623-CSI-103_100 Combined Drawings.pdf

CAMPUS AERIAL

AREA OF WORK

AREA MAP

US 64

BOARDER AVE

RAIL LINE

AIRPORT

US 62

JCMVAMC

N

0T H

ST

PROJECT LOCATION

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA Health Care System Approval:

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

OK ARCH NO. CA. 2295, EXP. 06/30/2022

OK ENGR NO. CA. 7127, EXP. 06/30/2022

STRUCTURAL / CIVIL

ENGINEER

KFC ENGINEERING

525 CENTRAL PARK DR, SUITE 202

OKLAHOMA CITY, OK 73120

(405) 528-4596

MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION

ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:1 :0

A

M

60-G-000

COVER SHEET

ECO

1 52

BKM

ORIGINAL CONTRACT DRAWINGS

SITE PREPARATION FOR MRI #2

VA PROJECT NUMBER: 623-CSI-103

SITE PREPARATION FOR MRI #2

12/22/2021

623-CSI-103

1101 HONOR HEIGHTS DRIVE

MUSKOGEE, OK 74401-1302

JACK C. MONTGOMERY VA MEDICAL CENTER

1101 HONOR HEIGHTS DRIVE

MUSKOGEE, OK 74401-1302

ORIGINAL CONTRACT DRAWINGS

SHEET INDEX

NUMBER SEQUENCE NAME

[01] GENERAL

60-G-000 1 COVER SHEET

60-G-001 2 GENERAL INFORMATION

60-G-010 3 PARTITION TYPES

60-G-011 4 LIFE SAFETY PLANS

[02] STRUCTURAL

60-S-100 5 GENERAL NOTES

60-S-101 6 GENERAL NOTES

60-S-102 7 STATEMENT OF SPECIAL INSPECTIONS

60-S-103 8 TYPICAL DETAILS

60-S-200 9 FOUNDATION PLAN

60-S-300 10 FRAMING PLAN

60-S-500 11 FOUNDATION SECTIONS & DETAILS

60-S-600 12 FRAMING SECTIONS & DETAILS

[03] ARCHITECTURAL

60-AD-101 13 ARCHITECTURAL DEMOLITION FLOOR PLAN

60-AE-201 14 ARCHITECTURAL FLOOR PLAN

60-AE-202 15 ARCHITECTURAL EQUIPMENT PLAN

60-AE-301 16 ARCHITECTURAL REFLECTED CEILING PLAN

60-AE-401 17 ARCHITECTURAL ROOF PLAN

60-AE-701 18 ARCHITECTURAL BUILDING SECTIONS

60-AE-801 19 ARCHITECTURAL FINISH FLOOR PLAN & FINISH SHCEDULES

60-AE-901 20 DOOR & WINDOW SCHEDULE

[04] FIRE PROTECTION

60-FA001 21 FIRE ALARM GENERAL NOTES, RISER, AND MATRIX

60-FA101 22 FIRE ALARM FLOOR PLAN

60-FX101 23 FIRE SUPPRESSION FLOOR PLAN

[05] PLUMBING

60-P-000 24 PLUMBING SYMBOLS & ABBREVIATIONS

60-PLD-101 25 PLUMBING WASTE DEMOLITION FLOOR PLAN

60-PPD-101 26 PLUMBING SUPPLY DEMOLITION FLOOR PLAN

60-PL-101 27 PLUMBING WASTE FLOOR PLAN

60-PP-101 28 PLUMBING SUPPLY FLOOR PLAN

60-PJ-101 29 PLUMBING MEDICAL GAS FLOOR PLAN

60-P-501 30 PLUMBING DETAILS

60-P-601 31 PLUMBING SCHEDULES

[06] MECHANICAL

60-M-000 32 MECHANICAL SYMBOLS & ABBREVIATIONS

60-MHD-101 33 MECHANICAL HVAC DEMOLITION FLOOR PLAN

60-MPD-101 34 MECHANICAL PIPING DEMOLITION FLOOR PLAN

60-MH-101 35 MECHANICAL HVAC FLOOR PLAN

60-MP-101 36 MECHANICAL PIPING FLOOR PLAN

60-M-102 37 MECHANICAL ROOF PLAN

60-M-501 38 MECHANICAL DETAILS

60-M-502 39 MECHANICAL DETAILS

60-M-601 40 MECHANICAL SCHEDULES

60-M-701 41 MECHANICAL CONTROLS

60-M-702 42 MECHANICAL CONTROLS

[07] ELECTRICAL

60-E-000 43 ELECTRICAL SYMBOLS & ABBREVIATIONS

60-EPD-101 44 ELECTRICAL DEMOLITION POWER PLAN

60-EPD-102 45 ELECTRICAL DEMOLITION LIGHTING PLAN

60-EP-101 46 ELECTRICAL POWER FLOOR PLAN

60-EP-102 47 ELECTRICAL LIGHTING PLAN

60-EP-103 48 ELECTRICAL DATA FLOOR PLAN

60-EP-104 49 ELECTRICAL POWER PLANS

60-EPD-601 50 EXISTING PARITIAL ONE-LINE DIAGRAM

60-EP-601 51 NEW PARITIAL ONE-LINE DIAGRAM

60-EP-602 52 ELECTRICAL SCHEDULES AND DETAILS

TOTAL SHEETS: 52

N

ABBREVIATIONS CODES STANDARDS & EXECUTIVE ORDERS

4' -0

M

A X

3' -4

M

A X

1. GENERAL CONTRACTOR TO PROVIDE METAL SUPPORT BLOCKING FOR ALL WALL

MOUNTED ACCESSORIES, FIXTURES, & EQUIPMENT. SUPPORT BRACKETS TO BE PLACED

AT ALL OPEN COUNTERTOPS - 18"-24" ON CENTER.

2. SPECIFIED MAXIMUMS ARE MEASURED FROM AFTER FINISHED FLOOR TO THE OPERABLE

PART OF THE FIXTURE.

3. FIXTURES SHOWN ARE REPRESENTATIONAL ONLY. NOT ALL FIXTURES MAY BE USED.

REFER TO SPECIFICATIONS FOR FIXTURE TYPES USED IN THIS PROJECT.

4. GRAB BARS ARE REQUIRED IN ALL VA TOILET STALLS.

TOILET ROOM TURNING RADIUS

DRINKING

FOUNTAINPAPER TOWEL

DISPENSER

SANITARY NAPKIN

DISPENSER

4' -0

M

A X

WASTE

RECEPTACLE

4' -0

M

A X

SOAP DISPENSER

3' -0

M

A X

1'-6" MIN

WALL

4' -0

M

A X

WALL HOOK

7' -6

CLOCK

FFE

3' -6

M

A X

FIRE EXTINGUISHER

CABINET

WEIGHT > 40LBS

5' -0

M

A X

FIRE EXTINGUISHER

CABINET

WEIGHT < 40LBS

4' -0

M

A X

4' -0

M

A X

TOILET SEAT

COVER

DISPENSER

BABY CHANGING

STATION

CLEAR FLOOR SPACE @

WATER CLOSET

5'-6"

6' -0

2'-6"

4' -0

2'-6"

4' -0

HANDRAILS &

BUMPERGUARDS

FIXTURE MOUNTING HEIGHTS AND CLEARANCES

18" MIN

M

IN

FRONT APPROACH,

PULL SIDE

36" MIN

M

IN

HINGE APPROACH, PULL

SIDE

HINGE APPROACH, PULL

SIDE

*12" MIN

M

IN

FRONT APPROACH, PUSH

SIDE

M

IN

HINGE APPROACH, PUSH

SIDE

22" MIN 24" MIN

*4 8"

M

IN

LATCH APPROACH, PULL

SIDE

24" MIN*4

2"

M

IN

LATCH APPROACH, PUSH

SIDE

*IF BOTH CLOSER &

LATCH ARE PROVIDED

*54" MIN IF CLOSER IS

PROVIDED

*48" IF CLOSER IS

PROVIDED

FRONT APPROACH, PUSH

SIDE

M

IN

42" MIN

M

IN

DOOR & FIXTURE CLEARANCES

MATERIALS LEGEND

PURPOSE: THE PUBLIC BUILDINGS AMENDMENT ACT OF 1988, PUBLIC LAW (PUB. L.) 100-678 REQUIRES FEDERAL AGENCIES TO FOLLOW NATIONAL RECOGNIZED "MODEL" BUILDING CODES. THE FEDERAL PARTICIPATION IN THE DEVELOPMENT & USE OF VOLUNTARY STANDARDS, OFFICE OF MANAGEMENT & BUDGET (OMB) CIRCULAR A-119, REQUIRES ALL EXECUTIVE AGENCIES TO RELY ON VOLUNTARY ST&ARDS, BOTH DOMESTIC & INTERNATIONAL, WHENEVER FEASIBLE, & TO PARTICIPATE IN VOLUNTARY

ST&ARD BODIES.

