Attachment 8 - G Drawings.pdf

DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBER

PROJECT LOCATION

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08-6231

Office of Construction and Facilities Management

Dwg.

CONSULTANT INFORMATION

STRUCTURAL / CIVIL ENGINEER

F

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

SHEET TITLE

ARCHITECT

NORTHERN ARIZONA VA HEALTH CARE SYSTEM

MECH. / ELEC. / PLUMB. / TECH. ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FULLY SPRINKLERED

PROJECT PHASE

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

U.S. Department of Veteran Affairs

F

E

D

C

B

A

E

D

C

B

A

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 W. 161ST STREET

OLATHE, KS 66062

(913) 829-8650

COMMISSIONING

GLHN ARCHITECTS & ENGINEERS, INC.

2939 E. BROADWAY BLVD

TUCSON, AZ 85716

(520) 881-4546

R1 - CONSTRUCT REPLACEMENT

WAREHOUSE

COVER SHEET

01/06/2020 RWG ZDL

500 AZ-89, PRESCOTT, AZ 86301

500 AZ-89, PRESCOTT, AZ 86301

BID DOCUMENTS

R1 - CONSTRUCT REPLACEMENT WAREHOUSE

165-G-000

649-414

VA PROJECT NUMBER: 649-414

BID DOCUMENTS

EXTERIOR PERSPECTIVE

LOCATION PLAN

SHEET INDEX

SHEET SEQUENCE SHEET NUMBER SHEET NAME

[06] PLUMBING

56 165 P-000 PLUMBING LEGEND

57 165 PL-101 PLUMBING WASTE LEVEL 1 FLOOR PLAN

58 165 PL-102 PLUMBING WASTE ROOF PLAN

59 165 PP-101 PLUMBING SUPPLY LEVEL 1 FLOOR PLAN

60 165 P-301 PLUMBING RISER DIAGRAMS

61 165 P-302 PLUMBING RISER DIAGRAMS

62 165 P-501 PLUMBING DETAILS

63 165 P-601 PLUMBING SCHEDULES

[07] MECHANICAL

64 165 MG-000 MECHANICAL LEGEND

65 165 MH-101 MECHANICAL HVAC PLAN - LEVEL 1 FLOOR PLAN

66 165 MH-102 MECHANICAL HVAC PLAN - ROOF PLAN

67 165 M-301 MECHANICAL SECTIONS & ENLARGED PLANS

68 165 M-501 MECHANICAL DETAILS

69 165 M-601 MECHANICAL SCHEDULES

70 165 M-701 MECHANICAL CONTROLS

71 165 M-702 MECHANICAL CONTROLS

72 165 M-703 MECHANICAL CONTROLS

[08] ELECTRICAL

73 165 E-000 ELECTRICAL LEGEND

74 165 ES-101 ELECTRICAL SITE PLAN

75 165 EL-101 ELECTRICAL LIGHTING FIRST FLOOR PLAN

76 165 EP-101 ELECTRICAL POWER FIRST FLOOR PLAN

77 165 EP-103 ELECTRICAL ROOF PLAN

78 165 E-501 ELECTRICAL DETAILS

79 165 E-502 ELECTRICAL DETAILS

80 165 E-601 ELECTRICAL ONE-LINE DIAGRAM

81 165 E-602 ELECTRICAL SCHEDULES

82 165 E-603 ELECTRICAL SCHEDULES

[09] TECHNOLOGY

83 165 T-000 TECHNOLOGY LEGEND

84 165 TS-101 TECHNOLOGY SITE PLAN

85 165 TI-101 INTERCOM AND PUBLIC ADDRESS FIRST FLOOR PLAN

86 165 TN-101 COMMUNICATIONS FIRST FLOOR PLAN

87 165 TY-101 SECURITY FIRST FLOOR PLAN

88 165 T-401 TECHNOLOGY PARTIAL FLOOR PLANS

89 165 T-501 TECHNOLOGY DETAILS

90 165 T-502 TECHNOLOGY DETAILS

91 165 T-601 TECHNOLOGY RISER DIAGRAMS

92 165 T-602 TECHNOLOGY SCHEDULES

TOTAL SHEETS: 92

SHEET INDEX

SHEET SEQUENCE SHEET NUMBER SHEET NAME

[03] STRUCTURAL

26 165 SA-001 STRUCTURAL GENERAL NOTES

27 165 SA-010 SPECIAL INSPECTIONS

28 165 SA-030 TYPICAL DETAILS - CONCRETE

29 165 SA-031 TYPICAL DETAILS - CONCRETE

30 165 SB-101 FOUNDATION PLAN

31 165 SB-501 FOUNDATION DETAILS

32 165 SF-102 ROOF FRAMING PLAN

33 165 SF-201 FRAMING ELEVATIONS

34 165 SS-101 RAMPS AND STAIRS

35 165 SS-501 SITE FOUNDATION DETAILS

[04] ARCHITECTURE

36 165 AS-101 ARCHITECTURAL FLOOR PLAN

37 165 AS-111 REFLECTED CEILING PLAN

38 165 AS-121 ROOF PLAN

39 165 AS-201 BUILDING ELEVATIONS

40 165 AS-202 BUILDING ELEVATIONS

41 165 AS-301 BUILDING SECTIONS

42 165 AS-311 WALL SECTIONS

43 165 AS-401 PLAN DETAILS

44 165 AS-411 SECTION DETAILS

45 165 AS-501 DOOR, GLAZING & LOUVER SCHEDULE & DETAILS

46 165 AS-601 MILLWORK DETAILS

47 165 AS-701 FINISH FLOOR PLAN

48 165 AS-702 FF&E FLOOR PLAN, ENLARGED PLANS & INTERIOR ELEVATIONS

49 165 AS-710 INTERIOR SIGNAGE

50 165 AS-711 EXTERIOR SIGNAGE

[05] FIRE PROTECTION

51 165 FA-001 FIRE ALARM GENERAL NOTES, LEGEND, AND DIAGRAMS

52 165 FA-101 FIRST FLOOR FIRE ALARM AUDIBILITY PLAN

53 165 FA-102 FIRST FLOOR FIRE ALARM PLAN

54 165 FX-001 FIRE SUPPRESSION GENERAL NOTES AND SECTION

55 165 FX-101 FIRE SUPPRESSION HAZARD CLASSIFICATION FIRST FLOOR PLAN

SHEET INDEX

SHEET SEQUENCE SHEET NUMBER SHEET NAME

[01] GENERAL

1 165 G-000 COVER SHEET

2 165 G-001 GENERAL INFORMATION

3 165 G-002 ARCHITECTURAL SITE PLAN

4 165 G-010 PARTITION TYPES

5 165 G-100 LIFE SAFETY PLAN - CODE PLAN NARRATIVE

6 165 G-101 LIFE SAFETY PLAN

[02] CIVIL

7 165 VA-000 TOPOGRAPHIC SURVEY

8 165 CD-100 DEMOLITION LAYOUT

9 165 CS-100 SITE LAYOUT

10 165 CS-101 DIMENSIONED SITE LAYOUT

11 165 CS-102 SITE LAYOUT DETAILS

12 165 CG-100 DRAINAGE AREA MAP LAYOUT

13 165 CG-101 GRADING LAYOUT

14 165 CG-102 GRADING DETAILS

15 165 CG-103 STORM WATER POLLUTION PREVENTION PLAN LAYOUT

16 165 CU-100 UTILITY LAYOUT

17 165 CI-001 PAVING DETAILS

18 165 CI-002 PAVING DETAILS

19 165 CI-003 STORM DETAILS

20 165 CI-004 SWPPP DETAILS

21 165 CI-005 UTILITY DETAILS

22 165 CI-006 UTILITY DETAILS

23 165 CI-007 UTILITY DETAILS

24 165 CI-008 GATE DETAILS

25 165 CI-009 GATE DETAILS

AREA PLAN

Revision # Description Date

V

F H

C O U

P

GENERAL NOTESSYMBOLS LEGEND

ARCHITECTURAL ABBREVIATIONS

AREA PLAN

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 AND USE OF VOLUNTARY STANDARDS, OFFICE OF MANAGEMENT AND BUDGET (OMB) CIRCULAR A-119, REQUIRES ALL EXECUTIVE AGENCIES TO RELY ON VOLUNTARY STANDARDS, BOTH DOMESTIC AND INTERNATIONAL, WHENEVER FEASIBLE, AND TO PARTICIPATE IN VOLUNTARY STANDARD

BODIES.

