2017_05-04_13083_INRC_Warehouse_Phase_1_Amendment_5_(rev.1).pdf

PROJECT SUMMARY

PROJECT NAME:

PROJECT ADDRESS:

PROJECT SUMMARY / SCOPE OF WORK:

INTERAGENCY NATURAL RESOURCE CENTER (INRC) - SITEWORK & WAREHOUSE - PHASE 1

3815 SCHREIBER WAY, COEUR D'ALENE, ID 83815 - CLIMATE ZONE B5

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

DRAWING INDEXPROJECT 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

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

PHASING PLAN

PHASE 1

SITE WORK, UTILITIES AND WAREHOUSE (NORTH END)

(DESCRIBED IN THESE DOCUMENTS)

PHASE 2

WAREHOUSE (SOUTH END) BUILDING AND FINISHES ONLY

(NOT DESCRIBED IN THESE DOCUMENTS)

PHASE 3

OFFICE BUILDING & LANDSCAPING

(NOT DESCRIBED IN THESE DOCUMENTS)

PHASE 1

P H

A S

E

PHASE 3

WORK TO BE PERFORMED

WORK TO BE PERFORMED IN A FUTURE PHASE

NOTE: REFER TO CIVIL DRAWINGS FOR

SITEWORK PHASING

PHASE 1 - UNDERGROUND UTILITIES,

FOOTINGS, FOUNDATION, AND SLAB

ONLY

FOREST SUPERVISOR

DATETECHNICAL SERVICES OFFICER

DATE

REGIONAL ENGINEER DATE

SIGNATURES

REGIONAL FACILITIES PROGRAM MANAGER DATE

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/

:4

6:

A M

05.04.171

CV-1

03.01.17

COVERSHEET & GENERAL INFORMATION

13083.00

INRC WAREHOUSE - PHASE 1

USDA FOREST SERVICE

CM

BP/MEH

BP

INRC WAREHOUSE - PHASE 1

GENERAL INFORMATION - PHASE 1

CV-1 COVERSHEET & GENERAL INFORMATION

BUILDING AREAS (GROSS SF)

Name Area (GSF)

WAREHOUSE

(PHASE II)

17163 SF

HOTSHOTS

(PHASE I)

3651 SF

DISPATCH

(PHASE I)

6909 SF

27723 SF

ARCHITECTURAL DRAWINGS - PHASE 1

A0.1 GENERAL INFORMATION

A0.2 INTERIOR WALL TYPES

A0.3 LIFE SAFETY / CODE REVIEW

A1.0 ARCHITECTURAL SITE PLAN

A1.1 MONUMENT SIGN

A2.0 FIRST LEVEL PLAN - PHASE 1

A2.0F FIRST LEVEL FINISH PLAN - PHASE 1

A2.2 MEZZANINE PLAN - PHASE 1

A2.3 ROOF PLAN - PHASE 1

A3.0 ENLARGED PLANS - PHASE 1

A3.1 PLAN DETAILS - PHASE 1

A4.0 EXTERIOR ELEVATIONS - PHASE 1

A4.1 EXTERIOR ELEVATIONS - PHASE 1

A5.0 BUILDING SECTIONS - PHASE 1

A5.2 WALL SECTIONS - PHASE 1

A5.3 WALL SECTIONS - PHASE 1

A6.1 INTERIOR ELEVATIONS - PHASE 1

A6.2 INTERIOR ELEVATIONS - PHASE 1

A6.3 INTERIOR ELEVATIONS - PHASE 1

A6.4 INTERIOR ELEVATIONS - PHASE 1

A6.5 INTERIOR ELEVATIONS - PHASE 1

A6.6 INTERIOR ELEVATIONS - PHASE 1

A6.7 INTERIOR ELEVATIONS - PHASE 1

A6.8 INTERIOR ELEVATIONS - PHASE 1

A6.9 INTERIOR ELEVATIONS - PHASE 1

A7.0 RCP - FIRST/GROUND LEVEL - PHASE 1

A8.0 VERTICAL CIRCULATION - PHASE 1

A9.0 SCHEDULES - PHASE 1

FURNITURE DRAWINGS - PHASE 1

F2.1 FIRST LEVEL FURNITURE PLAN

F9.1 FURNITURE - DETAILS

MECHANICAL DRAWINGS - PHASE 1

M0.1 HVAC NOTES, SCHEDULES & LEGENDS

M0.3 HVAC SCHEDULES

M0.6 MEP COORDINATION

M2.1 1ST FLOOR HVAC PLAN

M2.3 ROOF HVAC PLAN

M2.5 MEZZANINE HVAC PLAN

M9.1 HVAC DETAILS

M9.2 HVAC DETAILS

FIRE PROTECTION DRAWINGS - PHASE 1

FP0.1 FIRE PROTECTION NOTES

FP2.1 FIRE PROTECTION PLANS

FP9.1 FIRE PROTECTION DETAILS

PLUMBING DRAWINGS - PHASE 1

P0.1 PLUMBING NOTES, SCHEDULES & LEGENDS

P2.1 FIRST LEVEL UNDERSLAB PLUMBING PLAN

P2.1A 1ST LEVEL UNDERSLAB PLUMBING - OPTION ITEM #1

P2.3 FIRST LEVEL PLUMBING PLAN

P2.5 MEZZANINE PLUMBING PLAN

P9.1 PLUMBING DETAILS

ELECTRICAL DRAWINGS - PHASE 1

E0.1 SYMBOLS AND ABBREVIATIONS

E1.1 ELECTRICAL SITE PLAN

E1.2 RADIO TOWER GROUNDING

E2.1 1ST LEVEL POWER PLAN

E2.1A 1st LEVEL POWER PLAN - OPTION ITEM #1

E2.3 SERVER MEZZANINE POWER PLAN

E2.4 1ST LEVEL SIGNAL PLAN

E2.6 SERVER MEZZANINE SIGNAL PLAN

E7.1 RCP 1ST LEVEL LIGHTING PLAN

E7.3 MEZZANINE LIGHTING PLAN

E9.1 DETAILS

E9.2 DETAILS

E9.3 DETAILS

E9.4 DETAILS

E9.5 DETAILS

E9.6 DETAILS

E9.7 DETAILS

E9.8 SCHEDULES

E9.9 SCHEDULES

E9.10 SCHEDULES

E9.11 SCHEDULES

E9.12 SCHEDULES

CIVIL DRAWINGS - PHASE 1

C1.1 2013 TOPOGRAPHIC SURVEY

CD1.1 DEMOLITION PLAN

C1.2 OVERALL PHASING PLAN

C1.3 PROPOSED SITE PLAN

C1.3A BUILDING SLAB OPTION

C1.4 GRADING & DRAINAGE PLAN

C1.5 GRADING & DRAINAGE PLAN

C1.6 PROPOSED UTILITY PLAN

C1.7 INTERSECTION IMPROVEMENTS

C1.8 WAREHOUSE SECURITY FENCING & GATE LAYOUT

C1.9 WATER & FIRE SERVICE PLAN & PROFILE

C1.10 SANITARY SEWER PLAN & PROFILE

C1.11 SIGNAGE PLAN

C1.12 COORDINATE LAYOUT PLAN

T1.1 TRAFFIC SIGNAL TABLE OF QUANTITIES (SHT. 1 OF 2)

