d_CE0965_BJ000567_HVACRpr_EBSr1.pdf

PDF 37 MB Posted Aug 16, 2025

Attached to: Repair HVAC System & Controls, Building J00567 on McChord Field, Joint Base Lewis-McChord (JBLM), WA. Chord (JBLM), WA.
Solicitation number: W912DW25BA012
Issued by: Department of the Army Corps of Engineers Engineering District Seattle

About this file

Written by GovTribe AI · Aug 16, 2025

This document is a comprehensive set of architectural, structural, mechanical, electrical, and fire protection design drawings for the repair of HVAC systems and controls in Building J00567 at Joint Base Lewis-McChord (JBLM), Washington. The project involves a complete renovation of the building's heating, ventilation, and air conditioning infrastructure, including demolition of existing systems, installation of new HVAC units, ductwork modifications, and implementation of a Building Automation System (BAS) with BACnet-compatible controllers.

Key technical scope includes replacing HVAC equipment on all three floors, creating new mechanical chases, installing new ductwork and diffusers, implementing 1-hour rated shaftwall systems, and integrating new electrical and fire protection components. The design is based on multiple UFC (Unified Facilities Criteria) and NFPA standards, with a focus on energy efficiency, system reliability, and compliance with Department of Defense building requirements. The project is scheduled for completion by July 2024, with a contract number of W912D-W-21-D1006 and solicitation number W912D-W-23-F2037, executed by the US Army Corps of Engineers Seattle District.

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RAYMOND

SOLUTIONS

US Army Corps of Engineers ®

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US Army Corps of Engineers ®

ISSUE DATE:

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G re e n S tr e e t

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1035 Green Street Suite A Conyers, GA 30094

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CONTRACT #: W912D-W-21-D1006

SOLICITATION #: W912D-W-23-F2037

PROJECT #: DEJ 18-6078J

REPAIR HVAC SYSTEMS AND CONTROLS,

BUILDING J00567

567 OUTER DRIVE

JOINT BASE LEWIS-MCCHORD, WA 98438

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SEATTLE DISTRICT

1 JULY 2024

FINAL (100%) DESIGN

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NFPA 90A Standard for the Installation of Air-Conditioning and Ventilating Systems, 2024 Edition

IPC 2021 International Plumbing Code

IMC 2021 International Mechanical Code

Technical Criteria for the Installation Information Infrastructure Architecture (13A), February 2010

UFC 3-580-01 Telecommunications Interior Infrasructure Planning and Design

UFC 3-310-04 Seismic Design for Buildings

UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings; Change 2, 01 July 2022

UFC 1-200-02 High Performance and Sustainable Building Requirements, with Change 2, September 01, 2022

UFC 1-200-01 Unified Facilities Criteria, “DoD Building Code (General Building Requirements)”; Change 3, 26...

UFC 3-410-01 Unified Facilities Criteria: Design: Heating, Ventilating and Air Conditioning (HVAC) (July 2013,...

ASHRAE Std 100-2019 Energy Efficiency in Existing Buildings

ASHRAE Std 62.1-2022 Ventilation for Acceptable Indoor Air Quality

ASHRAE Std 90.1-2019 Energy Standard for Buildings Except Low-Rise Residential Buildings

APPLICABLE LOCAL CODES AND FEDERAL AND STATE LAWS

IEEE C2-2023 NATIONAL ELECTRIC SAFETY CODE

ASHRAE STANDARD 90.1-2019 -ENERGY STANDARDS FOR SITES AND BUILDINGS EXCEPT

LOW-RISE RESIDENTIAL BUILDINGS

NFPA 70-2023 NATIONAL ELECTRICAL CODE

The New Scope of Work conforms to the Requirements of The Building Rehabilitation Chapter of NFPA 101 for Design and Construction Projects In Existing Buildings.

The building meets the Existing Facilities minimum requirements per UFC 3-600-01 Section 34-1.1.

ABA Architectural Barriers Act Accessibility Standard for DoD Facilities, October 2008

NFPA 241 Standard for Safeguarding Construction, Alteration, and Demolition Operations, 2022 Edition

NFPA 101 Life Safety Code, 2021

NFPA 1 Fire Code, 2021

NRCA National Roofing Contractors Association

IEBC 2021 International Existing Building Code 2021

IBC 2024 International Building Code 2024

UFC 3-600-01 Fire Protection Engineering For Facilities, With Change 6

UFC 3-190-06 Protective Coatings and Paint 03-01-2021

UFC 3-120-10 Interior Design, with Change 2, June 15, 2021

UFC 3-110-03 Roofing, with Change 5, June 06, 2020

UFC 3-101-01 Architecture, 12-16-2020 W/ Change 4, 01-08-2024

UFC 1-300-02 United Facilities Guide Specification (UFGS) Format Standard, With Change 3

UFC 1-200-02 High Performance and Sustainable Building Requirements, with Change 2, September 01, 2022

UFC 1-200-01 DoD Building Code (General Building Requirements) W/ Change 3,26, February 2024

Design Manual US Army Corps of Engineers (USACE) Seattle District Design Manual

Design Guide Joint Base Lewis-McChord Design Standards

UNIFIED FACILIITES CRITERIA (UFC), DEPARTMENT OF DEFENSE

LIST OF APPLICABLE CODES

PROJECT LOCATION

THE DESIGN INTENT OF ARCHITECTURE AND INTERIOR DESIGN WORK IS TO SUPPORT HVAC REPLACEMENT.

THIS INCLUDES DEMOLITION AND NEW CONSTRUCTION TO ACCOMMODATE NEW HVAC UNITS, DUCTWORK, DIFFUSERS, AND ASSOCIATED DAMPERS, SWITCHES, THERMOSTATS, ETC. CEILINGS AND CEILING GRIDS ARE TO BE REMOVED AND REPLACED IN KIND AT SIMILAR HEIGHTS IN ROOMS THROUGHOUT THE FACILITY.IN ADDITION, NEW CHASE SHAFTS CONSTRUCTED OF GYPSUM BOARD ON METAL STUDS TO

ALLOW NEW DUCTWORK TO EXTEND THROUGH FLOORS. HORIZONTAL CHASE SHAFTS OF SIMILAR

CONSTRUCTION WILL EXTEND THROUGH THE ATTIC TO ACCOMMODATE NEW DUCTWORK.

VICINITY MAP SITE MAP PROJECT SUMMARY

APPLICABLE CODES

SHEET NAMING CONVENTION

X - 0 0 1 A

2 DIGIT SEQUENTIAL # (01-99)

(FIRST DIGIT INDICATES PLAN

TYPE. SECOND DIGIT INDICATES

FLOOR)

1 DIGIT SHEET TYPE DESIGNATOR

0 - GENERAL

1 - PLANS

2 - ELEVATIONS

3 - SECTIONS

4 - ENLARGED PLANS

5 - DETAILS

6 - VARIES

7 - VARIES

8 - SPECIFICATIONS

9 - 3D VIEWS

2 DIGIT DISCIPLINE

DESIGNATOR

(IF ONLY ONE LETTER IS

USED, THE SECOND

LETTER IS REPLACED

WITH A DASH "-" AS A

PLACEHOLDER)**

1 DIGIT AREA

DESIGNATOR

(AREA DESIGNATOR ONLY

USED WHEN PLANS ARE

SUBDIVIDED INTO AREAS.)

