USDA FOREST SERVICE

KERN RIVER RANGER DISTRICT

ADMINISTRATIVE BUILDING AND

WAREHOUSE RELOCATION

95% SUBMITTAL

SACRAMENTO DISTRICT

SACRAMENTO, CALIFORNIA

US Army Corps of

Engineers ®

C

1 2 3 4

A

B

APPROVED

NATIONAL FOREST

DATE

Steven Ray

Forest Engineer

DATE

Alfred Watson

District Ranger

DATE

Kevin Elliot

Forest Supervisor

DATE

Eugene Kim

Regional Architect

DATE

Tyrone Kelley

Regional Engineer

REGIONAL OFFICE

number:

reference

Sheet

A

B

C

1 2 3 4

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95% SUBMITTAL

r a w i n g

C o d e

D e s i g n e d b y

S p e c

N o

D e s i g n

F i l e

N o

D r a w n b y

A p p r o v e d

F u n c t i o n a l

A d e q u a c y

A p p r o v e d

P r e p a r e d

U n d e r t h e

D i r e c t i o n o f

C h i e f

D e s i g n

B r a n c h

C h i e f

E n g i n e e r g i n g

D i v i s i o n

C o l o r p s o f

E n g i n e e r s

US Army Corps of Engineers ®

D a t e

D a t e

D a t e

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K E

I

A B

E L L A

U S

F

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U B

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P

U S

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E S

T

S

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V I C

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K E

SACRAMENTODISTRICT

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited.

of Engineers ®

Sacramento District

US Army Corps

USDA FOREST SERVICE

KERN RIVER RANGER DISTRICT

ADMINISTRATIVE BUILDING AND

WAREHOUSE RELOCATION

P2 145952

W91238-11-D-0009, TASK ORDERS 0004, 0005, 0006

T I T

L

H E

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Sheet

A

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1 2 3 4

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S A

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US Army Corps of Engineers ®

SACRAMENTODISTRICT

A D

M I N

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T R

A T

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W

A R

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O U

B

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ARCHITECTURAL

A-100

A-101

A-102

A-103

A-104

A-105

A-120

A-201

A-202

A-220

A-301

A-302

ADMINISTRATION / WAREHOUSE BUILDINGS

ADMINISTRATION / WAREHOUSE BUILDINGS

ADMINISTRATION / WAREHOUSE BUILDINGS

ADMINISTRATION BUILDING FLOOR PLAN - BASE BID

ADMINISTRATION BUILDING

WAREHOUSE BUILDING FLOOR PLAN

ADMINISTRATION BUILDING EXTERIOR ELEVATIONS - BASE BID

ADMINISTRATION BUILDING EXTERIOR ELEVATIONS - BASE BID

WAREHOUSE BUILDING EXTERIOR ELEVATIONS

ADMINISTRATION BUILDING SECTIONS - BASE BID

ADMINISTRATION BUILDING SECTIONS - BASE BID

SITE UTILITY SERVICES

ES-101 KERNVILLE SITE ADMINISTRATION & WAREHOUSE

MECHANICAL

M001

M601

PLUMBING

P001

ELECTRICAL

E001

E101

E102

E103

E105

E106

E130

E501

ELECTRICAL SYMBOLS AND NOTES

ELECTRICAL SITE PLAN - POWER

ELECTRICAL SITE PLAN - LIGHTING

ADMINISTRATION BUILDING FLOOR PLAN - POWER BASE BID

ADMINISTRATION BUILDING FLOOR PLAN

ADMINISTRATION BUILDING FLOOR PLAN

WAREHOUSE BUILDING FLOOR PLAN - POWER

DETAILS

UTILITY SERVICES SITE PLAN

CIVIL

DRAWING INDEX

G-001

C-101

ADMINISTRATION / WAREHOUSE BUILDINGS

TITLE SHEET

LANDSCAPE CONT.

SITE PLAN - BASE BID IMPROVEMENTS

C-101A

C-102

C-102A

C-103

C-105

SITE PLAN - BASE BID PLUS ADDITIVE

DIMENSIONED LAYOUT PLAN

GRADING AND DRAINAGE PLAN (1 OF 2)

WATER SYSTEM PLAN

BASE BID IMPROVEMENTS

SEPTIC SYSTEM PLAN

BASE BID IMPROVEMENTS

MECHANICAL POWER BASE BID & ALTERNATE

OVERALL KWC MASTER SITE PLAN

SITE PLAN - BASE BID

SITE PLAN - BASE BID + ADD ALT 1

G-002 ADMINISTRATION / WAREHOUSE BUILDINGS

DRAWING INDEX

FLOOR PLAN - BASE BID + ADD ALT 1

A-106

ADMINISTRATION BUILDING PLATFORM PLANS

A-107

ADMINISTRATION BUILDING

A-109

ADMINISTRATION BUILDING ROOF PLAN - BASE BID

A-121

WAREHOUSE BUILDING REFLECTED CEILING PLAN

A-122

WAREHOUSE BUILDING ROOF PLAN

A-320 WAREHOUSE BUILDING SECTIONS

A-401 ADMINISTRATION BUILDING ENLARGED PLANS

A-501 DETAILS

A-303 ADMINISTRATION BUILDING SECTIONS - BASE BID

A-304 ADMINISTRATION BUILDING SECTIONS - BASE BID + ADD ALT 1

A-305 ADMINISTRATION BUILDING SECTIONS - BASE BID + ADD ALT 1

A-306 ADMINISTRATION BUILDING SECTIONS - BASE BID + ADD ALT 1

A-108

ADMINISTRATION BUILDING

ADMINISTRATION BUILDING ROOF PLAN - BASE BID + ADD ALT 1

REFLECTED CEILING PLAN - BASE BID

REFLECTED CEILING PLAN - BASE BID + ADD ALT 1

G-003 ADMINISTRATION BUILDING CODE CONCEPTS

G-004 WAREHOUSE BUILDING CODE CONCEPTS

C-001 ABBREVIATIONS

C-002 GENERAL NOTES

C-003 PROJECT MAPS

B-101 SITE INVESTIGATION PLAN

BASE BID IMPROVEMENTS

B-102 GEOTECHNICAL BORING LOGS (1 OF 3)

B-103 GEOTECHNICAL BORING LOGS (2 OF 3)

B-104 GEOTECHNICAL BORING LOGS (3 OF 3)

BASE BID IMPROVEMENTS

BASE BID IMPROVEMENTS

C-106

GAS PLAN

BASE BID IMPROVEMENTS

C-107

C-108 EROSION CONTROL PLAN

BASE BID IMPROVEMENTS

C-201 KERNVILLE ROAD PLAN AND PROFILE

C-501

BASE BID IMPROVEMENTS

C-502

C-503

C-504

STANDARD DETAILS (1 OF 9)

C-505

STANDARD DETAILS (2 OF 9)

C-506

STANDARD DETAILS (3 OF 9)

D-101 DEMOLITION PLAN - BASE BID IMPROVEMENTS

INTERIORS

ID-100

ID-101

ADMINISTRATION / WAREHOUSE BUILDINGS

ADMINISTRATION / WAREHOUSE BUILDINGS

FURNITURE PLAN - BASE BID

FURNITURE PLAN - BASE BID + ALT 1

STRUCTURAL

S-101

S-102

ADMINISTRATION BUILDING

ADMINISTRATION BUILDING

FOUNDATION PLAN - BASE BID

FOUNDATION PLAN - BASE BID + ALT 1

S-103 ADMINISTRATION BUILDING

MECH PLATFORM FRAMING PLAN

S-104 ADMINISTRATION BUILDING

ROOF FRAMING PLAN - BASE BID

S-105 ADMINISTRATION BUILDING

ROOF FRAMING PLAN - BASE BID + ALT 1

S-121 WAREHOUSE BUILDING FOUNDATION PLAN

S-122 WAREHOUSE BUILDING

ROOF & MECH PLATFORM FRAMING PLANS

S-301 ADMINISTRATION BUILDING

BUILDING SECTIONS - BASE BID + ALT 1

M101

M102

M130

ADMINISTRATION MECHANICAL FLOOR PLAN - BASE BID

ADMINISTRATION MECHANICAL FLOOR PLAN

WAREHOUSE MECHANICAL FLOOR PLAN

NOTES, LEGENDS, AND SYMBOLS

BLDG SCHEDULES

M501 MECHANICAL DETAILS

P101

P102

P130

ADMINISTRATION PLUMBING FLOOR PLAN - BASE BID

ADMINISTRATION PLUMBING FLOOR PLAN - COMBINED

WAREHOUSE PLUMBING FLOOR PLAN - BASE BID

NOTES, LEGENDS, AND SYMBOLS

FLOOR PLAN BASE BID & ALT 1

P401 ADMINISTRATION PLUMBING FLOOR PLAN

E131

WAREHOUSE BUILDING FLOOR PLAN - SIGNAL

E201

BUILDING ELECTRICAL ELEVATIONS

ID-102

ID-601

ADMINISTRATION / WAREHOUSE BUILDINGS

ADMINISTRATION / WAREHOUSE BUILDINGS

FINISH PLAN - BASE BID + ALT 1

FINISH SCHEDULE - BASE BID + ALT 1

L-500 ADMINISTRATION / WAREHOUSE BUILDINGS

CONSTRUCTION DETAILS

L-501 ADMINISTRATION / WAREHOUSE BUILDINGS

CONSTRUCTION DETAILS

S-302 ADMINISTRATION BUILDING

BUILDING SECTIONS - BASE BID + ALT 1

S-303 ADMINISTRATION BUILDING

BUILDING SECTIONS - BASE BID + ALT 1

S-321 WAREHOUSE BUILDING SECTIONS

M602 SCHEDULES

P501 PLUMBING DETAILS

E104

ADMINISTRATION BUILDING FLOOR PLAN

POWER BASE BID & ALTERNATE

MECHANICAL POWER BASE BID

E107

ADMINISTRATION BUILDING FLOOR PLAN - SIGNAL BASE BID

E108

ADMINISTRATION BUILDING FLOOR PLAN - SIGNAL

BASE BID & ALTERNATE

E109

ADMINISTRATION BUILDING FLOOR PLAN - LIGHTING BASE BID

E110

ADMINISTRATION BUILDING FLOOR PLAN - LIGHTING

BASE BID & ALTERNATE

E111

ADMINISTRATION BUILDING ROOF PLAN - POWER BASE BID

BASE BID & ALTERNATE

BASE BID & ALTERNATE

E132

WAREHOUSE BUILDING FLOOR PLAN - LIGHTING

BASE BID & ALTERNATE

E133

WAREHOUSE BUILDING ROOF PLAN - POWER

BASE BID & ALTERNATE

E401

ADMINISTRATION ENLARGED FLOOR PLAN

FIRE ALARM

FA001 SYMBOLS & NOTES

ES-102 KERNVILLE SITE ADMINISTRATION & WAREHOUSE

UTILITY SERVICES DETAILS

S-001 STRUCTURAL GENERAL NOTES & ABBREVIATIONS

S-002 STRUCTURAL GENERAL NOTES

S-201 ADMINISTRATION BUILDING FRAMING ELEVATIONS

S-304 ADMINISTRATION BUILDING

S-501 DETAILS

S-502 DETAILS

S-503 DETAILS

C-507

STANDARD DETAILS (4 OF 9)

