S02 - Drawings.pdf

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

PROJECT SITE MAP PROJECT LOCATION MAP

PROJECT IMAGE

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G-001

COVER

1 4DGC

UPGRADE POWER BLDG 112

MILWAUKEE VA MEDICAL CENTER

5000 W NATIONAL AVE

MILWAUKEE, WI 53295 MARCH 31, 2022

100% CONSTRUCTION DOCUMENTS

695-20-10420-349

UPGRADE POWER BLDG 112

MILWAUKEE VA MEDICAL CENTER

5000 W NATIONAL AVE

MILWAUKEE, WI 53295

VA PROJECT #: 695-20-104

TM

N N

BLDG 112 BLDG 112

DRAWING LIST

GENERAL

G-001 COVER 1 4

G-100 GENERAL INFORMATION, SYMBOLS & ABBREVIATIONS 2 4

GL101 FIRST FLOOR LIFE SAFETY 3 4

GL102 FIRST FLOOR HAZARDOUS MATERIAL PLAN 4 4

CIVIL

CD101 CIVIL DEMOLITION PLAN 1 3

CS101 CIVIL SITE LAYOUT PLAN 2 3

CS501 CIVIL DETAILS 3 3

STRUCTURAL

S-001 GENERAL NOTES 1 5

S-101 FOUNDATION PLAN 2 5

S-102 SECOND FLOOR FRAMING PLAN 3 5

S-301 FOUNDATION DETAILS 4 5

S-501 FRAMING DETAILS 5 5

ARCHITECTURAL

A-001 ARCHITECTURAL SITE PLAN 1 6

AD101 FIRST FLOOR DEMOLITION PLAN 2 6

A-101 FIRST FLOOR PLAN, DOOR SCHEDULE, AND DOOR & FRAME TYPES 3 6

A-102 SECOND FLOOR/ROOF PLAN AND DETAILS 4 6

A-201 SECTIONS, ELEVATIONS AND DETAILS 5 6

A-601 DOOR SCHEDULE, ELEVATIONS AND DETAILS 6 6

PLUMBING

P-001 PLUMBING GENERAL INFORMATION 1 2

PW101 STORM DRAIN PLAN 2 2

MECHANICAL

M-001 MECHANICAL GENERAL INFORMATION 1 2

M-101 FIRST FLOOR MECHANICAL PLANS, SCHEDULES, AND DETAILS 2 2

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 9

E-002 FIRE ALARM & TECHNOLOGY GENERAL NOTES, SYMBOL LEGEND, AND ABBREVIATIONS 2 9

ED101 FIRST FLOOR DEMOLITION PLAN 3 9

EP101 FIRST FLOOR POWER PLAN 4 9

EL101 FIRST FLOOR LIGHTING PLAN 5 9

E-401 ENLARGED ELECTRICAL PLANS 6 9

E-601 SINGLE LINE DIAGRAM 7 9

E-602 ELECTRICAL PANEL SCHEDULES 8 9

E-603 ELECTRICAL PANEL SCHEDULES 9 9

DocuSign Envelope ID: 95890BE9-97F1-4208-B195-B5EEA54B6B2A

3/31/2022

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

PAGE #

VIEW NORTH ARROW

A8.1

EXTERIOR ELEVATION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

ROOM

NAME

101A

NORTHNORTH

0 4 8 16

ELECTRICAL CABINET

DUPLEX

OUTLET

SWITCH

THERMOSTAT

TELEPHONE

OR DATA

OUTLET

FIRE ALARM

PULL

INTERCOM

STATION

DUPLEX

OUTLET

COMPUTER

TERMINAL

MISC. WALL DEVICES

AFF ABOVE FINISHED FLOOR

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EL ELEVATION

ELEC ELECTRIC(AL)

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

CL

DEMOLITION KEYNOTE

DOOR NUMBER

TYPICAL KEYNOTE CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE DESIGNER AS TO THE LIMITATIONS OF THE WORK AREA IN AN OCCUPIED AREA. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN THE COR AND

CONTRACTOR BEFORE THE START OF THE WORK.

2. DRAWINGS ARE PREPARED USING PRODUCT DIMENSIONS AND DETAILS FROM BASIS OF DESIGN PRODUCT.

PRODUCTS MAY CHANGE IN DIMENSION AND DETAIL BEFORE THEY ARE INCORPORATED INTO

WORK. PRODUCTS FROM OTHER MANUFACTURERS ARE ALSO ACCEPTABLE. DIMENSIONS AND DETAILS FOR ALTERNATE PRODUCTS MAY VARY FROM BASIS OF DESIGN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED INTO WORK, INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS, AND IS RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

3. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR CONVENIENCE, AND IN NO WAY DO THE SEPARATIONS DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE DRAWING SEPARATIONS IN NO WAY SUGGESTS THAT THE WORK IS NOT TO BE CONSTRUCTED AS A COMPLETE, INTEGRATED, AND UNIFIED WHOLE. REFER TO ALL OTHER DISCIPLINE

DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION ON THIS PROJECT.

4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY ENGINEERING DISCIPLINES, ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE COR PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY, OR GREATER QUANTITY, OF WORK.

5. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE

DRAWINGS AND SPECIFICATIONS.

6. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT FOR EACH PHASE. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND

ACTUAL FIELD CONDITIONS, NOTIFY THE COR PRIOR TO PROCEEDING WITH THE WORK.

7. PROVIDE SEALANT AT ALL INTERSECTIONS BETWEEN DIFFERENT MATERIALS.

8. COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.

9. PROVIDE BLOCKING WITHIN PARTITIONS AS REQUIRED FOR MOUNTING OF WALL-MOUNTED ITEMS. PROVIDE SUPPLEMENTAL FRAMING AT WALL OPENINGS INCLUDING KING STUDS, JACK STUDS, AND CRIPPLE STUDS, AS

REQUIRED FOR COMPLETION OF THE WORK.

10. DIMENSIONS SHOWN ARE TO FACE OF STUD FRAMING, FACE OF CONCRETE/MASONRY WALLS, OR FINISHED

FACE OF EXISTING WALL SURFACE.

11. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.

12. BUILDING EXPANSION AND PAD SIZES BASED ON BASIS OF DESIGN EQUIPMENT. GENERAL CONTRACTOR SHALL BE REQUIRED TO SELECT EQUIPMENT THAT FITS PARAMETERS OUTLINED IN THIS DRAWING PACKAGE. SIZE INCREASES OR LAYOUT CHANGES STEMMING FROM SELECTION OF EQUIPMENT THAT DOES NOT ALIGN WITH THE BUILDING DESIGN SET FORTH ARE REQUIRED TO BE DESIGNED AND PAID FOR BY THE GENERAL

CONTRACTOR.

1. KEY NOTES AND DRAWINGS ARE INTENDED TO GRAPHICALLY REPRESENT GENERAL WORK AND DO NOT

PORTRAY FULL SCOPE OF THE PROJECT. SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS.

2. REMOVE EXISTING CONSTRUCTION AS DESIGNATED HEREIN AND CLEAR AREA OF DEBRIS PRIOR TO

PROCEEDING WITH NEW CONSTRUCTION.

3. EXISTING EQUIPMENT REMOVED SHALL BE PROPERLY DISPOSED OF, OFF PROJECT GROUNDS. COORDINATE

WITH COR.