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GENERAL

SHEET

NUMBER

SHEET NAME

G-001 COVER SHEET

G-002 SHEET INDEX

G-004 BUILDING CODE SUMMARY

G-101 LEVEL 1 - LIFE SAFETY PLAN

G-102 LEVEL 2 - LIFE SAFETY PLAN

G-103 LEVEL 3 - LIFE SAFETY PLAN

SHEET TOTAL: 6

ARCHITECTURAL

A-001 GENERAL NOTES, ABBREVIATIONS & SYMBOLS

A-004 MANEUVERING CLEARANCES

A-005 PARTITION TYPES & DETAILS

AD101 LEVEL 1 - DEMOLITION PLAN

AD102 LEVEL 2 - DEMOLITION PLAN

AD103 LEVEL 3 - DEMOLITION PLAN

AD131 LEVEL 1 - DEMOLITION REFLECTED CEILING

PLAN

AD132 LEVEL 2 - DEMOLITION REFLECTED CEILING

PLAN

AD133 LEVEL 3 - DEMOLITION REFLECTED CEILING

PLAN

A-101 LEVEL 1 - FLOOR PLAN

A-102 LEVEL 2 - FLOOR PLAN

A-103 LEVEL 3 - FLOOR PLAN

A-131 LEVEL 1 - REFLECTED CEILING PLAN

A-132 LEVEL 2 - REFLECTED CEILING PLAN

A-133 LEVEL 3 - REFLECTED CEILING PLAN

A-151 ROOF PLAN

A-531 DETAILS

A-601 DOOR SCHEDULE & DETAILS

SHEET TOTAL: 18

CIVIL

C-001 GENERAL NOTES, LEGEND, AND

ABBREVIATIONS

C-002 HAUL ROUTE AND STAGING PLAN

C-003 CODE COMPLIANCE SITE PLAN

CS101 SITE, EROSION, AND SEDIMENT CONTROL PLAN

C-501 DETAILS

C-502 DETAILS

SHEET TOTAL: 6

MECHANICAL

M-001 MECHANICAL GENERAL NOTES AND DESIGN

CRITERIA

M-002 MECHANICAL ABBREVIATIONS AND LEGENDS

MD101 MECHANICAL DEMOLITION PLAN LEVEL 1

MD102 MECHANICAL DEMOLITION PLAN LEVEL 2

MD103 MECHANICAL DEMOLITION PLAN LEVEL 3

MD104 MECHANICAL DEMOLITION PLAN LEVEL ROOF

MH101 MECHANICAL HVAC PLAN LEVEL 1

MH102 MECHANICAL HVAC PLAN LEVEL 2

MH103 MECHANICAL HVAC PLAN LEVEL 3

MH104 MECHANICAL HVAC PLAN ATTIC

MH105 MECHANICAL ROOF PLAN

M-301 MECHANICAL SECTIONS

M-302 MECHANICAL SECTIONS

MH401 MECHANICAL ROOM ENLARGED PLANS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-603 MECHANICAL SCHEDULES

M-604 MECHANICAL SCHEDULES

M-700 MECHANICAL CONTROLS- BAS LADDER

M-701 MECHANICAL CONTROLS

M-702 MECHANICAL CONTROLS

M-703 MECHANICAL CONTROLS

M-704 MECHANICAL CONTROLS

M-705 MECHANICAL CONTROLS

M-706 MECHANICAL CONTROLS

M-707 MECHANICAL CONTROLS

M-708 MECHANICAL CONTROLS

M-901 MECHANICAL ISOMETRICS

SHEET TOTAL: 31

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES &

ABBREVIATIONS

E-002 ELECTRICAL LEGEND

ED101 ELECTRICAL LEVEL 1 PLAN - DEMOLITION

ED102 ELECTRICAL LEVEL 2 PLAN - DEMOLITION

ED103 ELECTRICAL LEVEL 3 PLAN - DEMOLITION

ED104 ELECTRICAL ROOF PLAN - DEMOLITION

ED601 ELECTRICAL RISER DIAGRAM - DEMOLITION

E-111 ELECTRICAL LEVEL 1 PLAN - POWER

E-112 ELECTRICAL LEVEL 2 PLAN - POWER

E-113 ELECTRICAL LEVEL 3 PLAN - POWER

E-114 ELECTRICAL ROOF PLAN - POWER

E-401 ELECTRICAL ENLARGED PLANS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-601 ELECTRICAL FEEDER SCHEDULES

E-602 ELECTRICAL RISER DIAGRAM - NEW WORK

E-603 ELECTRICAL GROUNDING RISER DIAGRAM

E-611 ELECTRICAL EQUIPMENT CONNECTION

SCHEDULE

E-612 ELECTRICAL EQUIPMENT CONNECTION

SCHEDULE

E-621 ELECTRICAL PANELBOARD SCHEDULES

E-622 ELECTRICAL PANELBOARD SCHEDULES

E-623 ELECTRICAL PANELBOARD SCHEDULES

E-624 ELECTRICAL PANELBOARD SCHEDULES

SHEET TOTAL: 23

FIRE PROTECTION

FA001 FIRE ALARM GENERAL NOTES & LEGEND

FA101 FIRE ALARM LEVEL 1 PLAN

FA103 FIRE ALARM LEVEL 3 PLAN

FX001 FIRE SUPPRESSION GENERAL NOTES & LEGEND

FX101 FIRE SUPPRESSION LEVEL 1 PLAN

SHEET TOTAL: 5

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-002 SPECIAL INSPECTIONS

S-003 SPECIAL INSPECTIONS

S-101 FIRST FLOOR PLAN

S-102 SECOND FLOOR PLAN

S-103 THIRD FLOOR PLAN

S-501 STRUCTURAL DETAILS

S-502 STRUCTURAL DETAILS

S-503 STRUCTURAL DETAILS

S-504 STRUCTURAL DETAILS

SHEET TOTAL: 10

TELECOMMUNICATIONS

T-001 TELECOMMUNICATIONS GENERAL NOTES,

ABBREVIATIONS & LEGEND

TS101 TELECOMMUNICATIONS SITE PLAN

T-101 TELECOMMUNICATIONS LEVEL 1 PLAN

T-102 TELECOMMUNICATIONS LEVEL 2 PLAN

T-103 TELECOMMUNICATIONS LEVEL 3 PLAN

T-401 TELECOMMUNICATIONS ENLARGED PLANS

T-501 TELECOMMUNICATIONS DETAILS

T-601 TELECOMMUNICATIONS RISER DIAGRAM

SHEET TOTAL: 8

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NONBEARING WALLS

AND PARTITIONS -

EXTERIOR (TABLE 602)

0 0

INTERIOR 0 0

EXTERIOR 0 0

BEARING WALLS 0 0

PRIMARY STRUCTURAL

FRAME

0 0

FIRE RESISTANCE - -

TYPE OF CONSTRUCTION IIB

IBC GOVERNS

(UFC 3-600-01; 6-1)

IIB

TYPES OF CONSTRUCTION: IBC, CHAPTER 6

REQUIRED SEPARATION

OF OCCUPANCY

1 HOUR AT DORMS 1 HOUR AT DORMS

ACCESSORY

OCCUPANCIES

STORAGE STORAGE-EXISITNG

ALLOWABLE AREA TOTAL X 43,800 SF

ALLOWABLE AREA

PER STORY

RESIDENTIAL (R-2) =

48,000 SF

+/- 14,600 SF,

EXISTING

ALLOWABLE HEIGHT -

FEET

75'-0" +/- 33' - 9", EXISTING

ALLOWABLE HEIGHT -

STORIES

RESIDENTIAL (R-2) = 5

IBC GOVERNS

(UFC 3-600-01; 5-2)

3 STORIES

GENERAL BUILDING HEIGHTS & AREAS: IBC, CHAPTER 5

REHABILITATION -

LSC CH. 43

NFPA 101 GOVERNS

(UFC 3-600-01; 34-1.1)

- RENOVATION

ALTERATION LEVEL- EIBC LEVEL 1 ALTERATION -

LEVEL 1

ALTERATION

OCCUPANCY

CLASSIFICATION -

IBC 302

RESIDENTIAL (R-2)

(IBC 310)

RESIDENTIAL RESIDENTIAL

OCCUPANCIES

USE AND OCCUPANCY CLASSIFICATION: IBC, CHAPTER 3

2021 BUILDING CODE

(IBC)

2021 NFPA 101

(LSC)

CODE REFERENCE REQUIREMENT

PROVIDED

(WORKSCOPE)

SUMMARY OF CODE REQUIREMENTS

** ACTUAL OCCUPANT LOAD PER CLIENT

* NOTES OCCUPANT LOAD MAY BE HIGHER THAN AREA DIVIDED BY OLF DUE TO

ROUNDING AT EACH ROOM

NR = NOT REQUIRED

R = REQUIRED

N/A = NOT APPLICABLE / NO RESTRICTION

LSC - 6.2.2.4 N/A X EXISTING - NO CHANGE

ADDITIONAL REQUIREMENTS - - -

INTERIOR FLOORS

CLASS I OR CLASS II IN EXIT

ENCLOSURES

EXISTING - NO CHANGE

ELSEWHERE = CLASS A, B,

OR C

(38.3.3.2.2)

EXISTING - NO CHANGE

INTERIOR WALLS AND CEILINGS

CLASS A OR B (38.3.3.2.1) IN

EXITS AND IN EXIST

ACCESS...