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

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND 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 AND NFPA 900

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

• VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• NATIONAL ELECTRICAL CODE (NEC)

• INTERNATIONAL PLUMBING CODE (IPC)

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

• ASME BOILER AND PRESSURE VESSEL CODE

• ASME CODE FOR PRESSURE PIPING

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

• BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318) MANUAL OF STEEL CONSTRUCTION, LOAD AND 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 STANDARDS FOR NEW FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS AND NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 AND 435.

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

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

• THE PROVISIONS FOR CONSTRUCTION AND 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) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES. HOWEVER, LOCAL AUTHORITIES SHOULD BE NOTIFIED ABOUT PLANNED PROJECTS AND GIVEN OPPORTUNITY TO REVIEW

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

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND 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 AND 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 AND STANDARDS AND VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED CODES AND 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.

CODES, STANDARDS, AND EXECUTIVE ORDERS

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

ACT (SP) ACOUSTICAL CEILING TILE (WITH SPRAYED PLASTIC FINISH)

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES

ADC AUTOMATIC DOOR CLOSER

ADH ADHESIVE

ADMIN ADMINISTRATION

ADB AUTOMATIC DOOR BOTTOM

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

ABG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

ALUM ALUMINUM

AR AS REQUIRED

ASB ASBESTOS

AWT ACOUSTICAL WALL TREATMENT

BAT BATTEN

BEV BEVEL

BLKT BLANKET

BM BEAM OR BENCHMARK

BOT BOTTOM

BRG BEARING

BRG PL BEARING PLATE

BRKT BRACKET

BTWN BETWEEN

CAC CEILING ATTENUATION CLASS

CB CORNER BEAD

CBB CEMENTITIOUS BACKER BOARD

CCTV CLOSED CIRCUIT TELEVISION

C / C CONTRACTOR FURNISHED / CONTRACTOR INSTALLED

CL CENTER LINE

CMU CONCRETE MASONRY UNIT

CONT CONTINUE OR CONTINUOUS

CR CARD READER

DEMO DEMOLITION

DF DRINKING FOUNTAIN

DIA DIAMETER

ELEC ELECTRIC

EA EACH

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXT EXTINGUISHER

ETR EXISTING TO REMAIN

F FEMALE

FD FLOOR DRAIN

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FF&E FURNITURE, FIXTURE, & EQUIPMENT

FT FEET OR FOOT

FP FIRE PROTECTION OR FIREPROOF

FR FIRE RATING, FIRE RESISTANCE, OR FRAME

FT FEET OR FOOT

FURR FURRING

FV FIELD VERIFY

OC ON CENTER

OPP OPPOSITE

PNL PANEL

PVC POLYVINYL CHLORIDE (PLASTIC)

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTY QUANTITY

QUAL QUALITY

R RADIUS OR RISER

RCP REFLECTED CEILING PLAN

RECPT RECEPTACLE

REF REFERENCE

REQD REQUIRED

REV REVISION

RM ROOM

RO ROUGH OPENING

S SEALED CONCRETE

SCHED SCHEDULE

SF SQUARE FOOT (FEET)

SIM SIMILAR

SPEC SPECIFICATION

SQ IN SQUARE INCH

SQ YD SQUARE YARD

STRUCT STRUCTURAL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STOR STORAGE

ENERGY REQUIREMENTS

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, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. DO NOT SCALE THE DRAWINGS. FIELD VERIFY ALL DIMENSIONS AND EXISTING STRUCTURAL CONDITIONS.

3. ALL AREAS NOT INVOLVED IN THE SCOPE OF WORK FOR THIS PROJECT SHALL BE KEPT CLEAN AND FREE OF OBSTRUCTIONS AT ALL TIMES.

4. ERECT BARRICADES AND WARNING SIGNS TO DIVERT AND WARN PASSERS-BY OF THE CONSTRUCTION WORK. PROVIDE DUST PROOFING ENCLOSURES TO

SEPARATE WORK AREAS FROM THE EXISTING FACILITIES.

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

6. PROVIDE PROTECTION FOR ALL EXISTING SURFACES AND CONDITIONS TO REMAIN IN PLACE DURING THE SCOPE OF WORK. SHOULD ANY DAMAGE OCCUR, PATCH AND 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 AND SUBCONTRACTORS ARE REQUIRED TO COORDINATE WITH OTHER DISCIPLINES TO INSTALL COMPLETE AND OPERATIONAL SYSTEMS.

DRAWINGS, AS A WHOLE, REPRESENT A COMPLETE SET AND DEPICT REQUIREMENTS FOR COMPLETE AND OPERATIONAL SYSTEMS. INDIVIDUAL DRAWINGS MAY NOT DEPICT COMPLETE AND ACCURATE INFORMATION TO COORDINATE COMPLETE AND OPERATIONAL SYSTEMS, BUT DO SO AS AN ENTIRE DOCUMENT TO BE REFERENCED WITH OTHER INDIVIDUAL DRAWINGS. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO REFERENCE OTHER SHEETS AND SPECIFICATIONS AS AN ENTIRE SET OF CONSTRUCTION DOCUMENTS THAT REFLECT WORK REQUIRED TO ACHIEVE A COMPLETE AND OPERATIONAL GOAL. LACK OF COORDINATION AND REVIEW OF DRAWINGS AND SPECIFICATIONS AS AN ENTIRE DOCUMENT TO INSTALL COMPLETE AND OPERATIONAL SYSTEMS, BEING OBVIOUS AND TYPICAL INDUSTRY STANDARD, IDENTIFIED IN THE DRAWINGS AND 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, AND 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 AND SHALL BE PERFORMED AS DIRECTED BY THE COR. MAJOR INTERRUPTIONS SHALL BE COORDINATED WITH OTHER MAJOR INTERRUPTIONS AND MAY NOT BE SCHEDULED FOR ONE DISCIPLINE MORE THAN TWICE THROUGHOUT THE OVERALL CONSTRUCTION SCHEDULE UNLESS REQUESTED IN WRITING AND APPROVED BY THE COR. CONTRACTOR WILL BE ADVISED, IN WRITING, OF APPROVAL OF REQUEST, OR OF WHICH OTHER DATE AND/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 AND 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.

ROOM NAME, NUMBER

AND SQUARE FEET

X'-X"

COLUMN GRID

KEYNOTE

WALL OR PARTITION TYPE

PLAN NORTH ARROW WITH TRUE NORTH

ELEVATION INDICATOR,

INTERIOR/EXTERIOR

BUILDING SECTION

INDICATOR

ELEVATION INDICATOR

BREAK, STRAIGHT (SEE SECTION INDICATORS,

BUILDING, WITH BREAK STANDARDS)

DIMENSION LINE

CENTER LINE

1 1/2"

MATCH LINE

N

1A

A

A

CORNER GUARDCG

A101

DETAIL INDICATOR

1 / A101

SIM

Room Name

150 SF

A101

SIM

A101

SIM

WINDOW TYPE

1A

DOOR CLEARANCES

FIXTURE MOUNTING HEIGHTS AND CLEARANCES

MATERIALS LEGEND

THE PROPOSAL RECEIVED FROM THE NAVAHCS CALLED FOR A NEW WAREHOUSE FACILITY TO REPLACE THE EXISTING WAREHOUSE BUILDINGS IN OPERATION SINCE 1908. THE NEW WAREHOUSE FACILITY WILL PROVIDE APPROXIMATELY 10,495 SQUARE FEET (MEASURED FROM INTERIOR FACE OF FINISH) OF CONDITIONED STORAGE SPACE ALONG WITH OFFICE AND

SUPPORT SPACES.

THE NEW WAREHOUSE HAS BEEN SITED IN AN AREA DIRECTED BY THE VA. SPECIAL CARE HAS BEEN TAKEN TO BE

SENSITIVE TO UNDERGROUND UTILITIES LOCATED IN THE AREA OF CONSTRUCTION.

THE NEW WAREHOUSE WILL PROVIDE FOR EFFICIENT LOADING, UNLOADING, AND STORAGE OF MATERIAL WHILE ALSO PROVIDING OFFICE SPACE AND SUPPORT NEEDS THAT ARE CRITICAL TO THE SUPPLY CHAIN LOGISTICS OF THE PRESCOTT VA.

THE SITE CONDITIONS WILL INCLUDE APPROXIMATELY 22,500 SQUARE FEET OF PAVING FOR TRACTOR TRAILER LOADING AND AN ADDITIONAL 2,900 SQUARE FEET OF HARDSCAPE FOR A RECYCLING STORAGE AREA, FORKLIFT RAMP, WHEELCHAIR ACCESS RAMP, AND AN ACCESSIBLE PARKING SPACE ALONG WITH A SMALL GRAVEL LOT FOR PARKING.

