18-416 Bid CombDWG 20210223_Part1.pdf

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

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

PROJECT SITE MAP

PROJECT LOCATION MAP

SIGNATURE BLOCK

MEDICAL CENTER DIRECTOR DATE

ASSOCIATE MEDICAL CENTER DIRECTOR DATE

CHIEF OF STAFF DATE

CHIEF OF ENGINEERING SERVICES DATE

SAFETY OFFICER DATE

INDUSTRIAL HYGIENIST DATE

INFECTION CONTROL OFFICER DATE

PRESIDENT AFGE 2250 DATE

ENERGY ENGINEER DATE

ASSOCIATE DIRECTOR PATIENT CARE SERVICES DATE

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COVER SHEET

1 6WRS

UPGRADE CHILLER PLANT

1011 HONOR HEIGHTS DR,

MUSKOGEE, OK 74401

FEBRUARY 22, 2021

100% BID DOCUMENTS

623-16-10118-416

UPGRADE CHILLER PLANT

1011 HONOR HEIGHTS DR,

MUSKOGEE, OK 74401

VA PROJECT #: 623-16-101 APOGEE PROJECT #: 18-416

RBK

MUSKOGEE VAMC

MUSKOGEE VAMC

DocuSign Envelope ID: 48BA7B65-BF21-435C-8DD2-617C81DA6FEC

2/23/2021

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

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BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

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TRUE NORTH ARROW

PROJECT NORTH ARROW

A8.1

EXTERIOR ELEVATION

SYMBOL

DETAIL #

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A8.1

A8.1

A8.1

BUILDING SECTION

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WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

ROOM

NAME

101A

NORTH

PLAN

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0 4 8 16

GENERAL CONSTRUCTION: WORK INCLUDES GENERAL CONSTRUCTION REPLACEMENT OF CAMPUS CHILLERS, PUMPS, HEAT EXCHANGERS CONTROLS AND COOLING TOWERS. WORK TO INCLUDE ASSOCIATED SWITCHGEAR AND MOTOR CONTROL CENTERS. WORK ALSO INCLUDES, NEW CATWALK AROUND COOLING

TOWERS, ROOFING REPLACEMENT AND MISCELLANEOUS ARCHITECTURAL IMPROVEMENTS.

BID ITEM II (ALTERNATE BID DEDUCT NO.1) :

EXISTING LIGHT TO REMAIN. PLEASE REFER TO ED102.

BID ITEM III (ALTERNATE BID DEDUCT NO.2) :

REMOVE PLATE AND FLAME HEAT EXCHANGER. REUSE EXISTING UNIT BUT THE UNIT STILL NEEDS TO BE RELOCATED AND REINSTALLED. PLEASE REFER TO M-101.

BID ITEM IV (ALTERNATE BID DEDUCT NO.3) :

REMOVE STRUCTURAL MEZZANINE FLOOR FOR DOMESTIC WATER HEATER EQUIPMENT ACCESS. REMOVE STRUCTURAL MEZZANINE ACCESS PLATFORM AND

LADDER TO ACCESS EXISTING EXHAUST FAN. PLEASE REFER TO S-102.

BID ITEM IV (ALTERNATE BID DEDUCT NO.4) :

REMOVE DEMOLITION WORK FOR CONC PAD ON FIRST FLOOR (1 EA.) REMOVE DEMOLITION WORK FOR CONC PAD ON MEZZANINE LEVEL (1 AE). PLEASE REFER

TO S-101 AND S-102.

BID ITEM IV (ALTERNATE BID DEDUCT NO.5) :

REMOVE FLOORING FINISHES IN CHILLER PLANT 104 FROM SCOPE. PLEASE REFER TO AD-101.

BID ITEM IV (ALTERNATE BID DEDUCT NO.6) :

REMOVE NEW FINISHES FROM ENGINEERING OFFICE 106 FROM SCOPE. PLEASE REFER TO SHEET AE-101.

