EIE423-DWGS-RTA.pdf

907.452.1414 | AECC605

1028 Aurora Drive, Fairbanks, Alaska 99709

US AIR FORCE

DESIGN COMPLETE

FOR CONSTRUCTION,

BY:

RENOVATE NOSE DOCK 1,

BUILDING. 1120

PROJECT NUMBER:FTQW 17-1009

PACIFIC AIR FORCES,

354 CIVIL ENGINEER SQUADRON,

EIELSON AFB, ALASKA

MARCH 27, 2018

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MARCH 27, 2018

DESIGN COMPLETE, FOR CONSTRUCTION, MARCH 27, 2018

S-702 CANOPY ELEVATIONS AND DETAILS

S-701 CANOPY PLANS

S-510 DECK DETAILS

S-509 EXISTING BEAM UPGRADE DETAILS

S-508 STEEL TRUSS CONNECTIONS

S-507 STEEL BRACING DETAILS

S-506 STEEL BRACING DETAILS

S-505 STEEL DETAILS

S-504 STEEL DETAILS

S-503 STEEL DETAILS

S-502 FOUNDATION UPGRADES

S-501 CONCRETE DETAILS

S-403 MECHANICAL MEZZANINE PLAN AND DETAILS

S-402 LEVEL 3&4 - STAIRWAY FRAMING PLANS

S-401 LEVEL 1&2 - MEZZANINE PLANS

S-208 NEW BRACE FRAME AND TRUSS ELEVATION

S-207 NEW BRACE FRAME AND TRUSS ELEVATION

S-206 BUILDING SECTIONS

S-205 NEW BRACING ELEVATIONS

S-204 TRUSS MODIFICATION ELEVATION @ GRID 8 & 9

S-203 TRUSS MODIFICATION ELEVATION @ GRID 7 & 10

S-202 TRUSS MODIFICATION ELEVATION @ GRID 5 & 12

S-201 TRUSS MODIFICATION ELEVATION @ GRID 3 & 14

S-106 LEVEL 4 - AREA B - ROOF FRAMING

S-105 LEVEL 4 - AREA A - ROOF FRAMING

S-104 LEVEL 1 - AREA B - FOUNDATION PLAN

S-103 LEVEL 1 - AREA A - FOUNDATION PLAN

S-102 LEVEL 1 - OVERALL FOUNDATION PLAN

S-101 OVERALL DEMOLITION PLAN

S-002 GENERAL NOTES

S-001 GENERAL NOTES

STRUCTURAL

C-102 DETAILS

C-101 SITEPLAN & DETAILS

CIVIL

V-101 SURVEY CONTROL

SURVEY

G-201 LIFE SAFETY ELEVATION PLANS

G-103 OCCUPANT AND EGRESS LOADS

G-102 CLASSIFIED AREA PLAN

G-101 LIFE SAFETY PLANS

G-003 LIFE SAFETY

G-002 LIFE SAFETY

G-001 SHEET INDEX

G-000 COVER SHEET

GENERAL

T-500 COMMUNICATIONS DETAILS

T-404 ELEMENTARY COMMUNICATIONS ELEVATION

T-403 COMMUNICATIONS PLAN - LEVEL 2 & LEVEL 3

T-402 COMMUNICATIONS PLAN - LEVEL 1 - AREA B

T-401 COMMUNICATIONS PLAN - LEVEL 1 - AREA A

T-400 COMMUNICATIONS PLAN - LEVEL 1 - OVERALL

T-103 COMMUNICATIONS DEMOLITION PLAN - EAST & WEST MEZZANINE

T-102 COMMUNICATIONS DEMOLITION PLAN - LEVEL 1 - AREA B

T-101 COMMUNICATIONS DEMOLITION PLAN - LEVEL 1 - AREA A

T-100 COMMUNICATIONS DEMOLITION PLAN - LEVEL 1 - OVERALL

T-001 COMMUNICATIONS LEGEND AND NOTES

COMMUNICATIONS

E-502 ELECTRICAL PANEL SCHEDULES

E-501 ELECTRICAL PANEL SCHEDULES

E-400 ELECTRICAL ONE-LINE DIAGRAM

E-303 POWER PLAN - LEVEL 2 & LEVEL 3

E-302 POWER PLAN - LEVEL 1 - AREA B

E-301 POWER PLAN - LEVEL 1 - AREA A

E-300 POWER PLAN - LEVEL 1 - OVERALL

E-203 LIGHTING PLAN - LEVEL 2 & LEVEL 3

E-202 LIGHTING PLAN - LEVEL 1 - AREA B

E-201 LIGHTING PLAN - LEVEL 1 - AREA A

E-200 LIGHTING PLAN - LEVEL 1 - OVERALL

E-110 DEMOLITION ONE-LINE DIAGRAM

E-103 ELECTRICAL DEMOLITION PLAN - EAST & WEST MEZZANINE

E-102 ELECTRICAL DEMOLITION PLAN - LEVEL 1 - AREA B

E-101 ELECTRICAL DEMOLITION PLAN - LEVEL 1 - AREA A

E-100 ELECTRICAL DEMOLITION PLAN - LEVEL 1 - OVERALL

E-002 LUMINAIRE SCHEDULE

E-001 ELECTRICAL LEGEND AND NOTES

ELECTRICAL

M-713 MECHANICAL ROOM - ISOMETRIC VIEWS

M-712 MECHANICAL ROOM - ISOMETRIC VIEWS

M-711 PLUMBING ISOMETRICS

M-631 VENTILATION DIAGRAMS

M-622 STEAM STATION PIPING DIAGRAM

M-621 HEATING SYSTEM DIAGRAMS

M-611 PLUMBING DIAGRAMS

M-605 VENTILATION SCHEDULES

M-604 VENTILATION SCHEDULES

M-603 HYDRONIC SCHEDULES

M-602 HYDRONIC SCHEDULES

M-601 PLUMBING SCHEDULES

M-531 VENTILATION DETAILS

M-521 HEATING AND COOLING DETAILS

M-511 PLUMBING DETAILS

M-402 LARGE SCALE PLAN - MECHANICAL MEZZANINE

M-401 LEVEL 1 - LARGE SCALE PLAN - MECHANICAL ROOM

M-303 MECHANICAL ROOM SECTIONS

M-302 MECHANICAL BUILDING SECTIONS

M-301 MECHANICAL BUILDING SECTIONS

M-136 LEVEL 3 - AREA B - VENTILATION PLAN

M-135 LEVEL 3 - AREA A - VENTILATION PLAN

M-134 LEVEL 2 - AREA B - VENTILATION PLAN

M-133 LEVEL 2 - AREA A - VENTILATION PLAN

M-132 LEVEL 1 - AREA B - VENTILATION PLAN

M-131 LEVEL 1 - AREA A - VENTILATION PLAN

M-126 LEVEL 3 - AREA B - HYDRONIC PLAN

M-125 LEVEL 3 - AREA A - HYDRONIC PLAN

M-124 LEVEL 2 - AREA B - HYDRONIC PLAN

M-123 LEVEL 2 - AREA A - HYDRONIC PLAN

M-122 LEVEL 1 - AREA B - HYDRONIC PLAN

M-121 LEVEL 1 - AREA A - HYDRONIC PLAN

M-116 LEVEL 3 - AREA B - PLUMBING PLAN

M-115 LEVEL 3 - AREA A - PLUMBING PLAN

M-114 LEVEL 2 - AREA B - PLUMBING PLAN

M-113 LEVEL 2 - AREA A - PLUMBING PLAN

M-112 LEVEL 1 - AREA B - PLUMBING PLAN

M-111 LEVEL 1 - AREA A - PLUMBING PLAN

MD611 DEMOLITION MECHANICAL PIPING DIAGRAM

MD401 LEVEL 1 - LARGE SCALE DEMOLITION MECHANICAL ROOM

MD102 LEVEL 1 - AREA B - DEMOLITION MECHANICAL PLAN

MD101 LEVEL 1 - AREA A - DEMOLITION MECHANICAL PLAN

M-002 LEGENDS

M-001 MECHANICAL SYMBOL LEGEND AND ABBREVIATIONS

MECHANICAL

F-705 AS-BUILT REFERENCE DRAWING

F-704 AS-BUILT REFERENCE DRAWING

F-703 AS-BUILT REFERENCE DRAWING

F-702 AS-BUILT REFERENCE DRAWING

F-701 AS-BUILT REFERENCE DRAWING

F-501 FIRE ALARM GENERAL MATRIX

F-415 LEVEL 3 - LARGE SCALE FIRE PROTECTION PLAN

F-414 LEVEL 3 - LARGE SCALE FIRE PROTECTION PLAN

F-413 LEVEL 2 - LARGE SCALE FIRE PROTECTION PLAN

F-412 LEVEL 1 - LARGE SCALE FIRE PROTECTION PLAN

F-411 LEVEL 1 - LARGE SCALE FIRE PROTECTION PLAN

F-201 ELEVATION VIEWS

F-113 LEVEL 3 - FIRE PROTECTION PLAN

F-112 LEVEL 2 - FIRE PROTECTION PLAN

F-111 LEVEL 1 - FIRE PROTECTION PLAN

FIRE PROTECTION

No. Date Item

A-704 DETAILS

A-703 DETAILS

A-702 DETAILS

A-701 DETAILS

A-603 INTERIOR ELEVATIONS

A-602 STAIR SECTIONS

A-601 STAIR SECTIONS

A-503 WALL SECTIONS

A-502 WALL SECTIONS

A-501 WALL SECTIONS

A-402 BUILDING SECTIONS

A-401 BUILDING SECTIONS

A-301 EXTERIOR ELEVATIONS

A-207 REFLECTED CEILING PLAN

A-206 OVERALL REFLECTED CEILING PLAN

A-205 FLOOR PLANS

A-204 FLOOR PLANS

A-203 FLOOR PLANS

A-202 ROOF PLAN

A-201 OVERALL BUILDING PLAN

A-104 DEMOLITION WALL SECTIONS

A-103 DEMOLITION ELEVATIONS

A-102 DEMOLITION PLANS & RCPS

A-101 DEMOLITION PLAN

A-004 WINDOW TYPES

A-003 SCHEDULES

A-002 ASSEMBLIES

A-001 ABBREVIATIONS AND SYMBOLS

ARCHITECTURAL

1 INTRODUCTION

THE EIELSON NOSE DOCK 1 HANGAR - BUILDING 1120, WAS CONSTRUCTED IN 1954 AND IS CURRENTLY USED AS A WEATHER SHELTER, FOR SERVICING, AND FOR MAINTENANCE OF UP TO THREE HH-60G

PAVE HAWK HELICOPTERS.