4. AT AREAS INDICATED TO BE PATCHED AND REPAIRED, FOR ADDITION AND RENOVATION PROJECTS: THE CONSTRUCTION AND ASSEMBLY OF THE PATCH OR REPAIR SHALL MATCH THE ASSEMBLY AND INTEGRITY OF THE ADJACENT EXISTING CONSTRUCTION, FOR FIRE RATING, MATERIALS, FINISH, THICKNESS, AND QUALITY.

5. COORDINATE WORKING HOURS ALLOWED FOR DEMOLITION AND WASTE REMOVAL WITH COR.

6. NOTIFY COR OF ANY DEMOLITION REQUIRED AND NOT INDICATED FOR INSTALLATION OF ELECTRICAL OR DATA ITEMS. AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE MATERIALS AND FINISHES TO MATCH

EXISTING.

7. CONTRACTOR SHALL PROTECT AREA ADJACENT TO THE DEMOLITION AND NEW CONSTRUCTION WORK TO PREVENT DAMAGES, (IF DAMAGED REPAIR, RE-PATCH, SAND SMOOTH AND REFINISH TO MATCH EXISTING.)

REPAIR OR REPLACE ITEMS DAMAGED DURING CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST.

8. DO NOT ENCROACH ON ADJACENT OCCUPIED AREAS NOT IDENTIFIED WITHIN THE SCOPE OF WORK.

9. REFER TO THE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION REGARDING DEMOLITION OF ELECTRICAL

SYSTEMS.

10. BEFORE THE START OF WORK, IDENTIFY ANY REQUIRED DEMOLITION BEYOND THE IDENTIFIED PROJECT SCOPE WHETHER ABOVE, BELOW, OR OUTSIDE THE PROJECT AREA. NOTIFY AND COORDINATE WITH THE COR, PROVIDE DEMOLITION OF THESE AREAS AND PATCH THE SAME AS A PART OF THE SCOPE OF THE PROJECT.

11. AFTER REMOVAL OF EXISTING SOLID CONCRETE MASONRY WALL, FILL FLOOR VOIDS UP TO FINISH CONCRETE

LEVEL AND PERFORM FLOOR LEVELING FOR ENTIRE AREA OF RENOVATION.|

12. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY COR AND ARCHITECT OF ANY

CONFLICTS PRIOR TO PROCEEDING WITH DEMOLITION.

13. ALL ITEMS TO BE DEMOLISHED SHALL REMAIN THE PROPERTY OF THE VA FACILITY UNTIL DETERMINE

WHETHER IT IS TO BE SALVAGE FOR REUSES OR DEPOSED OF SITE.

14. CONTRACTOR SHALL NOTIFY COR OF ANY AREA REQUIRING DEMOLITION OTHER THAN SHOWN IN THESE DRAWINGS DUE TO UNFORESEEN CONDITIONS, TO ACCOMMODATE INSTALLATION OF ALL OTHER TRADES (INCLUDING ROOF PENETRATIONS). AFTER SUCH DEMOLITION AND INSTALLATION, PATCH OR REPLACE

MATERIALS AND FINISHES TO MATCH EXISTING.

15. COORDINATE WITH COR FOR CONSTRUCTION ACCESS ROUTE AND LOCATIONS OF DUMPSTER AREA.

COORDINATE WITH COR FOR SCHEDULE OF USE OF ACCESS ROUTE FOR WASTE REMOVAL AND CONTRACTOR

USE OF FREIGHT ELEVATOR (AS REQUIRED).

1. CONSTRUCTION OF THIS PROJECT SHALL OCCUR IN SPECIFIC PHASES IN ORDER TO MAINTAIN NORMAL AND BACKUP POWER AT ALL TIMES. EACH PHASE MAY INCLUDE SUB-PHASES WITH STEPS THAT NEED TO TAKE PLACE IN A SPECIFIC ORDER. REFER TO EACH DISCIPLINE FOR SPECIFIC PHASING NOTES AND

REQUIREMENTS.

2. FOR PHASING REQUIREMENTS SEE "PHASING" ON SHEET E-001.

BUILDING LOCATION: MILWAUKEE, WI

CLIMATE ZONE: 6(A)

REFERENCE CODES:

ASHRAE 90.1 - 2019 EDITION

INTERNATIONAL ENERGY CONSERVATION CODE

BUILDING ENVELOPE REQUIREMENTS:

ROOFS: CODE REQUIRED: DESIGNED:

INSULATION ABOVE DECK R-30ci R-31.8ci (MINIMUM)

WALLS, ABOVE GRADE:

STEEL-FRAMED R-13 + R-12.5ci R-13 + R-12.5ci

WALLS, BELOW GRADE:

BELOW-GRADE WALL NR N/A

SLAB ON GRADE FLOORS:

UNHEATED SLABS R-20 FOR 24" BELOW SLAB R-20 FOR 24" BELOW SLAB

HOLLOW METAL DOORS:

SWINGING DOORS U-0.37 U-0.35

DEFINITIONS

ci = CONTINUOUS INSULATION

NR = NO REQUIREMENT

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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G-100

GENERAL INFORMATION, SYMBOLS &

ABBREVIATIONS

2 4DGC

UPGRADE POWER BLDG 112

MILWAUKEE VA MEDICAL CENTER

5000 W NATIONAL AVE

MILWAUKEE, WI 53295 MARCH 31, 2022

100% CONSTRUCTION DOCUMENTS

695-20-10420-349

TM

GENERAL SYMBOL LEGEND

Scale: 3/8" = 1'-0"

STANDARD MOUNTING HEIGHTS

ABBREVIATIONS

ARCHITECTURAL SYMBOL LEGEND

GENERAL NOTES

DEMOLITION NOTES

PHASING AND CONSTRUCTABILITY NOTES

ENERGY REQUIREMENTS

DN

UP

UP

MAINTENANCE

RM

IT

ELECTRICAL

109EC

GENERATOR

RM

LOCKER

RM

TOILET

OFFICE

LABORATORY

STAFF

LOUNGE

CONTROL

RM

REVERSE

OSMOSIS

AREA

LOADING

DOCK

WEST

BOILER

RM

EAST

BOILER

RM

PUMP

RM

IT

EXIT

EXIT

EXIT

> 1/2 OVERALL DIAGONAL

152'-9"

OVERALL DIAGONAL DIMENSION

180'-5 3/4"

EXIT

B

A

EXIT DISTANCE = 94'

E X

IT

D

IS

T

A N

C E

EXIT DISTANCE = 48'

EXIT DISTANCE = 97'

EXIT DISTANCE = 91'

E X

IT

D

IS

T

A N

C E

CAPACITYCLR

EXTERIOR

EXIT

40" 89

CAPACITYCLR

EXTERIOR

EXIT

40" 89

CAPACITYCLR

EXTERIOR

EXIT

58" 89

CAPACITYCLR

EXTERIOR

EXIT

34" 89

X1

EGRESS PATH

EGRESS PATH TAG

EGRESS PATH TAG - COMMON PATH

EGRESS IDENTIFICATION

HAZARDOUS LOCATION

FIRE EXTINGUISHER BRACKET

FIRE EXTINGUISHER CABINET

XXX

XXX

FEB

FEC

CAPACITYCLR

EXTERIOR

EXIT

XX" ###

EXIT

IDENTIFICATION

EGRESS CLEAR

WIDTH

EGRESS

CAPACITY

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

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GL101

FIRST FLOOR LIFE SAFETY

3 4DGC

UPGRADE POWER BLDG 112

MILWAUKEE VA MEDICAL CENTER

5000 W NATIONAL AVE

MILWAUKEE, WI 53295 MARCH 31, 2022

100% CONSTRUCTION DOCUMENTS

695-20-10420-349

TM

PROPOSED USE:

