W912QR25BA019_Plans-0000.pdf

PDF 40 MB Posted Jul 28, 2025

Attached to: DBB - Construct Addition and Renovation AGE Facility B820, Minneapolis-St. Paul ARS, MN
Solicitation number: W912QR25BA019
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

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Solicitation_Amendment_W912QR25BA0190002_SF_30.pdf	PDF	Aug 26, 2025
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W912QR25BA019_Specs_Vol1-0000.pdf	PDF	Jul 28, 2025
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JA for Add Renovation AGE B820 - EasyIO - Redacted.pdf	PDF	Jul 28, 2025

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jo in t v e n t u re

US Army Corps of Engineers ®

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

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LOUISVILLE DISTRICT

JULY 2025

CERTIFIED FINAL - JULY 2025

PROJECT SITE (B820)

MSP AIR RESERVE STATION

SITE VICINITY MAP

SCALE N/A

MSP

MILITARY HWY

5TH STREETLI

R G

SITE VICINITY MAP

SCALE N/A

MINNEAPOLIS-ST PAUL AIR RESERVE STATION, MN

CONSTRUCT ADDITION AND RENOVATE AGE

FACILITY, B820

P2: 509918

PROJECT #: QJKL210002

EXP. 1/31/2026

7-02-2025

28 July 2025

W912QR25BA019

2Q R

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US Army Corps of Engineers ®

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ARCHITECTURE

A-001 GENERAL NOTES AND ABBREVIATIONS

A-002 AIR BARRIER DIAGRAMS

A-003 AIR BARRIER DIAGRAMS

AD101 DEMOLITION PLAN

AD201 NORTH AND SOUTH DEMOLITION ELEVATIONS

AD202 EAST AND WEST DEMOLITION ELEVATIONS

A-101 FLOOR PLAN

A-102 PARTIAL FLOOR PLAN

A-103 PARTIAL FLOOR PLAN

A-111 ROOF PLAN

A-121 REFLECTED CEILING PLAN

A-122 PARTIAL REFLECTED CEILING PLAN

A-123 PARTIAL REFLECTED CEILING PLAN

A-201 NORTH AND SOUTH ELEVATIONS

A-202 EAST AND WEST ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-501 EXTERIOR ASSEMBLIES AND INTERIOR PARTITION DETAILS