A SUMMARY OVERVIEW OF THE PROJECT OBJECTIVES THROUGH NEW CONSTRUCTION INCLUDES:

• HIGH BAY, CLIMATE-CONTROLLED WAREHOUSE STORAGE

• WALK-IN REFRIGERATOR, FOR PALETTIZED GOODS

• DEDICATED AREA FOR PALLET WRAPPING

• A DOCUMENT REPRODUCTION CENTER WITH SPACE FOR DOCUMENT SHREDDING

• A RECHARGING AREA FOR WAREHOUSE LIFT EQUIPMENT

• FLAMMABLE MATERIAL STORAGE

• AMMUNITION STORAGE

• RESTROOMS TO SERVE STAFF AND DELIVERY DRIVERS

PROJECT DESCRIPTION

GA GAGE

GALV GALVANIC OR GALVANIZED

GB GRAB BAR

GD GUARD

GL GLASS

GT GROUT

GWB GYPSUM WALLBOARD

HDR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HS HEAT-STRENGTHENED (GLASS)

OR HIGH STRENGTH

HT HEIGHT

IN INCH OR INCHES

KPL KICKPLATE

LAV LAVATORY

LF LINEAR FEET (FOOT)

LVR LOUVER

LF LINEAR FEET (FOOT)

MAX MAXIMUM

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

T&G TONGUE AND GROOVE

THRU THROUGH

TO TOP OF

TOB TOP OF BEAM

TOM TOP OF MASONRY

TOS TOP OF STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

VAR VARIES

V / C VA PROVIDED / CONTRACTOR INSTALLED

V / V VA PROVIDED / VA INSTALLED

W/ WITH

W/O WITHOUT

WC WALL COVERING OR WATER CLOSET

WD WOOD

WDW WINDOW

WR WASTE RECEPTACLE

X BRACE CROSS BRACE

M A

X

M A

X

M A

X

M

IN

18" MIN

1. GENERAL CONTRACTOR TO PROVIDE METAL BLOCKING FOR ALL WALL MOUNTED ACCESSORIES, FIXTURES, AND EQUIPMENT.

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. FIXTURES MAY OVERLAP WAINSCOT. WHERE APPLICABLE, BACKING TO BE PROVIDED AS SHIM FOR FLUSH APPLICATION. SHIM TO MATCH SCHEDULED WALL FINISH.

6" MAX

9" M

IN

SHOWER

VA TURNING RADIUS BARIATRIC

TURNING RADIUS

DRINKING

FOUNTAIN

PAPER TOWEL

DISPENSER

SANITARY

NAPKIN

DISPENSER

M A

X

WASTE

RECEPTACLE

LAVATORY

WITH MIRROR

ON CENTER

WALL

M A

X

SOAP

DISPENSER

M A

X

M A

X

17 MIN

M

IN

M A

X

18" MIN

WALL

M A

X

M A

X

18" MIN

8" MIN

WALL

LAVATORY

WITH APRON

M A

X

18" MIN

URINAL

WALL

18"

CLEAR FLOOR

60"

CLEAR FLOOR

56"

36" MIN

12" 42" MIN 12"

54" MIN

M

IN

WALLWALL

M A

X

WALL HOOK

CLOCK

WALL

ø 66" ø 72"

FINISHED

FLOOR

CLEAR FLOOR SPACE AT

WATER CLOSETS

M A

X

FIRE

EXTINGUISHER

CABINET

WEIGHT > 40LBS

M A

X

FIRE

EXTINGUISHER

CABINET

WEIGHT < 40LBS

M A

X

M A

X

TOILET SEAT

COVER

DISPENSER

BABY

CHANGING

STATION

60"

CLEAR FLOOR SPACE AT

ADA DRINKING FOUNTAIN

30"

CONCRETE/ PRECAST

CONCRETE

SOIL

SAND, EIFS FINISH COAT, OR

CEMENT PLASTER

BRICK

CMU

STONE

FIBERGLASS SEMI RIGID

INSULATION

FIBERGLASS BATT INSULATION

MINERAL WOOL SEMI RIGID

INSULATION

EXPANDED POLYSTYRENE RIGID

INSULATION

EXTRUDED POLYSTYRENE RIGID

INSULATION

POLYISOCYANURATE RIGID

INSULATION

GYPSUM BOARD

EXTERIOR GYPSUM SHEATHING

EXTERIOR CEMENT BOARD

COATED GLASS MAT WATER RESISTANT GYP BD

PLYWOOD

COVER BOARD

SPRAY-APPLIED CLOSED CELL

INSULATION

ASHRAE 90.1 - 2016 EDITION

BUILDING LOCATION: PRESCOTT, ARIZONA

CLIMATE ZONE (ANNEX 1, TABLE B-1): ZONE 4B

INTERIOR DESIGN CONDITIONS:

THE INTERIOR DESIGN TEMPERATURES USED FOR HEATING AND COOLING LOAD CALCULATIONS SHALL BE THE MAXIMUM AND MINIMUM VALUES FOR THE RESPECTIVE TEMPERATURE CONTROL ZONES AS OUTLINED IN THE PROJECT DESIGN CONDITIONS

SCHEDULE ON THE MECHANICAL CONTROLS DRAWINGS.

BUILDING ENVELOPE REQUIREMENTS (TABLE 5.5-4):

OPAQUE THERMAL ENVELOPE REQUIREMENTS (TABLE 5.5-4):

ROOFS

INSULATION ENTIRELY ABOVE DECK:

METAL BUILDINGS:

ATTIC AND OTHER:

WALLS, ABOVE GRADE

MASS:

METAL BUILDING:

STEEL FRAMED:

WOOD FRAMED AND OTHER:

WALLS, BELOW GRADE

BELOW-GRADE WALL:

FLOORS

MASS:

JOIST/FRAMING:

WOOD-FRAMED AND OTHER:

SLAB-ON-GRADE

UNHEATED SLABS:

HEATED SLABS:

OPAQUE DOORS

SWINGING:

NONSWINGING:

FENESTRATION (TABLE C402.4):

VERTICAL FENESTRATION

U-FACTOR

-NON-METAL FRAMING (ALL):

-METAL FRAMING (FIXED):

-METAL FRAMING (OPERABLE):

-METAL FRAMING (ENTRANCE DOOR):

REQUIRED AS DESIGNED

R-30 c.i. R-36 c.i.

N/A N/A N/A N/A

N/A N/A R-0 + R-15.8 c.i. R-18 c.i.

N/A N/A N/A N/A

R-7.5 c.i. R-7.5 c.i.

N/A N/A N/A N/A N/A N/A

R-15 FOR 24 INCHES R-15 FOR 24 INCHES

N/A N/A

U-0.370 U-0.370 U-0.310 U-0.310

N/A N/A U-0.38 U-0.38 N/A N/A U-0.68 U-0.68

NEW

WAREHOUSE

BUILDING 112

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

*12" MIN.**

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 AND LATCH ARE PROVIDED

*54" MIN. IF CLOSER IS PROVIDED

*48" IF CLOSER IS PROVIDED*IF BOTH CLOSER AND LATCH ARE PROVIDED

**48" MIN. IF BOTH CLOSER AND LATCH PROVIDED

FRONT

APPROACH,

PUSH SIDE60

M

IN

M

IN

42" MIN.

DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBER

PROJECT LOCATION

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

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

VA FORM 08-6231

Office of Construction and Facilities Management

Dwg.

CONSULTANT INFORMATION

STRUCTURAL / CIVIL ENGINEER

F

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

SHEET TITLE

ARCHITECT

MECH. / ELEC. / PLUMB. / TECH. ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FULLY SPRINKLERED

PROJECT PHASE

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

U.S. Department of Veteran Affairs

F

E

D

C

B

A

E

D

C

B

A

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 W. 161ST STREET

OLATHE, KS 66062

(913) 829-8650

COMMISSIONING

GLHN ARCHITECTS & ENGINEERS, INC.

