2017_05-04_13083_INRC_Warehouse_Phase_2_Amendment_5_(rev.1).pdf

PHASING PLAN

PHASE 1

SITE WORK, UTILITIES AND WAREHOUSE (NORTH END)

(NOT DESCRIBED IN THESE DOCUMENTS)

PHASE 2

WAREHOUSE (SOUTH END)

(DESCRIBED IN THESE DOCUMENTS)

PHASE 3

OFFICE BUILDING & LANDSCAPING

(NOT DESCRIBED IN THESE DOCUMENTS)

PHASE 1

PHASE 1

P H

A S

E

PHASE 3

WORK TO BE PERFORMED

WORK TO BE PERFORMED IN A FUTURE PHASE

DRAWING INDEX PROJECT SUMMARY

PROJECT NAME:

PROJECT ADDRESS:

PROJECT SUMMARY / SCOPE OF WORK:

INRC WAREHOUSE (SOUTH) - PHASE 2

3600 W. NURSERY RD. COEUR D'ALENE, ID 83815

PROJECT INCLUDES A ENTIRELY NEW WAREHOUSE THAT WILL BE A PRE-ENGINEERED, METAL FRAMED BUILDING.

SPACES WILL INCLUDE: RADIO DISPATCH (OFFICE), HOTSHOTS (OFFICE + STORAGE), GENERAL STORAGE, AND VEHICLE STORAGE FOR THE INRC OFFICE BUILDING. A SECURE, FENCED WAREYARD WILL BE BETWEEN THE NURSERY

PROPERTY AND THE WAREHOUSE BUILDING.

IDAHO STATE MAP VICINITY MAP

Image Courtesy of Google Earth

PROJECT LOCATION

COEUR D'ALENE

IDAHO FALLSBOISE

TWIN FALLS

POCATELLO

SPOKANE

LEWISTON

MISSOULA

I90

N . R

A M

S E

Y R

D

W. KATHLEEN AVE.

L

IN

C O

L N

W A

Y

MT

WA

PROJECT TEAM

OWNER

US DEPARTMENT OF AGRICULTURE - USDA

IDAHO PANHANDLE NATIONAL FORESTS

3815 SCHREIBER WAY

COEUR D'ALENE, ID 83815

(208) 765-7204 office

MIKE SHOUP, CONTRACTING OFFICER REPRESENTATIVE

ARCHITECT

A&E ARCHITECTS

222 NORTH HIGGINS

MISSOULA, MT 59802

406.721.5643 office

CHRIS MARTISON, AIA, PRINCIPAL-IN-CHARGE

BRANDON PRINZING, PROJECT MANAGER

CIVIL ENGINEER

MORRISON-MAIERLE, INC.

3011 PALMER ST

MISSOULA, MT 59808

406.542.8880 office

TOBY MCCLUE, CIVIL ENGINEER

STRUCTURAL ENGINEER

BEAUDETTE CONSULTING ENGINEERS

131 W. MAIN ST

MISSOULA, MT 59802

406.721.7315 office

TOM BEAUDETTE, STRUCTURAL ENGINEER

M/P/E ENGINEER

MORRISON-MAIERLE, INC.

3011 PALMER ST

MISSOULA, MT 59808

406.542.8880 office

ARIAN BLOOMFIELD, BUILDINGS DIVISION TEAM LEAD, ELECTRICAL ENGINEER

JODY WAVEREK, MECHANICAL & PLUMBING ENGINEER

LANDSCAPE ARCHITECT

KENT WATSON AND ASSOCIATES

210 N. HIGGINS AVE., ST. 334

MISSOULA, MT 59802

406.721.3500 office

KENT WATSON, LANDSCAPE ARCHITECT

SYSTEMS FURNITURE DESIGNER

INSITE INC.

631 PARK LANE

BILLINGS, MT 59102

(406) 256-6232 office

MARY SUE GUNNIFSON, INTERIOR DESIGNER

FOREST SUPERVISOR

DATETECHNICAL SERVICES OFFICER

DATE

REGIONAL ENGINEER DATE

SIGNATURES

REGIONAL FACILITIES PROGRAM MANAGER DATE

1. EVERY ATTEMPT HAS BEEN MADE TO ASSURE THE ACCURACY OF THE DRAWINGS THROUGH FIELD VERIFICATION & EXISTING PLAN REVIEW. THE CONTRACTOR REMAINS RESPONSIBLE TO VERIFY EXISTING CONDITIONS, SIZES, QUANTITIES, & COORDINATE ALL ASPECTS OF THE PROJECT BEFORE CONSTRUCTION/ ORDERING/ OR INSTALLATION OF ANY COMPONENT. NOTIFY ARCHITECT IMMEDIATELY FOR WRITTEN CLARIFICATION IF ANY DISCREPANCY EXISTS.

2. DRAWINGS CONTAINED WITHIN THESE DOCUMENTS ARE ABBREVIATED IN NATURE. THE CONTRACTOR IS EXPECTED TO USE QUALITY, ACCEPTABLE, CONSTRUCTION PRACTICES & TECHNIQUES FOR THE EXTENT & TYPE OF WORK DESCRIBED HEREIN. SPECIAL CONSTRUCTION METHODS MAY BE REQUIRED DUE TO THE NATURE OF THE

WORK.

3. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STANDARDS & REGULATIONS AS PRESCRIBED BY THE 2012 INTERNATIONAL EXISTING BUILDING CODE, 2012 INTERNATIONAL ENERGY CONSERVATION CODE, IDAPA 07.03.01 - RULES OF BUILDING SAFETY AMENDING PREVIOUSLY MENTIONED CODES, IDAHO STATE PLUMBING CODE BASED ON THE 2009 UNIFORM PLUMBING CODE, IDAHO RULES GOVERNING PLUMBING SAFETY IDAPA 07.02.02-07.02.07, 2014 NATIONAL ELECTRICAL CODE, INCLUDING AMENDMENTS AS LISTED IN IDAPA 07.01.06, 2014 NATIONAL ELECTRICAL CODE INCLUDING AMENDMENTS AS LISTED IN IDAPA 07.01.06, 2012 INTERNATIONAL MECHANICAL CODE - IDAPA RULE 07.07.01.004, 2012 INTERNATIONAL FUEL GAS CODE - IDAPA RULE 07.07.01.005, 2012 IDAHO FIRE CODE, UNIFORM FIRE CODE, AMERICAN NATIONAL STANDARDS, NFPA, THE AMERICANS WITH DISABILITIES ACT, & ANY APPLICABLE LOCAL CODES & REGULATIONS AND ALL WORK SHALL BE PERFORMED IN ACCORDANCE

WITH ALL REQUIREMENTS OF THE LOCAL AUTHORITY OF JURISDICTION

4. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ACCURATE AS-BUILT INFORMATION BEFORE DEMOLITIONS COMMENCES.

5. DO NOT SCALE DRAWINGS. VERIFY ALL EXISTING DIMENSIONS IN THE FIELD; IF A DIMENSION DOES NOT EXIST OR IS IN ERROR, CONTACT THE ARCHITECT IMMEDIATELY

FOR WRITTEN CLARIFICATION.

6. CONTRACTOR(S) SHALL GUARANTEE THEIR WORK FOR A PERIOD OF NO LESS THAN ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. CONTRACTOR(S)

SHALL REPLACE ALL DEFECTIVE PARTS & SUPPLIES AT THEIR COST.

7. CONTRACTOR SHALL SUPPLY ALL PARTS, MATERIALS, & LABOR REQUIRED TO COMPLETE THE WORK INDICATED INCLUDING ALL ACCESSORIES, FINISHES, & SYSTEMS NECESSARY OR APPLICABLE TO ENSURE A COMPLETE & FUNCTIONAL PROJECT UPON COMPLETION.

8. ANY ITEM SHOWN OR REFERENCED IN ONE INSTANCE SHALL BE AS IF SHOWN IN ALL INSTANCES.

9. CONTRACTOR TO REFER TO ALL DRAWINGS INCLUDED IN THIS SET FOR DESCRIPTION OF WORK. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL REQUIREMENTS BETWEEN THE DRAWINGS & THE WORK OF ANY & ALL EMPLOYEES, SUB-CONTRACTORS, SUB-SUB-CONTRACTORS OR ANY PERSON OR TRADE

PARTICIPATING IN ANY ASPECT OF THE WORK OUTLINED.

10. PROVIDE & MAINTAIN ALL NECESSARY BARRICADES, FLAGMEN, SIGNAGE, & TEMPORARY STRUCTURES NECESSARY TO FACILITATE SAFE ACCESS & TRAVEL TO THE

GENERAL PUBLIC.

11. CONTRACTOR SHALL COORDINATE ALL SIZES OF EXISTING OPENINGS WITH THE REQUIREMENTS FOR ANY NEW WORK.

12. ALL NEW FINISHES SHALL ALIGN WITH ADJOINING SURFACES UNLESS NOTED OTHERWISE. CONTRACTOR SHALL PROVIDE SMOOTH, EVEN TRANSITIONS FROM ONE SURFACE TO ANOTHER. COORDINATE FINISHES TO MATCH HISTORIC CONDITIONS UNLESS SPECIFICALLY NOTED OTHERWISE.

13. ALL FINISHES SHALL BE SCRIBED TO ADJACENT SURFACES TO ENSURE COVERAGE OF ANY GAPS OR SPACES NOT INTENDED TO BE EXPOSED.

14.ALL DAMAGED OR DETERIORATED BUILDING ELEMENTS SHALL BE REPAIRED OR REPLACED WETHER INDICATED OR NOT BY IN-KIND MATERIALS AND METHODS TO

PROVIDE A SOUND & VISUALLY COMPLETE FINISHED STRUCTURE.

GENERAL NOTES

0 1 2 3 4 5 6 7 8 9 10 inches

DRAWING NO.

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

5/ 4/

0:

:1

A

M

05.04.171

CV-2

03.01.17

COVERSHEET & GENERAL INFORMATION

13083.00

INRC WAREHOUSE - PHASE 2

USDA FOREST SERVICE

JRB/ES

BP/MEH

BP

BUILDING AREAS (GROSS SF) -

PH-II

Name Area (GSF)

WAREHOUSE

(PHASE II)

17163 SF

HOTSHOTS

(PHASE I)

3651 SF

DISPATCH

(PHASE I)