FUEL SYSTEMS ARE NOT SERVICED WITHIN THIS FACILITY. AIRCRAFT PAINTING OPERATIONS ARE NOT DONE IN THIS FACILITY. NO SLEEPING ROOMS/AREAS ARE ALLOWED WITHIN THE HANGAR FACILITY.

UNDER DIRECTION OF THE AFCEC FIRE PROTECTION ENGINEER, FIRE PROTECTION SYSTEMS

UPGRADES SHALL NOT BE INCLUDED IN THE CURRENT PROJECT SCOPE “(INCLUDING CHANGING THE

PREACTION SYSTEM IN THE HANGAR TO AN AFFF SYSTEM)”.

FIRE PROTECTION SYSTEMS UPGRADES TO BE INCLUDED IN THIS PROJECT INVOLVE EXTENDING THE EXISTING SPRINKLERS INTO NEW OR REVISED SPACES AND EXTENDING THE EXISTING FIRE ALARM SYSTEM INTO NEW OR REVISED SPACES. THIS ANALYSIS IS IN SUPPORT A LIMITED FIRE AND LIFE

SAFETY SYSTEMS EXTENSION, WHERE SPACES ARE ADDED OR RECONFIGURED.

THE FACILITY LIFE SAFETY SYSTEMS ARE PLANNED TO BE BROUGHT UP TO CODE AT A FUTURE DATE.

2 CODES

THIS ANALYSIS IS BASED ON COMPLIANCE WITH EXISTING CONSTRUCTION REQUIREMENTS. CURRENT

EDITIONS OF EACH REFERENCED CODE FOR EXISTING CONSTRUCTION ARE APPLICABLE.

· EIELSON AFB FIRE SYSTEMS STANDARDS (2016), 354TH CIVIL ENGINEER SQUADRON, ALARM

MAINTENANCE SHOP (APPENDIX 9 OF THE FTQW 17-1009 STATEMENT OF WORK)

· ETL 98-8 (CHANGE 1): FIRE PROTECTION ENGINEERING CRITERIA – EXISTING AIRCRAFT FACILITIES

25 JUNE 1998

· ENGINEERING AND CONSTRUCTION BULLETIN 2015-17, (ISSUED SEPTEMBER 1, 2015, EXPIRES

SEPTEMBER 1, 2017)

· EM 385-1-1, SAFETY AND HEALTH REQUIREMENTS MANUAL (2014)

· IBC, INTERNATIONAL BUILDING CODE (2015) AS MODIFIED BY UFC 1-200-01

· NFPA 13, INSTALLATION OF AUTOMATIC SPRINKLER SYSTEMS (2016)

· NFPA 16, INSTALLATION OF FOAM-WATER SPRINKLER AND FOAM-WATER SPRAY SYSTEMS (2015)

· NFPA 20, STATIONARY FIRE PUMPS (2016)

· NFPA 70, NATIONAL ELECTRICAL CODE (2017)

· NFPA 72, FIRE ALARM AND SIGNALING CODE (2016)

· NFPA 101, LIFE SAFETY CODE (2015) AS MODIFIED BY UFC 1-200-01

· NFPA 409, AIRCRAFT HANGARS (2016) FOR GROUP I HANGARS

· UFC 1-200-01, DOD BUILDING CODE (GENERAL BUILDING REQUIREMENTS), 20 JUNE 2016

· UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES, 8 AUGUST 2016

· UFC 3-600-01 SECTION 4-3 REFERENCES UFC 4-211-01. UFC 4-211-01 HAS NOT BEEN PUBLISHED AS OF NOVEMBER, 2016 NOR PROVIDED FOR THE PROJECT IN DRAFT FORM. UFC 4-211-01N APPLIES TO NAVY

AND MARINE FACILITIES AND IS, THEREFORE, NOT APPLICABLE IN TO THIS PROJECT.

· UFC 4-010-01, DOD ANTITERRORISM STANDARDS FOR BUILDINGS (9 FEBRUARY 2012 CHANGE 1, 1 OCTOBER 2013)

· UFC 4-021-01, DESIGN AND O&M: MASS NOTIFICATION SYSTEMS (9 APRIL 2008, CHANGE 1, JANUARY 2010)

· ETL 02-15 FIRE PROTECTION ENGINEERING CRITERIA – NEW AIRCRAFT FACILITIES DECEMBER 3, 2002 DOES NOT APPLY AS ETL 02-15 SECTION 3.6 SPECIFICALLY EXCLUDES EXISTING MAINTENANCE

HANGARS WITH SUPPRESSION SYSTEMS.

3 BUILDING CODE ANALYSIS

ACTUAL HEIGHT: 49 FT.

ACTUAL AREA: 24,660 SF FIRST STORY FOOT PRINT, 20,217 SF HANGAR BAY AREA

3.1 IBC CHAPTER 5

OCCUPANCY:

S-1 MODERATE HAZARD STORAGE, AIRCRAFT HANGAR (SERVICE AND REPAIR) WITH SUPPORT AREAS (OFFICES, LOCKER ROOM, CONFERENCE ROOM, BREAK ROOM, BATHROOMS, STORAGE, MECHANICAL AND ELECTRICAL ROOMS). THERE ARE NO MEZZANINES CURRENTLY IN THE FACILITY, AS DEFINED BY IBC EVEN THOUGH THERE ARE “MEZZANINES” DESCRIBED IN THE AS-BUILT DRAWINGS. THOSE AREAS

ARE ELEVATED, ENCLOSED OFFICE, CONFERENCE, AND BREAK ROOM AREAS, SUPPORTING THE

FUNCTION OF THE HANGAR.

CONSTRUCTION TYPE:

IIB (000), CONSTRUCTED IN 1954. INTERIOR HANGAR COLUMNS ARE UNPROTECTED STEEL. THE INTERIOR SEPARATIONS BETWEEN OFFICE AREAS AND THE HANGAR ARE NON-FIRE RATED WALLS, FLOORS, AND WINDOWS.

EXTERIOR WALL OPENINGS:

LESS THAN 30 FT., UNLIMITED UNPROTECTED OPENINGS

SUPPRESSION:

THE ENTIRE FACILITY IS FULLY PROTECTED BY CLOSED HEAD, WET AND DRY PIPE PREACTION AUTOMATIC WATER SPRINKLER SYSTEM. PREACTION ZONES ARE SUPERVISED BY COMPRESSED AIR VIA ON-SITE COMPRESSOR. THE HANGAR HAS TWO OVERHEAD PREACTION ZONES, PRESSURIZED BY A FIRE PUMP ON THE MAIN HANGAR FLOOR. THE FIRE PUMP IS NECESSARY AS THE EXISTING WATER PRESSURE TO THE SITE IS INADEQUATE FOR EXISTING SPRINKLER SYSTEM DEMAND. THE OFFICE

AREAS ON EACH END OF THE HANGAR ARE IN SEPARATE SPRINKLER ZONES.

AREA:

EVEN THOUGH THE ACCESSORY OCCUPANCIES OF THE HANGAR BAY ARE NOT REQUIRED TO BE

SEPARATED FROM THE HANGAR BAY PER IBC 508.2.4, NFPA 409 REQUIRES 1-HOUR SEPARATION OF ALL SPACES WITHIN THE HANGAR BAY. ALSO, DIRECT EXTERIOR EGRESS IS REQUIRED FROM THE ELEVATED, SEPARATED SPACES DUE TO EGRESS TRAVEL DISTANCE LIMIT OF 75 FEET AND EXIT TRAVEL THROUGH

THE HANGAR AREA FROM THE OFFICE AREA IS NOT ALLOWED BY IBC AND NFPA 101.

IBC SECTION 508.4 REQUIREMENTS APPLY FOR SEPARATED OCCUPANCIES TO DETERMINE TABULAR AREA

FOR CALCULATIONS. S-1 IS MOST RESTRICTIVE PER IBC 508.4 SEPARATED OCCUPANCIES.

ALLOWABLE AREA:

(AA) = [AT + (NS X IF)]

AT = 52,500 (GROUP S-1, TYPE IIB CONSTRUCTION)

NS = 17,500 (IBC TABLE 506.2)

FRONTAGE INCREASE (IBC 506.3)

IF = [F/P-0.25]W/30

F/P = 0.75 DUE TO LIMITED ACCESS ON AIRFIELD SIDE

WIDTH LIMITS (IBC 506.3)

W = 30 (W LIMITED TO 30 FEET)

IF = [1 - 0.25] 30/30

IF = 0.5

ALLOWABLE AREA PER STORY, FULLY SPRINKLERED, WITH FRONTAGE INCREASE:

AA = [52,500 + (17,500 X 0.5)]

AA = 61,250 SF

ACTUAL AREA:

24,660 SF FIRST STORY FOOT PRINT, 20,217 GROSS SF HANGAR BAY AREA

HEIGHT:

IBC SECTION 504.1 EXCEPTION FOR UNLIMITED HEIGHT OF A ONE-STORY SPRINKLERED HANGAR DOES NOT APPLY AS THIS HANGAR IS NOT A ONE-STORY HANGAR. THE SECOND STORY OFFICE AND BREAK ROOM

AREAS MAKE THIS A TWO-STORY FACILITY.

ALLOWABLE HEIGHT (ABOVE GRADE PLANE): 75 FT., FULLY SPRINKLERED, 3 STORIES

ACTUAL HEIGHT: 49 FT. (2 CURRENT LEVELS, GRADE AND OFFICE LEVEL)

SEPARATION OF FIRE AREAS WITHIN BUILDING:

NO FIRE RESISTIVE RATED SEPARATION REQUIRED BY IBC BETWEEN S-1 MODERATE HAZARD AND

BUSINESS USE AREAS. THE SINGLE BAY HANGAR AREA IS ONE FIRE AREA.

3.2 NFPA 409 AND ETL 98-8

OCCUPANCY CLASSIFICATION:

GROUP I AIRCRAFT HANGAR, AIRCRAFT ACCESS DOOR HEIGHT IN EXCESS OF 28 FT. (NFPA 409 SECTION 4.1.1(1))

ACTUAL HANGAR BAY AREA: 20,217 SF

NFPA 409 TABLE 4.1.2: CONSTRUCTION TYPE II (000)

SUPPRESSION:

THE EXISTING PREACTION SPRINKLER SYSTEMS AND WET PIPE SYSTEM SHALL REMAIN AND BE EXTENDED INTO NEW AND RECONFIGURED SPACES. DENSITY PER SPACE IS INDICATED ON "F" SHEETS IN THIS

PACKAGE.

DOOR HEIGHT: NOT LIMITED.