2939 E. BROADWAY BLVD

TUCSON, AZ 85716

(520) 881-4546

R1 - CONSTRUCT REPLACEMENT

WAREHOUSE

GENERAL INFORMATION

01/06/2020 RWG ZDL

500 AZ-89, PRESCOTT, AZ 86301

165-G-001

649-414

BID DOCUMENTS

V

TRAILER AREATRAILER MANEUVER AREA

NEW WAREHOUSE

(10,947 FOOT PRINT SF)

EXISTING PARKING LOT TO REMAIN

DR. KENDALL WAY

(EXISTING TO REMAIN)

1/ 4"

1'

-0

1/ 4"

1'

-0

DOWNSPOUTGUTTER WITH DOWNSPOUTS,

1/4" / 1'-0" SLOPE, TYPICAL

ACCESS -CONTROLLED

ENTRY GATE

EXISTING PAVING TO REMAIN

EXISTING FENCING TO REMAIN

EXISTING PAVING TO REMAIN

EXISTING PAVING TO REMAIN

EXISTING SIDEWALK TO REMAIN

BUILDING 112

NEW FIRE HYDRANT,

RE: CIVIL

EXISTING FIRE HYDRANT

EXISTING FENCING AND GATE TO REMAIN

EXISTING CHILLING PLANT TO REMAIN

E T

R

ET

R

E T

R

E T

R

E T

R

E T

R

E T

R

ETR

ETR

E T

R

E T

R

ETR

E T

R

OPENS

CARD READER AND

INTERCOM SYSTEM,

RE: ELECTRICAL DWGS

CONDENSING UNITS AND PAD,

REFERENCE CIVIL

GRAVEL PARKING LOT

(APPROX. 5 SPACES)

11' - 0"

E T

R

CONDENSING UNIT AND PAD,

REFERENCE CIVIL

A

LL

S

ID

E S

6" T

Y P

DOWNSPOUT

CONDENSING UNIT AND PAD,

REFERENCE CIVIL

WALL-MOUNTED ROOF ACCESS LADDER

WITH GROUND ACCESS SECURITY GATE,

FALL ARREST CAGE, REST PLATFORM,

AND WALK-THROUGH

MECHANICAL EQUIPMENT,

RE: MECH. TYP.

ARCHITECTURAL SITE PLAN LEGEND

EXISTING LANDSCAPING TO REMAIN

EXISTING PAVING TO REMAIN

EXISTING BUILDING TO REMAIN

NEW PAVING, REFERENCE CIVIL DRAWINGS

NEW WAREHOUSENEW LANDSCAPING

SECURITY FENCING, REFERENCE CIVIL

EXTERIOR SITE LIGHTING, REFERENCE CIVIL, STRUCTURAL

AND ELECTRICAL DRAWINGS

EXISTING TREE TO REMAIN. RE: CIVIL FOR EXTENT OF TREE REMOVAL

EXISTING EXTERIOR SITE LIGHTING TO REMAINETR

GRAVEL PARKING LOT, REFERENCE CIVIL DRAWINGS

1 1/2" METAL HANDRAIL

& GUARDRAIL - PAINT

FINISH, TYPICAL

OF ONE TREAD

EXTEND THE DEPTH

H A

N D

R A

IL

H

E

IG

H T

, T Y

P

G U

A R

D R

A

IL

H E

IG

H

T , T

Y P

1' - 0"

TYP.

4' - 0"

TYP.

4' - 0"

METAL GUARDRAIL & HANDRAIL,

PAINT BLACK, TYPICAL

G U

A R

D R

A

IL

H E

IG

H

T , T

Y P

H A

N D

R A

IL

H

E

IG

H T

, T Y

P

H A

N D

R A

IL

H

E

IG

H T

, T Y

P

G U

A R

D R

A

IL

H E

IG

H

T , T

Y P

C

LE

A

R

1' - 0" 1' - 0"

DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBER

PROJECT LOCATION

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

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

VA FORM 08-6231

Office of Construction and Facilities Management

Dwg.

CONSULTANT INFORMATION

STRUCTURAL / CIVIL ENGINEER

F

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

SHEET TITLE

ARCHITECT

MECH. / ELEC. / PLUMB. / TECH. ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FULLY SPRINKLERED

PROJECT PHASE

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

U.S. Department of Veteran Affairs

F

E

D

C

B

A

E

D

C

B

A

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 W. 161ST STREET

OLATHE, KS 66062

(913) 829-8650

COMMISSIONING

GLHN ARCHITECTS & ENGINEERS, INC.

2939 E. BROADWAY BLVD

TUCSON, AZ 85716

(520) 881-4546

R1 - CONSTRUCT REPLACEMENT

WAREHOUSE

ARCHITECTURAL SITE PLAN

01/06/2020 RWG ZDL

500 AZ-89, PRESCOTT, AZ 86301

165-G-002

649-414

BID DOCUMENTS

1" = 20'-0"1

ARCHITECTURAL SITE PLAN

N

1/2" = 1'-0"2

HANDRAIL ELEVATION

1/2" = 1'-0"3

RAMP RAILING ELEVATION

5/8" TYPE 'X' GYP. BD. ON 2 1/2" MTL STUDS @ 16" O.C. ON 8" MTL Z-GIRT WITH

2 1/2" THICK INSULATED METAL PANEL.

TYPE 1

(EXTERIOR)

INTERIOR EXTERIOR

CEILING MATERIAL

AS SCHEDULED

WALL FINISH AS SCHEDULED

5/8" GYP. BD. ON 2 1/2" METAL

STUD FRAMING AT 16" O.C.

BASE AND FLOORING

AS SCHEDULED

C E

IL

IN

G H

E

IG

H T

R E

: R C

P 6"

AIR BARRIER

INSULATED METAL

PANEL SYSTEM

8" METAL Z-GIRT

THERMAL TAPE @ GIRTS

TYPE 2

(EXTERIOR)

SUFFIX

A

DETAILS SUFFIX

A

DETAILS

B B -

INTERIOR EXTERIOR

3/4" LINER PANEL

AIR BARRIER

8" METAL GIRT

THERMAL TAPE @ GIRTS

3/4" M-LINER PANEL UP TO 8'-0" A.F.F. ON 8" MTL Z-GIRT WITH 2 1/2" THICK

INSULATED METAL PANEL.

SUFFIX

A

DETAILS

B

5/8" TYPE 'X' GYP. BD. ON EACH SIDE OF 6" METAL STUDS AT 16" O.C. W/ (STC 45)

SOUND ATTENUATION FIRE BLANKETS. EXTEND FROM FIN. FLR. TO DECK.

RATED 1 HOUR & SMOKE. UL# 419

TYPE 3

(INTERIOR - 1 HR RATED / SMOKE)

5/8" TYPE 'X' GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C. W/ (STC 45)

SOUND ATTENUATION FIRE BLANKETS. EXTEND FROM FIN. FLR. TO DECK.

RATED 1 HOUR & SMOKE. UL# 419

CEILING MATERIAL

AS SCHEDULED

BASE AND FLOORING

AS SCHEDULED

C E

IL

IN

G H

E

IG

H T

R E

: R C

P

SEAL TO TOP OF SLAB W/

CAULKING ON BOTH SIDES

R-11 SOUND ATTENUATION

FIRE BLANKETS

5/8" GYP. BD. EACH SIDE OF

METAL STUDS AT 16" O.C.

WALL FINISH AS

SCHEDULED

C E

IL

IN

G H

E

IG

H T

R E

: R C

P

SEAL FIRE-RATED

ASSEMBLY

E X

T E

N D

F U

LL

H

E

IG

H T

F O

R T

Y P

E

B

E X

T E

N D

L

IN

E R

P A

N E

L 8'

F

O R

T Y

P E

A

1-HR FIRE-RATED

CEILING ASSEMBLY

SUFFIX

A

DETAILS

B

5/8" TYPE 'X' GYP. BD. ON EACH SIDE OF 6" METAL STUDS AT 16" O.C. W/ (STC 45)

SOUND ATTENUATION FIRE BLANKETS. EXTEND FROM FIN. FLR. TO DECK.

RATED 1 HOUR & SMOKE. UL# 419

TYPE 4

(INTERIOR - 1 HR RATED / SMOKE)

5/8" TYPE 'X' GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C. W/ (STC 45)

SOUND ATTENUATION FIRE BLANKETS. EXTEND FROM FIN. FLR. TO DECK.

RATED 1 HOUR & SMOKE. UL# 419

1-HR FIRE-RATED

CEILING ASSEMBLY

BASE AND FLOORING

AS SCHEDULED

SEAL TO TOP OF SLAB W/

CAULKING ON BOTH SIDES

R-11 SOUND ATTENUATION

FIRE BLANKETS

5/8" GYP. BD. EACH SIDE OF

METAL STUDS AT 16" O.C.

WALL FINISH AS

SCHEDULED

C E

IL

IN

G H

E

IG

H T

R E

: R C

P

SEAL FIRE-RATED

ASSEMBLY

1-HR FIRE-RATED

CEILING ASSEMBLY

C E

IL

IN

G H

E

IG

H T

R E

: R C

P

1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C.

W/ SOUND ATTENUATION BATTS. EXTEND 1' - 6" ABOVE FINISHED

CEILING FOR CEILING SUPPORT STRUCTURE.