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

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

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GENERAL INFORMATION

2 6WRS

UPGRADE CHILLER PLANT

1011 HONOR HEIGHTS DR,

MUSKOGEE, OK 74401

FEBRUARY 22, 2021

100% BID DOCUMENTS

623-16-10118-416

RBK

GENERAL SYMBOL LEGEND

BID DEDUCT ALTERNATES

DRAWING LIST

M-601 MECHANICAL SCHEDULES 18 48

M-602 MECHANICAL SCHEDULES 19 48

MD711 FIRST FLOOR MECHANICAL DEMOLITION PLAN - PHASE 1 20 48

MD712 MEZZANINE MECHANICAL DEMOLITION PLAN - PHASE 1 21 48

MD713 ROOF MECHANICAL DEMOLITION PLAN - PHASE 1 22 48

M-711 FIRST FLOOR MECHANICAL PLAN - PHASE 1 23 48

M-712 MEZZANINE MECHANICAL PLAN - PHASE 1 24 48

M-713 ROOF MECHANICAL PLAN - PHASE 1 25 48

MD721 FIRST FLOOR MECHANICAL DEMOLITION PLAN - PHASE 2 26 48

MD722 MEZZANINE MECHANICAL DEMOLITION PLAN - PHASE 2 27 48

MD723 ROOF MECHANICAL DEMOLITION PLAN - PHASE 2 28 48

M-721 FIRST FLOOR MECHANICAL PLAN - PHASE 2 29 48

M-722 MEZZANINE MECHANICAL PLAN - PHASE 2 30 48

M-723 ROOF MECHANICAL PLAN - PHASE 2 31 48

MD731 FIRST FLOOR MECHANICAL DEMOLITION PLAN - PHASE 3 32 48

MD732 MEZZANINE MECHANICAL DEMOLITION PLAN - PHASE 3 33 48

M-731 FIRST FLOOR MECHANICAL PLAN - PHASE 3 34 48

M-732 MEZZANINE MECHANICAL PLAN - PHASE 3 35 48

MD741 FIRST FLOOR MECHANICAL DEMOLITION PLAN - PHASE 4 36 48

MD742 MEZZANINE MECHANICAL DEMOLITION PLAN - PHASE 4 37 48

MD743 ROOF MECHANICAL DEMOLITION PLAN - PHASE 4 38 48

M-741 FIRST FLOOR MECHANICAL PLAN - PHASE 4 39 48

M-742 MEZZANINE MECHANICAL PLAN - PHASE 4 40 48

M-743 ROOF MECHANICAL PLAN - PHASE 4 41 48

M-901 FIRST FLOOR MECHANICAL 3D VIEW 42 48

M-902 MEZZANINE MECHANICAL 3D VIEW 43 48

M-903 ROOF MECHANICAL 3D VIEW 44 48

M-904 CHILLED WATER PIPING ISOMETRIC VIEWS - PHASE 1 AND PHASE 2 45 48

M-905 CHILLED WATER PIPING ISOMETRIC VIEWS - PHASE 3 AND PHASE 4 46 48

M-906 CONDENSER WATER PIPING ISOMETRIC VIEWS - PHASE 1 AND PHASE 2 47 48

M-907 CONDENSER WATER PIPING ISOMETRIC VIEWS - PHASE 3 AND PHASE 4 48 48

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 19

ES101 ELECTRICAL SITE PLAN 2 19

ED101 FIRST FLOOR ELECTRICAL DEMOLITION PLAN 3 19

ED102 FIRST FLOOR LIGHTING DEMOLITION PLAN 4 19

ED103 MEZZANINE ELECTRICAL DEMOLITION PLAN 5 19

ED104 MEZZANINE LIGHTING DEMOLITION PLAN 6 19

ED105 ROOF ELECTRICAL & LIGHTING DEMOLITION PLAN 7 19

EL101 FIRST FLOOR LIGHTING PLAN 8 19

EL102 MEZZANINE LIGHTING PLAN 9 19

EP101 FIRST FLOOR ELECTRICAL PLAN 10 19

EP102 MEZZANINE ELECTRICAL PLAN 11 19

EP103 ROOF ELECTRICAL AND LIGHTING PLAN 12 19

E-501 ELECTRICAL DETAILS 13 19

E-601 ELECTRICAL EQUIPMENT SCHEDULES 14 19

E-602 CAMPUS ELECTRICAL ONE-LINE DIAGRAM DEMOLITION 15 19

E-603 CAMPUS ELECTRICAL ONE-LINE DIAGRAM NEW WORK 16 19

E-604 BUILDING 52 ELECTRICAL ONE-LINE DIAGRAM DEMOLITION AND NEW WORK 17 19

E-605 PANEL SCHEDULES 18 19

E-701 MECHANICAL SCHEDULE 19 19

DRAWING LIST

GENERAL

G-001 COVER SHEET 1 6

G-002 GENERAL INFORMATION 2 6

G-003 SITE PLAN 3 6

G-101 PRE CONSTRUCTION RISK ASSESSMENT (PCRA) 4 6

LS101 FIRST FLOOR LIFE SAFETY PLAN 5 6

LS102 MEZZANINE LEVEL LIFE SAFETY PLAN 6 6

STRUCTURAL

S-001 ABBREVIATIONS, SYMBOL LEGEND, AND GENERAL STRUCTURAL NOTES 1 8

S-002 SPECIAL INSPECTIONS 2 8

S-101 PARTIAL FOUNDATION DEMO AND PLAN 3 8

S-102 MEZZANINE PARTIAL PLAN DEMO AND PARTIAL PLAN FRAMING 4 8

S-103 PARTIAL ROOF DEMO AND FRAMING 5 8

S-104 COOLING TOWER DEMO AND FRAMING PLAN 6 8

S-501 DETAILS 7 8

S-502 DETAILS 8 8

ARCHITECTURAL

AG001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS AND NOTES 1 10

AD101 FIRST FLOOR DEMOLITION PLAN 2 10

AD102 MEZZANINE LEVEL DEMOLITION PLAN 3 10

AD103 ROOF DEMOLITION PLAN 4 10

AE101 FIRST FLOOR PLAN 5 10

AE102 MEZZANINE LEVEL PLAN 6 10

AE103 ROOF PLAN 7 10

AE201 SOUTH STAIR PLAN, SECTIONS AND DETAILS 8 10

AE301 GATE ELEVATION, SECTION AND DETAILS 9 10

AE501 ROOF DETAILS 10 10

FIRE SUPPRESSION

FX001 FIRE SUPPRESSION GENERAL INFORMATION 1 4

FX101 FIRST FLOOR FIRE SUPPRESSION PLAN 2 4

FX102 MEZZANINE LEVEL FIRE SUPPRESSION PLAN 3 4

FX103 ROOF LEVEL FIRE SUPPRESSION PLAN 4 4

MECHANICAL

M-001 MECHANICAL GENERAL INFORMATION 1 48

M-002 PROJECT PHASING PLAN 2 48

M-101 FIRST FLOOR MECHANICAL OVERALL PLAN 3 48

M-102 MEZZANINE MECHANICAL OVERALL PLAN 4 48

M-103 ROOF MECHANICAL OVERALL PLAN 5 48

M-301 MECHANICAL SECTIONS 6 48

M-302 MECHANICAL SECTIONS 7 48

M-303 MECHANICAL SECTIONS 8 48

M-501 CHILLED WATER PIPING SCHEMATIC 9 48

M-502 CONDENSER WATER PIPING SCHEMATIC 10 48

M-503 COOLING TOWER PIPING SCHEMATIC 11 48

M-504 CHILLER PLANT CONTROL SCHEMATIC AND POINTS LIST 12 48

M-505 MECHANICAL CONTROLS 13 48

M-506 MECHANICAL CONTROLS 14 48

M-507 CONTROL POINTS LIST 15 48

M-508 SEQUENCES OF OPERATION 16 48

M-509 MECHANICAL DETAILS 17 48

TEMPORARY EQUIPMENT REQUIRED - GENERATOR DRIVEN CHILLER (500 TONS) COOLING TOWER (1000 TON) AND CHILLER CHILLER (500 TON) CHILLER (500 TON) -

*WHILE THE TEMPORARY CHILLER IS ON SITE AND IN OPERATION, THERE WILL BE A BRIEF POWER INTERUPTION, DURING WHICH THE ONLY COOLING AVAILABLE WILL BE PROVIDED BY THE TEMPORARY CHILLER. THIS WILL REDUCE

THE PLANT CAPACITY TO 500 TONS.

*TEMPORARY CHILLER ON SITE AFTER PHASE 1 SHALL BE SUPPLIED ELECTRICAL POWER

FROM THE CHILLER PLANT. SEE ELECTRICAL PLANS.

*A BREIF POWER INTERUPTION WILL BE

REQUIRED DURING PHASE 4, DURING WICH NO

EQUIPMENT CAN BE ENERGIZED.

TOTAL NOMINAL CAPACITY (RT) NO CHANGE 950 1450 1500 1650 1500

DESCRIPTION

PUMPING AND ELECTRICAL EQUIPMENT REPLACED DURING

THIS PHASE SHALL BE DONE IN A MANNER THAT DOES NOT

AFFECT PLANT CAPACITY. THE GOALS OF WORK DONE

DURING THIS PHASE ARE TO PREPARE THE PLANT FOR

OPERATION WITH TEMPORARY COOLING TOWER AND

CHILLER. THIS WILL INCLUDE THE DEMOLITION AND

REPLACEMENT OF VARIOUS PUMPING AND ELECTRICAL

EQUIPMENT. TEMPORARY CHILLER SHALL BE ON SITE AND

OPERATIONAL BEFORE THE NEXT STEP CAN BEGIN.

AFTER THE TEMPORARY CHILLER IS IN PLACE AND

OPERATIONAL, MODIFICATIONS THAT WILL REQUIRE THE

DRAINING OF THE MAIN CONDENSER WATER PIPING CAN

BEGIN.

EXISTING COOLING TOWERS CONNECTED TO THE

CONDENSER WATER MAINS SHALL BE DEMOLISHED.

STRUCTURAL MODIFICATIONS SHALL BE MADE TO

ACCOMMODATE THE NEW COOLING TOWERS AND NEW

COOLING TOWERS INSTALLED.

EXISTING CHILLER 3 AND COOLING TOWER 3

SHALL BE DEMOLISHED AND REPLACED.

STRUCTURAL MODIFICATIONS WILL BE

REQUIRED TO COMPLETELY INSTALL COOLING

TOWER 3.

EXISTING CHILLER 1 SHALL BE DEMOLISHED

AND REPLACED ALONG WITH VARIOUS

EQUIPMENT.

EXISTING CHILLER 2 SHALL BE DEMOLISHED

AND REPLACED ALONG WITH VARIOUS

EQUIPMENT.

MODIFICATION AND PREPERATION CRITICAL

EX 52-CT-1 AND EX 52-CT-2 DEMOLITION AND

REPLACEMENT

EX 52-CT-3 AND EX 52-CH-3 DEMOLITION AND

REPLACEMENT EX 52-CH-1 DEMOLITION AND REPLACEMENT EX 52-CH-2 DEMOLITION AND REPLACEMENT

PHASE 1 PHASE 2 PHASE 3 PHASE 4

PHASING PLAN

GENERAL NOTES:

1. EQUIPMENT/TOOLS AND MEANS/METHODS REQUIRED TO DO THE WORK IN EACH PHASE SHALL BE ARRANGED BY GC AND OTHER CONTRACTORS.

2. THIS PHASING PLAN IS A GUIDELINE FOR GC TO DEVELOP A DETAILED PHASING PLAN AND SUBMIT TO VA FOR APPROVAL PRIOR TO START OF ANY WORK.

3. GC SHALL DEVELOP FINAL PHASING PLAN IN COORDINATION WITH ALL OTHER CONTRACTORS.

4. FOLLOW DISCIPLINE SPECIFIC DRAWINGS FOR DETAILED WORK SEQUENCE.

5. CONTRACTOR SHALL ENSURE THAT DURING ANY PHASE A MINIMUM OF TWO CHILLERS ARE OPERATIONAL.

CONDITIONS FOR CHILLER PLANT SHUTDOWN:

SHUT DOWN CAN OCCUR ONLY OUTSIDE NORMAL WORKING HOURS, STARTING FRIDAY AFTERNOON AND FINISHING BY SUNDAY AFTERNOON AND MEETING THE FOLLOWING CONDITIONS.

1. ALL EQUIPMENT/PARTS AND MATERIAL ARE SUBMITTED FOR APPROVAL AND ARE APPROVED BY VA.

2. ALL EQUIPMENT/PARTS AND MATERIAL REQUIRED FOR THE WORK HAS BEEN ORDERED AND INSPECTED, TESTING HAS BEEN WITNESSED BY VA AND MATERIAL HAS BEEN RELEASED FOR SHIPMENT.

3. ALL EQUIPMENT/PARTS AND MATERIAL REQUIRED FOR THE WORK SHALL BE STORED IN A BONDED WAREHOUSE IN MUSKOGEE, OK. BONDED WAREHOUSE SHALL BE WITHIN 15 MILE RADIUS FROM THE SITE.

4. OA TEMPERATURE IS LESS THAN 50 F.

5. THE TOTAL SHUTDOWN DURATION OF 48 HRS SHALL INCLUDE SHUTTING OFF THE PLANT, DRAINING THE WATER FROM THE SYSTEM, COMPLETING THE RENOVATION WORK, FILLING THE SYSTEM WITH WATER, VERIFICATION OF CONTROLS AND SAFETIES AND PUTTING THE PLANT BACK IN OPERATION.

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BLDG 53

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BLDG 1C

BLDG 1E

BLDG 1B

BLDG 24

BLDG 22

BLDG 44

BLDG 59T

BLDG 57

BLDG 47

BLDG 26

BLDG 38

BLDG 11BLDG 18

BLDG 50

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Engineers Architects

## KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

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

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SITE PLAN

3 6GTS

UPGRADE CHILLER PLANT

1011 HONOR HEIGHTS DR,

MUSKOGEE, OK 74401

FEBRUARY 22, 2021

100% BID DOCUMENTS

623-16-10118-416

TM

Scale: 1" = 40'-0"

SITE PLAN

A. CONTRACTOR SHALL PROVIDE TEMPORARY

ENTRANCES AND SCAFFOLDING TO PROVIDE

CONSTRUCTION ACCESS TO ROOF CONSTRUCTION

AREA.