EXISTING - NO CHANGE

INTERIOR FINISHES

NFPA 101 GOVERNS

(UFC 3-600-01; 7-1)

COMMON PATH OF EGRESS TRAVEL

RESIDENTIAL ≤ 20 FT

(12.2.5.2)

EXISTING - NO CHANGE

DEAD ENDS

NFPA 101 GOVERNS

(UFC 3-600-01; 7-1)

ASSEMBLY ≤ 20 FT (12.2.5.3) EXISTING - NO CHANGE

CORRIDOR RATING NFPA 101 GOVERNS 1 HR EXISTING - NO CHANGE

EXIT ACCESS TRAVEL DISTANCE

NFPA 101 GOVERNS

(UFC 3-600-01; 7-1)

RESIDENTIAL ≤ 300FT

(38.2.6.3)

117'-10" ACTUAL

NUMBER OF EXITS NFPA 101 GOVERNS 2 REQUIRED (28.2.4.1) 4 PROVIDED

LEVEL 3 .3 X 284 = 86" MIN REQ EXISTING - NO CHANGE

LEVEL 2 .3 X 284 = 86" MIN REQ EXISTING - NO CHANGE

LEVEL 1 .3 X 246 = 24" MIN REQ EXISTING - NO CHANGE

CAPACITY FACTOR

-STAIRWAYS

.3 (TABLE 7.3.3.1) EXISTING - NO CHANGE

LEVEL 3 .2 X 284 = 57" MIN REQ EXISTING - NO CHANGE

LEVEL 2 .2 X 284 = 57" MIN REQ EXISTING - NO CHANGE

LEVEL 1 .2 X 246= 50" MIN REQ EXISTING - NO CHANGE

CAPACITY FACTOR - LEVEL .2 (TABLE 7.3.3.1)

EGRESS WIDTH - -

TOTAL 242 OCC

KITCHEN 2 OCC

STORAGE: 3,462SF/500SF = 7

OCC

5 OCC

RESIDENTIAL DORMITORIES:

96,830SF/200SF = 485 OCC

115 OCC

BUSINESS USE: 1,740SF/150SF

= 12 OCC

TOTAL OCCUPANT LOAD:

LESS CONCENTRATED

ASSEMBLY: 4,948SF/15SF =

330 OCC

108 OCC

TOTAL OCCUPIED

AREA: X

SEE LIFE SAFETY PLANS FOR ADDITIONAL

INFORMATION

29,360 SF

MAXIMUM FLOOR AREA

ALLOWANCE PER

OCCUPANT

(TABLE 7.3.1.2)

RESIDENTIAL

DORMITORIES =

200 SF/P

RESIDENTIAL

DORMITORIES = 200

SF/P

OCCUPANT LOAD*

NFPA 101 GOVERNS

(UFC 3-600-01; 7-1)

EXISTING - NO CHANGE EXISTING - NO CHANGE

MEANS OF EGRESS: NFPA 101, CHAPTER 7

MASS NOTIFICATION SYSTEM

(UFC 4-010-01; 3-22)

UFC 3-600-01

GOVERNS

UFC 3-600-01

GOVERNS

NOT REQUIRED, NOT

PROVIDED

FIRE ALARM & DETECTION

(UFC 3-600-01; 9-18)

NFPA 101 GOVERNS

(UFC 3-600-01; 9-18)

NFPA 101 GOVERNS

(UFC 3-600-01; 9-18)

REQUIRED, PROVIDED

PORTABLE FIRE

EXTINGUISHERS

(UFC 3-600-01; 9-17)

NFPA 101 GOVERNS

(UFC 3-600-01; 9-17)

NFPA 101 GOVERNS

(UFC 3-600-01; 9-17)

REQUIRED, PROVIDED

STAND PIPE SYSTEM

(UFC 3-600-01; 9-10)

NOT REQUIRED

NOT PROVIDED

AUTOMATIC SPRINKLER

SYSTEM

(UFC 3-600-01; 9-7.2) UFC 3-600-01

GOVERNS

UFC 3-600-01

GOVERNS

REQUIRED, PROVIDED

FIRE PROTECTION SYSTEMS: UFC 3-600-01

ELEVATOR SHAFT 1HR N/A

STAIR ENCLOSURE 1HR EXTERIOR STAIRS

ROOF CONSTRUCTION AND

ASSOCIATED SECONDARY

MEMBERS

0 0

FLOOR CONSTRUCTION AND

ASSOCIATED SECONDARY

MEMBERS

0 0

NONBEARING WALLS AND

PARITIONS - INTERIOR

IBC GOVERNS

(UFC 3-600-01; 6-1)

TOTAL PROVIDED 6

SERVICE SINKS TOTAL REQUIRED X

TOTAL PROVIDED EXISTING - NO CHANGE

TOTAL

TOTAL REQUIRED 3

RESIDENTIAL 1 PER 100 2

BUSINESS 1 PER 100 1

DRINKING FOUNTAINS

TOTAL PROVIDED 99

TOTAL

TOTAL REQURIED 13

RESIDENTIAL 1 PER 10 12

1 PER 80 FOR THE

REMAINDER EXCEEDING 80

N/A

BUSINESS

1 PER 40 FOR

THE FIRST 80

LAVATORIES

TOTAL PROVIDED 52

TOTAL

TOTAL REQUIRED 13

RESIDENTIAL 1 PER 10 12

1 PER 50 FOR THE

REMAINDER

EXCEEDING 50

N/A

BUSINESS

1 PER 25 FOR

THE FIRST 50

WATER CLOSET

UFC 3-420-01

GOVERNS

PLUMBING SYSTEMS: IPC, CHAPTER 4

1-HR. RATED WALLS

EXISTING PATH

TRAVEL DISTANCE

FEC

EXISTING FIRE EXTINGUISHER IN CABINET.

EXIT SIGN WITH DIRECTION ARROWS-

SEE ELECT. DWGS.

COMMON PATH END

COMMON PATH OF EGRESS

TRAVEL IDENTIFIER

CP:__

DE:__ DEAD END EGRESS TRAVEL IDENTIFIER

DISTANCE TO DEAD END (IN FEET)

1. DEVICES HAVE BEEN SHOWN; BUT THE CONTRACTOR

SHALL ENSURE THE INSTALLATION OF ALL LIFE SAFETY

DEVICES INDICATED ON THE ENGINEERING DRAWINGS.

2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ANY

EXISTING FIRE RATED WALLS. ANY WORK DONE AROUND

EXISTING FIRE RATED WALLS SHALL BE DONE WITH CARE

SO AS NOT TO COMPROMISE THE RATING'S INTEGRITY. ANY

DAMAGE SHALL BE REPAIRED IMMEDIATELY.

3. THESE DRAWINGS SHALL BE INDICATED AS “FOR

REFERENCE ONLY.”

4. CONTRACTORS SHALL FOLLOW EM-385-1-1 AND NFPA 241,

ALONG WITH THE INSTALLATION’S FIRE REGULATIONS.

5. FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE

BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL

REQUIRED TO HAVE PROTECTED OPENINGS OR

PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY

IDENTIFIED WITH SIGNS OR STENCILING. SUCH

IDENTIFICATION SHALL:

A. BE LOCATED WITHIN 15 FEET OF THE END OF EACH

WALL AND AT INTERVALS NOT EXCEEDING 30 FEET

MEASURED HORIZONTALLY ALONG WITH WALL OR

PARTITION.

B. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN

HEIGHT WITH A MINIMUM 3/8-INCH STROKE IN A

CONTRASTING COLOR INCORPORATING THE

SUGGESTED WORDING, “FIRE AND/OR SMOKE

BARRIER – PROTECT ALL OPENINGS,” OR OTHER

WORDING

6. LOCATE AND COORDINATE RE-USE OF EXISTING FIRE

EXTINGUISHERS. FULLY CHARGE EXISTING UNIT AND PROVIDE

NEW INSPECTIONS.

MUSIC

LAUNDRY

TELECOM

MECH

ELEC

SUITE

STORAGE B

SUITE

LOUNGE

HALL

KIT

JAN

HALL 2

KIT

HALL

JAN

HALL 2

OCCUPANCY USE LEGEND

ASSEMBLY

BUSINESS

KITCHEN

MECH/STORAGE

RESIDENTIAL

RR RR

PATH A PATH B

38" 190/60

60" 300/2

INVERTER

126A

F E

FECFEC

FEC

F E

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US Army Corps of Engineers ®

SHEET ID

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G re e n S tr e e t

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SCALE: 1/8" = 1'-0"A1

LEVEL 1 - LIFE SAFETY PLAN

EGRESS PATH - LEVEL 1

EGRESS

PATH TRAVEL DISTANCE Mark

PATH A 30' - 6" LEVEL 1

PATH B 30' - 6" LEVEL 1

OCCUPANCY - LEVEL 1

OCCUPANCY TYPE AREA

AREA UNIT

TYPE

AREA PER

OCCUPANT

LOAD Level

ASSEMBLY 929 SF 15 SF 62 LEVEL 1

BUSINESS 779 SF 150 SF 5 LEVEL 1

KITCHEN 151 SF 100 SF 2 LEVEL 1

MECH/STORAGE 1055 SF 500 SF 2 LEVEL 1

RESIDENTIAL 7283 SF 200 SF 36 LEVEL 1

10198 SF 107

1-HR. RATED WALLS

EXISTING PATH

TRAVEL DISTANCE

FEC

EXISTING FIRE EXTINGUISHER IN CABINET.

EXIT SIGN WITH DIRECTION ARROWS-

SEE ELECT. DWGS.

COMMON PATH END

COMMON PATH OF EGRESS

TRAVEL IDENTIFIER

CP:__

DE:__ DEAD END EGRESS TRAVEL IDENTIFIER

DISTANCE TO DEAD END (IN FEET)

1. DEVICES HAVE BEEN SHOWN; BUT THE CONTRACTOR

SHALL ENSURE THE INSTALLATION OF ALL LIFE SAFETY

DEVICES INDICATED ON THE ENGINEERING DRAWINGS.