GENERAL: VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES & STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY & THE CONSTRUCTION OF NEW STRUCTURES. VA DESIGN MANUALS & MASTER SPECIFICATIONS SPECIFY

OTHER CODES & ST&ARDS THAT VA FOLLOWS ON ITS PROJECTS:

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD ST&ARD APPLICATION GUIDE, & OTHER GUIDANCE ON THE TECHNICAL INFORMATION

LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

• INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN DOCUMENTS, SEE NOTES BELOW)

• NFPA 101 LIFE SAFETY CODE (SEE NOTES BELOW)

• NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA 5000 & NFPA 900

• OCCUPATIONAL, SAFETY & HEALTH ADMINISTRATION (OSHA) STANDARDS.

• VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• NATIONAL ELECTRICAL CODE (NEC)

• INTERNATIONAL PLUMBING CODE (IPC)

• SAFETY CODE FOR ELEVATORS & ESCALATORS, AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A 17.1.

• ASME BOILER & PRESSURE VESSEL CODE

• ASME CODE FOR PRESSURE PIPING

• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING VA SUPPLEMENT, BARRIER FREE DESIGN STANDARD (PG-18-13)

• ANSI ICC A117.1

• BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE & COMMENTARY (ACI 318)

• MANUAL OF STEEL CONSTRUCTION, LOAD & RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, AMERICAN INSTITUTE OF STEEL

CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• DOE INTERIM FINAL RULE: ENERGY CONSERVATION ST&ARDS FOR NEW FEDERAL, COMMERCIAL & MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS & NEW LOW-RISE

RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 & 435.

• FEDERAL LEADERSHIP IN HIGH PERFORMANCE & SUSTAINABLE BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

• EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL, ENERGY, & TRANSPORTATION MANAGEMENT.

• THE PROVISIONS FOR CONSTRUCTION & SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 01010 OF THE VA MASTER CONSTRUCTION SPECIFICATION.

• VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1- 2004.

• SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15 – 2007.

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) & THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC HEALTH & SAFETY THROUGH ENFORCING ITS ADOPTED CODES. HOWEVER, LOCAL AUTHORITIES SHOULD BE NOTIFIED ABOUT PLANNED PROJECTS & GIVEN OPPORTUNITY

TO REVIEW DRAWINGS PROVIDED THAT VA DOES NOT PAY FOR REVIEW OR INSPECTION FEES.

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY & FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT & VENTILATION, & ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 & DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION.

THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 & DOCUMENTS REFERENCED THEREIN. DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES EVEN IF THE IBC REQUIREMENTS

ARE DIFFERENT).

2. CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES & ST&ARDS & VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS & VA ADOPTED NATIONALLY RECOGNIZED CODES & STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE MADE BY

THE AUTHORITY HAVING JURISDICTION FOR VA TO ENSURE A CONSISTENCY SYSTEM WIDE.

ASHRAE 90.1 - 2016 EDITION

BUILDING LOCATION: MUSKOGEE, OK

CLIMATE ZONE (TABLE ANNEX 1-1): ZONE 4A

INTERIOR DESIGN CONDITIONS:

THE INTERIOR DESIGN TEMPERATURES FOR HEATING & COOLING AS DEPICTED IN THE PROJECT DESIGN CONDITIONS SCHEDULE IN THE MECHANICAL CONTROL DRAWINGS SHALL BE THE MAXIMUM & MINIMUM VALUES FOR THE ASSOCIATED

TEMPERATURE CONTROL ZONES.

BUILDING ENVELOPE REQUIREMENTS (5.5 )

OPAQUE THERMAL ENVELOPE REQUIREMENTS (TABLE 5.5-4):

ROOFS REQUIRED DESIGNED

INSULATION: R-30 c.i. EXISTING METAL BUILDINGS: R-19 + R-11 Ls or R-25 + R-8 Ls N/A

ATTIC & OTHER: R-49 N/A

WALLS, ABOVE GRADE

MASS: R-9.5 c.i. N/A METAL BUILDING: R-0 + R-15.8 c.i. N/A STEEL-FRAMED: R-13 + R-7.5 c.i. EXISTING WOOD-FRAMED & OTHER: R-13 + R-3.8 c.i. or R-20 N/A

WALL, BELOW GRADE

BELOW-GRADE WALL: R-7.5 c.i. EXISTING

FLOORS

MASS: R-14.6 c.i. N/A

STEEL-FRAMED: R-30 EXISTING

WOOD-FRAMED & OTHER R-30 N/A

SLAB-ON-GRADE FLOORS

UNHEATED SLABS: R-15 FOR 24 in. R-15 FOR 24 in.

HEATED SLABS: R-20 for 24 in. N/A

OPAQUE DOORS

SWINGING: U-0.370 U-0.370

NONSWINGING: U-0.310 N/A

FENESTRATION (TABLE 5.5-4):

VERTICAL FENESTRATION, U-FACTOR

NON-METAL FRAMING (ALL): 0.31 N/A

METAL FRAMING, FIXED: 0.38 0.38

METAL FRAMING, OPERABLE: 0.46 N/A

METAL FRAMING ENTRANCE DOOR: 0.68 N/A

DEFINITIONS:

c.i. = CONTINUOUS INSULATION

NR = NO (INSULATION) REQUIREMENT

N/A = NOT APPLICABLE

ENERGY REQUIREMENTS

N

1. DRAWINGS ARE PART OF A COMPLETE DOCUMENTS SET. CONTRACTOR SHALL CONFIRM ALL ITEMS REQUIRED

BASED UPON THE OVERALL DESIGN INTENT OF THE ENTIRE DOCUMENT SET.

2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING ANY WORK TO CONFIRM THE ACCURACY OF THE DRAWINGS, & REPORT ANY DISCREPANCIES TO THE ARCHITECT. DO NOT SCALE THE

DRAWINGS. FIELD VERIFY ALL DIMENSIONS & EXISTING STRUCTURAL CONDITIONS.

3. ALL AREAS NOT INVOLVED IN THE SCOPE OF WORK FOR THIS PROJECT SHALL BE KEPT CLEAN & FREE OF

OBSTRUCTIONS AT ALL TIMES.

4. ERECT BARRICADES & WARNING SIGNS TO DIVERT & WARN PASSERS-BY OF THE CONSTRUCTION WORK.

PROVIDE DUST PROOFING ENCLOSURES TO SEPARATE WORK AREAS FROM THE EXISTING FACILITIES.

5. ALL TRASH & DEBRIS TO BE REMOVED ON A DAILY BASIS.

6. PROVIDE PROTECTION FOR ALL EXISTING SURFACES & CONDITIONS TO REMAIN IN PLACE DURING THE SCOPE OF WORK. SHOULD ANY DAMAGE OCCUR, PATCH & REPAIR ANY DAMAGE TO ADJACENT FINISHES TO MATCH

EXISTING.

7. ANY DAMAGE CAUSED TO THE BUILDING OR OWNER EQUIPMENT SHALL BE REPAIRED OR REPLACED BACK TO

ITS ORIGINAL CONDITIONS AT NO ADDITIONAL COST TO THE OWNER.

8. COVER ALL RETURN AIR GRILLES WITHIN THE AREA OF CONSTRUCTION TO PREVENT PARTICULATE MATERIAL

FROM EXHAUSTING INTO SURROUNDING SPACES.

9. APPROPRIATE LIGHT FIXTURES SHALL BE TEMPORARILY SUSPENDED TO PROVIDE ADEQUATE LIGHTING

LEVELS FOR CONSTRUCTION.

10. CONTRACTOR & SUBCONTRACTORS ARE REQUIRED TO COORDINATE WITH OTHER DISCIPLINES TO INSTALL COMPLETE & OPERATIONAL SYSTEMS. DRAWINGS, AS A WHOLE, REPRESENT A COMPLETE SET & DEPICT REQUIREMENTS FOR COMPLETE & OPERATIONAL SYSTEMS. INDIVIDUAL DRAWINGS MAY NOT DEPICT COMPLETE & ACCURATE INFORMATION TO COORDINATE COMPLETE & OPERATIONAL SYSTEMS, BUT DO SO AS

AN ENTIRE DOCUMENT TO BE REFERENCED WITH OTHER INDIVIDUAL DRAWINGS. CONTRACTOR &

SUBCONTRACTORS ARE REQUIRED TO REFERENCE OTHER SHEETS & SPECIFICATIONS AS AN ENTIRE SET OF CONSTRUCTION DOCUMENTS THAT REFLECT WORK REQUIRED TO ACHIEVE A COMPLETE & OPERATIONAL GOAL. LACK OF COORDINATION & REVIEW OF DRAWINGS & SPECIFICATIONS AS AN ENTIRE DOCUMENT TO INSTALL COMPLETE & OPERATIONAL SYSTEMS, BEING OBVIOUS & TYPICAL INDUSTRY STANDARD, IDENTIFIED IN THE DRAWINGS & SPECIFICATIONS, SHALL NOT BE IN ANY WAY AN ADDITIONAL COST TO THE GOVERNMENT.