1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 6" METAL STUDS AT 16" O.C. W/

SOUND ATTENUATION BATTS. EXTEND 1' - 6" ABOVE FINISHED CEILING FOR

CEILING SUPPORT STRUCTURE.

TYPE 6

(INTERIOR - NON RATED)

SUFFIX

A

DETAILS

B

R-11 SOUND ATTENUATION

FIRE BLANKETS

5/8" GYP. BD. EACH SIDE OF

METAL STUDS AT 16" O.C.

BASE AND FLOORING

AS SCHEDULED

WALL FINISH AS

SCHEDULED

CEILING MATERIAL

AS SCHEDULED

CEILING SUPPORT STRUCTURE

1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C.

W/ SOUND ATTENUATION BATTS. EXTEND 1' - 6" ABOVE FINISHED

CEILING FOR CEILING SUPPORT STRUCTURE.

1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 6" METAL STUDS AT 16" O.C. W/

SOUND ATTENUATION BATTS. EXTEND 1' - 6" ABOVE FINISHED CEILING FOR

CEILING SUPPORT STRUCTURE.

TYPE 7

(INTERIOR - NON RATED)

SUFFIX

A

DETAILS

B

R-11 SOUND ATTENUATION

FIRE BLANKETS

5/8" GYP. BD. EACH SIDE OF

METAL STUDS AT 16" O.C.

BASE AND FLOORING

AS SCHEDULED

WALL FINISH AS

SCHEDULED

CEILING MATERIAL

AS SCHEDULED

WAREHOUSE SUPPORT SPACE

E X

T E

N D

T O

3'

A

.F .F

C E

IL

IN

G H

E

IG

H T

R E

: R C

P

E X

T E

N D

T O

3'

A

.F .F

WAREHOUSE SUPPORT SPACE

C E

IL

IN

G H

E

IG

H T

R E

: R C

P

1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C.

W/ SOUND ATTENUATION BATTS. EXTEND 6" ABOVE FINISHED CEILING.

1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 6" METAL STUDS AT 16" O.C. W/

SOUND ATTENUATION BATTS. EXTEND 6" ABOVE FINISHED CEILING.

TYPE 5

(INTERIOR - NON RATED)

SUFFIX

A

DETAILS

B

R-11 SOUND ATTENUATION

FIRE BLANKETS

5/8" GYP. BD. EACH SIDE OF

METAL STUDS AT 16" O.C.

BASE AND FLOORING

AS SCHEDULED

WALL FINISH AS

SCHEDULED

CEILING MATERIAL

AS SCHEDULED

1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C.

W/ SOUND ATTENUATION BATTS. EXTEND 1' - 6" ABOVE FINISHED

CEILING FOR CEILING SUPPORT STRUCTURE.

1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 6" METAL STUDS AT 16" O.C. W/

SOUND ATTENUATION BATTS. EXTEND 1' - 6" ABOVE FINISHED CEILING FOR

CEILING SUPPORT STRUCTURE.

TYPE 7

(INTERIOR - NON RATED)

SUFFIX

A

DETAILS

B

R-11 SOUND ATTENUATION

FIRE BLANKETS

5/8" GYP. BD. EACH SIDE OF

METAL STUDS AT 16" O.C.

BASE AND FLOORING

AS SCHEDULED

WALL FINISH AS

SCHEDULED

CEILING MATERIAL

AS SCHEDULED

C E

IL

IN

G H

E

IG

H T

R E

: R C

P 6"

3/4" M-LINER PANEL FULL HEIGHT TO UNDERSIDE OF STRUCTURE ABOVE

ON 8" MTL Z-GIRT WITH 2 1/2" THICK INSULATED METAL PANEL.

INSULATED METAL

PANEL SYSTEM

GENERAL PARTITION NOTES

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. REFER TO FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR LOCATIONS OF ALL WALL TILE.

PROVIDE AND INSTALL CEMENTITIOUS BACKER BOARD IN LIEU OF GWB AT ALL SCHEDULED TILE LOCATIONS. UNLESS

NOTED OTHERWISE, TILE SHALL BE INSTALLED PER TILE COUNCIL OF AMERICA LATEST STANDARDS FOR EACH TYPE OF

BACKING MATERIAL REPRESENTED IN WALL/PARTITION.

4. ALL SUSPENDED WALLS AND PARTITIONS SHALL HAVE GWB WHICH EXTENDS A MINIMUM OF 6" ABOVE THE SUSPENDED

CEILING UNLESS SHOWN AND/OR NOTED OTHERWISE BY THE ARCHITECT.

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

REQUIREMENTS.

6. "ALIGN" MEANS SIMILAR COMPONENTS OF CONSTRUCTION, E.G. WALLS, JAMBS, ETC. SHALL ALIGN ACROSS VOIDS AND

JOINTS.

7. 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

SMOKE/FIRE STOPPING TAPE/CAULK AT ALL RATED PARTITIONS.

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 METAL BLOCKING IN WALLS/PARTITIONS.

10. IMPACT RESISTANT GWB, 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.

12. ALL PARTITIONS THAT HOST PLUMBING FIXTURES SHALL RECEIVE MOLD / MOISTURE RESISTANT GWB IN LIEU OF

REGULAR GWB.

DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBER

PROJECT LOCATION

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

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

VA FORM 08-6231

Office of Construction and Facilities Management

Dwg.

CONSULTANT INFORMATION

STRUCTURAL / CIVIL ENGINEER

F

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

SHEET TITLE

ARCHITECT

MECH. / ELEC. / PLUMB. / TECH. ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FULLY SPRINKLERED

PROJECT PHASE

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

U.S. Department of Veteran Affairs

F

E

D

C

B

A

E

D

C

B

A

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 W. 161ST STREET

OLATHE, KS 66062

(913) 829-8650

COMMISSIONING

GLHN ARCHITECTS & ENGINEERS, INC.

2939 E. BROADWAY BLVD

TUCSON, AZ 85716

(520) 881-4546

R1 - CONSTRUCT REPLACEMENT

WAREHOUSE

PARTITION TYPES

01/06/2020 RWG ZDL

500 AZ-89, PRESCOTT, AZ 86301

165-G-010

649-414

GENERAL INFORMATION

BUILDING 165

REPLACEMENT WAREHOUSE

PRESCOTT, AZ

NEW CONSTRUCTION

CODE COMPLIANCE OF NEW FACILITY

PROJECT STATEMENT OF WORK

FIRE PROTECTION DESIGN MANUAL - SEVENTH EDITION - DECEMBER 2015

NFPA 1: NATIONAL FIRE CODE, 2018 EDITION

NFPA 10: STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2018 EDITION

NFPA 13: STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2019 EDITION

NFPA 24: STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES, 2019 EDITION

NFPA 30: FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, 2018 EDITION

NFPA 70: NATIONAL ELECTRICAL CODE, 2017 EDITION

NFPA 72: NATIONAL FIRE ALARM AND SIGNALING CODE, 2019 EDITION

NFPA 80: STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES, 2019 EDITION

NFPA 90A: STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2018 EDITION

NFPA 101: LIFE SAFETY CODE, 2018 EDITION

NFPA 291: RECOMMENDED PRACTICE FOR FIRE FLOW TESTING AND MARKING OF HYDRANTS, 2019 EDITION

NFPA 495: EXPLOSIVE MATERIALS CODE, 2018 EDITION

NFPA 5000: BUILDING CONSTRUCTION AND SAFETY CODE, 2018 EDITION

INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION

PROPERTY NAME & PHYSICAL ADDRESS:

PROJECT CONSTRUCTION PURPOSE:

REASON FOR SUBMITTAL:

CRITERIA USED:

NONE

DECEMBER 18, 2018

DECEMBER 27, 2019

UNITED STATES DEPARTMENT OF VETERANS AFFAIRS - NORTHERN ARIZONA VA

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KS 66062

913.829.8650 (TELEPHONE)

913.829.8690 (TELEFAX)

ANTICIPATED ADDITIONS:

DATE DEVELOPED:

DATE MODIFIED:

OWNER INFORMATION:

CODE CONSULTANT INFORMATION:

SEE TITLE BLOCK

VA FIRE DEPARTMENT

DEPARTMENT OF VA

DEPARTMENT OF VA

IBC OCCUPANCY MIXED USE NONSEPARATED (IBC, SECTION 508.3)

STORAGE (GROUP S-1) OCCUPANCY (IBC, SECTION 311.2)

BUSINESS (GROUP B) OCCUPANCY (IBC, SECTION 304)

NFPA 101 OCCUPANCY MIXED USE NONSEPARATED (NFPA 101, SECTION 6.1.14.3)

GENERAL STORAGE OCCUPANCY (NFPA 101, SECTION 42.1.2.3)