OWNED BY: PRIVATE

FEDERAL GOVERNMENT

CITY/COUNTY

STATE

CODE ENFORCEMENT JURISDICTION: FEDERAL

COUNTY

APPLICABLE CODES:

GENERAL CODE INFORMATION:

NEW CONSTRUCTION

RENOVATION (EXISTING BUILDING)

CONSTRUCTION TYPE:

MIXED CONSTRUCTION

SPRINKLERED

MEZZANINE

MIXED OCCUPANCY

PRIMARY OCCUPANCY:

SUBCLASSIFICATION OF OCCUPANCY:

PROJECT NAME:

PROJECT ADDRESS:

OWNER OR AGENT:

PLANT BUILDING

TYPE II (000)

INDUSTRIAL

SPECIAL PURPOSE

2021 NFPA 101, LIFE SAFETY CODE

2018 IBC, INTERNATIONAL BUILDING CODE

2018 IMC, INTERNATIONAL MECHANICAL CODE

2020 NFPA 70, (NEC) NATIONAL ELECTRICAL CODE

2018 NFPA 99, HEALTH CARE FACILITIES CODE

ASHRAE 90.1-2019

2015 ABAAG, ARCHITECTURAL BARRIERS ACT

UPGRADE POWER BLDG 112

MILWAUKEE VA MEDICAL CENTER

CODE INFORMATION

NORTH

0 4 8 16

Scale: 1/8" = 1'-0"

FIRST FLOOR LIFE SAFETY PLAN

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

5000 W NATIONAL AVE

MILWAUKEE, WI 53295

EGRESS INFORMATION

GROSS BUILDING AREA

(OUTSIDE FACE WALLS)

GROSS MEASURED AREA

(INTERIOR FACE WALLS)

OCCUPANT LOAD

(NFPA 101 TABLE 7.3.1.2)

EGRESS WIDTH

(NFPA 101 TABLE 7.11.3

& 7.3.3.1)

COMMON PATH OF TRAVEL

(NFPA 101 40.2.5.1)

EXIT ACCESS TRAVEL

(NFPA 101 7.11.1)

DEAD-END CORRIDOR

(NFPA 101 40.2.5.1)

REQUIRED # OF EXITS

(NFPA 101 7.4.1.1)

DISTANCE BETWEEN EXITS

(NFPA 101 7.5.1.3.2)

10,895 SF

10,511 SF

SPECIAL PURPOSE INDUST.

OCC. LOAD NOT APPLICABLE

EXIT DOORS = 33"/(0.4) =

89 OCCUPANTS / DOOR

50'-0" MAXIMUM

300'-0" MAX. ALLOWED

97'-0" ACTUAL MAX.

50'-0" MAXIMUM

MINIMUM 2 EXITS REQUIRED

REQUIRED EXITS GREATER

THAN 1/2 OVERALL DIAG.

AREA ALLOWED = 15,500 PER STORY

EXISTING FIRST FLOOR AREA = 10,808 SF

PROPOSED FIRST FLOOR AREA = 10,895 SF

ALLOWABLE HEIGHT = 55 FT, 2 STORIES

EXISTING HEIGHT = FT (UNCHANGED)

LIFE SAFETY LEGEND

UP

B

A

MAINTENANCE

RM

IT

ELECTRICAL

109EC

GENERATOR

RM

LOCKER

RM

TOILET

OFFICE

LABORATORY

STAFF

LOUNGE

CONTROL

RM

REVERSE

OSMOSIS

AREA

LOADING

DOCK

WEST

BOILER

RM

EAST

BOILER

RM

PUMP

RM

IT

111111

333333

X1

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

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GL102

FIRST FLOOR HAZARDOUS MATERIAL

PLAN

4 4DGC

UPGRADE POWER BLDG 112

MILWAUKEE VA MEDICAL CENTER

5000 W NATIONAL AVE

MILWAUKEE, WI 53295 MARCH 31, 2022

100% CONSTRUCTION DOCUMENTS

695-20-10420-349

TM

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

Scale: 1/8" = 1'-0"

FIRST FLOOR HAZARDOUS MATERIAL PLAN (EXISTING CONDITIONS)

NORTH

0 4 8 16

1. HAZARDOUS MATERIAL LOCATIONS IDENTIFIED IN

PLAN ARE FOR GENERAL LOCATION REFERENCE OF

KNOWN HAZARDOUS MATERIALS ONLY. REFER TO

THE REPORT TITLED, "HAZARDOUS BUILDING

MATERIALS ASSESSMENT REPORT", PREPARED BY

TERRACON, DATED MAY 12, 2021, AND LOCATED IN

APPENDIX E OF THE PROJECT NARRATIVE.

2. THE SCOPE OF WORK OF THIS PROJECT DOES NOT

INCLUDE ABATEMENT OF ALL HAZARDOUS

MATERIALS. HAZARDOUS MATERIALS SHALL BE

PROPERLY HANDLED, REMOVED, AND DISPOSED OF

WHEN THEY ARE ENCOUNTERED AS PART OF THE

BROADER SCOPE OF WORK OF UPGRADES TO THE

ELECTRICAL SYSTEM AND ANCILLARY WORK.

3. CONTRACTOR SHALL STOP WORK AND NOTIFY

CONTRACTING OFFICER REPRESENTATIVE

IMMEDIATELY UPON ENCOUNTERING ANY SUSPECTED

HAZARDOUS MATERIAL THAT ARE NOT INDICATED

IN THE SURVEY REPORT. WORK THAT MAY DISRUPT

THE SUSPECTED HAZARDOUS MATERIAL SHALL NOT

PROCEED UNTIL TESTING, IDENTIFICATION, AND

NECESSARY REMEDIAL ACTION IS TAKEN.

4. DEMOLITION, HANDLING, AND DISPOSAL OF

HAZARDOUS MATERIALS SHALL BE IN COMPLIANCE

WITH ALL APPLICABLE LAWS, CODES, AND DECISIONS

BY THE AUTHORITY HAVING JURISDICTION.

5. ANY CLOTH-ENCASED WIRING ENCOUNTERED

DURING RENOVATION OR DEMOLITION SHALL BE

ASSUMED ASBESTOS CONTAINING MATERIAL.

6. THE IDENTIFIED AND ASSUMED MATERIALS SHALL

BE REMOVED BY A WDHS-LICENSED ABATEMENT

CONTRACTOR PRIOR TO COMMENCEMENT OF

RENOVATION/DEMOLITION ACTIVITIES.

7. CONTRACTOR SHALL COMPLY WITH OSHA LEAD

STANDARD FOR CONSTRUCTION (29 CFR 1926.62).

8. LEAD WASTE SHALL BE EVALUATED FOR HAZARDOUS

CONSTITUENTS PRIOR TO DISPOSAL.

1 ASBESTOS CONTAINING MATERIAL: WINDOW

GLAZING

2 ASBESTOS CONTAINING MATERIAL: CMU WALL

FILLER

3 LEAD BASED PAINT: WINDOWS, INTERIOR AND

EXTERIOR

4 LEAD-BASED PAINT: CEILING BEAMS

(OVERHEAD)

5 LEAD-CONTAINING PAINT: CONCRETE FLOOR

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RIM 650.00

E 640.46 W 640.46

SE 640.46

RIM 639.44

6"E 634.28 6"W 634.28

RIM 651.03

ABANDONED

C H

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RIM 648.38

E 642.4± W 642.5± N 642.9±

FOCFOCFOCFOCFOCFOCFOC

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CONCRETE WALL

CONCRETE

TUNNEL

ACCESS

CONCRETE

CONCRETE

HATCH

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WOOD

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BOLLARDS (TYP.)

