

SB101

TYP

TYP

ABANDONED STEAM PIPE (TO

BE REMOVED) (~01+10)

STEP DOWN (~01+31)

APPROX. LOCATION

FRAME 20 ANCHOR

(~01+40)

ABANDONED WATER LINE

(TO BE REMOVED) (~1+90)

MID-HEIGHT PIPE CROSSING (~ 02+08)

START (~00+00)

BAD SPALL AREA

(APPROX 02+50 -02+60)

APPROX. LOCATION FRAME 43

ANCHOR (~03+20)

APPROX LOCATION OF

JOINT LEAK (~04+35)

APPROX. LOCATION FRAME

70 ANCHOR (~05+30)

APPROX. LOCATION FRAME

81 ANCHOR (~ 06+15)

APPROX. LOCATION FRAME

88 ANCHOR (~ 06+80)

PIPE CROSSING MID-

HEIGHT (~ 07+50)

END OF SCOPE OF

PROJECT ( ~ 07+79 )

TOP SLAB NEEDS

REPLACEMENT IN THIS AREA

SB101

SB101

NOTES:

1. PROVIDE TEMPORARY FALL PROTECTION COVER OVER OPENING DURING CONSTRUCTION

2. PROVIDE TEMPORARY HORIZONTAL BRACING ACROSS TUNNEL WHILE TOP SLAB IS REMOVED CAPABLE

OF WITHSTANDING 5K TENSION OR COMPRESSION FORCE.

3. PROVIDE TEMPORARY WEATHER PROTECTION OVER TUNNEL OPENING DURING CONSTRUCTION AND

REPAIR WORK.

4. STEAM PIPES TO REMAIN OPERATIONAL DURING DURATION OF CONSTRUCTION. CONTRACTOR TO PLACE PROPER SAFEGUARDS IN PLACE TO PROTECT PIPES DURING CONSTRUCTION AND TO PROMOTE SAFETY

OF WORKERS.

BOILER PLANT

MAUSOLEUM

REMOVE EXISTING

TOP PLATE

REMOVE EXISTING

BASE PLATE

EXISTING

CONCRETE

TUNNEL

REMOVE EXISTING

PIPE SUPPORT FRAME

REMOVE EXISTING PIPE

SUPPORT FRAME

REMOVE UPPER GUIDE STEEL

PLATE SUPPORT (SEE REPAIR

TABLE FOR LOCATIONS)

REMOVE LOWER GUIDE STEEL

PLATE SUPPORT (SEE REPAIR

TABLE FOR LOCATIONS)

NOTES:

1. CONTRACTOR TO PROVIDE TEMPORARY PIPE SUPPORT UPON DEMOLITION

2. REPLACE ALL FRAMES LABELED 1-101 (SEE REPAIR TABLE) BETWEEN BOILER

PLANT AND ABOVE-GROUND STEAM VAULT "MAUSOLEUM"

3. DO NOT REMOVE FRAMES BEFORE INSTALLING REPLACEMENT.

CUT BOTTOM STEEL TUBE ANCHOR

TO MOST VIABLE STEEL. REMOVE

WALL PLATE ASSEMBLIES.

LOCATIONS INDICATED IN REPAIR

TABLE

L3x3x1/4 GALVANIZED ANGLE

CONNECTION W/ 3/8" DIA. S.S.

EXPANSION ANCHORS

NEW HSS 3x3x1/4

GALVANIZED STEEL TUBE

COLUMN

NEW HDPE

BEARING PAD

NEW HSS 3x3x1/4 GALVANIZED

STEEL TUBE SUPPORT

NEW LOW FRICTION PIPE

SUPPORT ASSEMBLY TO

REPLACE GUIDE STEEL PLATES

L3x3x1/4 GALVANIZED ANGLE

CONNECTION W/ 3/8" DIA. S.S.

EXPANSION ANCHORS

NEW HSS 3x3x1/4

GALVANIZED STEEL

TUBE SUPPORT

EXISTING

CONCRETE

TUNNEL

PROVIDE 1/2" GAP BENEATH TUBE

COLUMN FOR POTENTIAL DRAINAGE

1/4" 2" MIN

1/4"

NEW 3/8" x 9" x 9" GALV. STEEL

PLATE W/ (4) 1/2" DIA. S.S.

EXPANSION ANCHORS

1/4

SB101

NOTE:

1. REPLACE FRAMES 1-101 (SEE REPAIR TABLE) BETWEEN BOILER PLANT AND ABOVE-

GROUND STEAM VAULT "MAUSOLEUM"

2. INSTALL FRAMES 6"-12" HORIZONTALLY FROM ORIGINAL FRAMES. DO NOT REMOVE

ORIGINAL FRAMES UNTIL NEW ASSEMBLIES ARE COMPLETELY INSTALLED.

1/4 3" CUT, REMOVE, AND REPLACE TOP SLAB

1'

DRILL AND EPOXY #5 "L" BARS @ 12"

O.C. W/ 12" EMBEDMENT

12"

24"

CONT. #5 BARS @ 12" O.C. TOP & BOTT.