BUILDING SECTIONS - BASE BID + ALT 1

S-003 STRUCTURAL GENERAL NOTES

S-004 STRUCTURAL GENERAL NOTES

S-005 STRUCTURAL GENERAL NOTES

S-305 ADMINISTRATION BUILDING

BUILDING SECTIONS - BASE BID + ALT 1

S-504 DETAILS

S-505 DETAILS

S-506 DETAILS

S-507 DETAILS

S-508 DETAILS

S-509

DETAILS

S-521 DETAILS

S-522 DETAILS

ID-700 ADMINISTRATION / WAREHOUSE BUILDINGS

INTERIOR ELEVATIONS - BASE BID + ALT 1

L-502 ADMINISTRATION / WAREHOUSE BUILDINGS

CONSTRUCTION DETAILS

L-503 ADMINISTRATION / WAREHOUSE BUILDINGS

CONSTRUCTION DETAILS

L-504 ADMINISTRATION / WAREHOUSE BUILDINGS

CONSTRUCTION DETAILS

L-510 ADMINISTRATION / WAREHOUSE BUILDINGS

IRRIGATION DETAILS

L-511 ADMINISTRATION / WAREHOUSE BUILDINGS

IRRIGATION DETAILS

L-512 ADMINISTRATION / WAREHOUSE BUILDINGS

IRRIGATION DETAILS

L-520 ADMINISTRATION / WAREHOUSE BUILDINGS

PLANTING DETAILS

BID 1 IMPROVEMENTS

DIMENSIONED LAYOUT PLAN

BASE BID PLUS ADDITIVE 1 IMPROVEMENTS

C-103A GRADING AND DRAINAGE PLAN (2 OF 2)

BASE BID AND ADDITIVE 1 IMPROVEMENTS

GRADING AND DRAINAGE PLAN (2 OF 2)

BASE BID IMPROVEMENTS

C-104

C-108A EROSION CONTROL PLAN

BASE BID PLUS ADDITIVE 1 IMPROVEMENTS

C-109 ON-SITE PAVEMENT PLAN

BASE BID IMPROVEMENTS

C-109A ON-SITE PAVEMENT PLAN

BASE BID PLUS ADDITIVE 1 IMPROVEMENTS

C-110 STRIPING AND SIGNAGE PLAN

BASE BID IMPROVEMENTS

C-110A STRIPING AND SIGNAGE PLAN

BASE BID PLUS ADDITIVE 1 IMPROVEMENTS

C-202 STORM DRAIN PROFILES (1 OF 2)

C-203 STORM DRAIN PROFILES (2 OF 2)

C-204 SEWER PROFILES

C-205 WALL 'A' AND 'B' PLAN AND PROFILES

STANDARD DETAILS (5 OF 9)

STANDARD DETAILS (6 OF 9)

STANDARD DETAILS (7 OF 9)

C-508 STANDARD DETAILS (8 OF 9)

C-509 STANDARD DETAILS (9 OF 9)

A-001 ADMINISTRATION / WAREHOUSE BUILDINGS

ABBREVIATIONS AND SYMBOLS

A-002 ADMINISTRATION / WAREHOUSE BUILDINGS

MOUNTING HEIGHTS AND CLEARANCES

A-003 ADMINISTRATION / WAREHOUSE BUILDINGS

MOUNTING HEIGHTS AND CLEARANCES

A-203

ADMINISTRATION BUILDING EXTERIOR ELEVATIONS

BASE BID + ADD ALT 1

A-204

ADMINISTRATION BUILDING EXTERIOR ELEVATIONS

BASE BID + ADD ALT 1

A-205

ADMINISTRATION BUILDING EXTERIOR ELEVATIONS

BASE BID + ADD ALT 1

A-307 ADMINISTRATION BUILDING WALL SECTIONS

A-308 ADMINISTRATION BUILDING WALL SECTIONS

LANDSCAPE

L-100

L-101

ADMINISTRATION / WAREHOUSE BUILDINGS

ADMINISTRATION / WAREHOUSE BUILDINGS

LAYOUT PLAN - BASE BID

LAYOUT PLAN - BASE BID + ADD ALT #1

L-102 ADMINISTRATION / WAREHOUSE BUILDINGS

IRRIGATION PLAN - BASE BID

L-103 ADMINISTRATION / WAREHOUSE BUILDINGS

IRRIGATION PLAN - BASE BID + ADD ALT #1

L-104 ADMINISTRATION / WAREHOUSE BUILDINGS

IRRIGATION NOTES AND SUPPORT

L-105 ADMINISTRATION / WAREHOUSE BUILDINGS

L-400 ADMINISTRATION / WAREHOUSE BUILDINGS

LAYOUT PLAN ENTRY PLAZA ENLARGEMENT

LANDSCAPE PLAN - BASE BID

L-106 ADMINISTRATION / WAREHOUSE BUILDINGS

LANDSCAPE PLAN - BASE BID + ADD ALT #1

L-107 ADMINISTRATION / WAREHOUSE BUILDINGS

LANDSCAPE PLANTING LEGEND & NOTES

M502

MECHANICAL DETAILS

M603 ADMINISTRATION HVAC PIPING DIAGRAM - BASE

M604 ADMINISTRATION HVAC WIRING DIAGRAM - BASE

M605 ADMINISTRATION HVAC PIPING DIAGRAM - BASE + ALT

M606 ADMINISTRATION HVAC WIRING DIAGRAM - BASE + ALT

M607 ADMINISTRATION HVAC WIRING DIAGRAM - BASE + ALT

FA101

FA102 ADMINISTRATION BUILDING FLOOR PLAN - FIRE ALARM

ADMINISTRATION BUILDING FLOOR PLAN - FIRE ALARM

BASE BID & ALTERNATE

FA501 DETAILS - FIRE ALARM

FA502 DETAILS - FIRE ALARM

FA601 ADMINISTRATION FIRE ALARM RISER DIAGRAM

FA602 ADMINISTRATION FIRE ALARM CALS

P502 PLUMBING DETAILS CONTINUED

P601 SCHEDULES

BASE BID & ALTERNATE

E112

ADMINISTRATION ROOF PLAN - POWER

E601

ELECTRICAL ONE LINE DIAGRAM

E502

DETAILS

E503

DETAILS

E504

DETAILS

E505

CCTV WIRING DIAGRAM

E602

PANEL SCHEDULES

E603

PANEL SCHEDULES

E604

PANEL SCHEDULES

E605

CONDUIT & FEEDER SCHEDULES

BASE BID

ARCHITECTURAL CONT.

A-601 ADMINISTRATION BUILDING DOOR SCHEDULES

A-620 WAREHOUSE BUILDING DOOR & WINDOW SCHEDULES

A-701 ADMINISTRATION BUILDING INTERIOR ELEVATIONS

BASE BID + ADD ALT 1

A-702 ADMINISTRATION BUILDING INTERIOR ELEVATIONS

BASE BID + ADD ALT 1

A-703 ADMINISTRATION BUILDING INTERIOR ELEVATIONS

BASE BID + ADD ALT 1

A-720 ADMINISTRATION BUILDING INTERIOR ELEVATIONS

A-721 ADMINISTRATION BUILDING INTERIOR ELEVATIONS

A-801 ADMINISTRATION BUILDING

AIR BARRIER DETAILS - BASE BID

A-802 ADMINISTRATION BUILDING

AIR BARRIER DETAILS - BASE BID + ADD ALT 1

A-820 ADMINISTRATION BUILDING AIR BARRIER DETAILS

A-602 ADMINISTRATION BUILDING DOOR, WINDOW, & LOUVER TYPES

A-502 DETAILS

A-503 DETAILS

A-504 DETAILS

A-505 DETAILS

A-506 DETAILS

A-507 DETAILS

A-508 DETAILS

A-509 DETAILS

S-202 ADMINISTRATION BUILDING FRAMING ELEVATIONS

S-510 DETAILS

S-511 DETAILS

COVER SHEET

M503 MECHANICAL DETAILS

E002 BUILDING LIGHTING FIXTURE SCHEDULE

E608

POWER WIRING DIAGRAMS

RECREATION

/ LAND

USE /

ARCHAEOLOGY

EVIDENCE

STORAGE

201 SF

.7

REC / LAND /

MIN OFFICER

DEPUTY

DISTRICT

RANGER

136 SF

1.4

ELEC

110 SF

.37

TELECOM

101 SF

.3

LAW

ENFORCEMENT

359 SF

3.6

MAP / COPY / SUPPLY

BREAKROOM

295 SF

19.7

PUBLIC

AFFAIRS

MAIL

92 SF

.9

RECEPTION

LOBBY

329 SF

21.9

M

239 SF

W

253 SF

JAN

33 SF

.1

SMALL CONF

127 SF

.4

W

56 SF

M

56 SF

HALL

88 SF

PUBLIC

MEETING

746 SF

49.7

NAT.

RESOURCES

FIRE MANAGEMENT

1,022 SF

10.2

ECOSYSTEM

ECO STAFF

OFFICER

126 SF

1.3

DISTRICT

RANGER

215 SF

2.1

DFMO

125 SF

1.3

FSR

12 SF

ADMIN

SUPPORT

ECOSYSTEM

/ PLANNING

STORAGE

D W

R E

F

C O

U N

T E

R

D I S

P L

A Y

RETAIL

P L

O T

T E

R

HALL

392 SF

399 SF

4.0

356 SF

3.6

182 SF

1.8

122 SF

1.2

122 SF

.4

2,744 SF

27.4

STORAGE

125A

34 SF

.1

32.4

12.8

59.7

12.819.7

12.9

EXIT WIDTH

32.4 X .15 = 4.9"

4.9" < 36"

EXIT WIDTH

59.7 X .15 = 9.0"

9.0" < 72"

EXIT WIDTH

12.8 X .15 = 1.9"

1.9" < 36"

EXIT WIDTH

19.7 X .15 = 3.0"

3.0" < 36"

EXIT WIDTH

12.9 X .15 = 1.9"

1.9" < 36"

EXIT WIDTH

25 X .15 = 3.75"

3.75" < 36"

FEC

D

I

A

G

BASE BIDBASE BID + ADD ALT 1

COMMON PATH OF TRAVEL = 44'

number:

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CODE ANALYSIS

APPLICABLE CODES:

A. CODES & CRITERIA

MEET OR EXCEED THE REQUIREMENTS OF THE FOLLOWING CODES,

CRITERIA, AND REGULATIONS:

AMERICANS WITH DISABILITIES ACT (ADA) AND ARCHITECTURAL

BARRIERS ACT (ABA)

NATIONAL ELECTRIC CODE 2013

NATIONAL ELECTRIC SAFETY CODE

INTERNATIONAL WILDLAND-URBAN INTERFACE CODE 2012

INTERNATIONAL BUILDING CODE 2012

INTERNATIONAL MECHANICAL CODE 2012

INTERNATIONAL PLUMBING CODE 2012

ASHRAE/IESNA STANDARD 90.1, ENERGY STANDARD FOR

BUILDINGS EXCEPT LOW RISE RESIDENTIAL BUILDINGS

NFPA 10, PORTABLE FIRE EXTINGUISHERS 2013

NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS 2013

NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE 2015

NFPA 101, LIFE SAFETY CODE 2013

FS-710, BUILT ENVIRONMENT IMAGE GUIDE FOR THE NATIONAL

FOREST AND GRASSLANDS, DECEMBER 2001

FSH 7309.11, BUILDINGS AND RELATED FACILITIES HANDBOOK,

CHAPTER 30 DEVELOPMENT

FSH 7309.11, BUILDINGS AND RELATED FACILITIES HANDBOOK,

CHAPTER 70 SUSTAINABLE BUILDINGS

ADMINISTRATION BUILDING:

OCCUPANCY CLASSIFICATION: BUSINESS GROUP B

MEETING ROOM: 746 SF X 15 SF/PERSON = 49.7 PERSONS < 50

PERSONS SO IS A B OCCUPANCY PER 303.1.2.1.

