171214_-_FULL_SET.pdf

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NEW SIDEWALK

08'

NEW SIDEWALK

08'

ABI#1

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THUNDERBOLT

AVE.

THUNDERBOLT

AVE.

S A B R E

S T R E E T

S P

IT

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A V E

MUSTANG

AVE.

MUSTANG

AVE.

FALCON

STREET

D R A G O N F L Y

TALON

DRIVE

MUSTANG

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DICKMAN

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C A N B

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PROJECT LOCATION

BUILDING 6922

NORTH

VICINITY MAP

MICHIGAN

LANSING

CALHOUN

COUNTY

NORTH

BATTLE CREEK

SPRINGFIELD

LOCAL VICINITY MAP

BATTLE

CREEK ANGB

WK KELLOGG

AIRPORT

NORTH

Mead & Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

ISSUED

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

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COVER SHEET

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BATTLE CREEK ANGB, REPAIR BLDG 6922

FOR CYBER OPERATIONS SQUADRON

BATTLE CREEK ANGB

BATTLE CREEK, MICHIGAN

MBMV162472

MICHIGAN AIR NATIONAL GUARD

3141900-160242.01

MAB

RCL

DECEMBER 14, 2017

JTP

ELECTRICAL

E-001 NOTES, SYMBOLS & ABBREVIATIONS

ED-101 FIRST FLOOR DEMOLITION PLAN - LIGHTING

ED-131 FIRST FLOOR DEMOLTION PLAN - POWER

ED-132 ROOF DEMOLITION PLAN - POWER

ED-701 ONE-LINE DIAGRAM DEMOLITION

E-101 FIRST FLOOR PLAN - LIGHTING

E-131 FIRST FLOOR PLAN - POWER

E-132 ROOF PLAN - POWER

E-401 ENLARGED PLANS

E-402 ENLARGED PLANS

E-501 DETAILS

E-502 DETAILS

E-601 SCHEDULES

E-602 SCHEDULES

E-603 SCHEDULES

E-604 SCHEDULES

E-605 SCHEDULES

E-606 SCHEDULES

E-607 SCHEDULES

E-701 ONE-LINE DIAGRAM

TECHNOLOGY SYSTEMS

T-001 NOTES, SYMBOLS & ABBREVIATIONS

T-002 NOTES, SYMBOLS & ABBREVIATIONS

TD101 FIRST FLOOR - COMMUNICATIONS - DEMOLITION

TD121 FIRST FLOOR - SECURITY - DEMOLITION

TD141 FIRST FLOOR - AUDIO/VISUAL - DEMOLITION

TD401 ENLARGED DEMOLITION PLANS

T-101 FIRST FLOOR PLAN - COMMUNICATIONS

T-102 FIRST FLOOR PLAN - PATHWAYS

T-121 FIRST FLOOR PLAN - SECURITY

T-141 FIRST FLOOR PLAN - AUDIO/VISUAL

T-401 ENLARGED PLANS

T-402 ENLARGED PLANS

T-403 ENLARGED PLANS

T-501 DETAILS

T-502 DETAILS

T-503 DETAILS

T-601 SCHEDULES

T-701 ONE-LINE DIAGRAMS

FIRE PROTECTION

F-001 FIRE PROTECTION SYMBOLS, ABBREVIATIONS, NOTES AND DETAILS

FD101 FIRE PROTECTION DEMOLITION PLUMBING PLAN

FD-141 FIRST FLOOR PLAN - FIRE ALARM - DEMOLITION

F-101 FIRE PROTECTION - FIRST FLOOR PLAN

F-141 FIRST FLOOR PLAN - FIRE ALARM

F-541 FIRE ALARM DETAILS

PLUMBING

P-001 PLUMBING NOTES & SYMBOLS

PD100 UNDERGROUND DRAIN AND VENT DEMOLITION PLUMBING PLAN

PD101 ABOVEGROUND DRAIN AND VENT DEMOLITION PLUMBING PLAN

PD131 SUPPLY DEMOLITION PLUMBING PLAN

P-100 UNDERGROUND DRAIN AND VENT PLUMBING PLAN

P-101 FIRST FLOOR DRAIN AND VENT PLUMBING PLAN

P-131 FIRST FLOOR SUPPLY PLUMBING PLAN

P-401 ENLARGED PLUMBING PLANS

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 DRAIN AND VENT RISER DIAGRAM

P-902 SUPPLY PLUMBING RISER DIAGRAM

MECHANICAL

M-001 MECHANICAL NOTES & SYMBOLS

MD101 FIRST FLOOR HVAC DEMO PLAN

MD102 ROOF HVAC DEMO PLAN

MD131 FIRST FLOOR MECHANICAL PIPING DEMO PLAN

M-101 FIRST FLOOR HVAC PLAN

M-102 ROOF HVAC PLAN

M-131 FIRST FLOOR MECHANICAL PIPING PLAN

M-401 MECHANICAL - ENLARGED PLANS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-511 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-603 MECHANICAL SCHEDULES

