Attachment 3 - Drawing.pdf

COST ESTIMATE

MECHANICAL

ELECTRICAL

ARCHITECT

NAGEL Architects + Engineers 13100 watertown plank road, suite 200 Elm Grove, WI 53122 Phone: 262.641.0746

FAX: 888.600.6207

Contact: Kenneth Shane E-mail: ken.shane@nagel.us

DESIGNER LIST AND STAMPS___________________

IMEG Corp.

1600 Baltimore, suite 300 Kansas City, MO 64108 Phone: 314.282.8127 Contact: Kate Dennis E-mail: Kate.M.Dennis@imegcorp.com

IMEG

1600 Baltimore, suite 300 Kansas City, MO 64108 Phone: 816.842.8437 Contact: Phyllip DeLoach E-mail: Phyllip.DeLoach@imegcorp.com

OCMI

6110 Executive Blvd, suite 200 Rockville, MD 20852 Phone: 785.393.7009 Contact: Sai Bypanemi E-mail: sbypaneni@ocmi.com

ABATEMENT

The Reese Group 310 E Buffalo St. #106 Milwaukee, WI 53202 Phone: 414-719-1477 Contact: Tina Reese E-mail: treese@the-reese-group.com

STRUCTURAL

Calibre-Engineering 9090 S. Ridgeline Blvd, Suite 105 Highlands Ranch, CO 80129 Phone: 303-730-0434 Contact: Ed Sabia E-mail: esabia@calibre-engineering.com

BLDG 42

BLDG 71 BLDG 88/89

BLDG 122

BLDG 90-A

DWIGHT D. EISENHOWER VAMC

4101 4TH STREET TRAFFICWAY

LEAVENWORTH, KS, 66048

CONTACT:

Trevor Huhn, COR Trevor.Huhn@va.gov 913-682-2000 x2281

MUNCIE RD

S

T H

S T

SHEET # SHEET NAME

08 - INTERIORS - I

I201 INTERIOR ELEVATIONS

I202 INTERIOR ELEVATIONS

09 - EQUIPMENT - Q

Q100 PARTIAL BASEMENT FLOOR PLANS, EQUIPMENT, BLDG 71

Q102 PARTIAL SECOND FLOOR PLANS, EQUIPMENT, BLDG 88/89

Q103 SECOND FLOOR PLANS, EQUIPMENT, BLDG 42 & 122

10 - FIRE PROTECTION - F

FP000 FIRE PROTECTION COVER SHEET

FP100 PARTIAlL BASEMENT PLANS - FIRE PROTECTION - BLDG 71

FP102 PARTIAL SECOND FLOOR PLANS - FIRE PROTECTION - BLDG 88/99

FP103 EXTERIOR VESTIBULE PLANS - FIRE PROTECTION - BLDG 90-A

FP300 FIRE PROTECTION DETAILS

13 - MECHANICAL - M

M000 MECHANICAL COVER SHEET

M001 PARTIAL SUB-BASEMENT FLOOR PLANS - MECHANICAL - BLDG 71

M100 PARTIAL BASEMENT FLOOR PLANS - MECHANICAL - BLDG 71

M102 PARTIAL SECOND FLOOR PLANS - MECHANICAL - BLDG 88/89

M103 EXTERIOR VESTIBULE PLANS - MECHANICAL - BLDG 90-A

M300 MECHANICAL DETAILS

M400 MECHANICAL DIAGRAMS

M500 MECHANICAL SCHEDULES

14 - ELECTRICAL - E

E000 ELECTRICAL COVER SHEET

E100 PARTIAL BASEMENT FLOOR PLANS - ELECTRICAL - BLDG 71

E101 PARTIAL BASEMENT FLOOR PLANS - ELECTRICAL - BLDG 71

E102 PARTIAL SECOND FLOOR PLANS - ELECTRICAL - BLDG 88/89

E103 PARTIAL SECOND FLOOR PLANS - ELECTRICAL - BLDG 88/89

E104 PARTIAL SECOND FLOOR PLANS - ELECTRICAL - BLDG 42 & 122

E105 EXTERIOR VESTIBULE PLANS - ELECTRICAL - BLDG 90-A

E300 ELECTRICAL SCHEDULES & DETAILS

15 - TECHNOLOGY - T

T000 TECHNOLOGY COVER SHEET

T100 PARTIAL BLDG 71 BASEMENT PLANS - TECHNOLOGY

T101 PARTIAL BLDG 88/89 SECOND FLOOR PLANS - TECHNOLOGY

T102 PARTIAL BLDG 42/122 SECOND FLOOR PLANS - TECHNOLOGY

T300 TECHNOLOGY DETAILS. DIAGRAMS AND SCHEDULES

SHEET # SHEET NAME

00 - GENERAL - G

G001 COVER SHEET

G002 ARCHITECTURAL ABBREVIATIONS AND SYMBOLS

G003 BUILDING CODE REVIEW & INFECTION CONTROL (ICRA)

01 - ABATEMENT - H

H100 BASEMENT FLOOR PLAN, HAZARDOUS MATERIALS, BLDG 71

H102 SECOND FLOOR PLAN, HAZARDOUS MATERIALS, BLDG 88/89

02 - STRUCTURAL - S

S001 GENERAL NOTES

S002 GENERAL NOTES

S003 SPECIAL INSPECTIONS

S104 PLAN AND DETAILS

S200 FOUNDATION DETAILS

S500 STEEL DETAILS

07 - ARCHITECTURAL - A

AD100 PARTIAL BASEMENT FLOOR PLANS, DEMOLITION, BLDG 71

AD102 PARTIAL SECOND FLOOR PLANS, DEMOLITION, BLDG 88/89

A001 PARTIAL SUB-BASEMENT FLOOR PLANS, ARCHITECTURAL, BLDG 71

A100 PARTIAL BASEMENT FLOOR PLANS, ARCHITECTURAL BLDG 71

A102 PARTIAL SECOND FLOOR PLANS, ARCHITECTURAL, BLDG 88/89

A103 SECOND FLOOR PLANS, ARCHITECTURAL, BLDG 42 & 122

A105 EXTERIOR VESTIBULE PLANS, ELEVATIONS, BLDG 90-A

A301 EXTERIOR VESTIBULE SECTION 1

A302 EXTERIOR VESTIBULE SECTION 2

A501 DETAILS

A601 SCHEDULES & DETAILS

13100 watertown plank road suite 200 elm grove, wi 53122

DEPARTMENT OF VETERANS AFFAIRS

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

NAGEL A+E PROJECT NUMBER:VA PROJECT NUMBER:

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Consultant:

Nagel Architects + Engineers project number:

Project NumberProject TitleDrawing Title Phase

C :\U se rs

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P

M

EHRM TRAINING AND ADMINISTRATION SPACE SUPPORT

4101 4TH STEET TRAFFICWAY

LEAVENWORTH, KS, 66048

21015589A6-21-702

G001

COVER SHEET

NAME

ADDRESS

CITY, STATE ZIP

POC

EHRM TRAINING AND

ADMINISTRATION SPACE

SUPPORT

4101 4TH ST TRAFFICWAY, LEAVENWORTH, KS

589A6-21-702

42, 71, 88/89, 122

12/17/2021 KS AR, RB

FULLY SPRINKLERED

21015

BID DOCUMENTS

SHEET INDEX________________________________________________________________________________

PROJECT SITE MAP____________________________________________________________PROJECT LOCATION MAP______________STATION INFORMATION

PERSPECTIVES__________________________________

N O

R T

H

BLDG 71BLDG 88/89

Revisions: Date:

SCHEMATIC DESIGN 35% SUBMITTAL 8/7/2021

DESIGN DEVELOPMENT 65% SUBMITTAL 9/10/2021

CONSTRUCTION DOCUMENTS 95% SUBMITTAL 10/8/2021

CONSTRUCTION DOCUMENTS 100% SUBMITTAL 10/28/2021

BID DOCUMENTS SUBMITTAL 12/17/2021

ryanb Calibre -stamp ryanb

IMEG STAMP

ryanb

IMEG STAMP

NORTH ARROW

ELEVATION REFERENCE

SYMBOL

ELEVATION REFERENCE

SYMBOL

SECTION REFERENCE

SYMBOL

ENLARGED AREA

REFERENCE SYMBOL

DOOR TAG

REVISION TAG

WINDOW TAG

ROOM TAG

COLUMN REFERENCE

SYMBOL

Name Elevation

A101

A101

SIM

A101

SIM

NORTH

PARTITION TAG

A36C G11C

ARCHITECTURAL SYMBOLS LEGEND___

ROOM NAME

111A

EQUIPMENT TAGX####

A101

SIM DETAIL REFERENCE

SYMBOL

AD101.1 MATCH LINE

AREA NOT IN CONTRACT

A ALIGN FINISH SURFACES FLUSH

WALL TAG1iEX1

FINISH WOOD

CONCRETE MASONRY UNIT (CMU)

CONCRETE, CAST-IN-PLACE

CONCRETE, PRE-CAST

FILL - PER NOTE

INTERMITTENT BLOCKING

CONT. ROUGH FRAMING

STEEL

EARTH

RIGID INSULATION

BATT INSULATION

GYPSUM BOARD

GLASS

LARGE SCALE

SECTIONS

BRICK

PLYWOOD

MATERIAL

ARCHITECTURAL MATERIAL LEGEND__

EARTH, COMPACT

ALUMINUM

FILL, POROUS

13100 watertown plank road suite 200 elm grove, wi 53122

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Nagel Architects + Engineers project number:

C :\U se rs

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H R

M _R ya n.