T1.2 TRAFFIC SIGNAL TABLE OF QUANTITIES (SHT. 2 OF 2)

T1.3 TRAFFIC SIGNAL PLAN

T1.4 TRAFFIC SIGNAL CONDUIT & WIRING DIAGRAM

T1.5 TRAFFIC SIGNAL FIELD WIRING DIAGRAM

T1.6 TRAFFIC SIGNAL VIDEO DETECTION DIAGRAM

T1.7 TRAFFIC SIGNAL POLES & MAST ARM DETAILS

T1.8 TRAFFIC SIGNAL POLE AND MASTARM STANDARD

C9.1 CIVIL DETAILS

C9.2 CIVIL DETAILS

C9.3 CIVIL DETAILS

C9.4 CIVIL DETAILS

C9.5 CIVIL DETAILS

C9.6 CIVIL DETAILS

C9.7 CIVIL DETAILS

C9.8 CIVIL DETAILS

C9.9 TRAFFIC DETAILS

C9.10 TRAFFIC DETAILS

LANDSCAPING DRAWINGS

CP1.1 TREE PRESERVATION PLAN1

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/

:4

5:

A M

05.04.171

A0.2

03.01.17

INTERIOR WALL TYPES

13083.00

INRC WAREHOUSE - PHASE 1

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/

:4

5:

A M

05.04.171

A0.3

03.01.17

LIFE SAFETY / CODE REVIEW

13083.00

INRC WAREHOUSE - PHASE 1

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

A3.0

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

M

IN

1'

REINFORCED

CONCRETE

TY

P

M A

X.

" VARIES

4'-0" O.C. MAX

T.O.W. @ 54.53' TYP.

REF. 5/C9.7

M A

X.A1.0

A1.0

A1.0

RETAINING WALL & RAILING SECTION RETAINING WALL & RAILING ELEVATION

FINISH GRADE :VARIES

REF. 5/C9.7

M A

X.

6" 8" 2' - 0"

3' - 2"

@ FTG DWL.

2" CLR CRITICAL

1' - 0"

#4 @ 16" o/c

VERT. & HORIZ.

#5 @ 16" o/c

(4) #4 CONT.

#4 X 2'-8" @ 18" o/c

REINFORCED CONCRETE

RETAINING WALL

1 1/2"

3/8" DIA. x 4" CONCRETE ANCHORS

EPOXY IN PLACE (2) PER SIDE

FLAT BAR STEEL WELDED @ 45 DEG.

3/8" FLAT BAR STEEL

COLUMN WELDED TO 4" X 4"

3/8" THICK STEEL MOUNTING

PLATE

1/4"1/4" M A

X.

3 1/2"

3 1/2" X 3/8" FLAT BAR STEEL WELDED

@ EACH SUPPORT

4" X 2" X 1/8" TUBE STEEL HEAD CAP,

WELDED @ EACH SUPPORT

1"

OPTIONAL: 1" X 3/8" FLAT BAR STEEL

STIFFENER WELDED @ EACH SUPPORT,

INSTALL IF BOWING OF FLAT BAR IS OF

CONCERN, COORDINATE WITH

ARCHITECT BEFORE FABRICATING.

TOP OF WALL@ 54.53' TYP.

REF. 5/C9.7

3/8" DIA. X 4" CONCRETE

ANCHORS EPOXY IN PLACE

(4) PER SUPPORT

3/4" CHAMFER @ 45 DEG.

EITHER SIDE

HAND RAIL CONNECTION DETAIL MOUNTING PLATE DETAIL

GENERAL NOTE:

ALL EXPOSED STEEL IS TO BE POWDER

COATED (FLAT BLACK)

ALL FASTENERS ARE TO MATCH IN

COLOR STEEL FINISH

1 3/4"

4"

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/

:4

5:

A M

05.04.171

A1.0

03.01.17

ARCHITECTURAL SITE PLAN

13083.00

INRC WAREHOUSE - PHASE 1

USDA FOREST SERVICE

JRB/ES

BP

BP

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

13 ARCHITECTURAL SITE PLAN

: 1/2" = 1'-0"A1.0A3.0

8 RETAINING WALL & RAILING

: 1 1/2" = 1'-0"A1.0A1.0

4 RETAINING WALL RAILING BRACKET DETAIL

HDPE LAMINATED PLASTIC W/ 1/4" ROUTED

LETTERING (ROUTED W/ VERTICAL SIDED FLAT

BOTTOM BIT.) DEPTH BETWEEN 1/8" -3/16"

2" PRECAST CONCRETE LEDGER

ALL LETTERING SHALL BE CENTERED AND IN THE

ASA SERIES AS NOTED (HIGHWAY GOTHIC FONT)

1'

"6

1/ 2"

3"

1/

2"

3"

4C 3"

4C 3"

4C 3"

3/ 4"

5D

3/

4"

5D

P-80 REF. 8C.6 USDA CREDIT LINE IN EM7100-15

3D 3D

BROWN BACKGROUND

(#20059)

YELLOW-CREAM LEGEND

(#23695)

COLOR (FEDERAL STANDARD 595 No.)

REF. EM7100-15 (14.4.5)

NATIONAL FORESTS

LOGOTYPE IS A DRAWING

AND NOT A TYPE FACE

REF. 1.7.3B LOGOTYPES,

USE PLURAL VERSION OF

LOGO ( ADD (S) AT END )

3/4

DISTANCE BETWEEN WORDS TO BE 3/4 THE

HEIGHT OF A CAPITAL LETTER.

RECYCLED PLASTIC SIGN W/ 1/8" ROUTED

LETTERING (ROUTED W/ VERTICAL SIDED FLAT

BOTTOM BIT.) TO A DEPTH BETWEEN 1/8"-3/16", ALL

CORNERS OF CREDIT LINE SIGNS ARE TO HAVE A

1/8" RADIUS TYP.

5'

NS STONE VENEER,

CORBELED ON

EITHER END

1' - 0"

3" 1'

3"

1'

3" 1'

8"

2" PRECAST CONCRETE

LEDGER

ALL BADGES SHALL

BE S-15 (REF.

EM7100-15 8C.7)

CAST ALUM. PER

SPEC, OF A SIMILAR

15" HEIGHT

PROPORTIONALLY

SCALED,

ALIGN AGENCY SHIELDS

ON THE CENTER OF

PRECAST LEDGER

3/4"

4" 9' - 4" 4"

3'

/4

4" 2'

0"

1' - 8 1/4" 6' - 8" 1' - 7 3/4"

CL

GROUT FILLED

9' - 4"

2 1/2"

1' - 6 3/4"

3"

STONE VENEER

CORBELED AT 2" PER 1'

2"

12"

2"

12"

2" PRECAST CONCRETE LEDGE

REF. 11 / A1.1

CAP TOP OF TUBE STEEL

W/ PL1/8, SEAL WELD ALL-

AROUND & GRIND SMOOTH

NATURAL STONE (NS)

2" ADHERED STONE MASONRY VENEER OVER

MORTAR BED OVER

WIRE LATH OVER

CONCRETE BASE

FOOTING TO BE BELOW FROST LINE

REF. STRUCTURAL

(NS) NATURAL STONE VENEER TO STOP

AT GROUND, CONCRETE STRUCTURE

TO CONTINUE TO FOOTING, BACK FILL

TO COVER BOTTOM ROW OF VENEER,

SLOPE TO HAVE POSITIVE DRAINAGE

AWAY FROM MONUMENT SIGN TYP.