NEW BUSINESS (NFPA 101, SECTION 38.1.2)

DESIGNER’S SEAL:

FIRE SERVICE:

LOCAL BUILDING INSPECTOR:

AUTHORITY HAVING JURISDICTION:

OCCUPANCY GROUP AND TYPE:

TYPE II (000) NFPA 220, TABLE 4.1.1

HEIGHT LIMITATION

ALLOWABLE HEIGHT 4 STORIES (NPFA 5000, TABLE 7.4.1)

ACTUAL HEIGHT 2 STORY, 41 FEET - COMPLIANT

AREA LIMITATION

ALLOWABLE AREA WITHOUT MODIFICATIONS 17,500. (NPFA 5000, TABLE 7.4.1)

ACTUAL AREA 10,947 SQFT – COMPLIANT

FIRE RESISTIVE REQUIREMENTS (IBC, TABLES 601 & 602; UFC 4-211-01, SECTION 3-3.1)

PRIMARY STRUCTURAL FRAME 0-HOUR - REQUIRED - PROVIDED

BEARING WALLS - EXTERIOR 0-HOUR - REQUIRED - PROVIDED

BEARING WALLS - INTERIOR 0-HOUR - REQUIRED - PROVIDED

NON BEARING WALLS - EXTERIOR 0-HOUR - REQUIRED - PROVIDED

NON BEARING WALLS - INTERIOR 0-HOUR - REQUIRED - PROVIDED

FLOOR CONSTRUCTION AND SECONDARY MEMBERS 0-HOUR - REQUIRED - PROVIDED

ROOF CONSTRUCTION AND SECONDARY MEMBERS 0-HOUR - REQUIRED - PROVIDED

TYPE OF CONSTRUCTION:

STRUCTURAL CODE REQUIREMENTS:

REQUIRED - PROVIDED, PER NFPA 101, SECTION 38.3.2 PROTECTION FROM HAZARDSOCCUPANCY SEPARATION:

PASSIVE FIRE SAFETY FEATURES

STORAGE:

INTERIOR WALL AND CEILING FINISHES CLASS A, B, OR C REQUIRED FOR STORAGE AREAS (NFPA 101, SECTION 42.3.3)

- PROVIDED

INTERIOR FLOOR FINISHES IN ALL OTHER AREAS, NO CLASSIFICATION REQUIRED FOR STORAGE AREA (NFPA 101, SECTION 42.3.3.3.2)

- PROVIDED

BUSINESS:

INTERIOR WALL AND CEILING FINISHES CLASS A OR B REQUIRED IN EXITS AND IN EXIT ACCESS CORRIDORS, AND CLASS A, B, OR C IN ALL OTHER AREAS FOR NEW CONSTRUCTION BUSINESS AREAS (NFPA 101, SECTION 38.3.3)

- PROVIDED

INTERIOR FLOOR FINISHES CLASS I OR CLASS II REQUIRED IN EXIT ENCLOSURES AND ALL OTHER INTERIOR FLOOR FINISHES REQUIRED TO MEET THE REQUIREMENTS OF NFPA 101 SECTION 10.2.7.1 OR

10.2.7.2 AS (NFPA 101, SECTION 38.3.3.3) APPLICABLE

- PROVIDED

ROOM SEPARATION IN ACCORDANCE WITH NFPA AND APPLICABLE CRITERIA IS PROVIDED. PER NFPA 495, THE AMMO ROOM SHALL BE SEPARATED BY 1-HOUR FIRE RATED CONSTRUCTION. IN ADDITION, PER NFPA 30, THE FLAMMABLE STORAGE ROOMS SHALL BE SEPARATED BY 1-HOUR FIRE RATED CONSTRUCTION

- PROVIDED (REFER TO LIFE SAFETY SHEETS)

WHERE PROTECTION IS PROVIDED WITH AUTOMATIC EXTINGUISHING SYSTEMS WITHOUT FIRE-RESISTIVE SEPARATION, THE SPACE PROTECTED SHALL BE ENCLOSED WITH SMOKE PARTITIONS IN

ACCORDANCE WITH NFPA 101, SECTION 8.4.

- PROVIDED (SEE CODE PLAN)

NO FIRE RESISTANCE RATING REQUIRED (NFPA 101, SECTION 42.3.6 & 38.3.6.(1))

- NOT PROVIDED

NOT APPLICABLE

STAIRS USED AS A COMPONENT IN THE MEANS OF EGRESS SHALL CONFORM TO THE GENERAL REQUIREMENTS OF SECTION 7.1 AND 7.2.2 OF NFPA 101.

- PROVIDED

NOT APPLICABLE

THROUGH PENETRATIONS OF FIRE RESISTANCE RATED CONSTRUCTION PROTECTED BY AN APPROVED FIRE STOP SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479 REQUIRED

(NFPA 101, SECTION 8.3.5)

- PROVIDED

INTERIOR FINISH:

ROOM SEPARATION:

HAZARD PROTECTION:

CORRIDORS:

HORIZONTAL EXITS:

STAIRWAYS:

SHAFT ENCLOSURES:

OPENINGS AND PENETRATIONS:

REQUIRED (VA FIRE PROTECTION DESIGN MANUAL SECTION 6.1)

- WET PIPE SPRINKLER SYSTEM PROVIDED

NOT REQUIRED

- NOT PROVIDED

TBD

- NOT PROVIDED

NOT REQUIRED

- NOT PROVIDED

NOT APPLICABLE

NOT APPLICABLE

REQUIRED (NFPA 101, SECTION 38.3.5

- PROVIDED - PER NFPA 10

NOT REQUIRED

- NOT PROVIDED

EQUIPPED WITH DUCT SMOKE DETECTION AND INTERLOCKED WITH DUCT DETECTOR ACTIVATION FOR AIR HANDLING UNIT SHUT DOWN REQUIRED (NFPA 90A)

- PROVIDED

FIRE DAMPERS INSTALLED IN ALL TRANSFER OPENINGS IN FIRE BARRIERS REQUIRED (NFPA 90A, SECTION 5.3.1.2)

- PROVIDED

INTERNALLY OR EXTERNALLY ILLUMINATED EXIT SIGNS ALONG THE PATH OF EGRESS TRAVEL REQUIRED (NFPA 101,SECTIONS 7.10.1.2)

- PROVIDED INTERNALLY ILLUMINATED LED TYPE AND POWERED BY CENTRAL INVERTER SYSTEM

TACTILE EXIT SIGNS AT EACH EXIT DOOR REQUIRING AN EXIT SIGN REQUIRED (NFPA 101, SECTION 7.10.1.3)

- PROVIDED

ILLUMINATION OF MEANS OF EGRESS REQUIRED (NFPA 101, SECTION 42.2.8)

- PROVIDED

EMERGENCY LIGHTING REQUIRED (NFPA 101, SECTIONS 42.2.9, 38.2.9, & 7.9)

- PROVIDED BY BATTERIES WITHIN LIGHT FIXTURES (SEE ELECTRICAL FOR ADDITIONAL DETAIL)

MANUALLY ACTIVATED, EMERGENCY ALARM COMMUNICATION SYSTEM WITH VISIBLE ALARM NOTIFICATION APPLIANCES IN ALL COMMON USE AREAS, EMPLOYEE WORK AREAS, AND PUBLIC USE AREAS TO BE PROVIDED

- PROVIDED

SMOKE DETECTOR ABOVE FIRE ALARM CONTROL UNIT, NOTIFICATION APPLIANCE CIRCUIT POWER EXTENDERS, AND SUPERVISING STATION TRANSMITTING EQUIPMENT REQUIRED (NFPA 72, SECTION 10.4.4)

- PROVIDED

DUCT SMOKE DETECTION ON AIR HANDLING UNITS GREATER THAN 944 L/S (2,000 CFM) SUPPLY AIR CAPACITY REQUIRED (NFPA 90A, SECTION 6.4.2.1(1))

- PROVIDED

FULL AREA SMOKE DETECTION NOT REQUIRED

- NOT PROVIDED

BUILDING 165 (REPLACEMENT WAREHOUSE) SHALL BE TIED INTO THE EXISTING FIBER NETWORK DATA LOOP ON THE VA CAMPUS. UTILIZING 62.5 MICRON MULTI-MODE FIBER OPTIC CABLE, THE FACILITY SHALL BE FULLY

FUNCTIONAL WITH RING CONFIGURATION ON CAMPUS.