A-510 DETAILS

A-511 DETAILS

A-550 OPENING DETAILS

A-601 OPENING SCHEDULE AND SIGNAGE DETAILS

STRUCTURAL

S-001 GENERAL NOTES - STRUCTURAL

S-002 GENERAL NOTES, DESIGN LOADS, AND

ABBREVIATIONS - STRUCTURAL

S-003 SPECIAL INSPECTIONS - STRUCTURAL

S-004 SPECIAL INSPECTIONS - STRUCTURAL

S-101 FOUNDATION PLAN

S-102 WASH BAY CEILING FRAMING PLAN

S-103 ROOF FRAMING PLAN

S-201 FRAMING ELEVATIONS

S-202 FRAMING ELEVATIONS

S-501 TYPICAL DETAILS - STRUCTURAL

S-502 TYPICAL DETAILS - STRUCTURAL

S-510 FOUNDATION DETAILS

S-511 FOUNDATION DETAILS

S-512 MECHANICAL PLATFORM & ROOF FRAMING DETAILS

S-513 ROOF FRAMING DETAILS

S-514 BASE PLATE & PEDESTAL DETAILS

S-515 FRAMING CONNECTION DETAILS

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

GI001 CODE REVIEW 1 OF 3 - LIFE SAFETY

GI002 CODE REVIEW 2 OF 3 - LIFE SAFETY

GI003 CODE REVIEW 3 OF 3 - LIFE SAFETY

GI100 SITE PLAN - LIFE SAFETY

GI101 FIRST FLOOR PLAN - NORTH - LIFE SAFETY

GI102 FIRST FLOOR PLAN - SOUTH - LIFE SAFETY

CIVIL

V-101 EXISTING SITE CONDITIONS

B-101 SOIL BORING LOGS

B-102 SOIL BORING LOGS

CD101 SITE DEMOLITION PLAN

C-001 AERIAL LAYOUT PLAN

C-101 SITE LAYOUT PLAN

CS101 SITE LOCATION PLAN

CG101 SITE GRADING PLAN

CG102 SITE DRAINAGE PLAN

CG103 EROSION AND SEDIMENT CONTROL PLAN

CG201 STORM PROFILES

C-501 SITE DETAILS

C-502 SITE DETAILS

C-503 SITE DETAILS

C-504 SITE DETAILS

C-505 SITE DETAILS

C-506 SITE DETAILS

C-507 SITE DETAILS

MECHANICAL

M-001 GENERAL INFORMATION - MECHANICAL

MD101 FIRST FLOOR PLAN - MECHANICAL - DEMOLITION

M-101 FIRST FLOOR PLAN - NORTH - MECHANICAL

M-102 FIRST FLOOR PLAN - SOUTH - MECHANICAL

M-301 SECTIONS - MECHANICAL

M-401 ENLARGED PLANS - MECHANICAL

M-501 DETAILS - MECHANICAL

M-601 SCHEDULES - MECHANICAL

M-601A SCHEDULES (BID OPTION 1) - MECHANICAL

M-701 CONTROLS - MECHANICAL

M-702 CONTROLS - MECHANICAL

M-703 CONTROLS - MECHANICAL

M-704 CONTROLS - MECHANICAL

M-705 CONTROLS - MECHANICAL

M-706 CONTROLS - MECHANICAL

M-707 CONTROLS - MECHANICAL

PLUMBING

P-001 GENERAL INFORMATION - PLUMBING

PD101 FIRST FLOOR PLAN - PLUMBING - DEMOLITION

P-101 FIRST FLOOR PLAN - NORTH - SANITARY

P-102 FIRST FLOOR PLAN - SOUTH - SANITARY

P-111 FIRST FLOOR PLAN - NORTH - DOMESTIC &

NATURAL GAS

P-112 FIRST FLOOR PLAN - SOUTH - DOMESTIC

P-501 DETAILS - PLUMBING

P-601 SCHEDULES - PLUMBING

ELECTRICAL

E-001 GENERAL INFORMATION - ELECTRICAL

ESD101 SITE PLAN - ELECTRICAL - DEMOLITION

ES101 SITE PLAN - ELECTRICAL

ED101 FIRST FLOOR PLAN - ELECTRICAL - DEMOLITION

ED701 DEMOLITION - DIAGRAMS - ELECTRICAL

EL101 FIRST FLOOR PLAN - NORTH - LIGHTING

EL102 FIRST FLOOR PLAN - SOUTH - LIGHTING

EP101 FIRST FLOOR PLAN - NORTH - POWER

EP101A FIRST FLOOR PLAN (BID OPTION 1) - NORTH - POWER

EP102 FIRST FLOOR PLAN - SOUTH - POWER

E-401 ENLARGED PLANS - ELECTRICAL

E-501 DETAILS - ELECTRICAL

E-601 SCHEDULES - ELECTRICAL

E-601A SCHEDULES (BID OPTION 1) - ELECTRICAL

E-700 DIAGRAMS - ELECTRICAL

E-701 DIAGRAMS - ELECTRICAL

E-701A DIAGRAMS (BID OPTION 1) - ELECTRICAL

TECHNOLOGY

T-001 GENERAL INFORMATION - TELECOMMUNICATIONS

TSD101 SITE PLAN - TELECOMMUNICATIONS - DEMOLITION

TS101 SITE PLAN - TELECOMMUNICATIONS

T-101 FIRST FLOOR PLAN - NORTH - TELECOMMUNICATIONS

T-102 FIRST FLOOR PLAN - SOUTH - TELECOMMUNICATIONS

T-401 ENLARGED PLANS - TELECOMMUNICATIONS

T-501 DETAILS - TELECOMMUNICATIONS

FIRE PROTECTION

F-001 GENERAL INFORMATION - FIRE PROTECTION

FD101 FIRST FLOOR PLAN - FIRE PROTECTION - DEMOLITION

FA101 FIRST FLOOR PLAN - NORTH - FIRE ALARM

FA102 FIRST FLOOR PLAN - SOUTH - FIRE ALARM

FA501 DETAILS - FIRE ALARM

FX101 FIRST FLOOR PLAN - NORTH - FIRE SUPPRESSION

FX102 FIRST FLOOR PLAN - SOUTH - FIRE SUPPRESSION

FX501 DETAILS - FIRE SUPPRESSION

7-02-2025

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Fire Protection / Life Safety / Accessibility Code Review

FORM VERSION 27 DATED 8 OCTOBER 2020

MINNEAPOLIS-ST. PAUL ARMY RESERVE STATION BUILDING 820

1. PROJECT'S APPLIED CODES & STANDARDS

A. UFC 1-200-01: DOD BUILDING CODE, WITH CHANGE 3, 24 FEB 2023

B. UFC 3-600-01: DESIGN: FIRE PROTECTION ENGINEERING FOR FACILITIES, WITH CHANGE 6, 6 MAY 2021.

C. UFC 4-010-01: DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, WITH CHANGE 3, 24 MAY 2024

D. UFC 4-021-01: DESIGN AND O&M: MASS NOTIFICATION SYSTEMS, WITH CHANGE 1, JANUARY 2010

E. IBC 2021: INTERNATIONAL BUILDING CODE FOR FIRE RESISTANCE REQUIREMENTS, ALLOWABLE FLOOR AREA, BUILDING HEIGHT LIMITS, AND

BUILDING SEPARATION DISTANCE, EXCEPT AS MODIFIED BY UFC 3-600-01

F. NFPA 1, 2024: FIRE CODE, FOR DETERMINING VEHICLE ACCESS REQUIREMENTS

G. NFPA 101, 2024: LIFE SAFETY CODE, FOR BUILDING EGRESS AND LIFE SAFETY EXCEPT AS MODIFIED IN UFC 3-600-01

H. NFPA 10, 2022: STANDARD FOR PORTABLE FIRE EXTINGUISHERS

I. NFPA 13, 2022: STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS, MINIMUM REQUIREMENTS FOR DESIGN AND INSTALLATION OF