M-611 MECHANICAL SCHEDULES

M-612 MECHANICAL SCHEDULES

M-613 MECHANICAL SCHEDULES

M-701 CONTROL SCHEMATICS

M-702 CONTROL SCHEMATICS

GENERAL

G-001 COVER SHEET

G-002 CYBER OPERATIONS ENCLOSURE

G-003 CONTRACTOR LAY DOWN AND PARKING AREA

G-004 CONSTRUCTION OPERATIONS AND PHASING NOTES

G-102 CODE ANALYSIS SCHEDULE

G-103 LIFE SAFETY PLAN

CIVIL

C-021 EXISTING SITE PLAN

C-041 SITE REMOVALS PLAN

C-042 SITE REMOVALS PLAN

C-101 SITE IMPROVEMENTS PLAN

C-102 SITE IMPROVEMENTS PLAN

C-501 SITE DETAILS

C-601 FENCE DETAILS

STRUCTURAL

S-001 STRUCTURAL NOTES

S-002 STRUCTURAL NOTES

SD111 FLATWORK DEMOLITION PLAN

SD121 WALL DEMOLITION PLAN

S-101 FOUNDATION PLAN

S-111 FLATWORK PLAN

S-121 STRUCTURAL WALL PLAN

S-151 STRUCTURAL ROOF FRAMING PLAN

S-501 FOUNDATION DETAILS

S-521 STRUCTURAL WALL DETAILS

S-541 FRAMING DETAILS

ARCHITECTURAL

A-001 NOTES & SYMBOLS

AD101 FIRST FLOOR DEMOLITION PLAN

AD102 ROOF DEMOLITION PLAN

A-101 FIRST FLOOR PLAN

A-102 ROOF PLAN

A-121 FIRST FLOOR CEILING PLAN

A-141 PARTITION TYPES

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS

A-401 ENLARGED INTERIOR PLANS

A-402 ENLARGED INTERIOR ELEVATIONS

A-501 EXTERIOR PLAN DETAILS

A-601 ARCHITECTURAL SCHEDULES

A-602 ARCHITECTURAL SCHEDULES

A-701 FINISH PLAN

A-702 ENLARGED FINISH PLAN

A-801 SIGNAGE

A-901 FIRST FLOOR FURNITURE PLAN

SHEET INDEX

12/14/17 B3 FINAL

R E

F

REF.REF.

UP

WEAPONS

/ INTEL

ENTRY

LOBBY

PASSAGE

PASSAGE

SSO

MAN TRAPPASSAGE

ASC/IDS

FLT A

FLT B

TEAMS

PASSAGE

TRAINING

CONFERENCE

COF

COS

ELECTRICAL

COS

MECHANICAL

SERVER

CYBER MAINTENCE /

OPEN STORAGE COS

COMM.

ACOS

AFFOR

ACOS

COMM.

CONFERENCE

ROOM

PASSAGE

OFFICE

A2/A6

A3/A5

A4/A7

A1

FIRST

SGT

DIRECTOR

OF OPS

SUPER

COS

COMMANDER

ACOS

COMMANDER

OPEN

OFFICE

112 ACOS

ELECTRICAL

ACOS

MECHANICAL

G.O.

OFFICE

ACOS /

EXEC

CONFERENCE

ROOM

STORAGE

112B

BREAK

ROOM

WOMEN'S

LOCKER

MEN'S

LOCKER

MEN'S

WOMEN'S

JANITOR

MEN'S

VESTIBULE

OPEN OFFICE

STORAGE

FIRE

CLOSET

G-002

765432

11'2'3'4'

A

B

AA

A.7

C

D

FIRST FLOOR

100' - 0"

TOW LOW WALL

116' - 8"

TOW HIGH WALL

128' - 8"

TOW 2012 ADD

120' - 0"

FLT A

TEAMS

CONFERENCE

COF

142 143

CYBER MAINTENCE /

OPEN STORAGE

AB

AAA.7CD

ENCLOSURE PLAN LEGEND:

CYBER OPERATIOS ENCLOSURE AREA

SOUND ASSEMBLY GROUP 3 - MIN STC 45

SOUND ASSEMBLY GROUP 4 - MIN STC 50

ENCLOSURE PLAN GENERAL NOTES:

1. SEE SHEET A-141 FOR PARTITION TYPES AND STC RATINGS AND TYPICAL

SOUND PARTITION HEAD CONDITION.

REFERENCED DOCUMENTS: UFC 4-010-05, ICD/ICS705

WALL WILL BE FROM FLOOR SLAB (TRUE FLOOR) TO UNDERSIDE OF FLOOR OR

ROOF DECK (TRUE CEILING). PERIMETER WALLS, FLOOR AND CEILING SHALL BE

PERMANENTLY AND SOLIDLY CONSTRUCTED AND ATTACHED TO EACH OTHER.

SEAL PARTITIONS CONTINUOUSLY WITH ACOUSTICAL FOAM OF SEALANT (BOTH

SIDES) AND FINISHED TO MATCH WALL WHENEVER IT ABUTS ANOTHER ELEMENT

SUCH FLOOR, CEILING, WALL, COLUMN OR MULLION. WALLS WILL BE UNIFORMLY

FINISHED ON BOTH SIDES FROM FLOOR SLAB (TRUE FLOOR) TO UNDERSIDE OF

FLOOR OR ROOF DECK (TRUE CEILING).

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ISSUED

Mead & Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

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CYBER OPERATIONS

ENCLOSURE

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3141900-160242.01

MAB

RCL

DECEMBER 14, 2017

JTP

3/32" = 1'-0"1

CYBER OPERATIONS ENCLOSURE PLAN

3/32" = 1'-0"2

CROSS SECTION CYBER OPERATIONS ENCLOSURE

NEW SIDEWALK

08'

PROJECT BUILDING

CONTRACTOR GATEMAIN GATE

DICKMAN AVE.

THUNDERBOLT AVE.