6909 SF

27723 SF

GENERAL INFORMATION - PHASE 2

CV-2 COVERSHEET & GENERAL INFORMATION

ARCHITECTURAL DRAWINGS - PHASE 2

A0.1 GENERAL INFORMATION

A0.2 INTERIOR WALL TYPES

A0.3 LIFE SAFETY / CODE REVIEW

A1.0 ARCHITECTURAL SITE PLAN

A2.1 FIRST LEVEL PLAN - PHASE 2

A2.1F FIRST LEVEL FINISH PLAN - PHASE 2

A2.4 ROOF PLAN - PHASE 2

A3.2 ENLARGED PLANS - PHASE 2

A4.2 EXTERIOR ELEVATIONS - PHASE 2

A4.3 EXTERIOR ELEVATIONS - PHASE 2

A5.1 BUILDING SECTIONS - PHASE 2

A5.4 WALL SECTIONS - PHASE 2

A6.10 INTERIOR ELEVATIONS - PHASE 2

A6.11 INTERIOR ELEVATIONS - PHASE 2

A6.12 INTERIOR ELEVATIONS - PHASE 2

A6.13 INTERIOR ELEVATIONS - PHASE 2

A6.14 INTERIOR ELEVATIONS - PHASE 2

A6.15 INTERIOR ELEVATIONS - PHASE 2

A6.16 INTERIOR ELEVATIONS - PHASE 2

A6.17 INTERIOR ELEVATIONS - PHASE 2

A6.18 INTERIOR ELEVATIONS - PHASE 2

A6.19 INTERIOR ELEVATIONS - PHASE 2

A6.20 INTERIOR ELEVATIONS - PHASE 2

A6.21 INTERIOR ELEVATIONS - PHASE 2

A7.1 RCP - FIRST/GROUND LEVEL - PHASE 2

A9.1 SCHEDULES - PHASE 2

CIVIL DRAWINGS - PHASE 2

C1.13 2013 TOPOGRAPHIC SURVEY

CD1.2 DEMOLITION PLAN

C1.14 OVERALL PHASING PLAN

C1.15 PROPOSED SITE PLAN

C1.16 GRADING & DRAINAGE PLAN

C1.17 COORDINATE LAYOUT PLAN

C9.11 CIVIL DETAILS

STRUCTURAL DRAWINGS - PHASE 2

S0.1 GENERAL NOTES

S1.1 FOUNDATION PLAN

S1.2 FOUNDATION PLAN - SOUTH

S2.2 ROOF FRAMING PLAN

S9.1 DETAILS

MECHANICAL DRAWINGS - PHASE 2

M0.2 HVAC NOTES, SCHEDULES & LEGENDS

M0.4 HVAC SCHEDULES

M0.5 HVAC SCHEDULES

M0.7 MEP COORDINATION

M2.2 1ST FLOOR HVAC PLAN

M2.4 ROOF HVAC PLAN

M9.3 HVAC DETAILS

FIRE PROTECTION DRAWINGS - PHASE 2

FP0.2 FIRE PROTECTION NOTES

FP2.2 FIRE PROTECTION PLAN

FP9.2 FIRE PROTECTION DETAILS

PLUMBING DRAWINGS - PHASE 2

P0.2 PLUMBING NOTES, SCHEDULES & LEGENDS

P2.2 1ST LEVEL UNDERSLAB PLUMBING PLAN

P2.4 1ST LEVEL PLUMBING PLAN

P9.2 PLUMBING DETAILS

ELECTRICAL DRAWINGS - PHASE 2

E0.2 SYMBOLS & ABBREVIATIONS

E1.3 ELECTRICAL SITE PLAN

E2.2 1ST LEVEL POWER PLAN

E2.5 1ST LEVEL SIGNAL PLAN

E7.2 RCP 1ST LEVEL LIGHTING PLAN

E9.13 DETAILS

E9.14 DETAILS

E9.15 DETAILS

E9.16 DETAILS

E9.17 DETAILS

E9.18 DETAILS

E9.19 SCHEDULES

E9.20 SCHEDULES

E9.21 SCHEDULES

E9.22 SCHEDULES

E9.23 SCHEDULES

INRC WAREHOUSE - PHASE 2

1 1

S2

S1

S3

6" METAL FRAMING

5/8" GWB

FINISH VARIES (SEE FINISH SCHEDULE AND

INTERIOR ELEVATIONS)

WALL BASE VARIES (SEE FINISH SCHEDULE

AND INTERIOR ELEVATIONS)

3 5/8" METAL FRAMING

5/8" GWB

FINISH VARIES (SEE FINISH SCHEDULE AND

INTERIOR ELEVATIONS)

WALL BASE VARIES (SEE FINISH SCHEDULE

AND INTERIOR ELEVATIONS)

5/8" GWB

FINISH VARIES (SEE FINISH SCHEDULE AND

INTERIOR ELEVATIONS)

WALL BASE VARIES (SEE FINISH SCHEDULE

AND INTERIOR ELEVATIONS)

INTERIOR WALL TYPES

6" WALL PARTITION

3 5/8" WALL PARTITION

3 5/8" WALL PARTITION, GWB

ONE SIDE

5/8" 6" 5/8"

7 1/4"

4 7/8"

5/8" 3 5/8" 5/8"

6" @ S4

3 5/8" @ S3 5/8"

S4

6" WALL PARTITION, GWB ONE

SIDE

WALL ASSEMBLIES LEGEND

WALL TYPE DESIGNATION

NUMBER - SUBSET OF WALL TYPE

CM - CONCRETE MASONRY

S - STEEL STUD

SW - SHAFT WALL

FW - FIRE WALL STEEL STUD

P - PARAPET

W1

1. ALL WALLS SHALL HAVE SOUND ATTENUATION BATTS.

2. WALLS INDICATED WITH (GWB-TB) TO RECEIVE MOISTURE RESISTANT CORE

IN PLACE OF GYPSUM WALL BOARD AT LOCATIONS INDICATED ON PLANS,

INTERIOR ELEVATIONS AND IN ROOM FINISH SCHEDULE.

3. WALL TYPES TO DO NOT INCLUDE WALL FINISHES. SEE FINISH SCHEDULE

FOR WALL FINISH INFORMATION.

4. ALL FIRE RATED WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH

TESTING AGENCY REQUIREMENTS. REFER TO SPECIFIC TEST REPORTS

FOR REQUIRED COMPONENTS AND ASSEMBLY.

5. BLOCKING IS REQUIRED AT: WALL MOUNTED CABINETS; WALL MOUNTED

ACCESSORIES AND EQUIPMENT; WALL MOUNTED DOORSTOPS; WALL

MOUNTED HOLD OPEN DEVICES AND/OR CLOSURES; TOILET PARTITIONS

AND ACCESSORIES; OTHER LOCATIONS AS REQUIRED BY THE ARCHITECT

AND INDUSTRY STANDARDS.

INTERIOR WALL ASSEMBLIES GENERAL NOTES

0 1 2 3 4 5 6 7 8 9 10 inches

DRAWING NO.

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

5/ 4/

0:

:1

A

M

05.04.171

A0.2

03.01.17

INTERIOR WALL TYPES

13083.00

INRC WAREHOUSE - PHASE 2

USDA FOREST SERVICE

JRB/ES

BP/JR

BP

PROJECT DATA

CODE TYPE CODE TITLE PER USDA FOREST SERVICE REQUIREMENTS:

THE LATEST EDITION OF EACH APPLICABLE STANDARD APPLIES. WHEN

OVERLAP OCCURS IN CITED STANDARDS AND CODES, THE MORE

PROTECTIVE STANDARD APPLIES. CONFLICTS IN CODE

REQUIREMENTS SHOULD BE RESOLVED BY THE REGIONAL DIRECTOR

RESPONSIBLE FOR ENGINEERING EXCEPT FOR CONFLICTS AS

PROVIDED IN 29 CFR PART 1960, SUBPART C WHICH ARE RESOLVED BY

THE SECRETARY OF THE DEPARTMENT OF LABOR & CLARIFICATION OR

FOR ALTERNATE STANDARDS TO 29 CFR PART 1910 OR 29 CFR PART

1926 ARE THROUGH THE CHAIN OF COMMAND AND IN WRITING TO THE

OCCUPATIONAL SAFETY AND HEALTH STAFF, BUSINESS OPERATIONS,

WASHINGTON OFFICE.

BUILDING 2012 INTERNATIONAL BUILDING CODE (IBC)

ACCESSIBILITY UNITED STATES ACCESS BOARD 2004 ABA ACCESSIBILITY STANDARDS;

AMERICANS WITH DISABILITIES ACT ACCESS GUIDELINES. TITLE 28,

CODE OF FEDERAL REGULATIONS PART 36 (28 CFR PART 36) & UNIFORM

FEDERAL ACCESSIBILITY STANDARDS PUBLISHED BY THE GSA 1988

MECHANICAL 2012 INTERNATIONAL MECHANICAL CODE (IMC)

FIRE 2012 INTERNATIONAL FIRE CODE (IFC)

PLUMBING 2012 INTERNATIONAL PLUMBING CODE (IPC)

ELECTRICAL NATIONAL ELECTRICAL CODE (NEC) 2014 EDITION

ENERGY 2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) &

HANDBOOK ON FUNDAMENTALS, DESIGN & EVALUATION CRITERIA FOR

ENERGY CONSERVATION IN NEW BUILDINGS, STANDARD 90 PUBLISHED

BY ASHRAE

FIRE SPRINKLERS NATIONAL FIRE PROTECTION ASSOCIATION, NFPA 13

FIRE ALARM NATIONAL FIRE PROTECTION ASSOCIATION, NFPA 72

USE AND OCCUPANCY CLASSIFICATION

ALLOWABLE BUILDING HEIGHTS AND AREAS

PER (IBC TABLE 503):

TYPE II-B CONSTRUCTION

55'-0" MAXIMUM HEIGHT

'B' OCCUPANCY: 3 STORIES MAX, 23,000 S.F./STORY = 69,000 S.F. MAX.

S-1 OCCUPANCY: 2 STORIES MAX, 17,500 S.F./STORY = 35,000 S.F. MAX.

PROJECT NAME: INTERAGENCY NATURAL RESOURCE CENTER - WAREHOUSE

PROJECT ADDRESS: 3815 SCHREIBER WAY, COEUR D'ALENE, ID 83815

GROUP(B): GROUP "B", BUSINESS - PHASE 1 & PHASE 2

GROUP(S-1): GROUP "S", STORAGE - PHASE 2

RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES: II, REFERENCE IBC TABLE 1604.5

REQUIRED BIKE PARKING

TITLE 17 COEUR D'ALENE ZONING CODE

17.44.100: BICYCLE PARKING SPACE:

"Where off street parking is required by this chapter, one bike rack capable of accommodating at least two (2) bikes is required for the first ten (10) required parking stalls. Additional bike racks will be installed on a ratio accommodating one bike for each additional ten (10) parking stalls.

The required bike racks must be located on the same lot as, and within a reasonable distance of, the principal use or structure. The bike racks must be placed in a location that will not interfere with pedestrian or vehicular traffic and the area where the rack is placed must meet the paving requirement contained in section 17.44.310 of this chapter. A reduction in the total number of off street parking spaces may be available for providing special accommodations for bicyclists as provided in section 17.44.200 of this chapter. (Ord. 3403, 2011)"

1 BIKE PARKING SPACE PER 10 MOTORIZED VEHICULAR PARKING SPOTS

OCCUPANT LOAD

OCCUPANCY LOAD IBC 1004.1.2

B

100 GSF/OCC.

FIRST LEVEL

MEZZANINE LEVEL (ACCESSORY MECH. EQ. ROOM) 300 GSF/OCC.

ACTUAL AREA - SINGLE STORY WITH MEZZANINE

TOTAL OCCUPANTS:

MEANS OF EGRESS WIDTH

B

STAIRWAYS @ 0.2" PER OCCUPANT (IF SPRINKLERED) IBC 1005.3.1

HALLS @ 0.15" PER OCCUPANT (IF SPRINKLERED) IBC 1005.3.2

S-1

5"

PLUMBING FIXTURES

LAV DRINKING

FOUNTAINDIVIDE LOAD BY 2 PER 2902.1.1

WATER CLOSET

M

1 PER STORY1 PER 65

F

1 PER 125 1 PER 200

190 OCCUPANTS ASSUME 95 MALE, 95 FEMALE

CONSTRUCTION TYPE

CHAPTER 6

TYPE II-B, FULLY SPRINKLERED

33"

3.75" 24.75"

OCCUPANCY SEPARATIONS

REQUIRED SEPARATION OF OCCUPANCIES (IBC TABLE 508.4): NO SEPARATION REQUIREMENT

INCREASES IN ALLOWABLE AREA:

PER 506.1

FORMULA: Aa = {At +[At x If] + [At x Is]} Aa = {35,000 S.F. + [35,000 S.F. x .75] + [35,000 S.F. x 2]} = 131,250 S.F.