AUTOMATIC FIRE SPRINKLER SYSTEMS AND EXPOSURE PROTECTION

J. NFPA 30, 2024: FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, FOR CONSTRUCTION REQUIREMENTS AND FIRE RESISTANCE RATINGS FOR LIQUID

STORAGE AREAS

K. NFPA 30A, 2024: CODE FOR MOTOR FUEL DISPENSING FACILITIES AND REPAIR GARAGES, FOR OCCUPANCY CLASSIFICATION AND MEANS OF

EGRESS FOR REPAIR GARAGES AND ORGANIZATIONAL MAINTENANCE SHOPS

L. NFPA 70, 2023: NATIONAL ELECTRICAL CODE (NEC) - ARTICLE 500 HAZARDOUS LOCATIONS & ARTICLE 511 COMMERCIAL GARAGES, REPAIR &

STORAGE

M. NFPA 80, 2022: STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES

N. NFPA 72, 2022: NATIONAL FIRE ALARM AND SIGNALING CODE

O. NFPA 90A, 2024: STANDARD INSTALLATION OF AIR CONDITIONING & VENTILATION SYSTEMS, FOR PROTECTION OF OPENINGS, SHAFTS, FIRE

DAMPERS, SMOKE DAMPERS, PENETRATIONS AND FAN CONTROL

P. NFPA 291, 2022: RECOMMENDED PRACTICE FOR FIRE FLOW TESTING AND MARKING OF HYDRANTS

Q. NFPA 400, 2022: HAZARDOUS MATERIAL CODE

R. ABA (ARCHITECTURAL BARRIERS ACT) ACCESSIBILITY STANDARDS, AS DIRECTED BY DOD POLICY MEMO "ACCESS FOR PEOPLE WITH

DISABILITIES" DATED 31 OCT 2008.

S. ECB 2018-17 WITH REV. 3 DATED 31 AUGUST 23: NEW REQUIREMENTS FOR VISUAL NOTIFICATION FOR MASS NOTIFICATION SYSTEMS

T. LOUISVILLE DISTRICT MILITARY DESIGN GUIDE (LDMDG)

2. BUILDING CODE REQUIREMENTS:

A. OCCUPANCY CLASSIFICATION:

IBC CHAPTER 3

B. CONSTRUCTION TYPE: TYPE II-B

IBC CHAPTER 6

TABLE 601

C. MIXED USE & OCCUPANCY SEPARATIONS

UFC 3-600-01: 5-4, 5-5

IBC SECTION 508

D. AREA LIMITATIONS / MODIFICATIONS:

UFC 3-600-01: 5-3

IBC SECTION 506

E. HEIGHT LIMITATIONS:

IBC SECTION 503

TABLES 504.3 & 504.4

F. VERTICAL ENCLOSURES, CONTINUITY, PROTECTION: N/A

3-600-01: 3-3.1.1

NFPA 101: 7.1.3, 8.6

NFPA 90A: 4.3.1.2, 5.3.4

G. OPENING PROTECTIVES & THRU-PENETRATIONS

NFPA 101: 8.3 THRU 8.6

NFPA 90A

NFPA 80

NFPA 13

H. HORIZONTAL SEPARATIONS: N/A

IBC: TABLE 508.4

I. FIRE RESISTIVE REQUIREMENTS: INDICATE REQUIREMENTS BASED ON CONSTRUCTION TYPE:

IBC: TABLE 601 AND SECTION 602 PRIMARY STRUCTURAL FRAME - 0 HOUR RATING

EXTERIOR BEARING WALLS - 0 HOUR RATING

INTERIOR BEARING WALLS - 0 HOUR RATING

EXTERIOR NONBEARING PARTITIONS - 0 HOUR RATING

INTERIOR NONBEARING PARTITIONS - 0 HOUR RATING

FLOOR CONSTRUCTION & SECONDARY MEMBERS - 0 HOUR RATING

ROOF CONSTRUCTION & SECONDARY MEMBERS - 0 HOUR RATING

J. ENCLOSURE PROTECTION: N/A

NFPA 101: SPECIFIC OCCUPANCY CHAPTERS

ASME A17.1

UFC 3-600-01; 4-46.5.2.2

K. FIRE PROTECTION SYSTEM: THE ADDITION SHALL BE FULLY PROTECTED BY A WET-PIPE AUTOMATIC SPRINKLER

SYSTEM PER UFC 3-600-01 CHAPTER 9-7.

UFC 3-600-01: CHAPTERS 4 & 9

UFC 3-600-01: APPENDIX B

THE PROJECT WILL HAVE NO FIRE RATED PARTITIONS OR SMOKE RATED

PARTITIONS PROVIDED, SO THERE WILL BE NO REQUIRED OPENING PROTECTION

FOR THIS PROJECT. THE EXISTING BUILDING'S OFFICE AREA HAD DOOR FRAMES THAT

THE ADDITION AND EXISTING BUILDING WILL CONTAIN THE FOLLOWING OCCUPANCIES:

BUSINESS (WITHIN EXISTING BUILDING ONLY) - GROUP B

MODERATE STORAGE - GROUP S-1

MOTOR-VEHICLE-RELATED OCCUPANCY (WITHIN EXISTING BUILDING ONLY):

HEIGHT LIMITATION: (IBC TABLES 504.3 AND 504.4)

PERMITTED – FOR TYPE II-B CONSTRUCTION, IBC TABLE 504.3 LIMITS BUILDING HEIGHT

TO 75 FT FOR GROUPS B AND S OCCUPANCIES. FOR TYPE II-B CONSTRUCTION, IBC

TABLE 504.4 LIMITS BUILDING HEIGHT TO 4 STORIES FOR GROUP B AND S-1

OCCUPANCIES.