S A

B R

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T R

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P H

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FALCON STREET

HAUL ROUTE

HAUL ROUTE

HAUL RO

UTE

CONTRACTOR'S

PARKING LOT

CONTRACTOR'S

TRAILER

LAY DOWN AREA

CONSTRUCTION FENCE:

TEMPORARY, 7' TALL, CHAIN LINK.

GENERAL NOTES:

1. COORDINATE FINAL LOCATIONS WITH CONTRACTION OFFICER'S REPRESENTATIVE.

2. ORIENTATION OF NORTH ON GENERAL AND CIVIL DRAWINGS SHEETS DIFFERS FROM PLAN SHEETS.

3. ALL CONSTRUCTION WORKERS WILL BE REQUIRED TO ADHERE TO THE SITE SECURITY PLAN.

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ISSUED

Mead & Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

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CONTRACTOR LAY

DOWN AND PARKING

AREA

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3141900-160242.01

MAB

RCL

DECEMBER 14, 2017

JTP

1" = 80'-0"1

CONTRACTOR LAY DOWN AND PARKING

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ISSUED

Mead & Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

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CONSTRUCTION

OPERATIONS AND

PHASING NOTES

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3141900-160242.01

MAB

RCL

DECEMBER 14, 2017

JTP

12/14/17 B3 FINAL

THE FOLLOWING NOTES ARE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF FAA AC 150/5370-2, OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION, ALONG WITH THOSE INCLUDED IN THE PROJECT SPECIFICATIONS.

SAFETY PLAN COMPLIANCE DOCUMENT

A. THE CONTRACTOR SHALL PREPARE A SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) DESCRIBING HOW THE REQUIREMENTS OF THE CONSTRUCTION SAFETY AND PHASING PLAN WILL BE MET. THE SPCD SHALL INCLUDE A CERTIFICATION STATEMENT BY

THE CONTRACTOR THAT:

1. INDICATES FULL UNDERSTANDING OF THE OPERATIONAL SAFETY REQUIREMENTS OF THE CONSTRUCTION SAFETY AND

PHASING PLAN AND;

2.ASSERTS NO DEVIATIONS SHALL BE MADE FROM THE APPROVED SAFETY PHASING PLAN AND SPCD UNLESS WRITTEN APPROVAL IS GRANTED BY THE AIRPORT. THE SPCD SHALL FOLLOW THE FORMAT OF THE MOST CURRENT EDITION OF FAA AC 150/5370-2, SECTION 204(b) AND SHALL ADDRESS ITEMS (1)-(18) PER THE REQUIREMENTS OF THE AC.

B. THE CONTRACTOR SHALL SUBMIT THE SPCD TO THE BUREAU OF AERONAUTICS FOR DELIVERY TO THE AIRPORT FOR REVIEW AND APPROVAL A MIN. OF FOURTEEN (14) DAYS PRIOR TO THE ANTICIPATED ISSUE OF THE NOTICE TO PROCEED. COPIES OF THE APPROVED CONSTRUCTION SAFETY PHASING PLAN AND SAFETY PLAN COMPLIANCE DOCUMENT SHALL BE MAINTAINED AT

THE PROJECT SITE.

RESTRICTED AREAS / SAFETY AREAS

A. CONSTRUCTION ACTIVITY ADJACENT TO ACTIVE RUNWAYS, TAXIWAYS, AND APRONS SHALL BE COORDINATED WITH THE

AIRPORT AND MAY BE AUTHORIZED AFTER :

1.NOTICES TO AIRMEN (NOTAM'S) HAVE BEEN ISSUED BY THE AIRPORT,

2.BARRICADES AND LIGHTING PROVISIONS HAVE BEEN IMPLEMENTED BY THE CONTRACTOR, AND

3. IT HAS BEEN DETERMINED THAT THE HEIGHT OF EQUIPMENT AND MATERIALS IS BEYOND THE REACH, OR SAFELY BELOW, AIRCRAFT USING ADJACENT OPERATIONAL AREAS. THE AIRPORT WILL SUPPLY INFORMATION FOR RUNWAY APPROACHES

AND OTHER AREAS IF REQUIRED.

B. NO CONSTRUCTION MAY OCCUR WITHIN AN EXISTING RUNWAY SAFETY AREA (WITHIN 250 FEET OF AN ACTIVE RUNWAY CENTERLINE AND 1,000 FEET BEYOND THE RUNWAY THRESHOLDS) OR TAXIWAY SAFETY AREA (WITHIN 85.5 FEET OF AN ACTIVE TAXIWAY CENTERLINE OR 48 FEET FROM THE EDGE OF AN APRON) WHILE THE RUNWAY/TAXIWAY IS OPEN TO AIRCRAFT OPERATIONS. OPEN TRENCHES OR EXCAVATIONS ARE NOT PERMITTED WITHIN THE SAFETY AREA OF AN OPEN RUNWAY OR TAXIWAY. IF THE RUNWAY/TAXIWAY MUST BE OPENED BEFORE EXCAVATIONS ARE BACKFILLED, THE EXCAVATIONS MUST BE COVERED IN SUCH A WAY AS TO ALLOW THE HEAVIEST AIRCRAFT OPERATING ON THE RUNWAY/TAXIWAY TO CROSS THE COVERING WITHOUT DAMAGE TO THE AIRCRAFT. THE SAFETY AREA MUST BE GRADED WITH NO POTENTIALLY HAZARDOUS RUTS, HUMPS, DEPRESSIONS, OR OTHER SURFACE VARIATIONS UPON OPENING. EXCAVATIONS WITHIN THE CONSTRUCTION

AREA(S) MUST BE PROMINENTLY MARKED.