2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ANY

EXISTING FIRE RATED WALLS. ANY WORK DONE AROUND

EXISTING FIRE RATED WALLS SHALL BE DONE WITH CARE

SO AS NOT TO COMPROMISE THE RATING'S INTEGRITY. ANY

DAMAGE SHALL BE REPAIRED IMMEDIATELY.

3. THESE DRAWINGS SHALL BE INDICATED AS “FOR

REFERENCE ONLY.”

4. CONTRACTORS SHALL FOLLOW EM-385-1-1 AND NFPA 241,

ALONG WITH THE INSTALLATION’S FIRE REGULATIONS.

5. FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE

BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL

REQUIRED TO HAVE PROTECTED OPENINGS OR

PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY

IDENTIFIED WITH SIGNS OR STENCILING. SUCH

IDENTIFICATION SHALL:

A. BE LOCATED WITHIN 15 FEET OF THE END OF EACH

WALL AND AT INTERVALS NOT EXCEEDING 30 FEET

MEASURED HORIZONTALLY ALONG WITH WALL OR

PARTITION.

B. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN

HEIGHT WITH A MINIMUM 3/8-INCH STROKE IN A

CONTRASTING COLOR INCORPORATING THE

SUGGESTED WORDING, “FIRE AND/OR SMOKE

BARRIER – PROTECT ALL OPENINGS,” OR OTHER

WORDING

6. LOCATE AND COORDINATE RE-USE OF EXISTING FIRE

EXTINGUISHERS. FULLY CHARGE EXISTING UNIT AND PROVIDE

NEW INSPECTIONS.

SUITE

STORAGE C

MEZZ

SUITE

LIBRARY

LAUNDRY

SUITE

MEZZ

HALL 1

JAN

OPEN TO BELOW OPEN TO BELOW

OCCUPANCY USE LEGEND

ASSEMBLY

BUSINESS

MECH/STORAGE

RESIDENTIAL

P A

T H

P A

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PATH E PATH F

P A

T H

P A

T H

F E

FECFEC

FEC

F E

C F

E C

F E

R A

Y M

O N

D S

O L

U T

US Army Corps of Engineers ®

SHEET ID

U S

A R

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K E

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SHEET LEGEND

SHEET NOTES

G re e n S tr e e t

S u it e A

C o n y e rs

D E

N P

K G

R a y m o n d

P O

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SCALE: 1/8" = 1'-0"A1

LEVEL 2 - LIFE SAFETY PLAN

OCCUPANCY - LEVEL 2

OCCUPANCY TYPE AREA

AREA UNIT

TYPE

AREA PER

OCCUPANT

LOAD Level

ASSEMBLY 683 SF 15 SF 46 LEVEL 2

BUSINESS 606 SF 150 SF 4 LEVEL 2

MECH/STORAGE 561 SF 500 SF 1 LEVEL 2

RESIDENTIAL 7714 SF 200 SF 39 LEVEL 2

9564 SF 89

EGRESS PATH - LEVEL 2

EGRESS

PATH TRAVEL DISTANCE Mark

PATH C 117' - 2" LEVEL 2

PATH D 113' - 0" LEVEL 2

PATH E 117' - 10" LEVEL 2

PATH F 117' - 10" LEVEL 2

PATH G 113' - 0" LEVEL 2

PATH H 117' - 2" LEVEL 2

1-HR. RATED WALLS

EXISTING PATH

TRAVEL DISTANCE

FEC

EXISTING FIRE EXTINGUISHER IN CABINET.

EXIT SIGN WITH DIRECTION ARROWS-

SEE ELECT. DWGS.

COMMON PATH END

COMMON PATH OF EGRESS

TRAVEL IDENTIFIER

CP:__

DE:__ DEAD END EGRESS TRAVEL IDENTIFIER

DISTANCE TO DEAD END (IN FEET)

1. DEVICES HAVE BEEN SHOWN; BUT THE CONTRACTOR

SHALL ENSURE THE INSTALLATION OF ALL LIFE SAFETY

DEVICES INDICATED ON THE ENGINEERING DRAWINGS.

2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ANY

EXISTING FIRE RATED WALLS. ANY WORK DONE AROUND

EXISTING FIRE RATED WALLS SHALL BE DONE WITH CARE

SO AS NOT TO COMPROMISE THE RATING'S INTEGRITY. ANY

DAMAGE SHALL BE REPAIRED IMMEDIATELY.

3. THESE DRAWINGS SHALL BE INDICATED AS “FOR

REFERENCE ONLY.”

4. CONTRACTORS SHALL FOLLOW EM-385-1-1 AND NFPA 241,

ALONG WITH THE INSTALLATION’S FIRE REGULATIONS.

5. FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE

BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL

REQUIRED TO HAVE PROTECTED OPENINGS OR

PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY

IDENTIFIED WITH SIGNS OR STENCILING. SUCH

IDENTIFICATION SHALL:

A. BE LOCATED WITHIN 15 FEET OF THE END OF EACH

WALL AND AT INTERVALS NOT EXCEEDING 30 FEET

MEASURED HORIZONTALLY ALONG WITH WALL OR

PARTITION.

B. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN

HEIGHT WITH A MINIMUM 3/8-INCH STROKE IN A

CONTRASTING COLOR INCORPORATING THE

SUGGESTED WORDING, “FIRE AND/OR SMOKE

BARRIER – PROTECT ALL OPENINGS,” OR OTHER

WORDING

6. LOCATE AND COORDINATE RE-USE OF EXISTING FIRE

EXTINGUISHERS. FULLY CHARGE EXISTING UNIT AND PROVIDE

NEW INSPECTIONS.

SUITE

MECH

SUITE

LAUNDRY

MECH

SUITE

STOR.

JAN

SUITE

OPEN TO BELOW OPEN TO BELOW

OCCUPANCY USE LEGEND

BUSINESS

MECH/STORAGE

RESIDENTIAL

P A

T H

P A

T H

PATH M PATH N

P A

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P A

T H

MECH.

F E

FECFEC

FEC

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US Army Corps of Engineers ®

SHEET ID

U S

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SHEET NOTES

G re e n S tr e e t

S u it e A

C o n y e rs

D E

N P

K G

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P O

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U T

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C H

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G J

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BLDG 567

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SCALE: 1/8" = 1'-0"A1

LEVEL 3 - LIFE SAFETY PLAN

OCCUPANCY - LEVEL 3

OCCUPANCY TYPE AREA

AREA UNIT

TYPE

AREA PER

OCCUPANT

LOAD Level

0 SF 0 LEVEL 3

BUSINESS 491 SF 150 SF 3 LEVEL 3

MECH/STORAGE 828 SF 500 SF 2 LEVEL 3

RESIDENTIAL 7773 SF 200 SF 39 LEVEL 3

9091 SF 44

EGRESS PATH - LEVEL 3

EGRESS

PATH TRAVEL DISTANCE Mark

PATH J 117' - 2" LEVEL 3

PATH K 113' - 0" LEVEL 3

PATH M 117' - 10" LEVEL 3

PATH N 117' - 10" LEVEL 3

PATH P 113' - 0" LEVEL 3

PATH Q 117' - 2" LEVEL 3

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

1 3 5 7 9

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SHEET ID

BLDG 567

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: 1

N S

CIVIL GENERAL NOTES:

1. THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY, STATE,

AND FEDERAL REGULATIONS APPLICABLE TO CONSTRUCTION OF

THIS SITE AND JBLM REQUIREMENTS.

2. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE

IN STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND

CONSTRUCTION STANDARDS ADOPTED BY THE U.S. ARMY CORPS OF

ENGINEERS (USACE). WHERE CONFLICTS OR OMISSIONS EXIST, THE

USACE STANDARDS SHALL DICTATE. SUBSTITUTIONS AND

DEVIATION FROM PLANS AND SPECIFICATIONS SHALL BE PERMITTED

ONLY WHEN WRITTEN APPROVAL HAS BEEN ISSUED BY THE

CONTRACTING OFFICER (KO).

3. ALL DIMENSIONS ARE TAKEN FROM/TO FENCE LINES, CENTERLINE

OF UTILITY, CENTER OF MANHOLE OR CATCH BASIN, CENTERLINE OF

ROAD, FACE OF BUILDING, FACE OF CURB, FACE OF WALL, OR

CENTERLINE OF STRIPING UNLESS OTHERWISE NOTED.

4. EXISTING CONDITIONS SHOWN IS BASED ON GIS INFORMATION

PROVIDED BY THE BASE. ALL SITE INFORMATION INCLUDING

UTILITIES AND STRUCTURES IS APPROXIMATE AND MUST BE FIELD

VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION OR

ORDERING MATERIALS.

5. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES SHALL

BE PROVIDED, INSTALLED, AND MAINTAINED AS REQUIRED BY LOCAL,

STATE, AND FEDERAL REQUIREMENTS.