PROVIDED – THE BUILDING WITH THE NEW ADDITION IS 1 STORY AND 30’-4-1/2” IN

WITH THE TYPE OF EQUIPMENT TO BE STORED IN THE BUILDING,THE CODE REVIEW

DETERMINED THAT THE MAXIMUM ALLOWABLE QUANTITIES INDICATED IN NFPA 400

WAS NOT EXCEEDED AND THE PROJECT'S SPACE COULD BE CLASSIFIED AS "STORAGE".

BUILDING HEIGHT FOR THE EXISTING STRUCTURE WILL BE AFFECTED BY THE

ADDITION, AS THE ADDITION IS REQUIRED TO HAVE A 25'-0" INSIDE CLEAR SPACE FOR

AREA LIMITATION: (IBC SECTION 506)

PERMITTED – 70,000 SF (FOR S-1 FULLY SPRINKLERED OCCUPANCIES, FRONTAGE

INCREASE NOT NEEDED).

PROVIDED – 15,697 SF

THE BUILDING WILL BE A NON-SEPARATED MIXED USE OCCUPANCY CONSISTING

OF THE OCCUPANCIES INDICATED ABOVE. THE MOST RESTRICTIVE OCCUPANCY FOR

HEIGHT LIMITATION AND AREA LIMITATION (WHICH IS THE S-1 OCCUPANCY) WILL

BE UTILIZED FOR THIS BUILDING.

UFC 3-600-01; 9-7, EXCEPT AS MODIFIED IN CHAPTER 4 OF

UFC FOR SPECIFIC FACILITY TYPES

UFC 3-600-01; 1-12.12, 9-7.3.1.2, 4-46

N/A

NFPA 13

UFC 3-600-01: CHAPTER 9-7.4 COVERAGE PER SPRINKLER MUST BE IN ACCORDANCE WITH NFPA 13, NOT EXCEEDING

130 SF FOR THE ENTIRE AREA OF THE ADDITION. EXTENDED COVERAGE HEADS ARE

NFPA 13

THE JACK TEST STAND. THE MAXIMUM HEIGHT FOR THE ADDITION IS 30'-4-1/2".

THE ADDITION HAS AN APPROXIMATE FLOOR AREA OF 8,278 SF, PROVIDING A TOTAL

BUILDING FLOOR AREA OF 15,697 SF.

HEIGHT.

L. AVAILABLE WATER SUPPLY TESTING A FIRE FLOW TEST WAS CONDUCTED ON 15 OCTOBER 2024 AT AROUND 0800 CDT. THE

FLOW TEST RESULTED IN A STATIC PRESSURE OF 86 PSIG WITH 1,138 GPM AVAILABLE

AT A RESIDUAL PRESSURE OF 70 PSIG. PRELIMINARY HYDRAULIC CALCULATIONS

INDICATE THAT THE CURRENT WATER SUPPLY IS ADEQUATE TO SUPPORT THE FIRE

SPRINKLER SYSTEM. A FIRE PUMP WILL NOT BE REQUIRED FOR THIS PROJECT.

WATER SUPPLY MEETS FIRE FLOW REQUIREMENTS (1,000 GPM AT 20 PSI REQUIRED,

2,446 GPM AVAILABLE AT 20 PSI) OF UFC 3-600-01 SECTION 9-2.1.

UFC 3-600-01: 1-12.5, 9-6.4

NFPA 291

UFC 3-600-01: 9-2.2 N/A

NFPA 1: TABLE 18.4.5.2.1

UFC 3-600-01: 1-12.10, 4-40 N/A

M. WATER STORAGE TANK REQUIREMENTS N/A

UFC 3-600-01: 1-12.4, CHAPTER 9-4

NFPA 22

N. BACKFLOW PREVENTER & TESTING MINIMUM PRESSURE DROP ACROSS BACKFLOW PREVENTER IS 8 PSI FOR HYDRAULIC

CALCULATIONS.

NFPA 13: 8.16.4.6.1

UFC 3-600-01; 9-6.3.5, 9-6.6

O. FIRE PUMP(S) N/A

UFC 3-600-01: CHAPTER 9-5

NFPA 20

UFC 3-600-01: 9-5.1.4

NOT PERMITTED. SPRINKLER HEADS WILL BE PROVIDED WITH A K-FACTOR OF 11.2 FOR.

THE MAIN AREA AND 8.0 FOR THE CONNECTOR AND THE ELECTRICAL ROOM.