ACTUAL: HANGAR BAY AIRCRAFT DOOR OPENING IS APPROXIMATELY 30 FEET IN HEIGHT.

SEPARATION OF BUILDINGS:

CLEAR SPACE BETWEEN NOSE DOCK 1 (BUILDING 1120) AND NOSE DOCK 2 (BUILDING 1121) IS OVER 50 FEET (NFPA 409 TABLE 5.3.1, 50 FT. MINIMUM FOR CONSTRUCTION TYPE II (000) SINGLE HANGAR BUILDING

CLEAR SPACE SEPARATION).

NFPA 409 REQUIRES 1-HOUR FIRE RESISTIVE RATED SEPARATION BETWEEN HANGAR BAY AREA AND OFFICE, BREAK ROOM, AND CONFERENCE ROOM AREA. NOTE THE FOLLOWING G SHEETS AND A SHEETS FOR WALL RATINGS AS PROVIDED BY THIS LIMITED SCOPE PROJECT. NEW 1-HOUR RATED HALLWAYS

HAVE BEEN ADDED TO PROVIDE PROTECTION OF EXIT PATH, TO THE EXTERIOR.

3.3 NFPA 101 SECTION 43

PER NFPA 101 SECTION 43.1.2.4, HISTORIC BUILDINGS UNDERGOING REHABILITATION SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 101 SECTION 43.10. HOWEVER, THE SCOPE OF THIS PROJECT IS TO MAINTAIN THE EXTERIOR HISTORIC APPEARANCE OF THE FACILITY. THIS PROJECT IS NOT REQUIRED TO MAINTAIN THE HISTORIC NATURE OF THE INTERIOR SYSTEMS, FUNCTION OR CONFIGURATION OF THE FACILITY.

THEREFORE NFPA 101 SECTION 43.10 DOES NOT APPLY.

4 CLASSIFICATION OF OCCUPANCY (BOTH IBC AND NFPA)

4.1 IBC SECTION 311

MODERATE HAZARD STORAGE, S-1, AIRCRAFT HANGAR (STORAGE AND REPAIR) IN ACCORDANCE WITH UFC 1-200-01 SECTION 2-4, IBC CHAPTER 4 DOES NOT APPLY AND UFC 3-600-01 TAKES PRECEDENCE. (DO NOT APPLY IBC 2015 SECTION 412.4, AIRCRAFT HANGAR, TYPE IIB CONSTRUCTION (000) AND IBC TABLE 412.4.6.)

4.2 NFPA 409 SECTION 4.1.2 AND ETL 98-8

GROUP I AIRCRAFT HANGAR

NO PAINTING OR FUEL SYSTEMS SERVICE IS DONE WITHIN THE HANGAR BAY. NO SLEEPING ROOMS OR

AREAS ARE ALLOWED WITHIN THE FACILITY.

4.3 NFPA 101 SECTION 40 FOR GENERAL INDUSTRIAL AND 40.6 FOR AIRCRAFT SERVICING HANGARS

GENERAL INDUSTRIAL OCCUPANCY - AIRCRAFT SERVICING HANGARS USED FOR MAINTENANCE AND

SERVICE.

4.4 UFC 3-600-01 SECTION 4-3.1

AIRCRAFT HANGARS: FOR FIXED WING AND ROTARY WING AIRCRAFT FUEL CELL MAINTENANCE FACILITIES, ALERT, STORAGE, DEPOT-LEVEL AND GENERAL-PURPOSE MAINTENANCE HANGARS COMPLY WITH UFC 4-211-01. (UFC 4-211-01 DOES NOT EXIST AS OF 22 NOVEMBER 2016.) THEREFORE, THE REMAINING

REFERENCED CODES HEREIN APPLY.

5 COMPARTMENTATION AND SPECIAL HAZARD PROTECTION

REQUIREMENTS FOR FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE

PARTITIONS, COMPARTMENTATION AND SPECIAL HAZARD PROTECTION (BOTH HORIZONTAL AND

VERTICAL). INCLUDE THE ASSOCIATED FIRE RESISTANCE RATING.

5.1 IBC SECTION 6

TYPE IIB CONSTRUCTION – FIRE RESISTANCE RATING OF 0,0,0 (IBC TABLE 601 & 602)

PRIMARY STRUCTURAL: 0 HOURS

EXTERIOR BEARING WALLS: 0 HOURS

NONBEARING EXTERIOR WALLS PER IBC TABLE 602

NORTH: 0 HOURS (CLEAR SEPARATION >30')

WEST: 0 HOURS (CLEAR SEPARATION >30')

SOUTH: 0 HOURS (CLEAR SEPARATION >30')

EAST: 0 HOURS (CLEAR SEPARATION >30')

NONBEARING INTERIOR WALLS: 0 HOURS

FLOOR CONSTRUCTION: 0 HOURS

ROOF CONSTRUCTION: 0 HOURS

5.2 NFPA 409 SECTION 5 (AND ETL 98-8)

INTERNAL SEPARATIONS (NFPA 409 SECTION 5.2.3 AND ETL 98-8 A1.1.2.2): 1-HOUR MINIMUM FIRE

RESISTIVE RATED SEPARATION BETWEEN HANGAR AND ALL OTHER AREAS (SHOPS, PARTS

STORAGE, OFFICE, BREAK ROOM, LOCKER ROOM, BATHROOM, CONFERENCE ROOMS, ETC.)

CURRENT CONSTRUCTION DOES NOT APPEAR TO COMPLY WITH THE 1-HOUR SEPARATION

REQUIREMENT ABOVE GRADE LEVEL. INTERIOR 1-HOUR RATED HALLWAYS ARE BEING ADDED AT

GRADE LEVEL TO PROTECT THE PATH TO EXTERIOR DOORS.

HANGAR BAY COLUMN PROTECTION (NFPA 409 SECTION 5.6): AS THE STRUCTURE IS BEING

UPGRADED, HANGAR STRUCTURAL COLUMNS SUPPORTING THE ROOF SHALL HAVE A MINIMUM 2-

HOUR FIRE RESISTIVE RATING OR THE COLUMNS SHALL HAVE AUTOMATIC FIXED WATER OR FOAM- WATER PROTECTION IN ADDITION TO THE CEILING MOUNTED SPRINKLERS. THERE IS NO APPARENT

RATING OR COLUMN PROTECTION CURRENTLY. COLUMN WRAP OR COATING IS RECOMMENDED

OVER FIXED SPRAY PROTECTION.

5.3 UFC 3-600-01 SECTION 9 AND NFPA 20 SECTION 4.13

UFC 3-600-01 SECTION 9 AND NFPA 20 SECTION 4.13 REQUIRE A 1-HOUR FIRE RESISTIVE RATED

ENCLOSURE FOR THE FIRE PUMP ROOM. THAT IS INCLUDED IN THIS PROJECT.

THE FIRE PUMP ROOM SHALL BE ACCESSIBLE BY A DOOR DIRECTLY TO THE OUTSIDE. IF NOT

WAIVED BY THE AUTHORITY HAVING JURISDICTION, AN EXTERIOR FIRE PUMP ROOM DOOR SHALL BE

INCLUDED IN THE FUTURE FIRE AND LIFE SAFETY SYSTEMS UPGRADE.

6 HORIZONTAL AND VERTICAL PENETRATIONS AND OPENINGS – FIRE RESISTANCE RATING

6.1 NFPA 409 SECTION 5.2.3

A 1-HOUR MINIMUM FIRE RESISTIVE RATED SEPARATION IS REQUIRED BETWEEN THE HANGAR BAY

AND ALL OTHER AREAS (SHOPS, PARTS STORAGE, OFFICE, BREAK ROOM, LOCKER ROOM,

BATHROOM, CONFERENCE ROOMS, ETC.) WITH OPENINGS PROTECTED BY LISTED FIRE DOORS OR SHUTTERS HAVING A MINIMUM FIRE RESISTANCE RATED OF 45 MINUTES. THE NEW GRADE LEVEL

ROOMS AND CORRIDORS SHALL PROVIDE COMPLIANCE WITH THESE REQUIREMENTS.

7 SEPARATION FROM HAZARDS

ALL ELECTRICAL EQUIPMENT IN THE AIRCRAFT HANGAR SHALL COMPLY WITH NFPA 70, NATIONAL

ELECTRICAL CODE, BASED ON THE CURRENT INSTALLATION CRITERIA.

ETL 98-8: FIRE PROTECTION ENGINEERING CRITERIA FOR EXISTING AIRCRAFT FACILITIES INDICATES

“ENSURE ALL ELECTRICAL EQUIPMENT IN THE AIRCRAFT HANGAR COMPLIES WITH NFPA 70,

NATIONAL ELECTRICAL CODE, BASED ON THE ORIGINAL INSTALLATION CRITERIA.”

THE UPGRADED SEPARATIONS AND REQUIREMENTS NOTED ON SHEET G-102 OF THIS PACKAGE

PROVIDE COMPLIANCE WITH THIS CRITERIA.

AIRCRAFT FUEL SYSTEMS ARE NOT SERVICED WITHIN THIS FACILITY. PAINTING OPERATIONS ARE

NOT PERFORMED WITHIN THIS FACILITY.

THIS FACILITY DOES NOT HAVE LANDING GEAR PITS, DUCTS, OR TUNNELS LOCATED BELOW FLOOR

LEVEL. (NFPA 409 SECTION 5.9)

8 INTERIOR FINISH RATINGS PER NFPA 101

ANY NEW INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASS A, CLASS B, OR CLASS C IN OPERATING AREAS. ANY NEW INTERIOR FLOOR FINISHES IN EXIT ENCLOSURES AND IN EXIT

ACCESS CORRIDORS SHALL BE CLASS I OR CLASS II.

9 MEANS OF EGRESS PROVISIONS AND COMPONENTS

THE FACILITY WILL REMAIN IN COMPLIANCE AT THE COMPLETION OF THE UPGRADES DESCRIBED

HEREIN.

9.1 EGRESS CAPACITY:

DOORS:

0.2 INCHES/PERSON

34-INCH CLEAR WIDTH DOOR (TYPICAL FOR SITE)

170 PERSON EXIT CAPACITY PER 34-INCH CLEAR WIDTH DOOR (TYPICAL FOR SITE)

STAIRWAYS:

0.3 INCHES/PERSON

MINIMUM 36-INCH CLEAR WIDTH STAIRWAY (TYPICAL FOR SITE)

120 PERSON EXIT CAPACITY PER MINIMUM 36-INCH WIDE STAIR

ARRANGEMENT OF MEANS OF EGRESS (NFPA 101 TABLE 40.2.5.1, GENERAL INDUSTRIAL

OCCUPANCY, SPRINKLERED):

DEAD END CORRIDOR: MAXIMUM 50 FT - NOT EXCEEDED.