R E

F . S

T R

U C

T U

R A

L

1' - 4"

CONCRETE CORE

REF. STRUCTURAL

TUBE STEEL COLUMNS 6"X6"

CONCRETE CORE

REF. STRUCTURAL

1"

R E

F . S

T R

U C

T U

R A

L

1' - 4" 1' - 8"

1"

DUPLICATE SIGNAGE ON

BOTH SIDES OF

MONUMENT

2" PRECAST

CONCRETE LEDGER

2" 4"

1"

1' - 11 3/4" 6' - 2 1/2" 1' - 11 3/4"

A1.1

A1.1

A1.1

A1.1

A1.1

13' - 3"

10 1/4" 12' - 0" 4 3/4"

1'

2' - 0" 10' - 0"

FIGURE 2 - PRECAST LEDGERFIGURE 1 - PRECAST LEDGER

C L

10' - 2"

" 1'

0"

2' - 2"

1'

0"

CLCL

6" 6"

"C L

GENERAL NOTE:

1. ALL SIGN LETTERING SHALL BE IN COMPLIANCE

WITH THE FEDERAL HIGHWAY ADMINISTRATIONS

GUIDELINES

2. A DIMENSIONED LAYOUT OF THE SIGNAGE SHALL

BE SUBMITTED TO THE CONTRACTING OFFICER AND

REGIONAL SIGN ADMINISTRATOR FOR APPROVAL

BEFORE AN YCC SIGN WORK IS TO BEGIN

NATURAL STONE

BASIS OF DESIGN - MANUF/MODEL: REGIONALLY

SOURCED, CUT STONE, 2" D,

ASHLAR PATTERN, REFERENCE WALL SECTIONS &

DETAILS FOR ADDL INFO, TYP.

COLOR/SPECIES - MUTUAL MATERIALS, LOON LAKE

BASIS OF DESIGN IMAGE: COLOR &

PATTERN REFERENCE (MUTUAL

MATERIALS, LOON LAKE)

NS

2" ADHERED STONE MASONRY VENEER,

OVER MORTAR BED, OVER WIRE LATH

1/2" R. EASED EDGE @ ALL TOP EDGES

OF PRECAST (TYP.)

1/2"

PRECAST INCREASE DEPTH @

CENTER, ATTACH TO CMU W/ MORTAR

1"

1' - 3 1/4"

1' - 10"

1/ 2"

2"

6" X 6" STEEL TUBING WELDED TO

1/4" IN PLATE. BOLTED TO REBAR

CAST INTO CONC. STRUCTURE.

SEALANT AT JOINT

TOP SURFACE IS

SLOPED TO DRAIN

STUDS ATTACHED AT BACK

OF SIGN SPACING VARIES

REF. SPEC1"

PREDRILL ALL PIN ANCHOR

POINTS, IN MASONRY VENEER,

SET WITH MFR RECOMMENDED

ADHESIVE REF. SPEC

USE NON-CORROSIVE

METAL SPACERS AS

NEEDED TO MAKE

BADGES PARALLEL

WITH STONE

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/

:4

5:

A M

05.04.171

A1.1

03.01.17

MONUMENT SIGN

13083.00

INRC WAREHOUSE - PHASE 1

USDA FOREST SERVICE

JRB/ES

AN/JR/MEH

AN

: 1/2" = 1'-0"A1.1A1.1

7 MONUMENT SIGN_ELEVATION

: 1/2" = 1'-0"A1.1A1.1

5 MONUMENT SIGN_SECTION N/S

: 1/2" = 1'-0"A1.1A1.1

13 MONUMENT SIGN SECT. @ BADGES

: 1/2" = 1'-0"A1.1A1.1

14 MONUMENT SIGN SECT. @ SIGN

: 1/2" = 1'-0"A1.1A1.1

15 MONUMENT SIGN ELEVATION - NORTH

: 1/2" = 1'-0"A1.1

11 MONUMENT SIGN_PLAN

UP

B B

E E

D D

C C

A A

/2

FP

A3.0

A6.3 1

A6.2

A6.3

A6.1

11 9

A6.2

3 1

A6.2

7 5

A6.612

A6.68

A6.6 2

A6.83

A6.7

A6.7

13 11

9 7

A6.75

A6.1

A6.1

3 1

125.3

127.1

128.1

129.1

.2

125.2

124.1

104.1

105.1

106.1

.1

A

.1

101.2

116.1

.1

.1

103.3

.1

119.1 120.1

.2

.1

113.1

.1

.1

1/ 2"

/4

/4

.2

.1

124.2

.3

123.2

.1

A

.1

123.1

103.4

118.1

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

S1

S1

S1

S1

A5.0

A5.0

A5.0

A5.0

A6.4

A6.88

9 1/4" 15' - 2" 20' - 9" 24' - 1" 16' - 5"

9'

/4

6'

6'

/4

3/ 4"

5'

9'

8'

8'

/2

/4

7' - 6"

3'

1/ 4"

6'

7'

7'

6'

8'

/4

S

3' - 0"

/2

5'

1"

9'

/2

6'

/2

5'

/2

8'

7'

7'

/2

3' - 8 3/4"

37' - 9" 5' - 10 1/4" 16' - 4 3/4"

8' - 11" 4' - 9"

2' - 0"

2' - 0"

9'

2'

2'

8'

7'

2'

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

2'

2'

26' - 10 3/4"

2' - 0" 4' - 0" 12' - 0 1/2"

2'

2' - 0"

8'

3' - 0"

2'

90' - 0"

2'

S1

11 13

4'

1"

2' - 0"

30' - 0" 30' - 0" 30' - 0"

2'

S3

S3

A4.1

PHASE 1PHASE 2

S3

S3S3

S3

S3

S3

S3

S3 S3

S3

.1

2'

S3

S3

4'

117.1

HOTSHOT TOOL

SHOP/WORK AREA

HOTSHOT OFFICE

HOTSHOT

EQUIPMENT

STORAGE

CORR.

HOTSHOT OFFICE

HOTSHOT READY

ROOM/PERSONAL

GEAR/LOCKERS

HOTSHOT SQUAD

LEADER / SRFF

OFFICE

STOR.

123A

ENTRY / WAITING

RECEPTION

SHARED TRAINING

ROOM /

CLASSROOM

STORAGE

103A

CORR.

122A

MEN'S RESTROOM

WOMEN'S

RESTROOM

STORAGE

ELEC. RM.