REPAIR GARAGES - GROUP S-1 (406.8)

WERE RATED FOR 1-1/2 HOURS, BUT IT COULD NOT BE DETERMINED IF THE ACTUAL

WALLS WERE FIRE RATED. ALSO, DOORS DID NOT APPEAR TO BE RATED, AND SOME

SPACES DID NOT EVEN HAVE DOORS INSTALLED IN THESE RATED FRAMES. WITH THIS

CODE REVIEW, THE RATED WALLS ARE NOT REQUIRED FOR THESE SPACES, AND NO

WORK WILL BE PERFORMED ON THESE WALLS. ALL EXISTING PENETRATIONS REUSED

FOR NEW WORK WILL BE SEALED TO MATCH EXISTING CONDITIONS.

UTILIZING STORAGE FOR THE BUILDING AND CLASS IV COMMODITIES, THE SPACE WILL

BE SET UP TO BE HYDRAULICALLY CALCULATED WITH THE WORST-CASE CONDITION

FOR THE STORAGE AREAS PER NFPA 13 CHAPTERS 4 AND 21, AS WELL AS UFC 3-600-01.

FOR THE HIGH-BAY AREA, THE ONLY REASON IT IS TO THE SCALE PROVIDED IS FOR A

SPECIFIC PIECE OF EQUIPMENT, ITS STORAGE CONDITIONS WOULD BE, AT WORST-

CASE, SIMILAR TO THE LOW-BAY AREA, SO WE WILL USE THE SAME DESIGN CRITERIA

FOR THE ENTIRE STORAGE AREA FOR CONSISTENCY (18 FT. HIGH STORAGE FOR THE

29 FT. HIGH PEAK HEIGHT SPACE).

FOR THE MAIN STORAGE AREA, SYSTEM WILL BE PROVIDED PER TABLE 21.2.2.2.1 WITH

CONTROL MODE DENSITY AREA (CDMA) SPRINKLERS WITH HIGH-TEMPERATURE-RATED

HEAD FOR A STORAGE HEIGHT UP TO 18 FT.:

0.27-GPM/SF OVER THE MOST REMOTE 2,000 SF PER THE TABLE

FOR THE CONNECTOR AREA, BEING THAT THE SPACE HEIGHT IS LESS THAN 12 FT.,

THIS SPACE WILL BE PROTECTED PER TABLE 4.3.1.7.1.1 AS SOLID-PILED STORAGE FOR

STORAGE HEIGHTS UP TO 12 FT.. THAT HAS A REQUIREMENT OF ORDINARY HAZARD

PROTECTION FOR THE AREA.

BOWMAN

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3. LIFE SAFETY REQUIREMENTS:

A. CLASSIFICATION OF OCCUPANCY: THE ADDITION AND EXISTING BUILDING WILL CONTAIN MIXED OCCUPANCIES

(NON-SEPARATED) CONSISTING OF THE FOLLOWING OCCUPANCIES:

BUSINESS

(WITHIN EXISTING BUILDING ONLY)

STORAGE

INDUSTRIAL (REPAIR GARAGE, WITHIN

EXISTING BUILDING ONLY)

NFPA 101: CH. 6

B. OCCUPANT LOAD:

NFPA 101: 7.3.1.2 & CHAPTERS 12-42

UFC 3-600-01: 10-3.1

C. CAPACITY OF MEANS OF EGRESS:

NFPA 101: 7.3.3 & CHAPTERS 12-42

D. NUMBER OF EXITS: MINIMUM OF 2 EXITS REQUIRED FOR THE EXISTING BUILDING. 11 EXITS PROVIDED.

SINGLE MEANS OF EGRESS IS PERMITTED IN STORAGE OCCUPANCIES WHEN EXIT CAN

BE REACHED WITHIN 100 FEET (COMMON PATH OF TRAVEL).

NFPA 101: 7.4 & CHAPTERS 12-42

E. ARRANGEMENT OF MEANS OF EGRESS MEANS OF EGRESS WILL COMPLY WITH NFPA 101. BUILDING WILL BE PROTECTED WITH

AUTOMATIC FIRE SPRINKLERS THROUGHOUT.

NFPA 101: 7.5 & CHAPTERS 12-42

F. ACCESSIBLE MEANS OF EGRESS NOT LESS THAN 2 ACCESSIBLE MEANS OF EGRESS REQUIRED. 2 ACCESSIBLE MEANS

OF EGRESS PROVIDED.

NFPA 101: 7.5.4

G. TRAVEL DISTANCE TO EXITS:

NFPA 101: 7.6 & CHAPTERS 12-42

H. ILLUMINATION OF MEANS OF EGRESS: ALL EXITS SHALL BE PROVIDED WITH EMERGENCY ILLUMINATION. ILLUMINATION OF

MEANS OF EGRESS SHALL BE PROVIDED AT ALL TIMES DURING OCCUPANCY.