11. CONTRACTOR SHALL SUBMIT A REQUEST, IN WRITING, TO INTERRUPT ANY SUCH SERVICES TO COR (CONTRACTING OFFICER’S REPRESENTATIVE) 48 HOURS IN ADVANCE OF PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE, EXACT TIME OF, & APPROXIMATE DURATION OF SUCH INTERRUPTION. MAJOR INTERRUPTIONS OF ANY SYSTEM MUST BE REQUESTED, IN WRITING, AT LEAST 60 CALENDAR DAYS PRIOR TO THE DESIRED TIME & SHALL BE PERFORMED AS DIRECTED BY THE COR. MAJOR INTERRUPTIONS SHALL BE COORDINATED WITH OTHER MAJOR INTERRUPTIONS & MAY NOT BE SCHEDULED FOR ONE DISCIPLINE MORE THAN TWICE THROUGHOUT THE OVERALL CONSTRUCTION SCHEDULE UNLESS REQUESTED IN WRITING & APPROVED BY THE COR. CONTRACTOR WILL BE ADVISED, IN WRITING, OF APPROVAL OF REQUEST, OR OF WHICH OTHER DATE &/OR TIME SUCH INTERRUPTION WILL CAUSE THE LEAST INCONVENIENCE TO OPERATIONS OF THE MEDICAL CENTER. INTERRUPTION TIME APPROVED BY THE MEDICAL CENTER MAY OCCUR AT TIMES OTHER THAN CONTRACTOR'S NORMAL WORKING HOURS. SCHEDULE INTERRUPTION MAY BE ON WEEKENDS OR LATE HOURS & MAY NOT BE AN ADDITIONAL COST TO THE GOVERNMENT. COORDINATE ALL INTERRUPTIONS THAT MAY AFFECT THE NORMAL OPERATION OF THE FACILITY WITH THE COR WHEN SUBMITTING THE

CONSTRUCTION SCHEDULE OR UPDATES TO THE CONSTRUCTION SCHEDULE.

12. NO ASBESTOS CONTAINING MATERIALS ARE TO BE USED ON THIS PROJECT. SPUR DESIGN, THE A/E OF RECORD, CAN CERTIFY THAT NO ASBESTOS CONTAINING BUILDING MATERIALS (ACBM) OR LEAD BASED PAINT (LBP) PRODUCTS WERE DESIGNED/SPECIFIED AS BUILDING MATERIAL IN ANY OF THE CONSTRUCTION

DOCUMENTS.

GENERAL NOTES

AREA NAME

150 SF

A101

A101

SIM

1023A

00.0

A101

1 1

A101

LEVEL NAME

00'-00"

00'-00"

4B

3A

ROOM NAME

000A

150 SF

/1 A101

X0000

6"

3' -0

M

A X

ROOM TAG

AREA TAG

SPECIALTY EQUIPMENT TAG

DOOR TAG

KEYED NOTE TAG

WALL TAG

WINDOW TAG

A101

SIM

A101

SIM

A

ACST ACOUSTIC

ADA AMERICANS WITH DISABILITIES ACT

ADDL ADDITIONAL

ADDN ADDITION

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

AE ARCHITECT/ENGINEER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

AIA AMERICAN INSTITUTE OF

ARCHITECTS

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

AMT AMOUNT

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

AVG AVERAGE

B

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BOS BOTTOM OF STEEL

BOT BOTTOM

BRKT BRACKET

BTWN BETWEEN

C

CAB CABINET

CAV CAVITY

CD CONSTRUCTION DOCUMENTS

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLR COLOR

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

CP CONTRACTOR PROVIDED

CP/CI CONTRACTOR PROVIDED /

CONTRACTOR INSTALLED

CSWK CASEWORK

CTR CENTER

CU FT CUBIC FEET

D

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

E

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EQ EQUAL

EXP EXPOSED

EXT EXTERIOR

F

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FT FEET

FTG FOOTING

G

GR FL GROUND FLOOR

H

HDW HARDWARE

HEPA HIGH EFFICIENCY

PARTICULATE AIR (FILTER)

HORIZ HORIZONTAL

HT HEIGHT

I

IBC INTERNATIONAL BUILDING

CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

L

LAV LAVATORY

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIN LINEAR

LOC LOCATION

LT LIGHT

LVR LOUVER

M

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODIFY

MTG MOUNTING

MTL METAL

MVBL MOVABLE

N

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

ORIG ORIGINAL

P

PA PUBLIC ADDRESS

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PL PROPERTY LINE

PLBG PLUMBING

PNL PANEL

PR PAIR

PRKG PARKING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PWR POWER

Q

QTY QUANTITY

R

RCP REFLECTED CEILING PLAN

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RFG ROOFING

RM ROOM

RO ROUGH OPENING

S

SCHED SCHEDULE

SF SQUARE FOOT (FEET)

SGL SINGLE

SIM SIMILAR

SJ SCORED JOINT

SLNT SEALANT

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

STD STANDARD

STOR STORAGE

T

TEL TELEPHONE

TEMP TEMPORARY

TFF TOP OF FINISH FLOOR

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

U

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V

VAR VARIES

VC VA PROVIDED / CONTRACTOR INSTALLED

VV VA PROVIDED / VA INSTALLED

W

W/ WITH

W/O WITHOUT

W/C WATER CLOSET

WC WHEELCHAIR

X

X BRACE CROSS BRACE

REFERENCE SYMBOLS IDENTIFICATION TAGS

NOTE: NOT ALL ABBREVIATIONS OR SYMBOLS WILL BE UTILIZED FOR THIS PROJECT.

GRID HEAD & LINE

LEVEL INDICATOR

MATCH LINE & VIEW

REFERENCE

NORTH ARROW W/

PROJECT NORTH

SPOT ELEVATION

DETAIL

SECTION

**48" MIN IF BOTH CLOSER &

LATCH PROVIDED

WALL

SECTION

BUILDING

SECTION

DETAIL

ELEVATION

INTERIOR

ELEVATION

BUILDING

ELEVATION

1 1

6'- 0"

5'- 6"

BARIATRIC TOILET ROOM

TURNING RADIUS

CLEAR FLOOR SPACE @

ADA LAVATORY

CLEAR FLOOR SPACE @ ADA

DRINKING FOUNTAIN

FIBERGLASS BATT INSULATION

MINERAL WOOL INSULATION

EXPANDED POLYSTYRENE

INSULATION

EXTRUDED POLYSTYRENE

INSULATION

POLYISOCYANURATE INSULATION

SPRAY-APPLIED CLOSED CELL

INSULATION

CONCRETE / PRECAST CONCRETE

EARTH / SOIL

SAND, EIFS FINISH, OR PLASTER

FINISH

GYPSUM BOARD FINISH

BRICK

CONCRETE MASONRY UNIT

STONE / CAST STONE

GYPSUM BOARD

EXTERIOR SHEATHING BOARD

PLYWOOD

2' -1

0" M

A X

2' -3

M

IN

1'-6" MIN

6" MAX

9" M

IN

SHOWER LAVATORY WITH

MIRROR ON

CENTER

WALL

2' -1

0" O

F R

E F

L E C

T

IV

E S

U R

F A

C E

3' -4

M

A X

. T O

B O

T T

O M

17 MIN

2' -3

M

IN

2' -9

M

A X

4' -0

M

IN

2'-0" MIN

8" MIN

WALL

LAVATORY WITH

APRON

1' -5

M

A X

1'-6" MIN

URINAL

WALL

1'-5"- 1'-7" (AMBULATORY)

1'-4"- 1'-6" (WHEELCHAIR)

CLEAR FLOOR

5'-6"

CLEAR FLOOR

6'-0"

3'-0" MIN

2' -9

3' -0

MIN

1'-0"

3'-6" MIN MAX

1'-0"

4'-6" MIN

1' -5

1' -7

1' -6

M

IN

A N

S I I

C C

A

7.

1)

1' -3

M

IN

A D

A /A

B A

2' -9

3' -0

WALL

WALL

WALL

4"

6"

MIN

2'-0"

6" MAX

7" - 9"

3"

1' -6

11" MIN

17" - 25"

39"- 41"

1"

M

IN

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

OK ARCH NO. CA. 2295, EXP. 06/30/2022

OK ENGR NO. CA. 7127, EXP. 06/30/2022

STRUCTURAL / CIVIL

ENGINEER

KFC ENGINEERING

525 CENTRAL PARK DR, SUITE 202

OKLAHOMA CITY, OK 73120

(405) 528-4596

MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION

ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:1 :0

A

M

60-G-001

GENERAL INFORMATION

BHR

2 52

JDP

ORIGINAL CONTRACT DRAWINGS

SITE PREPARATION FOR MRI #2

12/22/2021

623-CSI-103

1101 HONOR HEIGHTS DRIVE

MUSKOGEE, OK 74401-1302

1. NOT ALL PARTITION TYPES SHOWN HERE MAY BE USED. REFER TO PLANS FOR LOCATION AND

TYPES OF EACH PARTITION.

2. PAINT CONTINUOUS 4" TALL, STENCILED LETTERS, ABOVE CEILING, ON BOTH SIDES OF ALL FIRE AND SMOKE WALLS DESIGNATING THE PARTITION RATING INDICATED ON THE LIFE SAFETY PLAN.