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2:

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P

M

G002

ARCHITECTURAL ABBREVIATIONS

AND SYMBOLSNAME

ADDRESS

CITY, STATE ZIP

POC

EHRM TRAINING AND

ADMINISTRATION SPACE

SUPPORT

4101 4TH ST TRAFFICWAY, LEAVENWORTH, KS

589A6-21-702

42, 71, 88/89, 122

12/17/2021 KS AR, RB

BID DOCUMENTS

FULLY SPRINKLERED

21015

SYS SYSTEM

T

T&G TONGUE & GROOVE

T/O(T.O.) TOP OF

TB TOWEL BAR

TC TERRA COTTA

TEL TELEPHONE

TEMP TEMPORARY

THK THICKNESS

THR THRESHOLD

THRU THROUGH

TOL TOLERANCE

TOT TOTAL

TOW(T.O.W.) TOP OF WALL

TPD TOILET PAPER DISPENSER

TR TREAD

TRM TRANSOM

TV TELEVISION

TYP TYPICAL

TZ TERRAZZO

U

UC UNDERCUT

UNFIN UNFINISHED

UNO(U.N.O) UNLESS NOTED OTHERWISE

UR URINAL

UTIL UTILITY

V

VA VETERAN'S AFFAIRS, DEPARTMENT OF

VAR VARNISH

VCT VINYL COMPOSITION TILE

VEH VEHICLE

VERT VERTICAL

VF VINYL FABRIC

VG VERTICAL GRAIN

VIN VINYL

VJ V-JOINT(ED)

VNR VENEER

VT VINYL TILE

W

W WEST

W WIDTH, WIDE

W/ WITH

W/D WASHER & DRYER

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WDW WINDOW

WG WIRED GLASS

WH WALL HUNG

WHS WHEEL STOP

WI WROUGHT IRON

WM WIRE MESH

WP WATER PROOFING

WPT WORKING POINT

WR WATER REPELLANT

WSCT WAINSCOT

WT WEIGHT

WTW WALL-TO-WALL

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

PWD PLYWOOD

Q

QRT QUARRY TILE

QT QUARTZ TILE

QTY QUANTITY

R

RA RETURN AIR

RAD RADIUS

RB RUBBER BASE

RBT RABBET, REBATE

RBT RUBBER TILE

RC RESILIENT CHANNEL

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE REINFORCE(D)(ING)

REF REFERENCE

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCED

REM REMOVE

REQ'D REQUIRED

RESIL RESILIENT

REV REVISION

RFG ROOFING

RFH ROOF HATCH

RFL REFLECT(ED)(IVE)(OR)

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RS RISER

RT RETURN

RWC RAINWATER CONDUCTOR

S

S SOUTH

SC SOLID CORE

SCHED SCHEDULE

SCN SCREEN

SD STORM DRAIN

SEC SECTION

SF SQUARE FEET

SFG SAFETY GLASS

SH SHELF, SHELVING

SHR SHEER

SHT SHEET

SHTG SHEATHING

SHV SHELVES

SI SQUARE INCHES

SIM SIMILAR

SL SLEEVE

SNT SEALANT

SP STANDPIPE

SP SOUNDPROOF

SPEC SPECIFICATION

SPK SPEAKER

SPKLR SPRINKLER

SPL SPECIAL

SQ SQUARE

SS STAINLESS STEEL

SSEW SANITARY SEWER

STA STATION

STC SOUND TRANSMISSION CLAS

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUS SUSPENDED

SUSP SUSPENSION

SYM SYMMETRICAL, SYMMETRY

SYN SYNTHETIC

LW LIGHTWEIGHT

M

M.O. MASONRY OPENING

M.R. MOISTURE RESISTANT

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MBR MEMBER

MC MEDICINE CABINET

MECH MECHANIC(AL)

MED MEDIUM

MEMB MEMBRANE

MET METAL

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINUTE, MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MLD MO(U)LDING

MOD MODULAR

MOV MOVABLE

MT MOUNT(ED)(ING)

MULL MULLION

MWK MILLWORK

N

N NORTH

N/A NOT APPLICABLE

NAT NATURAL

NI NICKEL

NIC NOT IN CONTRACT

NO. NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NTS NOT TO SCALE

O

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OPNG OPENING

OPP OPPOSITE

OPPHD OPPOSITE HAND

OVHD OVERHEAD

OWJ OPEN-WEB JOIST

P

PAR PARALLEL

PB PANIC BAR

PBD PARTICLE BOARD

PCF POUNDS PER CUBIC FOOT

PED PEDESTAL

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PFN PREFINISHED

PG PLATE GLASS

PKG PARKING

PL PROPERTY LINE

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLF POUNDS PER LINEAR FOOT

PNL PANEL

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATED

PRELIM PRELIMINARY

PRF PREFORMED

PROJ PROJECT

PRT PROPERTY

PSC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PTC POST-TENSIONED CONCRETE

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

FUT FUTURE

G

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACT(OR)

GCMU GLAZED CONC. MASONRY UNITS

GEN GENERAL

GF GROUND FACE

GKT GASKET(ED)

GL GLASS

GLU LAM GLUE LAMINATED

GOVT GOVERNMENT

GP GALVANIZED PIPE

GPL GYPSUM LATH

GPPL GYPSUM PLASTER

GPT GYPSUM TILE

GRN GRANITE

GS(S) GALVANIZED STEEL (SHEET)

GST GLAZED STRUCTURAL TILE

GT GROUT

GWB GYPSUM WALL BOARD

GYP GYPSUM

H

HB HOSE BIBB

HBD HARDBOARD

HC HANDICAPPED

HDR HEADER

HDWD HARDWOOD

HDWR HARDWARE

HGT HEIGHT

HJT HEAD JOINT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HTG HEATING

HTR HEATER

HVAC HEAT, VENTILATION, & AIR CONDITIONING

HWH HOT WATER HEATER

I

ID INSIDE DIAMETER

IN INCH

INC INCLUDING

INFECTION

CONTROL RISK

ASSESSMENT

ICRA

INSUL INSULATE(D)(ION)

INT INTERIOR

INV INVERT

J

JC JANITOR'S CLOSET

JOINT JT

K

KIT KITCHEN

KO KNOCKOUT

KP KICK PLATE

L

LAB LABORATORY

LAD LADDER

LAV LAVATORY

LB POUND

LB LAG BOLT

LBL LABEL

LH LEFT HAND

LL LIVE LOAD

LMS LIMESTONE

LP LIGHT PROOF

LPT LOW POINT

LT LIGHT

LTG LIGHTING

LTL LINTEL

LVR LOUVER

D

D DRAIN

DA DOUBLE ACTING

DEG DEGREE

DEMO DEMOLISH, DEMOLITION

DEP DEPRESSED

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DIA DIAMETER

DIM DIMENSION

DL DEAD LOAD

DMT DEMOUNTABLE

DN DOWN

DP DAMP PROOFING

DPR DAMPER

DR DOOR

DRW DRYWALL

DS DOWNSPOUT

DT DRAIN TILE

DTL DETAIL

DW DUMBWAITER

DWG DRAWING

DWH DOMESTIC WATER HEATER

DWR DRAWER

E

E EAST

EA. EACH

EF EXHAUST FAN

EIFS EXTERIOR INSULATION & FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSE

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

ESC ESCALATOR

ESMT EASEMENT

EST ESTIMATE

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F

F/O FACE OF

FAS FASTEN(ER)

FBD FIBERBOARD

FBO FURNISHED BY OTHERS

FD FLOOR DRAIN

FDN FIRE DEPARTMENT

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FACTORY FINISH

FG FIBERGLASS

FIN FINISH(ED)

FL FLUSH

FLR FLOOR

FN FENCE

FOB FACE OF BRICK

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FPL FIREPLACE

FR FRAME(D)(ING)

FRA FRESH AIR

FRC FIRE-RESISTANT COATING

FRT FIRE-RETARDANT

FS FULL SIZE

FT FOOT

FTG FOOTING

FUR FURRED(ING)

FURN FURNITURE

A

A/C AIR CONDITIONING

AB ANCHOR BOLT

ABV ABOVE

AC ACOUSTICAL

ACC ACCESS

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADDL ADDITIONAL

ADH ADHESIVE

ADJ ADJUSTABLE, ADJACENT

AFF(A.F.F.) ABOVE FINISH FLOOR

AGG AGGREGATE

ALT ALTERNATE

ANC ANCHOR, ANCHORAGE

ANOD ANODIZED

AP ACCESS PANEL

APX APPROXIMATE

ARCH ARCHITECT(URAL)

ASB ASBESTOS

ASC ABOVE SUSPENDED CEILING

AUTO AUTOMATIC

B

B/O(B.O.) BOTTOM OF

BD BOARD

BELOW BEL

BET BETWEEN

BITUM BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BRK BRICK

BS BOTH SIDES

BSMT BASEMENT

BUR BUILT-UP ROOFING

BVL BEVELED

BW BOTH WAYS

C

C-C CENTER TO CENTER

CAB CABINET

CALC CALCULATION

CB CATCH BASIN

CEM CEMENT

CFL COUNTER FLASH(ING)

CFT CUBIC FOOT

CHAM CHAMFER

CI CAST IRON

CIP CAST-IN-PLACE CONCRETE

CIR CIRCLE

CIRC CIRCUMFERENCE

CJ CONTROL JOINT

CK CAULK(ING)

CL CENTER LINE

CLG CEILING

CLR CLEAR

CLS CLOSURE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMB COMBINATION

COMPO COMPOSITION

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACT

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CORR CORRIDOR

CPT CARPET

CRS COURSE(S)

CS COUNTERSINK

CSMT CASEMENT

CST CAST STONE

CT CERAMIC TILE

CYD CUBIC YARD

ARCHITECTURAL ABBREVIATIONS____________________________________________________________________________________________________________________________

Revisions: Date:

SCHEMATIC DESIGN 35% SUBMITTAL 8/7/2021

DESIGN DEVELOPMENT 65% SUBMITTAL 9/10/2021

CONSTRUCTION DOCUMENTS 95% SUBMITTAL 10/8/2021

CONSTRUCTION DOCUMENTS 100% SUBMITTAL 10/28/2021

BID DOCUMENTS SUBMITTAL 12/17/2021

281 SF

ANTE-CONFERENCE

ROOM

MEDICAL

MEDIA OI&T

25B

BATHROOM

CONFERENCE

ROOM

25A

PATH A

MAX OCCUPANCY 49 PER

IBC 2015 & 44 PER NFPA

CONFERENCE

DIR.