NFPA 101: 7.8 & CHAPTERS 12-42

I. EMERGENCY LIGHTING:

NFPA 101: 7.9 & CHAPTERS 12-42

J. MARKING OF MEANS OF EGRESS:

NFPA 101: 7.10 & CHAPTERS 12-42

K. INTERIOR FINISH CLASSIFICATION LIMITS:

NFPA 101: TABLE A.10.2.2

L. DETECTION, ALARM, & COMMUNICATIONS: THE EXISTING BUILDING HAS A FIRE ALARM MASS NOTIFICATION SYSTEM (FA/MNS), BUT DUE TO THE FACT THAT THE EXISTING SYSTEM IS CURRENTLY PROVIDED WITH A

FIRE ALARM NOTIFICATION AND A MASS NOTIFICATION SYSTEM WITH TWO SEPARATE

DEVICES, AS WELL AS THE AGE OF THE EXISTING SYSTEM, THE DECISION IS TO

REMOVE THE EXISTING SYSTEM AND PROVIDE A NEW FA/MNS FOR THE ENTIRE

BUILDING. THE ENTIRE BUILDING WILL BE PROVIDED WITH SPEAKER/STROBE

NOTIFICATION THROUGHOUT WITH VOICE ALERT, EVEN THOUGH INTELLIGIBILITY

REQUIREMENTS WILL ONLY BE ACHIEVED WITHIN WITHIN THE ADMIN. AND TOILET

AREA. THERE WILL ALSO BE LED EVACUATION/ ANNOUNCEMENT SIGNS AT THE MAIN

EGRESS DOORS. SPEAKERS WILL BE PROVIDED ON THE EXTERIOR OF THE BUILDING

IN LIEU OF THE HORNS CURRENTLY PROVIDED ON THE BUILDING. ALL FA/MNS DEVICES

SHALL BE PROVIDED AS REQUIRED BY UFC 3-600-01, UFC 4-010-01, AND NFPA 72.

ALSO, WITHIN THE EXISTING SPRINKLER RISER ROOM, A NEW LOW-TEMPERATURE

DEVICE WILL BE PROVIDED IN THE SPACE TO ALERT THE FIRE ALARM REPORTING

STATION THAT AN ISSUE IS OCCURRING IF THE TEMPERATURE DROPS BELOW THE

DEVICE'S SET-POINT.

CO DETECTORS WILL BE PROVIDED WITHIN THE EXISTING BUILDING AND THE

ADDITION PER UFC 3-600-01.

UFC 3-600-01: CHAPTER 9-18

NFPA 101: 9.6 & CHAPTERS 12-42

M. PORTABLE FIRE EXTINGUISHERS: PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED WITHIN THE ADDITION WHERE

REQUIRED PER NFPA 101. FIRE EXTINGUISHERS SHALL BE SIZED AND LOCATED IN

ACCORDANCE WITH NFPA 10.UFC 3-600-01, 9-17

NFPA 10

N. CORRIDORS: NO RATINGS REQUIRED.

NFPA 101: CHAPTERS 12-42

O. FIRE DAMPERS: N/A, AS THERE ARE NO FIRE RATED CONSTRUCTION TO BE PROVIDED FOR THIS

BUILDING.

NFPA 90A: 5.3.1, 5.4.1 & 5.4.2

P. SMOKE DAMPERS: N/A, AS THERE ARE NO SMOKE RATED CONSTRUCTION TO BE PROVIDED FOR THIS

BUILDING.

IBC: SECTION 716

NFPA 90A: 4.3.10.2, 5.3.5.1

Q. DUCT SMOKE DETECTORS

NFPA 90A: 6.4.2.1

R. ELEVATORS N/A

UFC 3-600-01: 4-13

IBC CHAPTER 30

ASME A17.1

NFPA 13

UFC 3-490-06: 3-3.1

S. ROOF ACCESS: N/A

UFC 3-600-01: 10-4

IBC CHAPTER 1011.12

T. HAZARDOUS LOCATIONS IN COMMERCIAL GARAGES N/A

NFPA 70: NEC ARTICLES 500 & 511

U. FIRE DEPT. VEHICLE ACCESS FIRE DEPARTMENT VEHICLES MUST HAVE UNIMPEDED ACCESS TO THE BUILDING

FROM AT LEAST ONE DIRECTION FOR EMERGENCY VEHICLE ACCESS. ACCESS SHALL

TERMINATE NO FURTHER THAN 33 FEET FROM THE BUILDING. PAVED AREAS PROVIDE

ACCESS TO ALL TWO SIDES OF THE BUILDING.

UFC 3-600-01: 9-1

NFPA 1: 18.2.3.4.1

V. FIRE HYDRANT INSTALLATION THE FDC MUST BE LOCATED WITHIN 150’ OF A FIRE HYDRANT PER UFC 3-600-01.

EXISTING FDC MEETS THIS REQUIREMENT.

UFC 3-600-01: 9-3.5

W. KITCHEN COOKING EXHAUST EQUIPMENT N/A

NFPA 101: 9.2.3, CHAPTERS 12-42

NFPA 96

OCCUPANT LOAD CALCULATION BELOW INCLUDES BOTH THE ADDITION AND THE

EXISTING BUILDING. OCCUPANT LOAD FACTORS ARE IN ACCORDANCE WITH NFPA 101

EXCEPT AS MODIFIED BY UFC 3-600-01.