C. CONSTRUCTION MAY BE PERMITTED IN THE RUNWAY OBJECT FREE AREA (WITHIN 400 FEET OF AN ACTIVE RUNWAY CENTERLINE AND 1,000 FEET BEYOND THE RUNWAY THRESHOLDS), BUT EQUIPMENT MUST BE REMOVED FROM THE ROFA WHEN NOT IN USE AND MATERIAL SHOULD NOT BE STOCKPILED WITHIN THE ROFA. UNLIKE THE RUNWAY, NO CONSTRUCTION MAY TAKE PLACE WITHIN THE OBJECT FREE AREA OF AN OPEN TAXIWAY (WITHIN 129.5 FEET OF AN ACTIVE TAXIWAY

CENTERLINE OR 92 FEET FROM THE EDGE OF AN APRON), UNLESS

1.THE TOFA DIMENSION IS TEMPORARILY ADJUSTED FOR USE BY SMALLER AIRCRAFT ONLY;

2.TEMPORARY OFFSET TAXIWAY MARKINGS ARE USED; OR

3.CONSTRUCTION PROCEEDS WITH THE FOLLOWING RESTRICTIONS: APPROPRIATE NOTICES TO AIRMEN (NOTAM'S) HAVE

BEEN ISSUED BY THE AIRPORT, BARRICADES AND LIGHTING PROVISIONS HAVE BEEN IMPLEMENTED BY THE CONTRACTOR, AND FLAGGERS AND WINGWALKERS ARE UTILIZED TO MAINTAIN A 5 FOOT SEPARATION BETWEEN AIRCRAFT AND ALL

EQUIPMENT OR MATERIALS.

D. STOCKPILED MATERIALS AND EQUIPMENT STORAGE IS NOT PERMITTED WITHIN THE SAFETY AREA OR OBJECT FREE AREA OF AN OPERATIONAL RUNWAY OR TAXIWAY. IF THE CONTRACTOR WISHES TO STOCKPILE MATERIALS OR EQUIPMENT ADJACENT TO A RUNWAY/TAXIWAY OBJECT FREE AREA, HE MUST FIRST COORDINATE WITH THE AIRPORT OPERATOR TO ENSURE THAT

1.APPROPRIATE LIGHTING AND BARRICADES ARE IN PLACE, AND

2.THE STOCKPILED MATERIALS DO NOT CREATE A WILDLIFE ATTRACTANT OR FOREIGN OBJECT DEBRIS (FOD) HAZARD.

EXCAVATION AND RESULTANT STOCKPILES ADJACENT TO OTHER PAVED SURFACES MUST BE APPROPRIATELY MARKED WITH BARRICADES, AS DIRECTED BY THE AIRPORT. DEBRIS SHALL NOT BE DEPOSITED ON ANY PORTION OF AN OPERATIONAL RUNWAY, TAXIWAY OR APRON. SHOULD ANY DEBRIS BE DEPOSITED ON ACTIVE OPERATIONAL AREAS, EITHER INTENTIONALLY OR ACCIDENTALLY, IT SHALL BE REMOVED IMMEDIATELY TO THE SATISFACTION OF THE BCE AND

THE AIRPORT.

E. PERSONNEL, MATERIAL, AND/OR EQUIPMENT SHALL NOT PENETRATE THE RUNWAY OBSTACLE FREE ZONE (OFZ) OR THRESHOLD SIGHTING SURFACES WHILE THE RUNWAY IS OPEN. RUNWAY APPROACH/DEPARTURE AREAS AND CLEARWAYS

SHALL BE PROTECTED.

F. CLOSING OF RUNWAYS OR TAXIWAYS:

WHEN IT BECOMES NECESSARY TO CLOSE OR CHANGE THE STANDARD OPERATIONS OF A RUNWAY OR TAXIWAY, THE CONTRACTOR SHALL, THROUGH THE BCE, NOTIFY THE AIRPORT 72 BUSINESS HOURS IN ADVANCE OF THE PROPOSED CHANGE IN OPERATIONS. SHOULD A RUNWAY BE TEMPORARILY CLOSED, THE CONTRACTOR SHALL MARK THE AFFECTED RUNWAY WITH CLOSURE CROSSES IN ACCORDANCE WITH THE CLOSURE CROSS SPECIFICATIONS FOUND IN THE MOST CURRENT EDITION OF FAA AC 150/5345-55. CLOSURE CROSSES SHALL REMAIN IN PLACE UNTIL NORMAL RUNWAY OPERATIONS RESUME, AND BE

REMOVED/REINSTALLED DAILY IF NECESSARY.

G. OPEN-FLAME WELDING OR TORCH CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS ARE PROVIDED AS APPROVED BY THE AIRPORT. USE OF ELECTRICAL BLASTING CAPS IS PROHIBITED ON OR WITHIN 1,000 FEET OF THE AIRPORT PROPERTY. FLARE POTS ARE PROHIBITED WITHIN THE AIR OPERATIONS AREA (AOA).

H. ALL VEHICLES ARE TO BE PARKED AND SERVICED IN THE CONTRACTOR STAGING/STORAGE AREA.

I. THE CONTRACTORS' EQUIPMENT IS STRICTLY LIMITED TO THE CONSTRUCTION AREAS DURING CONSTRUCTION AND TO THE CONTRACTOR STAGING/STORAGE AREA DURING NON-CONSTRUCTION PERIODS, EXCEPT AS PROVIDED ON THE PLANS, IN THE

CONTRACT SPECIAL PROVISIONS, OR AS MAY BE AUTHORIZED BY THE AIRPORT IN WRITING.