TYPE OF CONSTRUCTION: V-B, FIRE SPRINKLERED

SEC. 506.2 FRONTAGE INCREASE: IF=[1-0.25]30/30 = .75

SEC. 506.3 AUTOMATIC SPRINKLER INCREASE: IS=3 FOR ONE STORY

BUILDING

Aa={9,000 + [9000 X .75]+[9000 X 3] = 42,750 SF ALLOWABLE

PROPOSED AREA: 9,800 SF < 42,750 SF, SO OK

SEC. 508: MIXED USE OR OCCUPANCY - NONE.

SEC. 509: INCIDENTAL USES - NONE.

TABLE 602: FIRE SEPARATION DISTANCES ON ALL 4 SIDES

EXCEED 30' SO NO EXTERIOR WALL RATINGS

REQUIRED.

718.4.3: NO DRAFT STOPS REQUIRED DUE TO FIRE

(EXCEPTION) SPRINKLERS

TABLE 803.9: CLASS 'C' FINISHES OK FOR ALL ROOMS AND

CORRIDORS DUE TO SPRINKLERS.

TABLE 906.3: MAX TRAVEL DISTANCE TO FIRE EXTINGUISHER = 75'

0 4' 8' 16'

A1

CODE CONCEPT PLAN

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

LEGEND

AREA

LOAD FACTOR

OCCUPANT LOAD

CUMULATIVE OCCUPANT LOAD

(IBC 1004.1.1)

DIRECTION OF EGRESS TRAVEL

MULTIPLE DIRECTIONS OF

EGRESS TRAVEL. EACH

DIRECTION ACCOMMODATES

ALL OCCUPANTS

KEYNOTES

EXIT ACCESS TRAVEL DISTANCE

± 72' AT DOOR 114 AROUND

FURNITURE

EXIT ACCESS TRAVEL DISTANCE

82' AROUND FURNITURE

EXIT ACCESS TRAVEL DISTANCE

84' AROUND FURNITURE

LONGEST COMMON PATH OF

EGRESS TRAVEL 44'

FIRE EXTINGUISHER. MAX TRAVEL

DISTANCE < 75".

INTERNATIONAL SYMBOL OF

ACCESSIBILITY

7.3.1.2: OCCUPANT LOAD FACTOR = 100SF GROSS/PERSON

IBC CHAPTER 10 (SUPERSEDED BY NFPA 101)

7.2.1.4.2: DOORS REQUIRED TO SWING IN DIRECTION OF

EGRESS TRAVEL WHERE SERVING A ROOM WITH

OCCUPANT LOAD OF 50 OR MORE.

7.5.1.2.2: CORRIDORS THAT ARE NOT REQUIRED TO BE FIRE

RESISTANCE RATED ARE PERMITTED TO

DISCHARGE INTO OPEN FLOOR PLAN AREAS.

38.2.4.3: SINGLE EXIT PERMITTED FOR AREA WITH TOTAL

OCCUPANT LOAD OF FEWER THAN 100 PERSONS

PROVIDING:

- EXIT DISCHARGE DIRECTLY TO OUTSIDE AT LEVEL OF

EXIT DISCHARGE FOR THE BUILDING

- TOTAL DISTANCE OF TRAVEL FROM ANY POINT NOT TO

EXCEED 100' (84' ACTUAL).

7.5.1.3.3: MINIMUM SEPARATION DISTANCE BETWEEN EXITS

IS

DIAGONAL.

38.2.6.3: MAX ALLOWABLE EXIT ACCESS TRAVEL

DISTANCE = 300'. ACTUAL IS 84'.

38.2.5.3.1: MAX COMMON PATH OF EGRESS TRAVEL = 100'.

ACTUAL IS 44'.

38.3.6.1, EX.3: CORRIDOR FIRE RESISTANCE RATING IS 0,

WITH FIRE SPRINKLERS.

38.2.5.2: MINIMUM CORRIDOR WIDTH = 44”.

2-BAY

1,584SF

7.9

WORKOUT

469 SF

9.4

CACHE

398 SF

1.3

UNISEX

89 SF

18.6

EXIT WIDTH

18.6 X .15 = 2.8"

2.8" < 36"

9.4

1.3

31'

34' number:

reference

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C E

P T

S

CODE ANALYSIS

APPLICABLE CODES:

A. CODES & CRITERIA

MEET OR EXCEED THE REQUIREMENTS OF THE FOLLOWING CODES,

CRITERIA, AND REGULATIONS:

AMERICANS WITH DISABILITIES ACT (ADA) AND ARCHITECTURAL

BARRIERS ACT (ABA)

NATIONAL ELECTRIC CODE 2013

NATIONAL ELECTRIC SAFETY CODE

INTERNATIONAL WILDLAND-URBAN INTERFACE CODE 2012

INTERNATIONAL BUILDING CODE 2012

INTERNATIONAL MECHANICAL CODE 2012

INTERNATIONAL PLUMBING CODE 2012

ASHRAE/IESNA STANDARD 90.1, ENERGY STANDARD FOR

BUILDINGS EXCEPT LOW RISE RESIDENTIAL BUILDINGS

NFPA 10, PORTABLE FIRE EXTINGUISHERS 2013

NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS 2013

NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE 2015

NFPA 101, LIFE SAFETY CODE 2013

FS-710, BUILT ENVIRONMENT IMAGE GUIDE FOR THE NATIONAL

FOREST AND GRASSLANDS, DECEMBER 2001

FSH 7309.11, BUILDINGS AND RELATED FACILITIES HANDBOOK,

CHAPTER 30 DEVELOPMENT

FSH 7309.11, BUILDINGS AND RELATED FACILITIES HANDBOOK,

CHAPTER 70 SUSTAINABLE BUILDINGS

WAREHOUSE

OCCUPANCY CLASSIFICATION:

- APPARATUS AND CACHE: S-1

- WORKOUT AND RESTROOM: B

TYPE OF CONSTRUCTION: V-B, NON-SPRINKLERED

TABLE 503: BASIC ALLOWABLE BUILDING AREA = 9,000 SF

(FOR EITHER S-1 OR B)

PROPOSED AREA: 2,700 SF < 9,000 SF, SO OK

SEC. 506: AREA INCREASES DUE TO FRONTAGE ARE

AVAILABLE BUT NOT NEEDED, SO NOT

CALCULATED.

TABLE 508.4: NO SEPARATION REQUIRED BETWEEN S-1

AND B OCCUPANCIES

SEC. 509: INCIDENTAL USES: NONE.

TABLE 602: FIRE SEPARATION DISTANCES ON ALL 4

SIDES EXCEED 30' SO NO EXTERIOR WALL

RATINGS REQUIRED.

718.4.3: NO DRAFT STOPS REQUIRED DUE TO UNDER

3,000 SF.

TABLE 803.9: CLASS C FINISHES OK FOR ALL ROOMS.

903.2.9: FIRE SPRINKLERS NOT REQUIRED DUE TO

UNDER 12,000 SF

NOTE: CFC TABLE B105.1 REQUIRES

MINIMUM 1500 GPM FIRE FLOW FOR 2

HOURS, DUE TO NO SPRINKLERS.

TABLE 906.3: MAX TRAVEL DISTANCE TO FIRE

EXTINGUISHER = 75'

IBC CHAPTER 10 (SUPERSEDED BY NFPA 101)

TABLE 7.3.1.2: OCCUPANT LOAD FACTOR:

WORKOUT: 50 SF/PERSON = 9.4

VEHICULAR STORAGE: 200 SF/PERSON = 7.9

CACHE: 300 SF/PERSON = 1.3

TOTAL: 18.6 OCCUPANTS

0 2' 4' 8'

A1

CODE CONCEPT PLAN

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

LEGEND

AREA

LOAD FACTOR

OCCUPANT LOAD

CUMULATIVE OCCUPANT LOAD

(IBC 1004.1.1)

DIRECTION OF EGRESS TRAVEL

KEYNOTES

EXIT ACCESS TRAVEL DISTANCE

45' AROUND FURNITURE

FIRE EXTINGUISHER. MAX TRAVEL

DISTANCE < 75".

38.2.4.3: SINGLE EXIT PERMITTED FOR AREA WITH TOTAL

OCCUPANT LOAD OF FEWER THAN 100 PERSONS

PROVIDING:

- EXIT DISCHARGE DIRECTLY TO OUTSIDE AT LEVEL

OF EXIT DISCHARGE FOR THE BUILDING

- TOTAL DISTANCE OF TRAVEL FROM ANY POINT NOT

TO EXCEED 100' (45' ACTUAL).

42.2.4.1 (1): ONLY SINGLE EXIT REQUIRED.

TABLE 42.2.5: NO LIMIT TRAVEL DISTANCE IN LOW HAZARD

STORAGE.

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SECT

MIR MIRROR

SHTG

SGB

SHR

SH

SS

SND

SNR

SOG

SP

SUSP

SYM

STL

STOR

STD

THK

TEL

T&B

T

TB

MO

MISC

MUL

MTD

NOM

NS

OA

OPP

OPPH

OFF

OPNG

PSF

PLYWD

PR

MISCELLANEOUS

MASONRY OPENING

MULLION

NOMINAL

NEAR SIDE

MOUNTED

OFFICE

OPENING

OPPOSITE

PLYWOOD

OPPOSITE HAND

PAIR

POINT

POUNDS / SQUARE FT

OVERALL

FURR

FTG

FRP

FS

GL

GWB

GR

GA

GB

DIMENSION

DETAIL

DRAIN INLET

DRINKING FOUNTAIN

DRAWER

DOOR

DOWNSPOUT

HDWD

HDWE

HB

HC

GYP

HGT

HR

HM

DISHWASHER

EXTERIOR INSULATION

EXPANSION JOINT

& FINISH SYSTEM

DIM

DI

DF

DET

DWR

DS

DR

DW

EJ

EIFS

INSULATION

GLASS

HARDWOOD

HOLLOW METAL

HEIGHT

HOUR

HARDWARE

HOLLOW CORE

GYPSUM WALL BOARD

HOSE BIBB

GRADE

GYPSUM

FIBERGLASS REINFORCED

GAUGE

GRAB BAR

FURRING

FOOTING

FACE OF STUD

TSCD

TTD

TOM

TOS

TOF

TS

TO

TYP

UNF

TV

VEST

VWC

UR

WT

WD

WC

RI

PTD

PT

QT

RC

RD

REFR

RM

RESIL

RWD

RO

SC

SCHED

SCD

QUARRY TILE

RISER

PAPER TOWEL DISPENSER

ROOF DRAIN

REFRIGERATOR

ROOM

RESILIENT

REDWOOD

SOLID CORE

SCHEDULE

ROUGH OPENING

SEAT COVER DISPENSER

REINFORCED CONCRETE

WWF

SD SOAP DISPENSER

JST

JAN

INSUL

INT

LKR

LAB

LAM

LAV

KIT

EQUIPMENT

EXTERIOR

FIRE ALARM

EXPANSION

FLOOR DRAIN

ELECTRICAL WATER

MBH

MB

LT

LP

MEMB

MET

MFR

MD

MC

FLOOR

FINISH

FIRE EXTINGUISHER

FLASHING

FACE OF CONCRETE

FACE OF FINISH

FOUNDATION

FACE OF MASONRY

FIRE EXTINGUISHER CAB.