B222

NOTES - INFECTION CONTROL

1. THE INTENT OF INFECTION CONTROL ISOLATION IS TO PROTECT

PATIENTS IN THE HOSPITAL WHICH HAVE LOW IMMUNE LEVELS.

THEREFORE, CONSTRUCTION OPERATIONS NEED TO BE

DIRECTED TO CONTAIN DUST AND PARTICULATE MATTER TO THE

CONSTRUCTION AREA. CONSTRUCTION AREA PERIMETER SHALL

BE SEALED COMPLETELY WITH MIN 4 MIL POLY AND DUCT TAPE

DURING CLASS II, III, OR IV OPERATIONS.

2. PROVIDE TRIATEK ISOLATION MONITORS OR VA APPROVED

EQUAL DURING CLASS III OR CLASS IV CONSTRUCTION

OPERATIONS. EACH AREA TO BE UNDER NEGATIVE PRESSURE

(0.02"WC) DURING THESE OPERATIONS. MONITOR TO MEASURE

PRESSURE DIFFERENTIAL BETWEEN CONSTRUCTION AREA AND

ADJACENT CORRIDOR OR ROOM AS DIRECTED BY VA.

3. AS CONSTRUCTION PROGRESSES, FROM TYPE D TO TYPE C AND

THEREON, PROVIDE A REQUEST VIA "INFECTION CONTROL

CONSTRUCTION PERMIT" TO THE VA INFECTION CONTROL NURSE.

UPON AUTHORIZATION, PROCEED TO NEXT TYPE OF

CONSTRUCTION. PROVIDE AT LEAST 10 DAYS NOTICE FOR EACH

PERMIT.

4. WHERE BARRIER SEPARATES CONSTRUCTION FROM OCCUPIED

SPACE, CONSTRUCT IC (INFECTION CONTROL) CONSTRUCTION

BARRIER FROM FLOOR THRU SUSPENDED CEILINGS TO

DECK/FLOOR ABOVE. ALL IC BARRIERS TO BE CONSTRUCTED AS 1

HOUR FIRE AND SMOKE RATED BARRIERS. EXCEPTION - AT

EXISTING 1 HOUR RATED LATH AND PLASTER CEILINGS

CONSTRUCT IC BARRIER FROM FLOOR TO CEILING ABOVE. SEE

BARRIER DETAILS THIS SHEET.

5. CONTRACTOR SHALL PROVIDE NEW ACCESS DOORS AND

PROXIMITY CARD READERS AT ALL IC BARRIERS. IC BARRIERS

SHALL BE INSTALLED AND REMOVED ONLY OUTSIDE OF NORMAL

HOURS OF OPERATION FOR ADJACENT AREAS.

6. WHEN REQUIRED BY IC CONSTRUCTION CLASS, PROVIDE

BALANCING DAMPERS IN THE MAIN SUPPLY AND EXHAUST DUCT

WORK SERVING CONSTRUCTION ZONE. TEMPORARILY BALANCE

AIR FLOW TO PROVIDE NEGATIVE AIR FLOW IN CONSTRUCTION

ZONE AT ALL TIMES AS INDICATED BELOW. DAMPERS TO REMAIN

IN DUCT AFTER CONSTRUCTION IS COMPLETE AND IS TO BE

SECURED IN FINAL BALANCING POSITION PRIOR TO TURNING

SYSTEM OVER FOR OCCUPANCY.

7. THE CONTRACTOR SHALL PROVIDE ENOUGH NEGATIVE AIR

MACHINES TO COMPLETELY EXCHANGE THE REGULATED AREA

AIR VOLUME (4) FOUR ACTUAL TIMES PER HOUR. THE

COMPETENT PERSON SHALL DETERMINE THE NUMBER OF UNITS

NEEDED FOR EACH REGULATED AREA BY DIVIDING THE CUBIC

FEET IN THE REGULATED AREA BY (15) FIFTEEN AND THEN

DIVIDING THAT RESULT BY THE ACTUAL CUBIC FEET PER MINUTE

(CFM) FOR EACH UNIT TO DETERMINE THE NUMBER OF UNITS

NEEDED TO EFFECT (4) FOUR AIR CHANGES PER HOUR. PROVIDE

A STANDBY UNIT IN THE EVENT OF MACHINE FAILURE AND/OR

EMERGENCY IN AN ADJACENT AREA.

8. ALL CONSTRUCTION DEBRIS, WASTE, AND TRANSPORTATION OF

DEMOLITION ITEMS SHALL BE CONVEYED IN A COVERED

DUMPSTER CONTAINER SUCH THAT NO DEBRIS/ITEMS ARE

VISIBLE.

PATIENT RISK

GROUP

LOW RISK

GROUP

CONSTRUCTION TYPE

MEDIUM RISK

GROUP

HIGH RISK

GROUP

HIGHEST RISK

GROUP

TYPE A TYPE B TYPE C TYPE D

I

I

I

II III/IV

II

II

II II

III/IV

III/IV

III

III/IV

IV

IV

IV

INFECTION CONTROL CONSTRUCTION RISK CLASS

CHART

SEE INFECTION CONTROL SPECIFICATION FOR DETAILED INFORMATION

REGARDING CONSTRUCTION TYPE DEFINITIONS AND INFECTION

CONTROL PRECAUTIONS REQUIRED BY EACH CONSTRUCTION RISK

CLASS.

LEGEND - INFECTION CONTROL

CONSTRUCTION BARRIER; TYPE AS REQUIRED

BY INFECTION CONTROL RISK CLASS.

VIDEO

CONFERENCE

ROOM NUR

RESTROOM

NUR

202A

RESTROOM

NUR

CLOSET NUR

202B

CLOSET NUR

203A

ICRA CONSTRUCTION

BARRIER

MULTI-PURPOSE

BH

PSYCHOL. BH

229B

STORAGE

CLOSET

232A

STAIRS

STR-122-3

BUILDING EXIT

EXIT ACCESS CORRIDOR

LEGEND - LIFE SAFETY PLAN

EXIT ACCESS TRAVEL DISTANCE

SCOPE AREA

FIRE EXTINGUISHER

13100 watertown plank road suite 200 elm grove, wi 53122

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Nagel Architects + Engineers project number:

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G003

BUILDING CODE REVIEW &

INFECTION CONTROL (ICRA)NAME

ADDRESS

CITY, STATE ZIP

POC

EHRM TRAINING AND

ADMINISTRATION SPACE

SUPPORT

4101 4TH ST TRAFFICWAY, LEAVENWORTH, KS

589A6-21-702

42, 71, 88/89, 122

12/17/2021 KS AR, RB

BID DOCUMENTS

FULLY SPRINKLERED

21015

1/8" = 1'-0"

ICRA FLOOR PLAN, BLDG 71

1/8" = 1'-0"

ICRA FLOOR PLAN, BLDG 88/89

1/4" = 1'-0"

ICRA FLOOR PLAN, BLDG 42

1/8" = 1'-0"

ICRA FLOOR PLAN, BLDG 122

BUILDING CODE REVIEW

IBC CODE SECTION REQUIRED PROVIDED NFPA 101 SECTION REQUIRED PROVIDED

OCCUPANCY OR USE CLASSIFICATION

Single I-2 I-2 CHAPTER 6.1 HEALTHCARE HEALTHCARE Accessory Occupancy [508.4] N/A N/A CHAPTER 6.1.14 N/A N/A Incidental Uses [Table 509] N/A N/A CHAPTER 6.2 N/A N/A

SPECIAL DETAIL REQUIREMENTS PER OCCUPANCY

Special Applications [Ch 4] N/A N/A PER CHAPTER, 11-43 N/A N/A Occupancy Separations Needed? [Table 508.4] N/A N/A High Hazard Class [Section 414] N/A N/A

TYPE OF CONSTRUCTION & LIMITS [TABLE 503]

Construction Class TYPE 2A TYPE 2A NFPA 220 TYPE 2, 111 TYPE 2, 111 Allowable Area 45,000 sf 3,194 sf Area Increase: Sprinkler N/A N/A N/A N/A N/A Area Increase; Frontage N/A N/A N/A N/A N/A Total Area w/ increases N/A N/A N/A N/A N/A Allowable Height 85 N/A N/A N/A N/A Height Modifications N/A N/A N/A N/A N/A Allowable # of Stories 5 N/A N/A N/A N/A

POSITIONING ON PROPERTY [TABLE 602]

Distance to property lines (N, E, S, W) N/A N/A N/A N/A N/A Distance to other buildings N/A N/A N/A N/A N/A Distance to same building N/A N/A N/A N/A N/A Allowable Exterior Wall Openings [705] N/A N/A N/A N/A N/A

FIRE SUPPRESSION SYSTEMS

Sprinkler Requirement NFPA 13 NFPA 13 N/A Alarm & Detection System Requirement NFPA 72 NFPA 72 N/A Monitoring Services Standpipe systems Portable fire extinguishers NFPA 10 SEE G003 NFPA 10 Smoke control systems

MEANS OF EGRESS PARAMETERS

Occupant Load [Table 1004.1.2] - BUSINESS USE 49 49 [Table 7.3.1.2] 44 44 Required Exit Capacities 1 1 # of exits required [1006.2.2.1] 1 1 Exit width 36 inches SEE PROVIDED EGRESS CHART G003 CHAPTER 7.3.4 36 inches 36 inches Exit discharge N/A SEE PROVIDED EGRESS CHART G003 CHAPTER 7.7 N/A N/A Door Hardware Requirements AS REQ'D CHAPTER 7.2 Misc & Special Requirements N/A PER CHAPTER, 11-43 N/A N/A Stair Width N/A N/A CHAPTER 7.2.2 N/A N/A Common path of travel 100 ft SEE COMMON PATH CHART SHEET