J. DURING NON-WORKING HOURS BY THE CONTRACTOR, ALL WORK AREAS WITHIN THE SAFETY AREA OF ANY ACTIVE RUNWAY OR TAXIWAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING GRADES NO STEEPER THAN A 10:1 SLOPE. EVENLY GRADED TRANSITIONS OFF ALL EXISTING PAVEMENT EDGES, USING BASE COURSE MATERIAL AT SAME GRADE AS REMAINING PAVEMENT WILL BE REQUIRED. AT NO LOCATION WILL A GRADE CHANGE BE GREATER THAN 2 INCHES.

MARKING, LIGHTING, AND BARRICADES

NO CONSTRUCTION SHALL BEGIN UNTIL ALL BARRICADES, CLOSURE CROSSES, AND SAFETY MEASURES HAVE BEEN PLACED AS

SHOWN ON THE PREVIOUS SHEET AND APPROVED BY THE AIRPORT OPERATIONS PERSONNEL.

A. CONSTRUCTION EQUIPMENT:

ALL CONSTRUCTION EQUIPMENT MUST BE MARKED WITH A 3 FEET BY 3 FEET ORANGE AND WHITE CHECKERED FLAG AND/OR AMBER BEACON. FOR NIGHT CONSTRUCTION, ALL EQUIPMENT MUST BE EQUIPPED WITH AN AMBER BEACON. ALL CONSTRUCTION VEHICLES MUST BE CLEARLY MARKED WITH THE COMPANY NAME/LOGO AT ALL TIMES IN ACCORDANCE WITH

THE MOST CURRENT EDITION OF FAA AC 150/5210-5.

B. EXCAVATION/STOCKPILES:

STOCKPILED MATERIALS AND EQUIPMENT STORAGE IS NOT PERMITTED WITHIN THE SAFETY AREA, OBJECT FREE AREA, AND/OR OBSTACLE FREE ZONE OF AN OPERATIONAL RUNWAY. IF THE CONTRACTOR WISHES TO STOCKPILE MATERIALS OR EQUIPMENT ADJACENT TO RUNWAY SAFETY AREAS OR RUNWAY OBSTACLE FREE ZONES, HE/SHE MUST FIRST COORDINATE WITH THE AIRPORT OPERATOR TO ENSURE THAT APPROPRIATE LIGHTING AND BARRICADES ARE IN PLACE AND TO ENSURE THAT THE STOCKPILED MATERIALS DO NOT CREATE A WILDLIFE ATTRACTANT OR FOREIGN OBJECT DEBRIS (FOD) HAZARD.

EXCAVATION AND RESULTANT STOCKPILES ADJACENT TO OTHER PAVED SURFACES MUST BE APPROPRIATELY MARKED WITH

BARRICADES, AS DIRECTED BY THE BCE.

C. IF ANY AIRCRAFT MOVEMENT AREA MUST BE CLOSED, THE CONTRACTOR SHALL FURNISH AND PLACE PORTABLE BARRICADES ACROSS RUNWAYS, APRONS, OR TAXIWAYS TO KEEP VEHICLES FROM ENTERING ACTIVE OPERATION AREAS AND TO KEEP AIRCRAFT FROM TAXIING INTO CONSTRUCTION AREAS. SUPPLEMENT BARRICADES WITH SIGNS AS NECESSARY.

D. BARRICADES SHALL BE MARKED WITH DIAGONAL, ALTERNATING ORANGE AND WHITE STRIPES AND SUPPLEMENTED WITH EITHER FLASHING OR STEADY-BURNING LIGHTS DURING HOURS OF RESTRICTED VISIBILITY OR DARKNESS. LIGHTS SHALL BE THE BARRICADE TYPE TYPICAL FOR CONSTRUCTION ZONES, AND RED IN COLOR. ALL LIGHTS MUST BE CHECKED NIGHTLY TO

ENSURE THAT THEY ARE OPERATING. ANY LIGHTS NOT FUNCTIONING SHALL BE REPLACED.

THE INTENSITY OF THE LIGHTS AND BARRICADE LAYOUT MUST ADEQUATELY AND WITHOUT AMBIGUITY DELINEATE THE HAZARDOUS AREA. BARRICADES SHALL BE CAPABLE OF INTERLOCKING TO MAKE A PHYSICAL BORDER AROUND

CONSTRUCTION SITE.

BARRICADES SHALL BE LOW LEVEL AVIATION BARRICADES SPECIFICALLY MANUFACTURED AND DESIGNED FOR SUCH PURPOSE. THEY SHALL BE ALTERNATING ORANGE AND WHITE IN COLOR 10 INCHES HIGH AND 96 INCHES LONG, MADE OF UV-RESISTANT POLYETHYLENE AS MANUFACTURED BY MULTI-BARRIER (MODEL AR 10x96 HDPE) OR APPROVED EQUAL.

E. TRAFFIC CONTROL DEVICES:

ALL TRAFFIC CONTROL DEVICES SHALL MEET INDUSTRY AND WISCONSIN DOT STANDARDS ACCESS ROUTES USED BY CONTRACTOR MUST BE CLEARLY MARKED TO PREVENT INADVERTENT ENTRY TO AREAS OPEN TO AIRPORT OPERATIONS.