B. CONTRACTOR TO ENSURE THAT SCAFFOLDING

AND PROTECTIVE MEASURES COMPLY WITH ALL

OSHA REQUIREMENTS. CONTRACTOR WILL BE

RESPONSIBLE FOR DESIGN AND ENGINEERING OF

SCAFFOLDING AND PROTECTIVE MEASURES.

C. CONTRACTOR SHALL BE REQUIRED TO INSPECT

ALL SCAFFOLDING AND PROTECTIVE MEASURES

DAILY TO ENSURE THEY ARE SAFE AND COMPLY

WITH OSHA REQUIREMENTS.

D. CONTRACTOR SHALL REPAIR ALL AREAS DAMAGED

OR DISTURBED DURING CONSTRUCTION. THIS

INCLUDES BUILDING FINISHES, EXTERIOR OR

INTERIOR, LANDSCAPE, SIDEWALKS, PAVING OR

ANY AREA DAMAGED BY THE CONSTRUCTION

WORK. RESTORE AREAS TO ORIGINAL CONDITION.

E. DUMPSTER AND TRASH CHUTE LOCATIONS ARE TO

BE COORDINATED WITH THE COR PRIOR TO

LOCATION ON SITE.

F. CONTRACTOR SHALL PROVIDE A SECURE, OFF-

SITE STORAGE FACILITY FOR STORING ALL NEW

EQUIPMENT AND CONSTRUCTION MATERIALS. NO

ON-SITE STORAGE WILL BE PERMITTED.

COORDINATE ALL MATERIAL DELIVERIES WITH THE

COR MINIMUM ONE WEEK PRIOR TO DELIVERY.

G. CONTRACTOR SHALL PREPARE A PLAN OF THE LAY

DOWN/SECURITY FENCE AREA WITH LOCATION ALL

ELEMENTS INCLUDING DUMPSTER AND TRASH

CHUTE/COLLECTION AREA.

H. CONTRACTOR AND ALL PERSONNEL AND

SUBCONTRACTORS SHALL NOT PARK PRIVATE OR

CONSTRUCTION VEHICLES ON SITE. COORDINATE

PARKING REQUIREMENTS WITH THE COR.

I. CONTRACTOR SHALL COORDINATE ANY WORK

THAT PRODUCES EXCESSIVE NOISE WITH THE

COR. TO BE PERFORMED DURING OFF HOURS.

J. CONTRACTOR SHALL RESTORE ALL LANDSCAPING,

HARDSCAPING AND SITE ELEMENTS TO THE

ORIGINAL CONDITION AT THE COMPLETION OF

CONSTRUCTION. CONTRACTOR WILL

PHOTOGRAPH AND DOCUMENT EXISTING

CONDITIONS PRIOR TO INSTALLING FENCING,

SCAFFOLDING OR STATING ANY CONSTRUCTION

WORK.

0 4020 80

NORTH

PLAN

01 LOCATION OF TEMPORARY COOLING TOWER.

02 LOCATION OF TEMPORARY 500 TON CHILLER AND

FLAT BED TRUCK.

03 AREA DESIGNATED LOCATION OF CRANE FOR ALL

ITEMS TO BE LOADED ON ROOF. CONTRACTOR

MAY SUBMIT ALTERNATE LOCATION TO COR FOR

CONSIDERATION. CRANE LIFTS MAY ONLY BE ON

SUNDAYS BETWEEN THE HOURS OF 6:00AM THRU

6:00PM.

04 SUGGESTED CONTRACTOR LAY DOWN AREA FOR

TEMPORARY STAGING OF EQUIPMENT AND

MATERIAL TO BE LOADED ONTO THE ROOF BY

CRANE. COORDINATE FINAL STAGING AREA

LOCATION WITH THE VA COR.

05 LOCATION OF EXISTING ELECTRICAL

TRANSFORMER.

06 PROVIDE PROTECTIVE BARRIER IN AREAS

DESIGNATED AT A MINIMUM DURING PERIODS

WHEN WORK IS BEING PERFORMED ON THE

ROOF.

07 DELIVERIES AT DOCK WILL BE ALLOWED FROM

6PM TO 10PM ONLY. ALL OTHER EQUIPMENT AND

MATERIAL DELIVERIES DURING THE HOURS OF

7AM-5PM MUST BE SCHEDULED WITH THE COR.

08 EXISTING FDC LOCATION TO REMAIN.

09 FIRE TRUCK ACCESS TO BE MAINTAINED.

10 TEMPORARY TRAILER LOCATION FOR

CONTRACTORS. COORDINATE FINAL LOCATION

WITH VA COR.

11 DESIGNATED CONTRACTOR PARKING AREA.

PARKING SPACES WILL BE EXTREMELY LIMITED.

COORDINATE FINAL LOCATION WITH VA COR.

12 AREA DESIGNATED LOCATION FOR CONTRACTOR

PROVIDED PORT-O-JOHNS

13 FRONT GATE ACCESS WILL BE RESTRICTED. ALL

CONTRACTORS SHALL USE THIS ENTRANCE TO

ACCESS THE PROJECT LOCATION. COORDINATE

ACCESS WITH VA COR.

Scale: 1/4" = 1'-0"

ENLARGED SITE PLAN 0 2 4 8

NORTH

PLAN

UPGRADE CHILLER

PLANT BUILDING 52

623-16-101

Margaret Kelly

UPGRADE CHILLER

PLANT BUILDING 52 623-16-101

UPGRADE CHILLER

PLANT BUILDING 52 623-16-101

UPGRADE CHILLER

PLANT BLDG 52

623-16-101

UPGRADE CHILLER PLANT BLDG 52

UPGRADE CHILLER PLANT BLDG 52

623-16-101

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

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

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PRE CONSTRUCTION RISK ASSESSMENT

(PCRA)

4 6GTS/LG

UPGRADE CHILLER PLANT

1011 HONOR HEIGHTS DR,

MUSKOGEE, OK 74401

FEBRUARY 22, 2021

100% BID DOCUMENTS

623-16-10118-416

TM

DUST CONTROL PLAN NOTES

A. THIS PROJECT INCLUDES CONSTRUCTION ENTRY VESTIBULE -

CONSTRUCTION ANTEROOM. THEY SHALL BE USED WHEN GOING

INTO CONSTRUCTION AREA AND LEAVING THE CONSTRUCTION AREA

AND TIGHT SEALS SHALL BE MAINTAINED AT THE FULL PERIMETER OF

WALLS AND WALL PENETRATIONS. ANY DUST SHALL BE IMMEDIATELY

CLEANED IF TRACKED OUTSIDE OF THE CONSTRUCTION BARRIER.

UPON COMPLETION OF THE CONSTRUCTION PHASE, DUST BARRIERS

SHALL BE REMOVED CAREFULLY AFTER VA COR'S APPROVAL TO

MINIMIZE SPREADING OF DUST AND THE CONTRACTOR SHALL HAVE

TEMPORARY DUST PROTECTION IN PLACE BEFORE REMOVAL OF A

PERMANENT BARRIER.

INTERNAL DEMOLITION AND CONSTRUCTION ACTIVITIES DUST AND

DEBRIS CONTROL

B. USE EXTERIOR WINDOW AS PRIMARY CONSTRUCTION ACCESS AS

INDICATED ON GC103.

C. TRAFFIC CONTROL: DESIGNATED ENTRY AND EXIT PROCEDURES

SHALL BE DEFINED. EGRESS PATHS SHALL BE FREE OF DEBRIS;

DESIGNATED ELEVATORS SHALL BE USED DURING SCHEDULED

TIMES; AND ONLY AUTHORIZED PERSONNEL SHALL BE ALLOWED TO

ENTER THE CONSTRUCTION ZONE. SIGNAGE SHALL DIRECT

PEDESTRIAN TRAFFIC AWAY FROM THE CONSTRUCTION AREA AND

MATERIALS.

D. CONTRACTOR SHALL USE TWO CARTS TO TRANSFER

CONSTRUCTION MATERIAL AND OUT OF THE PROJECT - CLEAN CART

SHALL BE USED; THE NOT-SO-CLEAN CART SHALL BE USED BETWEEN

THE MAIN ENTRY AND THE CONSTRUCTION STAGING PREP AREA.

E. DEMOLITION DEBRIS: DEBRIS SHALL BE REMOVED IN CARTS WITH

TIGHTLY FITTED COVERS, USING DESIGNATED TRAFFIC ROUTE.

EFFORTS SHALL BE MADE TO MINIMIZE USE OF ELEVATORS WITH AN

EMPHASIS ON TRANSPORT DURING THE LOWEST PERIOD OF

ACTIVITY. DEBRIS SHALL BE REMOVED DAILY AND AT TIMES

SPECIFIED BY THE COR. IF CHUTES ARE USED TO DIRECT DEBRIS

OUTSIDE, HIGH EFFICIENCY PARTICULATE AIR (HEPA) FILTERED

NEGATIVE AIR MACHINES SHALL BE USED, AND THE CHUTE OPENING

SHALL BE SEALED WHEN NOT IN USE. FILTERS SHALL BE BAGGED

AND SEALED BEFORE BEING TRANSPORTED OUT OF THE

CONSTRUCTION AREA. THE CONTRACTOR SHALL NOT HAUL DEBRIS

THROUGH PATIENT-CARE AREAS WITHOUT PRIOR APPROVAL OF THE

COR.