EQPT

EWC

FD

EXT

FA

EXP

FL

FEC

FIN

FE

FLASH

FOC

FOF

FOM

FND

LOCKER

MOP & BROOM HOLDER

MANUFACTURER

METAL DECK

MEDICINE CABINET

MEMBRANE

METAL

PLASTIC LAMINATE

MACHINE BOLT

LIGHT

JOIST

LABORATORY

LAMINATE

LAVATORY

KITCHEN

JANITOR

INTERIOR

AFF

AL

AB

BD

ARCH

CAB

CEM

CER

CB

CLG

CLKG

CJ

CG

CLO

CMU

CORR

CONCRETE MASONRY

CORRIDOR

CAULKING

CLOSET

CONSTRUCTION/

CERAMIC

CORNER GUARD

CEILING

CABINET

CATCH BASIN

CEMENT

BOARD

ALUMINUM

ARCHITECTURAL

ABOVE FINISHED FLOOR

ANCHOR BOLT

WEIGHT

WELDED WIRE FABRIC

TOILET SEAT COVER

TUBE STEEL

TELEVISION

TOP OF

TOP OF MASONRY

TOP OF STEEL

TOP OF FOOTING

TOILET TISSUE

URINAL

UNFINISHED

VESTIBULE

VINYL WALL COVERING

WATER CLOSET

TYPICAL

WOOD

THICK

SANITARY NAPKIN

SHOWER GRAB BAR

SECTION

SHOWER

SPACE

SHEATHING

STAINLESS STEEL

SLAB ON GRADE

STORAGE

SUSPENDED

SYMMETRICAL

TOWEL BAR

TELEPHONE

TOP AND BOTTOM

STANDARD

SANITARY NAPKIN

TREAD

STEEL

SHELF

F GYP

FF

FACE OF GYPSUM BOARD

FACE OF FRAMING

COMM COMMUNICATIONS

DISPENSERDISP

EW EYE WASH

WH WATER HEATER

OFCI OWNER FURNISHED/

CONTRACTOR INSTALLED

OFOI

OWNER INSTALLED

OWNER FURNISHED/

CPT CARPET

BLKG BLOCKING

REC RECESSED

PLN PLAN

SYS SYSTEM

CONN CONNECTION

PERP PERPENDICULAR

DIAGONALDIAG

ALT ALTERNATE

BTWN BETWEEN

RH ROBE HOOK

GFGI GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED

UNIT

CONTRL JOINT

COOLER

PANEL

DISPENSER

RECEPTACLE

DISPENSER

DISPENSER

MDF MEDIUM DENSITY FIBERBOARD

ABBREVIATIONS

UNO UNLESS NOTED OTHERWISE

SYMBOLS LEGEND

WINDOW TYPE

DOORS SYMBOL

REFERENCE GRID

N

S

EW

A

ROOM

A

A1

AB101

101A

LOUVER TYPE

WALL TYPES

INTERIOR ELEVATIONS

ROOM IDENTIFICAITON

±0'-0"

WORK POINT, CONTROL

POINT, OR DATUM

ELEVATION IDENTIFICATION

SHEET WHERE SHOWN

ROOM NAME

ROOM NUMBER

DOOR MARK

L1

VARIES

CEILING HEIGHT

603.4 COAT HOOKS AND SHELVES. COAT HOOKS SHALL BE LOCATED WITHIN

ONE OF THE REACH RANGES SPECIFIED IN 308. SHELVES SHALL BE LOCATED

40 INCHES (1015 MM) MINIMUM AND 48 INCHES (1220 MM) MAXIMUM ABOVE THE

FINISH FLOOR.

60 min m i n transfer side

12 min

24 min

36 min n

7-9

180-230 a x

604.3 CLEARANCE. CLEARANCES AROUND WATER CLOSETS AND IN TOILET

COMPARTMENTS SHALL COMPLY WITH 604.3.

604.2 LOCATION. THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR

PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER

CLOSET SHALL BE 16 INCHES (405 MM) MINIMUM TO 18 INCHES (455 MM)

MAXIMUM FROM THE SIDE WALL OR PARTITION, EXCEPT THAT THE WATER

CLOSET SHALL BE 17 INCHES (430 MM) MINIMUM AND 19 INCHES (485 MM)

MAXIMUM FROM THE SIDE WALL OR PARTITION IN THE AMBULATORY

ACCESSIBLE TOILET COMPARTMENT SPECIFIED IN 604.8.2. WATER CLOSETS

SHALL BE ARRANGED FOR A LEFT-HAND OR RIGHT-HAND APPROACH.

604.3.1 SIZE. CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES (1525

MM) MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56

INCHES (1420 MM) MINIMUM MEASURED PERPENDICULAR FROM THE REAR

WALL.

604.3.2 OVERLAP. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET

SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB

BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS,

SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AND CLEARANCES

REQUIRED AT OTHER FIXTURES, AND THE TURNING SPACE. NO OTHER

FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED WITHIN THE REQUIRED

WATER CLOSET CLEARANCE.

604.4 SEATS. THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOOR

SHALL BE 17 INCHES (430 MM) MINIMUM AND 19 INCHES (485 MM) MAXIMUM

MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO

RETURN TO A LIFTED POSITION.

604.5 GRAB BARS. GRAB BARS FOR WATER CLOSETS SHALL COMPLY WITH 609.

GRAB BARS SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER

CLOSET AND ON THE REAR WALL.

604.5.1 SIDE WALL. THE SIDE WALL GRAB BAR SHALL BE 42 INCHES (1065 MM)

LONG MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM THE REAR WALL

AND EXTENDING 54 INCHES (1370 MM) MINIMUM FROM THE REAR WALL.

604.5.2 REAR WALL. THE REAR WALL GRAB BAR SHALL BE 36 INCHES (915 MM)

LONG MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER CLOSET

12 INCHES (305 MM) MINIMUM ON ONE SIDE AND 24 INCHES (610 MM) MINIMUM

ON THE OTHER SIDE.

604.6 FLUSH CONTROLS. FLUSH CONTROLS SHALL BE HAND OPERATED OR

AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH 309.

FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER

CLOSET EXCEPT IN AMBULATORY ACCESSIBLE COMPARTMENTS COMPLYING

WITH 604.8.2.

604.7 DISPENSERS. TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND

SHALL BE 7 INCHES (180 MM) MINIMUM AND 9 INCHES (230 MM) MAXIMUM IN

FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE

DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15 INCHES (380 MM)

MINIMUM AND 48 INCHES (1220 MM) MAXIMUM ABOVE THE FINISH FLOOR AND

SHALL NOT BE LOCATED BEHIND GRAB BARS. DISPENSERS SHALL NOT BE OF A

TYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS

PAPER FLOW.

n x x x

>20-25 max

510-635

20 max

308.2.1 UNOBSTRUCTED. WHERE A FORWARD REACH IS UNOBSTRUCTED, THE

HIGH FORWARD REACH SHALL BE 48 INCHES (1220 MM) MAXIMUM AND THE LOW

FORWARD REACH SHALL BE 15 INCHES (380 MM) MINIMUM ABOVE THE FINISH

FLOOR OR GROUND.

n

24 min n

36 min

12 min

12 min

60 min base a r r m

308.2.2 OBSTRUCTED HIGH REACH. WHERE A HIGH FORWARD REACH IS OVER AN

OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE

ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER

THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48 INCHES (1220 MM)

MAXIMUM WHERE THE REACH DEPTH IS 20 INCHES (510 MM) MAXIMUM. WHERE

THE REACH DEPTH EXCEEDS 20 INCHES (510 MM), THE HIGH FORWARD REACH

SHALL BE 44 INCHES (1120 MM) MAXIMUM AND THE REACH DEPTH SHALL BE 25

INCHES (635 MM) MAXIMUM.

304.3.1 CIRCULAR SPACE. THE

TURNING SPACE SHALL BE A

SPACE OF 60 INCHES (1525 MM)

DIAMETER MINIMUM. THE SPACE

SHALL BE PERMITTED TO INCLUDE

KNEE AND TOE CLEARANCE

COMPLYING WITH 306.

304.3.2 T-SHAPED SPACE. THE TURNING

SPACE SHALL BE A T-SHAPED SPACE WITHIN

A 60 INCH (1525 MM) SQUARE MINIMUM WITH

ARMS AND BASE 36 INCHES (915 MM) WIDE

MINIMUM. EACH ARM OF THE T SHALL BE

CLEAR OF OBSTRUCTIONS 12 INCHES (305 MM)

MINIMUM IN EACH DIRECTION AND THE BASE

SHALL BE CLEAR OF OBSTRUCTIONS 24

INCHES (610 MM) MINIMUM. THE SPACE SHALL

BE PERMITTED TO INCLUDE KNEE AND TOE

CLEARANCE COMPLYING WITH 306 ONLY AT

THE END OF EITHER THE BASE OR ONE ARM.

n

602.1 GENERAL. DRINKING FOUNTAINS SHALL COMPLY WITH 307 AND 602.

602.2 CLEAR FLOOR SPACE. UNITS SHALL HAVE A CLEAR FLOOR OR GROUND

SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH AND

CENTERED ON THE UNIT. KNEE AND TOE CLEARANCE COMPLYING WITH 306

SHALL BE PROVIDED.

EXCEPTION: A PARALLEL APPROACH COMPLYING WITH 305 SHALL BE

PERMITTED AT UNITS FOR CHILDREN'S USE WHERE THE SPOUT IS 30 INCHES

(760 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND AND IS 3½ INCHES

(90 MM) MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS.

602.3 OPERABLE PARTS. OPERABLE PARTS SHALL COMPLY WITH 309.

602.4 SPOUT HEIGHT. SPOUT OUTLETS SHALL BE 36 INCHES (915 MM) MAXIMUM

ABOVE THE FINISH FLOOR OR GROUND.

602.5 SPOUT LOCATION. THE SPOUT SHALL BE LOCATED 15 INCHES (380 MM)

MINIMUM FROM THE VERTICAL SUPPORT AND 5 INCHES (125 MM) MAXIMUM

FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS.

11 min n

8 min

9 min

(A)

ELEVATION

(B)

PLAN

n

25 max

306.3.1 GENERAL. SPACE UNDER AN ELEMENT BETWEEN 9 INCHES (230 MM)

AND 27 INCHES (685 MM) ABOVE THE FINISH FLOOR OR GROUND SHALL BE

CONSIDERED KNEE CLEARANCE AND SHALL COMPLY WITH 306.3.

306.3.2 MAXIMUM DEPTH. KNEE CLEARANCE SHALL EXTEND 25 INCHES (635 MM)

MAXIMUM UNDER AN ELEMENT AT 9 INCHES (230 MM) ABOVE THE FINISH FLOOR

OR GROUND.

306.3.3 MINIMUM REQUIRED DEPTH. WHERE KNEE CLEARANCE IS REQUIRED

UNDER AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE KNEE

CLEARANCE SHALL BE 11 INCHES (280 MM) DEEP MINIMUM AT 9 INCHES (230

MM) ABOVE THE FINISH FLOOR OR GROUND, AND 8 INCHES (205 MM) DEEP

MINIMUM AT 27 INCHES (685 MM) ABOVE THE FINISH FLOOR OR GROUND.

306.3.4 CLEARANCE REDUCTION. BETWEEN 9 INCHES (230 MM) AND 27 INCHES

(685 MM) ABOVE THE FINISH FLOOR OR GROUND, THE KNEE CLEARANCE SHALL

BE PERMITTED TO REDUCE AT A RATE OF 1 INCH (25 MM) IN DEPTH FOR EACH 6

INCHES (150 MM) IN HEIGHT.