CONTRACTOR SHALL PROVIDE "25 MPH SPEED LIMIT" SIGNS AND "HAUL ROUTE" SIGNS WHEN HAULING ON THE AIRPORT ROADWAYS AND TAXIWAYS. OTHER SPEED LIMITS THAT MUST BE OBSERVED ARE, 10 MPH ON ANY AIRCRAFT APRON AND

5 MPH WITHIN 50 FEET OF ANY AIRCRAFT.

F. CONTRACTOR MUST PROVIDE AN EMERGENCY CONTACT AVAILABLE 24 HOURS FOR MAINTENANCE OF CONSTRUCTION LIGHTING AND BARRICADING, OR ANY OTHER ISSUES THAT INTERFERE WITH THE OPERATIONS AT THE AIRPORT.

G. CONTRACTOR SHALL, ON A DAILY BASIS, COORDINATE WITH THE AIRPORT MAINTENANCE SUPERINTENDENT TO ENSURE ALL REQUIRED AIRFIELD LIGHTING IS FUNCTIONAL, LIGHTED BARRICADES ARE OPERATIONAL, AND TO REVIEW NOTAM'S.

FUEL SUPPORT

ANY TYPE OF FUELING SUPPORT FACILITY OR DEVICE USED TO REFUEL CONSTRUCTION EQUIPMENT IS SUBJECT TO LOCAL FIRE INSPECTION. LOCAL FIRE CODES AND SAFETY STANDARDS SHALL BE MET PRIOR TO COMMENCEMENT OF WORK.

SWEEPING / CLEAN-UP

A. THE CONTRACTOR SHALL HAVE SWEEPING OR VACUUMING CAPABILITIES ON-SITE AT ALL TIMES IN ORDER TO REMOVE DEBRIS FROM ACTIVE OPERATIONAL AREAS (RUNWAYS, TAXIWAYS, APRONS, ENTRANCE ROADS, PARKING LOTS, ETC). MATERIAL TRACKED ONTO THESE AREAS MUST BE CONTINUOUSLY REMOVED DURING THE CONSTRUCTION PROJECT. PRIOR TO OPENING AIRCRAFT MOVEMENT AREAS CLOSED FOR THIS PROJECT, THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE SITE, INCLUDING ADJACENT PAVEMENTS AND HAUL ROUTES, IS CLEAR OF ANY FOREIGN OBJECT DEBRIS (FOD) TO THE SATISFACTION OF AIRFIELD MANAGEMENT. UPON COMPLETION OF THIS PROJECT, THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THE SITE, INCLUDING ADJACENT PAVEMENTS AND HAUL ROUTES, IS RETURNED TO ORIGINAL CONDITION TO THE SATISFACTION OF THE AIRPORT. CONTRACTOR MAY CHOOSE TO USE TRACKOUT CONTROL DEVICES ALONG WITH SWEEPING AND VACUUMING EFFORTS TO DEAL WITH POTENTIAL FOD ISSUES. SUCH TRACKOUT DEVICES CAN BE FOUND AT WWW.TRACKOUTCONTROL.COM

OR BY SIMILAR SUPPLIERS.

B. HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT, CONTRACTOR MUST CONTAIN AND CLEAN-UP SPILLS RESULTING FROM FUEL OR HYDRAULIC FLUID LEAKS. ANY SPILLS OF HAZARDOUS MATERIAL MUST BE CLEANED UP IN ACCORDANCE WITH APPLICABLE

REGULATIONS.

C. CONTRACTOR SHALL USE ALL MEANS NECESSARY TO MINIMIZE DUST DURING CONSTRUCTION OPERATIONS. IF THE AIRPORT

REQUESTS DUST CONTROL, IT SHALL BE APPLIED IMMEDIATELY.

HAUL ROUTES, PLANT SITES AND STAGING AREAS

HAUL ROUTES AND ACCESS TO THE CONSTRUCTION SITE(S) WILL BE AS SHOWN ON THE CONSTRUCTION SAFETY AND PHASING

PLAN AND AS DISCUSSED AT THE PRE-BID CONFERENCE.

CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL HAUL ROADS, PLANT SITES AND STAGING AREAS TO ORIGINAL CONDITION.

THIS WILL INCLUDE BUT NOT BE LIMITED TO GRADING (FILLING IF NECESSARY) AND SEEDING ALL TURF AREAS. ANY PAVEMENT AREAS USED BY THE CONTRACTOR AS A HAUL ROUTE WHICH ARE DAMAGED WILL BE REPAVED AND/OR REMARKED AS APPROVED

BY THE BCE AT THE CONTRACTOR'S EXPENSE.

THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING ALL HAUL ROUTES PRIOR TO THE START OF CONSTRUCTION. THE CONDITION OF EXISTING HAUL ROUTES SHALL BE DOCUMENTED EITHER WITH PICTURES OR VIDEO AND PROVIDED TO THE BCE PRIOR TO ANY HAULING ACTIVITIES. ANTICIPATED COSTS ASSOCIATED WITH DOCUMENTING EXISTING HAUL ROUTE CONDITION, OR RECONSTRUCTING OR RESTORING HAUL ROUTES AND STAGING AREAS SHALL BE INCIDENTAL TO THE PROJECT.