F. EXTERIOR WINDOWS: EXISTING WINDOWS SHALL BE PROTECTED TO

PREVENT DAMAGE BY ADJACENT CONSTRUCTION WORK.

VENTILATION AND ENVIRONMENTAL CONTROLS

G. AIR SYSTEM FLOW: THE COR VERIFY AND ACKNOWLEDGE

CONTRACTOR WHETHER THE CONSTRUCTION AREA USES

FRESH/OUTSIDE OR RE-CIRCULATED AIR; FILTERS SHALL BE ADDED

OR RETURN VENTS COVERED AS NEEDED WITH FILTER MATERIAL OR

PLASTIC. AIR MUST FLOW FROM CLEAN TO DIRTY PLACES.

H. NEGATIVE AIR PRESSURE: THE AIR WITHIN THE CONSTRUCTION AREA

SHALL BE NEGATIVE WITH RESPECT TO SURROUNDING AREAS AND

WITH NO DISRUPTION OF AIR SYSTEMS OF ADJACENT AREAS. USE OF

THE NEGATIVE AIR PRESSURE SYSTEM WITHIN THE ENCLOSURE TO

REMOVE DUST SHALL PASS AIR THROUGH AN INDUSTRIAL GRADE

PORTABLE HEPA FILTER CAPABLE OF FILTRATION RATES OF 300-800

CUBIC FEET PER MINUTE. EXHAUST AIR DIRECTLY TO THE OUTSIDE IF

APPROVED BY COR IF EXHAUST SHALL BE TIED INTO A RE-

CIRCULATED AIR SYSTEM, PRE-FILTER AND HEPA FILTER SHALL BE

USED BEFORE EXHAUST TO PREVENT CONTAMINATION OF THE

DUCTS.

I. ADJACENT AREAS: THE STATUS OF SEALED PENETRATIONS AND

INTACT CEILING SHALL BE VERIFIED DAILY.

J. AIR EXCHANGE RATES AND PRESSURE RELATIONSHIPS: VAMC AND

CONTRACTOR SHALL VERIFY AND MAINTAIN PROPER RATES IN

CRITICAL AREAS NEAR CONSTRUCTION ACTIVITY AND ENSURE AIR IS

NOT BEING RE-CIRCULATED WITHOUT FILTRATION FROM THE

CONSTRUCTION AREA ELSEWHERE. PROVIDE AIR PRESSURE

TESTING THROUGHOUT THE PROJECT IN THE FREQUENCY AS

IDENTIFIED BY THE COR.

CONTAMINATION OF PATIENT ROOMS, SUPPLIES, EQUIPMENT AND

RELATED AREAS

K. WORKSITE CLOTHING: CONTRACTOR PERSONNEL CLOTHING SHALL

BE FREE OF LOOSE SOIL AND DEBRIS BEFORE LEAVING THE

CONSTRUCTION AREA. IF PROTECTIVE APPAREL IS NOT WORN (E.G.,

COVERALLS, FOOTGEAR AND HEADGEAR) A HEPA-FILTERED VACUUM

SHALL BE USED TO REMOVE DUST FROM CLOTHING BEFORE

LEAVING THE BARRICADE. THE CONTRACTOR SHALL CONSTRUCT AN

ANTEROOM FOR CHANGING CLOTHING AND STORING EQUIPMENT

(DESIGNATED AREA. ALL EQUIPMENT, TOOLS, TOOL CARTS, AND

MATERIALS TRANSPORTED THROUGH OCCUPIED AREAS SHALL BE

MADE FREE FROM DUST AND MOISTURE BY VACUUMING AND WET

WIPING BEFORE THEIR REMOVAL FROM THE CONSTRUCTION ZONE

OR WORK AREA.

L. POST CONSTRUCTION: DO NOT REMOVE BARRIERS AND KEEP ALL

HVAC ISOLATION UNTIL CONTRACTOR HAS CLEANED CONSTRUCTION

SITE, VA EMS STAFF HAS DONE A TERMINAL CLEANING, AND VA

INFECTIOUS DISEASE CONTROL HAS INSPECTED AND APPROVED THE

CLEANING.

GENERAL

M. PROVIDE TEMPORARY 1-HOUR RATED SLAB-TO-SLAB BARRIERS

CONSIST OF 3-5/8" METAL STUD FRAMING WITH 5/8" GYPSUM BOARD

ON BOTH SIDES. BARRIERS SHALL BE INSPECTED BY VA PCRA STAFF

PRIOR TO START OF CONSTRUCTION IN SPACE. MAINTAIN NEGATIVE

PRESSURE VENTILATION IN THE CONSTRUCTION SPACE.

N. PROVIDED HARD DOOR FOR ANTEROOM FOR CONSTRUCTION

ACCESS.

O. USE ISOLATION CART FOR ALL WORK IN THIS AREA.

P. PROVIDE TWO STICKY MATS AT EACH CONSTRUCTION ACCESS POINT

IN ALL PHASES.

Q. PROVIDE TWO STICKY MATS AT EACH CONSTRUCTION ACCESS POINT

IN ALL PHASES.

R. VA REQUIRES THAT ALL APPLICABLE PERMITS BE COMPLETED AND

APPROVED PRIOR TO BEGINNING ANY WORK ON STATION.

PERMITS INCLUDE:

ICRA, PCRA, ILSM, ABOVE CEILING, FIRE/SMOKE

WALL, UTILITY, FIRE SPRINKLER, FIRE ALARM SYSTEM, MEDICAL

GASES, CONFINED SPACE AND HOT WORK.

SHEET NOTES:

V F

D

3 3 3

V F

D V

F D

VFD VFDVFD

VFD

VFD

VF

D

VFD

VFD

VFD

V

FD

VFDVFDVFDVFDVFD VFD

UP

DN

G

6.A

F.5 F E.5 E

6B

7A

8A

G.5HH.5

TRANSFORMER

VAULT

TOILET

CHILLER

PLANT

STORAGE

WATER

SAMPLING

ENGINEERING

OFFICE

CORRIDOR

DISTANCE: 67'-7''

D

IS

T A

N C

E

DISTANCE: 83'-10''

D

IS

T A

N C

E

D

IS

T A

N C

E

DISTANCE: 123'-6''

FEC 2

FEC 2 FEC 2

FEC 2

FEC 2

TRANSFORMER

VAULT

LOADING

DOCK AREA

LOADING

DOCK AREA

CHILLER

PLANT

CHILLER

PLANT

LOADING

DOCK AREA

OCCUPANCY CLASSIFICATION

(NFPA 2018 101 SECTION 4.1):

OCCUPANCY BUILDING, SPRINKLERED

TYPE I-B (EXISTING CONSTRUCTION) INDUSTRIAL GENERAL

AND HIGH HAZARD

MEANS OF EGRESS:

FIRE STAIR (NFPA 7.2.8)

MIN. EXIT WIDTH: 32" CLEAR (NFPA 101.2.1.2.2)

OCCUPANT LOAD: (NFPA 7.3.12)

INDUSTRIAL: NA

CAPACITY FACTORS: (NFPA 101.7.3.3):

STAIRS: 0.3

OTHER: 0.2

GENERAL NOTE:

EXISTING INDUSTRIAL OCCUPANCY:

NUMBER OF EXITS: 1 EXIT / LESS THAN 100 OCCS. (NFPA

101.2.4.2 exc. 2) CURRENT PLAN INDICATED 2 EXITS.

COMMON PATH OF TRAVEL DISTANCE: NA

(NFPA 101.39.2.5.3 exc. 1)

TOTAL TRAVEL DISTANCE: 300' (NFPA 101.39.2.6)

200'-0" MAX. TOTAL TRAVEL

DISTANCE TO AN EXIT

(NFPA 2018: 101-426 /

TABLE A.7.6)

FEC 1 FIRE EXTINGUISHER CABINET

- FULLY RECESSED - EXISTING

FEC 2 FIRE EXTINGUISHER CABINET

- SURFACE MOUNTED - EXISTING

FEC (E)

EXISTING FIRE EXTINGUISHER CABINET

TOTAL SQUARE

FOOTAGE:

FIRST FLOOR:

MEZZANINE:

16,850 GSF

10,180 SF

6,670 SF

INDUSTRIAL - SPECIAL PURPOSE

OCCUPANTS/ SF - NA

EGRESS LEGEND

REQUIRED # OF

EXITS

(per IBC 1015.1)

2 EXITS - FIRST FLOOR

1 EXIT - MEZZANINE

OCCUPANCY:

EGRESS

REQUIRED:

1.

2.

EGRESS WIDTH

(per IBC 1005.1) - EXIT DOORS =

36"/(0.20) = 180 PPL

EXIT STAIRS = EXISTING

EXIT ACCESS

TRAVEL

(per IBC TABLE 1016.1)

300'-00" MAXIMUM DISTANCE

FULLY SPRINKLERED

COMMON PATH

OF TRAVEL

(per IBC Chapter 1014.3)

100'-00" MAXIMUM

TRAVEL

DISTANCE

INCREASE

(per NFPA 101-19.2.6.2.1)

150'-0" MAXIMUM DISTANCE, WHEN NOT

WHOLLY IN A SMOKE COMPARTMENT.