3. ALL SUSPENDED WALLS AND PARTITIONS SHALL HAVE GYP. BD. WHICH EXTENDS A MINIMUM OF 6" ABOVE THE SUSPENDED CEILING UNLESS SHOWN AND/OR NOTED OTHERWISE BY THE ARCHITECT.

4. REFER TO STRUCTURAL DRAWINGS FOR ALL LOAD BEARING WALL CONDITIONS IN REGARDS TO

STRUCTURAL REQUIREMENTS.

5. "ALIGN" MEANS SIMILAR COMPONENTS OF CONSTRUCTION, E.G. WALLS, JAMBS, ETC. SHALL ALIGN

ACROSS VOIDS AND JOINTS.

6. PARTITIONS SHALL BE CONTINUOUS OVER DOORS SAME ADJACENT WALLS (UNLESS NOTED

OTHERWISE) WHERE DRYWALL CONTINUES ABOVE CEILING AND ABOVE THE CEILING LEVEL UP TO

THE STRUCTURE ABOVE. ALL GYPSUM BOARD RETURNS SHALL HAVE CORNER BEADS MINIMUM

FLOOR TO CEILING. ALL PENETRATIONS IN DRYWALL CONSTRUCTION ABOVE FINISHED CEILING SHALL BE EFFECTIVELY SEALED TO PREVENT SOUND LEAKAGE AND FIRE STOPPING TAPE/CAULK AT

ALL RATED PARTITIONS.

7. ALL MECHANICAL CHASES AND OTHER NOTED CHASES ARE TO EXTEND UP TO THE UNDERSIDE OF THE DECK STRUCTURE ABOVE. ALL PLUMBING CHASES UNLESS OTHERWISE NOTED, SHALL EXTEND

ABOVE THE HIGHEST ADJOINING CEILING AND BE BRACED TO STRUCTURE.

8. ALL CONSTRUCTION DESIGNATED TO BE SUPPORTED BY ROOF STRUCTURE SHALL BE SUPPORTED

BY TOP CHORD OF STRUCTURAL JOISTS AND NOT FROM THE METAL DECK.

9. COORDINATE WITH MILLWORK DRAWINGS FOR PLACEMENT OF BLOCKING IN WALLS/PARTITIONS.

ALL WOOD BLOCKING IS TO BE FIRE RETARDANT TREATED.

10. IMPACT RESISTANT GYP. BD., WHERE NOTED, IS OPTIONAL ABOVE 8' AFF AND BEHIND LOCKERS.

11. SEAL THE TOP AND BOTTOM OF WALL AS WELL AS ALL PENETRATIONS WHERE SMOKE

PARTITIONS ARE DESIGNATED ON THE LIFE SAFETY PLAN TO ELIMINATE THE PASSAGE OF SMOKE.

GENERAL PARTITION NOTES

LINE OF STRUCTURAL DECK

TAPE AND BED GYP BD

ONLY ABOVE CEILING

EACH SIDE

CEILING MATERIAL AS

SCHEDULED

WALL FINISH AS

SCHEDULED

SOUND ATTENUATION

BATTS AS REQ'D

2 LAYERS OF 5/8" TYPE 'X' GYP BD

EACH SIDE OF METAL STUDS AT 16" O.C.

BASE AND FLOORING

AS SCHEDULED

C E

IL

IN

G H

E

IG

H T

R E

R

C P

F L

O O

R T

O U

N D

E R

S

ID

E O

F S

T R

U C

T U

R E

A B

O V

E

2 LAYERS OF 5/8" TYPE 'X' GYP BD ON EACH SIDE OF 6" METAL STUDS AT 16" O.C.

EXTEND & SEAL FROM FIN FLR TO UNDERSIDE OF DECK ABOVE. (UL# U404)

TYPE 1

SUFFIX

A

DETAILS

SEAL TO FLOOR ASSEMBLY

PER UL# U404 INSTRUCTION

SEAL TO UNDERSIDE OF ASSEMBLY,

PER UL# U404 INSTRUCTION

LINE OF STRUCTURAL DECK

TAPE AND BED GYP BD

ONLY ABOVE CEILING

EACH SIDE

COPPER SHIELDED CEILING

SYSTEM AS SCHEDULED

WALL FINISH AS

SCHEDULED

SOUND ATTENUATION

BATTS AS REQ'D

BASE AND FLOORING

AS SCHEDULED

C E

IL

IN

G H

E

IG

H T

R E

R

C P

1 LAYER OF 5/8" TYPE 'X' GYP BD ON COPPER-LINER ON 3-5/8" METAL FRAMING

TO EXTEND FROM FIN FLR TO UNDERSIDE OF CEILING ABOVE

TYPE 4

SUFFIX

A

DETAILS

5/8" GYP BD ON COPPER-LINED

3-5/8" METAL STUD FRAMING

MRI SIDE

2-HOUR RATED (SMOKE BARRIER) NON RATED (RF LINER)

5/8" GYP BD

1 LAYER 5/8" GYP BD ON ONE SIDE AND 1 LAYER OF 5/8" TYPE 'X' GYP BD ON COPPER-

LINER ON OTHER SIDE ON 3-5/8" METAL FRAMING FRAMING TO EXTEND FROM FIN FLR

TO UNDERSIDE OF CEILING ABOVE

B

SCHEDULED CEILING

2" th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

OK ARCH NO. CA. 2295, EXP. 06/30/2022

OK ENGR NO. CA. 7127, EXP. 06/30/2022

STRUCTURAL / CIVIL

ENGINEER

KFC ENGINEERING

525 CENTRAL PARK DR, SUITE 202

OKLAHOMA CITY, OK 73120

(405) 528-4596

MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION

ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:1 :0

A

M

60-G-010

PARTITION TYPES

BHR

3 52

JDP

ORIGINAL CONTRACT DRAWINGS

SITE PREPARATION FOR MRI #2

12/22/2021

623-CSI-103

1101 HONOR HEIGHTS DRIVE

FD

CRU 1 CRU 2

LIFE SAFETY LEGEND

1 OCCUPANT LOAD

BUILDING EXIT

FIRE RATED WALL SYMBOLS:

EGRESS PATH

1 HOUR FIRE

2 HOUR FIRE

3 HOUR FIRE

4 HOUR FIRE

1 HOUR FIRE / SMOKE

2 HOUR FIRE / SMOKE

3 HOUR FIRE / SMOKE

4 HOUR FIRE / SMOKE

FACP

FEC

FIRE ALARM CONTROL PANEL

FIRE EXTINGUISHER CABINET

NFPA 101-2015 EDITION

ALL EXIT DOORS PROVIDED ARE 36" LEAF MINIMUM YIELDING 34" CLEAR EXIT WIDTH .

- 15"/PERSON (IBC 1005.3.2, EXCEPTION 1) ALLOWS 226 OCCUPANT LOAD PER DOOR MAX.

STAIR WIDTH PROVIDED IS 44 1/4" AT STAIR 1 (SOUTH) AND 42 1/2" AT STAIR 2 (WEST)

- .3"/PERSON (IBC 1005.3.1) ALLOWS 146 OCCUPANT LOAD AT STAIR 1 MAX.

- .3"/PERSON (IBC 1005.3.1) ALLOWS 141 OCCUPANT LOAD AT STAIR 2 MAX.

BUILDING HEIGHT: 1 STORY, 18'-0" HEIGHT

BUILDING AREA: 3,916 GROSS S.F. 2013 BUILDING ADDITION

AREA LIMITATION: 37,500 S.F. PER FLOOR (2015 IBC TABLE 503)

BUILDING IS EQUIPPED WITH A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT

CONSTRUCTION TYPE: (TABLE A.8.2.1.2): TYPE II (000)

FIRE RESISTANCE RATINGS (TABLE A.8.2.1.2):

• COLUMNS: 0 HR

• BEAM, GIRDERS, TRUSSES: 0 HR

• FLOOR/CEILING ASSEMBLIES: 0 HR

• ROOF/CEILING ASSEMBLIES: 0 HR

• EXTERIOR NON-BEARING WALLS: 0 HR

• INTERIOR NON-BEARING WALLS: 0 HR

FIRE-RESISTIVE REQUIREMENTS:

• NON COMBUSTIBLE MATERIALS FOR STRUCTURAL FRAME, FLOORS, ROOF DECK, EXTERIOR NON-

BEARING WALLS, INTERIOR NON-BEARING WALLS (U.N.O. AT EXTERIOR)

CHAPTER 38: NEW BUSINESS OCCUPANCY

OCCUPANT LOADS (TABLE 7.3.1.2):

• FIRST FLOOR BUSINESS USE = 100 SF/PERSON

• SECOND FLOOR BUSINESS USE = 100 SF/PERSON

• FIRST FLOOR WAITING AREAS WITHOUT FIXED SEATING = 15 SF/PERSON

• SECOND FLOOR WAITING AREAS WITHOUT FIXED SEATING = 15 SF/PERSON

SHAFTS MINIMUM 1-HOUR RATING (8.6.5)

DEAD END CORRIDOR MAXIMUM DISTANCE: 50' (38.2.5.2.1)

MAXIMUM COMMON PATH OF TRAVEL: 100' (38.2.5.3.1)

MAXIMUM TRAVEL DISTANCE: 300' (38.2.6.3)

CORRIDOR MINIMUM FIRE RATING: 0 HR (38.3.6.1 EXCEPTION 3)

SMOKE COMPARTMENTALIZATION:

- NOT REQUIRED FOR BUSINESS OCCUPANCIES, NOT PROVIDED.