WATER SERVICE /

RISER RM

MEN'S LOCKERS /

SHOWERS

WOMEN'S

LOCKERS /

SHOWERS

CORRIDOR

PRINTER AREA

IA FLOOR

MAC ROOM /

BRIEFING ROOM

HISTORICAL FILE

STORAGE

UNISEX TOILET

CENTER MNGR.

OFFICE

ASST. CENTER

MNGR. OFFICE

INTEL/DUTY

OFFICER

BREAK ROOM

A5.0

A5.0

A5.2

A5.0

A3.1

A3.1

A3.1

A3.1

A3.1

A3.1

A3.1

A3.1

A3.1

A3.1

A3.1

A3.1

25' - 9"

/2

4' - 6"

2'

4'

4'

3/ 4"

6"

6' - 4"

8' - 0"

S1

S1

S1

2'

2'

3' - 3"

5'

6"

S1

S1

S1

S2

S3

S1S1

S1

1' - 9 1/4"

1'

0"

1' - 10 1/4"

15' - 9 1/2"

10' - 4"

3'

7' - 0"

CG-1

CG-1

CG-2

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-2

CG-1

CG-2

CG-1

CG-1

CG-1

CG-2

CG-1

CG-1

1'

122A.1

A3.0

8' - 8" 8' - 10" 16' - 5" 13' - 7" 2' - 2 1/2"6' - 7"4' - 0 3/4"2' - 3 1/4" 15' - 5 1/4" 14' - 1 3/4"

16' - 0" 14' - 0 1/2"

.1

8'

/4

7 1/4"

1' - 3 1/4" 2' - 10 1/4"1' - 3 1/4"

CG-1

2' - 0"

1'

/4

/2

2' - 8"

15' - 2"

4' - 9" 4' - 9"SWITCHGEAR M

ATS

F.E.C.

F.E.C.

B

E

D

C

A

1211 13

B

B B

B

B

B

B

B

B

B

B

AA A

A

A

A

WALL TYPE 'A': HORIZONTAL GIRTS

WALL TYPE 'B': 6" METAL STUDS

END WALL

COLUMNS

END WALL

COLUMN

END WALL

COLUMN

LETTER DESIGNATIONS 'A' AND 'B' NEXT TO EXTERIOR WALLS IN THIS DIAGRAM

INDICATE EXTERIOR WALL TYPES CORRELATING TO DETAILS 4/A2.0 & 8/A2.0

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

METAL PANEL CLADDING

(REF. EXT ELEVATIONS FOR TYPE)

2" CONTINUOUS RIGID INSULATION

R-25 BATT INSULATION

1/2" GYP. BD. EXTERIOR

SHEATHING

6" MTL. STUDS @ 16" O.C. MAX.

VAPOR RETARDER

5/8" GYPSUM BOARD

SELF ADHERING WRB

9 1/8". VARIES W/ CLADDING

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

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/

:4

5:

A M

05.04.171

A2.0

03.01.17

FIRST LEVEL PLAN - PHASE 1

13083.00

INRC WAREHOUSE - PHASE 1

USDA FOREST SERVICE

JRB/ES

BP/MEH/JR

BP

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

13 FIRST LEVEL PLAN - PHASE 1

: 1/16" = 1'-0"A2.0A4.0

7 FIRST LEVEL PLAN - PHASE 1 - EXTERIOR WALL TYPE DIAGRAM

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

4 EXTERIOR WALL TYPE A

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

8 EXTERIOR WALL TYPE B

E E

D D

C C

A A

1211 13

PHASE 1PHASE 2

HOTSHOT OFFICE

HOTSHOT OFFICE

HOTSHOT SQUAD

LEADER / SRFF

OFFICE

HOTSHOT TOOL

SHOP/WORK AREA

HOTSHOT

EQUIPMENT

STORAGE

HOTSHOT READY

ROOM/PERSONAL

GEAR/LOCKERS

CORR.

122A

STOR.

123A

CORR.

ENTRY / WAITING

STORAGE

103A

SHARED TRAINING

ROOM /

CLASSROOM

BREAK ROOM

WOMEN'S

RESTROOM

MEN'S RESTROOM

STORAGE

ELEC. RM.

WATER SERVICE /

RISER RM

MEN'S LOCKERS /

SHOWERS

WOMEN'S

LOCKERS /

SHOWERS

INTEL/DUTY

OFFICER

ASST. CENTER

MNGR. OFFICE

CENTER MNGR.

OFFICE

IA FLOOR

PRINTER AREA

UNISEX TOILET

CORRIDOR

MAC ROOM /

BRIEFING ROOM

HISTORICAL FILE

STORAGE

FLOOR FINISH MATERIALS LEGEND

CPT - 1 CARPET TILE

CONC - 1 SEALED CONCRETE

CPT - 2 WALK OFF MAT CARPET TILE

SPECIFIED CARPET CPT-1

ROPPE #24 RUBBER REDUCER STRIP, OR CONTRACTING OFFICER APPROVED

EQ., COLOR AS SELECTED BY CONTRACTING OFFICER FROM MANUF'S FULL LINE

ROPPE #25 RUBBER REDUCER STRIP, OR CONTRACTING OFFICER APPROVED

EQ, COLOR AS SELECTED BY CONTRACTING OFFICER FROM MANUF'S FULL LINE.

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 :4

A

M

05.04.171

A2.0F

03.01.17

FIRST LEVEL FINISH PLAN - PHASE 1

13083.00

INRC WAREHOUSE - PHASE 1

USDA FOREST SERVICE

JRB/ES

BP/MEH

BP

: 1/8" = 1'-0"A2.0FA4.0

13 FIRST LEVEL FINISH PLAN - PHASE 1

: 12" = 1'-0"A2.0F

11 CARPET TILE CPT-1 TO CONCRETE REDUCER DTL.

: 12" = 1'-0"A2.0F

7 CARPET TILE CPT-2 TO CONCRETE REDUCER DTL.

DN

E E

D D

C C

A A

UNOCCUPIED ATTIC SPACE

A5.0

A5.0

A5.0

A5.0

A6.9

8 7

A6.94

11 13

M

.1

M02.1

M

.1OPEN TO BELOW

/4

/4

30' - 0" 14' - 1 1/4"

LINES REPRESENT PARTITIONS

ABOVE LOWER CEILING. SEE

REFLECTED CEILING PLANS.

OPEN TO BELOW

UNOCCUPIED ATTIC SPACE

INACCESSIBLE SPACE

ABOVE EXTERIOR SOFFIT

(UNCONDITIONED SPACE

OUTSIDE BUILDING

ENVELOPE)

INACCESSIBLE SPACE ABOVE

EXTERIOR SOFFIT

(UNCONDITIONED SPACE

OUTSIDE BUILDING ENVELOPE)

112' - 6"

112' - 6"

112' - 6"

112' - 6"

112' - 6"

112' - 6"

112' - 0"

112' - 0"

112' - 0"112' - 0"

STAIR 1

M01

CLOSET

M02

TEL / COMM

M04

MECHANICAL

ROOM

M03

UNOCCUPIED

ATTIC SPACE

M05

A5.0

A5.0

A8.0

834' - 7"

R A

D

IO

C A

B

LI

N G

C H

A S

E T

O T

E L/

C O

M M

R O

O M

M

FROM GRID '10'

2' - 2 3/4" CLEAR

2' - 2"

6" 4' - 7 1/2"

A7.0

S3

S4

S1

S4

S1

S1

S2

S4

S4

S1

S4

S2

S1

F.E.C.