COMMON PATH OF TRAVEL: MAXIMUM 100 FT - NOT EXCEEDED.

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No. Date Item

9.2 EXISTING OCCUPANT LOAD PER NFPA 101:

(IBC CHAPTER 10 IS SUPERSEDED BY UFC 3-600-01 WHICH REFERENCES NFPA 101)

9.2.1 BUSINESS USE: OFFICES, LOCKER ROOM, BATHROOMS, BREAK ROOM AND CONFERENCE ROOM

AREAS UNDER 750 SF

OCCUPANT LOAD FACTOR: 100 GROSS SF/PERSON (NFPA 101 TABLE 7.3.1.2 OCCUPANT LOAD

FACTOR)

• PLAN NORTHEAST CORNER, 3RD FLOOR - 745 GROSS SF. OCCUPANT LOAD: 8 PERSONS. PRIMARY

EXIT WITHIN 75 FT. LIMIT FROM 2ND FLOOR DIRECT TO EXTERIOR STAIRS. EGRESS CAPACITY OF

STAIRS: 120 PERSONS / STAIR WITH 36-INCH CLEAR WIDTH. ADEQUATE CAPACITY.

• PLAN NORTHEAST CORNER, 3RD FLOOR (BREAK ROOM AREA) - 761 GROSS SF. OCCUPANT LOAD: 8 PERSONS. PRIMARY EXIT WITHIN 75 FT. LIMIT FROM 3RD FLOOR DIRECT TO EXTERIOR STAIRS.

EGRESS CAPACITY OF STAIRS: 120 PERSONS / STAIR WITH 36-INCH CLEAR WIDTH. ADEQUATE

CAPACITY.

• PLAN NORTHWEST CORNER, 2ND FLOOR (SIPR AREA) - 748 GROSS SF. OCCUPANT LOAD: 8

PERSONS. PRIMARY EXIT WITHIN 75 FT. LIMIT FROM 1ST FLOOR DIRECT TO EXTERIOR STAIRWELL AND EXTERIOR DOOR. EGRESS CAPACITY OF STAIRS: 120 PERSONS / STAIR WITH 36-INCH CLEAR WIDTH.

ADEQUATE CAPACITY.

• PLAN NORTHWEST CORNER, 1ST FLOOR - 706 GROSS SF. OCCUPANT LOAD: 7 PERSONS. PRIMARY EXIT WITHIN 75 FT. LIMIT FROM 1ST FLOOR DIRECT TO EXTERIOR STAIRWELL AND EXTERIOR DOOR.

EGRESS CAPACITY PER DOOR: 170 PERSONS / 34-INCH CLEAR WIDTH DOOR. ADEQUATE CAPACITY.

• 1ST FLOOR BATHROOMS, LOCKER ROOM, STORAGE, MECHANICAL ROOM, TWO ELECTRICAL ROOMS

- 1091 GROSS SF. OCCUPANT LOAD: 11 PERSONS. EXITS: ALL ROOMS HAVE EXTERIOR PRIMARY EXIT DOORS EXCEPT THE BATHROOM WHICH EXITS VIA HANGAR BAY PATH TO ONE OF THE 34-INCH

EXTERIOR DOORS EGRESS CAPACITY PER DOOR: 170 PERSONS / 34-INCH CLEAR WIDTH DOOR.

ADEQUATE CAPACITY.

EXITS FROM THE HANGAR SUPPORT AND BUSINESS USE AREAS MEET THE CAPACITY AND TRAVEL DISTANCE LIMITS REQUIRED. NFPA 101 SECTION 40.6 SPECIAL PROVISIONS FOR AIRCRAFT SERVICING

HANGARS HAVE BEEN MET.

9.2.2 GENERAL INDUSTRIAL USE: HANGAR BAY

OCCUPANT LOAD FACTOR: 500 GROSS SF/PERSON (UFC 3-600-01 TABLE 10-1)

HANGAR BAY - 20,217 GROSS SF (DOES NOT INCLUDE BUILT-IN STORAGE CAGE AREAS OR OFFICE

AREAS). OCCUPANT LOAD: 41 PERSONS

EXITS: FIVE EXTERIOR 34-INCH CLEAR WIDTH EXIT DOORS EVENLY SPACED AROUND THE BUILDING

PERIMETER OF THE HANGAR BAY NORTH, EAST, AND SOUTH WALLS.

EGRESS CAPACITY VIA HANGAR BAY EXTERIOR 34-INCH DOORS: 5 DOORS X 170 PERSONS PER

DOOR = 850 PERSONS. ADEQUATE CAPACITY.

THE CURRENT HANGAR BAY EXITS MEET THE CAPACITY AND TRAVEL DISTANCE LIMITS REQUIRED.

NFPA 101 SECTION 40.6 SPECIAL PROVISIONS FOR AIRCRAFT SERVICING HANGARS HAVE BEEN MET.

THE TOTAL OCCUPANT LOAD OF THE FACILITY AFTER RENOVATIONS UNDER THIS PROJECT IS (8+8+8

+7+11+41) = 83 PERSONS.

10 WATER SUPPLIES, WATER DISTRIBUTION, THE LOCATION OF FIRE HYDRANTS, FIRE FLOW

CALCULATIONS

CURRENT HYDRANT SPACING AND RELATED HOSE LAY PATHS AVAILABLE ARE IN COMPLIANCE WITH

UFC 3-600-01.

HYDRANT 222-10 IS AT NORTH CORNER OF BUILDING 1120 (2287 FLIGHTLINE DR.), BUT THE REPORT

SHOWS IT AS OUT OF SERVICE.

THE FOLLOWING FLOW DATA WAS ACQUIRED AT SITE ON 11 OCTOBER 2016 BY BASE STAFF.

• HYDRANT 222-20 IS AT EAST SIDE OF BUILDING 1120 AND 1121 (2287/2311 FLIGHTLINE DR.). FLOWED

HYDRANT 222-20, 56 PSI PITOT, 1,257 GPM. 63 PSI STATIC, 42 PSI RESIDUAL AT HYDRANT 232-10.

• HYDRANT 232-10 IS AT NORTHEAST SIDE OF BUILDING 1123 (FLIGHTLINE DR.). FLOWED HYDRANT

232-10, 52 PSI PITOT, 1,211 GPM. 63 PSI STATIC, 42 PSI RESIDUAL AT HYDRANT 222-20.

• HYDRANT 222-30 IS AT WEST SIDE BETWEEN BUILDING 1120/1121 ON RAMP (2287/2311 FLIGHTLINE

DR.). FLOWED HYDRANT 222-30, 48 PSI PITOT, 1,164 GPM. 63 PSI STATIC, 42 PSI RESIDUAL AT

HYDRANT 222-20.

11 LOCATION OF FIRE DEPARTMENT CONNECTIONS (FDC)

THE FDC IS LOCATED ON THE EAST FACE (PARKING LOT SIDE) OF THE BUILDING, NEAR THE

SOUTHEAST CORNER, NEXT TO THE FIRE PUMP TEST HEADER.

12 LOCATION OF POST INDICATOR VALVES (PIVS) AND OTHER CONTROL OR ISOLATION VALVES

THERE IS NO EXTERIOR ISOLATION VALVE FOR THE BUILDING SUCH AS A POST INDICATOR VALVE

(PIV). PIVS ARE NOT REQUIRED BY UFC 3-600-01.

A MONITORED OS&Y VALVE IN THE HEATED MECHANICAL ROOM AT THE 8-INCH MAIN WATER

SERVICE ENTRY FROM THE UTILIDOR SERVES AS THE BUILDING WATER DISCONNECT. THIS VALVE IS ACCESSIBLE ONLY BY THE EXTERIOR BOILER ROOM DOOR. THIS DISCONNECT METHOD COMPLIES

WITH UFC 3-600-01 SECTION 9-3.4.

18 SMOKE MANAGEMENT OR CONTROL METHODS

VENTILATION SHALL BE MAINTAINED AT MINIMUM AIR CHANGE LEVELS FOR HANGAR BAYS AND SPACES ADJACENT TO HANGAR BAYS IN ACCORDANCE WITH NFPA 409 FOR GROUP I HANGARS AND NFPA 101 BUSINESS OCCUPANCIES. NO ADDITIONAL SMOKE MANAGEMENT OR CONTROL METHODS ARE REQUIRED BY NFPA 101, NFPA 409, IBC, OR UFC.

THE EXISTING HVAC SYSTEM IS UNDERSTOOD TO PROVIDE REQUIRED AIR CHANGE AND AIR QUALITY MONITORING FOR THIS HANGAR, PROVIDED IT IS NOT USED FOR SERVICES FUEL SYSTEMS, REFUELING, OR PAINTING.

19 CONNECTION TO AND DESCRIPTION OF BASE FIRE ALARM REPORTING SYSTEM

THE EXISTING MONACO M-1 TRANSCEIVER CONNECTS THE BUILDING FIRE ALARM PANEL TO THE BASE REPORTING SYSTEM MONACO D-21 FIRE ALARM RECEIVING STATION. THIS IS A POINT TO POINT REPORTING SYSTEM. THE CONNECTION

APPEARED TO BE FUNCTIONING PROPERLY.

20 COORDINATION WITH SECURITY AND ANTITERRORISM REQUIREMENTS, INCLUDING CONNECTION TO INSTALLATION-WIDE

MASS NOTIFICATION SYSTEM

IN-BUILDING MASS NOTIFICATION IS NOT PART OF THIS PROJECT SCOPE, BUT IS INCLUDED IN FUTURE UPGRADE. SEE

SECTION 1 OF THIS ANALYSIS.

THE HANGAR IS WITHIN THE BASE PERIMETER AND SET BACK FROM BASE ACCESS ROADS. PARKING IS ALSO SET BACK FROM THE BUILDING PERIMETER ON THE PARKING LOT SIDE. THE AIRFIELD SIDE IS SECURED.

MASS NOTIFICATION IS SUPPORTED BY GIANT VOICE AT THIS FACILITY. OUTSIDE NOTIFICATION MORE THAN 16 FT FROM

THE BUILDING IS PROVIDED BY THE WIDE AREA MNS.