6. CONTRACTOR MUST MOVE ALL CONSTRUCTION DEBRIS OFF THE

BASE PROPERTY AND DISPOSE DEBRIS AT A LEGAL, PERMITTED

LANDFILL CONSISTENT WITH ALL LOCAL, STATE, AND FEDERAL

REQUIREMENTS.

7. NO BURNING IS ALLOWED ON BASE PROPERTY.

8. ALL NEW SIDEWALKS SHALL BE CONSTRUCTED FLUSH WITH

EXISTING, WITH NO PONDING OF STORMWATER, UNLESS NOTED

OTHERWISE.

9. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE

POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AND TO DRAINAGE

STRUCTURES OR DITCHES. NATURAL FLOW OF SURROUNDING

WATERS SHALL NOT BE DISTURBED DURING CONSTRUCTION,

UNLESS SHOWN OTHERWISE.

10. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS,

COORDINATES, AND DIMENSIONAL INFORMATION PRIOR TO

CONSTRUCTION. THE CONTRACTOR SHALL BRING ALL

DISCREPANCIES TO THE ATTENTION OF THE KO PRIOR TO STARTING

CONSTRUCTION.

11. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN

ACCORDANCE WITH THE PROJECT DOCUMENTS AND "MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), LATEST EDITION.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING

INSTALLATION OF ALL NEW UTILITIES WITH THOSE THAT ARE

EXISTING. IF EXISTING UTILITIES ARE IN CONFLICT WITH NEW

UTILITIES, THE SITE CONTRACTOR SHALL NOTIFY THE KO BEFORE

PROCEEDING WITH CONSTRUCTION.

13. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE STOCKPILED IN

AN APPROVED AREA DURING CONSTRUCTION. EXCESS OR

UNUSABLE TOPSOIL SHALL BE DISPOSED OF OFF-SITE IN A MANNER

THAT IS LEGAL AND CONSISTENT WITH ALL LOCAL, STATE, AND

FEDERAL REQUIREMENTS. ANY SOIL REMOVED FROM THE BASE AND

RELOCATED OR REUSED IS REQUIRED TO BE TESTED.

14. THE INFORMATION SHOWN ON THE PLANS IS BASED ON GIS

PROVIDED BY THE BASE. THE ENGINEER ASSUMES NO

RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF ANY

DEMOLITION AND CONSTRUCTION ACTIVITIES, IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO NOTIFY AND ARRANGE THE

PROPOSED WORK AND UTILITY RELOCATIONS WITH THE

CONTRACTING OFFICER (KO) AND UTILITY PROVIDERS. THE

CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING

UNDERGROUND UTILITIES, WHETHER SHOWN ON THE PLAN OR

LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH

INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE

BROUGHT TO THE ATTENTION OF THE KO. ANY FEES ASSOCIATED

WITH UTILITY RELOCATIONS SHALL BE BORNE BY THE CONTRACTOR

IN ACCORDANCE WITH RESPECTIVE UTILITY COMPANY STANDARDS.

THE CONTRACTOR SHALL COORDINATE DISCONNECTION OF

EXISTING UTILITIES WITH THE KO AND APPROPRIATE UTILITY

PROVIDER.

15. UTILITIES INDICATED SHALL BE CONSTRUCTED IN ACCORDANCE

WITH THE APPLICABLE PROVISIONS OF THE SPECIFICATIONS.

GRADING SHALL BE AS INDICATED, AND SHALL PRODUCE A FINISHED

SURFACE WITH NO PONDING OF WATER, READY TO RECEIVE

PLANTING MATERIALS OR GRASSING.

16. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE

THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN HAND BEFORE

BEGINNING ANY CONSTRUCTION. NO CONSTRUCTION OR

FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR

HAS RECEIVED ALL PERMITS AND ANY OTHER REQUIRED APPROVALS

FROM ALL OF THE PERMITTING AND REGULATORY AUTHORITIES.

ANY PENALTIES, STOP WORK ORDERS OR ADDITIONAL WORK

RESULTING FROM THE CONTRACTOR BEING IN VIOLATION OF THE

ABOVE REQUIREMENTS, SHALL BE FULLY BORNE BY THE

CONTRACTOR.

17. ALL CONTRACTORS/SUBCONTRACTORS THAT WILL BE ENGAGED IN

LAND DISTURBING ACTIVITIES SHALL COMPLY WITH ALL EROSION,

SEDIMENTATION AND POLLUTION CONTROL REQUIREMENTS

CONTAINED THROUGHOUT THE DRAWINGS, SPECIFICATIONS, AND

PERMITS.

18. AREAS DISTURBED BY THE CONTRACTOR, WHICH ARE NOT PART OF

THIS PROJECT, SHALL BE RETURNED TO ORIGINAL OR BETTER

CONDITION PRIOR TO THE COMPLETION OF THE PROJECT AS

DETERMINED BY THE KO.

19. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR

PROCEDURES IN PERFORMING THE WORK IS SOLELY THE

RESPONSIBILITY OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE

FOR COMPLYING WITH ALL HEALTH AND SAFETY PRECAUTIONS AS

REQUIRED BY THE APPLICABLE REGULATORY AGENCY.

20. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING

AND TEMPORARY SUPPORTS, ETC. ARE THE SOLE RESPONSIBILITY

OF THE CONTRACTOR.

21. PROTECT ALL EXISTING FEATURES AND EXISTING LANDSCAPING

THAT WILL REMAIN. ANY ITEM DAMAGED DURING THE

PERFORMANCE OF THE WORK WILL BE RESTORED TO ORIGINAL

CONDITION, OR REPLACED WITH NEW AT THE CONTRACTOR'S

EXPENSE. CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID

OVERLOADING PAVEMENTS WHICH WILL REMAIN.

22. EACH SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION

PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE

PROPER INTERPRETATION.

23. SHEET KEYNOTES ON THE PLANS ARE SPECIFIC TO THAT SHEET

ONLY. MISSING SEQUENTIAL NUMBERS DO NOT APPLY TO THAT

SHEET.

CIVIL DEMOLITION NOTES:

1. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS ENTIRETY.

RESTORE GRADES AND SURFACE IMPROVEMENTS TO MATCH

EXISTING CONDITIONS OR THE REQUIREMENTS OF NEW WORK,

WHICHEVER IS APPLICABLE.

2. EROSION AND SEDIMENTATION CONTROL MEASURES AND

TEMPORARY CONSTRUCTION FENCING SHALL BE IN PLACE PRIOR TO

COMMENCEMENT OF DEMOLITION WORK.

3. CONTRACTOR SHALL ESTABLISH SURVEY CONTROL NETWORK

OUTSIDE LIMITS OF DEMOLITION PRIOR TO COMMENCEMENT OF

WORK. THIS WORK MUST BE PERFORMED BY LICENSED &

REGISTERED WASHINGTON STATE LAND SURVEYOR.

4. ALL DEMOLITION WORK SHALL BE COORDINATED WITH

CONTRACTOR'S SCHEDULE, LOGISTICS PLAN (APPROVED BY KO),

EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN PRIOR

TO WORK.

CIVIL SITE NOTES:

1. CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL

NECESSARY BARRICADES AROUND THE WORK AND PROVIDE

PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION.

2. ALL BUILDING DIMENSIONS SHALL BE VERIFIED AND COORDINATED

WITH THE ARCHITECTURAL PLANS.

3. ALL SIGNAGE SHALL CONFORM TO THE MOST RECENT WSDOT AND

MUTCD STANDARDS AND SPECIFICATIONS.

CIVIL GRADING AND DRAINAGE NOTES:

1. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES TO

PREVENT SATURATION OF EXPOSED SOILS IN CASE OF SUDDEN

RAINS UNTIL FINISHED GRADING IS ACHIEVED. CONTRACTOR SHALL

LOCATE ALL EXISTING UTILITIES PRIOR TO ANY EXCAVATION.

ENSURE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AND TO

DRAINAGE STRUCTURES OR DITCHES. NATURAL FLOW TO

SURROUNDING WATERS SHALL NOT BE DISTURBED DURING

CONSTRUCTION, UNLESS SHOWN OTHERWISE.

2. CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND

SEDIMENT CONTROL MEASURES PRIOR TO ANY SITE CLEARING OR

EXCAVATION. CONTRACTOR SHALL INSPECT ALL SEDIMENT AND

EROSION CONTROL MEASURES DAILY AND DURING PROLONGED

PERIODS OF CONTINUOUS RAINFALL EVENTS TO ENSURE THAT ALL

CONTROLS ARE FUNCTIONING PROPERLY. DAMAGED CONTROLS

SHALL BE REPLACED BY THE END OF THE WORKDAY.

3. ALL BACKFILL AND FILL MATERIAL SHALL BE FREE OF ORGANIC

MATTER AND WASTE.