DEAD END

CORRIDOR

NA

INCREASE TRAVEL DISTANCE 50FT IF

BUILDING IS SPRINKLED

A. SEE SHEETS AG001 FOR SYMBOLS AND

ABBREVIATIONS.

B. REFER TO PLUMBING DRAWINGS FOR

INFORMATION CONCERNING PLUMBING

FIXTURES AND PIPING SYSTEM(S).

C. REFER TO MECHANICAL DRAWINGS FOR

INFORMATION CONCERNING HVAC SYSTEM(S).

D. REFER TO ELECTRICAL DRAWINGS FOR

INFORMATION CONCERNING POWER, LIGHTING

AND COMMUNICATION SYSTEM(S).

E. ALL EXISTING FIRE RATED ASSEMBLIES SHALL

REMAIN.

F. EXTEND FIRE RATED PARTITIONS, BARRIERS,

AND OTHER SEPARATIONS TO BOTTOM OF

ROOF/FLOOR DECK ABOVE (OR AS DIRECTED

BY UL ASSEMBLY) AND TO EXTERIOR

WALL. SEAL JOINT BETWEEN EDGES OF

PARTITION WITH FIRE RATED SEALANT AND/OR

INTUMESCENT ASSEMBLY.

G. ALL PENETRATIONS OF FIRE-RATED

ASSEMBLIES SHALL BE FIRE-SEALED IN

ACCORDANCE WITH APPROVED

MANUFACTURER'S DETAIL FOR LOCATION,

TYPE OF CONSTRUCTION, PENETRATING ITEM

AND RATING REQUIRED.

H. ALL DUCTWORK, DIFFUSERS AND GRILLES

PENETRATING FIRE-RATED WALLS, CEILINGS

AND FLOORS SHALL HAVE THE APPROPRIATE

TYPE OF FIRE/SMOKE DAMPER IN

ACCORDANCE WITH THE TYPE OF

CONSTRUCTION BEING PENETRATED AND THE

FIRE/SMOKE RATING REQUIRED.

I. ALL LIGHT FIXTURES AND ELECTRICAL DEVICES

PENETRATING FIRE-RATED ASSEMBLIES SHALL

BE UL-LISTED FOR INSTALLATION IN THE

ASSEMBLY OR SHALL BE INSTALLED SUCH

THAT THE FIRE-RATING IS NOT COMPROMISED.

J. SMOKE RESISTANT CONSTRUCTION SHALL

MEET THE REQUIREMENTS OF ALL APPLICABLE

CODES. AREA SHALL BE SEPARATED FROM THE

REMAINDER OF THE BUILDING BE

CONSTRUCTION CAPABLE OF RESISTING THE

PASSAGE OF SMOKE. THE PARTITIONS SHALL

EXTEND FROM THE FLOOR TO THE UNDERSIDE

OF THE FLOOR OR ROOF ASSEMBLY ABOVE.

DOORS SHALL BE SELF OR AUTOMATIC

CLOSING. DOORS SHALL NOT HAVE AIR

TRANSFER OPENINGS AND SHALL NOT BE

UNDERCUT IN EXCESS OF CLEARANCE

PERMITTED WITH ACCORDANCE TO NFPA 80.

K. STORAGE OF ANY FLAMMABLE OR

COMBUSTIBLE LIQUIDS IS UNDERSTOOD TO

NOT BE WITHIN THE BUILDING. STORAGE OF

ANY MATERIAL IS TO BE IN COMPLIANCE WITH

ALL APPLICABLE CODES AND AUTHORITIES

HAVING JURISDICTION

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

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

/1

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LS101

FIRST FLOOR LIFE SAFETY PLAN

5 6WRS

UPGRADE CHILLER PLANT

1011 HONOR HEIGHTS DR,

MUSKOGEE, OK 74401

FEBRUARY 22, 2021

100% BID DOCUMENTS

623-16-10118-416

TM

0 4 8 16

NORTH

PLAN

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

FIRST FLOOR LIFE SAFETY PLAN

EGRESS INFORMATION

LIFE SAFETY LEGEND

CODE INFORMATION

PROPOSED USE:

OWNED BY: FEDERAL GOVERNMENT

CODE ENFORCEMENT JURISDICTION: FEDERAL

APPLICABLE CODES:

GENERAL CODE INFORMATION:

RENOVATION (EXISTING BUILDING)

CONSTRUCTION TYPE:

SPRINKLERED

PRIMARY OCCUPANCY:

PROJECT NAME:

PROJECT ADDRESS:

OWNER OR AGENT:

NFPA 101

I-B

INDUSTRIAL

2018 International Building Code 2018 International Energy Conservation Code 2018 International Mechanical Code 2018 International Fire Code 2020 National Electrical Code 2018 NFPA Life Safety Code

UPGRADE CHILLER PLANT

1011 HONOR HEIGHTS DR,

MUSKOGEE, OK 74401

JACK C. MONTGOMERY VAMC

2018 International Plumbing Code ABA Standards

N

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

DN UP

G

6.A

F.5 F E.5 E

6B

7A

8A

G.5HH.5

MEZZANINE

TELECOMMUNICATION

ROOM

OFFICE

OFFICE

OFFICE

TOILET

OFFICE

CORRIDOR

D

IS

T A

N C

E

DISTANCE: 172'-0''

D

IS

TAN

C E: 1

'-4

OPEN TO BELOW

D

IS

T A

N C

E

D

IS

TA

N C E : 1

'-0

A. SEE SHEETS AG001 FOR SYMBOLS AND

ABBREVIATIONS.

B. REFER TO PLUMBING DRAWINGS FOR

INFORMATION CONCERNING PLUMBING

FIXTURES AND PIPING SYSTEM(S).

C. REFER TO MECHANICAL DRAWINGS FOR

INFORMATION CONCERNING HVAC SYSTEM(S).

D. REFER TO ELECTRICAL DRAWINGS FOR

INFORMATION CONCERNING POWER, LIGHTING

AND COMMUNICATION SYSTEM(S).

E. ALL EXISTING FIRE RATED ASSEMBLIES SHALL

REMAIN.

F. EXTEND FIRE RATED PARTITIONS, BARRIERS,

AND OTHER SEPARATIONS TO BOTTOM OF

ROOF/FLOOR DECK ABOVE (OR AS DIRECTED

BY UL ASSEMBLY) AND TO EXTERIOR

WALL. SEAL JOINT BETWEEN EDGES OF

PARTITION WITH FIRE RATED SEALANT AND/OR

INTUMESCENT ASSEMBLY.

G. ALL PENETRATIONS OF FIRE-RATED

ASSEMBLIES SHALL BE FIRE-SEALED IN

ACCORDANCE WITH APPROVED

MANUFACTURER'S DETAIL FOR LOCATION,

TYPE OF CONSTRUCTION, PENETRATING ITEM

AND RATING REQUIRED.

H. ALL DUCTWORK, DIFFUSERS AND GRILLES

PENETRATING FIRE-RATED WALLS, CEILINGS

AND FLOORS SHALL HAVE THE APPROPRIATE

TYPE OF FIRE/SMOKE DAMPER IN

ACCORDANCE WITH THE TYPE OF

CONSTRUCTION BEING PENETRATED AND THE

FIRE/SMOKE RATING REQUIRED.

I. ALL LIGHT FIXTURES AND ELECTRICAL DEVICES

PENETRATING FIRE-RATED ASSEMBLIES SHALL

BE UL-LISTED FOR INSTALLATION IN THE

ASSEMBLY OR SHALL BE INSTALLED SUCH

THAT THE FIRE-RATING IS NOT COMPROMISED.

J. SMOKE RESISTANT CONSTRUCTION SHALL

MEET THE REQUIREMENTS OF ALL APPLICABLE

CODES. AREA SHALL BE SEPARATED FROM THE

REMAINDER OF THE BUILDING BE

CONSTRUCTION CAPABLE OF RESISTING THE

PASSAGE OF SMOKE. THE PARTITIONS SHALL

EXTEND FROM THE FLOOR TO THE UNDERSIDE

OF THE FLOOR OR ROOF ASSEMBLY ABOVE.

DOORS SHALL BE SELF OR AUTOMATIC

CLOSING. DOORS SHALL NOT HAVE AIR

TRANSFER OPENINGS AND SHALL NOT BE

UNDERCUT IN EXCESS OF CLEARANCE

PERMITTED WITH ACCORDANCE TO NFPA 80.

K. STORAGE OF ANY FLAMMABLE OR

COMBUSTIBLE LIQUIDS IS UNDERSTOOD TO

NOT BE WITHIN THE BUILDING. STORAGE OF

ANY MATERIAL IS TO BE IN COMPLIANCE WITH

ALL APPLICABLE CODES AND AUTHORITIES

HAVING JURISDICTION

OCCUPANCY CLASSIFICATION

(NFPA 2018 101 SECTION 4.1):

OCCUPANCY BUILDING, SPRINKLERED

TYPE I-B (EXISTING CONSTRUCTION) INDUSTRIAL GENERAL

AND HIGH HAZARD

MEANS OF EGRESS:

FIRE STAIR (NFPA 7.2.8)

MIN. EXIT WIDTH: 32" CLEAR (NFPA 101.2.1.2.2)

OCCUPANT LOAD: (NFPA 7.3.12)

INDUSTRIAL: NA

CAPACITY FACTORS: (NFPA 101.7.3.3):

STAIRS: 0.3

OTHER: 0.2

GENERAL NOTE:

EXISTING INDUSTRIAL OCCUPANCY:

NUMBER OF EXITS: 1 EXIT / LESS THAN 100 OCCS. (NFPA

101.2.4.2 exc. 2) CURRENT PLAN INDICATED 2 EXITS.