UFC 4-021-01 REQUIRES EXISTING FACILITIES TO BE UPDATED WITH IN-BUILDING MASS NOTIFICATION SYSTEMS (MNS). UFC 4-021-01 SECTION 5-3.1 “WHEN REPLACING A FACP IN A BUILDING WITHOUT AN EXISTING MNS, PROVIDE A COMBINATION MASS NOTIFICATION AND FIRE ALARM SYSTEM MEETING THE REQUIREMENTS FOR NEW CONSTRUCTION PROJECTS (SEE CHAPTER 4). WHEN INSTALLING A MNS IN A BUILDING WITH AN EXISTING SEPARATE FACP, REMOVAL OF BOTH SYSTEMS AND INSTALLATION OF A COMBINATION SYSTEM MEETING NEW CONSTRUCTION CRITERIA IS RECOMMENDED BUT NOT REQUIRED. CONSIDER THE AGE AND CONDITION OF THE FACP AND THE LIFE-CYCLE COSTS OF KEEPING THE EXISTING FACP WHEN DETERMINING WHETHER TO INSTALL A NEW COMBINED SYSTEM OR REMAIN WITH SEPARATE SYSTEMS.”

ARMY AND AIR FORCE INSTALLATIONS SHALL USE EXISTING CLEAR/WHITE STROBES FOR FIRE AND INSTALL AMBER

STROBES FOR MNS. NEW AMBER STROBES WILL BE MARKED WITH WORD “ALERT.”

UFC 4-010-01 SECTION 1-8.2.1 “IMPLEMENTATION OF THESE STANDARDS TO BRING ENTIRE INHABITED BUILDINGS INTO COMPLIANCE IS MANDATORY FOR ALL DOD BUILDING RENOVATIONS, MODIFICATIONS, REPAIRS, REVITALIZATIONS, AND RESTORATIONS WHERE PROJECT COSTS EXCEED 50% OF THE PLANT REPLACEMENT VALUE OF THE EXISTING BUILDING IN ACCORDANCE WITH UFC 3-701-01 BASED ON A BUILDING OF THE SAME SIZE EXCEPT AS OTHERWISE STATED IN THESE STANDARDS. THE 50% COST IS EXCLUSIVE OF THE COSTS IDENTIFIED TO MEET THESE STANDARDS. …”

UFC 4-010-01 EXEMPTION SECTION 1-9.1 FOR LOW OCCUPANCY BUILDINGS, DOES NOT APPLY AS THE OFFICE AND

CONFERENCE ROOM AREAS QUALIFY THE FACILITY AS AN INHABITED BUILDING.

21 FIRE DEPARTMENT ACCESS

PROVIDE ENCLOSURE / SNOW COVER TO PREVENT SNOW AND ICE ACCUMULATION AROUND FDC PER REQUEST FROM

BASE FIRE DEPARTMENT.

PROVIDE PROTECTION OF ENTRANCE PATH AND FDC ACCESS FROM ICE AND SNOW FALLING FROM ROOF EDGE ABOVE.

PROTECTION AND ENCLOSURE CAN BE PART OF THE EXTERIOR STAIR ENCLOSURE UPGRADE.

22 AHJ APPROVED EQUIVALENCIES OR EXEMPTIONS

NONE.

23 INITIAL, OR DRAFT, INTEGRATED PERFORMANCE VERIFICATION AND TESTING PLAN(S) WHERE MULTIPLE SYSTEMS ACROSS MULTIPLE TRADES RELY ON AN INTEGRATED OPERATION TO PERFORM THE DESIRED RESULT

INTEGRATE FIRE ALARM TESTING WITH SECURITY SYSTEM TESTING TO MINIMIZE OCCUPANT DISTRACTION AND HVAC

INTERRUPTION..

INTEGRATE SPRINKLER SYSTEM UPGRADES WITH DOMESTIC WATER SHUT OFF WHEN POSSIBLE.

SPRINKLER SYSTEM TESTING. THE SYSTEM, INCLUDING THE UNDERGROUND WATER MAINS, AND THE ABOVEGROUND PIPING AND SYSTEM COMPONENTS, SHALL BE TESTED IN ACCORDANCE WITH NFPA 13 AND NFPA 24 TO ASSURE THAT EQUIPMENT AND COMPONENTS FUNCTION AS INTENDED. UPON COMPLETION OF SPECIFIED TESTS, THE CONTRACTOR SHALL COMPLETE AND SUBMIT THE CONTRACTOR'S MATERIAL AND TEST CERTIFICATES. THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER’S REPRESENTATIVE TO INVITE FIRE ALARM SHOP PERSONNEL AND FIRE DEPARTMENT PERSONNEL TO WITNESS FINAL TESTING. FINAL TESTING SCHEDULE SHALL BE FLEXIBLE TO ACCOMMODATE FIRE ALARM

SHOP SCHEDULE.

FIRE ALARM TESTING. THE FIRE ALARM SYSTEMS SHALL BE FULLY TESTED WITH A FUNCTIONAL AND OPERATIONAL PERFORMANCE TESTS INCLUDING EACH INSTALLED INITIATING AND NOTIFICATION DEVICE, MEGGERING OF CONDUCTORS FOR GROUNDED, SHORTED OR OPEN CIRCUITS. AN ACCEPTANCE TEST SHALL BE PERFORMED IN ACCORDANCE WITH NFPA

72. EACH DEVICE SHALL BE TESTED. AFTER TESTING IS COMPLETED, THE CONTRACTOR SHALL FURNISH TO THE CONTRACTING OFFICERS REPRESENTATIVE COMPLETED ORIGINALS OF THE NFPA 72 RECORD OF COMPLETION AND THE NFPA 72 TESTING AND INSPECTION FORM. THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER’S REPRESENTATIVE TO INVITE FIRE ALARM SHOP PERSONNEL AND FIRE DEPARTMENT PERSONNEL TO WITNESS FINAL TESTING. FINAL TESTING SCHEDULE SHALL BE FLEXIBLE TO ACCOMMODATE FIRE ALARM SHOP SCHEDULE.

13 ANALYSIS OF AUTOMATIC SPRINKLER AND SUPPRESSION SYSTEMS AND OF PROTECTED AREAS

EXISTING SUPPRESSION CONSISTS OF WET PIPE SPRINKLERS WITH CLOSED PENDANTS AND UPRIGHTS IN THE HEATED OFFICE AREAS, BATHROOM, AND LOCKER ROOM. TWO DRY PIPE PREACTION ZONES PROTECT THE HANGAR BAY, ELECTRIC ROOMS, FIRE PUMP AREA, AND SPACES BELOW THE ELEVATED OFFICE AREAS.

THE SPRINKLER SYSTEM IS PRESSURIZED BY A PATTERSON CENTRIFUGAL SPLIT CASE FIRE PUMP WITH ELECTRIC DRIVER (6X5X17 SSC, SINGLE STAGE, SERIAL NO: FP-CO43843, 50 RATED BHP, 57.2 MAX BHP, MAX SUCTION 168 PSI, 1000 GPM, 1775RPM, 65 PSIG, 82 MAX PSIG, 45 PSIG 1.5 CAPACITY, 13.250 INCHES IMPELLER

DIAMETER).

ISOLATION OS&Y VALVES AROUND THE REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER SHOWED

SIGNS OF LEAKING AND CORROSION.

THE HANGAR BAY HAS AN EXPOSED STRUCTURE CEILING PEAKED AT A HEIGHT OF 47 FEET -11 INCHES ABOVE THE HANGAR FLOOR. THE MAJORITY OF THE HANGAR BAY HAS A CEILING SLOPE OF 2.75 IN 12. THE SLOPE ON THE AIRFIELD SIDE IS 12 IN 12 AND COVERS APPROXIMATELY 13 FEET OF HORIZONTAL DEPTH INTO THE BAY

ALONG THE LENGTH OF THE ENTIRE AIRFIELD WALL.

HANGAR BAY SPRINKLER SPACING SHALL NOT EXCEED 100 SF (NFPA 13 EXTRA HAZARD SPACING). THE CURRENT SPACING IS 130 SF OR LESS. BRANCH LINES SHALL NOT EXCEED 12 FT. SEPARATION.

THE EXISTING WATER SYSTEM TEST HEADER SHALL BE REMAIN.

THE EXISTING REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER SHALL REMAIN.

EXISTING SPRINKLER SYSTEM PIPING APPEARS TO COMPLY WITH ETL 98-8 AS IT ALL APPEARS TO BE

SCHEDULE 40 BLACK IRON.

14 STANDPIPE SYSTEMS

EXISTING STANDPIPES SERVE HOSE RACKS. HOSES HAVE BEEN REMOVED. EXISTING FIRE HOSE RACKS AND

MANUAL STATIONS SHALL BE REMOVED PER ETL 98-8 SECTION A3.1.2.

15 PORTABLE FIRE EXTINGUISHERS

ABC FIRE EXTINGUISHERS ARE PROVIDED THROUGHOUT AND APPEAR TO BE ADEQUATE, BUT PROPER

MOUNTING BRACKETS NEED REPLACEMENT OR CABINETS SHALL BE INSTALLED.

TWO EXISTING HALON 1211 150 LB WHEELED TANKS ARE PROVIDED IN HANGAR BAY. THESE TANKS SHALL

REMAIN, BUT ARE NOT REQUIRED.

16 FIRE DETECTION

EXISTING SPOT TYPE HEAT DETECTION IS LOCATED THROUGHOUT AND APPEARS TO BE SPACED PROPERLY.

(ETL 98-8 A3.3.2)

EXISTING SPOT TYPE SMOKE DETECTION IS LOCATED THROUGHOUT AND SPACED PROPERLY.

DUCT SMOKE DETECTORS ARE PROVIDED IN THE TWO DUCTS DOWNSTREAM OF HEAT RECOVERY VENTILATOR

TO HANGAR AND ADJACENT SPACES. SEE SHEET F-111.

DETECTION DEVICES APPEAR TO BE IN COMPLIANCE, BUT SHOULD BE CONSIDERED FOR REPLACEMENT IN

THE NEXT FIRE PROTECTION SYSTEMS UPGRADE FOR THE BUILDING.

ONE UV/IR FLAME DETECTOR IS INSTALLED IN THE HANGAR BAY. NO CHANGE IS REQUIRED UNDER THIS

PROJECT SCOPE.

17 FIRE ALARM SYSTEM

ETL 98-8 A3.7 REQUIRES REPLACEMENT OF ALL FIRE SUPPRESSION SYSTEM CONTROL PANELS OVER 20 YEARS OLD. THE EXISTING PANEL WAS INSTALLED APPROXIMATELY 16 YEARS AGO AND IS COMING UP FOR

REPLACEMENT. NO REPLACEMENT IS REQUIRED WITHIN THIS PROJECT SCOPE.