SS

SS SS

H

IN

ES

B

LV

D

GENERAL WOLCOTT BLVD

FLOWER DR

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project Number

20-349CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date# Engineers Architects

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.foresitegroup.net

#112

100% CONSTRUCTION DOCUMENTS

1" = 10'

SCALE IN FEET

10 5 10 20

LEGEND

BUILDING/CONCRETE/CURB AND GUTTER TO BE

REMOVED

EXISTING FENCE

EXISTING SANITARY SEWER LINE

EXISTING UNDERGROUND POWER LINE

EXISTING FIBER OPTIC LINE

EXISTING GAS LINE

EXISTING STEAM LINE

EXISTING STORM LINE

LIMITS OF DISTURBANCE

EXISTING CONTOURS

FOC FOC FOC

GAS GAS GAS

ST ST

XXXX

3/

/2

2:

:0

P

M

CD101

ZLRFCM

CIVIL DEMOLITION PLAN

1 3MARCH 31, 2022

UPGRADE POWER BLDG 112 695-20-104

MILWAUKEE VA MEDICAL CENTER

5000 W NATIONAL AVE

MILWAUKEE, WI 53295

DEMOLITION NOTES:

KEY NOTES:

1) ALL NEW WORK SHOWN IN THESE SHEETS SHALL COMPLY WITH

APPLICABLE STATE, FEDERAL, AND LOCAL BUILDING AND UTILITY

INSTALLATION CODES.

2) ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN

ACCORDANCE WITH VA STANDARD SPECIFICATIONS.

3) THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THESE

PLANS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

FIELD VERIFY THE LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS

OF CONSTRUCTION AND TO NOTIFY THE ENGINEER AND COR IN CASE

OF DISCREPANCIES THAT AFFECT THE CONSTRUCTION PROJECT.

4) CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT MAY

OCCUR TO ANY ADJACENT STRUCTURES OR PROPERTY, OR ANY

EXISTING STRUCTURES WITHIN LIMITS OF CONSTRUCTION THAT ARE

DESIGNATED ON THE PLANS TO REMAIN, AND SHALL REPAIR OR

REPLACE SUCH DAMAGED PROPERTY TO THE VA SATISFACTION AT

NO COST TO THE VA.

5) THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS AND

SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT OF THE VA

COR.

6) THE CONTRACTOR SHALL SEQUENCE THE WORK AND PROVIDE

TEMPORARY MEASURES AS NECESSARY TO MAINTAIN ACCESS TO

THE SITE THROUGH ALL ENTRANCES AT ALL TIMES DURING

CONSTRUCTION. TEMPORARY PROVISIONS MAY INCLUDE, BUT ARE

NOT LIMITED TO: BARRICADES, FLASHING LIGHTS, FLAGMAN,

TEMPORARY PAVEMENT, AND DIRECTIONAL SIGNAGE AS NECESSARY

TO ACCOMPLISH THE WORK.

7) CONTRACTOR SHALL CONSIDER COORDINATION ASPECTS OF

CONSTRUCTION EQUIPMENT OPERATIONS DURING DEMOLITION

ACTIVITY.

8) ALL SUBGRADE PREP AND AREAS OF THE SITE TO RECEIVE FILL

SHALL BE COMPLETED IN STRICT CONFORMANCE WITH THE

RECOMMENDATIONS IN THE GEOTECHNICAL REPORT, DATED MARCH

10, 2021 BY TERRACON. THE CONTRACTOR SHALL HAVE THIS REPORT

ON THE JOB SITE FOR REFERENCE AT ALL TIMES. THE CONTRACTOR

SHALL PROVIDE EARTHWORK OPERATIONS AND CONSTRUCTION

PHASE MONITORING TO ENSURE THAT ALL COMPACTION IS

COMPLETED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.

THE CONTRACTOR SHALL PROVIDE TESTING REPORTS TO THE COR

REGARDING COMPACTION TESTING PER THE TESTING PROTOCOL IN

THE GEOTECHNICAL REPORT.

9) THE CONTRACTOR SHALL DISPOSE OF ANY HAZARDOUS

MATERIALS IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL,

STATE, AND FEDERAL LAWS.

10) ALL ITEMS DESIGNATED FOR REMOVAL SHALL BE LEGALLY

DISPOSED OF, OFF SITE.

11) CONTRACTOR TO CONTACT UTILITIES PROTECTION CENTER

PRIOR TO ANY EXCAVATION.

12) CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE VA AND

ALL EXISTING UTILITY PROVIDERS BEFORE REMOVING ANY/ALL

UTILITIES FROM THEIR EXISTING LOCATION ON THE SITE. THE

CONTRACTOR SHALL PERFORM ALL UTILITY DEMOLITION OR

RELOCATION ACTIVITIES IN ACCORDANCE WITH THE EXISTING

UTILITIES SPECIFICATIONS, MATERIALS, AND REQUIREMENTS.

13) EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO

ANY CLEARING OR EARTHWORK OPERATIONS AND SHALL BE

MAINTAINED THROUGHOUT CONSTRUCTION AND UNTIL PERMANENT

GROUND COVER IS ESTABLISHED IN ALL DISTURBED AREAS.

14) THE CONTRACTOR SHALL PROVIDE DUST CONTROL AND SHALL

PROTECT ADJACENT PAVEMENTS FROM SOIL ACCUMULATION

DURING CONSTRUCTION.

15) STORM DRAINAGE STRUCTURES AND CONDUITS SHALL BE

PROTECTED FROM SEDIMENTATION AS REQUIRED BY STATE OR

LOCAL CODES.

1) EXISTING SANITARY SEWER MANHOLE AND ASSOCIATED

LATERALS AND/OR MAINS SHALL BE REMOVED TO OUTSIDE THE

LIMITS OF THE PROPOSED BUILDING FOOTPRINT.

2) EXISTING CONCRETE PAVING, SIDEWALK, AND CURB AND

GUTTER TO BE REMOVED FOR BUILDING 112 EXTENSION.

3) APPROXIMATE LOCATION OF EXISTING UNDERGROUND FUEL

TANK PER VA RECORD DRAWING DATED JULY 17, 1992. FUEL TANK

TO BE PROTECTED DURING CONSTRUCTION. CONTRACTOR SHALL

SURVEY, POTHOLE, AND MARK THE EXACT LOCATION AND LIMITS OF

THE FUEL TANK BEFORE BEGINNING ANY DEMOLITION, EXCAVATION,

OR INSTALLATION OF HELICAL PIERS. CONTRACTOR TO NOTIFY COR

OF ANY DEVIATIONS BETWEEN FUEL TANK LOCATION SHOWN AND

FIELD VERIFIED LOCATION. ANY DISTURBED BACKFILL AROUND FUEL

TANK TO BE REPLACED WITH LIKE MATERIAL.

4) SAW CUT CLEAN JOINT AT CONNECTION OF SIDEWALK TO FUEL

TANK PAD.

5) EXISTING WATER VALVE TO REMAIN AND BE RESET FLUSH WITH

NEW PAVEMENT.

LOD LOD LOD

SS SS SS

UG/E UG/E

KEY PLAN

SITE

W W W

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text X

GA

S

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W W

W W

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W W

W W

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W W

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W W

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ST

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STEAM TUNNEL P

ER P

LA

N

STEAM TUNNEL P

ER P

LA

N

CONCRETE WALL

CONCRETE

TUNNEL

ACCESS

CONCRETE

CONCRETE

HATCH

CONC.