COMMON PATH OF TRAVEL DISTANCE: NA

(NFPA 101.39.2.5.3 exc. 1)

TOTAL TRAVEL DISTANCE: 300' (NFPA 101.39.2.6)

200'-0" MAX. TOTAL TRAVEL

DISTANCE TO AN EXIT

(NFPA 2018: 101-426 /

TABLE A.7.6)

FEC 1 FIRE EXTINGUISHER CABINET

- FULLY RECESSED - EXISTING

FEC 2 FIRE EXTINGUISHER CABINET

- SURFACE MOUNTED - EXISTING

FEC (E)

EXISTING FIRE EXTINGUISHER CABINET

TOTAL SQUARE

FOOTAGE:

FIRST FLOOR:

MEZZANINE:

16,850 GSF

10,180 SF

6,670 SF

INDUSTRIAL - SPECIAL PURPOSE

OCCUPANTS/ SF - NA

EGRESS LEGEND

REQUIRED # OF

EXITS

(per IBC 1015.1)

2 EXITS - FIRST FLOOR

1 EXIT - MEZZANINE

OCCUPANCY:

EGRESS

REQUIRED:

1.

2.

EGRESS WIDTH

(per IBC 1005.1) - EXIT DOORS =

36"/(0.20) = 180 PPL

EXIT STAIRS = EXISTING

EXIT ACCESS

TRAVEL

(per IBC TABLE 1016.1)

300'-00" MAXIMUM DISTANCE

FULLY SPRINKLERED

COMMON PATH

OF TRAVEL

(per IBC Chapter 1014.3)

100'-00" MAXIMUM

TRAVEL

DISTANCE

INCREASE

(per NFPA 101-19.2.6.2.1)

150'-0" MAXIMUM DISTANCE, WHEN NOT

WHOLLY IN A SMOKE COMPARTMENT.

DEAD END

CORRIDOR

NA

INCREASE TRAVEL DISTANCE 50FT IF

BUILDING IS SPRINKLED

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

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

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LS102

MEZZANINE LEVEL LIFE SAFETY PLAN

6 6WRS

UPGRADE CHILLER PLANT

1011 HONOR HEIGHTS DR,

MUSKOGEE, OK 74401

FEBRUARY 22, 2021

100% BID DOCUMENTS

623-16-10118-416

TM

CODE INFORMATION

0 4 8 16

NORTH

PLAN

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

MEZZANINE LEVEL LIFE SAFETY PLAN

LIFE SAFETY LEGEND

EGRESS INFORMATION

PROPOSED USE:

OWNED BY: FEDERAL GOVERNMENT

CODE ENFORCEMENT JURISDICTION: FEDERAL

APPLICABLE CODES:

GENERAL CODE INFORMATION:

RENOVATION (EXISTING BUILDING)

CONSTRUCTION TYPE:

SPRINKLERED

PRIMARY OCCUPANCY:

PROJECT NAME:

PROJECT ADDRESS:

OWNER OR AGENT:

NFPA 101

I-B

INDUSTRIAL

2018 International Building Code 2018 International Energy Conservation Code 2018 International Mechanical Code 2018 International Fire Code 2020 National Electrical Code 2018 NFPA Life Safety Code

UPGRADE CHILLER PLANT

1011 HONOR HEIGHTS DR,

MUSKOGEE, OK 74401

JACK C. MONTGOMERY VAMC

2018 International Plumbing Code ABA Standards

N

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

American Welding Society

American National Standards Institute

American Society for Testing and Materials

American Iron and Steel Institute

American Institute of Steel Construction

American Institute of Architects

American Concrete Institute

CC Carried Column

CIP Cast In Place

Addition

Alternate

Air Condition

Aggregate

Anchor BoltAB

ALT

A/C

AGGR

ADD

Angle

And

Asphalt

Approximate

AIA

ACI

AISI

ANSI

ASTM

AISC

L

ASPH

ARCH

APPROX

AWS

Average

Bottom

Bearing

Bending Moment

Base Plate

Building

Center

Ceiling

Center to Center

Center of Gravity

Bottom of Deck

M

BOT

BRG

B PL

AVG

CG

CEN

CLG

BLDG

B/D

AssemblyASSY

Architect or Architectural

Column

Clear

Channel

Concrete

Control Joint

Connection

Cubic Yard

Cubic Foot

Continuous

Construction

C

CJ

CONN

CONC

COL

CLR

CY

CF

CMU

CMP

CONT

CONST

Diagonal

Detail

Ditto

Diameter

Double Angle

Dimensions

Drawing

Douglas Fir

2L

DO

DIM

DIA

DIAG

DET

DF

DWG

DoubleDBL

Concrete Masonry Units

Corrugated Metal Pipe

C/C

AluminumAL

MB Machine Bolt

Glu lam BeamGLB

Quarter

Radius

Reference

Reinforce, Reinforced, QTR

REF

RAD

REINF

Round

Required

Section

Schedule

Revise or Revision

South

Similar

Steel

Standard

Square

Specifications

Sheet

Stock

Tangent

Symmetrical

Structural

Strut Force

Through

Top of Concrete

Top and Bottom

Tongue & Groove

Tolerance

Thick

Top of Footing or Top of Foundation

RD

REV

SECT

SCHED

REQD

S

SIM

STL

STD

SQ

SPECS

SHT

SYM

STK

TAN

SF

STRUCT

TOL

T/F

T/C

T & B

T & G

THRU

THK

Typical

Total

Transverse

Top of Steel

Top of Masonry

Vertical

Verify in the Field

Unless Noted

Unless Noted Otherwise

Top of Concrete Wall

West

Without

With

Work Point

Wide Flange

Welded Wire Fabric

Yard

T/S

T/M

TYP

TOT

TRANS

UNO

UN

VIF

VERT

W

W

WWF

WP

W/O

W/

YD

T/W

Reinforcement, or Reinforcing

Long

Light

Length

Laminated

Longitudinal

LAM

LGTH

LG

LT

LONGIT

Each

East

EF

EA

E

EW

ELECT Electric or Electrical

Each way

Each face

Mark

Metal

Maximum

Material

Maximum

Mechanical

Manufacturer

LLH

LLBB

LLV

MK

MAX

MECH

MATL

MAX

MET

MFR

Medium

Mezzanine

Minimum

Minute

Miscellaneous

Mixture

North

Nominal

Near Side

Near Face

Multiple

MED

MIN

MEZZ

MIX

MISC

MIN

NF

N

NOM

NS

MULT

EQ

ENGR

ETC

EST

EXCAV

EQUIP

EXT

EJ

EXIST

X-STR

X-HVY

Etcetera

Extra Strong

Extra Heavy

Exterior

Expansion Joint

Existing

Excavate

Estimate

Equipment

Equal

Engineer

FS

FF

FT or '

FIN

FIG

FBM

FTG

FD

FRMG

FND

FLR

Framing

Foundation

Footing

Floor Drain

Floor

Finish

Figure

Feet Board Measure

Feet or Foot

Far Side

Far Face

FabricationFAB

Opposite

Opening

On Center

Number

Perpendicular

Permanent

Original

OPP

OPNG

OC

OD

PERP

PERM

d

ORIG

Point

Plate

Pound

Plywood

Project

PT

PL

PLYWD

PSF

PCF

LB

PROJ

PSI

Piece, Pile CapPC

GEN

GI

GALV

GRND

GR

HEX

HGT

HORIZ

S

IN or " Inches

I Beam

Horizontal

Hexagon

Height

Ground

Grade

General (Notes)

Galvanized Iron

Galvanize

Joint

Joist

ID

JT

JST

KO

K

Knockout

Kip (1,000 lbs)

Inside Diameter

Include or IncludedINCL

Not to ScaleGage or Gauge NTSGA

Elevation LHEELEV

Pounds Per Square Inch

Pounds Per Square Foot

Pounds Per Cubic Foot

Penny (Nails, etc)

Outside Diameter

Long Leg Vertical

Long Leg Horizontal

Long Leg Back To Back

Low Hydrogen Electrode

General Structural NotesGSN

Top of SteelTOS

LEGEND:

GSN = GENERAL STRUCTURAL NOTES

UNO = UNLESS NOTED OTHERWISE

INDICATES TUBE COLUMN

INDICATES WIDE FLANGE COLUMN

INDICATES BEAM SPLICE

INDICATES FOOTING SIZE. SEE SCHEDULE.