ROOM SIGNAGE,

REF. DTL. 13/A6.1

ROOM

SIGNAGE,

REF. DTL.

13/A6.1

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

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/

:4

5:

A M

05.04.171

A2.2

03.01.17

MEZZANINE PLAN - PHASE 1

13083.00

INRC WAREHOUSE - PHASE 1

USDA FOREST SERVICE

JRB/ES

BP/MEH

BP

: 1/8" = 1'-0"A2.2A5.0

13 MEZZANINE PLAN - PHASE 1

E E

D D

C C

A A

S

LO

P E

: 2

OPEN TO BELOW

A5.0

A5.0

A5.0

A5.0

21' - 1" 3' - 6" 6' - 0"

7'

11 13

4'

S

LO

P E:

RIDGE

6' - 0"

9"

126' - 10 31/32"

3' - 8"

A5.0

A5.0

SPECIFIED STANDING SEAM METAL ROOFING

RELIEF DUCT & GRAVITY

VENTILATOR (REF. MECH. DWGS)

RELIEF DUCT & GRAVITY VENTILATOR (REF. MECH. DWGS)

ROOF MOUNTED EXHAUST FAN TERMINATION (REF. MECH. DWGS.)

RELIEF DUCT & GRAVITY

VENTILATOR (REF. MECH. DWGS)

LINE OF EXTERIOR WALL BELOW (TYP)

2'

1/ 2"

CONTINUOUS METAL SNOW GUARD

CONTINUOUS METAL

SNOW GUARD TYP.

2' - 0" 2' - 0"

2'

1'

117' - 1 1/32"

118' - 5 31/64"

4'

CONTINUOUS METAL SNOW GUARD

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

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/

:4

5:

A M

05.04.171

A2.3

03.01.17

ROOF PLAN - PHASE 1

13083.00

INRC WAREHOUSE - PHASE 1

USDA FOREST SERVICE

JRB/ES

BP/MEH

BP

: 1/8" = 1'-0"A2.3A4.2

13 ROOF PLAN - PHASE 1

D D

C C

A6.5

A6.5

3 1

A6.4

11 9

A6.4

7 5

A6.5

11 9

7 5

S1

S1

S1

S1

S1

S1

S2

S2

S2

S2

S2

S1

S1

S1

S2 S2

S3 S3

.1

119.1 120.1

.1

.2

14' - 2" 1' - 9 1/4" 8' - 2 3/4" 5' - 11"

4'

9'

8'

4'

8'

/4

2' - 0"

1'

0"

1'

0"

8'

3'

3'

3'

3'

3'

4'

3'

2'

0"

10' - 5 1/4" 1' - 9 1/4" 8' - 2 3/4" 2' - 2" 10' - 4 1/4"

TYP.

4' - 0"

5' - 2" TYP.

E Q

T Y

P

E Q

SS BENCH. TYP.

ALL SHOWERS TO SLOPE TO

DRAIN. TYP.

METAL

LOCKERS.

TYP.

5'

LAMINATE

COUNTER TOP.

TYP.

SOAP

TOWEL /

RECESSED

TRASH BIN.

HAND DRYER.

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

F.D. F.D.

5'

/4

5'

/4

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

S1

3' - 9 1/4" 6' - 2 3/4"2' - 0"

0"

8' - 6 1/4" 4' - 10 3/4"

CG-1

CG-1

S3

TYP.

1/

2"

1/

4"

12' - 11 1/2" 11 1/4"

MEN'S RESTROOM

WOMEN'S

RESTROOM

WOMEN'S

LOCKERS /

SHOWERS

MEN'S LOCKERS /

SHOWERS

BREAK ROOM

S2

9' - 11 1/4" 10' - 4 3/4"

FINISH TO FINISH

5' - 4"

CLR

1' - 2"

4' - 10"

1' - 4 1/2"

1 1

1 1

E E

2' - 1 3/4" 9' - 0"

11' - 1 3/4"

9'

6'

CONCRETE PIER, REF. STRUCTURAL DWGS.

RADIO TOWER. REF. STRUCT. & ELECTRICAL DWGS.

16' - 0" TO SLAB EDGE 4" WIDER THAN EQ.

2"

6" THK CONCRETE PAD, W/ REINF. PER

EQUIPMENT MANUF.'S WRITTEN

REQUIREMENTS AND/OR

RECOMMENDATIONS.

PAD MOUNTED SWITCHGEAR (REF.

ELEC. DWGS.) W/ PAD BELOW (REF.

STRUCT.)

2"

C O

N F

IR

M

W / E

Q . D

E P

T H

4'

0"

E E

14' - 11 1/2"

6' - 11 1/4" 6' - 11 1/4"

13' - 10"

CONCRETE PAD FOR

CONDENSING UNITS, REF.

STRUCT. DWGS.

CONDENSING UNIT (REF.

MECH. DWGS.) TYP.

E.J.

E .J

SLOPE PAD TO DRAIN AWAY

FROM BUILDING AT 1/8" : 1'-0"

1' - 1"

/4

E.J.

E .J

ENCLOSURE SCREEN

FENCE CLAD W/ CP-1, REF.

DTL. 10/A4.1 (TYP)

A4.1

A4.1

A4.1

POST TO POST

4' - 0" 9' - 5 3/4"

EQ EQ

EQ EQ EQ

11' - 5 1/2"

E E

GENERATOR (REF.

ELEC. DWGS.)

E.J.

E .J

E .J

E .J

CONCRETE SLAB - REF. STRUCT.

ASPHALT PAVING (REF. CIVIL DWGS.)

SCREENING / ENCLOSURE FENCE

(TYP)

8 C.Y. ROLL-OFF

DUMPSTER (N.I.C.)

E .J

E .J

E .J

TYPICAL CURBSIDE

ROLLING BINS (N.I.C.)

6' - 2" 10' - 0" 14' - 2"

8' - 1" 14' - 2" 8' - 1"

2' - 0" 12' - 2" 2' - 0" 12' - 2" 2' - 0"

BOLLARDS TYP.

30' - 4"

REMOVABLE

BOLLARD

8 C.Y. ROLL-OFF

DUMPSTER (N.I.C.)

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

CLEAR

4' MIN.

CLEAR

4' MIN.