6' - 7 1/2"

#5 BARS @ 12" OC

TOP & BOTT

NOTE:

1. CONTRACTOR TO FIELD-VERIFY ALL DIMENSIONS

2. PIPES AND SUPPORTS NOT SHOWN FOR CLARITY

ROUGHEN SURFACE TO 1/4"

AMPLITUDE AND APPLY

BONDING AGENT, TYP

2" PROTECTION BOARD

WATERPROOFING

EXISTING CONCRETE

TUNNEL

CONTINUOUS HYDROPHILIC

WATER STOP

SLOPE PROTECTION BOARD FOR DRAINAGE

ETCH FRAME NUMBER INTO FACE

OF STEEL COLUMN AT 2 SIDES. (SEE

REPAIR TABLE FOR DESIGNATED

FRAME NUMBERS)

EXISTING TUNNEL TOP SLAB

NEW TUNNEL TOP SLAB

CONTINUOUS HYDROPHILIC

WATERSTOP

ROUGHEN EXISTING SURFACE TO 1/4"

AMPLITUDE AND APPLY BONDING AGENT

#5 BARS @ 12"

EPOXY-DOWEL REBAR INTO

EXISTING W/ 6" MIN EMBEDMENT.

1/2" x 9" x 10" GALV. PLATE W/ (4) 3/8"

DIA. EXPANSION ANCHORS, GALV.

COAT ASSEMBLY W/ MIN. 1/8" LAYER

OF EPOXY AFTER INSTALLATION.

NOTES:

1. SEE REPAIR TABLE FOR ANCHOR LOCATIONS.

2. ADDITIONAL STEEL AND SUPPORTS NOT SHOWN FOR CLARITY

1/4 3@121/2" x 1'-0" x 1'-5" GALV. STEEL PLATE

WELDED TO ANCHOR TUBES.

GALV. SHIM PLATES AS REQUIRED

1/2" x 4" x 8" GALV. PLATE 1/4 3"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

NON-SPRINKLERED

C U s e rs

\l la i\ D o c u m e n ts

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T u n n e l M o d e l_ lla i.

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/2

:1 :2

P

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SB101

STEAM TUNNEL PLANS AND

SECTIONSRING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

REPAIR CAMPUS STEAM TUNNEL

AND STRUCTURAL SUPPORTS

MILWAUKEE VAMC

695-17-119

1 SEPTEMBER 2017 MV LL

100% BID SET

MILWAUKEE VAMC

BLDG 112

SCALE: 1" = 20'-0"SB101

1 TUNNEL PLAN

N

SCALE: 3/4" = 1'-0"SB101

2 TYPICAL EXIST TUNNEL SECTION

SCALE: 3/4" = 1'-0"SB101

3 TYPICAL REPAIR SECTION

SCALE: 3/4" = 1'-0"SB101

6 TOP SLAB REPLACEMENT/WATERPROOFING DETAIL

SCALE: 3" = 1'-0"SB101

4 FRAME LABEL DETAIL

SCALE: 3/4" = 1'-0"SB101

5 CONNECTION TO EXISTING TOP SLAB

SCALE: 3/4" = 1'-0"SB101

7 ANCHOR

00+00

FACE OF TUNNEL AT

BUILDING 112

1 2 3 4 5 6 7 8

SB101

SB101

01+00

9 10 11 12 13 14 15 16 17 18 19 20

21 22 23 24 25 26 27

ABANDONED STEAM PIPE. CUT AND REMOVE.

INFILL OPENINGS IN WALLS W/ 4000 PSI CONCRETE

MIX. SEAL WITH WATERPROOF JOINT MATERIAL.

ABANDONED WATER LINE. CUT AND REMOVE WITHIN TUNNEL

EXTENTS. INFILL OPENINGS WITH 4000 PSI CONCRETE MIX. SEAL WITH

WATERPROOF JOINT MATERIAL

02+00 02+79

28 29 30

37 38

Level 1 100' - 0"

SB101

03+00

04+00 05+00 05+50

BEGINNING OF

WATERPROOFING

EXCAVATION

03+55

04+95 05+40

AREA OF TOP SLAB

REPLACEMENT

41 42 43 44

45 46 47 48 49 50 51

52 53 54 55 56 57 58 59 60 61 62 63 64 65

66 67 68 69 70 71 72

06+00

END OF

WATERPROOFING

EXCAVATION

05+80

72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88

07+00

07+79

END OF WORK AT TUNNEL

INTERFACE WITH ABOVE-

GROUND VAULT

89 90 91 92 93 94 95 96 97

99 100 101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

NON-SPRINKLERED

C U s e rs

\l la i\ D o c u m e n ts

\1 .1

.0

T u n n e l M o d e l_ lla i.

rv t /1

/2

:1 :2

P

M

SB301

SECTIONS

RING & DuCHATEAU LLP

17400 W. CAPITOL DRIVE

BROOKFIELD, WI 53045

REPAIR CAMPUS STEAM TUNNEL

AND STRUCTURAL SUPPORTS

MILWAUKEE VAMC

695-17-119

1 SEPTEMBER 2017 MV LL

100% BID SET

MILWAUKEE VAMC

BLDG 112

SCALE: 1/8" = 1'-0"SB301

1 STEAM TUNNEL PROFILE SECTION

M A

T C

H

LI

N E

A -A

M A

T C

H

LI

N E

A -A

M A

T C

H

LI

N E

B -B

M A

T C

H

LI

N E

B -B

NOTES:

1. STEAM PIPES TO REMAIN OPERATIONAL DURING DURATION OF CONSTRUCTION.

CONTRACTOR TO PLACE PROPER SAFEGUARDS IN PLACE TO PROTECT PIPES DURING

CONSTRUCTION AND TO PROMOTE SAFETY OF WORKERS.

2. THIS SHEET TO BE PRINTED IN COLOR FOR FULL CONTEXT.