F1

SYMBOLS AND ABBREVIATIONS FOR CONCRETE (as per ACI)

SLOPE DIRECTION DOWN

MISCELLANEOUS ELEVATION

FLOOR OR STEEL ELEVATION

REQUIRED NUMBER OF HEADED SHEAR STUDS

RIGID CONNECTION

CAMBER UP

00'-0"

00'-0"

(00'-0")

C=0"

[00]

STEEL ELEVATION

SPAN DIRECTION

To Indicate Size of Deformed Bar.#

Clear

Bottom

Bent

Each Face

Column Tie

Each Way

Limits of Area Covered By Bars

Direction in Which Bars Extend

Spacing Center to Center

Spiral

Stirrup

Plain Bar

Outside Face

Near Face

Inside Face

Top

Straight

Far Face

AT

EF

CT

CL

BOT

BT

EW

T

STR

SP

STIR

PL

OF

NF

IF

FF

Plain Rounds, as Spirals/

INDICATES STD PIPE COLUMN

Construction Management Civil Engineering Surveying

9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Calibre Engineering, Inc.

Calib er

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

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

18-416

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A

M

S-001

ABBREVIATIONS, SYMBOL LEGEND, AND

GENERAL STRUCTURAL NOTES

1 8MBT

UPGRADE CHILLER PLANT

MUSKOGEE VAMC

1101 HONOR HEIGHTS DR

MUSKOGEE, OK 74401

FEBRUARY 22, 2021

100% BID DOCUMENTS

623-16-101

GMG

SYMBOL LEGEND

ABBREVIATIONSGENERAL STRUCTURAL NOTES

STRUCTURAL STEEL

1. STRUCTURAL STEEL SHALL BE DESIGNED, DETAILED, FABRICATED AND ERECTED IN

ACCORDANCE WITH THE AISC 'SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS' AND

'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES' (LATEST EDITION

AND SUPPLEMENTS).

2. ALL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992.

3. ALL CHANNELS, ANGLES, PLATES & BARS SHALL CONFORM TO ASTM A36. UNLESS NOTED

OTHERWISE.

4. ALL PIPE COLUMNS SHALL CONFORM TO ASTM A53 (TYPES E OR S), GRADE B OR ASTM

A501.

5. ALL SQUARE OR RECTANGULAR TUBING SECTIONS SHALL CONFORM TO ASTM A500,

GRADE B, OR ASTM A501 WITH Fy= 46 KSI.

6. ALL SIMPLE BEAM TO BEAM OR COLUMN CONNECTION PLATE MATERIAL, INCLUDING

BEARING PLATES, GUSSET PLATES, STIFFENER PLATES, FILLER PLATES, ETC. SHALL

CONFORM TO A36, UNLESS NOTED OTHERWISE.

7. ALL CONNECTION ANGLE MATERIAL SHALL CONFORM TO ASTM A36 UNLESS NOTED

OTHERWISE.

8. CONNECTING OR SPLICING OF STRUCTURAL STEEL NOT SHOWN ON THE DRAWINGS IS

PROHIBITED WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECT/

ENGINEER-OF-RECORD.

9. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS OF ALL

STRUCTURAL STEEL, FOR ARCHITECT'S REVIEW BEFORE FABRICATION. SHOP DRAWINGS

SHALL SHOW THE ERECTION PROCEDURES AND DETAILS. THE ICC REPORT, INCLUDING

VERTICAL LOAD AND DIAPHRAGM SHEAR CAPACITY SHALL BE FURNISHED.

10. BOLT HOLES IN STEEL SHALL BE 1/16 INCH LARGER THAN NOMINAL SIZE OF BOLT USED.

HOLE SIZES FOR A307 AND A449 ANCHOR BOLTS MAY BE MADE OVERSIZE TO FACILITATE

ERECTION AS FOLLOWS:

a. BOLTS 3/4 TO 1 INCH: 5/16" LARGER THAN NORMAL SIZE OF BOLT.

b. BOLTS 1 TO 2 INCH: 1/2" LARGER THAN NORMAL SIZE OF BOLT.

c. BOLTS OVER 2 INCHES: 1" LARGER THAN NORMAL SIZE OF BOLT.

IF A449 ANCHOR BOLTS ARE OVERSIZED, AN ASTM F436 HARDENED WASHER SHALL BE

INSTALLED UNDER THE BOLT HEAD AND THE NUTS SHALL MEET THE REQUIREMENTS OF

ASTM A563.

12. SEE SPECIFICATIONS FOR FINISH/PAINTING REQUIREMENTS FOR STRUCTURAL STEEL

SURFACES. VERIFY WITH ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR

ADDITIONALREQUIREMENTS.

13. WELDED JOINTS SHALL CONFORM TO THE PREQUALIFIED JOINT DETAILS AS INDICATED IN

THE STRUCTURAL WELDING CODE (AWS D1.1) BY THE AMERICAN WELDING SOCIETY.

14. ALL WELDING SHALL BE BY WELDERS HOLDING CURRENT VALID CERTIFICATES AND

HAVING CURRENT EXPERIENCE IN TYPE OF WELD CALLED FOR. WELDING RODS TO BE

LOW HYDROGEN TYPE, E70.

15. ALL GROOVE WELDS TO BE FULL PENETRATION UNLESS NOTED. FULL PENETRATION

WELDS AND ALL BUTT WELDED SPLICES OR CONNECTIONS SHALL BE ULTRASONICALLY

TESTED AND INSPECTED BY AN INDEPENDENT TESTING LABORATORY TO CERTIFY ALL

SPLICES AS MEETING OR EXCEEDING STRENGTH OF MATERIALS SPLICED. REDUCTION IN

TESTING MAY BE MADE IN ACCORDANCE WITH THE BUILDING CODE WITH APPROVAL OF

THE ENGINEER. TWO COPIES OF ALL TEST REPORTS AND A LETTER OF SUCH

CERTIFICATION SHALL BE SUBMITTED TO THE ARCHITECT.

16. WELDS MAY BE MADE IN SHOP OR FIELD WITH APPROVAL.

17. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED.

WELD SIZE SHALL BE AISC MINIMUM PER AISC SECTION J2.1b AND 2.2b UNLESS A LARGER

SIZE IS NOTED.

18. WELD TEST AND INSPECTIONS, SEE SPECIFICATIONS.

19. EXCEPT AS SUBSEQUENTLY NOTED, HIGH STRENGTH BOLTS NEED NOT BE TIGHTENED

BEYOND THE SNUG-TIGHT CONDITION, AS DEFINED IN SECTION 8.(c) OF THE

SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. FOR

CONNECTIONS SUBJECT TO DIRECT TENSION, CONNECTIONS FOR BRACED FRAMES, AND

OTHER CONNECTIONS SHOWN OR NOTED ON THE PLANS AS SC (SLIP CRITICAL) OR FULLY

TENSIONED, BOLTS SHALL BE TIGHTENED BY ONE OF THE METHODS DESCRIBED IN

SECTION 8.(d) AND TO THE MINIMUM TENSION SPECIFIED IN SECTION 8.(d), TABLE 4.

20. SEE MECHANICAL DRAWINGS FOR MECHANICAL EQUIPMENT SUPPORT FRAMING.

21. COLD GALVANIZE ALL FIELD WELDS ON HOT DIPPED GALVANIZED STEEL.

GENERAL

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. NOTIFY

COR OF ANY DISCREPANCIES

2. DO NOT SCALE THE DRAWINGS.

3. GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS APPLY UNLESS NOTED OTHERWISE ON

PLANS, ELEVATIONS, DETAILS AND SPECIFICATIONS. IN CASE OF CONFLICT THE GREATER

REQUIREMENT GOVERNS.

4. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED

STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.

5. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE

RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR

PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK,

FOR THE ACTS OF OMISSIONS OF THE CONTRACTOR, SUB-CONTRACTORS OR ANY OTHER

PERSONS PERFORMING AN OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY

OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

6. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE

DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING

AND SHORING FOR LOADS DUE TO HYDROSTATIC, EARTH, WIND OR SEISMIC FORCES,

CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL

ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.

7. NOTIFY THE STRUCTURAL ENGINEER VIA COR THROUGH THE ARCHITECT WHEN DRAWINGS BY

OTHERS SHOW OPENINGS, POCKETS, ETC., NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT

WHICH ARE LOCATED IN THE STRUCTURAL MEMBER.

8. ALL SPECIFICATIONS AND CODES NOTED SHALL BE THE LATEST APPROVED EDITIONS AND

REVISIONS BY THE GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THIS PROJECT.

9. COST OF ADDITIONAL FIELD AND OFFICE WORK NECESSITATED BY REQUESTS BY THE

CONTRACTOR FOR AN OPTION OR DUE TO ERRORS OR OMISSIONS IN CONSTRUCTION SHALL BE

BORNE BY THE CONTRACTOR. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. HE SHALL BE

RESPONSIBLE FOR ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND HE SHALL

COORDINATE ALL DETAILS.

10. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR

THE SEAL OF AN ENGINEER REGISTERED IN OKLAHOMA.

11. UNLESS NOTED OTHERWISE, DETAILS ON STRUCTURAL DRAWINGS ARE TYPICAL AS INDICATED

BY CUTS, REFERENCES OR TITLE.

12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.

13. FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO THE START OF SHOP

DRAWINGS OR CONSTRUCTION.

14. EXISTING CONDITIONS REQUIRING MODIFICATIONS TO DOCUMENTS FOR PROPOSED

CONSTRUCTION SHALL BE IMMEDIATELY SUBMITTED TO THE COR.