D E

C K

WOOD

STEPS

W A

TE

R

P E

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LA

N

BOLLARDS (TYP.)

BC

651.63

651.43

650.78 BC

650.37

650.43

649.72

650.09650.96

650.72

651.49

H

IN

ES

B

LV

D

GENERAL WOLCOTT BLVD

FLOWER DR

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project Number

20-349CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date# Engineers Architects

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.foresitegroup.net

#112

100% CONSTRUCTION DOCUMENTS

1" = 10'

SCALE IN FEET

10 5 10 20

LEGEND

CONCRETE SIDEWALK PAVING

HEAVY DUTY CONCRETE PAVING

PROPOSED CURB AND GUTTER

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PROPOSED BOTTOM OF CURB ELEVATION

SITE NOTES:

KEY NOTES:

3/

/2

2:

:1

CS101

CIVIL SITE LAYOUT PLAN

2 3MARCH 31, 2022

5000 W NATIONAL AVE

MILWAUKEE, WI 53295

1) CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES

BETWEEN THE EXISTING CONDITIONS IN THE FIELD AND THE SURVEY

SHOWN ON THE PLANS BEFORE PROCEEDING WITH ANY NEW

CONSTRUCTION.

2) CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL AND

VERTICAL ALIGNMENT OF ALL TIES BETWEEN PROPOSED AND

EXISTING PAVEMENTS, CURB AND GUTTER, SIDEWALKS, WALLS, AND

UTILITIES.

3) ALL BUFFERS, TREE SAVE AREAS, AND UNDISTURBED AREAS

SHALL BE CLEARLY IDENTIFIED BY FLAGGING AND/OR FENCING

PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE.

4) NO OUTSIDE STORAGE IS PERMITTED. THIS INCLUDES SUPPLIES,

VEHICLE, EQUIPMENT, PRODUCTS, ETC.

5) ALL EROSION, SEDIMENT CONTROL AND TREE PROTECTION

MEASURES SHALL BE INSTALLED PRIOR TO ANY GRADING.

6) MAXIMUM CUT OR FILL SLOPE=3H:1V

7) ALL SUBGRADE PREP AND AREAS OF THE SITE TO RECEIVE FILL

SHALL BE COMPLETED IN STRICT CONFORMANCE WITH THE

RECOMMENDATIONS IN THE GEOTECHNICAL REPORT, DATED

MARCH 10, 2021 BY TERRACON. THE CONTRACTOR SHALL HAVE THIS

REPORT ON THE JOB SITE FOR REFERENCE AT ALL TIMES. THE

CONTRACTOR SHALL PROVIDE EARTHWORK OPERATIONS AND

CONSTRUCTION PHASE MONITORING TO ENSURE THAT ALL

COMPACTION IS COMPLETED IN ACCORDANCE WITH THE

GEOTECHNICAL REPORT. THE CONTRACTOR SHALL PROVIDE

TESTING REPORTS TO THE COR REGARDING COMPACTION TESTING

PER THE TESTING PROTOCOL IN THE GEOTECHNICAL REPORT.

8) CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION

AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS

DURING CONSTRUCTION FOR PROTECTION OF ADJACENT

ROADWAYS.

1) BUILDING 112 ADDITION. SEE ARCHITECTURAL PLANS FOR

DETAILS.

2) PROVIDE HEAVY DUTY CONCRETE PAVING. SEE DETAIL 3 ON

SHEET C-501

3) PROVIDE SIDEWALK FOR UNDERGROUND STORAGE TANK

ACCESS. SEE DETAIL 2 ON SHEET C-501.

4) PROVIDE VA STANDARD HEADER CURB TO MATCH EXISTING. SEE

DETAIL 1 ON SHEET C-501.

5) PROVIDE CONCRETE SPLASH PAD UNDER NEW DOWNSPOUT. SEE

DETAIL 4 ON SHEET C-501.

6) EXISTING WATER VALVE TO REMAIN AND BE RESET FLUSH WITH

NEW PAVEMENT.

7) APPROXIMATE LOCATION OF EXISTING UNDERGROUND FUEL

TANK PER VA RECORD DRAWING DATED JULY 17, 1992. FUEL TANK TO

BE PROTECTED DURING CONSTRUCTION. CONTRACTOR SHALL

SURVEY, POTHOLE, AND MARK THE EXACT LOCATION AND LIMITS OF

THE FUEL TANK BEFORE BEGINNING ANY DEMOLITION, EXCAVATION,

OR INSTALLATION OF HELICAL PIERS. CONTRACTOR TO NOTIFY COR

OF ANY DEVIATIONS BETWEEN FUEL TANK LOCATION SHOWN AND

FIELD VERIFIED LOCATION. ANY DISTURBED BACKFILL AROUND FUEL

TANK TO BE REPLACED WITH LIKE MATERIAL.

KEY PLAN

SITE

650.78 BC

649.72

649.72

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text M

X

3/

/2

2:

:1

CS501

CIVIL DETAILS

3 3MARCH 31, 2022

5000 W NATIONAL AVE

MILWAUKEE, WI 53295

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project Number

20-349CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date# Engineers Architects

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.foresitegroup.net

#112

100% CONSTRUCTION DOCUMENTS

4,000 PSI COMPRESSIVE STRENGTH CONCRETE

EXISTING SUB-GRADE OR STRUCTURAL FILL SHALL BE

COMPACTED TO 98% STANDARD PROCTOR MAXIMUM DRY

DENSITY (ASTM D698). PROOFROLLING SHALL BE

PERFORMED AND APPROVED BY AN INDEPENDENT

TESTING AGENCY AND SENT TO THE COR FOR

VERIFICATION

12"

6"

6"

PRE-MOLDED FILLER

0.5" R0.125"

(TYP.)

ISOLATION JOINT

JOINT SEALANT IS TO BE FLUSH WITH

PAVING SURFACE.

CONTRACTION JOINT

0.125"

1.50"

R0.125"

(TYP.)

HOT POUR OR LIQUID ASPHALT SEALANT

CONFORMING TO ASTMD6690 OR SILICONE JOINT

SEALANT CONFORMING TO ASTMD5893

FU

LL

D E

P

TH

NOTE:

UNLESS OTHERWISE NOTED ON PLANS, CONTRACTION JOINTS TO BE SAWCUT AT 12'-0" O.C. MAX AND ISOLATION JOINTS TO BE ADJACENT TO CURB AND GUTTER, CHANGE OF DIRECTION, OTHER WALK, UTILITY

APPURTENANCE, COLD JOINTS, OR FACE OF STRUCTURE.

DENSE GRADED AGGREGATE BASE

100% MAXIMUM DRY DENSITY (ASTM D1557)

AutoCAD SHX Text

CONCRETE HEADER

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NTS

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TOP OF CURB

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IMPROVED ROADWAY

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SIDEWALK

AutoCAD SHX Text 4" [102mm]

AutoCAD SHX Text 6" [150mm]

AutoCAD SHX Text STANDARD CONCRETE VERTICAL CURB TERMINAL SECTION PER VA STANDARD DETAIL 32 05 23-17 "CONCRETE VERTICLE CURB AND TERMINAL SECTION"

AutoCAD SHX Text 1/2" [13mm] BITUMINOUS JOINT FILLER

AutoCAD SHX Text C-501

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NTS

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CONCRETE SIDEWALK

AutoCAD SHX Text NOTES: 1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES. 2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' [4572mm] OR AT A SPACING THAT MATCHES THE ADJACENT CURB. 4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. 5. SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB. 6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION. 7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.