UNDERGROUND ELECTRICAL CIRCUITS

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING AIRFIELD UTILITIES, AND ELECTRICAL CIRCUITS, WHETHER OWNED BY THE AIRPORT OR OTHER AGENCIES OPERATING AT THE AIRPORT. LOCATIONS OF EXISTING UTILITIES SHOWN IN THE PLANS ARE BASED ON AVAILABLE AS-BUILT DATA AND ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ANY CROSSING OF UNDERGROUND ELECTRICAL CIRCUITS AND UTILITIES WITH THE AIRPORT, AND FAA FACILITIES PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PROVIDE TONING EQUIPMENT CAPABLE OF DETECTING A 60 HZ SIGNAL FOR LOCATING CABLES IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL LOCATE EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. COST OF LOCATING THE UTILITIES AND PROVIDING THE TONING EQUIPMENT SHALL

BE INCIDENTAL TO THE PROJECT.

ANY ELECTRICAL CIRCUITS TO BE CROSSED SHALL THEN BE TESTED FOR RESISTANCE TO GROUND BY THE CONTRACTOR UNDER SUPERVISION OF THE BCE AND THE READINGS RECORDED. FOLLOWING CONSTRUCTION, THE CONTRACTOR, UNDER THE SUPERVISION OF THE BCE, SHALL CHECK ALL CIRCUITS CROSSED DURING THE PROJECT. ANY CIRCUITS SHOWING A DECREASE IN RESISTANCE TO GROUND SHALL BE CORRECTED BY THE CONTRACTOR SO AS TO PROVIDE AT LEAST 50 MEGOHMS RESISTANCE IN THAT CIRCUIT. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ANY CORRECTIVE ELECTRICAL WORK DUE TO CONTRACTOR'S OPERATIONS. SEE SPECIFICATIONS FOR REPAIR AND SPLICING REQUIREMENTS.

AIRPORT SECURITY

NOTE: IT IS REQUIRED THAT CONTRACTORS WILL ACCESS THE ACTIVE AIRFIELD. WORK WITHIN THE PROJECT LIMITS WILL NOT

REQUIRE COMMUNICATION WITH THE CONTROL TOWER.

THE CONTRACTOR WILL PROVIDE A GATE GUARD AT ALL POINTS OF ENTRY USED BY THE CONTRACTOR. COST OF GUARD TO BE PAID BY THE CONTRACTOR. GATES MUST BE LOCKED AT ALL TIMES WHEN NOT USED OR NOT GUARDED BY THE GATE GUARD. IF ANY CONSTRUCTION GATES ARE FOUND BY AIRFIELD STAFF TO BE OPEN AND UNATTENDED, ALLOWING UNINHIBITED ACCESS TO ANY SECURE AND/OR AIRCRAFT MOVEMENT AREAS ON THE AIRFIELD, THE CONTRACTOR MAY INCUR A FINE.

ALL COSTS INCURRED IN MEETING THE AIRFIELD SECURITY REQUIREMENTS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.

WILDLIFE MANAGEMENT

CONTRACTOR MUST AVOID CREATING WILDLIFE HAZARDS ON THE AIRPORT SUCH AS TRASH, STANDING WATER, TALL GRASS AND SEEDS. SEEDING SHOULD COMPLY WITH THE MOST CURRENT EDITION OF FAA AC 150/5370-10.

MEETINGS AND CORRESPONDENCE

A. AIRPORT SHALL ISSUE ALL NOTAMS.

B. CONTRACTOR IS REQUIRED TO ATTEND WEEKLY COORDINATION MEETINGS AT WHICH SAFETY ISSUES WILL BE DISCUSSED.

C. ALL CONTRACTOR PERSONNEL SHALL COMPLETE THE AIRPORT'S BADGING REQUIREMENTS AND APPLICABLE SIDA/AOA/DRIVERS TRAINING COURSE. INFORMATION WILL BE SUPPLIED AT THE PRE-CONSTRUCTION MEETING.

ENFORCEMENT

A. VIOLATIONS TO THE AIRPORT OPERATIONS OR THESE RULES AND REGULATIONS, DEPENDING UPON THE SEVERITY OF THE

VIOLATION, MAY RESULT IN ONE OR MORE OF THE FOLLOWING:

1. FINES

2. A VERBAL AND/OR WRITTEN WARNING

3. REVOCATION OF AOA BADGE AND/OR VEHICLE ACCESS PERMIT

4. THE CONTRACT WORK BEING STOPPED UNTIL CORRECTIVE MEASURES ARE TAKEN TO PRECLUDE A RECURRENCE OF

THE VIOLATIONS. NO TIME EXTENSION WILL BE ISSUED DUE TO A VIOLATION.

5. REMOVAL FROM THE PROJECT

B. THE CONTRACTOR IS RESPONSIBLE FOR ALL FINES LEVIED BY THE AIRPORT, AND/OR TSA FOR VIOLATIONS OF AIRFIELD AND

SECURITY REGULATIONS.

PERMITS AND LOCAL INSPECTION FEES

THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS REQUIRED FOR THIS PROJECT. ALL COSTS

ASSOCIATED WITH PERMITS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.

OPERATIONS/PHASING/TRAFFIC CONTROL GENERAL NOTES:

1. ALL SCHEDULING TO BE COORDINATED THROUGH THE BCE AND APPROVED BY AIRPORT OPERATIONS.

2. CONTRACTOR SHALL LOCATE ALL PUBLIC AND PRIVATE UTILITIES

2. ALL LANDSIDE AND AIRSIDE PAVEMENTS SHALL BE KEPT CLEAN OF CONSTRUCTION DEBRIS AT ALL TIMES. PAVEMENT CLEANING SHALL BE ACCOMPLISHED WITH A VACUUMING SWEEPER TRUCK (ELGIN CROSSWIND FSX OR AIRPORT APPROVED EQUAL).