306.3.5 WIDTH. KNEE CLEARANCE SHALL BE 30 INCHES (760 MM) WIDE MINIMUM .

10 max x n

10 max x x x x

> 10-24 max

255-610

(A) (B)

308.3.1 UNOBSTRUCTED. WHERE A CLEAR FLOOR OR GROUND SPACE

ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS

UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48 INCHES (1220 MM)

MAXIMUM AND THE LOW SIDE REACH SHALL BE 15 INCHES (380 MM)

MINIMUM ABOVE THE FINISH FLOOR OR GROUND.

308.3.2 OBSTRUCTED HIGH REACH. WHERE A CLEAR FLOOR OR GROUND

SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE

REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL

BE 34 INCHES (865 MM) MAXIMUM AND THE DEPTH OF THE OBSTRUCTION SHALL

BE 24 INCHES (610 MM) MAXIMUM. THE HIGH SIDE REACH SHALL BE 48 INCHES

(1220 MM) MAXIMUM FOR A REACH DEPTH OF 10 INCHES (255 MM) MAXIMUM.

WHERE THE REACH DEPTH EXCEEDS 10 INCHES (255 MM), THE HIGH SIDE

REACH SHALL BE 46 INCHES (1170 MM) MAXIMUM FOR A REACH DEPTH OF

24 INCHES (610 MM) MAXIMUM.

17-25

430-635

6 max n

(A)

ELEVATION

(B)

PLAN

306.2.1 GENERAL. SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR OR

GROUND AND 9 INCHES (230 MM) ABOVE THE FINISH FLOOR OR GROUND SHALL

BE CONSIDERED TOE CLEARANCE AND SHALL COMPLY WITH 306.2.

306.2.2 MAXIMUM DEPTH. TOE CLEARANCE SHALL EXTEND 25 INCHES (635 MM)

MAXIMUM UNDER AN ELEMENT.

306.2.3 MINIMUM REQUIRED DEPTH. WHERE TOE CLEARANCE IS REQUIRED AT

AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE TOE CLEARANCE SHALL

EXTEND 17 INCHES (430 MM) MINIMUM UNDER THE ELEMENT.

306.2.4 ADDITIONAL CLEARANCE. SPACE EXTENDING GREATER THAN 6 INCHES

(150 MM) BEYOND THE AVAILABLE KNEE CLEARANCE AT 9 INCHES (230 MM)

ABOVE THE FINISH FLOOR OR GROUND SHALL NOT BE CONSIDERED TOE

CLEARANCE.

306.2.5 WIDTH. TOE CLEARANCE SHALL BE 30 INCHES (760 MM) WIDE MINIMUM.

606.3 HEIGHT. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT

OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES (865 MM)

MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.

606.4 FAUCETS. CONTROLS FOR FAUCETS SHALL COMPLY WITH 309.

HAND-OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS

MINIMUM.

606.5 EXPOSED PIPES AND SURFACES. WATER SUPPLY AND DRAIN PIPES

UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE

CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR

ABRASIVE SURFACES UNDER LAVATORIES AND SINKS.

606.2 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE COMPLYING WITH 305,

POSITIONED FOR A FORWARD APPROACH, AND KNEE AND TOE CLEARANCE

COMPLYING WITH 306 SHALL BE PROVIDED.

606.1 GENERAL. LAVATORIES AND SINKS SHALL COMPLY WITH 606.

606 LAVATORIES AND SINKS

603.3 MIRRORS. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS

SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE

40 INCHES (1015 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.

MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE

INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES

(890 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.

30 min

48 min n n

(A)

FORWARD

(B)

PARALLEL

305.3 SIZE. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES (760 MM)

MINIMUM BY 48 INCHES (1220 MM) MINIMUM.

305.5 POSITION. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND

SPACE SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH

TO AN ELEMENT.

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EXTERIOR

WALL TYPE

" GWB

2x6 WOOD

STUD W/

R-19 BATT

INSULATION

1" RIGID

INSULATION W/

'Z' CHANNEL

LIQUID APPLIED

AIR BARRIER

CEMENTITIOUS

BOARD AND

BATTEN SIDING

1 LAYER 15# FELT

" SHEATHING

EXTERIOR

SCALE: 3" = 1'-0"

WALL TYPE

" GWB

2x6 WOOD

STUD W/

R-19 BATT

INSULATION

1" RIGID

INSULATION W/

'Z' CHANNEL

LIQUID APPLIED

AIR BARRIER

ADHERED

MANUFACTURED

STONE VENEER

1 LAYER 15# FELT

" SHEATHING

METAL LATH

MORTAR

SETTING BED

INTERIOR

SCALE: 3" = 1'-0"

WALL TYPE

2x4 WOOD

STUD

" GWB

INTERIOR

SCALE: 3" = 1'-0"

WALL TYPE

INTERIOR - ACOUSTIC

SCALE: 3" = 1'-0" (STC 58)

WALL TYPE

INTERIOR

SCALE: 3" = 1'-0"

WALL TYPE

INTERIOR - PLUMBING

SCALE: 3" = 1'-0"

WALL TYPE

2x6 WOOD

STUD

" RESILIENT

CHANNEL @

24" OC

(2) LAYERS

" GWB

(2) LAYERS

" GWB

2x4 WOOD STUD

W/ ACOUSTIC

BATT INSULATION

" GWB

2x4 WOOD

STUD

" GWB

2x4 WOOD

STUD

" GWB

WALL TYPE NOTES:

1. PROVIDE 5/8" GLASS MAT BACKER

UNIT UNDER TILE.

2. PROVIDE MOISTURE RESISTANT

MEMBRANE UNDER BACKER UNIT

IN SHOWER AREAS.

" GWB

" GWB

NOTE:

1. FULL HEIGHT WALL TO UNDERSIDE OF

STRUCTURE ABOVE. CUT GWB TIGHT

TO PENETRATIONS AND PACK WITH

INSULATION.

PRIVATE OFFICE

SIDE OF WALL

INTERIOR

SCALE: 3" = 1'-0"

WALL TYPE

2x4 WOOD

STUD

" GWB

1/2" PLYWOOD

INTERIOR - ACOUSTIC

SCALE: 3" = 1'-0" (STC 58)

WALL TYPE

" RESILIENT

CHANNEL @

24" OC

(2) LAYERS

" GWB

(2) LAYERS

" GWB

2x4 WOOD STUD

W/ ACOUSTIC

BATT INSULATION

PRIVATE OFFICE

SIDE OF WALL

1/2" PLYWOOD

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D

C

GREEN FLEET

PARKING (NIC)

RELOCATED

STORAGE SHED

(NIC)

WAREHOUSE

ADMINISTRATION

BUILDING

KERNVILLE ROAD

S

I

E

R

W

Y

A

S I E

R R

A

D

R I V

E

V

A

L

L

V

I

V

E

VISITOR

PARKING

S

T

A

F

F

P

A

R

K

I

N

G number:

reference

Sheet

A

B

C

1 2 3 4

S

C R

I P

I V

E

S A

C R

A M

E N

T O of Engineers ®

SACRAMENTODISTRICT

A D

M I N

I S

T R

A T

I O

N

W

A R

E H

O U

I L D

I N

G S

O V

E R

A L L

K

M

S

T E

R

S

I T

E

P

L A

N

0 25' 50' 100'

A2

OVERALL KWC MASTER SITE PLAN

SCALE: 1" = 50'-0"

1. ENGINE 42 / 43 BUILDING

2. HAZMAT STORAGE BUILDING

3. RECREATION DIVISION BUILDING

4. TRAILS DIVISION BUILDING

5. CREW 40 BUILDING

6. DUPLEX: HELI-TACK BARRACKS (DEMOLISHED)

7. OLD SIGN SHOP / TIMBER CREW BUILDING

8. TREE COOLER

9. HAZMAT STORAGE

10. SINGLE FAMILY RESIDENCE

11. SINGLE FAMILY RESIDENCE

12. BARRACKS BUILDING

ON SITE BUILDINGS:

A. THE HUT SPORTS BAR AND GRILL

B. CHUCK RICHARDS SEQUOIA OUTDOOR CENTER

C. KERN VALLEY WIRELESS INC.

D. THE PIZZA BARN

OFF SITE BUSINESSES:

OVERFLOW

PARKING

IRON

FENCE

ADMINISTRATION

BUILDING

WAREHOUSE

VISITOR

PARKING

TRASH

ENCLOSURE

KERNVILLE ROAD

(N)

PAVING

(N) ROLLING

GATE

(N)

PAVING

(N) PAVING

CONCRETE

WALK

(N)

PAVING

PATIO WITH

TRELLIS

PATIO WITH

TRELLIS

EMPLOYEE

PARKING

CONCRETE

RAMP

CONCRETE

STAIRS

CONCRETE

STAIRS

CONCRETE

WALK

PLAZA

number:

reference

Sheet

A

B

C

1 2 3 4

S

C R

I P

I V

E

S A

C R

A M

E N

T O of Engineers ®

SACRAMENTODISTRICT

A D

M I N

I S

T R

A T

I O

N

W

A R

E H

O U

I L D

I N

G S

S I T

E

P

L A

N

B

A S

E

B

I D

0 10' 20' 40'

A1

SITE PLAN - BASE BID

SCALE: 1" = 20'-0"

KERNVILLE ROAD

OVERFLOW

PARKING

PATIO

ADDITIVE

BID ITEM #1

ADMINISTRATION

BUILDING

WAREHOUSE

VISITOR

PARKING

50 PARKING

SPACES

PATIO

PATIO

(N)

PAVING

STEPPED DG

PATH

PATIO

RETAINING

WALL

IRON

FENCE

CONCRETE PLINTH

WITH STONE VENEER

CONCRETE

RAMP

CONCRETE

STAIRS

CONCRETE

STAIRS

RETAINING STRUCTURE

FOR MECHANICAL UNIT PAD

CONCRETE

WALK

CONCRETE

WALK

IRON

FENCE

number:

reference

Sheet

A

B

C

1 2 3 4

S

C R

I P

I V

E

S A

C R

A M

E N

T O of Engineers ®

SACRAMENTODISTRICT

A D

M I N

I S

T R

A T

I O

N

W

A R

E H

O U

I L D

I N

G S

S I T

E

P

L A

N

B

A S

E

B

0 10' 20' 40'

A1

SITE PLAN - BASE BID + ADD ALT 1

SCALE: 1" = 20'-0"

2345678

C

E

F

H

G

B

D

G

H

117'-4"

19'-6"

28'-3" 5' 45'-1"

7'

11'

43' 14'-1" 8'-4" 21'-5"

6'-3"

7'-6"

3'

3'-3"

14'-7" 15'-11"

27'27'

A1

A-303

B1

A-302

A1

A-302

B1

A-301

A1

A-301

B1

A-202

A1

A-201

A1

A-202

B1

A-201

A2

A-401

A1

A-401

B2

A-401

B1

A-401

EVIDENCE

STORAGE

201 SF

DEPUTY

DISTRICT

RANGER

136 SF

ELEC

110 SF

TELECOM

101 SF

LAW

ENFORCEMENT

361 SF

MAP / COPY / SUPPLY

399 SF

BREAKROOM

295 SF

PUBLIC

AFFAIRS

356 SF

MAIL

92 SF

RECEPTION

182 SF

LOBBY

329 SF

M

239 SF

W

253 SF

JAN

33 SF

SMALL

CONF

166 SF

W

56 SF

M

56 SF

HALL

88 SF

FIRE MANAGEMENT

1,022 SF

DFMO

125 SF

FSR

12 SF

D W

R E

F

C O

U N

T E

R

D I S

P L

A Y

RETAIL

P L

O T

T E

R

HALL

347 SF

HALL

103 SF

119B

119A

111A

116A

111B

117A

121 120

119C

123A

116B

117B

STORAGE

123A

40 SF

5'-9" 4'-8" 4'-11" 4'-9"

3'-5" 6'-1" 4'-8" 4'-8" 6'

C

L

3'-4"

4'-6"

11'-8"

4'-8"

8'-6"

3'-9"

4'-8"

4'-8" 7'-9"13'-7"6'6'-2"

2'-6"

2'-2"

11'-8" 4'-3"

3'-7"

6"

4'-5

6'-7

4'-2"

9'

5'

11'-2"

10'-10"

26'13'

4'-2"

2'-10"

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

3'-8"

4'-11"

22 2

1 1

1 2

1 2

1 2

5/8" STUD

OFFSET

8 9 number:

reference

Sheet

A

B

C

1 2 3 4

S

C R

I P

I V

E

S A

C R

A M

E N

T O of Engineers ®

SACRAMENTODISTRICT

A D

M I N

I S

T R

A T

I O

N

B

U I L D

I N

G

F L O

A

N

B

A S

E

B

I D

0 4' 8' 16'

A2

FLOOR PLAN

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

AREA SCHEDULE

ROOM

NO.