THE EXISTING FIRE ALARM CONTROL PANEL IS A SIMPLEX 4010 FIRE ALARM CONTROL PANEL WITH A MONACO ENTERPRISES M-1 TRANSCEIVER FOR REMOTE SUPERVISION. THESE PANELS ARE LOCATED IN THE BACK OF THE CENTER HANGAR AREA. TWO SEPARATE SUPPRESSION DISCONNECTS WERE MOUNTED ABOVE TO THE

SIMPLEX 4010 PANEL.

THE SIMPLEX 4010 SHOWED A TROUBLE AT THE TIME OF THE SITE OCTOBER 2016 SITE VISIT.

DOUBLE ACTION PULL STATIONS ARE LOCATED AT ALL BUILDING AND FLOOR EXITS AS REQUIRED.

HORNS AND CLEAR STROBES ARE LOCATED THROUGHOUT THE FACILITY, BUT WILL REQUIRE LOCATION

MODIFICATION AND ADDITIONAL DEVICES PER WALL ADDITIONS AND SHIFTS.

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G-201

TD = 35'8"

TD = 81'1" TOTAL

(25'+56'1")

TD, DE = 22'6"

TD = 33'6"

TD = 51'6"

TD = 174'4"

FEC

FEC

FEC

FEC

EXISTING MAIN

HANGAR

20217 SF

PJ GEAR

426 SF

OPEN OFFICE

602 SF

OFFICE

104 SF

NEW EXTERIOR

STAIR

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EXT. STORAGE

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EXT. ELECT

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FIRE PUMP

ROOM

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HALL

432 SF

MECH

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MENS

RESTROOM

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LOCKER ROOM

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TOOL CRIB

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SHOWER

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LIFE SAFETY LEGEND

DENOTES FIRE EXTINGUISHER CABINET

LOCATION

COMMON PATH OF TRAVEL

EGRESS TRAVEL DISTANCE

DEAD END

1-HOUR FIRE RESISTANCE RATED PARTITION

FEC

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1/16" = 1'-0"5

LIFE SAFETY PLAN

1/8" = 1'-0"1

LEVEL 2 - NEW

MEZZANINE CONFERENCE ROOM

1/8" = 1'-0"2

LEVEL 2 - NEW

MECHANICAL PLATFORM

1/8" = 1'-0"4

LEVEL 3 - BREAK ROOM

1/8" = 1'-0"3

LEVEL 3 - OFFICES

10' -2" TO 20'-8" FLOOR ELEVATION

10' -2" ELEVATION

20'-8" ELEVATION

20'-8" ELEVATION

LEVEL 1 0'-0" ELEVATION

SHEET NOTES

COLUMNS THAT SUPPORT HANGAR ROOF SHALL BE

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AIRCRAFT CURRENTLY IN HANGAR:

UP TO THREE HH-60G PAVE HAWK

HELICOPTERS

CLASS 1, DIVISION 2 FROM THE FLOOR

UP TO 18 INCHES ABOVE THE FLOOR.

CLASS 1, DIVISION 2 FROM THE FLOOR

UP TO 14 FEET - 2 INCHES ABOVE THE FLOOR

(BASED ON 5 FEET PLUS THE 9 FOOT - 2 INCH

HEIGHT OF THE PAVE HAWK HELICOPTER

POWER PLANT OBSERVED IN THE HANGAR).

LEGEND

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1/16" = 1'-0"1

ELECTRICAL CLASSIFIED AREA PLAN

NOTES

CLASSIFIED AREAS BASED ON THE FOLLOWING NFPA 70 ARTICLE 513.3 REQUIREMENTS:

(B) AREAS NOT CUT OFF OR VENTILATED. THE ENTIRE AREA OF THE

HANGAR, INCLUDING ANY ADJACENT AND COMMUNICATING AREAS

NOT SUITABLY CUT OFF FROM THE HANGAR, SHALL BE CLASSIFIED

AS CLASS 1, DIVISION 2 OR ZONE 2 LOCATION UP TO A LEVEL

450MM (18 IN.) ABOVE THE FLOOR.

(C) VICINITY OF AIRCRAFT.

(1) AIRCRAFT MAINTENANCE AND STORAGE HANGARS. THE AREA

WITHIN 1.5M (5 FT.) HORIZONTALLY FROM AIRCRAFT POWER

PLANTS OR AIRCRAFT FUEL TANKS SHALL BE CLASSIFIED AS

CLASS 1, DIVISION 2 OR ZONE 2 LOCATION THAT SHALL EXTEND

UPWARD FROM THE FLOOR TO A LEVEL 1.5M (5 FT.) ABOVE

THE UPPER SURFACE OF THE WINGS AND OF ENGINE ENCLOSURES.

DN

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HANGAR

20217 SF

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602 SF

OFFICE

104 SF

NEW EXTERIOR

STAIR

292 SF

EXT. STORAGE

76 SF

EXT. ELECT

76 SF

FIRE PUMP

ROOM

215 SFHALL

432 SF

MECH

218 SF

MENS

RESTROOM

229 SF

LOCKER ROOM

281 SF

TOOL CRIB

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WOMENS

RESTROOM

54 SF

WATER HEATER

8 SF

SHOWER

32 SF

D O

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DOOR

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D O

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DOOR

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X:XXX

OCCUPANT NUMBER

REQUIRED EXIT WIDTH

PROVIDED EXIT WIDTH (CLEAR)

OCCUPANT NUMBER

OCCUPANT LOAD FACTOR

LIFE SAFETY LEGEND

XX FT (XXFT)

TRAVEL DISTANCE (COMMON PATH)

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E S

S L

O A

D S

FTQW 17-1009

R E

N O

V A

T E

N O

S E

D O

C K

B

U

IL

D

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CAS

CB

MJL

MARCH 27, 2018

DESIGN COMPLETE, FOR CONSTRUCTION, MARCH 27, 2018

1/16" = 1'-0"5

OCCUPANT AND EGRESS LOADS

1/8" = 1'-0"1

LEVEL 2 - NEW OCCUPANT AND EGRESS

LOADS - CONFERENCE ROOM

1/8" = 1'-0"2

LEVEL 2 - NEW

MECHANICAL MEZZANINE

1/8" = 1'-0"3

LEVEL 3 - OFFICES

1/8" = 1'-0"4

LEVEL 3 - BREAK ROOM

Level 1 0' - 0"

Level 3 20' - 8"

Level 2 - New Mezzanine

10' - 2"

E D

TD=77'9"

TD=51'

Level 1 0' - 0"

Level 3 20' - 8"

Level 2 - New Mezzanine

10' - 2"

G F E

TD=38'9"

Level 1 0' - 0"

Level 3 20' - 8"

E

TD=108'2"

Level 1 0' - 0"

Level 3 20' - 8"

ED

TD=108'2"

LIFE SAFETY LEGEND

DENOTES FIRE EXTINGUISHER CABINET

LOCATION

COMMON PATH OF TRAVEL

EGRESS TRAVEL DISTANCE

DEAD END

1-HOUR FIRE RESISTANCE RATED PARTITION

FEC

CP=XX FT

TD=XX FT

DE=XX FT

SCALE:

.4

.1

A

E C

C

A u ro ra D ri v e

F a ir b a n k s A la s k a

P R

O J E

C T

S

H E

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DESIGN

DRAWN

CHECKED

DATE

PROJECT No.

SHEET NUMBER

C O

N S

U L

T A

N T

PLAN NORTH

8' 16'

1/8" = 1' - 0"

8' 16'

A B

REVISIONS

2 3 8 9 14 15

E

C

A

G

C

IV

IL

E N

G

IN

E E

R S

Q U

A D

R O

N

E

IE

L S

O N

A F

B A

L A

S K

A

/2

/2

:1 :1

P

M

G-201

L

IF

E S

A F

E T

Y E

L E

V A

T

IO

N P

L A

N S

FTQW 17-1009

R E

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C K

B

U

IL

D

IN

G

CAS

CB

MJL

MARCH 27, 2018

DESIGN COMPLETE, FOR CONSTRUCTION, MARCH 27, 2018

1/8" = 1'-0"1

LIFE SAFETY PLAN - NEW MEZZANINE

CONFERENCE ROOM AND OFFICES

1/8" = 1'-0"2

LIFE SAFETY PLAN - NEW MECHANICAL

MEZZANINE

1/8" = 1'-0"3

LIFE SAFETY PLAN - PUMP ROOM AND

BREAK ROOM

1/8" = 1'-0"4

LIFE SAFETY PLAN - BREAK ROOM

NOTES:

1. THE PURPOSE OF THIS SHEET IS TO PROVIDE SITE CONTROL FOR THE NOSE DOCK 1 RENOVATION PROJECT

AT EIELSON AIR FORCE BASE.

2. THE FIELD WORK FOR THIS SURVEY WAS CONDUCTED IN JANUARY AND FEBRUARY 2017. DUE TO HEAVY

SNOW COVER, SOME FEATURES MAY HAVE BEEN OBSCURED UNDER SNOW AT THE TIME OF THE SURVEY.

3. THE BASIS OF HORIZONTAL CONTROL IS PDC CONTROL POINT 1, A 2" ALUMINUM CAP WHOSE COORDINATES

WERE DERIVED FROM A 6 HOUR STATIC GPS OBSERVATION PROCESSED THROUGH THE NGS OPUS UTILITY.

THIS SURVEY IS IN THE NAD83 UTM NORTH ZONE 6 GRID COORDINATE SYSTEM. UNITS ARE U.S SURVEY

FEET.

4. THE BASIS OF VERTICAL CONTROL IS PDC CONTROL POINT 1, A 2" ALUMINUM CAP WHOSE ELEVATION WAS

DERIVED FROM A 6 HOUR STATIC GPS OBSERVATION PROCESSED THROUGH THE NGS OPUS UTILITY

INCORPORATING GEOID 12B. THE VERTICAL DATUM IS NAVD 88 IN U.S. SURVEY FEET.

5. TEMPORARY BENCHMARK AND SURVEY CONTROL ELEVATIONS WERE ESTABLISHED BY CLOSED

DIFFERENTIAL LEVEL LOOPS RUN FROM CONTROL POINT 1. ALL ERRORS OF CLOSURE WERE LESS THAN

0.05' TIMES THE SQUARE ROOT OF THE DISTANCE, IN MILES.