FRONTAGE INCREASE IN ALLOWABLE AREA PER IBC 506.2:

FORMULA: If = [F/P -0.25]W/30 If = [848'/848' -0.25] 30'/30 = .75

Is = 2, PER IBC 506.3 DUE TO AUTOMATIC SPRINKLER SYSTEM INCREASE

1 2 1 M & 1 F 1

MEZZANINE IBC SECT. 505

AGGREGATE AREA IN TYPE II SHALL NOT BE GREATER THAN 1/2 OF THE FLOOR AREA OF THE

ROOM IN BUILDINGS AND STRUCTURES EQUIPPED THROUGHOUT WITH A SPRINKLER SYSTEM

AND FIRE ALARM SYSTEM. THE MEZZANINE IS NOT REQUIRED TO BE OPEN TO THE ROOM

WHERE IT IS LOCATED BECAUSE ITS OCCUPANCY IS FEWER THAN 10 PERSONS.

15,181 S.F.FIRST LEVEL (PHASE 1)

MEZZANINE LEVEL (PHASE 1) 2,137 S.F.

14%MEZZANINE AS PERCENTAGE OF FIRST LEVEL AREA

B

100 GSF/OCC.

FIRST LEVEL (ACCESSORY STORAGE AREAS) 300 GSF/OCC. 5

PHASE 2PHASE 1

TOTAL OCCUPANTS BY PHASE PHASE 1 = 118

S-1

500 GSF/OCC.

PHASE 2 = 72

PHASE

B

FIRST LEVEL

MEZZANINE LEVEL

TOTAL AREA:

2,137 S.F.

10,477 S.F. 4,704 S.F.

PHASE 2PHASE 1

TOTAL AREA BY PHASE PHASE 1 = 12,614 S.F.

29,812 S.F.

S-1

12,494 S.F.

PHASE 2 = 17,198 S.F.

OCCUPANCY TYPE B

0 S.F. 0 S.F.

CODE TITLE PER STATE OF IDAHO REQUIREMENTS:

2012 INTERNATIONAL BUILDING CODE (IBC)

2012 IBC W/ ADMINISTRATIVE RULES OF IDAHO

2012 INTERNATIONAL MECHANICAL CODE (IMC) - IDAPA RULE 07.07.01.004 & 2012

INTERNATIONAL FUEL GAS CODE - IDAPA RULE 07.07.01.005

2012 IDAHO FIRE CODE

IDAHO STATE PLUMBING CODE BASED ON THE 2009 UNIFORM PLUMBING CODE

2014 NATIONAL ELECTRICAL CODE (NEC) AS AMENDED BY IDAPA 07.01.06 & IDAPA

ELECTRICAL ADMINISTRATIVE RULES 07.01.01 - 07.01.11

2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

LIFE SAFETY CODE NATIONAL FIRE PROTECTION ASSOCIATION, NFPA 101

MISC. IDAPA 07.03.01 - RULES OF BUILDING SAFETYOCCUPATIONAL SAFETY AND HEALTH STANDARDS FOR GENERAL

INDUSTRY. TITLE 29 CODE OF FEDERAL REGULATIONS PART 1910 (29

CFR PART 1910) & PART 26 (29 CFR PART 26)

FOREST SERVICE HEALTH AND SAFETY CODE HANDBOOK (FSH

6709.11)

BUILT ENVIRONMENT IMAGE GUIDE PUBLISHED BY THE USDA FOREST

SERVICE, 2001, DOCUMENT NUMBER FS-710

2012 IDAHO FIRE CODE

2012 IDAHO FIRE CODE

2012 IDAHO FIRE CODE

EXIT EXIT

EXIT

EXIT

EXIT

EXIT ACCESS DISTANCE = 127'-0"

START COMMON

PATH OF TRAVEL

'-5

T

O C

O M

M O

N P

A T

H O

F T

R A

V E

L

'-2

C

O M

M O

N P

A T

H O

F T

R A

V E

L T

O E

X

IT

75'-8" TO COMMON PATH OF

TRAVEL

START COMMON

PATH OF TRAVEL

/4

EXIT ACCESS DISTANCE =

91'-3"

START COMMON

PATH OF TRAVEL

COMMON PATH OF TRAVEL IN B & S OCCUPANCIES CANNOT EXCEED:

100'-0" WITH FIRE SPRINKLERS

100'-0" WITHOUT FIRE SPRINKLERS IF OCCUPANCY < 30

75'-0" WITHOUT FIRE SPRINKLERS IF OCCUPANCY > 30

COMMON PATH OF TRAVEL DISTANCE SHALL BE INCLUDED IN TOTAL EXIT ACCESS DISTANCE

WHEN A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM, THE

SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT BE LESS THAN ONE- THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED.

MAXIMUM OVERALL DIAGONAL DIMENSION = 309'-7"

SEPARATION OF EXIT DOORS OR EXIT ACCESS DOORWAYS = 103'-2"

EXIT ACCESS TRAVEL DISTANCE PER IBC TABLE 1016.2

S-1 OCCUPANCY W/ SPRINKLER SYSTEM = 250 FT

S-1 OCCUPANCY W/OUT SPRINKLER SYSTEM = 200 FT

B OCCUPANCY W/ SPRINKLER SYSTEM = 300 FT

B OCCUPANCY W/OUT SPRINKLER SYSTEM = 200 FT

BLM UNHEATED

STORAGE

BLM WOOD SHOP FWS STORAGE

CIO / TEC VEHICLE

BAY

BLM / FIRE

STORAGE

HOTSHOT TOOL

SHOP/WORK AREA

HOTSHOT OFFICE

HOTSHOT OFFICE

HOTSHOT SQUAD

LEADER/SRFF

OFFICE

HOTSHOT READY

ROOM/PERSONAL

GEAR/LOCKERS

HOTSHOT

EQUIPMENT

STORAGE

ENTRY / WAITING

SHARED TRAINING

ROOM/CLASSROOM

SHARED TRAINING

ROOM/CLASSROOM

SHARED

UNHEATED

STORAGE LAW STORAGE

F H

P S

T O

R A

G E

F H

P C

L E

A N

R O

O M

FHP LAB

FWS LAB

ECO STORAGE

TEC STORAGE

CIO PROGRAM/

PROJECT STG

CIO

B U

IL

D

IN

G

S T

G

J A

N

IT

O R

IA

L

MAC ROOM /

BRIEFING ROOM

HISTORICAL FILE

STORAGE

UNISEX TOILET

WOMENS

LOCKERS/

SHOWERS

M E

N S

L O

C K

E R

S

S H

O W

E R

S

STORAGE

ELEC. RM.

W A

T E

R S

E R

V

IC

E

R

IS

E R

R M

M E

N S

R E

S T

R O

O M

W O

M E

N S

R E

S T

R O

O M

IA FLOOR

INTEL/DUTY

OFFICER

ASST. CENTER

MNGR. OFFICE

CENTER MNGR.

OFFICE

'B' OCCUPANCY = 13,901 G.S.F. = 139 OCCUPANTS

309'-7" OVERALL DIAGONAL DIMENSION

E X

IT

A

C C

E S

S D

IS

T

A N

C E

9' -1

/4

3' - 2 3/4"

EXIT ACCESS DISTANCE = 223'-5"

'-2

C

O M

M O

N P

A T

H O

F T

R A

V E

L T

O E

X

IT

E X

IT

A

C C

E S

S D

IS

T

A N

C E

1' -0

EXIT ACCESS DISTANCE = 132'-1"

51'-1" COMMON PATH OF TRAVEL TO EXIT

START COMMON

PATH OF TRAVEL

START COMMON

PATH OF TRAVEL

'S-1' OCCUPANCY = 12,494 G.S.F. = 25 OCCUPANTS

'B' OCCUPANCY, ACCESSORY STORAGE AREAS = 1,280

G.S.F. = 5 OCCUPANTS

PHASE 2PHASE 1

PHASE 1PHASE 2

WAREHOUSE (SOUTH END) BUILDING AND FINISHES ONLY

(NOT DESCRIBED IN THESE DOCUMENTS)

SITE WORK, UTILITIES AND WAREHOUSE (NORTH END)

(DESCRIBED IN THESE DOCUMENTS)

81'-10" TRAVEL DISTANCE

TO FOOT OF STAIR

136'-9" EXIT TRAVEL DISTANCE FROM

FOOT OF STAIR TO FURTHEST EXIT

TOTAL DISTANCE = 218'-7" ALL 'B'

OCCUPANCY

'B' OCCUPANCY ACCESSORY MECHANICAL EQUIPMENT ROOMS

300 G.S.F./OCCUPANT (PER TABLE 1004.1.2): 2,137 G.S.F. = 8 OCCUPANTS

TEL/COMM

STAIR 1

CLOS.

MECHANICAL ROOM UNOCCUPIED ATTIC SPACE

OPEN TO BELOW

0 1 2 3 4 5 6 7 8 9 10 inches

DRAWING NO.

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

5/ 4/

0:

:1

A

M

05.04.171

A0.3

03.01.17

LIFE SAFETY / CODE REVIEW

13083.00

INRC WAREHOUSE - PHASE 2

USDA FOREST SERVICE

JRB/ES

BP/MEH

BP

: 1/16" = 1'-0"A0.3A4.0

10 FIRST LEVEL PLAN - LIFE SAFETY PLAN

: 1/16" = 1'-0"A0.3A5.0

14 MEZZANINE LEVEL PLAN - LIFE SAFETY PLAN

PHASE 1 1

PHASE 1PHASE 2

WAREHOUSE

ARCH F.F. 100'-0"

OFFICE

PHASE 3

OVERALL FOOTPRINT = 27,545

GSF

IMPORTANT NOTE:

REFERENCE CIVIL DRAWINGS FOR CURRENT SITE

LAYOUT. FOR REFERENCE ONLY.

BLM TRAILERS (N.I.C.)

LINE OF ROOF ABOVE (TYP)

PHASE 2

FOOTPRINT =

17,211 GSF

PHASE 1

FOOTPRINT =

10,334 GSF

WORK TO BE PERFORMED IN THIS PHASE (PHASE 2)

WORK TO BE PERFORMED IN A FUTURE PHASE (PHASE 3)

ARCHITECTURAL SITE PLAN LEGEND

WORK PERFORMED IN A PREVIOUS PHASE (PHASE 1)

SITE INFORMATION

OWNER: INTERAGENCY NATURAL RESOURCE CENTER (INRC)

PROPERTY ADDRESS: 3815 SCHREIBER WAY, COEUR D'ALENE, ID 83815

PARCEL NO.: 51N04W-34-6200

SECTION MAP: 514W34SW

SECTION 34, TOWNSHIP 51 NORTH, RANGE 4 WEST

SERIAL: 137345

FULL LEGAL: A PORTION OF THE NW 1/4 OF THE SW 1/4 SECTION 34, AND A PORTION OF THE NE 1/4 OF THE SE 1/4, SEC. 33, ALL IN T.51N., T4W., B.M. CITY OF COEUR D'ALENE, KOOTENAI

COUNTY, IDAHO

GEOCODE: 47.716930, -116.826681

ZONING: NC

CITY OF COEUR D'ALENE, IDAHO CITY CODE, CHAPTER 17.44 OFF STREET PARKING, SECTION 17.44.050 CIVIC USES

ADMINISTRATIVE USE: 1 SPACE/330 S.F. FLOOR AREA

ESSENTIAL SERVICES: NONE REQUIRED

PARKING REQUIRED: 36 SPACES

PARKING PROVIDED: 43 PASSENGER VEHICLE SPACES

ACCESSIBLE SPACES REQUIRED ( PER IBC 1106.1): 2 SPACES

ACCESSIBLE SPACES PROVIDED: 2 SPACES

VAN SPACES REQUIRED: 1 PER 6 ACCESSIBLE SPACES

VAN SPACES PROVIDED: 2 SPACES

PARKING DATA

0 1 2 3 4 5 6 7 8 9 10 inches

DRAWING NO.