4. THE CONTRACTOR SHALL REMOVE ALL SEDIMENT CONTROL

FENCING FROM THE SITE PRIOR TO FINAL PROJECT ACCEPTANCE,

SMOOTH THE GROUND SURFACE WHERE THE FENCE WAS REMOVED,

AND THEN MULCH OR SEED & STRAW (SEASON APPROPRIATE

GRASS) THE RESTORED SURFACE AS SUNLIGHT CONDITIONS

WARRANT.

5. CONTRACTOR SHALL MARK, PRESERVE AND PROTECT ALL SURVEY

BENCHMARKS. IF BENCHMARK MUST BE DEMOLISHED FOR

CONSTRUCTION, CONTRACTOR SHALL RELOCATE BENCHMARK AND

PROVIDE NEW DATA ON AS-BUlLTS.

6. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER.

CIVIL ABBREVIATIONS:

@ AT

& AND

Ø DIAMETER

APPR APPROVED

APPROX APPROXIMATELY

AW AMERICAN WATER

BLDG BUILDING

BM BENCHMARK

BOT BOTTOM

CENTERLINE

CF CUBIC FEET

CM COMMERCIAL VEHICLE

CONC CONCRETE

CV CONTRACTOR VEHICLE

CVIPs COMMERCIAL VEHICLE INSPECTION

POINT

DI DROP INLET

DIA DIAMETER

DB DUCTBANK

DIP DUCTILE IRON PIPE

DS DOWNSPOUT

E EASTING

EG EXISTING GRADE

ELEV ELEVATION

EP EDGE OF PAVEMENT

ESMT EASEMENT

EX EXISTING

FFE FINISHED FLOOR ELEVATION

FG FINISHED GRADE

FH FIRE HYDRANT

FT FEET

GAB GRADED AGGREGATE BASE

GIS GEOGRAPHIC INFORMATION SYSTEM

HDPE HIGH DENSITY POLYETHYLENE PIPE

HORZ HORIZONTAL

HT HEIGHT

HW HEADWALL

IBW INSIDE BOTTOM OF WALL

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH

INC INCORPORATED

INV INVERT

IPF IRON PIN FOUND

IPS IRON PIN SET

KO CONTRACTING OFFICER

LF LINEAR FEET

LOD LIMITS OF DISTURBANCE

LP LIGHTING PROTECTION

MAX MAXIMUM

M.E. MATCH ELEVATION

MECH MECHANICAL

MES MITERED END SECTION

MIN MINIMUM

MHS MANHOLE (STORM)

MHW MANHOLE (SEWER)

MON MONUMENT

N NORTHING

N/F NOW OR FORMERLY

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OWS OIL/WATER SEPARATOR

PIV POST INDICTOR VALVE

POD POINT OF DEMARCATION

POV PRIVATELY OWNED VEHICLE

POL PETROLEUMS, OILS, AND LUBRICANTS

POV PERSONALLY OCCUPIED VEHICLES

PROP PROPOSED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

QC QUALITY CONTROL

RCP REINFORCED CONCRETE PIPE

R/W RIGHT OF WAY

SD STORM DRAIN

SF SQUARE FEET

SPEC SPECIFICATIONS

SQ SQUARE

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

STD STANDARD

TBM TEMPORARY BENCHMARK

TYP TYPICAL

VERT VERTICAL

WM WATER METER

WSDOT WASHINGTON STATE DEPARTMENT OF

TRANSPORTATION

WV WATER VALVE

WWF WELDED WIRE FABRIC

W/ WITH

W/C WATER TO CEMENT

YR YEAR

SHEET NAMING CONVENTION

C-001

2 DIGIT SEQUENTIAL # (01-99)

(FIRST DIGIT INDICATES PLAN

TYPE. SECOND DIGIT INDICATES

FLOOR)

1 DIGIT SHEET TYPE DESIGNATOR

0 - GENERAL

2 - PROFILES

3 - SECTIONS

4 - ENLARGED PLANS

6 - SCHEDULES AND DIAGRAMS

9 - 3D VIEWS (ISO, PERSPECTIVES,

PHOTOS)

2 DIGIT DESCIPLINE

DESIGNATOR

(IF ONLY ONE LETTER IS

USED, THE SECOND

LETTER IS REPLACED

WITH A DASH "-" AS A

PLACEHOLDER)**

PROJECT CONTACTS:

CIVIL ENGINEER FOR THIS PROJECT IS:

POND AND COMPANY

3500 PARKWAY LANE #500

PEACHTREE CORNERS, GA 30092

P: (678) 336-7740

CONTACT: ELEN POJE, PE

1 - PLANS

5 - DETAILS

7 - USER DEFINED

8 - USER DEFINED

NOTE:

1. NOT ALL ABBREVIATIONS SHOWN WILL BE USED ON THIS

PROJECT.

CIVIL LEGEND:

DESCRIPTION EXISTING PROPOSED

ASPHALT PAVEMENT

CONCRETE PAVEMENT

GRAVEL PAVEMENT

5' CONTOUR

11' CONTOUR 1

NATURAL GAS LINE

LODLIMITS OF DISTURBANCE

UNDERGROUND ELECTRIC

STORM SEWER PIPE

~ GRAVEL ~

ST ST

WATER LINE

FENCE

N/A

E E E E

SD SD SD

G G G G

W W W W

X X

N/A

UE UE

W W W W

OHE OHE

C C C C C

SS SS SS

ROAD CENTERLINE N/A

OVERHEAD POWER LINE

COMMUNICATION LINE

SANITARY SEWER LINE

BOLLARD

SIGN

GATE POST

UTILITY POLE

GUY ANCHOR

POWER MANHOLE

LIGHT POLE

TELEPHONE RISER

N/A N/A

SS SS

FIRE HYDRANT

WATER VAULT

WATER MANHOLE

WATER VALVE

WATER METER

WATER POST INDICATOR VALVE

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

STORM CATCH BASIN

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

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

N/A N/A S

THRUST BLOCKING N/A

G G G G

ELECTRICAL HANDHOLE N/A

N O

S, L

, A N

D A

N S

C-001

B O

TUSKEG

EE AIRM

AN AVENUE W

EST

TUSKEG

EE AIRM

AN AVENUE W

EST

B1207

B00567

CONTRACTOR

STAGING AREA

TUSKEG

EE AIRM

AN AVENUE W

EST

TUSKEG

EE AIRM

AN AVENUE W

EST

B00567

LODLOD

CONTRACTOR

STAGING AREA

LOD

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

1 3 5 7 9

E M

C R

O N

2 4 6 8 10

M . R

M . L

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SCALE: 1" = 1000'A1 HAUL ROUTE AND STAGING PLAN

SHEET NOTES

1. REFER TO SHEET C-001 FOR GENERAL NOTES, LEGEND, AND

ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

3. REFERENCE THE EROSION AND SEDIMENT CONTROL PLAN

FOR ALL PROPOSED EROSION AND SEDIMENT CONTROL

MEASURES. THEY SHALL BE CONSTRUCTED AND MAINTAINED

IN ACCORDANCE WITH THE MOST STRINGENT LOCAL,

FEDERAL, AND STATE STANDARDS.

4. THE CONTRACTOR SHALL INSTALL, MAINTAIN, AND

COORDINATE ALL NECESSARY TEMPORARY TRAFFIC

CONTROL MEASURES WITH THE CONTRACTING OFFICER AND

IN ACCORDANCE WITH WSDOT STANDARDS. THE

CONTRACTOR SHALL REMOVE ALL TEMPORARY TRAFFIC

CONTROL MEASURES AND MARKINGS AT COMPLETION OF

CONSTRUCTION. THE CONTRACTOR SHALL RESTORE ALL

EXISTING MARKINGS IMPACTED BY TEMPORARY MARKINGS

TO THEIR PRE-CONSTRUCTION CONDITION.

5. PORTIONS OF THE SITE MAY BE OCCUPIED THROUGHOUT ALL

PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL

COORDINATE ALL WORK WITH THE CONTRACTING OFFICER

AND PROVIDE THE GOVERNMENT ACCESS TO THE SITE AND

ADJACENT FACILITIES AROUND OR WITHIN THE LIMITS OF

DISTURBANCE THROUGHOUT ALL PHASES OF

CONSTRUCTION.

6. ALL CONTRACTOR POV'S AND CV'S SHALL BE PARKED WITHIN

THE CONTRACTOR STAGING AREA, THE PARKING LOT

ADJACENT TO THE CONTRACTOR STAGING AREA, OR A

LOCATION APPROVED BY THE KO. THE CONTRACTOR SHALL

STOCKPILE REQUIRED MATERIALS AND EQUIPMENT WITHIN

THE LIMITS OF THE DESIGNATED STAGING AREA. THE

CONTRACTOR SHALL RESTORE THE STAGING AREA TO IT'S

PRE-CONSTRUCTION CONDITION.