SET TEMPORARY BENCHMARK

SET SPIKE

SET REBAR WITH 2" CAP

FIRE HYDRANT

VERTICAL CONTROL TABLE

BENCHMARK NORTHING EASTING ELEVATION DESCRIPTION

23533087 1624312 539.03 CHISELED 'X' ON CONCRETE TRANSFORMER PADTBM 013117'A'

HORIZONTAL CONTROL TABLE

POINT

NORTHING

23533502.20

23533101.86

23533461.27

EASTING

1624085.09

1624316.54

1624099.31

DESCRIPTION

SET REBAR WITH 2" CAP (11798-S, 2017)

SET 8" SPIKE

SET REBAR WITH 2" CAP (11798-S, 2017)

B

U

I

L

D

I

N

G

B

U

I

L

D

I

FENCE LINE

HEAD BOLT

TELEPHONE POLE

OH

OVERHEAD POWER LINE

GUY LINE WITH ANCHOR

BOLLARD

FLOOR DRAIN SUMP

OIL SEPARATOR

MANHOLE 101

MANHOLE 102

MANHOLE 102-A

FINISHED FLOOR ELEVATIONFF

ASPHALT PAVEMENT

CONCRETE

G

R

A

S

L

A

W

N

G

R

A

W

N

G

R

A

W

N

G

R

A

W

N

TBM 020117'C'

TBM 020117'A'

23533170 1624154 540.43

23533087 1624312 540.06

TBM 020117'B' 23533194 1624213 540.13

MARKED 'X' ON CONCRETE MANHOLE RIM - MH 101

MARKED 'X' ON CONCRETE MANHOLE RIM - MH 102-A

MARKED 'X' ON CONCRETE MANHOLE RIM - MH 102

TBM 013117'A'

FIRE HYDRANT

FIRE HYDRANT

LEGEND:

TBM 020117'B'

TBM 020117'A'

TBM 020117'C'

DESIGN COMPLETE, FOR CONSTRUCTION, MARCH 27, 2018

S H

E E

T

T

I T

E

No.

PROJECT No.

DATE

CHECKED

DRAWN

DESIGN

ItemDate

REVISIONS

P R

O J

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T

C O

N S

U L

T A

T

P

F B

E

I E

N o s e

D o c k L

V

X R

E F

T

O P

O

F B

V

V Y

C

R

M a r

P

M

R E

N O

V A

O S

E

D

O C

K

B

U I L

D I N

G

FTQW 17-1009

I E

L S

F B

A

L A

S K

A

MARCH 27, 2018

C

I V

I

G

I N

E E

R

S

Q U

A D

R O

N

V-101

BC/CK

X X

X

X X

X X

X

X

X X

X X

X X

B U

I L

D I N

G

P A

R K

I N

G

DESIGN COMPLETE, FOR CONSTRUCTION, MARCH 27, 2018

S H

E E

T

T

I T

SHEET NUMBER

PROJECT No.

DATE

CHECKED

DRAWN

DESIGN

ItemDate

REVISIONS

P R

O J

E C

T

C O

N S

U L

T A

F B

E

I E

N o s e

D o c k C

C c n s t

F B

C l a n

D e t a i s r

P

M

R E

N O

V A

S

E

D

O C

K

B

U I L

D I N

G

I E

L S

B

A

L A

S K

A

MARCH 27, 2018

C

I V

G

I N

E E

R

S

Q U

A D

R O

N

C-101C-101

RAD

RJP

KAB

5' WIDE

CONCRETE

SIDEWALK

EXISTING

STAIRWELL

TOP-BACK

OF CURB

N

SCALE:

40'20'020'

1" = 20'

UTILIDOR

ACCESS

UTILIDOR

ACCESSFIRE HYDRANT 222-30

FIRE HYDRANT

222-20

18" CMP

STORM DRAIN LINE

SITE PLAN

NEW STAIRWELL,

SEE STRUCTURAL

PLANS

GENERAL NOTES:

1. RECONNECT BRANCH CIRCUITS NOT BEING REMOVED

WHICH PASS THROUGH OR CONNECT TO HEAD BOLT

HEATERS INDICATED TO BE REMOVED.

APRON CURB CUT

C

APRON CURB CUT

REMOVE HEADBOLT HEATER

REMOVE HEADBOLT HEATER

UNDERGROUND

UTILIDORS

EXISTING

SIDEWALK

POWER

POLES

EXISTING STRIPING

C

EXISTING

CURB & GUTTER

CURB & GUTTER,

TYPE E

EXISTING CURB AT NORTH

END OF PARKING LOT

SCALE : N.T.S.

WALKWAY CURB RAMP

B

TIE TAPER TO EXISTING CURB AT

NORTH END OF PARKING LOT

5%

SCALE : N.T.S.

CURB & GUTTER - TYPE E

C

E

5'

SIDEWALK

(EXCEPT AS

NOTED IN PLAN)

4" CONCRETE WITH #4 REBAR

SPACED 12" ON CENTER EACH

WAY

12" STRUCTURAL FILL

ORIGINAL GROUND 4" TOPSOIL & SEED

AS NEEDED

7'

SCALE : N.T.S.

TYPICAL SECTION: SIDEWALK

D

12"

SCALE : N.T.S.

TYPICAL SECTION:

ASPHALT SAWCUT AND PATCH

F

EXISTING ASPHALT PAVEMENT

SAWCUT AND TACK COAT

2" HOT MIX ASPHALT

CONCRETE PAVEMENT

6" D-1

STRUCTURAL FILL

14'

APRON

8" CONCRETE WITH #5 REBAR

SPACED 18" ON CENTER EACH

WAY

12" STRUCTURAL FILL

4" TOPSOIL & SEED

AS NEEDED

16'

SCALE : N.T.S.

TYPICAL SECTION: APRON

E

B

WALKWAY CURB RAMP

ORIGINAL GROUND

MIN

1%

MIN

1%

ASPHALT SAWCUT

AND PATCH

F

APRON BOLLARD

PLACEMENT

D

APRON BOLLARD

PLACEMENT

D

CANOPY SUPPORT

FOUNDATION, TYP

B

18.25'

#4

REBAR

APRON,

TYP OF 2

C

CANOPY SUPPORT

FOUNDATION, TYP

B

CANOPY SUPPORT

FOUNDATION, TYP

B

CANOPY SUPPORT

FOUNDATION, TYP

B

1"

3"

3'

4'

BUILDING 1120

DESIGN COMPLETE, FOR CONSTRUCTION, MARCH 27, 2018

S H

E E

T

T

I T

SHEET NUMBER

PROJECT No.

DATE

CHECKED

DRAWN

DESIGN

ItemDate

REVISIONS

P R

O J

E C

T

C O

N S

U L

T A

F B

E

I E

N o s e

D o c k C

C c n s t

F B

C e t a i s r

P

M

R E

N O

V A

S

E

D

O C

K

B

U I L

D I N

G

I E

L S

B

A

L A

S K

A

MARCH 27, 2018

C

I V

G

I N

E E

R

S

Q U

A D

R O

N

C-102C-102

RAD

RJP

KAB

N

SCALE : N.T.S.

DETAIL: BOLLARD

A

A

FINISH GRADE

8"Ø SCHEDULE 40 STEEL

PIPE FILLED W/ CONCRETE

YELLOW BOLLARD COVER

APRON

CONCRETE

APRON EDGE

8" BOLLARD, TYP, SEE

CANOPY

SUPPORT, TYP

2" TYP

T Y

P

1/2" EXPANSION JOINT FILLER

W/ 1/4" ELASTOMERIC JOINT

SEALANT, TYP

SCALE : N.T.S.

PLAN DETAIL:

APRON BOLLARD PLACEMENT

D

S

YM

E

TR

IC

A

L A

B O

U T

A P

R O

N

1:1

1:1

SAFE SLOPES, TYP

STRUCTURAL FILL

SYMMETRICAL

ABOUT ℄

SCALE : N.T.S.

DETAIL:

CANOPY SUPPORT FOUNDATION

B

16" DIAMETER

CONCRETE BASE

APRON CANOPY

SUPPORT FOUNDATION

B

10'

14'

SCALE : N.T.S.

DETAIL: APRON CURB CUT

C

FLOW LINE

FACE OF CURB

TOE OF GUTTER

2' R (TYP)

TAPER CURB

HEIGHT TO ZERO

CURB & GUTTER,

TYPE E C

ASPHALT SAWCUT

AND PATCH F

MATCH EXISTING,

TYP EACH SIDE OF APRON

NOTE: SEE STRUCTURAL PLANS FOR CANOPY SUPPORT

DIMENSIONS

PROVIDE ADDITIONAL #5

BAR AT SLAB OPENINGS

.4

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DRAWN

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DATE

PROJECT No.

SHEET NUMBER

C O

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U L

T A

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REVISIONS

C

U s e rs

\b ri a n a rm a g o s t\

D o c u m e n ts \P

D C

-S T

R -1

F

B R

V b ri a n a rm a g o s t.

rv t

/2

/2

:0 :5

P

M

S-001

G E

N E

R A

L N

O T

E S

FTQW 17-1009

R E

N O

V A

T E

N O

S E

D O

C K

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IN

G

C

IV

IL

E N

G

IN

E E

R S

Q U

A D

R O

N

E

IE

L S

O N

A F

B A

L A

S K

A

AKM

BAA

WTH

MARCH 27, 2018

SPECIAL INSPECTIONS PLAN

REQUIRED VERIFICATION AND INSPECTION

INSPECTION RATE

REFERENCED

STANDARD

2015 IBC

STANDARD

CONTINUOUS PERIODIC

STEEL:

1. STEEL SPECIAL INSPECTIONS SHALL BE PERFORMED IN

ACCORDANCE WITH CHAPTER "N" OF THE SPECIFICATION

FOR STRUCTURAL STEEL BUILDINGS. AND SPEC 051200

AISC 360 -10. 1705.2

2. STEEL SPECIAL INSPECTIONS OF SEISMIC LATERAL

RESISTING SYSTEM (SLRS) ELEMENTS SHALL BE IN

ACCORDANCE WITH CHAPTER J OF THE SEISMIC

PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, AND

APPENDIX A OF SPEC 051200

AISC 341-10 1705.2

CONCRETE:

1. INSPECTION OF REINFORCING STEEL, INCLUDING

PRESTRESSING TENDONS, AND VERIFY PLACEMENT. - X

ACI 318: CH. 20, 25.2,

25.3, 26.5.1-26.5.3

1908.4

2. INSPECT ANCHORS CAST IN CONCRETE - X ACI 318: 17.8.2 -

3. INSPECTION OF ANCHORS INSTALLED IN HARDENED

CONCRETE

- X

ACI 318: 17.8.2.4

ACI 318: 17.8.2

A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR

UPWARDLY INCLINED ORIENTATIONS TO RESIST

SUSTAINED TENSION LOADS.

X

B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS

NOT DEFINED IN 4.a

X

4. VERIFYING USE OF REQUIRED DESIGN MIX.

- X

ACI 318:CH. 19, 26.4.5,

26.12

1904.1, 1904.2, 1908.2, 1908.3

5. PRIOR TO CONCRETE PLACEMENT FABRICATE SPECIMENS

FOR STRENGTH TESTS, PERFORM SLUMP AND AIR

CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF

THE CONCRETE.