PKG

NO.

SHEET

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PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

5/ 4/

0:

:1

A

M

05.04.171

A1.0

03.01.17

ARCHITECTURAL SITE PLAN

13083.00

INRC WAREHOUSE - PHASE 2

USDA FOREST SERVICE

JRB/ES

BP

BP

: 1" = 50'-0"A1.0A4.0

13 ARCHITECTURAL SITE PLAN

FHP LAB

CIO PROGRAM/

PROJECT STG

ECO STORAGE

FWS STORAGE

CIO / TEC VEHICLE

BAY

CP

SHARED

UNHEATED

STORAGE

FHP CLEAN ROOM

FWS LAB

TEC STORAGE

CIO

FHP STORAGE

LAW STORAGE

139 A3.2

A6.12

A6.11

A6.20

10 6

A6.19

7 5

A6.18

7 5

A6.17

10 6

A6.16

13 5

BLM WOOD SHOP

BLM UNHEATED

STORAGE

A6.15

A6.14

A6.14

A6.13

1 6

A6.15

147.1

.2

.3

.5

.4

.1

140.1

.3

.6

.4

.1

.1

.1

132.2

.1

.1

B

.1

A

.1

.1

139.1 131.1

130.1

12X12 SEEDLING

COOLER (N.I.C.)

FOOTPRINT1

.6

141.3

BUILDING STG.

JANITORIAL

BLM / FIRE

STORAGE

A5.1

A5.1

A5.1

A5.1

A5.1

A5.1

A6.21

A6.10

7 1

A6.113

CORRIDOR

122B

CORRIDOR

122C

A6.125

A6.10

7' - 6" 23' - 0" 18' - 2" 10' - 6" 6' - 10"

CL

CL

CLCL CL CL

9 3/4" 9' - 3" 2' - 0"3' - 8"

9' - 6" 9' - 6" 9' - 6"

2' - 0" 2' - 0" 1' - 8" 2' - 6"

2' - 0"2' - 0"

3'

7'

2' - 0"

2'

A4.2

A4.3

2' - 10"

2' - 0"

.2

A3.2

PHASE 1PHASE 2

STEEL STRUCTURAL COLUMN

SUPPORTING ROOF, SEE

STRUCTURAL DRAWINGS

8' H. CHAIN LINK FENCE W/

GATES (TYP)

P-LAM CASEWORK, TYP

10' - 2"

800 S.F. NIZ CAGED STORAGE

335 S.F. ECO STORAGE 335 S.F. FS STORAGE 335 S.F. TEC FS STORAGE

.2

CORRIDOR

122B

A3.2

A3.2

A3.2

A3.2

A3.2

B B

D D

C C

FD

FD FD

11' - 9"

FD

FD

2'

2'

2'

DEDICATED 4X6 BATTERY

CHARGING STATION (OPOI)

AREA AT FLOOR

WALL MT'D EYEWASH (REF.

PLUMBING DWGS.)

DEDICATED 5X5 HERBARIUM

SPECIMEN AREA, OPOI

7'

EQUAL 2" EQUAL 2"

8'x24' STORAGE

PLATFORM SYSTEM

4' - 8"

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

122B.2

18' - 8 1/2"

.2

.1

CG-1CG-1CG-1

/4

CG-1

24' - 0" 14' - 6"

A3.2

CONCRETE FILLED STEEL

PIPE BOLLARD (TYP)

S1

S1

S1

S1

S1

S1

S1 S1

S1

S1

S1

S1

S1

S1

S1

S1

S1 S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

2' - 6"

3' - 7"

3' - 0 5/8"

4' - 10 3/4"

A5.1

A5.1

/8

143.4

8"

1' - 0 1/4" 4 1/4"

CG-1

8'-0" H.

142.1 142.2

.3

9' - 9" 9' - 9" 9' - 9" 8' - 6"

143.1

.2

144.1 144.2

.3

146.1

.2

146.3

142.5

/4

2' - 1"

12' - 0 1/8"

S3

S3 S3 S3

S3

S3 S3 S3 S3 S3 S3

S3S3S3S3S3

S3

S3

5' - 5"

5' - 4 3/4"

CLEAR

/8

23' - 2 5/8" 24' - 9 3/8" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"

12' - 5 3/8" 12' - 4" 2' - 7"11' - 8" 11' - 8" 2' - 7" 11' - 8" 12' - 4" 11' - 8" 2' - 7" 11' - 8" 12' - 4"

3' - 4 7/8"

10' - 11" 2' - 4" 12' - 2" 3' - 4"

6"1' - 0"6"6"6"6"6"6"6"6"6"6"6"6"6"6"

A4.2

/8

F.E.C.

9' - 4 1/8"

F.E.C.

1 1

1 1

CONCRETE SLAB

CONC SEALER OVER

CONC SLAB OVER

CRUSHED ROCK BASE

REF STRUCT FOR ADDL INFO

1. FIELD VERIFY ALL DIMENSIONS. DO NOT SCALE

DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE

ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES

BETWEEN EXISTING CONDITIONS AND THE CONTRACT

DOCUMENTS PRIOR TO COMMENCING WORK.

2. COORDINATE MILLWORK, EQUIPMENT AND

ACCESSORY ITEMS INSTALLATION AND PROVIDE

BLOCKING IN PARTITIONS AS REQUIRED FOR SUPPORT

OR BLOCKING FOR SUCH MILLWORK AND/OR

ACCESSORIES.

3. ALL DIMENSIONS ARE FROM FACE OF STUD, CENTER

OF COLUMN, OR FACE OF EXISTING BUILDING UNLESS

NOTED OTHERWISE.

GENERAL NOTES

B B

D D

C C

83 5 6 7 9 1021

A A A A A A A A

A A A A A A A A

A

A

E X

IS

T

IN

G

W A

LL

P H

A S

E

W O

R K

WALL TYPE 'A': HORIZONTAL GIRTS

METAL PANEL CLADDING (REF. EXTERIOR

ELEVATIONS FOR TYPE)

2" CONTINUOUS RIGID INSULATION W/

INTEGRAL, ACRYLIC-COATED ALUMINUM

FACER

R-25 BATT INSULATION

STEEL GIRT @ 5'-0" O.C. VERT. MAX.

VAPOR RETARDER

5/8" GYPSUM BOARD

3/4" D. 16 GA. COATED STEEL HORIZONTAL

PERFORATED GIRT @ 24" O.C. VERT (MAX.)

W/ THERMALLY ISOLATED FASTENERS

3/4" D. x 3" W. 16 GA. COATED STEEL VERTICAL

PANEL ATTACHMENT @ 24" O.C. (MAX.) W/

THERMALLY ISOLATED FASTENERS

3 1/2" VARIES W/ CLADDING

PHASE 2 PHASE 1

KEY PLAN

0 1 2 3 4 5 6 7 8 9 10 inches

DRAWING NO.

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

5/ 4/

0:

:1

A

M

05.04.171

A2.1

03.01.17

FIRST LEVEL PLAN - PHASE 2

13083.00

INRC WAREHOUSE - PHASE 2

USDA FOREST SERVICE

JB

MB

MB

: 1/8" = 1'-0"A2.1A4.0

9 FIRST LEVEL PLAN - PHASE 2

: 1/32" = 1'-0"A2.1A4.0

13 FIRST LEVEL PLAN - PHASE 2 EXTERIOR WALL TYPE DIAGRAM

: 1" = 1'-0"A2.1

14 EXTERIOR WALL TYPE A

C C

FHP LAB

FHP CLEAN ROOM

FWS LAB

A6.14

A6.14

A6.13

.1

140.1

.1

.1

S1

S1

S1

S1

S1

2' - 10" 7' - 6" 7' - 11" 24' - 0" 5' - 3" 18' - 9"

48' - 0"

4'

7' - 5" 9' - 3" 7' - 4"

S1

S1 S1

S1

2'

16' - 8"

2'

2'

2' - 1"

2' - 1"

4' - 9 3/4" 4' - 2" 5' - 3" 2' - 1"

7'

5'

4' - 6"

8'

2'

2' - 0"

SS SINK W/ EYEWASH

COUNTERTOP DISTILLER

FLOOR ENVIRONMENTAL

CHAMBER

REFRIGERATOR

ENVIRONMENTAL

CABINET - SEE MECH.

FREEZER REF REF

2'

3' - 0"

NOTE: OPEN AREA TO BE USED FOR WORKBENCH. CONTRACTOR RESPONSIBLE

FOR MOVING AND INSTALLING (E) WORKBENCH FROM (E) FHP LAB OVER TO THIS

ROOM. COORDINATE WITH C.O.R. FOR PLACEMENT. SIZE APPROX. 4x10'

C

LE

A R

SS SINK

SS SINK

P-LAM CASEWORK UPPERS

AND LOWERS TYP AT ALL

LABS.

8' - 4"

9' - 3"

S1

S1S1

S1

S1

S1

B B

C C

UTV UTV

UTV CHIPPER

SPLITTER

BOAT

BOAT

SNOWMOBILE

MOWERS

SEEDLING

COOLER

10' - 2" 9' - 6" 9' - 6" 9' - 6"

BLM UNHEATED

STORAGE

CHAIN LINK

STORAGE CAGES

B B

. . SCHEDULED DOOR OPENING WIDTH.

1/2" STEEL PLATE, PAINTED (TYP)

'J' TRIM, FINISH TO MATCH ADJ.

PANELS (TYP)

CONC. FILLED STEEL PIPE BOLLARD

(TYP)

CP PANEL CLAD WALL (EXTERIOR

WALL TYPE A)

A3.2 SCHEDULED FURRED INTERIOR

PARTITION

SCHEDULED HM DOOR FRAME, GROUTED

SOLID

3"

SCHEDULED OVERHEAD DOOR

1' - 3 1/2"

6"

3/8" JT. W/ SEALANT & BACKER ROD

A3.2

SIM.

/2

/8

B B

SOLID GRAY HATCH

INDICATES PHASE 1

WORK

2 1/2" x 3" INSIDE CORNER TRIM, FINISH

SHALL MATCH ADJACENT CP PANEL

'J' TRIM, FINISH SHALL MATCH ADJ. CP

PANEL

1/2" STEEL PLATE, PAINTED (TYP)

3/8" JT. W/ SEALANT & BACKER ROD

SCHEDULED HM DOOR FRAME

GROUTED SOLID

CP PANEL CLAD WALL (EXTERIOR

WALL TYPE A)

SCHEDULED FURRED INTERIOR PARTITION

3/4" F.R.T. PLYWOOD TO 8'-0" A.F.F. ON

EXISTING FRAMING, 5/8" GYP. BD. ABOVE

8'-0"

1' - 8 1/8"

REMOVE TEMPORARY METAL SIDING &

RIGID INSULATION FROM FACE OF

EXISTING (PHASE 1) WALL. FILL, PATCH,

REPAIR & PREP EXISTING GYP. BD.

SHEATHING SUBSTRATE AS REQUIRED

TO ACHIEVE A FINAL PRODUCT

MEETING, OR EXCEEDING, AN ASTM

C840-04 "LEVEL B" SURFACE FOR PAINT

FINISH.