PROTECTED AREAS:

- STORAGE ROOMS/CLEAN/SOILED - REQUIRED VA FIRE PROTECTION DESIGN MANUAL 3.1.A AND PER

NFPA 101: 38.3.2.1 AND 8.7 SMOKE PARTITIONS WITH SPRINKLER PROTECTION, PROVIDED.

MEDICAL RECORDS STORAGE - 1 HR PER VA FIRE PROTECTION DESIGN MANUAL SECTION 3.1.B.

FIRE ALARM SYSTEM:

- REQUIRED / PROVIDED MANUAL SYSTEM.

STANDPIPES:

- NOT REQUIRED / NOT PROVIDED.

MRI #1

EQUIPMENT

ROOM

213 SF

EQUIPMENT

ROOM

MRI #1

445 SF

MRI #2

CONTROL

ROOM

STAFF ROOM

HAC

PATIENT

TOILET

LOBBY /

WAITING

QUARANTINE

STORAGE

READ ROOM

DRESSING

ROOM 3

DRESSING

ROOM 2

DRESSING

ROOM

PATIENT

TOILET

PATIENT

SCREENING

PATIENT

TRANSFER

ENTRY

VESITBULE

CORRIDOR

RECEPTION

PATIENT

HOLDING

PENETRATIONS

CABINET

122B

47'-4"

'-6

'-3

102'-1"

2'

-8

TOTAL TRAVEL DISTANCE: 135'-9"

3'-9"

'-1

26'-7"

34'-1"

135'-9"

SCOPE BOUNDARY

FEC

NEW GAUSS BARRIER /

GUARDRAIL

EXISTING

RETAINING WALL

EXISTING

LADDER

5 GAUSS LINE

KEY PLAN

N th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

OK ARCH NO. CA. 2295, EXP. 06/30/2022

OK ENGR NO. CA. 7127, EXP. 06/30/2022

STRUCTURAL / CIVIL

ENGINEER

KFC ENGINEERING

525 CENTRAL PARK DR, SUITE 202

OKLAHOMA CITY, OK 73120

(405) 528-4596

MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION

ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:1 :0

A

M

60-G-011

LIFE SAFETY PLANS

BHR

4 52

JDP

ORIGINAL CONTRACT DRAWINGS

SITE PREPARATION FOR MRI #2

12/22/2021

623-CSI-103

1101 HONOR HEIGHTS DRIVE

MUSKOGEE, OK 74401-1302

N

1/4" = 1'-0"

LEVEL 1 - LIFE SAFETY PLAN

1) POST-INSTALLED EXPANSION AND UNDERCUT ANCHORS SHALL MEET THE ASSESSMENT

CRITERIA OF ACI 355.2 "QUALIFICATION OF POST-INSTALLED MECHANICAL ANCHORS

IN CONCRETE."

B. QUALIFICATION REQUIREMENTS FOR PRODUCTS

2) PER ACI 318-14 SECTION 17.8.2.2, INSTALLATION OF ADHESIVE ANCHORS

HORIZONTALLY OR UPWARDLY INCLINED SHALL BE PERFORMED BY PERSONNEL CERTIFIED

BY AN APPLICABLE CERTIFICATION PROGRAM. CERTIFICATION SHALL INCLUDE WRITTEN

AND PERFORMANCE TESTS IN ACCORDANCE WITH THE ACI/CRSI ADHESIVE ANCHOR

INSTALLER (AAI) CERTIFICATION PROGRAM, OR EQUIVALENT.

1) CONTRACTOR SHALL REQUEST, SCHEDULE AND FACILITATE THE ANCHOR AND/OR

ADHESIVE MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION

TRAINING FOR ALL THE MANUFACTURER'S SPECIFIED ANCHORING PRODUCTS. THE

ENGINEER MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S

ANCHOR INSTALLATION PERSONNEL ARE TRAINED PRIOR TO COMMENCEMENT OF ANCHOR

INSTALLATION OPERATIONS.

A. QUALIFICATION REQUIREMENTS FOR INSTALLERS

9. POST-INSTALLED ANCHORS AND DOWELS

5) MOIST CURING OF SLABS: SLABS-ON-GRADE AND SLABS-ON-DECK SHALL BE WATER

CURED FOR A MINIMUM OF 7 DAYS BY PONDING, SPRAYING, SPRINKLING OR BY USE OF

SATURATED COVERINGS. CURING COMPOUNDS ARE EXPRESSLY PROHIBITED.

4) SURFACE FINISH: ALL HORIZONTAL CONCRETE SURFACES SHALL HAVE A TROWELED

FINISH UNLESS NOTED OTHERWISE IN ARCHITECTURAL DRAWINGS OR FLOORING

SPECIFICATIONS. AT STAIR TREAD PLACEMENTS PROVIDE A FINE BROOM FINISH

TRANSVERSE TO THE RISERS.

3) CHAMFERED EDGES: UNLESS NOTED OTHERWISE ON ARCHITECTURAL DRAWINGS, PROVIDE

3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES.

2) EQUIPMENT PADS: PROVIDE CONCRETE EQUIPMENT PADS OF SIZE REQUIRED FOR

EQUIPMENT FURNISHED. SEE MECHANICAL, PLUMBING, FIRE PROTECTION AND

ELECTRICAL DRAWINGS FOR NUMBER, SIZE, AND LOCATION OF SUCH PADS. UNLESS

OTHERWISE SHOWN, MINIMUM PAD THICKNESS SHALL BE 4" AND SHALL EXTEND A

MINIMUM OF 6" BEYOND THE FACE OF THE EQUIPMENT. MINIMUM REINFORCING SHALL

BE #4 BARS AT 12" O.C. EACH WAY. TOOLED OR CHAMFERED EDGES SHALL BE

PROVIDED AT ALL EQUIPMENT PADS. ANCHORAGE TO SUPPORTING SLAB SHALL BE

MADE. REFER TO TYPICAL DETAILS.

1) WATERSTOPS AND WATERPROOFING: ALL CONSTRUCTION JOINTS (VERTICAL AND

HORIZONTAL) IN BELOW-GRADE CONCRETE WALLS, TRENCHES AND PITS SHALL BE KEYED

AND HAVE BENTONITE WATERSTOPS INSTALLED UNLESS NOTED OTHERWISE. ALL

BELOW-GRADE CONCRETE WALLS, PITS AND TRENCHES SHALL BE WATERPROOFED AS

SHOWN IN ARCHITECTURAL DRAWINGS, UNLESS NOTED OTHERWISE.

H. CONCRETE MISCELLANEOUS:

1) CONCRETE SLABS-ON-GRADE: REFER TO SLAB-ON-GRADE CONSTRUCTION NOTES ABOVE

FOR INFORMATION REGARDING JOINTS.

G. JOINTS IN CONCRETE CONSTRUCTION:

1) THE SIZE AND LOCATION OF ALL FLOOR PITS, TRENCH DRAINS, AND OPENINGS FOR

ALL DUCTS AND PIPES THROUGH WALLS, FLOORS, AND FOUNDATION WORK SHALL BE

VERIFIED WITH THE MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL

CONTRACTOR'S REQUIREMENTS PRIOR TO THE START OF ANY CONCRETE WORK.

F. OPENINGS IN CONCRETE STRUCTURES:

6) CONCRETE COVER OVER STEEL REINFORCING FOR NON-PRESTRESSED CAST-IN-PLACE

CONSTRUCTION SHALL CONFORM TO THE TABLE PROVIDED BELOW.

5) AT INTERSECTING FOUNDATIONS, EXTEND ALL HORIZONTAL REINFORCING OF THE

INTERSECTING MEMBERS BEYOND THE POINT OF INTERSECTION TO THE OPPOSITE FACE.

BEND TO A STANDARD 90 DEGREE HOOK OR PROVIDE BENT DOWELS OF EQUAL SIZE AND

SPACING AND LAP AS REQUIRED FOR A CLASS B TENSION SPLICE (BUT NOT LESS THAN

12") IN EACH DIRECTION. REFER TO TYPICAL DETAILS FOR ADDITIONAL

INFORMATION.

4) PROVIDE CORNER BARS IN BOTH FACES OF ALL CONTINUOUS GRADE BEAMS, FOOTINGS

AND WALLS. NUMBER, SIZE, AND SPACING OF CORNER BARS SHALL BE EQUAL TO

NUMBER, SIZE AND SPACING OF HORIZONTAL REINFORCING WITH WHICH THEY LAP AND

SHALL HAVE CLASS B TENSION LAP SPLICES IN EACH DIRECTION. REFER TO TYPICAL

DETAILS FOR ADDITIONAL INFORMATION.