C

LE

A R

4' M

IN

C

LE

A R

4' M

IN

6"

16' - 2"

WALKWAY, SEE CIVIL

T O

F U

T U

R E

O F

F

IC

E B

U

IL

D

IN

G

A6.3 13

UNISEX TOILET

CLEAR

1' - 3"

CLEAR

1' - 6"

CLR. INT. FINISH DIMENSION

6' - 10 3/4"

C

LE

A R

IN

T

E R

IO

R

F

IN

IS

H

D

IM

E N

S

IO

N

/4

3' - 0" 6"

1'

3'

2' - 6"

6 1/2"CL1

3/4" x 6" WESTERN RED CEDAR FENCE SLAT, EVENLY SPACED PER ENCLOSURE SIDE @

8" O.C. MAX., STAINED TO MATCH SAMPLE

2"x2"x3/16" POWDER COATED STEEL FENCE

STRUCTURAL TUBE W/ "U" MOUNTING

BRACKETS TO VERTICAL MEMBERS (TYP)

1'

2"x2"x3/16" POWDER COATED STEEL FENCE

STRUCTURAL TUBE @ 48" O.C. MAX.

12" DIAM. CONCRETE PIER @ EA. VERTICAL

SUPPORT MEMBER (REF. STRUCT.)

ASPHALT PAVING (REF. CIVIL. DWGS.)

COMPACTED NATIVE SOILS (REF. CIVIL. &

STRUCT.)

EXTERIOR CONCRETE SLAB, SLOPED TO

DRAIN (REF. CIVIL. DWGS.)

EMBED VERTICAL SUPPORT 18" INTO PIER

(TYP)

/2

/2

/2

/2

20' - 0"

2' - 0

9'

0"

GUARD RAIL, SPACE VERTICAL SUPPORTS EVENLY

ALONG EACH SECTION OF GUARD RAIL, REF. 8/A1.0

CONCRETE RETAINING WALL

TOW : 54.53' TYP. ALL

GENERAL NOTE:

FOR ALL GRADE CHANGES, DRAINAGE AND TREE

PRESERVATION REF. CIVIL 5/C9.7

FOR ALL RETAINING WALL , AND HANDRAIL

CONSTRUCTION DETAILS REF. ARCHITECTURAL 8/A1.0

HEIGHT OF RETAINING WALL IS CONSISTENT THROUGH

OUT @ 54.53'

TOW = TOP OF WALL

PRESERVED

EXISTING TREE

(PONDEROSA PINE)

A1.0

4"

6' - 0"

SITE CONTOURS

112°

3°

1°

4"

TY

P.6"

TYP.

6"

TYP

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/

:4

5:

A M

05.04.171

A3.0

03.01.17

ENLARGED PLANS - PHASE 1

13083.00

INRC WAREHOUSE - PHASE 1

USDA FOREST SERVICE

JRB/ES

MEH/BP

BP

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

10 FIRST LEVEL ENLARGED PLAN - PH1

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

7 ENLARGED PLAN - RADIO TOWER, A.T.S. & TRANSFORMER AREA

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

8 ENLARGED PLAN - A/C CONDENSERS & PAD

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

11 ENLARGED PLAN - GENERATOR & TRASH ENCLOSURE AND PAD

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

9 ENLARGED PLAN

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

4 SCREEN FENCE SECTION DTL.

: 1/8" = 1'-0"A3.0A1.0

14 RETAINING WALL & RAILING ENLARGED PLAN

1' - 0 1/4"

'FP' PANEL CLAD EXTERIOR WALL ASSEMBLY:

REF. EXTERIOR WALL TYPE LOCATION DIAGRAM

& DETAILS ON SHEET A2.0

3/8" JT. W/ SEALANT & BACKER ROD (TYP)

SPECIFIED STOREFRONT SYSTEM

STOREFRONT DOOR IN CLOSED POSITION

DOUBLE STUDS @ INTERSECTING WALL LOCATION

SCHEDULED INTERIOR PARTITION

10"

3 3/4" 1 3/4"

3/

4" C L

5 3/4" 10"

CL

A5.3

SPECIFIED STOREFRONT SYSTEM W/ MANUFACTURER'S OUTSIDE

CORNER TRIM

1 3/4" 4 1/2"

3/

4"

1/ 2"

PROFILED SOLID STOCK WOOD SILL W/ MITERED OUTSIDE CORNER

INTERIOR WOOD SILL

3 1/2"

TVS 2.5x2.5x.25

C L

CL

1/

2"

5 1/2"

SPECIFIED STOREFRONT SYSTEM

3/8" JOINT W/ SEALANT & BACKER ROD (TYP)

SOLID STOCK WOOD RETURN. SPECIES, CUT & FINISH SHALL MATCH

RAINSCREEN WOOD SLATS

VERTICAL PORTION OF RAINSCREEN WOOD SLAT SHOWN IN SECTION

RAINSCREEN WALL ASSEMBLY, REF. 12/A5.2

SCHEDULED

INTERIOR

PARTITION

SCHEDULED

DOOR & FRAME

5 3/4" 10"

CL

5 1/4"1/2"

C C

PROFILED WOOD SLAT (WS) CLAD RAINSCREEN WALL ASSEMBLY,

REF. 12/A5.2 FOR COMPONENTS

VERTICAL PORTION OF PROFILED WOOD SLAT CUT IN SECTION

INSIDE CORNER "F&J" TRANSITION TRIM FINISH SHALL MATCH

ADJACENT CP CLADDING

3"

5"

SCHEDULED INTERIOR PARTITION

1' - 3"

1/

2"

SCRIBE EDGES OF PROFILED

WOOD SLAT CLADDING TO

TRANSITION TRIM. SET EDGE

IN SEALANT COMPATIBLE

WOOD (NO STAINING,

SURFACE DISCOLORATION,

INCOMPATIBILITY W/ WOOD

FINISH)

'CP' PANEL CLAD EXTERIOR WALL ASSEMBLY:

REF. EXTERIOR WALL TYPE LOCATION DIAGRAM

& DETAILS ON SHEET A2.0

CP CLAD WALL ASSEMBLY, REF. EXTERIOR WALL

TYPES ON SHEET A2.0

FACTORY MITERED OUTSIDE CORNER @ CP PANELS

PREFORMED 1 1/2" FACE WIDTH OPENING TRIM W/

WELDED JOINTS @ SILL & HEAD TRANSITIONS.

FINISH SHALL MATCH CP PANELS.

3/8" JT. W/ SEALANT & BACKER ROD (TYP)

SPECIFIED STOREFRONT SYSTEM WINDOW.

THERMAL BREAK SHALL ALIGN W/ CENTERLINE OF

CONTINUOUS INSULATION LAYER

GYP. BD. INTERIOR SILL

W/ SCHEDULED FINISH

1' - 6"

E E

4" 2"

3' - 6"

4" 3"

WALL PANEL 'CP'

END WALL TRIM

WALL PANEL 'SSR' RIBS ALIGN W/ 'SSR' ROOF PANELS

10"

8 1/4"

1' - 1 3/4"

SCHEDULED PARTITION (TYP)

3/8" SEALANT &

BACKER ROD JT.