NOT REQUIRED

- NOT PROVIDED

REQUIRED

- PROVIDED (REFER TO EP-103)

AUTOMATIC SPRINKLER PROTECTION:

STANDPIPES:

AUTOMATIC FIRE PUMPS:

SPECIAL FIRE SUPPRESSION SYSTEM:

KITCHEN HOOD VENTILATION SYSTEMS:

KITCHEN HOOD SUPPRESSION SYSTEM:

PORTABLE FIRE EXTINGUISHERS:

SMOKE CONTROL:

HVAC SYSTEM:

EXIT SIGNS:

ILLUMINATION OF MEANS OF EGRESS:

EMERGENCY LIGHTING:

FIRE ALARM SYSTEM:

SMOKE DETECTION:

FIRE ALARM REPORTING SYSTEM:

MASS NOTIFICATION SYSTEM:

LIGHTNING PROTECTION:

ACTIVE FIRE SAFETY FEATURES

NOT APPLICABLE

TO BE COORDINATED BY THE GENERAL CONTRACTOR IN CONJUNCTION WITH THE VA AND COR.

CONTRACTOR SHALL PERFORM HYDRANT FLOW TEST PRIOR TO THE DEVELOPMENT OF SHOP DRAWINGS TO ENSURE WATER

SUPPLY IS ADEQUATE.

REFERENCE FX SHEETS FOR ADDITIONAL INFORMATION

FIRE HYDRANT FLOW TEST (HISTORICAL):

WATER SUPPLY INFORMATION:

FIRE DEPARTMENT NEEDS

MEANS OF EGRESS

CALCULATED OCCUPANT LOAD PER OCCUPANCY CLASSIFICATION AND USE (NFPA 101, TABLE 7.3.1.2)OCCUPANT LOAD:

THREE BUILDING EXITS REQUIRED (NFPA 101, SECTIONS 7.4.1.2(1))

- THREE (3) PROVIDED ON FIRST LEVEL AND TWO (2) PROVIDED ON SECOND LEVEL

NUMBER OF EXITS:

USE OCCUPANT LOAD FACTOR GROSS OR NET AREA

STORAGE SPACES 500 SQ. FT. PER PERSON GROSS

BUSINESS – 150 SQ. FT. PER PERSON GROSS

UNCONCENTRATED

BUSINESS – 50 SQ. FT. PER PERSON GROSS

CONCENTRATED

MECHANICAL/ELECTRICAL 500 SQ. FT. PER PERSON GROSS

EQUIPMENT ROOMS

CONFERENCE 15 SQ. FT. PER PERSON NET

ROOMS/ASSEMBLY

TOTAL OCCUPANT LOAD: 44 OCCUPANTS, SEE LIFE SAFETY PLAN FOR OCCUPANT LOAD CALCULATION.

WHERE TWO EXITS OR EXIT ACCESS DOORWAYS ARE REQUIRED, EXITS OR EXIT ACCESS DOORWAYS SEPARATED BY NOT LESS THAN ONE-THIRD THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED REQUIRED (NFPA 101, SECTION 7.5.1.3.3)

- PROVIDED

CALCULATED MEANS OF EGRESS COMPONENTS SIZING REQUIREMENTS PER COMPONENT REQUIRED (NFPA 101, TABLE 7.3.3.1 & 7.3.4.1)

- PROVIDED

ARRANGEMENT OF EXITS:

MEANS OF EGRESS SIZING:

OCCUPANCY OCCUPANT LOAD OF SPACE MINIMUM NUMBER OF EXITS

OR EXIT ACCESS DOORWAYS

FROM SPACE

LOW AND ORDINARY HAZARD ≤ 500 2

STORAGE

BUSINESS AREAS ≤ 500 2

USE OCCUPANT LOAD FACTOR GROSS OR NET AREA

STAIRWAYS 0.3 INCHES PER PERSON 36 INCHES

RAMPS 0.2 INCHES PER PERSON 36 INCHES

CORRIDORS 0.2 INCHES PER PERSON 36 INCHES

PASSAGEWAYS 0.2 INCHES PER PERSON 36 INCHES

DOORS 0.2 INCHES PER PERSON 36 INCHES

REFER TO ARCHITECTURAL PLANS FOR STAIR AND RAIL REQUIREMENTS

REFER TO ARCHITECTURAL PLANS FOR STAIR AND RAIL REQUIREMENTS

REFER TO ARCHITECTURAL PLANS FOR STAIR AND RAIL REQUIREMENTS

REFER TO ARCHITECTURAL PLANS FOR STAIR AND RAIL REQUIREMENTS

ALLOWABLE TRAVEL DISTANCE

BUSINESS OCCUPANCY 300 FT. (NFPA 101, SECTION 38.2.6.3)

STORAGE (ORDINARY) OCCUPANCY 400 FT. (NFPA 101, TABLE 42.2.6)

ACTUAL

BUSINESS OCCUPANCY REFER TO LIFE SAFETY PLANS

STORAGE (ORDINARY) OCCUPANCY REFER TO LIFE SAFETY PLANS

ALLOWABLE COMMON PATH OF TRAVEL

BUSINESS OCCUPANCY 100 FT. (NFPA 101, SECTION 38.2.5.3.1)

STORAGE (ORDINARY) OCCUPANCY 100 FT. (NFPA 101, TABLE 42.2.5)

ACTUAL

BUSINESS OCCUPANCY REFER TO LIFE SAFETY PLANS

STORAGE (ORDINARY) OCCUPANCY REFER TO LIFE SAFETY PLANS

ALLOWABLE DEAD END CORRIDOR

BUSINESS OCCUPANCY 50 FT (NFPA 101, SECTION 38.2.5.2.1)

STORAGE (ORDINARY) OCCUPANCY 100 FT (NFPA 101, TABLE 42.2.5)

ACTUAL

BUSINESS OCCUPANCY REFER TO LIFE SAFETY PLANS

STORAGE (ORDINARY) OCCUPANCY REFER TO LIFE SAFETY PLANS

STAIRWAY DIMENSIONAL REQUIREMENTS:

RAMP DIMENSIONAL REQUIREMENTS:

HANDRAIL REQUIREMENTS:

GUARD REQUIREMENTS:

MAXIMUM TRAVEL DISTANCE:

COMMON PATH OF TRAVEL:

DEAD END CORRIDOR:

SHALL BE IN COMPLIANCE WITH VA STANDARDS

AT LEAST ONE MEANS OF ALL-WEATHER GROUND ACCESS NO FARTHER THAN 50FT TO AT LEAST ONE EXTERIOR DOOR THAT CAN BE OPENED FROM THE OUTSIDE (NFPA 1, SECTION 18.2.3.2.1)

- PROVIDED

AT LEAST ONE MEANS OF ALL-WEATHER GROUND ACCESS NO FARTHER THAN 150 FT. FROM FIRE DEPARTMENT CONNECTION REQUIRED

- PROVIDED

FIRE DEPARTMENT ACCESS ROADS SUCH THAT ANY PORTION OF THE FACILITY OR ANY PORTION OF AN EXTERIOR WALL OF THE FIRST STORY OF THE BUILDING IS LOCATED NOT MORE THAN 450 FT. FROM FIRE

DEPARTMENT ACCESS ROADS REQUIRED (NFPA 1, SECTION 18.2.3.2.2.1)

- PROVIDED

FIRE APPARATUS ACCESS ROADS MUST HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 20 FT. AND AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13.5 FT. REQUIRED (NFPA 1, SECTIONS

18.2.3.4.1.1 & 18.2.3.4.1.2)

- PROVIDED

REQUIRED

- FIRE DEPARTMENT ACCESS CABINET TO BE LOCATED AT LOCATIONS NOTED ON PLANS

THE MAXIMUM DISTANCE TO A FIRE HYDRANT FROM THE CLOSEST POINT ON THE BUILDING SHALL NOT EXCEED 400 FT. (NFPA 1, SECTION 18.5.3)

- PROVIDED

FIRE HYDRANT SPACING SUCH THAT ALL FIRE DEPARTMENT CONNECTIONS ARE WITHIN 150 FT. OF A FIRE HYDRANT REQUIRED

- PROVIDED

THE MAXIMUM DISTANCE BETWEEN FIRE HYDRANTS SHALL NOT EXCEED 500 FT. (NFPA 1, SECTION 18.5.3)

- PROVIDED

A CLEAR SPACE OF 36 OR 60 (FOR HYDRANTS WITH A DIAMETER GREATER THAN 2 1/2 INCHES) INCHES SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE HYDRANTS. (NFPA 1, SECTION 18.5.7)

- PROVIDED

PHYSICAL PROTECTION PROVIDED FOR FIRE HYDRANTS THAT ARE SUBJECT TO IMPACT BY A MOTOR VEHICLE REQUIRED (NFPA 1, SECTION 18.5.8)

- PROVIDED

NOT REQUIRED (NFPA 101)

- NOT PROVIDED

NOT REQUIRED (NFPA 101)

- NOT PROVIDED

PREMISES IDENTIFICATION:

FIRE DEPARTMENT ACCESS:

KEY BOX:

FIRE HYDRANTS:

FIRE SAFETY AND EVACUATION PLANS:

FIRE COMMAND CENTER:

WATER SUPPLY REQUIREMENTS

DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBER

PROJECT LOCATION

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

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

VA FORM 08-6231

Office of Construction and Facilities Management

Dwg.