3) PLACEMENT OF WELDED WIRE REINFORCEMENT SHALL BE CONTINUOUS, SHALL NOT BE

INTERRUPTED BY BEAMS AND GIRDERS, AND SHALL BE LAPPED A MINIMUM OF 8-INCHES

UNLESS SHOWN OTHERWISE IN DETAILS.

2) UNLESS OTHERWISE NOTED, LAP SPLICES OF DEFORMED REINFORCING BARS SHALL

CONFORM TO ACI REQUIREMENTS FOR CLASS B TENSION SPLICES. REFER TO LAP

LENGTH SCHEDULES FOR TYPICAL LAP REQUIREMENTS.

1) ALL DETAILING, FABRICATION, AND PLACING OF REINFORCING STEEL, UNLESS

OTHERWISE NOTED, SHALL FOLLOW ALL SECTIONS OF THE ACI "DETAILING

MANUAL-2004" (SP-66 04), THE ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE" (ACI 318-14), AND ALL SECTIONS OF THE CONCRETE REINFORCING STEEL

INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE."

E. CONCRETE REINFORCING:

7) DOCUMENTATION OF CONCRETE MIXTURE CHARACTERISTICS SHALL BE SUBMITTED FOR

REVIEW BEFORE THE MIXTURE IS USED. EVIDENCE OF THE ABILITY OF THE PROPOSED

MIXTURE TO COMPLY WITH THE CONCRETE MIXTURE REQUIREMENTS IN THE

CONSTRUCTION DOCUMENTS SHALL BE INCLUDED IN THE SUBMITTAL. THE EVIDENCE

SHALL BE BASED ON FIELD TEST RECORDS OR LABORATORY TRIAL BATCHES.

C) THE CONCRETE SHALL CONFORM TO STRENGTH TEST REQUIREMENTS FOR

STANDARD-CURED SPECIMENS.

B) THE CONCRETE SHALL MEET REQUIREMENTS FOR THE ASSIGNED EXPOSURE CLASSES

OUTLINED HEREIN.

A) THE CONCRETE CAN BE PLACED READILY WITHOUT SEGREGATION INTO FORMS AND

AROUND REINFORCEMENT UNDER ANTICIPATED PLACEMENT CONDITIONS. THE

CONCRETE PRODUCER SHALL DETERMINE WHETHER ADMIXTURES ARE NECESSARY FOR

WATER REDUCTION, SET TIME, OR SLUMP REQUIREMENTS.

6) CONCRETE MIX PROPORTIONS SHALL BE ESTABLISHED IN ACCORDANCE WITH ARTICLE

4.2.3 OF "SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301)." SO THAT THE

CONCRETE SATISFIES THE FOLLOWING THREE REQUIREMENTS:

9) MAXIMUM WATER-SOLUBLE CHLORIDE ION CONTENT IN CONCRETE, PERCENT BY

WEIGHT OF CEMENT: 1.00

8) TARGET AIR CONTENT: DO NOT ALLOW AIR CONTENT OF TROWEL-FINISHED

FLOORS TO EXCEED 3 PERCENT

7) MAXIMUM AGGREGATE SIZE: 1 1/2-INCHES

6) MAXIMUM WATER/CEMENT RATIO: 0.45

5) 28-DAY COMPRESSIVE STRENGTH: 4,000 PSI

4) CORROSION PROTECTION CATEGORY (C): CLASS C0

3) WATER EXPOSURE CATEGORY (W): CLASS W0

2) SULFATE EXPOSURE CATEGORY (S): CLASS S0

1) FREEZING AND THAWING EXPOSURE CATEGORY (F): CLASS F0

B) INTERIOR SLABS-ON-GRADE

9) MAXIMUM WATER-SOLUBLE CHLORIDE ION CONTENT IN CONCRETE, PERCENT BY

WEIGHT OF CEMENT: 0.30

8) TARGET AIR CONTENT: 4.5 PERCENT PLUS OR MINUS 1.5 PERCENT

7) MAXIMUM AGGREGATE SIZE: 1 1/2 INCHES

6) MAXIMUM WATER/CEMENT RATIO: 0.55

5) 28-DAY COMPRESSIVE STRENGTH: 3,500 PSI

4) CORROSION PROTECTION CATEGORY (C): CLASS C1

3) WATER EXPOSURE CATEGORY (W): CLASS W0

2) SULFATE EXPOSURE CATEGORY (S): CLASS S0

1) FREEZING AND THAWING EXPOSURE CATEGORY (F): CLASS F0

A) BELOW GRADE FOUNDATIONS AND WALLS

5) MIX DESIGNS SHALL BE PROPORTIONED BASED ON THE FOLLOWING MIX

CHARACTERISTICS;

E) MOISTURE VAPOR REDUCTION: ASTM C494.

D) INHIBITING CHLORIDE INDUCED CORROSION: ASTM C1582.

C) AIR ENTRAINMENT: ASTM C260.

B) PRODUCING FLOWING CONCRETE: ASTM C1017.

A) WATER REDUCTION AND SETTING TIME MODIFICATION: ASTM C494.

4) ADMIXTURES, IF USED, SHALL CONFORM TO THE FOLLOWING:

3) MIXING WATER SHALL CONFORM TO ASTM C1062. MIXING WATER, INCLUDING THAT

PORTION OF MIXING WATER CONTRIBUTED IN THE FORM OF FREE MOISTURE ON

AGGREGATES, SHALL NOT CONTAIN DELETERIOUS AMOUNTS OF CHLORIDE IONS.

2) ALL CONCRETE MIXES SHALL BE COMPRISED OF NORMAL WEIGHT AGGREGATES

CONFORMING TO ASTM C33, EXCEPT WHERE SPECIFICALLY INDICATED AS LIGHTWEIGHT,

IN WHICH CASE AGGREGATES SHALL CONFORM TO ASTM C330.

B) FLY ASH: ASTM C618 CLASS F OR C. THE MAXIMUM PERCENTAGE OF FLY ASH SHALL

NOT EXCEED 25 PERCENT OF THE TOTAL CEMENTITIOUS MATERIAL.

A) PORTLAND CEMENT: ASTM C150 TYPE I OR II UNLESS SPECIFICALLY NOTED

OTHERWISE.

1) CEMENTITIOUS MATERIALS

D. CONCRETE MIXTURES:

C. TOLERANCES: TOLERANCES FOR CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH

"SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS (ACI

117-10) AND COMMENTARY (ACI 117R-10)."

B. CONCRETE CONSTRUCTION CRITERIA: ALL CONCRETE CONSTRUCTION SHALL COMPLY WITH

THE PROVISIONS OF "SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301-16)."

A. DESIGN CRITERIA: THE DESIGN OF CONCRETE IS GOVERNED BY "BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-14) AND COMMENTARY (ACI

318R-14)."

8. CONCRETE CONSTRUCTION NOTES

4) CONSTRUCTION MONITORING: A GEOTECHNICAL ENGINEER SHALL BE RETAINED TO

PROVIDE OBSERVATIONS AND TESTING OF SOILS EXPOSED DURING PROJECT

CONSTRUCTION IN ORDER TO VERIFY THAT SOIL CONDITIONS ARE AS ANTICIPATED.

CONSTRUCTION ACTIVITIES PERTAINING TO EARTHWORK AND OTHER RELATED

ACTIVITIES SHALL ALSO BE OBSERVED BY THE GEOTECHNICAL ENGINEER AS OUTLINED

ABOVE.

3) TRENCH BACKFILL: ALL REQUIRED TRENCH BACKFILL SHALL BE ACCEPTABLE FILL

MATERIAL AS DEFINED ABOVE AND SHALL BE MECHANICALLY COMPACTED IN LAYERS TO

AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY AS DETERMINED BY

ASTM D 698. SOME SETTLEMENT OF THE BACKFILL MAY BE EXPECTED AND ANY

UTILITIES WITHIN THE TRENCHES SHALL BE CONSTRUCTED TO ALLOW THESE

DIFFERENTIAL MOVEMENTS. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

2) EXCAVATION AND TEMPORARY SLOPES: THE CONTRACTOR, DESIGNATED AS

"RESPONSIBLE PERSON" IN OSHA CONSTRUCTION STANDARDS FOR EXCAVATIONS, 29 CFR

PART 1926, IS SOLELY RESPONSIBLE FOR PLANNING AND IMPLEMENTING ALL SAFETY

PROCEDURES DURING CONSTRUCTION. ALL EXCAVATION HEIGHT, SLOPE, AND DEPTH

MUST ADHERE TO ALL SPECIFICATIONS OUTLINED IN LOCAL, STATE, AND FEDERAL

SAFETY REGULATIONS. THE STRUCTURAL ENGINEER DOES NOT ASSUME ANY

RESPONSIBILITY FOR CONSTRUCTION SITE SAFETY OR ANY PARTY'S, INCLUDING THE

CONTRACTOR'S, COMPLIANCE WITH THE APPLICABLE LOCAL, STATE, AND FEDERAL

SAFETY REGULATIONS OR ANY OTHER APPLICABLE REGULATIONS.