G003

PER CHAPTER, 11-43 N/A N/A

Travel distance to Exits 75 ft SEE TRAVEL DISTANCE CHART

SHEET G003

PER CHAPTER, 11-43 N/A N/A

Stair enclosure N/A N/A CHAPTER 7.2.2.5 N/A N/A Vertical openings N/A N/A Accessible means of egress 1 1 CHAPTER 7.5.4 1 1 Emergency lightning N/A N/A CHAPTER 7.8-9 N/A N/A Equipment platform [505] N/A N/A Mezzanine w/o sprinkler N/A N/A CHAPTER 8.6.10 N/A N/A

OTHER ARCHITECTURAL ELEMENTS

Roof requirements N/A N/A -Access N/A N/A CHAPTER 7.2.1.5.9 N/A N/A -Rails N/A N/A

FIRE PERFORMANCE REQUIREMENTS [TABLE 601] NFPA 220 [Table 4.1.1] N/A N/A Columns N/A N/A Floor N/A N/A Roof N/A N/A Roof Covering N/A N/A Exterior Walls N/A N/A Interior Bearing Walls N/A N/A Fire Walls N/A N/A Opening Protectives N/A N/A [Table 8.3.3.2.2] N/A N/A Other partitions N/A N/A Corridors [1020.1] N/A N/A PER CHAPTER, 11-43 N/A N/A Exit passageways N/A N/A Vertical exit enclosures N/A N/A Vertical shafts N/A N/A Penthouse Walls N/A N/A Penthouse Roof N/A N/A Storage Rooms N/A N/A Occupancy separations N/A N/A [Table 6.1.14.4.1] N/A N/A Hazardous areas N/A N/A CHAPTER 6.2 N/A N/A Accessible means of egress [1009.1.2] 1 1 OR 2 other N/A N/A

SMOKE COMPARTMENT N/A N/A

ATTIC REQUIREMENTS N/A N/A

-Access N/A N/A -Smoke separations N/A N/A

CONSTRUCTION MATERIALS - FINISHES

Exit Enclosures & Passageways [Table 803.11] Corridors Rooms & Enclosed spaces

ENERGY EFFICIENCY REQUIREMENTS

Energy Conservation:

Insulation Above Deck N/A N/A N/A N/A N/A Walls Above Grade, Wood Framed N/A N/A N/A N/A N/A Walls Below Grade N/A N/A N/A N/A N/A Floors, Mass N/A N/A N/A N/A N/A Slab-on-grade Floors, Heated N/A N/A N/A N/A N/A Opaque Doors N/A N/A N/A N/A N/A Vertical Fenestration, Fixed N/A N/A N/A N/A N/A Vertical Fenestration, Operable N/A N/A N/A N/A N/A Vertical Fenestration, Entrance Doors N/A N/A N/A N/A N/A Skylights N/A N/A N/A N/A N/A

MEP REQUIREMENTS

Lighting NATURAL: 8% OF FLOOR SERVED -OR-

ARTIFICIAL: 10 FOOT CANDLES OVER AREA AT 30"

AFF

AS REQ'D N/A N/A N/A

Water Closets N/A N/A N/A N/A N/A Lavatories N/A N/A N/A N/A N/A Bathtubs/Showers N/A N/A N/A N/A N/A Drinking Fountains N/A N/A N/A N/A N/A Other (mop basin) N/A N/A N/A N/A N/A

EXIT DISTANCE

PATH A

70'-6"

Revisions: Date:

SCHEMATIC DESIGN 35% SUBMITTAL 8/7/2021

DESIGN DEVELOPMENT 65% SUBMITTAL 9/10/2021

CONSTRUCTION DOCUMENTS 95% SUBMITTAL 10/8/2021

BID DOCUMENTS SUBMITTAL 12/17/2021

MEDICAL

MEDIA OI&T

25A

BATHROOM

MEDICAL

MEDIA OI&T

25B

LEGEND - HAZARDOUS MATERIALS

ACM CEILING TILE ADHESIVE

BEIGE LEAD-CONTAINING PAINT ON PLASTER WALL

A. ALL WORK UNDER THIS CONTRACT SHALL BE DONE IN STRICT

ACCORDANCE WITH ALL APPLICABLE GENERAL STATE AND

LOCAL REGULATIONS, STANDARDS AND CODES GOVERNING

ASBESTOS ABATEMENT, LEAD BASED PAINT WORK PRACTICES,

AND ANY OTHER TRADE WORK DONE IN CONJUNCTION WITH

THE ASBESTOS ABATEMENT.

B. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO

AVOID CREATION OF LEAD FUMES, INCLUDING THE USE OF LOW-

TEMPERATURE DEMOLITION METHODS FOR EXISTING DOORS

AND WINDOWS.

C. CONTRACTOR SHALL ISOLATE HVAC SYSTEMS IN AREA OF

ABATEMENT FROM ALL OTHER AREAS OF BUILDING.

GENERAL NOTES - HAZARDOUS MATERIAL

LEAD IN PAINT

A. A TOTAL OF FIVE (5) PAINT CHIP SAMPLES OF SUSPECT LEAD

BASED PAINT (LBP) FROM THE WALLS AND CEILINGS OF THE

AREAS DESIGNATED FOR RENOVATIONS IN THE CONFERENCE

ROOMS LOCATED IN THE BASEMENT OF BUILDING 71 AND ON

THE 2ND FLOOR OF BUILDING 88/89.

B. ACCORDING TO THE LEAD IN PAINT RESULTS OF THE COATED

SURFACES EVALUATED, ONE SUSPECT LBP CONTAINIG

MATERIAL HAD LEAD CONCENTRATIONS REPORTED ABOVE THE

FEDERAL THRESHAOLD OF MORE THAN 1.0 MILLIGRAMS PER

SQUARE CENTIMETERS (MG/CM2 , 5,000 PARTS PER MILLION (ppm)

OR 0.5 PERCENT (%) BY WEIGHT OF LEAD IN PAINT AS

ESTABLISHED BY THE UNITED STATES ENVIRONMENTAL

PROTECTION AGENCY (USEPA), AND INCLUDED THE FOLLOWING:

• B222-PC-01/GREEN PLASTER WALL - A GREEN PLASTER

BASE LAYER ON WALLS AND COLUMNS ABOVE THE DROP

CEILING IN BUILDING 88/89, ROOM B222.

THREE OF THE FOUR REMAINING PAINT CHIP SAMPLES

COLLECTED WERE FOUND TO BE LEAD-CONTAINING PAINT

BECAUSE LEAD CONCENTRATIONS WERE REPORTED ABOVE

THE LABORATORY’S LIMIT OF DETECTION (LOD) AND INCLUDED

THE FOLLOWING:

• B222-PC-02/BEIGE PLASTER CEILING BEAMS – MIDDLE

CEILING BEAM ABOVE DROP CEILING IN BUILDING 88/89,

ROOM B222.

• B222-PC-03/TAN PLASTER WALLS – SOUTH WALL, TOP

LAYER, BELOW DROP CEILING. ALSO, ONCOLUMNS.

• 25-PC-01/BEIGE PLASTER WALL – PLASTER WALL

BETWEEN 25 AND 25A, ABOVE THE DROP CEILING

C. OSHA REGULATION 29CFR 1626.62 WILL APPPLY FOR ANY

REMOVAL AND/OR PAINT DISTURBING ACTIVITIES CONDUCTED

DURING THIS RENOVATION.

D. IT SHOULD BE NOTED THAT UNDAMAGED LBP/LCP MAY BE

PRESENT ON UNTESTED BUILDING MATERIALS AND THAT

FURTHER TESTING OF THESE SURFACES MAY BE NECESSARY

BASED ON RENOVATION TECHNIQUES AND POTENTIAL LEAD

EXPOSURES. IN ACCORDANCE WITH OSHA REGULATIONS,

SAMPLING RESULTS WILL BE PROVIDED TO THE CONTRACTOR

COMPLETING ACTIVITIES THAT WILL DISTURB ANY PAINT OR

OTHER COATED SURFACES POTENTIALLY CONTAINING LEAD SO

POTENTIAL LEAD EXPOSURE ASSESSMENT CAN BE COMPLETED.

WHERE LEAD IS PRESENT, IT SHOULD BE ASSUMED THAT

WORKERS WILL BE EXPOSED TO LEAD ABOVE THE ACTION

LEVEL AND PERSONAL PROTECTIVE MEASURES SHOULD BE I

MPLEMENTED UNTIL AN EXPOSURE ASSESSMENT IS

COMPLETED I N ACCORDANCE WITH OSHA REGULATION 29 CFR

1926.62.

ASBESTOS CONTAINING MATERIAL

E. AN ASBESTOS CONTAINING MATERIAL ("ACM") IS DEFINED AS A

MATERIAL THAT CONTAINS GREATER THAN (>) 1 PERCENT (%)

ASBESTOS BY LABORATORY PLM ANALYSIS AND/OR EPA POINT

COUNT 400 METHOD.

F. BULK SAMPLES WERE COLLECTED FROM THE SITE BUILDING

AND ANALYZED FOR POLARIZED LIGHT MICROSCOPY (PLM), EPA

METHOD 600/R-93/116. ONE (1) OF THE MATERIALS SAMPLED

WAS FURTHER ANALYZED VIA EPA POINT COUNT 400 METHOD.

G. ONE SAMPLE OF THE FOLLOWING MATERIALS CONTAINING LESS

THAN (<) 1% ASBESTOS WAS VERIFIED IN ACCORDANCE WITH

THE EPA POINT COUNT 400 METHOD:

• 25A-CT1-1-31/2” BLACK CEILING TILE WITH BROWN

ADHESIVE - BROWN ADHESIVE ASSOCIATED WITH A

BLACK CEILING TILE IN THE - CONFERENCE ROOM OF

BUILDING 71 (0.75% -TRACE).