ROOM NAME AREA

FIRE

MANAGEMENT

1,022 SF

102 DFMO

DEPUTY DISTRICT

RANGER

104 TELECOM

EVIDENCE

STORAGE

106 FSR

LAW

ENFORCEMENT

108 PUBLIC AFFAIRS

125 SF

136 SF

101 SF

201 SF

12 SF

361 SF

356 SF

MAP / COPY /

SUPPLY

110 ELECTRICAL

111 BREAKROOM

112 MAIL

113 HALL

114 HALL

115 JANITOR

399 SF

110 SF

295 SF

92 SF

347 SF

103 SF

33 SF

116 WOMEN'S

117 MEN'S

118 RECEPTION

119 LOBBY

120 MEN'S

121 WOMEN'S

122 HALL

253 SF

239 SF

182 SF

329 SF

56 SF

56 SF

88 SF

SMALL

CONFERENCE

166 SF

123A STORAGE 40 SF

WALL TYPE NOTE:

INTERIOR WALLS ARE WALL TYPE 3,

UNLESS NOTED OTHERWISE

23456789101112

C

E

F

H

G

B

D

G

H

206'-4"

RECREATION

/ LAND

USE /

ARCHAEOLOGY

781SF

EVIDENCE

STORAGE

201 SF

REC / LAND/

MIN

OFFICER

122 SF

DEPUTY

DISTRICT

RANGER

136 SF

ELEC

110 SF

TELECOM

101 SF

LAW

ENFORCEMENT

361 SF

MAP / COPY / SUPPLY

399 SF

BREAKROOM

295 SF

PUBLIC

AFFAIRS

356 SF

MAIL

92 SF

RECEPTION

182 SF

LOBBY

329 SF

M

239 SF

W

253 SF

JAN

33 SF

SMALL

CONF

127 SF

W

56 SF

M

56 SF

HALL

88 SF

PUBLIC

MEETING

792 SF

NAT.

RESOURCES

711 SF

FIRE MANAGEMENT

1,022 SF

ECOSYSTEM

734SF

ECO STAFF

OFFICER

126 SF

DISTRICT

RANGER

215 SF

DFMO

125 SF

ADMIN

SUPPORT

519 SF

ECOSYSTEM

/ PLANNING

STORAGE

122 SF

D W

R E

F

C O

U N

T E

R

D I S

P L

A Y

RETAIL

P L

O T

T E

R

HALL

392 SF

HALL

103 SF

27'

9'

76'-8" 5' 45'-1"

27'

11'

32'-7" 14'-9" 27'-5" 14'-1" 15'-11" 21'-5"

119B125A

127128

119A

111A

116A

111B

117A

121 120

119C

125C

125B

116B

117B

6'-3"

7'-6"

3'

14'-7"

3'-3"

6"

B1

A-305

A1

A-305

A1

A-304

A1

A-306

B1

A-302

A1

A-302

B1

A-301

A1

A-301

A1,B1

A-205

B1

A-204

A1

A-204

A1,B1

A-203

A2

A-401

B2

A-401

B3

A-401

A1

A-401

18'

27'-5" 14'-3" 15'-7" 8'-4"

7'

13' 26'40'-7"

16'-7"26'-6"

12'

3"

5'-9" 4'-8" 4'-11" 4'-9"

3'-5" 6'-1" 4'-8" 4'-8" 6'

3'-4"

4'-6"

11'-8"

4'-8"

8'-6"

4'-2"

4'-8"

4'-8" 7'-9"13'-7"6'6'-2"

FSR

12 SF

4'-2"7'-1" 4'-8" 12'-10" 4'-8" 8'-11"4'-8"15' 12'-1" 4'-8"

2'-1" 2'-6"

4'-8" 5'-2"

7'-9" 4'-8"

2'-10"

2'-4" 2'-4"

4'-8"8' 4'-8" 4'-8" 4'-8" 4'-2" 7'-2" 2'-11" 6'-2"

2'-6"

2'-2"

11'-8" 4'-3"

3'-7"

4'-6"

6'-7"

4'-2"

9'

5'

11'-2"

10'-10"

C

L

3'-8"

4'-11"9'9'-1"9'-4"

6'-5" 2'-2"

7'-11"

3'-11"

1'-7"

3'-6"

2'-4"

1'-1"

7'-3"

2'-8"

3'

19'

15'

9'

3'

3"

C

L

C

L

C

L

C

L

18'

6"

8'

4'-8"

4'-8"

9'-2"

9'-2"

2222222 22222222

2 2

3 3 3 3

2 2

1 1

1 2

1 2

1 2

5/8" STUD

OFFSET

8 9

N

S

EW

A1

A-703

B3

A-509 number:

reference

Sheet

A

B

C

1 2 3 4

S

C R

I P

I V

E

S A

C R

A M

E N

T O of Engineers ®

SACRAMENTODISTRICT

A D

M I N

I S

T R

A T

I O

N

B

U I L D

I N

G

F L O

A

N

B

A S

E

B

0 4' 8' 16'

A1

FLOOR PLAN

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

AREA SCHEDULE

ROOM

NO.

ROOM NAME AREA

FIRE

MANAGEMENT

1,022 SF

102 DFMO

DEPUTY DISTRICT

RANGER

104 TELECOM

EVIDENCE

STORAGE

106 FSR

LAW

ENFORCEMENT

125 SF

136 SF

101 SF

201 SF

12 SF

361 SF

108 PUBLIC AFFAIRS 356 SF

MAP / COPY /

SUPPLY

110 ELECTRICAL

111 BREAKROOM

112 MAIL

113 HALL

114 HALL

399 SF

110 SF

295 SF

92 SF

392 SF

103 SF

115 JANITOR 33 SF

116 WOMEN'S

117 MEN'S

118 RECEPTION

119 LOBBY

120 MEN'S

121 WOMEN'S

253 SF

239 SF

182 SF

329 SF

56 SF

56 SF

122 HALL 88 SF

SMALL

CONFERENCE

127 SF

DISTRICT

RANGER

215 SF

PUBLIC

MEETING

792 SF

ECOSYSTEM /

PLANNING STORAGE

122 SF

REC / LAND /

MIN OFFICER

122 SF

ECO STAFF

OFFICER

126 SF

NAT

RESOURCES

711 SF

ADMIN

SUPPORT

519 SF

RECREATION / LAND

USE / ARCHAEOLOGY

781 SF

132 ECOSYSTEM 734SF

ROOM

NO.

ROOM NAME AREA

ROOM

NO.

ROOM NAME AREA

ROOM

NO.

ROOM NAME AREA

ROOM

NO.

ROOM NAME AREA

WALL TYPE NOTE:

INTERIOR WALLS ARE WALL TYPE 3,

UNLESS NOTED OTHERWISE

G

H

A1

A-303

B1

A-302

PLATFORM

ACCESS

number:

reference

Sheet

A

B

C

1 2 3 4

S

C R

I P

I V

E

S A

C R

A M

E N

T O of Engineers ®

SACRAMENTODISTRICT

A D

M I N

I S

T R

A T

I O

N

B

U I L D

I N

G

P L A

T F

O R

M

P

L A

N S

0 4' 8' 16'

A3

PLATFORM PLAN - BASE BID

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

2345678

C

E

F

H

G

B

D

G

H

A1

A-303

B1

A-302

A1

A-302

B1

A-301

A1

A-301

A2

A-201

B1

A-201

A1

A-201

C2

A-201

+11'-6"

+9'-8"

+10'-0"

+9'-8"

+10'-0"

+9'-8"

+9'-8"

+9'-8"

+9'-8"

+11'-6"

+17'-8"

+9'-0"

+9'-0"

+9'-0"

EVIDENCE

STORAGE

DEPUTY

DISTRICT

RANGER

TELECOM

LAW

ENFORCEMENT

MAP / COPY /

SUPPLY

BREAKROOM

PUBLIC

AFFAIRS

RECEPTION

LOBBY

M

W

JAN

FIRE

MANAGEMENT

DFMO

FSR

HALL

HALL

(GYP)

(GYP)

(GYP)

(GYP)

(GYP)

(GYP)

SMALL

CONFERENCE

+9'-8"

+9'-8"

W

M

+9'-0"

(GYP)

+9'-0"

(GYP)

HALL

STORAGE

123A

(GYP)

+9'-8"

+9'-8"

A1

A-509

+9'-8"

MAIL

+10'-0"

ELEC

(GYP)

CEILING LEGEND

SLOPE ACOUSTIC TILE

CEILING APPLIED

DIRECTLY TO FRAMING

SLOPE WOOD PLANK

CEILING APPLIED

DIRECTLY TO FRAMING

WOOD PLANK CEILING

APPLIED DIRECTLY TO

FRAMING

2' x 2' ACOUSTIC TILE

CEILING

4' x 4' ACOUSTIC TILE

CEILING

LIGHT FIXTURE

number:

reference

Sheet

A

B

C

1 2 3 4

S

C R

I P

I V

E

S A

C R

A M

E N

T O of Engineers ®

SACRAMENTODISTRICT

A D

M I N

I S

T R

A T

I O

N

B

U I L D

I N

G

R E

F L E

C T

I L I N

G

P

L A

N

B A

D

0 4' 8' 16'

A1

REFLECTED CEILING PLAN

23456789101112

C

E

F

H

G

B

D

G

H

RECREATION

/ LAND

USE /

ARCHAEOLOGY

REC / LAND /

MIN OFFICER

SMALL

CONFERENCE

PUBLIC

MEETING

NAT.