MECHANICAL, ELECTRICAL, OTHER BUILDING EQUIPMENT SPACES:

517 SF / 500 SF OCCUPANT = 1.03 OCCUPANTS

BUSINESS: 889 SF / 150 SF / OCCUPANT = 5.93 OCCUPANTS

STORAGE (INCLUDING JACK TEST STAND AND TOOL CRIB):

INDUSTRIAL(MAINTENANCE AREA, WASH BAY, PARTS CLEANING, BATTERY

2,787 SF / 100 SF / OCCUPANT = 27.87 OCCUPANTS

CALCULATED OCCUPANT LOAD: 58 OCCUPANTS.

NFPA 101 EXIT CAPACITIES (ADDITION AND EXISTING BUILDING)

EXIT DOOR = 34" OPENING (36" DOOR) / 0.2 IN/OCCUPANT = 170 OCCUPANTS

11 EXIT DOORS FOR ADDITION AND EXISTING BUILDING (NOT COUNTING MECHANICAL

OR ELECTRICAL ROOM)

BUILDING EXIT CAPACITY = 1,870 OCCUPANTS

EMERGENCY EGRESS LIGHTING WILL BE PROVIDED IN ACCORDANCE WITH NFPA 101

§7.9. THE EMERGENCY LIGHTING WILL BE PROVIDED FOR 1 ½ HOURS UPON THE

FAILURE OF NORMAL LIGHTING. INITIAL LIGHTING LEVELS WILL BE NOT LESS THAN AN

AVERAGE OF 1 FT-CANDLE AND NOT LESS THAN 0.1 FT-CANDLE ALONG THE PATH OF

EGRESS (AT FLOOR LEVEL). THESE LEVELS ARE PERMITTED TO DECLINE TO NOT LESS

THAN AN AVERAGE OF 0.6 FT-CANDLE AND NOT LESS THAN 0.06 FT-CANDLE ALONG THE

PATH OF EGRESS (AT FLOOR LEVEL) UNTIL 1 ½ HOURS HAVE PASSED.

THE EMERGENCY LIGHTING SYSTEM WILL BE AT LEAST TYPE 10, CLASS 1.5, LEVEL 1 IN

ACCORDANCE WITH NFPA 110, STANDARD FOR EMERGENCY AND STANDBY POWER

SYSTEMS.

EMERGENCY LIGHTING WILL BE SHOWN ON ELECTRICAL PLANS FOR CLARITY AND

CIRCUITING. LIFE SAFETY PLANS WILL REFERENCE ELECTRICAL PLANS FOR

EMERGENCY LIGHTING.

THE MEANS OF EGRESS WILL BE MARKED IN ACCORDANCE WITH NFPA 101 §7.10 AND

UFC 3-600-01 §10-2. EACH EXIT DOOR WILL BE MARKED BY AN EXIT SIGN VISIBLE FROM

ANY DIRECTION OF EXIT ACCESS. ADDITIONAL EXIT SIGNS WILL BE PROVIDED ALONG

EXIT ACCESS PATHS WHERE THE PATH IS NOT OBVIOUS.

EXIT SIGNS WILL BE LIGHT EMITTING DIODE (LED), ELECTROLUMINESCENCE (LEC) OR

COLD CATHODE TYPE. INCANDESCENT TYPE EXIT SIGNS WILL NOT BE USED.

EXIT SIGNS WILL BE SHOWN ON THE ELECTRICAL PLANS (FOR CIRCUITING) AND THE

LIFE SAFETY PLANS.

TACTILE SIGNAGE READING “EXIT” WILL BE PROVIDED AT EACH EXIT DOOR. THESE

SIGNS SHALL COMPLY WITH ICC / ANSI A117.1, AMERICAN NATIONAL STANDARD FOR

ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES.

TACTILE SIGNS WILL BE SHOWN ON THE INTERIOR DESIGN SIGNAGE PLANS.

CLASS A, B, OR C FOR RATED CORRIDORS.

CLASS A, B, OR C FOR OTHER AREAS.

FLOOR FINISH TYPE 1 OR 2.

SMOKE DETECTORS LISTED FOR USE IN AIR DISTRIBUTION SYSTEMS SHALL BE

LOCATED AS FOLLOWS:

DOWNSTREAM OF THE AIR FILTERS AND AHEAD OF ANY BRANCH CONNECTIONS IN AIR

SUPPLY STEMS HAVING A CAPACITY GREATER THAN 2000 CFM.

11,504 SF / 500 SF / OCCUPANT = 23.01 OCCUPANTS

MEASURE - BUSINESS:

MAXIMUM TRAVEL DISTANCE = 300'

MAXIMUM COMMON PATH OF TRAVEL = 100'

MAXIMUM DEAD END = 50'

MEASURE - INDUSTRIAL (GENERAL PURPOSE):

MAXIMUM TRAVEL DISTANCE = 250'

MAXIMUM COMMON PATH OF TRAVEL = 100'

MAXIMUM DEAD END = 50'

MEASURE - STORAGE OCCUPANCY:

MAXIMUM TRAVEL DISTANCE = 400'

MAXIMUM COMMON PATH OF TRAVEL = 100'

MAXIMUM DEAD END = 50'

MEASURE - MECHANICAL PLATFORM (MECHANICAL ROOM PER SECTION 7.13):