CP CLAD EXTERIOR WALL (EXTERIOR

WALL TYPE A)

SOLID GRAY HATCH INDICATES

EXISTING (PHASE 1) CONSTRUCTION

REMOVE EXISTING OUTSIDE CORNER TRIM, GYP.

SHEATHING & CLADDING FROM RETURN FACE.

TERMINATE EXISTING CP CLADDING W/ 'J' TRIM.

FINISH SHALL MATCH ADJ. CP PANELS

'J' TRIM TERMINATION. FINISH SHALL

MATCH ADJ. CP PANELS.

PHASE 2 (NEW) EXISTING

D D

CP CLAD EXTERIOR

WALL (EXTERIOR WALL

TYPE A)

SCHEDULED INTERIOR

FURRED PARTITION

'J' TRIM, FINISH SHALL MATCH ADJ. CP PANELS

3/8" JT. W/ BACKER ROD & SEALANT

SCHEDULED WINDOW W/ MANUF'S STD. EQUAL LEG

FRAME F-ANCHOR STRAPS SECURED TO FRAMING

GYPSUM BOARD SILL, PAINTED

D D

5 1/4"

3/

4"

1' - 1 3/4"

SCHEDULED INTERIOR FURRED PARTITION

CP CLAD EXTERIOR WALL (EXTERIOR WALL TYPE A)

PREFINISHED METAL OUTSIDE CORNER TRIM,

FINISH SHALL MATCH ADJACENT CP PANELS

CONCRETE FILLED STEEL PIPE BOLLARD (TYP)

STEEL MOMENT FRAME MEMBER

6" O.D. SCHEDULE 40, HOT DIPPED

GALVANIZED STEEL PIPE BOLLARD,

PAINTED SHERWIN WILLIAMS

#SW6911 'CONFIDENT YELLOW'.

FILL SOLID W/ CONCRETE. DOME

TOP 1" TO SHED WATER

ASPHALT PAVING PER CIVIL

ENGINEERING DRAWINGS

(INTERIOR CONC. PAVING @

CONDITIONS MARKED AS

SIMILAR)

4"L. 1/2" DIAM. HEADED

ANCHOR STUDS @ 12" O.C.

VERT. & @ QUARTER POINTS

OF PIPE CIRCUMFERENCE

(TYP)

2'-0"x2'-0"x3'-8" CONCRETE

FOOTING PIER

1/

2" 1'

1'

1/ 2"

6"

3'

2' - 0"

1" 4'

5" 4" 6" 4" 5"

B

7'J' TRIM, FINISH SHALL MATCH ADJ. CP

PANEL (TYP)

1/2" STEEL PLATE, PAINTED (TYP)

3/8" JT. W/ SEALANT & BACKER ROD

SCHEDULED HM DOOR FRAME

GROUTED SOLID (TYP)

CP PANEL CLAD WALL (EXTERIOR

WALL TYPE A)

SCHEDULED FURRED INTERIOR PARTITION

SCHEDULED INTERIOR

PARTITION- INTERRUPT AT,

AND FOLLOW LINES OF,

STEEL MOMENT FRAME

MEMBER

STEEL MOMENT FRAME MEMBER, PAINTED

/4

/4

6 5/8" 6 5/8"

/8

2" 3 3/8" 3 5/8"

0 1 2 3 4 5 6 7 8 9 10 inches

DRAWING NO.

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

5/ 4/

0:

:1

A

M

05.04.171

A3.2

03.01.17

ENLARGED PLANS - PHASE 2

13083.00

INRC WAREHOUSE - PHASE 2

USDA FOREST SERVICE

ES

MEH

BP

: 1/4" = 1'-0"A3.2A2.1

11 ENLARGED PLAN - FWS LAB, FHP LAB & CLEAN ROOM

: 1/16" = 1'-0"A3.2A2.1

4 BLM UNHEATED STOR. - SPACE ALLOCATION PLAN

NORTH

NORTH

: 1" = 1'-0"A3.2A2.1

1 TYP. O.H. DOOR & PASSAGE DOOR JAMB DETAILS

: 1" = 1'-0"A3.2A2.1

2 TYP. INSIDE CORNER & EXT. DOOR JAMB PLAN DTL.

: 1" = 1'-0"A3.2A2.1

3 E. WALL PHASE MEETING PLAN DETAIL

: 1" = 1'-0"A3.2A2.1

5 TYPICAL WINDOW JAMB DETAIL

: 1" = 1'-0"A3.2A2.1

9 TYPICAL OUTSIDE CORNER PLAN DETAIL W/ BOLLARDS

: 1/2" = 1'-0"A3.2A3.2

10 BOLLARD DETAIL

: 1" = 1'-0"A3.2A2.1

13 EMBEDDED MOMENT FRAME PLAN DETAIL @ JAMBS

1 1 1 1

FIRST LEVEL

100' - 0"

B/ EAVE - WEST

113' - 0"

T.O.F.

96' - 6"

A5.1

A5.1

A5.1

A5.1

PHASE 2PHASE 1

PHASE 2 RIDGE

126' - 6"

48 3567910 2 1

3' - 6"

5'

A5.1

A5.1

DASHED LINES INDICATE VINYL WALL GRAPHIC SIZE

& LOCATION - TYP. @ EVERY OVERHEAD DOOR.

4'-0" H. PAINTED STEEL CONCRETE FILLED PIPE

BOLLARD (TYP)

CENTER LOUVER

OVER DOOR

BELOW, U.N.O.

(TYP)

SSR

1616161616161616

/8

146.3

FIRST LEVEL

100' - 0"

B/ EAVE - EAST

112' - 0"

B/ EAVE - WEST

113' - 0"

A5.1

A5.1

PHASE 2PHASE 1

CP

PHASE 2 RIDGE

126' - 6"

PHASE 2 RIDGE

126' - 6"

B EDCA

CP

DASHED LINES INDICATE VINYL WALL GRAPHIC SIZE

& LOCATION - TYP. @ EVERY OVERHEAD DOOR.

4'-0" H. PAINTED STEEL CONCRETE FILLED PIPE

BOLLARD (TYP)

SOLID GRAY HATCH INDICATES EXISTING

(PHASE 1) CONSTRUCTION TO REMAIN.

SOLID GRAY HATCH

INDICATES EXISTING

(PHASE 1)

CONSTRUCTION TO

REMAIN.

" 9

12' - 0" 18' - 6 1/8" 18' - 0" 4' - 5 3/8" 23' - 0" 13' - 0"

16161616

EXTERIOR MATERIALS LEGEND

SYMBOL DESCRIPTION

CP

CORRUGATED PANELS - VERTICAL

BASIS OF DESIGN - MANUF/MODEL: FABRAL, CORRUGATED, 7/8" THICK, 32" WIDE

COLOR - CHARCOAL

REFERENCE SPECS FOR ADDITIONAL INFORMATION. PANELS TO SPAN 5'-0".

SSR

STANDING SEAM ROOF / WALL PANELS

BASIS OF DESIGN - MANUF/MODEL: FABRAL, POWERSEAM, 2" THICK, 18" WIDE

COLOR - STONE GREY

REFERENCE SPECS FOR ADDITIONAL INFORMATION. PANELS TO SPAN 5'-0".

FP

FLUSH WALL PANELS, CONCEALED FASTENER

BASIS OF DESIGN - MANUF/MODEL: FABRAL, SELECT SERIES, 12-W, 1.5" THICK, 12" WIDE

COLOR - CHARCOAL

REFERENCE SPECS FOR ADDITIONAL INFORMATION. PANELS TO SPAN 5'-0".

KEYNOTES - BUILDING ELEVATIONS

1. 'CP' METAL SIDING, CORRUGATED, DARK GREY

2. STOREFRONT DOORS AND FRAMES, TYP.

3. NOT USED

4. NOT USED

5. PREFINISHED METAL FASCIA, TYP.

6. ALUMINUM WINDOW, INSULATED, TYP.

7. SECTIONAL METAL OVERHEAD DOOR, INSULATED ,TYP.

8. METAL BOLLARD, HIGH-VIZ, CONCRETE FILLED TYP.

9. HOLLOW METAL DOOR, INSULATED, TYP.

10. NOT USED

11. CONTINUOUS METAL SNOW GUARD, MOUNTED ON STANDING

SEAM ROOFING (SSR)

12. 'FP' FLUSH WALL PANELS

13. NOT USED

14. NOT USED

15. WALL LOUVER OR DAMPER (REF. MECH. DWGS.)

16. SCHEDULED LIGHT FIXTURE (REF. ELEC. DWGS.)

KEYNOTE IS DESIGNATED WITH THIS SYMBOL#

0 1 2 3 4 5 6 7 8 9 10 inches

DRAWING NO.

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

5/ 4/

0:

:2

A

M

05.04.171

A4.2

03.01.17

EXTERIOR ELEVATIONS - PHASE 2

13083.00

INRC WAREHOUSE - PHASE 2

USDA FOREST SERVICE

ES

BP/MEH

BP

: 1/8" = 1'-0"A4.2

5 WEST ELEVATION - PHASE 2

: 1/8" = 1'-0"A4.2A2.1

13 SOUTH ELEVATION - PHASE 2

FIRST LEVEL

100' - 0"

B/ EAVE - EAST

112' - 0"

B/ EAVE - EAST

112' - 0"

A5.1

A5.1

A5.1

A5.1

PHASE 1PHASE 2

PHASE 2 RIDGE

126' - 6"

PHASE 2 RIDGE

126' - 6"

4 83 5 6 7 9 1021

CP

A5.1

A5.1

CONCRETE FILLED STEEL

BOLLARD (TYP)

OPEN TO BEYOND

BIRD NETTING @ UNDERSIDE OF

EXPOSED STRUCTURE @ EXTERIOR

TRANSLUCENT, INSULATED PANELS (TYP)

OPEN TO BEYOND

161616

2' - 10 1/8"

KEYNOTES - BUILDING ELEVATIONS

1. 'CP' METAL SIDING, CORRUGATED, DARK GREY

2. STOREFRONT DOORS AND FRAMES, TYP.

3. NOT USED

4. NOT USED

5. PREFINISHED METAL FASCIA, TYP.

6. ALUMINUM WINDOW, INSULATED, TYP.

7. SECTIONAL METAL OVERHEAD DOOR, INSULATED ,TYP.

8. METAL BOLLARD, HIGH-VIZ, CONCRETE FILLED TYP.

9. HOLLOW METAL DOOR, INSULATED, TYP.

10. NOT USED

11. CONTINUOUS METAL SNOW GUARD, MOUNTED ON STANDING

SEAM ROOFING (SSR)

12. 'FP' FLUSH WALL PANELS

13. NOT USED

14. NOT USED

15. WALL LOUVER OR DAMPER (REF. MECH. DWGS.)

16. SCHEDULED LIGHT FIXTURE (REF. ELEC. DWGS.)

KEYNOTE IS DESIGNATED WITH THIS SYMBOL#

EXTERIOR MATERIALS LEGEND

SYMBOL DESCRIPTION

CP

CORRUGATED PANELS - VERTICAL

BASIS OF DESIGN - MANUF/MODEL: FABRAL, CORRUGATED, 7/8" THICK, 32" WIDE

COLOR - CHARCOAL

REFERENCE SPECS FOR ADDITIONAL INFORMATION. PANELS TO SPAN 5'-0".

SSR

STANDING SEAM ROOF / WALL PANELS

BASIS OF DESIGN - MANUF/MODEL: FABRAL, POWERSEAM, 2" THICK, 18" WIDE

COLOR - STONE GREY

REFERENCE SPECS FOR ADDITIONAL INFORMATION. PANELS TO SPAN 5'-0".