RESOURCES

ECOSYSTEM

ECO STAFF

OFFICER

DISTRICT

RANGER

ADMIN

SUPPORT

ECOSYSTEM

/ PLANNING

STORAGE

+11'-6"

+10'-0"

+10'-0" +10'-0" +10'-0"

+9'-8"

+10'-0"

B1

A-305

A1

A-305

A1

A-304

A1

A-306

B1

A-302

A1

A-302

B1

A-301

A1

A-301

A2

A-202

B1

A-202

A1

A-202

C2

A-202

+11'-6"

+9'-8"

+10'-0"

+9'-8"

+10'-0"

+9'-8"

+9'-8"

+9'-8"

+10'-0"

+9'-8"

+9'-8"

+11'-6"

+17'-8"

+9'-0"

+9'-0"

EVIDENCE

STORAGE

DEPUTY

DISTRICT

RANGER

ELEC

TELECOM

LAW

ENFORCEMENT

MAP / COPY /

SUPPLY

BREAKROOM

PUBLIC

AFFAIRS

MAIL

RECEPTION

LOBBY

M

W

JAN

W

M

FIRE

MANAGEMENT

DFMO

FSR

HALL

HALL

+9'-0"

(GYP)

+9'-0"

(GYP)

(GYP)

(GYP)

(GYP)

(GYP)

(GYP)

(GYP)

(GYP)

+10'-0"

+11'-0"

+11'-0"

+11'-0"

+11'-0"

HALL

+11'-6" +11'-6"

+11'-6"

+11'-0" +11'-0"

+9'-8"

+9'-8"

A1

A-509

A1

A-509

GWB SOFFIT

GWB SOFFIT

+9'-8"

CEILING LEGEND

SLOPE ACOUSTIC TILE

CEILING APPLIED

DIRECTLY TO FRAMING

SLOPE WOOD PLANK

CEILING APPLIED

DIRECTLY TO FRAMING

WOOD PLANK CEILING

APPLIED DIRECTLY TO

FRAMING

2' x 2' ACOUSTIC

TILE CEILING

4' x 4' ACOUSTIC

TILE CEILING

LIGHT FIXTURE

number:

reference

Sheet

A

B

C

1 2 3 4

S

C R

I P

I V

E

S A

C R

A M

E N

T O of Engineers ®

SACRAMENTODISTRICT

A D

M I N

I S

T R

A T

I O

N

B

U I L D

I N

G

R E

F L E

C T

I L I N

G

P

L A

N

B A

A1

A1

A-303

B1

A-302

A1

A-302

B1

A-301

A1

A-301

A2

A-201

B1

A-201

A1

A-201

C2

A-201

A

2345678

C

E

F

H

G

B

D

G

H

SLOPE

4:12

SLOPE

4:12

SLOPE

3:12

SLOPE

4:12

SLOPE

3:12

SLOPE

3:12

SLOPE

6:12

SLOPE

6:12

STANDING

SEAM METAL

ROOFING, TYP

ROOF MOUNTED

PHOTOVOLTAIC

PANELS

B3

A-501

B3

A-501

B3

A-501

A1

A-501

A1

A-501

A1

A-501

A2

A-501

A2

A-501

A2

A-501

A2

A-501

B2

A-501

B2

A-501

B2

A-501

B2

A-501

A1

A-501

B3

A-501

B2

A-501 number:

reference

Sheet

A

B

C

1 2 3 4

S

C R

I P

I V

E

S A

C R

A M

E N

T O of Engineers ®

SACRAMENTODISTRICT

A D

M I N

I S

T R

A T

I O

N

B

U I L D

I N

G

R O

A

N

B

A S

E

B

I D

0 4' 8' 16'

A1

ROOF PLAN

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

Kernville Work Center

Gutter and downspout calculations

BASE BID

GUTTER: 7” DEEP X 5” WIDE RECTANGULAR STYLE 'F' GUTTER

(SMACNA FIGURE 1-2)

DOWNSPOUT: 4” PLAIN RECTANGULAR (12.00 SI WITH 10.31 SI INLET)

(SMACNA TABLE 1-3)

ROOF AREA 1

AREA: 1,396 SF

RAINFALL INTENSITY: 4.9 IN/HR (SMACNA TABLE 1-2)

M: 1.4 (SMACNA CHART 1-1)

IA: 6,840 (SMACNA CHART 1-1)

LENGTH OF GUTTER: 21'

MINIMUM GUTTER WIDTH: 4” (SMACNA CHART 1-1)

DOWNSPOUT: 1,396 SF/250 SF/SI = 5.58 SI < 10.31 SI

ROOF AREA 2

AREA: 1,664 SF

RAINFALL INTENSITY: 4.9 IN/HR (SMACNA TABLE 1-2)

M: 1.4 (SMACNA CHART 1-1)

IA: 8,154 (SMACNA CHART 1-1)

LENGTH OF GUTTER: 43'

MINIMUM GUTTER WIDTH: 4” (SMACNA CHART 1-1)

DOWNSPOUT: 1,664 SF/250 SF/IS = 6.66 SI < 10.31 SI

ROOF AREA 3

AREA: 2,094 SF

RAINFALL INTENSITY: 4.9 IN/HR (SMACNA TABLE 1-2)

M: 1.4 (SMACNA CHART 1-1)

IA: 10,260 (SMACNA CHART 1-1)

LENGTH OF GUTTER: 42'

MINIMUM GUTTER WIDTH: 5” (SMACNA CHART 1-1)

DOWNSPOUT: 2,094 SF/2 = 1,047/250 SF/SI = 4.19 SI < 10.31 SI

ROOF AREA 4

AREA: 2,050 SF

RAINFALL INTENSITY: 4.9 IN/HR (SMACNA TABLE 1-2)

M: 1.4 (SMACNA CHART 1-1)

IA: 10,045 (SMACNA CHART 1-1)

LENGTH OF GUTTER: 60'

MINIMUM GUTTER WIDTH: 5” (SMACNA CHART 1-1)

DOWNSPOUT: 2,050 SF/250 SF/SI = 8.20 SI < 10.31 SI

23456789101112

C

E

F

H

G

B

D

G

H

SLOPE

4:12

SLOPE

4:12

SLOPE

4:12

SLOPE

3:12

SLOPE

4:12

SLOPE

3:12

SLOPE

4:12

SLOPE

4:12

SLOPE

2:12

SLOPE

3:12

SLOPE

6:12

SLOPE

6:12

SLOPE

6:12

SLOPE

6:12

B1

A-305

A1

A-305

A1

A-304

A1

A-306

B1

A-302

A1

A-302

B1

A-301

A1

A-301

A2

A-202

B1

A-202

A1

A-202

C2

A-202

STANDING

SEAM METAL

ROOFING, TYP

ROOF MOUNTED

PHOTOVOLTAIC

PANELS

B3

A-501

B3

A-501

B3

A-501

B3

A-501

B3

A-501

B3

A-501

A1

A-501

A1

A-501

A1

A-501

A1

A-501

A1

A-501

A1

A-501

A2

A-501

A2

A-501

A2

A-501

A2

A-501

A2

A-501

A2

A-501

A2

A-501

A2

A-501

B2

A-501

B2

A-501

B2

A-501

B2

A-501

B2

A-501

B2

A-501 number:

reference

Sheet

A

B

C

1 2 3 4

S

C R

I P

I V

E

S A

C R

A M

E N

T O of Engineers ®

SACRAMENTODISTRICT

A D

M I N

I S

T R

A T

I O

N

B

U I L D

I N

G

R O

A

N

B

A S

E

B

A1

ROOF PLAN

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

ROOF AREA 3

AREA: 2,306 SF

RAINFALL INTENSITY: 4.9 IN/HR (SMACNA TABLE 1-2)

M: 1.4 (SMACNA CHART 1-1)

IA: 11,300 (SMACNA CHART 1-1)

LENGTH OF GUTTER: 27'

MINIMUM GUTTER WIDTH: 5” (SMACNA CHART 1-1)

DOWNSPOUT: 2,306 SF/2 = 1,153 SF/250 SF/SI = 4.61 SI < 10.31 SI

Kernville Work Center

Gutter and downspout calculations

BASE BID + ADD ALT #1

GUTTER: 7” DEEP X 5” WIDE RECTANGULAR STYLE 'F' GUTTER

(SMACNA FIGURE 1-2)

DOWNSPOUT: 4” PLAIN RECTANGULAR (12.00 SI WITH 10.31 SI INLET)

(SMACNA TABLE 1-3)

ROOF AREA 5

AREA: 2,474 SF

RAINFALL INTENSITY: 4.9 IN/HR (SMACNA TABLE 1-2)

M: 1.4 (SMACNA CHART 1-1)

IA: 12,123 (SMACNA CHART 1-1)

LENGTH OF GUTTER: 51'

MINIMUM GUTTER WIDTH: 5” (SMACNA CHART 1-1)

DOWNSPOUT: 2,474 SF/250 SF/SI = 9.90 SI < 10.31 SI

ROOF AREA 6

AREA: 2,390 SF

RAINFALL INTENSITY: 4.9 IN/HR (SMACNA TABLE 1-2)

M: 1.4 (SMACNA CHART 1-1)

IA: 11,711 (SMACNA CHART 1-1)

LENGTH OF GUTTER: 66'

MINIMUM GUTTER WIDTH: 5” (SMACNA CHART 1-1)

DOWNSPOUT: 2,390 SF/250 SF/SI = 9.56 SI < 10.31 SI

ROOF AREA 1

AREA: 1,396 SF

RAINFALL INTENSITY: 4.9 IN/HR (SMACNA TABLE 1-2)

M: 1.4 (SMACNA CHART 1-1)

IA: 6,840 (SMACNA CHART 1-1)

LENGTH OF GUTTER: 21'

MINIMUM GUTTER WIDTH: 4” (SMACNA CHART 1-1)

DOWNSPOUT: 1,396 SF/250 SF/SI = 5.58 SI < 10.31 SI

ROOF AREA 2

AREA: 1,664 SF

RAINFALL INTENSITY: 4.9 IN/HR (SMACNA TABLE 1-2)

M: 1.4 (SMACNA CHART 1-1)

IA: 8,154 (SMACNA CHART 1-1)

LENGTH OF GUTTER: 43'

MINIMUM GUTTER WIDTH: 4” (SMACNA CHART 1-1)

DOWNSPOUT: 1,664 SF/250 SF/IS = 6.66 SI < 10.31 SI

ROOF AREA 4

AREA: 2,304 SF

RAINFALL INTENSITY: 4.9 IN/HR (SMACNA TABLE 1-2)

M: 1.4 (SMACNA CHART 1-1)

IA: 11,290 (SMACNA CHART 1-1)

LENGTH OF GUTTER: 52'

MINIMUM GUTTER WIDTH: 5” (SMACNA CHART 1-1)

DOWNSPOUT: 2,304 SF/250 SF/SI = 9.22 SI < 10.31 SI

C

B

2-BAY

1,584SF

60'-0"

45'-0"

101B

101C

WORKOUT

469 SF

CACHE

398 SF

UNISEX

89 SF

101A

23'-6"

13'-5"

SHOWER

7'-6"

6'-6"14'-6"

27'-5"

UTILITY

SINK

36'-6"

ICE

A1

A-220

A2

A-320

B3

A-220

B1

A-220

A3

A-220

6'-6"

2'-6"

6'-6"

12'-6"

20'

12'-6"

1'

C

L

C

L

LOCKERS

EYEWASH /

SHOWER

ENGINE 1

ENGINE 2

MIRRORED

WALL

11 2 2 2

2 2 2

B1

A-320

A1

A-320

SHELF UNIT

FOR

CUSTODIAL

SUPPLIES

PPE LOCKERS,

OFOI

PPE LOCKERS,

OFOI

WIRE

PARTITION

LOCKABLE

WIRE GATE

AIR

COMPRESSOR,

OFOI

STAIR

MASTER

TREADMILL

CYCLE

1 2 3 4 5 6

7 8 9 10 11 12

TV

2'-6"

5'-9" 6' 6' 5'-9" 8' 8' 6'-6"

8' 8' 6'-6"

3'-3"

10'-2"

2'-10"

1'-6" 5'

3' 2'-6"

2'

8'

5'-6"

7'-5"

14'-9"

17'-7"

N

S

EW

B1

A-721

N

E

B1

A-720

N

S

EW

A1

A-721

N

S

EW

C1

A-721

S

W

A1

A-720

N

S

EW

A3

A-721

1'-6"

B

9'

13'-5"

4'-10"

M1

MECH

PLATFORM

M1

99 SF

number:

reference

Sheet

A

B

C

1 2 3 4

S

C R

I P

I V

E

S A

C R

A M

E N

T O of Engineers ®

SACRAMENTODISTRICT

W A

R E

H O

U S

E

B

U I L D

I N

G

F L O

A

N

0 2' 4' 8'

A1

FLOOR PLAN

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

0 2' 4' 8'

C3

PLATFORM PLAN

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

AREA SCHEDULE

ROOM

NO.