SCHEDULED

WINDOW

3"x3" PREFORMED INSIDE CORNER TRIM, FINISH SHALL MATCH CP PANELS

SCREEN FENCE

(REF. 8/A3.0)

C L

CL

1 1/8"

EQ

EQ

S T

U D

P

O S

T

POST

1'

/2

3'

/2

2' - 2 1/4"

3 1/2"

3 1/2"

END WALL CORNER GUARD, ADHESIVELY & MECHANICALLY

FASTENED, CG-2 (TYP)

SPECIFIED FOLDING PARTITION IN

EXTENDED POSITION

DASHED LINES INDICATE FOLDING

PARTITION IN STACKED POSITION

POCKET DIMENSIONS SHOWN ARE FOR BASIS-OF-

DESIGN PRODUCT. VERIFY DIMENSIONS AND

COORDINATE WITH ACTUAL PRODUCT PROVIDED

PRIOR TO CONSTRUCTION

3"

3"

3"X3" PREFORMED INSIDE CORNER TRIM W/ HEMMED EDGES.

MECHANICALLY FASTENED PER MANUFACTURER'S WRITTEN

REQUIREMENTS, SET W/ MANUF.'S TAPE SEALANT

SCHEDULED INTERIOR PARTITION

'CP' PANEL CLAD EXTERIOR WALL ASSEMBLY:

REF. EXTERIOR WALL TYPE B, SHEET A2.0 (TYP)10

29 GA. TEMPORARY OUTSIDE CORNER TRIM,

FINISH SHALL MATCH ADJACENT 'CP' PANELS

TEMPORARY 29 GA. RIBBED STEEL 36" W.

PANELS, FINISH SHALL MATCH 'CP' PANELS

SPECIFIED WRB

5/8" EXTERIOR GYPSUM SHEATHING @ EXTENT

OF WEST WALL RECEIVING TEMPORARY METAL

PANEL CLADDING

TERMINATE & FASTEN 'CP' PANELS SO THEY MAY BE

EXTENDED WEST (IN PHASE 2 WORK) WITH MINIMAL

WASTE OF PHASE 1 PANEL

B B

/2

TEMPORARY 29 GA. RIBBED STEEL 36" W.

PANELS, FINISH SHALL MATCH PERMANENT

ADJACENT METAL PANELS

SPECIFIED WRB

5/8" EXTERIOR GYPSUM SHEATHING @ EXTENT

OF WALL RECEIVING TEMPORARY METAL PANEL

CLADDING

SCHEDULED INTERIOR PARTITION

STEEL MOMENT FRAME (BY MTL. BLDG.

MANUF.), PAINTED

'CP' PANEL CLAD EXTERIOR WALL ASSEMBLY. REF.

EXTERIOR WALL TYPE 'B' ON SHEET A2.0

CUSTOM BRAKE METAL SHAPE HORIZONTAL

"FIN" ELEMENT

A3.1

. SCHEDULED DOOR OPENING WIDTH.

1/2" STEEL PLATE, PAINTED

'J' TRIM, FINISH TO

MATCH ADJ. PANELS

CONC. FILLED STEEL PIPE

BOLLARD (TYP)

CF PANEL CLAD WALL

ASSEMBLYC

O N

C

A S

P H

A

LT

A A

A3.1

A3.1

SIM.

/8 " 9

/2

9"

FACTORY MITERED/WELDED OUTSIDE CORNER BETWEEN

PANEL TYPES FP & CP

3"x3" PREFORMED INSIDE CORNER TRIM, FINISH SHALL

MATCH ADJACENT CP PANELS

SCHEDULED FRAME & DOOR

CP PANEL CLAD WALL ASSEMBLY (TYP)

FP PANEL CLAD WALL ASSEMBLY. START W/ FULL

WIDTH FP PANEL @ WELDED CORNER

TURN UP CP PANEL EDGE TO TUCK INSIDE HM FRAME

RETURN. SET IN SEALANT.

A A

3 3/8"

/2

/8

1" THK VERTICAL STL BAR, PAINTED, FINISH

SHALL MATCH ARCHITECT'S SAMPLE

PANEL "J" EDGE TRIM @ EITHER SIDE OF STL. BAR

3/16" x 5" x PANEL HT. STL. PLATE WELDED TO 1" THK VERT. STL.

BAR & FASTENED TO MTL. CORNER STUDS @ 36" O.C. VERT

2x2x3/16 STL ANGLE WELDED TO 1" THK VERT BAR &

FASTENED TO MTL. CORNER STUDS @ 36" O.C. VERT.

1" 4'

/2

1'

1'

1/ 2"

6"

4'

2' - 0"

5" 4" 6" 4" 5"

6" A SCHEDULE 40, HOT DIPPED

GALVANIZED STEEL PIPE BOLLARD,

PAINTED "CONFIDENT YELLOW"

(SHERWIN WILLIAMS #SW6911). 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" B

AVERT. & @ QUARTER POINTS

OF PIPE CIRCUMFERENCE

(TYP)

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

FOOTING PIER

3'

1/

4"

2 3/4"

29 GA. STL. CONTINUOUS EDGE

CLOSURE TRIM @ TRANSITION TO

TEMPORARY SIDING. COLOR

SHALL MATCH 'CP' SIDING

CONTINUOUS GAP FILLER FOR

IRREGULAR SIDING PROFILES BY TRIM

MANUF.

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/

:4

5:

A M

05.04.171

A3.1

03.01.17

PLAN DETAILS - PHASE 1

13083.00

INRC WAREHOUSE - PHASE 1

USDA FOREST SERVICE

JRB/ES

MEH/JR

BP

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

3 NORTH EXT. WALL - STOREFRONT TRANSIT. PLAN DTL.

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

4 STOREFRONT OUTSIDE CORNER PLAN DETAIL

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

8 WINDOW JAMB & INT. MULLION PLAN DTL. @ N. WALL

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

12 INSIDE CORNER PLAN DETAIL @ WALL TYPE TRANSITION

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

7 WINDOW JAMB & OUTSIDE CORNER PLAN DETAIL

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

2 PLAN DTL. @ SE CORNER

: 3/4" = 1'-0"A3.1A2.0

11 FOLDING PARTITION POCKET PLAN DETAIL

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

14 INSIDE CORNER PLAN DETAIL

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

13 PLAN DTL. @ TRANSITION TO TEMP. SIDING @ SE ENTRY

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

9 PLAN DETAIL @ W. WALL TRANSITION TO TEMP. SIDING

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

5 OVERHEAD DOOR TYPICAL JAMB DETAIL

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

6 WEST WALL DOOR ALCOVE PLAN DETAIL

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

15 BOLLARD DETAIL

: 6" = 1'-0"A3.1A3.1

10 EXPOSED EDGE TRIM DTL.

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. HORIZONTAL FIN ELEMENT, REF. DTL. 15/A5.2

14. 1" THK. STEEL BAR VERTICAL, PAINTED, FINISH TO MATCH

ARCHITECT'S SAMPLE. REF. DTL. 6/A3.1

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

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

KEYNOTE IS DESIGNATED WITH THIS SYMBOL#

FIRST LEVEL

100' - 0"

B/ EAVE - WEST

113' - 0"

107 106 104105 102 101103

EXPOSED STEEL FRAME, PAINTED

SHERWIN WILLIAMS 'CONFIDENT

YELLOW' #SW6911

CP WS FP

8" H. PIN MOUNTED CAST ALUMINUM SIGNAGE -

DESIGN AND DETAILS PER CONTRACTING OFFICER'S

DIRECTION. FURNISHED & INSTALLED BY G.C.