MAXIMUM TRAVEL DISTANCE = 50'

(REFER TO SHEET GI103 FOR TABULATED OCCUPANT COUNT

PER SPACE/AREA)

ROOM, AND RESTROOMS):

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OCCUPANT COUNT

SPACE

BUSINESS GROUP

OFFICE AREA (X-110, X-112, X-113)

NUMBER OF OCCUPANTS

150 SF / OCCUPANT

5.74

MECHANICAL/ELECTRICAL

- X-112 IS UTILIZED AS OPEN OFFICE

COMM/ELECTRICAL (X-115, X-109)

MECHANICAL/SPRINKLER (X-107, X-108)

SQUARE FOOTAGE

500 SF / OCCUPANT

0.33

0.36

STORAGE AREA

TOOL CRIB (X-111)

MATERIAL STORAGE (X-117)

500 SF / OCCUPANT

0.43

0.54

INDUSTRIAL AREA

BATTERY ROOM (X-116)

RESTROOMS (ADJACENT TO THIS AREA) (X-105, X-106)

100 SF / OCCUPANT

0.70

6.13

TOTAL CALCULATED OCCUPANT LOAD = 57 OCCUPANTS

ELECTRICAL (102) 0.31157

OPEN STORAGE (MINUS REPAIR AREA) (X-104, 100) 21.3510,674

WASH BAY (101) 7.76776

REPAIR AREA OF OPEN STORAGE (X-104) 11.471,147

PARTS CLEANING (X-114) 0.9797

4. EXISTING FACILITIES:

A. EXISTING FACILITY DEFICIENCY UPGRADE: FACILITIES AS THEY EXIST PRIOR TO PROJECT, MUST MEET NFPA 101 FOR EXISTING

OCCUPANCY. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN EVERY

EXISTING BUSINESS OCCUPANCY PER NFPA 101. ADDITIONAL FIRE EXTINGUISHERS

WILL BE PROVIDED IN THE EXISTING BUILDING TO SATISFY THIS REQUIREMENT.

UFC 3-600-01: 34-1.1

NFPA 101: CHAPTERS 12-42

B. WORK IN EXISTING FACILITIES:

UFC 3-600-01: 34-1.2.1

NFPA 101, CHAPTER 43, REPAIR N/A

NFPA 101, CHAPTER 43, RENOVATION THE EXISTING FIRE ALARM AND MASS NOTIFICATION SYSTEM WILL BE COMPLETELY

REMOVED FROM THE EXISTING BUILDING AND A NEW SYSTEM WILL BE INSTALLED,

COMPLYING TO THE REQUIREMENTS OF UFC 3-600-01 AND NFPA 72. THE BUILDING'S

OFFICE AREA WILL ALSO MEET THE INTELLIGIBILITY REQUIREMENTS FOR A MASS

NOTIFICATION SYSTEM PER UFC 4-021-01.

NFPA 101, CHAPTER 43, MODIFICATION THE EXISTING BUILDING WILL HAVE AN EXISTING ADDITION TO THE MAIN BUILDING

REMOVED, AS WELL AS THE REMOVAL OF A SEGMENT OF THE NE EXTERIOR WALL AND

A SECTION OF INTERIOR WALL ABOUT 20 FT LONG WITHIN THE EXISTING

SHOP/STORAGE AREA. NONE OF THESE MODIFICATION WILL AFFECT THE REMAINING

EXISTING BUILDING FLOOR AREA.

NFPA 101, CHAPTER 43, RECONSTRUCTION N/A

UFC 3-600-01: 34-1.2.8 THE AREA OF THE MODIFICATION WITHIN THE EXISTING REMAINING BUILDING IS

NEGLIBILE IN AREA.

UFC 3-600-01:34-1.2.9 N/A

NFPA 101, CHAPTER 43, ADDITION THE ADDITION SHALL BE SPRINKLERED THROUGHOUT AS REQUIRED BY UFC 3-600-01

SECTION 9-7.2.4. THE FIRE ALARM SYSTEM WILL ALSO BE EXTENDED TO COVER THE

ENTIRE ADDITION.

C. CHANGE IN USE CATEGORY: N/A

UFC 3-600-01:34-1.3

D. VACANT BLDG. CATEGORY: N/A

UFC 3-600-01:34-1.4

E. PHASED PROJECTS: N/A

UFC 3-600-01:34-2

F. COOKING AREAS: N/A

UFC 3-600-01:34-3

G. ELECTRONIC EQUIPMENT AREAS: N/A

UFC 3-600-01:34-5

H. AUTOMATIC SPRINKLER SYSTEMS: EXISTING BUILDING AND ADDITION SHALL BE SPRINKLERED THROUGHOUT PER UFC

3-600-01 SECTIONS 9-7.2.4 AND 9-7.2.1.1.

UFC 3-600-01: 34-1.2.6 & 9-7.2

I. FIRE ALARM SYSTEM:

THE EXISTING BUILDING HAS A FIRE ALARM MASS NOTIFICATION SYSTEM (FA/MNS),

BUT DUE TO THE FACT THAT THE EXISTING SYSTEM IS CURRENTLY PROVIDED WITH A