H. NO ACM WAS IDENTIFIED IN THE BUILDING 88/89 CONFERENCE

ROOM.

I. MATERIALS CONTAINING LESS THAN (<) 1% ASBESTOS MAY NOT

BE REGULATED (EITHER THE REMOVAL OR WASTE DISPOSAL.

HOWEVER, AT LEAST PORTIONS OF THE OSHA ASBESTOS IN

CONSTRUCTION STANDARD (1926.1101) STILL APPLY WHEN

THESE MATERIALS ARE DISTURBED.

J. ALL WORK UNDER THIS CONTRACT SHALL BE DONE IN STRICT

ACCORDANCE WITH ALL APPLICABLE GENERAL STATE AND

LOCAL REGULATIONS, STANDARDS AND CODES GOVERNING

ASBESTOS ABATEMENT, LEAD BASED PAINT WORK PRACTICES,

AND ANY OTHER TRADE WORK DONE IN CONJUNCTION WITH

THE ASBESTOS ABATEMENT.

GENERAL NOTES - ABATEMENT PLAN

13100 watertown plank road suite 200 elm grove, wi 53122

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Nagel Architects + Engineers project number:

C :\U se rs

\r ya nb \D oc um en ts

\2

_L ea ve nw or th E

H R

M _R ya n.

bo ur la nd

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P

M

H100

BASEMENT FLOOR PLAN,

HAZARDOUS MATERIALS, BLDG 71NAME

ADDRESS

CITY, STATE ZIP

POC

EHRM TRAINING AND

ADMINISTRATION SPACE

SUPPORT

4101 4TH ST TRAFFICWAY, LEAVENWORTH, KS

589A6-21-702

42, 71, 88/89, 122

12/17/2021 Checker Author

BID DOCUMENTS

FULLY SPRINKLERED

21015

1/4" = 1'-0"

BASEMENT FLOOR PLAN, HAZARDOUS MATERIALS, BLDG 71

KEYNOTES - HAZARDOUS MATERIALS

1. REMOVE ALL BLACK ACOUSTICAL BOARD AND BROWN ADHESIVE FROM ANYWHERE

IN THE ROOM. (WALLS & CEILING)

Revisions: Date:

A. ALL WORK UNDER THIS CONTRACT SHALL BE DONE IN STRICT

ACCORDANCE WITH ALL APPLICABLE GENERAL STATE AND

LOCAL REGULATIONS, STANDARDS AND CODES GOVERNING

ASBESTOS ABATEMENT, LEAD BASED PAINT WORK PRACTICES,

AND ANY OTHER TRADE WORK DONE IN CONJUNCTION WITH

THE ASBESTOS ABATEMENT.

B. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO

AVOID CREATION OF LEAD FUMES, INCLUDING THE USE OF LOW-

TEMPERATURE DEMOLITION METHODS FOR EXISTING DOORS

AND WINDOWS.

C. CONTRACTOR SHALL ISOLATE HVAC SYSTEMS IN AREA OF

ABATEMENT FROM ALL OTHER AREAS OF BUILDING.

GENERAL NOTES - HAZARDOUS MATERIAL

CONFERENCE

DIR.

B222

MECHANICAL

ROOM

B220

STOR ES

B218

ELEC CL ES

B237E

LEGEND - HAZARDOUS MATERIALS

BEIGE LEAD-CONTAINING PLASTER CEILING BEAMS

GREEN LEAD-BASED PLASTER WALL (BASE LAYER)

TAN LEAD-CONTAINING PLASTER WALL (TOP LAYER)

GREEN LEAD-BASED PLASTER COLUMN (BASE LAYER)

TAN LEAD-CONTAINING PLASTER COLUMN (TOP LAYER)

LEAD IN PAINT

A. A TOTAL OF FIVE (5) PAINT CHIP SAMPLES OF SUSPECT LEAD

BASED PAINT (LBP) FROM THE WALLS AND CEILINGS OF THE

AREAS DESIGNATED FOR RENOVATIONS IN THE CONFERENCE

ROOMS LOCATED IN THE BASEMENT OF BUILDING 71 AND ON

THE 2ND FLOOR OF BUILDING 88/89.

B. ACCORDING TO THE LEAD IN PAINT RESULTS OF THE COATED

SURFACES EVALUATED, ONE SUSPECT LBP CONTAINIG

MATERIAL HAD LEAD CONCENTRATIONS REPORTED ABOVE THE

FEDERAL THRESHAOLD OF MORE THAN 1.0 MILLIGRAMS PER

SQUARE CENTIMETERS (MG/CM2 , 5,000 PARTS PER MILLION (ppm)

OR 0.5 PERCENT (%) BY WEIGHT OF LEAD IN PAINT AS

ESTABLISHED BY THE UNITED STATES ENVIRONMENTAL

PROTECTION AGENCY (USEPA), AND INCLUDED THE FOLLOWING:

• B222-PC-01/GREEN PLASTER WALL - A GREEN PLASTER

BASE LAYER ON WALLS AND COLUMNS ABOVE THE DROP

CEILING IN BUILDING 88/89, ROOM B222.

THREE OF THE FOUR REMAINING PAINT CHIP SAMPLES

COLLECTED WERE FOUND TO BE LEAD-CONTAINING PAINT

BECAUSE LEAD CONCENTRATIONS WERE REPORTED ABOVE

THE LABORATORY’S LIMIT OF DETECTION (LOD) AND INCLUDED

THE FOLLOWING:

• B222-PC-02/BEIGE PLASTER CEILING BEAMS – MIDDLE

CEILING BEAM ABOVE DROP CEILING IN BUILDING 88/89,

ROOM B222.

• B222-PC-03/TAN PLASTER WALLS – SOUTH WALL, TOP

LAYER, BELOW DROP CEILING. ALSO, ONCOLUMNS.

• 25-PC-01/BEIGE PLASTER WALL – PLASTER WALL

BETWEEN 25 AND 25A, ABOVE THE DROP CEILING

C. OSHA REGULATION 29CFR 1626.62 WILL APPPLY FOR ANY

REMOVAL AND/OR PAINT DISTURBING ACTIVITIES CONDUCTED

DURING THIS RENOVATION.

D. IT SHOULD BE NOTED THAT UNDAMAGED LBP/LCP MAY BE

PRESENT ON UNTESTED BUILDING MATERIALS AND THAT

FURTHER TESTING OF THESE SURFACES MAY BE NECESSARY

BASED ON RENOVATION TECHNIQUES AND POTENTIAL LEAD

EXPOSURES. IN ACCORDANCE WITH OSHA REGULATIONS,

SAMPLING RESULTS WILL BE PROVIDED TO THE CONTRACTOR

COMPLETING ACTIVITIES THAT WILL DISTURB ANY PAINT OR

OTHER COATED SURFACES POTENTIALLY CONTAINING LEAD SO

POTENTIAL LEAD EXPOSURE ASSESSMENT CAN BE COMPLETED.

WHERE LEAD IS PRESENT, IT SHOULD BE ASSUMED THAT

WORKERS WILL BE EXPOSED TO LEAD ABOVE THE ACTION

LEVEL AND PERSONAL PROTECTIVE MEASURES SHOULD BE I

MPLEMENTED UNTIL AN EXPOSURE ASSESSMENT IS

COMPLETED I N ACCORDANCE WITH OSHA REGULATION 29 CFR

1926.62.

ASBESTOS CONTAINING MATERIAL

E. AN ASBESTOS CONTAINING MATERIAL ("ACM") IS DEFINED AS A

MATERIAL THAT CONTAINS GREATER THAN (>) 1 PERCENT (%)

ASBESTOS BY LABORATORY PLM ANALYSIS AND/OR EPA POINT

COUNT 400 METHOD.

F. BULK SAMPLES WERE COLLECTED FROM THE SITE BUILDING

AND ANALYZED FOR POLARIZED LIGHT MICROSCOPY (PLM), EPA

METHOD 600/R-93/116. ONE (1) OF THE MATERIALS SAMPLED

WAS FURTHER ANALYZED VIA EPA POINT COUNT 400 METHOD.

G. ONE SAMPLE OF THE FOLLOWING MATERIALS CONTAINING LESS

THAN (<) 1% ASBESTOS WAS VERIFIED IN ACCORDANCE WITH

THE EPA POINT COUNT 400 METHOD:

• 25A-CT1-1-31/2” BLACK CEILING TILE WITH BROWN

ADHESIVE - BROWN ADHESIVE ASSOCIATED WITH A

BLACK CEILING TILE IN THE - CONFERENCE ROOM OF

BUILDING 71 (0.75% -TRACE).

H. NO ACM WAS IDENTIFIED IN THE BUILDING 88/89 CONFERENCE

ROOM.

I. MATERIALS CONTAINING LESS THAN (<) 1% ASBESTOS MAY NOT

BE REGULATED (EITHER THE REMOVAL OR WASTE DISPOSAL.

HOWEVER, AT LEAST PORTIONS OF THE OSHA ASBESTOS IN

CONSTRUCTION STANDARD (1926.1101) STILL APPLY WHEN

THESE MATERIALS ARE DISTURBED.

J. ALL WORK UNDER THIS CONTRACT SHALL BE DONE IN STRICT

ACCORDANCE WITH ALL APPLICABLE GENERAL STATE AND

LOCAL REGULATIONS, STANDARDS AND CODES GOVERNING

ASBESTOS ABATEMENT, LEAD BASED PAINT WORK PRACTICES,

AND ANY OTHER TRADE WORK DONE IN CONJUNCTION WITH

THE ASBESTOS ABATEMENT.