1) DRAINAGE CONSIDERATIONS DURING CONSTRUCTION: DUE TO ADVERSE EFFECT ON

STRUCTURES, WATER SHALL NOT BE ALLOWED TO COLLECT IN THE FOUNDATION

EXCAVATION OR ON PREPARED SUBGRADE OF THE CONSTRUCTION AREA EITHER DURING

OR AFTER CONSTRUCTION. UNDERCUT OR EXCAVATED AREAS SHALL BE SLOPED TOWARD

ONE CORNER TO FACILITATE REMOVAL OF ANY COLLECTED RAINWATER, OR POSITIVE

RUNOFF SHALL BE PROVIDED. THE CONTRACTOR SHALL EXERCISE CARE IN CREATING

DRAINAGE PATHS FOR WATER DURING THE CONSTRUCTION PHASE OF THE PROJECT. TO

REDUCE INFILTRATION OF SURFACE WATER AROUND THE PERIMETER OF THE BUILDING

AND BENEATH THE FLOOR SLABS, POSITIVE DRAINAGE SHALL BE PROVIDED DURING ALL

PHASES OF CONSTRUCTION.

D. FOUNDATION MISCELLANEOUS

C) EJ = EXPANSION JOINT

B) SJ = SAWED CONTRACTION JOINT

A) CJ = CONSTRUCTION JOINT

8) SLAB JOINTS: SLAB JOINTS SHALL BE PROVIDED AS SHOWN ON THE PLANS AND

TYPICAL DETAILS AND AS DESCRIBED FURTHER IN THE SLAB-ON-GRADE SCHEDULE. THE

FOLLOWING JOINT TYPES ARE SHOWN ON THE DRAWINGS:

7) ISOLATION JOINTS: PROVIDE SLAB ISOLATION AROUND COLUMNS PENETRATING THE

SLAB-ON-GRADE. PROVIDE 1/2 INCH PREMOLDED EXPANSION JOINT MATERIAL AROUND

PERIMETER OF ISOLATION JOINTS. REFER TO TYPICAL DETAILS AND ADDITIONAL

INFORMATION.

6) MOIST CURING OF SLAB: SLABS-ON-GRADE SHALL BE WATER CURED FOR A MINIMUM OF

7 DAYS BY PONDING, SPRAYING, SPRINKLING OR BY USE OF SATURATED COVERINGS.

CURING COMPOUNDS ARE EXPRESSLY PROHIBITED.

5) EVAPORATION RETARDER: APPLY EVAPORATION RETARDER TO UNFORMED CONCRETE

SURFACES IF HOT, DRY, OR WINDY CONDITIONS CAUSE MOISTURE LOSS APPROACHING

0.2 LB/SQ. FT./H BEFORE AND DURING FINISHING OPERATIONS. APPLY ACCORDING TO

MANUFACTURER'S WRITTEN INSTRUCTIONS AFTER PLACING, SCREEDING, AND BULL

FLOATING OR DARBYING CONCRETE, BUT BEFORE FLOAT FINISHING. A METHODOLOGY

FOR CALCULATING THE MOISTURE LOSS DUE TO EVAPORATION IS PROVIDED IN ACI

305.1-14 "SPECIFICATION FOR HOT WEATHER CONCRETING."

4) VAPOR RETARDER: A 15 MIL VAPOR RETARDER SHALL BE PLACED IMMEDIATELY BELOW

THE CONCRETE SLAB. VAPOR RETARDER SHALL BE SEALED AT ALL LAPS AND SEALED

TO PREVIOUSLY PLACED CONCRETE AS RECOMMENDED BY VAPOR RETARDER

MANUFACTURER. BEFORE PLACING CONCRETE, PATCH AND SEAL ANY RIPS, TEARS OR

HOLES IN VAPOR RETARDER INCURRED DURING CONSTRUCTION.

D) COMPACTED TO 98% STANDARD PROCTOR MAXIMUM DRY DENSITY.

C)PLASTICITY INDEX, PI, SHALL BE LESS THAN OR EQUAL TO 6

B) LESS THAN 5 PERCENT SHALL PASS THE #8 SIEVE

A)100 PERCENT SHALL PASS THE 1½" SIEVE

3) AGGREGATE BASE COURSE: A 4-INCH THICK, FREE-DRAINING AGGREGATE BASE COURSE

SHALL BE PLACED BENEATH THE FLOOR SLAB TO ENHANCE DRAINAGE AND PROVIDE

INCREASED SUBGRADE STRENGTH. AT THE TIME OF THE SLAB PLACEMENT, THE

GRANULAR BASE SHALL BE MOIST, BUT FREE OF ANY STANDING OR SELF-DRAINING

WATER. THE AGGREGATE BASE COURSE MATERIAL SHALL MEET THE FOLLOWING

CRITERIA:

2) CONSTRUCTION MONITORING: CONSTRUCTION ACTIVITY MAY CAUSE DAMAGE AND

DETERIORATION TO THE PREPARED SUBGRADE. A FIELD REPRESENTATIVE OF THE

GEOTECHNICAL ENGINEER SHALL OBSERVE THE FINAL SUBGRADE PRIOR TO PLACEMENT

OF THE SLAB ON GRADE, PERFORM FURTHER TESTING AS NECESSARY, AND DETERMINE

IF ANY REMEDIAL MEASURES ARE NECESSARY PRIOR TO SLAB PLACEMENT.

1) SLAB THICKNESS AND REINFORCING: SLABS-ON-GRADE SHALL BE 6" THICK CONCRETE

REINFORCED WITH #4 BARS AT 18" ON CENTER EACH WAY. REINFORCING BARS SHALL

BE PLACED 1¾" CLEAR FROM TOP OF SLAB USING CHAIRS OR SLAB BOLSTERS

COMPLYING WITH CRSI'S "MANUAL OF STANDARD PRACTICE".

C. SLAB-ON-GRADE CONSTRUCTION

C) ALLOWABLE SKIN FRICTION (NET UPLIFT OR SOIL HEAVE): 2500 PSF

B) ALLOWABLE SKIN FRICTION (DOWNWARD LOADS): 2500 PSF

A) ALLOWABLE END BEARING PRESSURE: 6000 PSF

1) PIER DESIGN PARAMETERS: THE EXISTING BUILDING DRILLED PIER FOUNDATIONS

CAPACITIES ARE BASED ON THE FOLLOWING DESIGN PARAMETERS:

B. DRILLED PIER FOUNDATIONS:

A. A GEOTECHNICAL ENGINEERING REPORT FOR THE ORIGINAL BUILDING CONSTRUCTION WAS

COMPLETED BY AIMRIGHT TESTING & ENGINEERING, DATED NOVEMBER 21, 2011 (PROJECT

NO. 131011).

7. FOUNDATION NOTES

E. ADDITIONAL ITEMS IMPACTING STRUCTURAL DESIGN, INCLUDING BUT NOT LIMITED TO,

ELEVATORS AND MECHANICAL EQUIPMENT WEIGHTS, SHALL BE SUBMITTED TO OWNER'S

REPRESENTATIVE FOR EVALUATION

D. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED

SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY BOTH THE OWNER'S REPRESENTATIVE AND

THE BUILDING OFFICIAL.

C. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE OWNER'S

REPRESENTATIVE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL

WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN

REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING.

3) ANALYSIS OF CONCRETE SLABS FOR SUPPORT OF PROPOSED LIFT EQUIPMENT

2) ROOF MOUNTED EQUIPMENT AND ASSOCIATED ANCHORAGES (FOR KFC FILE ONLY, WILL

NOT BE REVIEWED AND RETURNED)

1) SHORING

B. DEFERRED DESIGN SUBMITTALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE

AND SHALL INCLUDE BOTH SHOP DRAWINGS AND SIGNED AND SEALED CALCULATIONS

PERFORMED BY AN ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED

AND EXPERIENCED IN THE DESIGN OF THE SPECIFIC BUILDING ELEMENT BEING SUBMITTED.

THE FOLLOWING ITEMS ARE CONSIDERED DEFERRED SUBMITTALS:

A. SOME STRUCTURAL AND/OR OTHER BUILDING ELEMENTS ARE DESIGNATED AS

VENDOR-DESIGNED IN THE CONSTRUCTION DOCUMENTS. THESE ELEMENTS HAVE NOT BEEN

INCLUDED IN THE BUILDING PERMIT ISSUED BY THE BUILDING OFFICIAL AND REQUIRE

THEIR DESIGN BE SUBSTANTIATED BY DEFERRED SUBMITTALS.

6. DEFERRED SUBMITTALS

H. THE PROJECT AREA SHALL BE MAINTAINED AS CLEAN AS POSSIBLE WITH DUST BEING

LIMITED AS MUCH AS PRACTICAL.