FP

FLUSH WALL PANELS, CONCEALED FASTENER

BASIS OF DESIGN - MANUF/MODEL: FABRAL, SELECT SERIES, 12-W, 1.5" THICK, 12" WIDE

COLOR - CHARCOAL

REFERENCE SPECS FOR ADDITIONAL INFORMATION. PANELS TO SPAN 5'-0".

0 1 2 3 4 5 6 7 8 9 10 inches

DRAWING NO.

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

5/ 4/

0:

:2

A

M

05.04.171

A4.3

03.01.17

EXTERIOR ELEVATIONS - PHASE 2

13083.00

INRC WAREHOUSE - PHASE 2

USDA FOREST SERVICE

ES

BP/MEH

BP

: 1/8" = 1'-0"A4.3A2.1

1 EAST ELEVATION - PHASE 2

B/ EAVE - EAST

112' - 0"

B/ EAVE - WEST

113' - 0"

T.O.F.

96' - 6"

A5.1

A5.1

BLM UNHEATED

STORAGE

SHARED

UNHEATED

STORAGE

A5.4

A5.4

A5.4

5 PHASE 2 RIDGE

126' - 6"

B DCA

FIRST LEVEL

100' - 0"

FIRST LEVEL

100' - 0"

B/ EAVE - EAST

112' - 0"

B/ EAVE - EAST

112' - 0"

A5.1

A5.1

A5.1

A5.1

11 BLM UNHEATED

STORAGE

BLM WOOD SHOP

BLM / FIRE

STORAGE

A5.4

A5.4

OPEN TO BEYOND

PHASE 2 RIDGE

126' - 6"

PHASE 2 RIDGE

126' - 6"

48 3567910 2 1

A5.1

A5.1

BIRD NETTING @ UNDERSIDE

OF ALL EXPOSED STRUCTURE

OPEN TO BEYOND

FIRST LEVEL

100' - 0"

B/ EAVE - EAST

112' - 0"

B/ EAVE - WEST

113' - 0"

T.O.F.

96' - 6"

A5.1

A5.1

CIO / TEC VEHICLE

BAY

CIO PROGRAM/

PROJECT STG

TEC STORAGE

REF 11/A5.3

PHASE 2 RIDGE

126' - 6"

BD C A

CORRIDOR

122B

FIRST LEVEL

100' - 0"

FIRST LEVEL

100' - 0"

B/ EAVE - EAST

112' - 0"

B DC

B/ EAVE - WEST

113' - 0"

A

T.O.F.

96' - 6"

T.O.F.

96' - 6"

PHASE 2 RIDGE

126' - 6"

PHASE 2 RIDGE

126' - 6"

2"

12"

2"

12"

A5.4

0 1 2 3 4 5 6 7 8 9 10 inches

DRAWING NO.

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

5/ 4/

0:

:2

A

M

05.04.171

A5.1

03.01.17

BUILDING SECTIONS - PHASE 2

13083.00

INRC WAREHOUSE - PHASE 2

USDA FOREST SERVICE

ES

BP/MEH

BP

: 1/8" = 1'-0"A5.1A2.1

11 BUILDING SECTION - PHASE 2

: 1/8" = 1'-0"A5.1A2.1

5 BUILDING SECTION - PHASE 2

: 1/8" = 1'-0"A5.1A2.1

9 BUILDING SECTION - PHASE 2

: 1/8" = 1'-0"A5.1A2.1

13 BUILDING SECTION - PHASE 2

FIRST LEVEL

100' - 0"

B/ EAVE - WEST

113' - 0"

B/ EAVE - WEST

113' - 0"

BLM UNHEATED

STORAGE

PHASE 2 RIDGE

126' - 6"

PHASE 2 RIDGE

126' - 6"

OPEN TO BEYOND BETWEEN UPPER AND

LOWER ROOFS

BIRD NETTING @ UNDERSIDE OF

EXPOSED STRUCTURE @ EXTERIOR

CP FASCIA @ WEST FACE OF SOFFIT

ROOF PURLIN / GIRT

TYPICAL ROOF ASSEMBLY, UNINSULATED

BEYOND THERMAL ENVELOPE / EXTERIOR

WALL

CP CLAD EXTERIOR WALL ASSEMBLY

(EXTERIOR WALL TYPE A)

OVERHEAD DOOR

ASSEMBLY

1/2" THK STEEL PLATE OH DOOR

SURROUND, PAINTED

CONCRETE FILLED

STEEL BOLLARD,

PAINTED (TYP)

ASPHALT PAVING, REF. CIVIL DWGS.

CONCRETE FLOOR SLAB,

REF. STRUCTURAL

DWGS.

CONCRETE FOUNDATION WALL,

REF. STRUCT. DWGS.

PREFIN. SHT. MTL. FLASHING, WRAP

UP BEHIND RIGID INSULATION 6" MIN.

/2

FIRST LEVEL

100' - 0"

FIRST LEVEL

100' - 0"

CIO / TEC VEHICLE

BAY

BLM / FIRE

STORAGE

146.5147.3

PHASE 2 RIDGE

126' - 6"

TYPICAL SSR ROOF ASSEMBLY

TRANSLUCENT INSULATED PANELS

SLOPING GYPSUM BOARD SURFACE

SCHEDULED INTERIOR PARTITION TO

UNDERSIDE OF STRUCTURE ABOVE

FIRST LEVEL

100' - 0"

B

B/ EAVE - WEST

113' - 0"

2"

12"

'SSR' ROOF ASSEMBLY:

• 'SSR' METAL ROOF PANELS, REF. KEY ON

EXT. ELEVATIONS

• CONTINUOUS 1" THERMAL ISOLATING, R-3,

BLOCKS

• @ T/ PURLIN GIRTS

• MTL. BLDG. MANUF.'S 12" ROOF PURLIN

GIRTS

• SPECIFIED 3 1/2" BATT INSULATION,

WRAPPED/COMPRESSED OVER

T/THERMAL BLOCKS @ PURLIN GIRTS

• SPECIFIED 8" BATT INSULATION W/

INTEGRAL VAPOR BARRIER @ BOTTOM

FACE

• METAL STRAPPING FROM PURLIN TO

PURLIN TO HOLD INSULATION IN PLACE

STEEL MOMENT FRAME MEMBER

OVERHEAD DOOR ASSEMBLY

1/2" THK STEEL PLATE

OH DOOR SURROUND,

PAINTED SHERWIN

WILLIAMS #SW6258

'TRICORN BLACK'

METAL SOFFIT PANELS

CONCRETE FILLED STEEL

BOLLARD, PAINTED (TYP)

ASPHALT PAVING,

REF. CIVIL DWGS.

CONCRETE FLOOR SLAB, REF.

STRUCTURAL DWGS.

CONCRETE FOUNDATION

WALL, REF. STRUCT. DWGS.

PREFIN. SHT. MTL.

FLASHING, WRAP UP

BEHIND RIGID

INSULATION 6" MIN.

CP CLAD EXTERIOR WALL ASSEMBLY

(EXTERIOR WALL TYPE A)

FIRST LEVEL

100' - 0"

B/ EAVE - EAST

112' - 0"

D

CANTILEVERED ROOF

FRAMING ELEMENT

'CP' PANEL CLAD EXTERIOR WALL ASSEMBLY

(EXTERIOR WALL TYPE A):

• 'CP' PANEL, REF. KEY ON EXT. ELEVATIONS

• 3/4" PERFORATED GIRT / FURRING @ 24"

O.C. VERT.

• 3/4" PERFORATED GIRT / FURRING @ 24"

O.C. HORIZ.

• 2" RIGID INSULATION W/ INTEGRAL WATER

RESISTANT BARRIER

• MTL. BLDG. MANUF.'S 6" METAL GIRT

SYSTEM

• SPECIFIED BATT INSULATION

• SPECIFIED VAPOR BARRIER

• 5/8" GYPSUM BOARD W/ SCHEDULED FINISH

(ONLY ABOVE 8'-0" AT LOCATIONS NOTED)

• 3/4" F.R.T. PLYWOOD TO 8''-0" ONLY AT

LOCATIONS NOTED

26 GA. CONTINUOUS SSM

TERMINATION TRIM W/

INTEGRAL FASCIA, COLOR

SHALL MATCH SSR

PREFIN. MTL. 'V' GROOVE

SOFFIT PANELS

SCHEDULED FURRED

INTERIOR PARTITION

SCHEDULED THERMALLY

BROKEN THRESHOLD

1/2" STEEL PLATE PORTAL FRAME, PAINTED BLACK ,

SHERWIN WILLIAMS #SW6258 'TRICORN BLACK'

3/8" JT. W/ SEALANT & BACKER ROD

SCHEDULED DOOR FRAME, GROUTED SOLID

CONC. SLAB & FDN. WALL, REF. STRUCT. DWGS.

ASPHALT PAVING, REF. CIVIL DWGS.

4' - 3 1/2" 1

/2

C

A5.4

A5.4

3 INSULATED TRANSLUCENT GLAZING

SYSTEM W/ BLACK ANOD. ALUM.

THERMALLY BROKEN FRAME

26 GA. CONTINUOUS SSM

TERMINATION TRIM W/

INTEGRAL FASCIA, COLOR

SHALL MATCH SSR

PREFIN. MTL. 'V' GROOVE

SOFFIT PANELS

EXPOSED END OF STEEL

MOMENT FRAME MEMBER,

PAINTED

2"

12"

2"

12"

6' - 11 1/4"

C

PHASE 2 RIDGE

126' - 6"

6' - 5 1/4"

TYPICAL ROOF ASSEMBLY,

UNINSULATED (TYP)

26 GA. CONTINUOUS SSM

TERMINATION TRIM W/

INTEGRAL FASCIA, COLOR

SHALL MATCH SSM (TYP)

EXPOSED END OF STEEL

MOMENT FRAME MEMBER

BEYOND, PAINTED

CONTINUOUS BIRD

NETTING @ UNDERSIDE

OF EXTERIOR EXPOSED

STRUCTURE: NIXALITE

"ENDURANET" SMALL

BIRD AND BAT NETTING,

OR EQ. (TYP)

CP CLAD EXTERIOR WALL

(EXTERIOR WALL TYPE A)

5 1/4"

2"

12"

2"

12"

C

26 GA. CLOSURE TRIM, COLOR SHALL MATCH

CP PANELS

EXTERIOR WALL TYPE A CLAD W/ CP PANELS

PREFIN. SHT. MTL. BASE FLASHING, WRAP

BEHIND RIGID INSUL @ UP 6" MIN.

TRANSLUCENT, INSULATED PANEL SYSTEM

W/ ALUMINUM FRAME & MANUF'S STD. 'T'

STRAP EXTENDING TO FRAMING5/8" GYP. BD. RETURNS (TYP)

'V' GROOVE MTL. SOFFIT PANELS

123' - 6"

3 5/8" MTL. STUD GYP.BD.

SUPPORT @ HEAD

PREFORMED ALUMINUM SILL FLASHING W/

INTERIOR CONDENSATION CHANNEL BY

TRANSLUCENT PANEL MANUF. & MANUF'S STD.

STRAP EXTRUSION ANCHORED TO FRAMING

TRANSLUCENT, INSULATED PANEL SYSTEM W/

ALUMINUM FRAME

PREFINISHED 26 GA. MTL. ROOF TRANSITION

FLASHING, WRAP UP AND OVER T/WALL FRAMING

EXTERIOR WALL TYPE A CLAD W/ CP PANELS

5/8" GYP. BD. RETURNS (TYP)

120' - 6"

3 5/8" MTL. STUD GYP.BD. SUPPORT

@ SILL

0 1 2 3 4 5 6 7 8 9 10 inches

DRAWING NO.