CODE AND DESIGN CRITERIA

1. BUILDING CODE: LATEST EDITION OF U.S. DEPARTMENT OF VETERANS AFFAIRS DESIGN GUIDES, STANDARDS, AND MANUALS.

2018 INTERNATIONAL BUILDING CODE (IBC)

2. EXISTING DESIGN DEAD LOADS PER HUIT-ZOLLARS DRAWINGS, AS-BUILTS DATED 05/03/2001:

a. ROOF

CONCRETE SLAB ----------------------------------------------------------------- 75 PSF PIPE HANGERS ------------------------------------------------------------------- 20 PSF TAR AND GRAVEL --------------------------------------------------------------- 6 PSF RIGID INSULATION -------------------------------------------------------------- 9 PSF

TOTAL 110 PSF

b. MEZZANINE CONCRETE SLAB ----------------------------------------------------------------- 100 PSF PIPE HANGERS -------------------------------------------------------------------- 20 PSF

TOTAL 120 PSF

EXISTING LIVE LOADS PER HUIT-ZOLLARS DRAWINGS, AS-BUILTS DATED 05/03/2001:

c. ROOF -------------------------------------------------------------------------------- 40 PSF

d. FLOORS, MECHANICAL ROOM --------------------------------------------- 150 PSF

3. ELEVATED COOLING TOWER PLATFORM WALKWAY

a. LIVE LOAD ------------------------------------------------------------------------- 60 PSF

4 WIND DESIGN DATA:

a. BASIC WIND SPEED ------------------------------------------------------------ 120 MPH (ULTIMATE)

b. EXPOSURE ------------------------------------------------------------------------ C

c. INTERNAL PRESSURE COEFFICIENT------------------------------------ +/- 0.18

5. SEISMIC DESIGN DATA:

a. BUILDING RISK CATEGORY------------------------------------------------- IV

b. STRUCTURE IMPORTANCE FACTOR (IE) ------------------------------ 1.50

c. NON-STRUCTURAL COMPONENT IMPORTANCE FACTOR (IP) - 1.50

d. SS ------------------------------------------------------------------------------------ 0.142g

e. S1 ------------------------------------------------------------------------------------- 0.076g

f. SITE CLASS ---------------------------------------------------------------------- D

g. SDS ---------------------------------------------------------------------------------- 0.152g

h. SD1----------------------------------------------------------------------------------- 0.122g

i. SEISMIC DESIGN CATEGORY--------------------------------------------- C

6. GROUND SNOW LOAD---------------------------------------------------------- 10 PSF

SNOW IMPORTANCE FACTOR (IE)------------------------------- ---------- 1.20

CONCRETE AND MASONRY ADHESIVE ANCHORS

1. ADHESIVE ANCHORS SHALL NOT BE USED UNLESS SPECIFICALLY DETAILED ON DRAWINGS OR

APPROVED BY THE STRUCTURAL ENGINEER.

2. ADHESIVE ANCHORS IN NORMAL-WEIGHT HARDROCK CONCRETE SHALL BE BY HILTI, INC. (ICC NO.

ESR-3187; HIT-HY 200 ADHESIVE) OR ICC APPROVED EQUIVALENT.

3. ADHESIVE ANCHORS IN GROUT FILLED CMU SHALL BE BY HILTI, INC. (ICC NO. ESR-3963; HIT-HY 200

ADHESIVE) OR ICC APPROVED EQUIVALENT.

4. MINIMUM EMBEDMENT IN NORMAL-WEIGHT HARDROCK CONCRETE SHALL BE THE TABULATED

VALUE IN THE ICC REPORT THAT EXCEEDS SIX BOLT DIAMETERS OF THE ANCHOR SPECIFIED BUT

NOT LESS THAN AS INDICATED ON PLANS OR IN DETAILS.

REINFORCING STEEL

1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE `BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318) AND THE `MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' BY CRSI AND WCRSI, AS MODIFIED BY THE PROJECT DRAWINGS

AND SPECIFICATIONS.

2. DEFORMED REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 GRADE 60, EXCEPT TIES, STIRRUPS AND REINFORCING BARS IN NON-STRUCTURAL CONCRETE SUCH AS SLABS ON GRADE, WHICH MAY BE GRADE 40, UNLESS NOTED OTHERWISE.

3. WELDING OF REINFORCING SHALL BE WITH LOW HYDROGEN ELECTRODES IN CONFORMANCE WITH 'RECOMMENDED PRACTICES FOR WELDING REINFORCING STEEL, ETC.', AMERICAN WELDING SOCIETY, AWS

D1.4. WELDING OF REINFORCING STEEL IS LIMITED TO A706 REBAR.

4. ALL REINFORCING BAR BENDS SHALL BE MADE COLD.

5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.

6. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL MESH AND ONE HALF, WHICH EVER

IS GREATER.

7. SPLICES SHALL BE MADE ONLY AS AND WHERE INDICATED ON THE STRUCTURAL DRAWINGS.

8. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE, SPACING AND

NUMBER AS THE SPECIFIED VERTICAL REINFORCING, U.N.O.

9. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE

INSPECTION OCCURS.

10. PROVIDE SHOP DRAWINGS AND FABRICATE AFTER THE COR'S REVIEW. ALL SPLICE LOCATIONS ARE SUBJECT

TO APPROVAL. PLACE REBAR PER CRSI STANDARDS.

CONCRETE

1. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE', ACI 318, AND THE `SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS', ACI 301, LATEST EDITIONS, WITH MODIFICATIONS AS NOTED ON THE DESIGN DRAWINGS OR SPECIFICATIONS.

2. REINFORCED CONCRETE DESIGN IS BY THE ULTIMATE STRENGTH DESIGN METHOD.

3. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND SHALL BEAR THE SEAL OF A CIVIL

ENGINEER LICENSED IN THE STATE OF OKLAHOMA.

4. THE CONCRETE MIXTURES SHALL BE BASED ON THE FOLLOWING EXPOSURE CATEGORIES AND CLASSES.

a. MINIMUM SULFATE EXPOSURE CLASS ----------------------- S1

b. CORROSION PROTECTION OF REINF. CLASS ------------- C1

c. PERMEABILITY EXPOSURE CLASS ----------------------------- P0

d. FREEZING AND THAWING EXPOSURE CLASS ------------- F1

e. WATER CEMENT RATIO MAXIMUM W/CM ------------------- 0.45

5. SCHEDULE OF STRUCTURAL CONCRETE 28-DAY STRENGTHS AND TYPES:

LOCATION IN STRUCTURE STRENGTH (PSI) TYPE

CONCRETE SLAB 4000 HARD ROCK

ALL CONCRETE UNO 4000 HARD ROCK

6. PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE II.

7. AGGREGATE FOR HARD ROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF ASTM C33 AND PROJECT SPECIFICATIONS. EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF THE STRUCTURAL ENGINEER. USE 1" MAX

AGGREGATE SIZE.

8. CONCRETE MIXING OPERATIONS, ETC., SHALL CONFORM TO ASTM C94.

9. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI STANDARD 304 AND PROJECT SPECIFICATIONS. SANDBLAST ALL

CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED.

10. PLACING OF CONCRETE SHALL CONFORM TO ACI 305 "HOT WEATHER CONCRETING" AND ACI 306 "COLD WEATHER CONCRETE"

WHEN APPLICABLE.

11. CLEAR COVERAGE OF CONCRETE OVER REINFORCING BARS BE AS FOLLOWS:

a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ------------ 3”

b. CONCRETE EXPOSED TO EARTH OR WEATHER:

i. NO. 6 THROUGH NO. 18 BAR ----------------------------------------------------------------------- 2”

ii. NO. 5 BAR AND SMALLER -------------------------------------------------------------------------- 1 1/2”

c. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND

i. SLABS, WALLS, JOISTS:

1. NO. 14 AND NO. 18 BAR -------------------------------------------------------------------------- 1 1/2”

2. NO. 11 BAR AND SMALLER --------------------------------------------------------------------- 3/4”

ii. BEAMS, COLUMNS:

1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS ---------------------------- 1 1/2”

d. SLABS ON GRADE (FROM TOP)---------------------------------------------------------------------- 1 1/2”

11. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO

PLACING CONCRETE.

12. MECHANICAL PIPES AND ELECTRICAL CONDUITS WHICH PASS THROUGH SLAB ON GRADE, CONCRETE ON STEEL DECK, FRAMED CONCRETE FLOORS AND WALLS DO NOT REQUIRE SLEEVES, UNLESS OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS, MECHANICAL OR ELECTRICAL DRAWINGS. IF SLEEVES ARE REQUIRED, INSTALL SLEEVES BEFORE PLACING CONCRETE. DO NOT CUT ANY REINFORCING WHICH MAY INTERFERE WITH SLEEVE PLACEMENT. CORING OPENINGS IN CONCRETE IS NOT PERMITTED. NOTIFY THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT IN ADVANCE OF CONDITIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. NO PIPES OR ELECTRICAL CONDUIT SHALL PASS THROUGH CONCRETE BEAMS

OR COLUMNS UNLESS SPECIFICALLY DETAILED.

13. PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITH A 3/4 IN. CHAMFER, UNLESS OTHERWISE

NOTED ON ARCHITECTURAL DRAWINGS.

14. CURING COMPOUNDS USED ON CONCRETE…