G. DAMAGE TO PORTIONS OF THE EXISTING STRUCTURE OR OTHER EXISTING BUILDING

COMPONENTS CAUSED BY DEMOLITION OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR

AT THE CONTRACTOR'S EXPENSE AND TO A LEVEL ACCEPTABLE TO THE OWNER'S

REPRESENTATIVE.

F. CORING FOR PIPING OR CONDUIT THROUGH EXISTING STRUCTURAL MEMBERS IS NOT

ALLOWED UNLESS SPECIFICALLY SHOWN IN THE CONTRACT DOCUMENTS OR SPECIFICALLY

ALLOWED BY THE STRUCTURAL ENGINEER IN WRITING.

E. ALL DRILLING, CUTTING, DEMOLITION OR OTHER MODIFICATIONS TO EXISTING

CONSTRUCTION SHALL BE PERFORMED IN A MANNER THAT WILL NOT REDUCE THE STABILITY

OR STRUCTURAL INTEGRITY OF THE EXISTING CONSTRUCTION. WHEN SAW CUTTING,

SPECIAL CARE SHALL BE TAKEN TO NOT OVER CUT INTO AN EXISTING AREA OF STRUCTURE

THAT WILL REMAIN.

D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING UTILITIES, BOTH

CHARTED AND UNCHARTED BEFORE COMMENCING WITH ANY EXCAVATION OR DEMOLITION

WORK. DEPTH OF CONCRETE SAW SHALL BE SET SO AS NOT TO CUT ANY LOCAL EMBEDDED

OR UNDER-FLOOR PIPING OR WIRING WHICH IS TO REMAIN.

C. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL SHORING, PROPS, AND GUYS REQUIRED

FOR THE TEMPORARY SUPPORT OF THE EXISTING STRUCTURE, UTILITIES, ETC. AS MAY BE

NECESSARY TO SAFELY COMPLETE DEMOLITION OR NEW WORK.

B. PRIOR TO DEMOLITION OR INSTALLATION OF NEW WORK, THE CONTRACTOR SHALL MAKE

WRITTEN DOCUMENTATION IF UNFORESEEN CONDITIONS OCCUR IN THE EXISTING

CONSTRUCTION. THESE UNFORESEEN CONDITIONS SHALL BE SUBMITTED TO THE OWNER'S

REPRESENTATIVE FOR REVIEW AND A WRITTEN RESPONSE BEFORE PROCEEDING WITH THE

WORK.

A. ALL VERTICAL AND HORIZONTAL DIMENSIONS, FINISHED FLOOR AND ROOF ELEVATIONS,

PLUMBNESS, AND DETAILS FOR THE EXISTING STRUCTURE SHALL BE VERIFIED IN THE

FIELD PRIOR TO PROCEEDING WITH ANY DEMOLITION OR INSTALLATION OF NEW WORK.

5. EXISTING CONSTRUCTION

2) STRUCTURAL STEEL FRAMING WITH COMPLETED STEEL CONNECTIONS, INCLUDING

PERMANENT VERTICAL AND/OR HORIZONTAL BRACING

1) FOUNDATIONS

E. THE CONTRACTOR SHALL NOT REMOVE TEMPORARY SUPPORTS UNTIL THE INSTALLATION OF

ALL STRUCTURAL ELEMENTS IS COMPLETE AND HAS BEEN ACCEPTED AS COMPLETE BY THE

OWNER'S REPRESENTATIVE. FOR THE PURPOSES OF THIS PARAGRAPH, "ALL STRUCTURAL

ELEMENTS" INCLUDES, BUT IS NOT NECESSARILY LIMITED TO, THE FOLLOWING

STRUCTURAL ELEMENTS:

D. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORES, GUYS, BRACES, AND OTHER

SUPPORTS DURING CONSTRUCTION TO KEEP STRUCTURAL FRAMING COMPONENTS SECURE,

PLUMB, AND IN ALIGNMENT AGAINST TEMPORARY CONSTRUCTION LOADS AND LOADS EQUAL

IN INTENSITY TO DESIGN LOADS. THE TEMPORARY SUPPORTS SHALL BE SUFFICIENT TO

SECURE THE PARTIALLY ERECTED STRUCTURE OR ANY PORTION THEREOF AGAINST LOADS

THAT ARE LIKELY TO BE ENCOUNTERED DURING CONSTRUCTION, INCLUDING THOSE DUE TO

WIND AND THOSE THAT RESULT FROM CONSTRUCTION OPERATIONS.

C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING THE ABILITY OF THE

PARTIALLY COMPLETED OR FULLY COMPLETED STRUCTURE TO RESIST ALL CONSTRUCTION

LOADS INCLUDING BUT ARE NOT NECESSARILY LIMITED TO MATERIAL STAGING, PERSONNEL,

AND EQUIPMENT.

B. THE STRUCTURAL FRAMING SYSTEM AND FOUNDATIONS HAVE BEEN DESIGNED AS A COMPLETE

STRUCTURAL SYSTEM FOR SUPPORT OF THE LOADS INDICATED IN THE CONSTRUCTION

DOCUMENTS. THE STRUCTURE HAS NOT BEEN DESIGNED OR CHECKED FOR TEMPORARY

CONSTRUCTION LOADS NOR HAS IT BEEN DESIGNED OR CHECKED FOR ADEQUACY OR

STABILITY AS A PARTIALLY ERECTED STRUCTURE.

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL TEMPORARY CONSTRUCTION

LOADS CAN BE SAFELY SUPPORTED BY THE STRUCTURE DURING CONSTRUCTION.

4. CONSTRUCTION LOADS AND STABILITY

4) ALL OTHER SHAPES AND PLATES UNLESS NOTED (ASTM A36)....FY = 36 KSI

3) ANCHOR RODS (ASTM F1554, GRADE 36).....................FY = 36 KSI

2) SQUARE AND RECTANGULAR HSS (ASTM A500, GRADE C)........FY = 50 KSI

1) ALL WIDE FLANGE SHAPES (ASTM A992)....................FY = 50 KSI

C. STRUCTURAL STEEL (MINIMUM YIELD STRENGTH)

4) WELDABLE REINFORCING BARS (ASTM A706) .................FY = 60 KSI

3) WELDED DEFORMED WIRE REINFORCEMENT (ASTM A1064)........FY = 70 KSI

2) WELDED PLAIN WIRE REINFORCEMENT (ASTM A1064)...........FY = 65 KSI

1) ALL PLAIN AND DEFORMED BARS (ASTM A615, GRADE 60)......FY = 60 KSI

B. CONCRETE REINFORCEMENT (MINIMUM YIELD STRENGTH)

3) ALL OTHER STRUCTURAL CONCRETE, U.N.O:....................4,000 PSI

2) SLAB-ON-GRADE:...........................................4,000 PSI

1) FOUNDATIONS:.............................................4,000 PSI

A. CONCRETE (MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS, NORMAL WEIGHT

U.N.O.)

3. MATERIAL DESIGN VALUES

11)SEISMIC DESIGN CATEGORY:.........................................B

10)1.0 SEC. DESIGN SPECTRAL ACCELERATION, Sd1:..................0.076

9) 0.2 SEC. DESIGN SPECTRAL ACCELERATION, Sds:..................0.123

8) SITE COEFFICIENT, 1.0 SEC. PERIOD, Fv:........................1.50

7) SITE COEFFICIENT, 0.2 SEC. PERIOD, Fa:........................1.30

6) 1.0 SEC. MAPPED SPECTRAL ACCELERATION, S1:...................0.076

5) 0.2 SEC. MAPPED SPECTRAL ACCELERATION, Ss:...................0.142

4) SOIL SITE CLASSIFICATION:........................................C

3) SEISMIC IMPORTANCE FACTOR, Ie:................................1.25

2) RISK CATEGORY: ................................................III

1) GOVERNING CODE:..........................................ASCE 7-16

F. SEISMIC DESIGN CRITERIA:

10)RAIN ON SNOW SURCHARGE LOAD:................................5 PSF

9) MINIMUM FLAT ROOF SNOW LOAD, I*Pg:.........................11 PSF

8) CALCULATED FLAT ROOF SNOW LOAD, Pf:.......................7.7 PSF

7) ROOF SLOPE FACTOR, Cs:........................................1.0

6) THERMAL FACTOR, Ct:...........................................1.0

5) EXPOSURE FACTOR, Ce:..........................................1.0

4) EXPOSURE OF ROOF: ..............................PARTIALLY EXPOSED

3) GROUND SNOW LOAD, Pg:......................................10 PSF

2) SNOW IMPORTANCE FACTOR, Is:...................................1.1

1) GOVERNING CODE:.........................................ASCE 7-16

E. SNOW LOADS:

8) NOMINAL DESIGN WIND SPEED, Vasd:............................89 MPH

7) ULTIMATE DESIGN WIND SPEED, Vult:..........................115 MPH

6) DIRECTIONALITY FACTOR, KD:....................................0.85

5) TOPOGRAPHIC FACTOR, KZT:.......................................1.0

4) INTERNAL PRESSURE COEFFICIENT, GCPI:.......