INTERAGENCY NATURAL RESOURCE

CENTER - WAREHOUSE

A5.0

111 112 113

PHASE 1 RIDGE

126' - 10"

PHASE 1 RIDGE

126' - 10"

BE D C A

3'

7'

ROOF EDGE

116' - 0"

6 6

6 6 4

5 51

12 6

6 6 6 6

4'

13 13 13 13 13

FIRST LEVEL

100' - 0"

10 12

A5.0

A5.0

11 11 13

108109

PHASE 1PHASE 2

PHASE 1 RIDGE

126' - 10"

PHASE 1 RIDGE

126' - 10"

SSR

ROOF EDGE

116' - 0"

ROOF EDGE

116' - 0"

3'

7'

6 6 6 6

SWITCHGEAR

METER

6 1/8" 6 1/8"

GAS

METER

2' - 5 7/8"

CL

PIPE

116 115

WH-1 (REF.

PLMB'G

DWGS)

9"

A7.0

FIRST LEVEL

100' - 0"

B/ EAVE - WEST

113' - 0"

B/ EAVE - WEST

113' - 0"

10' - 2 3/4"

PHASE 2PHASE 1

FPCP WS

PHASE 1 RIDGE

126' - 10"

PHASE 1 RIDGE

126' - 10"

1013 1112

SSR

CP

9 9

5 5 5

12 12 12 13

DBL GATES W/

CHAINLINK MESH

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".

WS

WOOD SLAT

BASIS OF DESIGN - MANUF/MODEL: CUSTOM / REFERENCE DETAIL 12/A5.2

COLOR - CLEAR

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/

:4

5:

A M

05.04.171

A4.0

03.01.17

EXTERIOR ELEVATIONS - PHASE 1

13083.00

INRC WAREHOUSE - PHASE 1

USDA FOREST SERVICE

JRB/ES

BP/MEH

BP

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

5 NORTH ELEVATION - PHASE 1

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

13 EAST ELEVATION - PHASE 1

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

10 WEST ELEVATION - PHASE 1

FIRST LEVEL

100' - 0"

FIRST LEVEL

100' - 0"

B/ EAVE - WEST

113' - 0"

A5.0

A5.0

PHASE 1 RIDGE

126' - 10"

PHASE 1 RIDGE

126' - 10"

B EDCA

ROOF EDGE

116' - 0"

T E

M P

O R

A R

Y S

ID

IN

G

9'

4'

KEYNOTES - BUILDING ELEVATIONS

KEYNOTE IS DESIGNATED WITH THIS SYMBOL#

9 9 9 9 9 9 9

DASHED LINES

INDICATE MECHANICAL

SCREEN NOT SHOWN IN

THIS VIEW TO ALLOW

VIEW OF BUILDING WALL

BEHIND.

MECHANICAL SYSTEM

CONDENSER - REF. M&P

DRAWINGS (TYP)

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. HORIZONTAL FIN ELEMENT, REF. DTL. 15/A5.2

14. 1" THK. STEEL BAR VERTICAL, PAINTED, FINISH TO MATCH

ARCHITECT'S SAMPLE. REF. DTL. 6/A3.1

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

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

9'

12' - 0" 8' - 0"

7'

15' - 6"

16 16

12' - 3"

9'

FIRST LEVEL

100' - 0"

B/ EAVE - WEST

113' - 0"

A5.0

PHASE 1 RIDGE

126' - 10"

3'

7'

6 3

VOID ABOVE NORTH 'PORCH' SOFFIT

PREFIN. MTL. TOP CLOSURE TRIM

W/ DRIP EDGE

CP-1 METAL PANEL CLADDING

PREFIN. MTL. OUTSIDE CORNER TRIM

POWDER COATED STEEL TUBE FRAMING

MEMBER, COLOR SHALL MATCH CP-1

(TYP)

CP-1 METAL PANEL CLADDING @

GATE

6'

PREFIN. MTL. TOP CLOSURE TRIM

W/ DRIP EDGE

CP-1 METAL PANEL CLADDING

PREFIN. MTL. OUTSIDE CORNER TRIM

POWDER COATED STEEL TUBE FRAMING

MEMBER, COLOR SHALL MATCH CP-1

(TYP)

6'

PREFIN. MTL. TOP CLOSURE TRIM

W/ DRIP EDGE

CP-1 METAL PANEL CLADDING

PREFIN. MTL. OUTSIDE CORNER TRIM

POWDER COATED STEEL TUBE FRAMING

MEMBER, COLOR SHALL MATCH CP-1

(TYP)6'

FIRST LEVEL

100' - 0"

3"

5" 2'

3'

6'

2'

4"

1' - 0"

5" 2" 5"

1'

CP-1 METAL PANELS W/ EXPOSED

FASTENERS PER MANUF.'S PRINTED

RECOMMENDATIONS

2"x2"x3/16" POWDER COATED STL FENCE

STRUCT TUBE W/ "U" MOUNTING

BRACKETS TO VERT MEMBERS (TYP)

2"x2"x3/16" POWDER COATED STL FENCE

STRUCTURAL TUBE @ 48" OC MAX

12" DIA CONCRETE PIER AT EA VERT

SUPPORT MEMBER (REF STRUCT)

COMPACTED NATIVE SOILS

(REF CIVIL & STRUCT)

EXTERIOR CONCRETE SLAB,

SLOPED TO DRAIN (REF CIVIL)

EMBED VERTICAL SUPPORT INTO

PIER 18" BELOW T/CONC. PAVING

29 GA PREFINISHED MTL CONT

TERMINATION TRIM W/ DRIP EDGE

& TOP SLOPED TO DRAIN

FINISH SHALL MATCH CP-12"

CP-1 METAL PANELS W/ EXPOSED

FASTENERS PER MANUF.'S PRINTED

RECOMMENDATIONS

2"x2"x3/16" POWDER COATED STEEL GATE

FRAME STRUCTURAL TUBE W/ WELDED

CONNECTIONS (TYP)

29 GA. PREFINISHED METAL CONTINUOUS

TERMINATION TRIM W/ DRIP EDGE & TOP

SLOPED TO DRAIN. FINISH SHALL MATCH CP-

2'

/2

2'

/2

3"

5'

GATE FRAME DIAGRAM

CENTERLINES INDICATE TS LOCATIONS

POWDER COATED PRESSED STEEL HEAVY

DUTY GATE LATCH, THROUGH BOLTED TO GATE

FRAME POST W/ PADLOCK HOLE @ SWING

SADDLE, BELOW HINGE.

3" *

*VERIFY MIN. CLEARANCE W/ GATE

HDW. MANUF.

GATE SHALL HAVE FOUR (4) STEEL ALL MACHINED

COMPONENT 2 BALL BEARING BARREL HINGES.