CONSULTANT INFORMATION

STRUCTURAL / CIVIL ENGINEER

F

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

SHEET TITLE

ARCHITECT

MECH. / ELEC. / PLUMB. / TECH. ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FULLY SPRINKLERED

PROJECT PHASE

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

U.S. Department of Veteran Affairs

F

E

D

C

B

A

E

D

C

B

A

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 W. 161ST STREET

OLATHE, KS 66062

(913) 829-8650

COMMISSIONING

GLHN ARCHITECTS & ENGINEERS, INC.

2939 E. BROADWAY BLVD

TUCSON, AZ 85716

(520) 881-4546

R1 - CONSTRUCT REPLACEMENT

WAREHOUSE

LIFE SAFETY PLAN - CODE PLAN

NARRATIVE

01/06/2020 RWG ZDL

500 AZ-89, PRESCOTT, AZ 86301

165-G-100

649-414

1 OCCUPANT LOAD

SPACE NOT OCCUPIED

BUILDING EXIT

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

FEC FIRE EXTINGUISHER CABINET

NFPA 101-2018 EDITION

BUILDING HEIGHT: 1 STORY, 41'-0" HEIGHT

• TOTAL PROJECT SF: 10,947 NET SF

BUILDING IS EQUIPPED WITH A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT - TO MEET NFPA 13 REQUIREMENTS

CONSTRUCTION TYPE: (NFPA 220, TABLE 4.1.1):

• TYPE II

OCCUPANCY CLASSIFICATION: MIXED-USE, NON-SEPARATED

• NEW BUSINESS OCCUPANCY (CH. 38)

• NEW STORAGE OCCUPANCY (CH. 42)

TOTAL OCCUPANT LOAD: 44 OCCUPANTS (NFPA 101, TABLE 7.3.1.2, SEE CALCULATIONS BELOW)

EGRESS COMPONENTS

• MINIMUM REQUIRED DOOR WIDTH = 32" MIN.

• MINIMUM REQUIRED WIDTH OF EGRESS COMPONENTS = (44 OCC. X .2"/OCC.) = 8.8"

• MINIMUM REQUIRED STAIR WIDTH = (44 OCC. X .3"/OCC.) = 13.2"

• 44" MIN. WHEN SERVING LESS THAN 2000 OCCUPANTS. (NFPA 101 TABLE 7.2.2.2.1.2)

• MINUMUM REQUIRED NUMBER OF EXITS: 2 EXITS

FIRE RESISTANCE RATINGS (NFPA 220, TABLE 4.1.1):

• 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, AND

INTERIOR NON-BEARING WALLS.

MAXIMUM COMMON PATH OF TRAVEL:

• (STORAGE): 100' (TABLE 42.2.5)

• (BUSINESS): 100' (38.2.5.3.1)

MAXIMUM TRAVEL DISTANCE:

• (STORAGE): 400' (TABLE 42.2.6)

• (BUSINESS): 300' (38.2.6.3)

MAXIMUM DEAD-END CORRIDOR:

• (STORAGE): 100' (TABLE 42.2.5)

• (BUSINESS): 50' (38.2.5.2.1)

FIRE ALARM SYSTEM:

• REQUIRED/PROVIDED AUTOMATIC AND SUPERVISED SYSTEM.

1ST FLOOR - 34 OCCUPANTS

(RM 100) WAREHOUSE - 7728 SF/(500 SF/PERSON) - - - - - - - - - - - - - - - - - - - - - - - - - - - 16 OCC.

(RM 102) BREAK ROOM - 104 SF/(15 SF/PERSON) - - - - - - - - - - - - - - - - - - - - - - - - - - - 07 OCC.

(RM 103) SV OFFICE - 100 SF/(150 SF/PERSON) - - - - - - - - - - - - - - - - - - - - - - - - - - - 01 OCC.

(RM 104) CORRIDOR - 224 SF/(150 SF/PERSON) - - - - - - - - - - - - - - - - - - - - - - - - - - - 02 OCC.

(RM 106) IT ROOM - 100 SF/(150 SF/PERSON) - - - - - - - - - - - - - - - - - - - - - - - - - - - 01 OCC.

(RM 107) ELECTRICAL - 97 SF/(150 SF/PERSON) - - - - - - - - - - - - - - - - - - - - - - - - - - - 01 OCC.

(RM 108) PLOTTING - 339 SF/(150 SF/PERSON) - - - - - - - - - - - - - - - - - - - - - - - - - - - 03 OCC.

(RM 111) UNISEX RR - 91 SF/(150 SF/PERSON) - - - - - - - - - - - - - - - - - - - - - - - - - - - 01 OCC.

(RM 112) UNISEX RR - 91 SF/(150 SF/PERSON) - - - - - - - - - - - - - - - - - - - - - - - - - - - 01 OCC.

(RM 113) MECHANICAL - 324 SF/(500 SF/PERSON) - - - - - - - - - - - - - - - - - - - - - - - - - - - 01 OCC.

(RM 114) STORAGE - 42 SF/(500 SF/PERSON) - - - - - - - - - - - - - - - - - - - - - - - - - - - 01 OCC.

(RM 115) STORAGE - 42 SF/(500 SF/PERSON) - - - - - - - - - - - - - - - - - - - - - - - - - - - 01 OCC.

(RM 116) STORAGE - 91 SF/(500 SF/PERSON) - - - - - - - - - - - - - - - - - - - - - - - - - - - 01 OCC.

(RM 117) WRAPPING - 385 SF/(150 SF/PERSON) - - - - - - - - - - - - - - - - - - - - - - - - - - - 03 OCC.

(RM 118) WORKSPACE - 138 SF/(50 SF/PERSON) - - - - - - - - - - - - - - - - - - - - - - - - - - - 04 OCC.

TOTAL OCCUPANT LOAD = 44 OCCUPANTS

OCCUPANT LOADS (NFPA 101 2018 - TABLE 7.3.1.2)

• BUSINESS USE, CONCENTRATED = 50 SF/PERSON

• BUSINESS USE = 150 SF/PERSON

• ASSEMBLY (LESS CONCENTRATED USE W/O FIXED SEATING) = 15 NET SF/PERSON

• STORAGE USE = 500 SF/PERSON

OCCUPANT LOADS

LIFE SAFETY LEGEND

FIRE RATED WALL SYMBOLS

__ OCC. NUMBER OF OCCUPANTS SERVED BY EXIT COMPONENT

FACU FIRE ALARM CONTROL UNIT

SPACE NOT SPRINKLERED

FDAC FIRE DEPARTMENT ACCESS CABINET

393 SF

WRAPPING

91 SF

STORAGE

(AMMUNITION)

T R

A V

E L

D

IS

T A

N C

E

7778 SF

WAREHOUSE

R

R

338 SF

PLOTTING

RECYCLING

AREA

54 SF

WALK-IN

REF.

42 SF

STORAGE

(SHRED)

42 SF

STORAGE

(FLAM.)

FEC

FEC

TRAVEL DISTANCE = 125' - 06"

29 OCC.FDAC

K E

E P

E G

R E

S S

P A

T H

F R

E E

A

N D

U N

O B

S T

R U

C T

E D

COMMON PATH OF TRAVEL = 90' - 04"

A D

A A

C C

E S

S

IB

LE

R

A M

P

F O

R K

L

IF

T R

A M

P R

E C

IV

IL

DN

DN

D N

DN

FACU

112 SF

SECURE

STOR.

AHU, RE:

MECH DWGS

O

C C

S L O

P E

:2 M

A X

S

LO

P E

:2

M A

X

LANDING

CONCRETE PAD,

RE: CIVIL & STRUCT.

WALK-IN COOLER

CONDENSING UNIT,

RE: MECH. DWGS

DN

T R

A V

E L

D

IS

T A

N C

E

C O

M M

O N

P A

T H

O F

T R

A V

E L

3'

104 SF

BREAK

ROOM

100 SF

SV OFFICE

224 SF

CORRIDOR

99 SF

IT ROOM

96 SF

ELECTRICAL

89 SF

HAC

90 SF

UNISEX

TOILET

90 SF

UNIS…