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

5/ 4/

0:

:2

A

M

05.04.171

A5.4

03.01.17

WALL SECTIONS - PHASE 2

13083.00

INRC WAREHOUSE - PHASE 2

USDA FOREST SERVICE

ES

MEH

BP

: 1/2" = 1'-0"A5.4A5.1

11 WALL SECTION - PHASE 2

: 1/2" = 1'-0"A5.4A5.1

12 WALL SECTION - PHASE 2

: 1/2" = 1'-0"A5.4A5.1

5 WALL SECTION - PHASE 2

: 1/2" = 1'-0"A5.4A5.1

10 WALL SECTION - PHASE 2

: 1/2" = 1'-0"A5.4A5.1

2 WALL SECTION - PHASE 2

: 1/2" = 1'-0"A5.4A5.1

14 OPEN CLERESTORY AT SOUTH

: 1 1/2" = 1'-0"A5.4A5.4

9 HEAD DETAIL @ CLERESTORY

: 1 1/2" = 1'-0"A5.4A5.4

3 SILL DETAIL @ CLERESTORY

CG-1 (TYP)

CARD READER,

REF. ELE. DWGS.

CARD READER,

REF. ELE. DWGS.

CARD READER,

REF. ELE. DWGS.

CARD READER,

REF. ELE. DWGS.

ELEC. RECEPT.,

REF. ELE. DWGS.

ELEC. RECEPT.,

REF. ELE. DWGS.

/8

SEMI-RECESSED FIRE

EXTINGUISHER

CABINET

ROOM SIGNAGE, REF.

DTL. 13/A6.10

ROOM SIGNAGE, REF.

DTL. 13/A6.10

1' - 6"

1' - 6"

ROOM SIGNAGE, REF.

DTL. 13/A6.10

1' - 6"

8"

ROOM

SIGNAGE, REF.

DTL. 13/A6.10

1 1

FIRE ALARM SPEAKER / STROBE,

REF. ELE. DWGS.

SWITCH, REF. ELE. DWGS.

1' - 0"

1' - 0"

CARD READER, REF. ELE. DWGS.

ELE. RECEPT., REF. ELE. DWGS.

ELE. RECEPT., REF. ELE. DWGS.

CG-1 (TYP)

ROOM SIGNAGE, REF. DTL. 13/A6.10

1' - 6"

ROOM SIGNAGE,

REF. DTL. 13/A6.10

ROOM SIGNAGE,

REF. DTL. 13/A6.10

1' - 6"

1' - 6"

CARD READER, REF. ELE. DWGS.CARD READER, REF. ELE. DWGS.

CARD READER, REF. ELE. DWGS.

1' - 6"

8"

ROOM SIGNAGE, REF. DTL. 13/A6.10 ROOM SIGNAGE, REF. DTL. 13/A6.10 ROOM SIGNAGE, REF. DTL. 13/A6.10

1' - 6" 1' - 6"

REPAINT EXISTING DOOR & FRAME REPAINT

EXISTING

DOOR &

FRAME

CARD READER, REF. ELE. DWGS.

ROOM SIGNAGE, REF.

DTL. 13/A6.10

1' - 6"

ROOM SIGNAGE,

REF. DTL. 13/A6.10

1' - 6"

1' - 6"

REMOVE EXISTING EXTERIOR

LIGHT FIXTURE WHEN TEMPORARY

SIDING IS REMOVED. RETAIN AND

RE-USE/ RELOCATE ON THIS PASE

OF THE PROJECT.

FRP WAINSCOT

MOP SINK

ELE. RECEPT., REF.

ELE. DWGS.

FRP WAINSCOT

MOP SINK

SWITCH, REF.

ELE. DWGS.

10"

LARGE MEETING

ROOM

NOTE:

-PLACARD SHALL COMPLY WITH ABA REQUIREMENTS

-CONTRACTOR TO VERIFY ROOM NUMBER LIST WITH C.O.R.

T O

F

IN

IS

H

F

LO

O R

/4

/8

/8

/8

M

IN

/4

/8

M

IN

/4

"7 /8

/8

/8

/8

M

IN

/4

/8

/4

"7 /8

3/8" MIN. 3/8" MIN.

HATCHED AREA REPRESENTS 3/8" MIN.

BORDERS WHERE BRAILLE CHARACTERS

MAY NOT BE PLACED. THE HATCHING IS NOT

AN ACTUAL GRAPHIC ON THE SIGN

BLACK SAN SERIF FONT COMPLYING W/ ABA

703.1, 703.2 & 703.5

BRAILLE CHARACTERS "GRADE 2", VERIFY

CORRECT CHARACTERS. DOT HT: 0.025" -

0.037"; DOT BASE DIAM.: 0.059" - 0.063", DIST.

BETW. DOTS IN SAME CELL = 0.90" - 0.10", DIST.

BETW. DOTS IN ADJ. CELLS = 0.241" - 0.20",

DIST. BETW. CORRESP. DOTS FROM ONE CELL

DIRECTLY BELOW = 0.395" - 0.40". ALL

DISTANCE ARE CENTER TO CENTER, U.N.O.

PRINTED BLACK LINE

BLACK SAN SERIF FONT COMPLYING W/ ABA

703.1, 703.2 & 703.5: ROOM NAME OR SPACE

BRAILLE CHARACTERS "GRADE 2", VERIFY

CORRECT CHARACTERS. REF. NOTE

ABOVE FOR ADDITIONAL REQUIREMENTS.

1/4" WHITE ACRYLIC CORE PLACARD

ADHESIVELY APPLIED W/ TWO (2) STRIPS

1/2" DOUBLE SIDED FOAM TAPE

0 1 2 3 4 5 6 7 8 9 10 inches

DRAWING NO.

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

5/ 4/

0:

:2

A

M

05.04.171

A6.10

03.01.17

INTERIOR ELEVATIONS - PHASE 2

13083.00

INRC WAREHOUSE - PHASE 2

USDA FOREST SERVICE

ES

MEH

BP

: 1/4" = 1'-0"A6.10A2.1

2 122B CORRIDOR - EAST

: 1/4" = 1'-0"A6.10A2.1

7 122B CORRIDOR - SOUTH

: 1/4" = 1'-0"A6.10A2.1

5 122B CORRIDOR - WEST

: 1/4" = 1'-0"A6.10A2.1

1 122B CORRIDOR - NORTH

: 1/4" = 1'-0"A6.10A2.1

10 130 JANITORIAL - EAST

: 1/4" = 1'-0"A6.10A2.1

11 130 JANITORIAL - SOUTH

: 1/4" = 1'-0"A6.10A2.1

9 130 JANITORIAL - NORTH

: 1/4" = 1'-0"A6.10A2.1

12 130 JANITORIAL - WEST

: 3" = 1'-0"A6.10

13 ROOM IDENTIFYING SIGNAGE DTL.

PLASTIC

LAMINATE

CASEWORK

TYP.

8 EQ. DOORS = 13' - 4"1' - 9"

MOMENT FRAME INTERRUPTS

ONE CABINET SECTION

A6.11

SIM.

MOMENT FRAME

INTERRUPTS ONE

CABINET

SECTION

6 EQ. DOORS = 10' - 0"2 5/8"

SCHEDULED

WINDOW

A6.11

SIM.

WT-1 MANUALLY OPERATED ROLLER

SHADE, 3'-0"x7'-0" V.I.F., CHAIN OPERATOR

SHALL BE @ RIGHT SIDE OF ROLLER

TUBE WHEN FACING SHADE INSIDE

ROOM. (TYP)

3' - 4" 2' - 3"

A6.11

SIM.

2' - 0 1/2"

1' - 0 3/4"

1/2"

3"

/4

/2

/4

5" 5"

1' - 6" CLR C

LR4

2' - 1"

CF-3 (TYP)

CF-2

CF-3

WB-1

NO UPPER CABINET AT

CONDITION MARKED AS SIM.

CF-3 TOP &

SPLASHES

3'

STEEL BRACKETS

MOUNTED AT AN EQUAL

DISTANCES PER MFR.

RECOMMENDATION

MFGR RECOMMENDED LAG

BOLTS, BLOCKING IN WALL TO

ALIGN WITH BRACKET

FASTENERS

1-1/2" FINISHED TRIM LEDGER TO

SUPPORT ALL AREAS WITH OPEN

COUNTER TOP

ATTACH AT STUD, OR PROVIDE

BLOCKING IN THE WALL CAVITY

BACKSPLASH

2' - 1"

0 1 2 3 4 5 6 7 8 9 10 inches

DRAWING NO.

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

5/ 4/

0:

:2

A

M

05.04.171

A6.11

03.01.17

INTERIOR ELEVATIONS - PHASE 2

13083.00

INRC WAREHOUSE - PHASE 2

USDA FOREST SERVICE

ES

MEH

BP

: 1/4" = 1'-0"A6.11A2.1

1 131 BUILDING STG. - NORTH

: 1/4" = 1'-0"A6.11A2.1

2 131 BUILDING STG. - EAST

: 1/4" = 1'-0"A6.11A2.1

3 131 BUILDING STG. - SOUTH

: 1/4" = 1'-0"A6.11A2.1

4 131 BUILDING STG. - WEST

: 1/4" = 1'-0"A6.11A2.1

5 132 CIO - NORTH

: 1/4" = 1'-0"A6.11A2.1

6 132 CIO - EAST

: 1/4" = 1'-0"A6.11A2.1

7 132 CIO - SOUTH

: 1/4" = 1'-0"A6.11A2.1

8 132 CIO - WEST

: 1" = 1'-0"A6.11

15 CASEWORK SECTION

: 1" = 1'-0"A6.11

12 WORKSURFACE DETAIL

/8

SEMI-RECESSED FIRE

EXTINGUISHER CABINET

ROOM SIGNAGE, REF. DTL. 13/A6.10

1' - 6"

CG-1 (TYP)

ROOM SIGNAGE, REF. DTL. 13/A6.10

1' - 6"

ROOM SIGNAGE, REF.

DTL. 13/A6.10

SEMI-RECESSED F.E.C.

1' - 6"

1' - 6"

ROOM SIGNAGE, REF. DTL. 13/A6.10

1' - 6"ROOM SIGNAGE, REF. DTL. 13/A6.10

ROOM SIGNAGE, REF. DTL. 13/A6.10

1' - 6"

0 1 2 3 4 5 6 7 8 9 10 inches

DRAWING NO.

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

5/ 4/

0:

:2

A

M

05.04.171

A6.12

03.01.17

INTERIOR ELEVATIONS - PHASE 2

13083.00

INRC WAREHOUSE - PHASE 2

USDA FOREST SERVICE

ES

MEH

BP

: 1/4" = 1'-0"A6.12A2.1

1 122C CORRIDOR - NORTH

: 1/4" = 1'-0"A6.12A2.1

2 122C CORRIDOR - EAST

: 1/4" = 1'-0"A6.12A2.1

5 122C CORRIDOR - SOUTH

: 1/4" = 1'-0"A6.12A2.1

6 122C CORRIDOR - WEST

: 1/4" = 1'-0"A6.12A2.1

9 133 CIO PROGRAM/PROJECT STG. - NORTH

: 1/4" = 1'-0"A6.12A2.1

10 133 CIO PROGRAM/PROJECT STG. - EAST

: 1/4" = 1'-0"A6.12A2.1

11 133 CIO PROGRAM / PROJECT STG. - SOUTH

: 1/4" = 1'-0"A6.12A2.1

12 133 CIO PROGRAM / PROJECT STG. - WEST

CG-1

4 EQ. DOORS = 6' - 3 1/8" 3' - 8 1/4" 4 EQ. DOORS = 6' - 8" 2 5/8"

KNEE SPACE

A6.11

SIM.