X -

ASTM C 172 ASTM C

31 ACI 318: 26.4.5, 26.12

6. INSPECTION OF CONCRETE PLACEMENT FOR PROPER

APPLICATION TECHNIQUES.

X - ACI 318: 26.4.5

1908.6, 1908.7, 1908.8

7. VERIFY MAINTENANCE OF SPECIFIED CURING

TEMPERATURE AND TECHNIQUES.

- X ACI 318: 26.4.7-26.4.9 1908.9

SPECIAL INSPECTION PROGRAM:

1. THE CONTRACTOR SHALL RETAIN THIRD-PARTY QUALITY ASSURANCE AGENCIES TO CONDUCT SPECIAL INSPECTIONS.

2. THE INSPECTING AGENCY SHALL PROVIDE REPORTS OF THE SPECIAL INSPECTIONS DIRECTLY TO THE CONTRACTING OFFICER.

3. SPECIAL INSPECTION REQUIREMENTS.

4. ALL BRACES, ASSOCIATED BEAMS, COLUMNS, AND CONNECTION ELEMENTS ARE PART OF THE SLRS. ALL MEMBERS AND

CONNECTIONS INDICATED AS DRAG CONNECTIONS ARE PART OF THE SLRS.

STRUCTURAL ABBREVIATIONS

@ . . . . . . . . . AT

AB . . . . . . . . ANCHOR BOLT

AFF . . . . . . . ABOVE FINISH FLOOR

AISC . . . . . . . AMERICAN INSTITUTE

OF STEEL CONST.

ALT . . . . . . . . ALTERNATE

APPROX . . . APPROXIMATELY

ARCH . . . . . ARCHITECTURAL

ATR . . . . . . . ALL THREAD ROD

AWW . . . . . . ALL WEATHER WOOD

BET/BTWN . . BETWEEN

BM . . . . . . . . BEAM

BOF . . . . . . . BOTTOM OF FOOTING

BOS . . . . . . . BOTTOM OF STEEL

BOT . . . . . . . BOTTOM

BP . . . . . . . . BUTTON PUNCH

BPL . . . . . . . BOTTOM PLATE

BRKT . . . . . . BRACKET

BS . . . . . . . BOTH SIDES

CJ . . . . . . . . CONTROL JOINT

COL . . . . . . . COLUMN

CONC . . . . . CONCRETE

CONT . . . . . . CONTINUOUS

CONTR'S . . CONTRACTORS

CP . . . . . . . . COMPLETE

PENETRATION

(D) . . . . . . . . DEMO

DIA/DIAM/Ø . DIAMETER

DICA . . . . . . DRILLED IN CONCRETE

ANCHOR

DIM . . . . . . . DIMENSION

DL . . . . . . . DEAD LOAD

DP . . . . . . . . DEEP

DWG . . . . . . . DRAWING

(E) . . . . . . . . EXISTING

EA . . . . . . . EACH

EJ . . . . . . . . EXPANSION JOINT

ELEV . . . . . . ELEVATION

EMBED . . . . EMBEDDED

EOR . . . . . . . ENGINEER OF RECORD

EQ . . . . . . . EQUAL

ES . . . . . . . . EQUALLY SPACED

EW . . . . . . . . EACH WAY

FB . . . . . . . FLAT BAR

FDN . . . . . . . FOUNDATION

FF . . . . . . . . FINISH FLOOR

FRMG . . . . . FRAMING

FS . . . . . . . FAR SIDE

FT . . . . . . . FOOT/FEET

FTG . . . . . . FOOTING

FV . . . . . . . . . FIELD VERIFY

GA . . . . . . . GAGE

GLB . . . . . . . GLULAM BEAM

HDG . . . . . . . HOT DIPPED

GALVANIZED

H/HORIZ . . . HORIZONTAL

HSS . . . . . . . HOLLOW STRUCTURAL

SECTION

IBC . . . . . . . . INTERNATIONAL

BUILDING CODE

IN . . . . . . . . . INCH(ES)

INSUL . . . . . INSULATION

INT . . . . . . . . INTERIOR

JT . . . . . . . . . JOINT

K . . . . . . . . . . KIP (1000 LB)

KB . . . . . . . . . KWIK BOLT

KSI . . . . . . . . KIPS PER SQUARE INCH

LL . . . . . . . . . LIVE LOAD

LLV . . . . . . . LONG LEG VERTICAL

LOC . . . . . . . LOCATION

LONG . . . . . . LONGITUDINAL

MANUF . . . . MANUFACTURER

MATL . . . . . . MATERIAL

MAX . . . . . . . MAXIMUM

MECH . . . . . MECHANICAL

MIN . . . . . . . MINIMUM

MOA . . . . . . . MUNICIPALITY OF

ANCHORAGE

MPH . . . . . . . MILES PER HOUR

MTL . . . . . . . METAL

(N) . . . . . . . NEW

NIC . . . . . . . NOT IN CONTRACT

NS . . . . . . . NEAR SIDE

NTS . . . . . . . NOT TO SCALE

OC . . . . . . . ON CENTER

OF . . . . . . . . OUTSIDE FACE

OPP . . . . . . . OPPOSITE HAND

OWSJ . . . . . . OPEN WEB STEEL JOIST

PDF . . . . . . . POWDER DRIVEN

FASTENER

PC . . . . . . . . PRECAST

PEN . . . . . . . PENETRATION

PL . . . . . . . . . PLATE

PLB . . . . . . . PARALLAM BEAM

PLF . . . . . . . POUNDS PER LINEAL

FOOT

PSF . . . . . . . POUNDS PER SQUARE

FOOT

PSI . . . . . . . . POUNDS PER SQUARE

INCH

REF . . . . . . . REFERENCE

REINF . . . . . . REINFORCEMENT

REQ'D . . . . . REQUIRED

RO . . . . . . . . ROUGH OPENING

SCHED . . . . SCHEDULE

SCR . . . . . . . SCREWS

SIM . . . . . . . SIMILAR

SMS . . . . . . . SHEET METAL SCREWS

SOG . . . . . . SLAB ON GRADE

SQ . . . . . . . . SQUARE

STD . . . . . . . STANDARD

STL . . . . . . . STEEL

T&B . . . . . . . TOP & BOTTOM

THRD . . . . . . THREADED

TO . . . . . . . . TOP OF

TOC . . . . . . . TOP OF CONCRETE

TOS . . . . . . . TOP OF STEEL

TS . . . . . . . . TUBE STEEL

TYP . . . . . . . TYPICAL

UNO . . . . . . . UNLESS NOTED

OTHERWISE

V/VERT . . . . VERTICAL

W/ . . . . . . . . . WITH

WD . . . . . . . . WIDE

WF . . . . . . . . WIDE FLANGE

WP . . . . . . . . WORKING POINT

WWF . . . . . . WELDED WIRE FABRIC

.4

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DRAWN

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DATE

PROJECT No.

SHEET NUMBER

C O

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T A

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REVISIONS

C

U s e rs

\b ri a n a rm a g o s t\

D o c u m e n ts \P

D C

-S T

R -1

F

B R

V b ri a n a rm a g o s t.

rv t

/1

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P

M

S-002

G E

N E

R A

L N

O T

E S

FTQW 17-1009

R E

N O

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T E

N O

S E

D O

C K

B

U

IL

D

IN

G

C

IV

IL

E N

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IN

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Q U

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R O

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E

IE

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O N

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B A

L A

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A

AKM

BAA

WTH

MARCH 27, 2018

F

E

3 4

D

5 156 7 8 9 10 11 12 13 14

C

B

A

/8

294' - 0"

25' - 4 1/2" 17' - 4 1/2" 17' - 4 1/2" 19' - 5 1/2" 15' - 3 1/2" 34' - 9" 34' - 9" 34' - 9" 15' - 3 1/2" 19' - 5 1/2" 17' - 4 1/2" 17' - 4 1/2" 25' - 4 1/2"

/8

/8

/8

2 2 2 2

2 2 2

2 2

(E) STAIR SLABS

TO REMAIN

SHEET NOTES

1. FOR EXTENT OF NEW COLUMN FOUNDATION

SEE S-104S-103 &

SHEET KEYNOTES

DEMO EXISTING BRACING.

DEMO EXISTING SLAB FOR NEW FOOTING

CONSTRUCTION. CONTRACTOR SHALL FIELD

DETERMINE LIMITS OF SLAB DEMOLITION, TYP.

DEMO (E) COLUMN.

CONTRACTOR TO EXCAVATE AS REQUIRED FOR

FOOTING UPGRADES.

DEMO (E) C-GIRTS, WT HORIZ & DIAGONAL BRACES

BETWEEN GRIDS 3 & 5.

SHEET LEGEND

(E) BRACING TO BE DEMOLISHED.

BRACED FRAME ABOVE

THE LEVEL DISPLAYED

BRACED FRAME BELOW

THE LEVEL DISPLAYED

COLUMN, PER PLAN,

ORIENTATION VARIES, TYP

TYPICAL BRACED FRAME CALLOUT:

BRACED FRAME

ABOVE THE LEVEL

DISPLAYED

BRACED FRAME BELOW

THE LEVEL DISPLAYED

COLUMN, PER PLAN,

ORIENTATION VARIES, TYP

TYPICAL BRACED FRAME CALLOUT:

PLAN NORTH

PLAN NORTH

BRACE FRAME NOTES

SCALE:

.4

.1

A

E C

C

A u ro ra D ri v e

F a ir b a n k s A la s k a

P R

O J E

C T

S

H E

E T

T

IT

L E

DESIGN

DRAWN

CHECKED

DATE

PROJECT No.

SHEET NUMBER

C O

N S

U L

T A

N T

PLAN NORTH

16' 32'

1/16" = 1' - 0"

16' 32'

A B

REVISIONS

2 3 8 9 14 15

E

C

A

G

C

U s e rs

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rv t

/2

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P

M

S-101

O V

E R

A L

L D

E M

O L

IT

IO

N P

L A

N

FTQW 17-1009

R E

N O

V A

T E

N O

S E

D O

C K

B

U

IL

D

IN

G

C

IV

IL

E N

G

IN

E E

R S

Q U

A D

R O

N

E

IE

L S

O N

A F

B A

L A

S K

A

AKM

BAA

WTH

MARCH 27, 2018

DESIGN COMPLETE, FOR CONSTRUCTION, MARCH 27, 2018

1/16" = 1'-0"1

OVERALL -DEMOLITION PLAN

DEMO…