GENERAL NOTES - ABATEMENT PLAN

13100 watertown plank road suite 200 elm grove, wi 53122

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Nagel Architects + Engineers project number:

C :\U se rs

\r ya nb \D oc um en ts

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_L ea ve nw or th E

H R

M _R ya n.

bo ur la nd

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P

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H102

SECOND FLOOR PLAN,

HAZARDOUS MATERIALS, BLDG

88/89

NAME

ADDRESS

CITY, STATE ZIP

POC

EHRM TRAINING AND

ADMINISTRATION SPACE

SUPPORT

4101 4TH ST TRAFFICWAY, LEAVENWORTH, KS

589A6-21-702

42, 71, 88/89, 122

12/17/2021 Checker Author

BID DOCUMENTS

FULLY SPRINKLERED

21015

KEYNOTES - HAZARDOUS MATERIALS

1/4" = 1'-0"

SECOND FLOOR PLAN, HAZARDOUS MATERIALS, BLDG 88/89

Revisions: Date:

13100 watertown plank road suite 200 elm grove, wi 53122

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

STRUCTURAL:

Nagel Architects + Engineers project number:

90ACALIBRE ENGINEERING

9090 S. RIDGELINE BLVD, STE 105

HIGHLANDS RANCH, CO 80129 T: (303) 730-0434

THORNTON TOMASETTI, INC.

303 E. 17TH AVE, STE 565

DENVER, CO 80203 T: (303) 876-5700

B

IM

/C

O

O

.0

L e a v e n w o rt h

/T

T

O

.0

L E

A V

E N

W O

R T

H

R

C E

N T

R A

L .r v t

/1

/2

:0

:5

A

M

S001

GENERAL NOTES EHRM TRAINING AND

ADMINISTRATION SPACE

SUPPORT

4104 4TH ST TRAFFICWAY, LEAVENWORTH, KS

589A6-21-702

12/03/2021 JH HL

BID DOCUMENTS

589A6-21-702

GR GENERAL REQUIREMENTS

GR-1 AS USED IN THESE GENERAL NOTES:

"DRAWINGS" MEANS THE LATEST STRUCTURAL DESIGN DRAWINGS, UON.

"SPECIFICATIONS" MEANS THE LATEST PROJECT SPECIFICATIONS, UON.

“CONTRACT DOCUMENTS” IS DEFINED AS THE DESIGN DRAWINGS AND THE SPECIFICATIONS

“SER” IS DEFINED AS THE STRUCTURAL ENGINEER OF RECORD FOR THE STRUCTURE IN ITS FINAL

CONDITION.

“DESIGN PROFESSIONALS” IS DEFINED AS THE OWNER’S ARCHITECT AND SER.

“MEP” INCLUDES, BUT IS NOT LIMITED TO MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION.

“CONTRACTOR” IS DEFINED TO INCLUDE ANY OF THE FOLLOWING: GENERAL CONTRACTOR AND THEIR

SUBCONTRACTORS, CONSTRUCTION MANAGER AND THEIR SUBCONTRACTORS, STRUCTURAL STEEL

FABRICATOR OR STRUCTURAL STEEL ERECTOR.

“BASE BUILDING STRUCTURE” IS DEFINED AS THE STRUCTURAL FRAME DESIGNED BY THORNTON

TOMASETTI.

“STRUCTURE IN ITS FINAL CONDITION” MEANS ALL STRUCTURAL ELEMENTS SHOWN ON THE STRUCTURAL

CONTRACT DOCUMENTS ARE INSTALLED AND COMPLETELY CONNECTED AND INSPECTED WITH NO

OUTSTANDING NON-COMPLIANCE ISSUES.

“DELEGATED DESIGN” MEANS A SCOPE OF WORK THAT MEETS PERFORMANCE CRITERIA ESTABLISHED IN THE CONTRACT DOCUMENTS AND IS TO BE COMPLETED BY THE CONTRACTOR’S LICENSED ENGINEER.

“SERVICE LEVEL” LOADS ARE DEFINED AS NOMINAL OR UNFACTORED LOADS TO BE COMBINED USING

ALLOWABLE STRESS LOAD COMBINATIONS

“STRENGTH LEVEL” LOADS ARE DEFINED AS FACTORED LOADS TO BE COMBINED USING STRENGTH DESIGN

LOAD COMBINATIONS

GR-2 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE STRUCTURAL WORK WITH THE ARCHITECTURAL, CIVIL, MEP CONTRACT DOCUMENTS, AS WELL AS ANY OTHER APPLICABLE TRADES.

GR-3 THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE UNTIL THE CONSTRUCTION OF

THE STRUCTURE REACHES ITS FINAL CONDITION.

GR-4 THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, AND REMOVAL OF TEMPORARY BRACING AND CONSTRUCTION SUPPORTS, FOR NEW AND EXISTING STRUCTURES, AS NECESSARY TO COMPLETE THE PROJECT. NO PORTION OF THE PROJECT WHILE UNDER CONSTRUCTION IS INTENDED TO BE STABLE IN THE ABSENCE OF THE CONTRACTOR’S TEMPORARY SUPPORTS AND BRACES. CONTRACTOR SHALL RETAIN A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED TO DESIGN

TEMPORARY BRACING AND CONSTRUCTION SUPPORTS.

GR-5 LATERAL LOAD RESISTANCE AND STABILITY OF THE STRUCTURE IN ITS FINAL CONDITION IS PROVIDED BY MOMENT FRAMES AND LATERAL STABILITY OF OTHER ELEMENTS IS PROVIDED THROUGH ROOF DECK.

GR-6 THE SPECIFICATIONS ARE AN INTEGRAL PART OF THE CONTRACT DOCUMENTS AND SHALL BE USED IN

CONJUNCTION WITH THE STRUCTURAL DRAWINGS.

GR-7 THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AND COORDINATE WITH THE STRUCTURAL DRAWINGS, ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER CONSULTANTS, PROJECT

SHOP DRAWINGS AND FIELD CONDITIONS.

GR-8 IN CASES OF CONFLICT BETWEEN DRAWINGS AND/OR SPECIFICATIONS AND OTHER DISCIPLINES OR EXISTING CONDITIONS, CONTRACTOR SHALL NOTIFY THE DESIGN PROFESSIONALS AND OBTAIN CLARIFICATION PRIOR

TO BIDDING AND PROCEEDING WITH WORK.

GR-9 APPLY DETAILS, SECTIONS, AND NOTES ON THE DRAWINGS WHERE CONDITIONS ARE SIMILAR TO THOSE

INDICATED BY DETAIL, DETAIL TITLE OR NOTE.

GR-10 ONLY USE DIMENSIONS INDICATED ON THE DRAWINGS. DO NOT SCALE DRAWINGS.

GR-11 ASSUME EQUAL SPACING BETWEEN ESTABLISHED DIMENSIONS, IF NOT INDICATED ON DRAWINGS.

GR-12 CENTERLINES OF COLUMNS AND FOUNDATIONS COINCIDE WITH GRID LINE INTERSECTIONS, UON.

GR-13 CENTERLINES OF GRADE BEAMS AND WALLS COINCIDE WITH CENTERLINES OF FOUNDATIONS, UON.

GR-14 CENTERLINES OF FRAMING MEMBERS COINCIDE WITH COLUMN CENTERLINES, UON.

GR-15 THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITIES FROM DAMAGE.

GR-16 THE CONTRACTOR SHALL VERIFY THAT CONSTRUCTION LOADS DO NOT EXCEED THE CAPACITY OF THE

STRUCTURE AT THE TIME THE LOAD IS APPLIED.

GR-17 THE CONTRACTOR SHALL COORDINATE THE BOTTOM OF BASE PLATE ELEVATIONS WITH THE AS-BUILT TOP OF

SUPPORT ELEVATIONS.

GR-18 THE CONTRACTOR SHALL VERIFY ALL OPENING SIZES AND LOCATIONS WITH OTHER DISCIPLINES. THE DRAWINGS DO NOT SHOW ALL OPENINGS REQUIRED. ADDITIONAL OPENINGS, BLOCKOUTS AND SLEEVES MAY BE REQUIRED BY OTHER DISCIPLINES AND SHALL BE CONSTRUCTED USING THE TYPICAL DETAILS AND/OR THE CRITERIA INDICATED ON THE DRAWINGS. OPENINGS REQUIRED BUT NOT SHOWN ON THE STRUCTURAL

DRAWINGS MUST BE APPROVED BY THE SER.

GR-19 ELEVATIONS INDICATED ON STRUCTURAL DRAWINGS ARE BASED ON A PROJECT DATUM INDICATED ON THE

ARCHITECTURAL DRAWINGS.

GR-20 SEE ARCHITECTURAL AND MEP CONTRACT DOCUMENTS FOR ADDITIONAL INFORMATION RELATING TO

THE COORDINATION OF STRUCTURAL COMPONENTS INCLUDING, BUT NOT LIMITED TO:

ARCHITECTURAL:

PLAN DIMENSIONS AND PROJECT DATUM

SITING OF BUILDING GRID LINES WITH RESPECT TO CITY BENCHMARKS

SITE PREPARATION

BACKFILLING MATERIALS AND REQUIREMENTS

PAVING AND SITE ELEMENTS OUTSIDE OF BUILDING ENVELOPE

EXISTING SITE UTILITIES

SLAB EDGE DIMENSIONS

FINISH ELEVATIONS

WATERPROOFING AND DAMP-PROOFING DETAILS

RAMP GEOMETRY, PITS, SLAB SLOPES AND DEPRESSIONS

EMBEDMENTS, INSERTS, BLOCKOUTS, ETC.

EXACT OPENING SIZES FOR PIPES, DUCTS, ETC.