A6.11

8 EQ. DOORS = 13' - 4"

A6.11

SIM.

0 1 2 3 4 5 6 7 8 9 10 inches

DRAWING NO.

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

/4

/2

:4

:2

A

M

05.04.171

A6.13

03.01.17

INTERIOR ELEVATIONS - PHASE 2

13083.00

INRC WAREHOUSE - PHASE 2

USDA FOREST SERVICE

ES

MEH

BP

: 1/4" = 1'-0"A6.13A2.1

2 134 TEC STORAGE - NORTH

: 1/4" = 1'-0"A6.13A2.1

3 134 TEC STORAGE - EAST

: 1/4" = 1'-0"A6.13A2.1

6 134 TEC STORAGE - SOUTH

: 1/4" = 1'-0"A6.13A2.1

7 134 TEC STORAGE - WEST

: 1/4" = 1'-0"A6.13A3.2

9 135 FWS LAB - NORTH

: 1/4" = 1'-0"A6.13A3.2

10 135 FWS LAB - EAST

: 1/4" = 1'-0"A6.13A3.2

11 135 FWS LAB - SOUTH

: 1/4" = 1'-0"A6.13A3.2

12 135 FWS LAB - WEST

6 EQ. DOORS = 9' - 3" 2' - 0 1/4" 1' - 7"

KNEE

SPACE

A6.11

SIM.

A6.11

SIM.

4' - 10" 3' - 4"1 1

3' - 0"3' - 3"3' - 0"

3' - 0"8' - 3"

KNEE

SPACE

10 EQ. DOORS = 16' - 8"

8 EQ. DOORS = 13' - 4" 3' - 4"

A6.11

SIM.

A6.11

A6.11

TYP

A6.11

SIM.

3' - 2" 6' - 6 3/4"

KNEE SPACE

4 EQ. DOORS = 9' - 6"

A6.11

A6.11

CG-1

0 1 2 3 4 5 6 7 8 9 10 inches

DRAWING NO.

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

/4

/2

:4

:2

A

M

05.04.171

A6.14

03.01.17

INTERIOR ELEVATIONS - PHASE 2

13083.00

INRC WAREHOUSE - PHASE 2

USDA FOREST SERVICE

ES

MEH

BP

: 1/4" = 1'-0"A6.14A2.1

1 136 ECO STORAGE - NORTH

: 1/4" = 1'-0"A6.14A2.1

2 136 ECO STORAGE - EAST

: 1/4" = 1'-0"A6.14A2.1

3 136 ECO STORAGE - SOUTH

: 1/4" = 1'-0"A6.14A2.1

4 136 ECO STORAGE - WEST

: 1/4" = 1'-0"A6.14A3.2

5 137 FHP LAB - NORTH

: 1/4" = 1'-0"A6.14A3.2

6 137 FHP LAB - EAST

: 1/4" = 1'-0"A6.14A3.2

7 137 FHP LAB - SOUTH

: 1/4" = 1'-0"A6.14A3.2

8 137 FHP LAB - WEST

: 1/4" = 1'-0"A6.14A2.1

9 138 FHP STORAGE - NORTH

: 1/4" = 1'-0"A6.14A2.1

10 138 FHP STOR. - EAST

: 1/4" = 1'-0"A6.14A2.1

11 138 FHP STORAGE - SOUTH

: 1/4" = 1'-0"A6.14A2.1

12 138 FHP STORAGE - WEST

: 1/4" = 1'-0"A6.14A3.2

13 140 FHP CLEAN ROOM - NORTH

: 1/4" = 1'-0"A6.14A3.2

14 140 FHP CLEAN ROOM - EAST

: 1/4" = 1'-0"A6.14A3.2

15 140 FHP CLEAN ROOM - SOUTH

: 1/4" = 1'-0"A6.14A3.2

16 140 FHP CLEAN ROOM - WEST

CG-1

CHAIN LINK PARTITION

STORAGE PLATFORM

CONCRETE FILLED STEEL BOLLARD

12"

12"

P T

'D G

Y P

. B D

P

T 'D

P

LY

W D

SLOPED GYP. BD. SURFACE

TRANSLUCENT INSULATED PANELS (TYP)

P T

'D G

Y P

. B D

P

T 'D

P

LY

W D

12"

12"

CONCRETE FILLED STEEL BOLLARD

P T

'D G

Y P

. B D

P

T 'D

P

LY

W D

LOUVER, REF.

MECH. DWGS.

CHAIN LINK PARTITION

CONCRETE FILLED

STEEL BOLLARD

(TYP)

0 1 2 3 4 5 6 7 8 9 10 inches

DRAWING NO.

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

5/ 4/

0:

:3

A

M

05.04.171

A6.19

03.01.17

INTERIOR ELEVATIONS - PHASE 2

13083.00

INRC WAREHOUSE - PHASE 2

USDA FOREST SERVICE

ES

MEH

BP

: 1/4" = 1'-0"A6.19A2.1

5 146 NIZ STORAGE - NORTH

: 1/4" = 1'-0"A6.19A2.1

13 146 NIZ STORAGE - EAST

: 1/4" = 1'-0"A6.19A2.1

7 146 NIZ STORAGE - SOUTH

: 1/4" = 1'-0"A6.19A2.1

14 146 NIZ STORAGE - WEST

OS

OS

OSOS

OS

OS

OSOS

OS

OS

OS OS OS OS OS

OS

S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1

S1

S1

S1

S1 S1

S1 S1

S1

S1

S1

OS

S2 S2

S1 S1

S1 S1

S1 S1

S1 S1

S2 S2

S2

S2

S2

S2

S2

S2

S2

S2

OS

OS

OS OS OS

OS

OS

OS

OS

OS

OS

OS

OS

B

D

C

83 5 6 7 9 10

A

METAL SOFFIT,

TYP.

FWS STORAGE

CIO / TEC VEHICLE

BAY

BLM WOOD SHOP

BLM UNHEATED

STORAGE

FHP LAB

CIO PROGRAM/

PROJECT STG

ECO STORAGE

METAL SOFFIT,

TYP.

GW

B

10' - 0"

BLM / FIRE

STORAGE

SHARED

UNHEATED

STORAGE

FHP CLEAN ROOM

FWS LAB

TEC STORAGE

CIO

FHP STORAGE

LAW STORAGE

JANITORIAL

BUILDING STG.

GW

B

10' - 0"

GW

B

10' - 0"

GW

B

10' - 0"

GW

B

10' - 0"

GW

B

10' - 0"

GW

B

10' - 0"

GW

B

10' - 0"

GW

B

10' - 0"

GW

B

10' - 0"

GW

B

10' - 0"

OPEN TO STRUCTURE &

CONTAINED INSULATION ABOVE

A5.1

A5.1

A5.1

A5.1

CORRIDOR

122C

GW

B

10' - 0"

113' - 0"

S

LO

P E

D N

S

LO

P E

D N

S

LO

P E

D N

S

LO

P E

D N

S

LO

P E

D N

S

LO

P E

D N

S

LO

P E

D N

S

LO

P E

D N

112' - 0"

S

LO

P E

D N

113' - 8"

124' - 5"

116' - 4"

113' - 0"

116' - 4 1/2"

116' - 3"

112' - 8"

S

LO

P E

D N

112' - 0"

116' - 5"

A5.1

1/2" THK. STEEL PORTAL FRAME

BIRD NETTING @ UNDERSIDE OF

ALL EXPOSED STRUCTURE @

EXTERIOR OF BUILDING (TYP)

OPEN TO STRUCTURE &

CONTAINED INSULATION ABOVE

OPEN TO STRUCTURE &

CONTAINED INSULATION ABOVE

OPEN TO STRUCTURE &

CONTAINED INSULATION ABOVE

OPEN TO STRUCTURE &

CONTAINED INSULATION ABOVE OPEN TO STRUCTURE &

CONTAINED INSULATION ABOVE

OPEN TO STRUCTURE &

CONTAINED INSULATION ABOVE

32"x32" ACCESS

DOOR

9' - 0"1

32"x32" ACCESS DOOR

2' - 7 3/4"

EQ EQ

32"x32"

ACCESS

DOOR

EQ

EQ

32"x32"

ACCESS DOOR

EQ EQ

EQ

EQ

32"x32" ACCESS DOOR

6' - 3"

32"x32" ACCESS DOOR

14' - 10"

32"x32" ACCESS

DOOR

1 1

12' - 6"

32"x32" ACCESS

DOOR

2' - 4"

32"x32" ACCESS

DOOR

32"x32" ACCESS DOOR

5' - 0"

10' - 0"

11' - 6"

9' - 6"

32"x32"

ACCESS

DOOR

2' - 4"

8' - 0" 11' - 9" EQ

EQ

EQ

EQ 32"x32" ACCESS DOOR

116' - 5"

123' - 4"123' - 4"

119' - 1 1/2"

107' - 11 1/2"

112' - 0"

REFLECTED CEILING PLAN LEGEND

GYP. BD. CEILING W/ METAL

SUSPENSION SYSTEM, PAINT.

MTL-1, PTD. METAL SOFFIT, VENTED

BASIS OF DESIGN - MANUF/MODEL: FABRAL, SELECT SERIES, 12-W, 1.5" THICK, 12" WIDE

COLOR - CHARCOAL

4"

0 1 2 3 4 5 6 7 8 9 10 inches

DRAWING NO.

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

5/ 4/

0:

:3

A

M

05.04.171

A7.1

03.01.17

RCP - FIRST/GROUND LEVEL - PHASE 2

13083.00

INRC WAREHOUSE - PHASE 2

USDA FOREST SERVICE

CM

BP

BP

: 1/8" = 1'-0"A7.1A4.0

11 REFLECTED CEILING PLAN - LEVEL 1

CODE DESCRIPTION MANUFACTURER MFR. REFERENCE COLOR APPLICATION

COLOR AND FINISH SCHEDULE

FLOOR FINISHES

CONCRETE STORAGE, VEHICLE BAYS

WALL BASE FINISHES

WALL BASE, VINYL ALL

WALL FINISHES

WALL PAINT, FIELD

WALL PAINT, ACCENT #1

WALLS

WALLS

CEILING FINISHES

CEILING PAINT, BODY ALL GWB

MISC. ACCESSORIES

SHERWIN WILLIAMS

SHERWIN WILLIAMS

SHERWIN WILLIAMS

ARMSTRONG

CONC - 1

WB - 1

WP - 1

WP - 2

CP - 1

CASEWORK FINISHES

LAMINATE, COUNTERTOP ALLCF - 1

CF - 2 LAMINATE, VERTICAL SURFACES

PER SPECIFICATION

FHP AND FWS LABSARMSTRONGRF - 1 RESILIENT FLOORING, ANTIMICROBIAL VINYL

COMPOSITION TILE (VCT), 12X12

ROLLER SHADES OFFICE (WINDOW 118, W-1)FW - 1 HUNTER DOUGLAS

FORMICA

FORMICA FOG

MOUSE, MATTE

GREENSCREEN EVOLVE HD

3501, RAIN 1% OPENNESS

EXCELON IMPERIAL TEXTURE, COLOR:

51915 (GREY)

NO PIGMENT-

COVE, 4" 13 SHALE (GREY)

WALL PAINT, ACCENT #2 WALLSSHERWIN WILLIAMSWP - 3 SW7727 KOI POND

SW7726 LEMON VERBENA (GREEN)

SW7566 WESTHIGHLAND WHITEPER SPECIFICATION

PER SPECIFICATION

PER SPECIFICATION

SW7000 IBIS WHITE

961 MC…