AutoCAD SHX Text 1" [25mm] SCORED OR SAWCUT CONTRACTION JOINT.

AutoCAD SHX Text

TOP OF CURB

AutoCAD SHX Text 1/4" [6mm] DEEP SCORED JOINTS

AutoCAD SHX Text 1/4" [6mm] R. (TYP.) FORMED JOINTS ONLY

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CLASS "B" CONCRETE

AutoCAD SHX Text EXPANSION JOINT WITH 1/4" [6mm] BITUMINOUS JOINT FILLER

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1% MIN. 2% MAX.

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1% MIN. 2% MAX.

AutoCAD SHX Text [102mm]

AutoCAD SHX Text 10.5' MAX. [3200mm]

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TYPICAL SECTION

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EXPANSION AND SCORED JOINT DETAIL

AutoCAD SHX Text [5mm]

AutoCAD SHX Text [102mm]

AutoCAD SHX Text [18288mm] EXPANSION JOINT TO EXPANSION JOINT

AutoCAD SHX Text [18288mm] EXPANSION JOINT TO EXPANSION JOINT

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(TYP)

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PLANS

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PLANS

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PLAN

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AutoCAD SHX Text C-501

AutoCAD SHX Text NOTE: 1. CONCRETE CONTRACTION JOINTS SHALL BE LOCATED AT NO LESS THAN 12' ON CENTER. THE JOINTS SHALL EXTEND CONCRETE CONTRACTION JOINTS SHALL BE LOCATED AT NO LESS THAN 12' ON CENTER. THE JOINTS SHALL EXTEND TO A DEPTH 1/4 OF THE SLAB THICKNESS. IF SAW CUTTING THE JOINTS IS TO BE EMPLOYED, THE JOINTS SHOULD BE CUT WHILE THE CONCRETE IS STILL "GREEN" AND AS SOON AFTER PLACEMENT AS THE EQUIPMENT CAN BE MOVED ONTO THE PAVEMENT WITHOUT DISTURBING THE CONCRETE FINISH.

AutoCAD SHX Text

NTS

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HEAVY DUTY CONCRETE PAVING

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AutoCAD SHX Text C-501

AutoCAD SHX Text 35-5/8"

AutoCAD SHX Text 36"

AutoCAD SHX Text 18"

AutoCAD SHX Text 9"

AutoCAD SHX Text 4"

AutoCAD SHX Text 4-1/8"

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CONCRETE SPLASH PAD

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NTS

AutoCAD SHX Text C-501

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SIDEWALK

AutoCAD SHX Text 4"

2-1/4"

BASIC DEVELOPMENT LENGTH AND SPLICE LENGTH

FOR BARS IN COMPRESSION

fy = 60,000 psi f'c = 4,000 psi OR GREATER

BASIC DEVELOPMENT LENGTH SPLICE LENGTH

BASIC CONFINEMENT*

8" 8"

BAR

SIZE BASIC CONFINEMENT*

#3 12" 12"

10" 8" #4 1'-3" 12"

1'-0" 9" #5 1'-7" 1'-3"

1'-3" 11" #6 1'-11" 1'-5"

1'-5" 1'-1" #7 2'-3" 1'-8"

1'-7" 1'-3" #8 2'-6" 1'-11"

1'-10" 1'-5" #9 2'-10" 2'-2"

2'-1" 1'-7" #10 3'-3" 2'-5"

2'-3" 1'-9" #11 3'-7" 2'-8"

BAR ENCLOSED WITHIN SPIRALS OF NOT LESS THAN 1/4 INCH DIAMETER AND NOT

MORE THAN 4 INCH PITCH OR WITHIN #4 TIES IN CONFORMANCE WITH ACI 318.

SECTION 25.7.2 AT NOT MORE THAN 4 INCHES OF CENTER, FACTOR 0.75 USED.

BASIC DEVELOPMENT LENGTH AND SPLICE LENGTH

FOR BARS IN TENSION

BASIC DEVELOPEMTN LENGTH

ld

BASE TOP*

1'-0" 1'-0"

BAR

SIZE

#3

1'-0" 1'-3" #4

1'-3" 1'-7" #5

1'-6" 1'-11" #6

2'-5" 3'-1" #7

3'-0" 3'-11" #8

3'-8" 4'-9" #9

4'-6" 5'-10" #10

5'-5" 7'-0" #11

* TOP REINFORCEMENT IS HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12 INCHES

OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW REINFORCEMENT.

** FOR MATERIALS OR CONDITIONS DIFFERENT FROM THOSE STATED, LENGTHS SHOWN IN CHART

SHALL BE MODIFIED TO CONFORM TO THE PROVISIONS OF ACI 318, SECTION 25.4.2.

BASE TOP*

1'-0" 1'-4"

1'-7" 2'-1"

2'-4" 3'-0"

3'-1" 4'-0"

4'-11" 6'-4"

6'-0" 7'-9"

6'-9" 8'-9"

7'-7" 9'-10"

8'-5" 10'-11"

CLEAR SPACING ≥ 3" CLEAR SPACING < 3"

CLASS B SPLICE LENGTH

1.3 x ld

BASE TOP*

1'-4" 1'-4"

1-4" 1'-8"

1'-8" 2'-1"

2'-0" 2'-6"

3'-2" 4'-1"

3'-11" 5'-2"

4'-10" 6'-3"

5'-11" 7'-7"

7'-1" 9'-2"

BASE TOP*

1'-4" 1'-9"

2'-1" 2'-9"

3'-1" 3'-11"

4'-1" 5'-3"

6'-5" 8'-3"

7'-10" 10-1"

8'-10" 11'-5"

9'-11" 12'-10"

11'-0" 14'-3"

CLEAR SPACING ≥ 3" CLEAR SPACING < 3"

** BASED ON MATERIALS AND CONDITIONS AS FOLLOWS:

fy = 60,000 psi

UNCOATED BARS

CLEAR COVER ≥ 1.5 INCHES

f'c = 4,000 psi OR GREATER

NORMAL WEIGHT CONCRETE

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

MILWAUKEE VA MEDICAL CENTER

5000 W NATIONAL AVE

MILWAUKEE, WI 53295

/1

/2

:2

:0

P

M S

-3

M ilw a u k e e

U p g ra d e

B d e ta c h e d .r v t

S-001

GENERAL NOTES

1 5JC

UPGRADE POWER BLDG 112

MARCH 31, 2022

100% CONSTRUCTION DOCUMENTS

695-20-10420-349

JMW

GENERAL

1. NO PROVISION OF ANY REFERENCED STANDARD SPECIFICATION, MANUAL OR CODE (WHETHER OR NOT SPECIFICALLY INCORPORATED BY REFERENCE IN THE CONTRACT DOCUMENTS) SHALL BE EFFECTIVE TO CHANGE THE DUTIES AND RESPONSIBILITIES OF OWNER, CONTRACTOR, DESIGN PROFESSIONAL, SUPPLIER, OR ANY OF THEIR CONSULTANTS, AGENTS, OR EMPLOYEES FROM THOSE SET FORTH IN THE CONTRACT DOCUMENTS. NOR SHALL IT BE EFFECTIVE TO ASSIGN TO THE DESIGN PROFESSIONAL OF RECORD OR ANY OF THE DESIGN PROFESSIONAL OF RECORD'S CONSULTANTS, AGENTS, OR EMPLOYEES ANY DUTY OR AUTHORITY TO SUPERVISE OR DIRECT THE FURNISHING OR PERFORMANCE OF THE WORK OR ANY DUTY OR AUTHORITY TO UNDERTAKE RESPONSIBILITIES CONTRARY TO THE

PROVISIONS OF THE CONTRACT DOCUMENTS.

2. CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR.

3. REFERENCE TO STANDARD SPECIFICATIONS OF ANY TECHNICAL SOCIETY, ORGANIZATION, OR ASSOCIATION OR TO CODES OF LOCAL OR STATE AUTHORITIES, SHALL MEAN THE LATEST STANDARD, CODE, SPECIFICATION OR TENTATIVE SPECIFICATION ADOPTED AT THE DATE OF

TAKING BIDS, UNLESS SPECIFICALLY STATED OTHERWISE.

4. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR SPECIFICATIONS OF ACI, PCI, AISC, SJI OR OTHER STANDARDS. WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE STRICTEST REQUIREMENT SHALL

GOVERN.

5. MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE.

6. CONTRACTOR SHALL COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS. DESIGN PROFESSIONAL SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. FOR DIMENSIONS NOT SHOWN ON THE

STRUCTURAL DRAWINGS SEE THE ARCHITECTURAL DRAWINGS.

7. CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK. DESIGN PROFESSIONAL

SHALL BE NOTIFIED OF ANY DISCREPANCY.

8. CONTRACTOR SHALL VERIFY THE STRUCTURALLY SUPPORTED MECHANICAL EQUIPMENT WEIGHTS, OPENING SIZES AND LOCATIONS IDENTIFIED ON THE STRUCTURAL DRAWINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.

9. CONTRACTOR SHALL VERIFY THAT MISCELLANEOUS FRAMING SHOWN ON THE STRUCTURAL DRAWINGS FOR MECHANICAL EQUIPMENT, OWNER-FURNISHED ITEMS, PARTITIONS, ETC. IS CONSISTENT WITH THE REQUIREMENTS OF SUCH ITEMS.

10. THE STRUCTURE IS STABLE ONLY IN ITS COMPLETED FORM. TEMPORARY SUPPORTS REQUIRED FOR STABILITY DURING ALL INTERMEDIATE STAGES OF CONSTRUCTION SHALL BE DESIGNED, FURNISHED, AND INSTALLED BY THE CONTRACTOR.

11. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA REGULATIONS.

12. REVIEW OF SUBMITTALS OR SHOP DRAWINGS BY THE DESIGN PROFESSIONAL DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW AND CHECK ALL SUBMITTALS AND SHOP DRAWINGS BEFORE SUBMITTING TO THE DESIGN PROFESSIONAL.

CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS.

13. DETAILS LABELED "TYPICAL" ON THE STRUCTURAL DRAWINGS APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THE TYPICAL DETAILS UNLESS THOSE LOCATIONS ARE SPECIFICALLY DETAILED OTHERWISE.

14. STRUCTURAL DESIGN PROFESSIONAL IS NOT RESPONSIBLE FOR THE DESIGN OF COLD-FORMED METAL FRAMING, OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS. SUCH SYSTEMS SHALL BE DESIGNED, FURNISHED, AND INSTALLED AS REQUIRED BY OTHER

PORTIONS OF THE CONTRACT DOCUMENTS.

FOUNDATION

1. FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT PREPARED BY TERRACON, REPORT NUMBER 58215015 DATED 10 MARCH 2021. DESIGN PROFESSIONAL IS NOT RESPONSIBLE FOR SUBSURFACE CONDITIONS ENCOUNTERED IN THE FIELD

DIFFERENT TO THOSE ASSUMED FOR DESIGN.

2. STRUCTURAL TESTING/INSPECTION AGENCY SHALL CERTIFY THE BEARING MEDIUM.

3. PROOF ROLL BUILDING AREAS WITH TWO COMPLETE COVERAGES OF A LOADED DUMP-TRUCK OR SCRAPER. REPLACE SOFT AREAS WITH

COMPACTED STRUCTURAL FILL AS REQUIRED BY THE SPECIFICATIONS.

4. STRUCTURAL FILL SHALL CONTAIN NO ORGANIC MATERIAL AND BE APPROVED BY A GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.

STRUCTURAL FILL UNDER SLABS AND WITHIN 10'-0" OF THE BUILDING FOOTPRINT SHALL BE PLACED IN LIFTS OF THICKNESS DETERMINED BY THE INDEPENDENT TESTING AGENCY AND COMPACTED TO AT LEAST 95% OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D698. THE TOP 12" SUB-BASE UNDER SLABS ON GRADE SHALL BE COMPACTED TO AT LEAST 98% OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITY. ALL BACKFILL, COMPACTION AND PROOF ROLLING OPERATIONS SHALL BE OBSERVED BY AN

INDEPENDENT TESTING LABORATORY.

5. SLABS-ON-GRADE SHALL BE PLACED ON A 4" GRANULAR BASE, COMPACTED TO 98% OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D698, AND COVERED WITH A 10 MIL CONTINUOUSLY SEALED VAPOR BARRIER. SEE DETAIL 5/S-501. THE BASE FOR SLABS-ON-GRADE SHALL BE INSPECTED BY A GEOTECHNICAL ENGINEER PRIOR TO EACH PLACEMENT OF CONCRETE.

6. FOOTINGS SHALL BE CENTERED ABOUT COLUMN LINES UNLESS NOTED OTHERWISE.

7. ALL FOOTINGS AND TURN DOWN SLAB EDGES SHALL PENETRATE TO A MINIMUM DEPTH OF 2'-6" BELOW FINISHED GRADE.

REINFORCEMENT

1. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE.

2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND HAVE MINIMUM SIDE AND END LAPS OF 8".

3. SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE REINFORCING BAR SIZES AND PLACEMENT. WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT ADEQUATE SECTIONS, ELEVATIONS, AND DETAILS IS NOT ACCEPTABLE.

4. SPLICES SHALL BE CLASS B IN ACCORDANCE WITH ACI 318, UNLESS NOTED OTHERWISE. REINFORCEMENT SHALL BE SPLICED ONLY AT LOCATIONS SHOWN OR NOTED IN THE STRUCTURAL DOCUMENTS, EXCEPT REINFORCEMENT MARKED "CONTINUOUS" CAN BE SPLICED AT LOCATIONS DETERMINED BY CONTRACTOR. SPLICES AT OTHER LOCATIONS SHALL BE APPROVED IN WRITING BY THE DESIGN

PROFESSIONAL.

5. REINFORCING STEEL DESIGNATED CONTINUOUS SHALL BE LAPPED AS FOLLOWS:

• CONCRETE REINFORCEMENT: CLASS B TENSION LAP

6. PLACE REINFORCEMENT AS FOLLOWS, UNLESS NOTED OTHERWISE:

A. CONCRETE REINFORCEMENT COVER

EXPOSED TO EARTH OR WEATHER:

• UNFORMED CAST AGAINST EARTH: 3” CLEAR

• FORMED #5 AND SMALLER: 1-1/2” CLEAR

NOT EXPOSED TO EARTH OR WEATHER:

• SLABS: 3/4" CLEAR

7. ADHESIVE FOR REINFORCING DOWELS IN EXISTING CONCRETE SHALL CONFORM TO ASTM C881-02, TYPE IV, GRADE 3, CLASS A, B, & C EXCEPT GEL TIMES AND EPOXY CONTENT. ADHESIVE SHALL CONSIST OF A TWO COMPONENT ADHESIVE SYSTEM CONTAINED IN SIDE BY SIDE PACKAGING CONNECTEED TO A MIXING NOZZLE WHICH THOROUGHLY MIXES THE COMPONENTS AS IT IS INJECTED INTO THE HOLE.