CONCRETE FINISHES AND TOPPING SLABS

CONCRETE CURBS AND HOUSEKEEPING PADS

FIRE RATINGS

MEP:

PIPE AND DUCT SIZES FOR OPENING AND SLEEVE COORDINATION

FLOOR DRAINS

UNDERFLOOR AND PERIMETER DRAINAGE SYSTEMS

EQUIPMENT CURBS

CONDUITS AND EMBEDMENTS IN WALLS AND SLABS

CD CODES AND DESIGN CRITERIA

CD-1 PERFORM ALL CONSTRUCTION IN CONFORMANCE WITH THE BUILDING AND DESIGN CODES REFERENCED WITHIN THESE DOCUMENTS. THE PROJECT DOCUMENTS REFER TO THE FOLLOWING CODES AND STANDARDS, UON:

INTERNATIONAL BUILDING CODE, 2018 EDITION WITH CITY OF LEAVENWORTH, KS CODE OF ORDINANCE

AMENDMENTS

VA PG 18-1, MASTER CONSTRUCTION SPECIFICATIONS

VA PG 18-3, DESIGN AND CONSTRUCTION PROCEDURES

STRUCTURAL CONCRETE:

"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"

THE AMERICAN CONCRETE INSTITUTE (ACI 318-14)

STRUCTURAL STEEL:

"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS”, (AISC 360-16) CONFORMING TO THE PROVISIONS OF LOAD RESISTANCE FACTOR DESIGN, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC-LRFD)

CD-2 LIVE LOADS (SERVICE LEVEL):

ENTRYWAY 100 PSF

ROOFS 20 PSF

CD-3 SUPERIMPOSED DEAD LOADS (SERVICE LEVEL):

ROOF 15 PSF

CD-4 RISK CATEGORY: IV

CD-5 SNOW LOADS (SERVICE LEVEL):

FLAT ROOF SNOW LOAD (Pf): 20.2 PSF GROUND SNOW LOAD (Pg) 20 PSF SNOW EXPOSURE FACTOR (Ce): 1.0 SNOW LOAD IMPORTANCE FACTOR (Is): 1.2 THERMAL FACTOR (Ct): 1.2

SNOW DRIFTING SEE 2/S002

CD-6 WIND LOAD DESIGN DATA (STRENGTH LEVEL):

MAIN WIND FORCE RESISTING SYSTEM

BASIC WIND SPEED, V 123 MPH

EXPOSURE C

INTERNAL PRESSURE COEFFICIENT ± 0.18

COMPONENT AND CLADDING DESIGN PRESSURES a=[3’-0”]

EFFECTIVE WIND AREA= 10 SF WALL= 32.7 PSF WALL END ZONE= 40.2 PSF

ROOF EFFECTIVE WIND AREA = 10 SF

ROOF= 33.0 PSF ROOF EDGE = 55.3 PSF ROOF CORNER= 83.3 PSF

OVERHANG EDGE= 47.5 PSF OVERHANG CORNER= 78.2 PSF

CD-7 SEISMIC LOAD DESIGN DATA (STRENGTH LEVEL):

SEISMIC IMPORTANCE FACTOR (Is) 1.5 Ss 0.092 g S1 0.065 g SDS 0.098 g SD1 0.104 g

SITE CLASS D (ASSUMED)

SEISMIC DESIGN CATEGORY C

LATERAL SYSTEM DESCRIPTION STEEL SYSTEM NOT SPECIFICALLY DETAILED FOR

SEISMIC RESISTANCE

SEISMIC RESPONSE COEFFICIENT (Cs) 0.049

RESPONSE MODIFICATION FACTOR (R) 3

ANALYSIS PROCEDURE DESCRIPTION EQUIVALENT LATERAL FORCE

DESIGN BASE SHEAR 530 LB

CD-8 IN CASES WHERE THE CONTRACTOR DETERMINES THAT SUSPENDED OR FLOOR MOUNTED EQUIPMENT LOADS EXIST WHICH EXCEED DESIGN LOADS INDICATED ON CONTRACT DOCUMENTS, CONTRACTOR SHALL SUBMIT LOAD DATA TO DESIGN PROFESSIONALS FOR REVIEW PRIOR TO PROCEEDING WITH WORK.

CD-9 DISTRIBUTE THE MAXIMUM LOAD HUNG FROM ANY STRUCTURAL MEMBER FOR DUCTWORK, PIPING ETC OVER THE MEMBER’S TRIBUTARY AREA IN A WAY THAT THE MEP DESIGN SUPERIMPOSED DEAD LOADS LISTED IN CONTRACT DOCUMENTS ARE NOT EXCEEDED. THE CONTRACTOR SHALL COORDINATE THE LOADS OF ALL TRADES AND PROVIDE ADDITIONAL SUPPORT OR DISTRIBUTION FRAMING AS REQUIRED TO ACHIEVE THE

ALLOWABLE LOAD DISTRIBUTION.

CD-10 SERVICEABILITY

LIVE LOAD DEFLECTION IS LESS THAN L/360

LONG-TERM TOTAL DEFLECTION IS LESS THAN L/240

EXTERIOR EDGE BEAMS HAVE BEEN DESIGNED TO LIMIT LIVE LOAD MIDSPAN VERTICAL DEFLECTION TO 1/360

OF THE SPAN OR 3/8", WHICHEVER IS LESS.

EXTERIOR EDGE BEAMS HAVE BEEN DESIGNED TO LIMIT DEAD PLUS SUPERIMPOSED DEAD LOAD MIDSPAN

VERTICAL DEFLECTION TO 1/240 OF THE SPAN OR 3/8”, WHICHEVER IS LESS.

LATERAL DRIFT DUE TO WIND LOADS IS LESS THAN OR EQUAL TO H/400

CD-11 THERE HAVE BEEN NO LOAD RESTRICTION FACTORS APPLIED TO THE STRUCTURAL DESIGN FOR THE

PURPOSES OF SELECTING FIREPROOFING ASSEMBLIES.

DE DEMOLITION

DE-1 THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE MEANS AND METHODS OF DEMOLITION AND THE INTEGRITY AND STABILITY OF THE EXISTING STRUCTURE DURING DEMOLITION UNTIL THE WORK IS COMPLETED. THE CONTRACTOR SHALL PROVIDE SHORING IN REQUIRED LOCATIONS WHERE EXISTING

CONSTRUCTION TO REMAIN WILL BE AFFECTED BY DEMOLITION. CONTRACTOR SHALL RETAIN A

PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED TO DESIGN SHORING.

DE-2 THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS TO ANY STRUCTURAL ELEMENTS WHICH ARE TO REMAIN AND THAT HAVE BEEN DAMAGED DURING THE DEMOLITION PROCESS TO THE COMPLETE SATISFACTION OF THE OWNER. THE REPAIRS SHALL BE AT NO EXPENSE TO THE OWNER. ALL REPAIR WORK SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND

SUBMITTED TO THE SER FOR REVIEW AND APPROVAL PRIOR TO COMMENCING REPAIR WORK.

DE-3 ALL EXISTING FRAMING IS INDICATED FOR REFERENCE ONLY AND IS TO BE FIELD VERIFIED BY THE CONTRACTOR. VERIFY THE EXACT EXTENT OF DEMOLITION AT THE SITE. DETERMINE THE NATURE AND EXTENT OF DEMOLITION THAT WILL BE NECESSARY BY COMPARING THE CONTRACT DOCUMENTS WITH THE EXISTING CONSTRUCTION. IMMEDIATELY NOTIFY THE DESIGN PROFESSIONALS OF ANY INCONSISTENCIES.

DE-4 THE CONTRACTOR SHALL USE THE STRUCTURAL CONTRACT DOCUMENTS IN CONJUNCTION WITH THE ARCHITECTURAL AND MEP DEMOLITION CONTRACT DOCUMENTS. IN THE EVENT OF CONFLICTS, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN PROFESSIONALS.

DE-5 THE CONTRACTOR SHALL USE QUALIFIED, EXPERIENCED PERSONNEL FOR DEMOLITION AND REMOVAL OPERATIONS. PERFORM DEMOLITION AND REMOVAL OPERATIONS IN A CAREFUL AND ORDERLY MANNER TO PREVENT HAZARDS TO PERSONS, DAMAGE TO PROPERTY, AND THE SPREADING OF DUST AND DEBRIS.

DE-6 DO NOT PERMIT PORTIONS OF THE STRUCTURE TO FALL NOR DEBRIS TO DROP EXCEPT BY METHODS WHICH

WILL INSURE INTEGRITY OF THE STRUCTURE.

DE-7 PRIOR TO THE START OF WORK, VERIFY THAT THE SCOPE OF DEMOLITION INDICATED ON THE CONTRACT DOCUMENTS SHALL NOT DAMAGE, CUT OR DISRUPT SERVICE OF ANY MECHANICAL SYSTEM, ELECTRICAL

SYSTEM OR UTILITY EMBEDDED IN THE EXISTING STRUCTURE.

DE-8 DO NOT REMOVE MORE OF THE EXISTING STRUCTURE THAN INDICATED ON CONTRACT DOCUMENTS. DO NOT

DAMAGE, MAR, CUT OR DEFACE THE REMAINING STRUCTURE OR MATERIALS TO BE REUSED.

DE-9 THE CONTRACTOR SHALL INCLUDE IN HIS BID THE COST OF REMOVING DEMOLISHED MATERIALS FROM THE

SITE IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES, AND REGULATIONS.

DE-10 WHERE NEW OPENINGS IN EXISTING CONCRETE SLABS OR WALLS ARE TO BE CREATED, THE DEMOLITION CONTRACTOR SHALL CORE HOLES AT THE OUTSIDE CORNERS OF THE NEW OPENING PRIOR TO DEMOLITION.

SAW-CUT AND DEMOLISH SLAB OR WALL ONLY AFTER THE INSTALLATION OF ALL REQUIRED NEW STRUCTURAL FRAMING AND/OR REINFORCEMENT IN PLAN OR SECTION, UON. SAW CUTTING SHALL BE STRAIGHT AND SHALL NOT EXTEND INTO EXISTING SLAB OR WALL TO REMAIN NOR BEYOND THE HOLES

CORED AT THE CORNERS OF THE NEW OPENING.