ROOM NAME AREA

101 2-BAY

1,609 SF

102 CACHE

103 WORKOUT

104 UNISEX

M1

MECH

PLATFORM

381 SF

469 SF

89 SF

100 SF

NOTE:

SEE STRUCTURAL AND PRE-ENGINEERED

METAL BUILDING DRAWINGS FOR ADDITIONAL

DETAIL.

C

B

2-BAY

OPEN TO ABOVE

WORKOUT

+12'-0"

(GWB)

CACHE

+12'-0"

(GWB)

UNISEX

+9'-0"

(GWB)

A1

A-220

A2

A-320

B3

A-220

B1

A-220

A3

A-220

B1

A-320

A1

A-320

+8'-0"

(GWB)

+8'-0"

(GWB)

14" SOLATUBE

SKYLIGHTS

SLOPING GWB CEILING

SLOPING GWB CEILING

number:

reference

Sheet

A

B

C

1 2 3 4

S

C R

I P

I V

E

S A

C R

A M

E N

T O of Engineers ®

SACRAMENTODISTRICT

W A

R E

H O

U S

E

B

U I L D

I N

G

R E

F L E

C T

I L I N

G

P

L A

N

0 2' 4' 8'

A1

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

DS

3'-6"

TYP, UON

2'

TYP, UON

DS DS

DS

DS

DS

14" SOLATUBE

SKYLIGHTS

SLOPE

6:12

SLOPE

6:12

SLOPE

6:12

SLOPE

6:12

2'

TYP, UON

2'

TYP, UON

RIDGE

STANDING

SEAM METAL

ROOFING, TYP

A

C

B

A1

A-220

A2

A-320

B3

A-220

B1

A-220

A3

A-220

B1

A-320

A1

A-320 number:

reference

Sheet

A

B

C

1 2 3 4

S

C R

I P

I V

E

S A

C R

A M

E N

T O of Engineers ®

SACRAMENTODISTRICT

W A

R E

H O

U S

E

B

U I L D

I N

G

R O

A

N

0 2' 4' 8'

A1

ROOF PLAN

A-303

B1

A-302

A1

A-302

B1

A-301

A1

A-301

12345678

PHOTOVOLTAIC

PANELS

STANDING SEAM

METAL ROOF

ADHERED STONE

VENEER

CEMENTITIOUS BOARD

AND BATTEN SIDING

POST AND KICKER

SUPPORT, SEE B2/A-508

L1

A1

A-306

ACEFH G D B

STANDING SEAM

METAL ROOF

CEMENTITIOUS BOARD

AND BATTEN SIDING

ADHERED STONE

VENEER

L2

SEE A3/A-501 FOR

TYPICAL RAFTER

TAIL PROFILE

SEE A1/A-508 FOR

TYPICAL WOOD

SUPPORT BRACKET

EXTERIOR FINISH SCHEDULE

BOARD AND

BATTEN SIDING

STONE VENEER

METAL DOORS

AND FRAMES

WINDOW TRIM

METAL ROOFING

GUTTERS

DOWNSPOUTS

FASCIA BOARD

METAL SIDING

(WAREHOUSE)

SURFACE MATERIAL

(BASIS OF DESIGN)

MANUFACTURER

COLOR REMARKS

STOREFRONT

FRAMES

ADMINISTRATION

WINDOW FRAMES

ROLL UP DOORS

(WAREHOUSE)

HARDIPANEL SIDING W/

2" BATTEN AT 14" O.C.

JAMES HARDIE SIDING WOODSTOCK BROWN JH 40 - 30

MOUNTAIN LEDGE ELDORADO STONE SIERRA

DRY-STACK

GROUT TECHNIQUE

POWDER COATED TO

MATCH TRIM COLOR

ALUM. CLAD WOOD

CASEMENT E SERIES

ANDERSON TBD

FROM

(50+) OPTIONS

HARDIPLANK TRIM JAMES HARDIE TIMBER BARK JH 40 - 30

AEP SPAN "COOL ZINC GRAY"

AEP SPAN "COOL ZINC GRAY"

AEP SPAN "COOL ZINC GRAY"

HARDIPLANK TRIM JAMES HARDIE TIMBER BARK JH 40 - 30

AEP SPAN "COOL PARCHMENT"

MATCH "COOL ZINC

GRAY"

ALUMINUM OLDCASTLE

WAREHOUSE

WINDOW FRAMES

ALUMINUM SLIDING KAWNEER TBD

PRE-FINISHED STEEL

PRE-FINISHED STEEL

PRE-FINISHED STEEL

PRE-FINISHED STEEL

PAINT TO MATCH SIDING

AND/ OR TRIM COLOR

OVERHEAD DOOR

number:

reference

Sheet

A

B

C

1 2 3 4

S

C R

I P

I V

E

S A

C R

A M

E N

T O of Engineers ®

SACRAMENTODISTRICT

A D

M I N

I S

T R

A T

I O

N

B

U I L D

I N

G

E X

T E

R I O

R

E

L E

V A

T I O

A

D

A1

EAST ELEVATION

SCALE: 3/16" = 1'-0"

B1

SOUTH ELEVATION

SCALE: 3/16" = 1'-0"

A-301

B1

A-301

A1

A-302

B1

A-302

A1

A-303

+10'-0"

F.F

+0'-0"

STANDING SEAM

METAL ROOFING

PAINTED

CEMENTITIOUS

BOARD AND

BATTEN SIDING

STONE

VENEER

1 2 3 4 5 6 7 8

L3

SEE A1/A-508 FOR

TYPICAL WOOD

SUPPORT BRACKET

SEE A3/A-501 FOR

TYPICAL RAFTER

TAIL PROFILE

A1

A-306

A C E F HGDB

STONE

VENEER

PAINTED CEMENTITIOUS

BOARD AND BATTEN SIDING

STANDING SEAM

METAL ROOFING

L2

SEE A1/A-508 FOR

TYPICAL WOOD

SUPPORT BRACKET

SEE A3/A-501 FOR

TYPICAL RAFTER

TAIL PROFILE

number:

reference

Sheet

A

B

C

1 2 3 4

S

C R

I P

I V

E

S A

C R

A M

E N

T O of Engineers ®

SACRAMENTODISTRICT

A D

M I N

I S

T R

A T

I O

N

B

U I L D

I N

G

E X

T E

R I O

R

E

L E

V A

T I O

A

D

A1

WEST ELEVATION

SCALE: 3/16" = 1'-0"

B1

NORTH ELEVATION

SCALE: 3/16" = 1'-0"

NOTE:

SEE SHEET A-201 FOR

FINISH SCHEDULE.

1234567

A-304

B1

A-302

A1

A-302

B1

A-301

A1

A-301

STANDING SEAM

METL ROOFING

PAINTED CEMENTITIOUS

BOARD AND BATTEN SIDING

ADHERED STONE VENEER

L1

POST AND KICKER

SUPPORT, SEE B2/A-508

789101112

B1

A-305

A1

A-305

A1

A-304

PHOTOVOLTAIC

PANELS

STANDING SEAM

METL ROOFING

PAINTED CEMENTITIOUS

BOARD AND BATTEN SIDING

ADHERED STONE VENEER

L1

POST AND KICKER

SUPPORT, SEE B2/A-508

ADHERED STONE

VENEER ON

CONCRETE PLINTH

number:

reference

Sheet

A

B

C

1 2 3 4

S

C R

I P

I V

E

S A

C R

A M

E N

T O of Engineers ®

SACRAMENTODISTRICT

A D

M I N

I S

T R

A T

I O

N

B

U I L D

I N

G

E X

T E

R I O

R

E

L E

V A

T I O

A

SOUTH ELEVATION

SCALE: 3/16" = 1'-0"

B1

SOUTH ELEVATION

SCALE: 3/16" = 1'-0"

M A

T C

H

L

I N

E

A

M A

T C

H

L

I N

E

B

NOTE:

WEST

A C E F HGDB

A1

A-306

PAINTED CEMENTITIOUS

BOARD AND BATTEN

SIDING

ADHERED STONE

VENEER

STANDING SEAM

METAL ROOFING

L1

SEE A3/A-501 FOR

TYPICAL RAFTER

TAIL PROFILE

ACEFH G D B

A1

A-306

PAINTED CEMENTITIOUS

BOARD AND BATTEN

SIDING

ADHERED STONE

VENEER

STANDING SEAM

METAL ROOFING

SEE A3/A-501 FOR

TYPICAL RAFTER

TAIL PROFILE

SEE A1/A-508 FOR

TYPICAL WOOD

SUPPORT BRACKET

L2 number:

reference

Sheet

A

B

C

1 2 3 4

S

C R

I P

I V

E

S A

C R

A M

E N

T O of Engineers ®

SACRAMENTODISTRICT

A D

M I N

I S

T R

A T

I O

N

B

U I L D

I N

G

E X

T E

R I O

R

E

L E

V A

T I O

A

WEST ELEVATION

SCALE: 3/16" = 1'-0"

B1

EAST ELEVATION

SCALE: 3/16" = 1'-0"

NOTE:

1 2 3 4 5 6 7

A-301

B1

A-301

A1

A-302

B1

A-302

STANDING SEAM

METAL ROOFING

PAINTED CEMENTITIOUS

BOARD AND BATTEN

SIDING

SEE A1/A-508 FOR

TYPICAL WOOD

SUPPORT BRACKET

L3

SEE A3/A-501 FOR

TYPICAL RAFTER

TAIL PROFILE

ADHERED

STONE

VENEER

POST AND KICKER

SUPPORT, SEE B2/A-508

7 8 9 10 11 12

A1

A-304

A1

A-305

B1

A-305

+10'-0"

F.F

+0'-0"

STANDING SEAM

METAL ROOFING

PAINTED CEMENTITIOUS

BOARD AND BATTEN

SIDING

ADHERED

STONE

VENEER

L1

SEE A3/A-501 FOR

TYPICAL RAFTER

TAIL PROFILE

POST AND KICKER

SUPPORT, SEE B2/A-508

number:

reference

Sheet

A

B

C

1 2 3 4

S

C R

I P

I V

E

S A

C R

A M

E N

T O of Engineers ®

SACRAMENTODISTRICT

A D

M I N

I S

T R

A T

I O

N

B

U I L D

I N

G

E X

T E

R I O

R

E

L E

V A

T I O

A

B1

NORTH ELEVATION

SCALE: 3/16" = 1'-0"

A1

NORTH ELEVATION

SCALE: 3/16" = 1'-0"

M A

T C

H

L

I N

E

B

M A

T C

H

L

I N

E

A

NOTE:

14'x12' OVERHEAD

DOORS

AC B

B1

A-320

METAL SIDING IN

BOARD / BATTEN

PROFILE

+9'-0"

+12'-0"

F.F.

+0'-0"

A CB

B1

A-320

METAL SIDING IN

BOARD/BA…