ADHESIVE SHALL HAVE PASSED ICC EVALUATION SERVICES, INC ACCEPTANCE CRITERIA 308 FOR LONG TERM CREEP AND BE SPECIFICALLY APPROVED FOR USE IN CRACKED CONCRETE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM

EMBEDMENT LENGTH SHALL BE 12 BAR DIAMETERS, UNLESS NOTED OTHERWISE.

8. ALL DOWELS AND TERMINATING BARS SHALL HAVE A STANDARD 90 DEGREE HOOK.

9. ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUS THROUGH CONTROL AND/OR CONSTRUCTION JOINTS AND AROUND CORNERS.

CAST-IN-PLACE CONCRETE

1. CONCRETE WORK SHALL CONFORM TO ACI 318 AND CRSI STANDARDS.

2. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM SPECIFIED 28-DAY COMPRESSIVE STRENGTH:

A. NORMAL WEIGHT STRUCTURAL CONCRETE:

• FOOTINGS: 3000 PSI

• SLABS-ON-GRADE: 4000 PSI

3. PIPES OR DUCTS SHALL NOT EXCEED ONE-THIRD THE SLAB OR WALL THICKNESS INCLUDING CROSSING UNLESS SPECIFICALLY DETAILED IN THE STRUCTURAL DOCUMENTS. ALL PIPES AND DUCTS SHALL BE PLACED IN THE MIDDLE THIRD OF THE SLAB OR WALL THICKNESS UNLESS SPECIFICALLY DETAILED OTHERWISE IN THE STRUCTURAL DOCUMENTS. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATION OF

SLEEVES, ACCESSORIES, ETC.

4. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS OR GROUNDS REQUIRED TO BE ENCASED IN CONCRETE

AND FOR LOCATION OF FLOOR FINISHES AND SLAB DEPRESSIONS.

5. CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED BY THE DESIGN PROFESSIONAL. NO HORIZONTAL CONSTRUCTION JOINTS ARE

PERMITTED EXCEPT THOSE SHOWN ON THE STRUCTURAL DRAWINGS.

6. DEFECTIVE AREAS IN CONCRETE INCLUDING, BUT NOT LIMITED TO, HONEY-COMBING, SPALLS, AND CRACKS WITH WIDTHS EXCEEDING 0.016 INCH SHALL BE REPAIRED. EXTENT OF DEFECTIVE AREA TO BE DETERMINED BY THE DESIGN PROFESSIONAL.

STRUCTURAL STEEL

1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A992, UNLESS NOTED OTHERWISE.

• STRUCTURAL CHANNELS, MISCELLANEOUS PLATES AND CONNECTION MATERIAL SHALL CONFORM TO ASTM A36, UNLESS NOTED

OTHERWISE.

2. BOLTS AND ANCHORS:

A. BOLTED CONNECTIONS SHALL BE TYPE N (BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE) WITH MINIMUM 3/4" DIAMETER

(UNO) A325 BOLTS. SUBMIT PROPOSED BOLT TIGHTENING PROCEDURE FOR REVIEW.

B. ANCHOR BOLTS SHALL BE HEADED BOLTS CONFORMING TO ASTM F1554 AND SHALL BE HEADED RODS OR THREADED RODS WITH HEAVY HEXAGONAL NUT WELDED TO THE BOTTOM OF THE THREADED ROD, GRADE A36, UNLESS NOTED OTHERWISE.

C. EXPANSION ANCHORS SHALL HAVE BEEN EVALUATED BY THE ICC EVALUATION SERVICES, INC (ICC-ES) WITH A PUBLISHED EVALUATION REPORT. ANCHORS SHALL BE EVALUATED BY ICC-ES ACCEPTANCE CRITERIA 193 AND BE SPECIFICALLY APPROVED FOR USE IN CRACKED CONCRETE. CONTACT DESIGN PROFESSIONAL FOR DETERMINATION OF CRACKED OR UNCRACKED CONCRETE CONDITION UNLESS CONDITION IS NOTED ON THE DRAWINGS. ALL ANCHORS SHALL BE APPROVED FOR RESISTING WIND AND SEISMIC LOADS.

INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE EQUAL TO 4.5 TIMES THE

ANCHOR DIAMETER, UNLESS NOTED OTHERWISE.

D. ADHESIVE ANCHORS SHALL CONSIST OF AN ALL-THREAD STEEL ANCHOR WITH ADHESIVE CONFORMING TO ASTM C881-02, TYPE IV, GRADE 3, CLASS A, B, & C EXCEPT GEL TIMES AND EPOXY CONTENT. ADHESIVE SHALL CONSIST OF A TWO COMPONENT ADHESIVE SYSTEM CONTAINED IN SIDE BY SIDE PACKAGING CONNECTED TO A MIXING NOZZLE WHICH THOROUGHLY MIXES THE COMPONENTS AS IT IS INJECTED INTO THE HOLE. ADHESIVE SHALL HAVE PASSED ICC EVALUATION SERVICES, INC ACCEPTANCE CRITERIA 308 FOR LONG TERM CREEP AND BE SPECIFICALLY APPROVED FOR USE IN CRACKED CONCRETE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE EQUAL TO 4.5 TIMES THE ANCHOR DIAMETER, UNLESS NOTED

OTHERWISE.

3. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO BOTH THE AISC “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS” AND THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES".

4. SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE STRUCTURAL ELEMENTS AND CONNECTIONS SHOWN IN THE CONTRACT DOCUMENTS. CONNECTIONS SHALL BE DETAILED BASED ON THE DESIGN INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS.

CONNECTIONS SHALL BE DESIGNED FOR THE SERVICE LOAD REACTION VALUES SHOWN ON THE STRUCTURAL DRAWINGS. FOR STEEL MEMBERS WHOSE REACTIONS ARE NOT SHOWN, THE DESIGN REACTION SHALL BE OBTAINED FROM THE TABLES ENTITLED "MAXIMUM TOTAL UNIFORM LOAD" IN PART 3 OF THE AISC "MANUAL OF STEEL CONSTRUCTION", FOURTEENTH (14TH) EDITION. THE DESIGN REACTION IS EQUAL TO HALF THE TABULATED VALUE FOR NONCOMPOSITE BEAMS. DEVIATION FROM THE CONNECTION DETAILS DEPICTED IN THE CONTRACT DOCUMENTS SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE DESIGN PROFESSIONAL. REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE FULL RESPONSIBILITY FOR THE DESIGN AND ADEQUACY OF SUCH CONNECTIONS. DESIGN PROFESSIONAL SHALL BE COMPENSATED BY THE CONTRACTOR FOR THE COST INVOLVED IN THE REDESIGN OF CONNECTIONS FOR THE

CONVENIENCE OF THE CONTRACTOR. SINGLE ANGLE CONNECTIONS ARE NOT ACCEPTABLE.

5. USE PRE-QUALIFIED WELDED JOINTS IN ACCORDANCE WITH AISC AND THE STRUCTURAL WELDING CODE OF THE AMERICAN WELDING

SOCIETY. "NON-PRE-QUALIFIED JOINTS" SHALL BE QUALIFIED PRIOR…