SU SUBMITTALS

SU-1 THE CONTRACTOR IS TO REVIEW EACH SUBMITTAL PRIOR TO FORWARDING TO DESIGN PROFESSIONALS. THE

CONTRACTOR IS TO STAMP EACH SUBMITTAL VERIFYING THAT THE FOLLOWING IS ADDRESSED:

1. THE SHOP DRAWING IS REQUESTED.

2. THE SHOP DRAWING IS BASED ON THE LATEST DESIGN.

3. THE DESIGN PROFESSIONALS’ COMMENTS FROM ANY PREVIOUS SUBMITTALS ARE ADDRESSED.

4. THE WORK IS COORDINATED AMONG ALL CONSTRUCTION TRADES.

5. REVISIONS FROM PREVIOUS SUBMITTALS ARE CLEARLY MARKED BY CIRCLING OR CLOUDS.

6. SUBMITTAL IS COMPLETE.

7. SUBMITTAL DOES NOT INCLUDE SUBSTITUTION REQUEST

8. SUBMITTAL SHALL INCLUDE A STAMP INDICATING PROJECT NAME AND LOCATION, SUBMITTAL NUMBER, SPECIFICATION SECTION NUMBER.

THE SER SHALL RETURN, WITHOUT COMMENT, SUBMITTALS WHICH THE CONTRACTOR HAS NOT STAMPED OR

WHICH DO NOT MEET THE ABOVE REQUIREMENTS.

SU-2 THE SER’S REVIEW OF SUBMITTALS SHALL BE FOR GENERAL CONFORMANCE WITH THE DESIGN INTENT. NO

WORK SHALL BE STARTED WITHOUT SUCH REVIEW.

SU-3 FOR COMPONENTS THAT REQUIRE ENGINEERING BY THE CONTRACTOR, PROVIDE A NOTE ON EACH SHOP DRAWING, WRITTEN AND SIGNED BY THE SUPPLIER'S ENGINEER, INDICATING THAT THE SHOP DRAWING IS IN

CONFORMANCE WITH THE CALCULATIONS OF THE CONTRACTOR'S ENGINEER.

SU-4 THE FOLLOWING ITEMS REQUIRE SUBMITTALS FOR STRUCTURAL REVIEW AS OUTLINED IN THE

SPECIFICATIONS:

032000 S CONCRETE REINFORCING LAYOUT

033000 CONCRETE MIX DESIGNS

051000 S STRUCTURAL STEEL

053000 S ROOF DECK

S = SHOP DRAWINGS REQUIRED

SU-5 THE ITEMS IN THIS SECTION REFER TO LOADS IMPOSED BY CONTRACTOR DESIGNED SYSTEMS, SPECIFICALLY:

EXTERIOR CLADDING SYSTEMS

WHERE CONTRACTOR LOADS IMPOSED DO NOT EXCEED AND/OR CONNECTION CONDITIONS DO NOT DIFFER FROM WHAT IS INDICATED IN THE STRUCTURAL DRAWINGS, SUBMIT FOR RECORD A LETTER SEALED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED STATING

THE FOLLOWING:

“THE CONTRACTOR DESIGNED SYSTEM HAS BEEN DESIGNED TO IMPOSE LOADS ON THE BASE BUILDING STRUCTURE THAT ARE WITHIN THE LOAD LIMITS AND AT THE LOCATIONS INDICATED ON THE STRUCTURAL

DRAWINGS.”

WHERE CONTRACTOR LOADS IMPOSED FOR THE FOLLOWING ITEMS EXCEED AND/OR CONNECTION

CONDITIONS DIFFER FROM WHAT IS SHOWN IN THE STRUCTURAL DRAWINGS, SUBMIT FOR APPROVAL TO SER LOADS IMPOSED ON THE PRIMARY STRUCTURAL FRAME DUE TO THE DEAD, LIVE, AND WIND/SEISMIC LOADS

INDICATED ON THE CONTRACT DOCUMENTS.

SUBMITTAL SHALL LIST THE DESIGN LOADS USED AND BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED. SUBMITTAL SHALL INCLUDE LOCATION, MAGNITUDE AND DIRECTION OF UNFACTORED IMPOSED LOADS, GRAPHICALLY REPRESENTED IN THEIR APPROPRIATE LOCATIONS ON A COPY OF THE CONTRACT DOCUMENT STRUCTURAL FRAMING PLANS OR ELEVATIONS AS APPROPRIATE. DETAIL REFERENCES IN THE CONNECTIONS APPLICABLE AT EACH

LOCATION SHALL BE NOTED ON THE SUBMITTAL DRAWINGS.

FOR EXTERIOR WALL ASSEMBLIES, THE LOADS IMPOSED SUBMITTAL SHALL BE COMPREHENSIVE INDICATING THE LOADS IMPOSED ON THE BASE BUILDING STRUCTURE AND SHALL INCLUDE THE REACTIONS BASED ON THE ACTUAL LOADS OF THE ENTIRE ASSEMBLY, INCLUDING BUT NOT LIMITED TO GLAZING, CLADDING, METAL

STUD BACKUP, AND MULLIONS.

FOR MEP SYSTEMS, THE LOADS IMPOSED SUBMITTAL SHALL BE COMPREHENSIVE INDICATING THE LOADS IMPOSED ON THE BASE BUILDING STRUCTURE AND SHALL INCLUDE THE REACTIONS BASED ON THE ACTUAL LOADS OF THE ENTIRE MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEM, INCLUDING

BUT NOT LIMITED TO PIPING, DUCTS, ELECTRICAL RACEWAYS, AND EQUIPMENT WEIGHTS.

A SUBSTITUTION REQUEST MAY BE REQUIRED WHERE CONTRACTOR LOADS IMPOSED EXCEED AND/OR

CONNECTION CONDITIONS DIFFER FROM THE BASIS OF DESIGN.

FN FOUNDATIONS

FN-1 THE FOUNDATION DESIGN IS BASED ON THE IBC SECTION 1806.2 - PRESUMPTIVE LOAD-BEARING VALUES. NO

GEOTECHNICAL REPORT HAS BEEN PROVIDED TO THE SER.

FN-2 FOUNDATIONS HAVE BEEN DESIGNED BASED ON THE FOLLOWING DESIGN VALUES

ASSUMED SOIL MATERIAL: CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, SILT, OR SANDY SILT

NET ALLOWABLE BEARING CAPACITY: 1,500 PSF

FROST DEPTH: 36 IN

DESIGN VALUES SHALL BE FIELD VERIFIED BY QUALIFIED GEOTECHNICAL ENGINEER RETAINED BY THE

OWNER.

FN-3 CONTRACTOR SHALL BE RESPONSIBLE TO ADEQUATELY PROTECT ALL EXCAVATION. WHERE NECESSARY, SHEET AND SHORE THE EXCAVATION WITH ALL REQUIRED TIEBACKS AND BRACING AS DETERMINED BY

CONTRACTOR’S ENGINEER.

FN-4 CONTRACTOR SHALL VERIFY WALL EXISTING BUILDING FOUNDATIONS IN FIELD PRIOR TO CONSTRUCTION.

ENSURE EXISTING BUILDING FOUNDATIONS ARE NOT UNDERMINED DURING CONSTRUCTION. NOTIFY SER IF

NEW FOUNDATIONS CONFLICT WITH OR UNDERMINE EXISTING FOUNDATIONS.

CM CONCRETE MATERIALS

CM-1 CONCRETE STRENGTH SHALL MEET THE FOLLOWING 28-DAY COMPRESSIVE STRENGTHS (f' c), UON:

FOOTINGS 4,000 PSI

SLAB ON GRADE 4,500 PSI

CM-2 PROVIDE NORMALWEIGHT CONCRETE WITH CURED DENSITY OF 145 +/- 5 PCF, AND AGGREGATE CONFORMING TO ASTM C33, UON. WHERE INDICATED, PROVIDE LIGHTWEIGHT CONCRETE WITH CURED DENSITY OF 112+/-3

PCF AND AGGREGATE CONFORMING TO ASTM C330.

CM-3 THE USE OF CALCIUM CHLORIDE AND OTHER CHLORIDE CONTAINING AGENTS IS PROHIBITED. THE USE OF RECYCLED CONCRETE IS PROHIBITED. PLACEMENT WITHIN AND CONTACT BETWEEN ALUMINUM ITEMS, INCLUDING ALUMINUM CONDUIT, AND CONCRETE IS PROHIBITED.

CM-4 ALL CAST-IN-PLACE CONCRETE WILL EXPERIENCE DIFFERING VARIATIONS OF CRACKING. ANY ELEMENT EXPOSED TO DIRECT WEATHER AND/OR TEMPERATURE VARIATIONS DURING CONSTRUCTION OR IN THE FINAL CONDITION IS TO BE TREATED AND REGULARLY MAINTAINED TO PREVENT PROPAGATION OF CRACKS AND WATER PENETRATION. THE CONTRACTOR SHALL DEVELOP A REGULAR MAINTENANCE PROGRAM AND SUBMIT

IT TO THE OWNER.

RE CONCRETE REINFORCEMENT

RE-1 ALL CONCRETE SHALL INCLUDE REINFORCEMENT. IF REINFORCEMENT IS NOT SPECIFICALLY INDICATED ON

THE DRAWINGS VERIFY WITH THE SER.

RE-2 REINFORCEMENT SHALL CONFORM TO THE FOLLOWING STANDARDS AND MATERIAL PROPERTIES UON:

DEFORMED BARS: ASTM A615 GRADE 60

WELDED WIRE REINFORCEMENT ASTM A1064

RE-3 DETAIL REINFORCEMENT BASED ON THE PROJECT REQUIREMENTS, ACI-318 AND ACI-315, UON.

RE-4 WHERE A 90-DEG, 135 –DEG OR 180-DEG HOOK IS GRAPHICALLY…