7. ALL CONSTRUCTION DEBRIS SHALL BE DISPOSED OF BY THE

CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, OFF OF

BASE/GOVERNMENT PROPERTY, AT A LEGAL LANDFILL, AND

IN AN ETHICAL MANNER. THE GOVERNMENT WILL NOT

PROVIDE THE CONTRACTOR DISPOSAL AREAS FOR RUBBLE,

UNSUITABLE EXCESS SOIL MATERIALS, OR OTHER

CONSTRUCTION DEBRIS.

8. ALL BORROW/FILL MATERIALS SHALL BE OBTAINED BY THE

CONTRACTOR FROM COMMERCIAL SOURCES AND OFF-SITE

LOCATIONS. THE GOVERNMENT WILL NOT BE RESPONSIBLE

FOR PROVIDING BORROW SITES AVAILABLE FOR USE BY THE

CONTRACTOR.

9. THE CONTRACTOR SHALL ENGAGE THE CONTRACTING

OFFICER 30 DAYS PRIOR TO THE COMMENCEMENT OF

CONSTRUCTION AND REQUEST THAT THE PROJECT SITE AND

STAGING AREA BE CLEARED OF ALL EQUIPMENT AND

MATERIALS.

10. ALL CONTRACTOR POV'S AND CV'S SHALL UTILIZE ONE OF

THE FOUR JBLM COMMERICAL VEHICLE INSPECTION GATES

(CVIPs) LISTED BELOW:

THRONE LANE (LOGISTICS CENTER) POV/CVIP GATE:

0500 - 1830, MONDAY - FRIDAY, WHEN CLOSED USE

MADIGAN (MAMC) CVIP GATE.

MADIGAN (MAMC) CVIP GATE:

1830 - 0500, MONDAY - THURSDAY, 24-HOURS ON

WEEKENDS AND HOLIDAYS.

LEGEND

PROJECT SITE

CONTRACTOR STAGING AREA

HAUL ROUTE

ENTER / EXIT 122B FROM I-5

RAINIER DRIVE

L R

O U

N D

G P

C-002 0 100' 200' 400' 600'

0 500' 1000 2000' 3000'

SCALE: 1" = 1000'

SCALE: 1" = 200'

D1 HAUL ROUTE AND STAGING PLAN - ENLARGEMENT

SCALE: 1" = 200'

PROJECT SITE,

SEE (D1/C-002).

EAST LINCOLN ROAD

OUTER DRIVE

B O

OUTER DRIVE

PROJECT SITE, B0567.

CONTRACTOR STAGING AREA

NORTH

PLAN

NORTH

I-5

MURRAY ROAS SW (LOGISTICS CENTER) POV/CVIP GATE

MADIGAN (MAMC) CVIP GATE

EAST LINCOLN ROAD

CONTRACTOR STAGING AREA

B O

TUSKEG

EE AIRM

AN AVENUE W

EST

TUSKEG

EE AIRM

AN AVENUE W

EST

B1207

B00567

CONTRACTOR

STAGING AREA

TUSKEG

EE AIRM

AN AVENUE W

EST

TUSKEG

EE AIRM

AN AVENUE W

EST

B00567

LOD

CONTRACTOR

STAGING AREA

LOD

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

1 3 5 7 9

E M

C R

O N

2 4 6 8 10

M . R

M . L

) D

Q U

:\F Y2

-B

\0 7.

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- 0

7\ C

-0

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: M on da y, J ul y

, 2

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C O

O F

R S

-M

C C

H O

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N N

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A1 CODE COMPLIANCE SITE PLAN

KEYNOTES

1. FIRE DEPARTMENT ACCESS WITHIN 33' OF THE BUILDING.

2. FIRE LANE APPROACH.

3. FIRE DEPARTMENT MAIN ENTRANCE.

SHEET NOTES

1. REFER TO SHEET C-001 FOR GENERAL NOTES, LEGEND, AND

ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

3. THIS PLAN WAS CREATED TO SHOW COMPLIANCE WITH UFC

3-600-01 "FIRE PROTECTION ENGINEERING FOR FACILITIES"

SECTION 1-7.2.4.2.

4. THE FOLLOWING ITEMS AS INDICATED IN UFC 3-600-01

SECTION 1-7.2.4.2 CODE COMPLIANCE SITE PLAN ARE NOT

APPLICABLE TO THIS PROJECT.

- LINE OF ENCROACHMENT IDENTIFYING PROPERTY LINES:

● FACILITY IS LOCATED WITHIN JOINT BASE LEWIS

MCCHORD.

- BUILDING PERIMETER USED FOR FRONTAGE INCREASE:

● FACILITY IS WITHIN THE ALLOWABLE AREA WITHOUT A

FRONTAGE INCREASE.

- HAZARDOUS MATERIAL SPILL CONTAINMENT TANKS:

● HAZARDOUS MATERIAL SPILL CONTAINMENT

TANKS ARE NOT PRESENT AT THIS FACILITY.

- FIRE PUMP ROOM:

● NO FIRE PUMPS ARE PRESENT AT THIS FACILITY.

- WATER STORAGE TANKS:

● WATER STORAGE TANKS ARE PRESENT AT THIS

FACILITY, BUT MAY NOT BE OPERATIONAL.

- BACKFLOW PREVENTION ASSEMBLY:

● BACKFLOW PREVENTION IS LOCATED INSIDE THE

MECHANICAL ROOM OF EACH FACILITY.

- FIRE DEPARTMENT CONNECTION (FDC):

● B1207 AND B0567 ARE NOT SPRINKLERED AND DO

NOT HAVE AN FDC.

- POST INDICATOR VALVE (PIV):

● B1207 AND B0567 ARE NOT SPRINKLERED AND DO

NOT HAVE A PIV.

FIRE APPARATUS DRIVE PATH

LEGEND

JOINT BASE LEWIS MCCHORD FIRE STATION

C O

D E

C O

C E

C-003SCALE: 1" = 500'

A5 CODE COMPLIANCE SITE PLAN - ENLARGEMENT

SCALE: 1" = 100'

0 50' 100' 200' 300'

0 250' 500' 1000' 1500'

SCALE: 1" = 500'

SCALE: 1" = 100'

MCCARTHY BOULEVARD

6TH STREET SOUTHWEST

TUSKEGEE AIRMAN AVENUE WEST

BUILDING 0567,

SEE (A5/C-003)

NORTH

PLAN

NORTH

TUSKEGEE AIRM

AN AVENUE W

EST

TUSKEGEE AIRM

AN AVENUE W

EST

B00567

LOD

LODLOD

LOD LOD

C O

G A

LOD

U E

LOD

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

1 3 5 7 9

E M

C R

O N

2 4 6 8 10

M . R

M . L

) D

Q U

:\F Y2

-B

\0 7.

Bu ild in g

- 0

7\ C

.d w g

: M on da y, J ul y

, 2

4 U

M Y

C O

O F

R S

-M

C C

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N N

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-2 1-

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SCALE: 1" = 30' 0 15' 30' 60' 90'

A N

D E

R O

N A

N D

T C

O N

CS101

NORTH

TRUE N

PLAN

NORTH

SITE AND EROSION AND SEDIMENT CONTROL

PLAN

KEYNOTES

1. MECHANICAL EQUIPMENT PAD, SEE SHEET S-501 AND SHEET

E-111. EQUIPMENT PAD SHALL BE APPROXIMATELY 4 INCHES

ABOVE EXISTING GRADE.

2. DEMOLISH AND REPLACE SIDEWALK TO NEAREST JOINT, SEE

DETAIL A3/C-502.

3. ELECTRICAL DUCTBANK. SEE SHEET E-111.

4. TRANSFORMER AND PAD, SEE SHEET E-111.

SHEET NOTES

1. REFER TO SHEET C-001 FOR GENERAL NOTES, LEGEND, AND

ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

3. EXISTING CONDITIONS SHOWN WAS SUPPLEMENTED BY BASE

GIS INFORMATION. ALL SITE INFORMATION INCLUDING

UTILITIES AND STRUCTURES IS CONCEPTUAL AND MUST BE

FIELD VERIFIED BY THE CONTRACTOR PRIOR TO

CONSTRUCTION OR ORDERING MATERIALS.

EROSION AND SEDIMENT CONTROL NOTES

1. AMENDMENTS / REVISIONS TO THE EROSION AND SEDIMENT

CONTROL PLAN WHICH HAVE A SIGNIFICANT EFFECT ON

BMPS WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED

BY THE DESIGN PROFESSIONAL. IF FULL IMPLEMENTATION OF

THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE

EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT

CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL

OR TREAT THE SEDIMENT SOURCE.

2. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE

PREVENTED BY THE INSTALLATION OF EROSION AND

SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO

DISTURBING ACTIVITIES.

3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

MAINTAINED AT ALL TIMES IN ACCORDANCE WITH JBLM'S MS4

PERMIT NO. WAS - 026638 AND THE 2019 STORMWATER

MANAGEMENT MANUAL FOR WESTERN WASHINGTON.

4. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD OF

GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

TEMPORARY SEEDING, PERMANENT SEEDING, OR DUST

CONTROL.

5. THERE ARE NO KNOWN WETLANDS LOCATED ONSITE. NO

KNOWN STATE WATERS EXIST WITHIN 200' OF THE PROJECT

SITE. WASTE MATERIALS SHALL NOT BE DISCHARGED TO

WATERS OF THE STATE.

DISTURBED AREA

SITE = 800 SF

CONTRACTOR STAGING AREA = 3,000 SF

TOTAL DISTURBED AREA = 3,800 SF

LEGEND

SILT FENCE,

SEE DETAIL (A1/C-502).

TEMPORARY AND PERMANENT SEEDING,

SEE DETAIL (A1/C-501).

T/P SD

DUST CONTROL,

SEE DETAIL (A4/C-501).DC

LIMITS OF DISTURBANCELOD LOD

T/P SD

BMPS ARE TO BE APPLIED

WITHIN DISTURBED AREAS

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

1 3 5 7 9

E M

C R

O N

2 4 6 8 10

M . R

M . L

) D

Q U

:\F Y2

-B

\0 7.

Bu ild in g

- 0

7\ C

-5

.d w g

: M on da y, J ul y

, 2

4 U

M Y

C O

O F

R S

-M

C C

H O

R D

E D

C O

N O

N N

. N O

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2D -W

-2 1-

SHEET ID

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C-501SCALE: N.T.S.A1 TEMPORARY AND PERMANENT SEEDING

SCALE: N.T.S.A4 DUST CONTROL

DCT/P SD

C-502

US Army Corps of Engineers ®

SHEET ID

D R

B Y:

D B

C H

D B

1 3 5 7 9

E M

C R

O N

2 4 6 8 10

M . R

M . L

) D

Q U

:\F Y2

-B

\0 7.

Bu ild in g

- 0

7\ C

-5

.d w g

: M on da y, J ul y

, 2

4 U

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C O

O F

R S

-M

C C

H O

R D

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SCALE: N.T.S.A1 SILT FENCE

SF A4 TYPICAL SIDEWALK SECTION

NO SCALE

FINISHED

GRADE

2" EXPANSION JOINT BETWEEN

WALK AND RIGID PAVING OR

ADJACENT RIGID STRUCTURE

WIDTH VARIES

(SEE SITE PLAN)

4" THICK CONCRETE 3000 PSI @ 28 DAYS

12" COMPACTED SUBGRADE (TO MINIMUM

98% DENSITY IN ACCORDANCE WITH ASTM

D-1557)NOTE:

· CROSS SLOPE 2% (MAX)

GENERAL STRUCTURAL NOTES:

1. THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS BEFORE THEY ARE PROVIDED TO THE

OWNER AND STRUCTURAL ENGINEER. THE CONTRACTOR’S REVIEW SHALL BE DOCUMENTED

WITHIN THE SUBMITTAL. THE CONTRACTING OFFICER RESERVE THE RIGHT TO REJECT

SUBMITTALS THAT HAVE NOT BEEN FIRST REVIEWED BY THE CONTRACTOR. THE ACCURACY AND

COMPLETENESS OF THE SUBMITTALS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR,

INCLUDING ALL ERRORS AND OMISSIONS. IN ADDITION, THE CONTRACTOR IS SOLELY

RESPONSIBLE FOR ALL MEANS, METHODS, AND SEQUENCING OF CONSTRUCTION.

2. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE EXPERIENCED AND

QUALIFIED TO PERFORM THE TYPE OF CONSTRUCTION REQUIRED TO COMPLETE THE WORK

PRESCRIBED BY THE CONTRACT DOCUMENTS. THE CONTRACT DOCUMENTS WERE PREPARED

AS A COMPLETE SET OF PROJECT DRAWINGS AND SPECIFICATIONS. IT IS THE GENERAL

CONTRACTOR’S RESPONSIBILITY TO COORDINATE ALL INFORMATION PROVIDED IN THE CIVIL,

ARCHITECTURAL, INTERIOR, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION

DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER

IMMEDIATELY OF ANY CONFLICTS, OMISSIONS, OR DISCREPANCIES. THIS COORDINATION SHALL

BE PERFORMED BEFORE THE PROCUREMENT OF MATERIALS AND/OR FABRICATION OF ANY

PROJECT COMPONENTS.

3. WHERE SECTION IS SHOWN AND DETAILED, OTHER SECTIONS OF SIMILAR CONDITION SHALL BE

DETAILED THE SAME OR OPPOSITE HAND, WHETHER SPECIFICALLY NOTED OR NOT.

4. CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS

BEFORE BEGINNING CONSTRUCTION. NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES.

5. COORDINATE SIZES AND LOCATIONS OF ALL FLOOR AND ROOF PENETRATIONS WITH PLUMBING, MECHANICAL, AND ARCHITECTURAL REQUIREMENTS.

6. ENGINEER'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. SUCH APPROVAL MAY

ALSO BE WITHHELD AT THE SOLE DISCRETION OF THE ENGINEER.

7. THE STRUCTURES HAVE BEEN DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE

FOLLOWING:

a. INTERNATIONAL BUILDING CODE, 2021 EDITION (IBC 2021).

b. AMERICAN SOCIETY OF CIVIL ENGINEERS, "MINIMUM DESIGN LOADS FOR BUILDINGS AND

OTHER STRUCTURES," 2016 EDITION (ASCE 7-16).

c. UNIFIED FACILITIES CRITERIA (UFC) 3-301-01, "STRUCTURAL ENGINEERING," DATED 11 APRIL, 2023.

8. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING REQUIRED TO ERECT

AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL PERMANENT SUPPORTS AND LATERAL

BRACING ARE IN PLACE.

9. DO NOT SCALE DRAWINGS, USE DIMENSIONS.

10. DESIGN LOADS USED IN THE DESIGN OF THE STRUCTURAL SYSTEMS IN THIS PROJECT ARE AS

FOLLOWS:

a. RISK CATEGORY III

b. DEAD LOAD:

ROOF SELF-WEIGHT OF MATERIALS

c. LIVE LOAD:

ROOF 20 psf LIVING UNITS 40 psf CORRIDORS,STAIRS & COMMON ROOMS 100 psf

d. ROOF SNOW LOAD:

GROUND SNOW LOAD, pg 25.0 psf SNOW EXPOSURE FACTOR, Ce 0.9 IMPORTANCE FACTOR, Is 1.10 THERMAL FACTOR, Ct 1.0 FLAT ROOF SNOW LOAD, pf 17.3 psf

e. WIND DESIGN CRITERIA:

EXPOSURE CATEGORY C

BASIC WIND SPEED, V 98 mph (FACTORED, ULTIMATE LOAD) INTERNAL PRESSURE COEFFICIENT, GCp ± 0.18 INTERIOR WIND LOADING (PARTITIONS) 5.0 psf (UNFACTORED, SERVICE LOAD)

f. SEISMIC DESIGN CRITERIA:

SPECTRAL RESPONSE ACCELERATION:

Ss (SHORT PERIOD (0.2 SECOND)) 1.328 g S1 (LONG PERIOD (1.0 SECOND)) 0.463 g SMS (SHORT PERIOD (0.2 SECOND)) 1.328 g

SM1 (LONG PERIOD (1.0 SECOND)) 0.863

SITE CLASS CLASS D

SEISMIC DESIGN CATEGORY D

LATERAL FORCE RESISTING SYSTEM CONCRETE SHEAR WALLS

IMPORTANCE FACTOR, Ie 1.2T

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

11. ALL VERTICAL ELEVATIONS ARE BASED ON THE CONTROL ELEVATION FROM SURVEY BY

OTHERS.

CAST-IN-PLACE CONCRETE

1. CAST-IN-PLACE CONCRETE FOR THIS PROJECT SHALL COMPLY WITH THE AMERICAN CONCRETE

INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND

COMMENTARY" ACI 318-19 AND ACI 318R-19.

2. REFERENCE PROJECT SPECIFICATION SECTION 03 30 00 "CAST-IN-PLACE CONCRETE".

3. CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES:

AREA WEIGHT STRENGTH @ AIR MAX. W/C NOMINAL MAX.

28 DAYS CONTENT RATIO AGG. SIZE

FOUNDATIONS 145 pcf 3000 psi 5% 0.55 1" GRADE SLABS 145 pcf 3000 psi N/A N/A 3/4"

THE EXPOSURE CLASSES FOR THE CONCRETE AREAS ARE AS FOLLOWS:

AREA FREEZING & SULFATES CONTACT W/ CORROSION

THAWING (F) (S) WATER (W) PROTECTION (C)

FOUNDATIONS F1 S0 W1 C0

GRADE SLABS F0 S0 W0…

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File details come from the government source that posted it. Updated Aug 16, 2025.