3. ALL ROADS TO REMAIN OPEN TO VEHICLE TRAFFIC AT ALL TIMES.

4. CONTRACTOR SHALL SUPPLY ANY TEMPORARY STOP, SPEED LIMIT, OR ANY OTHER SIGN OR TRAFFIC CONTROL DEVICE

REQUIRED TO PERFORM CONSTRUCTION.

5. CONTRACTOR SHALL NOT PARK OR TURN AROUND CONSTRUCTION VEHICLES IN ANY AIRCRAFT ACTIVE AREAS.

6. NO PERSONAL VEHICLES WILL BE ALLOWED THROUGH AIRPORT GATES OR FENCE.

7. THE CONTRACTOR SHALL LOCATE ALL PUBLIC AND PRIVATE UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND PROTECT THROUGHOUT CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR

AT NO COST TO THE OWNER.

8. ALL CONTRACTOR PERSONNEL SHALL COMPLETE THE AIRPORT BACKGROUND, SECURITY CHECK, AND DRIVERS TRAINING COURSE PRIOR TO BEING ABLE TO ACCESS THE SITE. THIS SHALL BE COORDINATED THROUGH AIRPORT OPERATIONS A MINIMUM OF TEN DAYS PRIOR TO THE REQUESTED DATE. FOR INFORMATION REGARDING THE TRAINING REQUIRED, SEE

"AIRPORT SECURITY" ON THE PROJECT PHASING NOTES.

9. ALL CONTRACTOR VEHICLES ON THE AIRFIELD MUST HAVE AN AIRPORT PASS ISSUED FOR AND DISPLAYED ON EACH VEHICLE'S

DASHBOARD. THIS PASS WILL BE OBTAINED AFTER PASSING REQUIRED BADGING PROCESS.

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ISSUED

Mead & Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

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3141900-160242.01

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DECEMBER 14, 2017

JTP

ASHRAE Standard 90.1: Energy Standard for Buildings Except Low-Rise Residential Buildings – 2013

ASHRAE Standard 62.1: Ventilation for...

ASHRAE Standard 55: Thermal...

NFPA 914: Code for Fire Protection of Historic Structures - 2014

NFPA 780: Standard for the Installation of Lightning Protection Systems -...

NFPA 285: Standard Fire Test Method for Evalution of Fire Propagation Charcteristics of Exterior Non-Load-Bearing Wall Assemblies Contain Combustible Compennts - 2012

NFPA 170: Standard for Fire Safety and Emergency Symbols - 2015

NFPA 101: Life Safety Code - 2015

NFPA 90A: Standard for the Installation of Air Conditioning and Ventilating Systems - 2015

NFPA 75: Standard for Fire Protection of Information Technology Equipment - 2017

NFPA 72: National Fire Alarm Code and Signaling Code - 2016

NFPA 70: National Electrical Code - 2017

NFPA 58: Liquefied Petroleum Gas Code - 2017

NFPA 54 (ANSI Z223.1): National Fuel Gas Code - 2015

NFPA 24: Standard for the Installation of Private Service Mains and Their Appurtenances - 2016

NFPA 13: Standard for the Installation of Sprinkler Systems - 2016

NFPA 1: Fire Code - 2015

International Code Council (ICC) Library of Codes - 2015

Public Codes:

● Applicable current ANG-ETL's as listed in ANG-ETL 15-01

ANG-ETL 15-01, Air National Guard Design Policy - May 1, 2015

Air National Guard Engineering Technical Letters (ANG-ETL)

Air National Guard Design Requirements:

Accessibility: Architectural Barriers Act (ABA) Standards (2015)

Energy Conservation: Public Law 1095-58; Energy Policy Act (EPAct of 2005), - August 8, 2005

Public Law:

UFC 3-575-01: Lightning and Static Electricity Protection Systems - July 1, 2012

UFC 3-430-01FA: Heating and Cooling Distribution Systems - July 25, 2003

UFC 3-400-02: Design: Engineering Weather Data - February 28, 2003

UFC 4-021-01: Design and O&M: Mass Notification Systems - Change 1, January 2010

UFC 4-010-02: DoD Minimum Antiterrorism Standards for Buildings (FOUO) - February 9, 2012

UFC 4-010-01: DoD Minimum Antiterrorism Standards for Buildings - Change 1, October 1, 2013

UFC 3-600-01: Fire Protection Engineering for Facilities - August 8, 2016

UFC 3-580-01: Telecommunications Building Cabling Systems Planning and Design - June 1, 2016

UFC 3-560-01: Electrical Safety, O&M - Change 5, April 14, 2015

UFC 3-550-01: Exterior Electrical Power Distribution - September 1, 2016

UFC 3-530-01: Interior and Exterior Lighting Systems and Controls - Change 3, June 1, 2016

UFC 3-520-01: Interior Electrical Systems - October 6, 2015

UFC 3-501-01: Electrical Engineering - October 6, 2015

UFC 3-420-01: Plumbing Systems - Change 10, October 26, 2015

UFC 3-410-01: Heating, Ventilating, and Air Conditioning - Change 2, October, 2015

UFC 3-401-01: Mechanical Engineering - Change 1, October, 2015

UFC 3-310-04: Seismic Design of Buildings - Change 1, June 20, 2016

UFC 3-301-01: Structural Engineering - Change 3, September 12, 2016

UFC 3-240-01: Waste Water Collection - Change 1, November 1, 2014

UFC 3-230-01: Water Storage, Distribution, and Transmission - Change 2, July 2, 2014

UFC 3-220-01: Geotechnical Engineering - November 1, 2012

UFC 3-210-10: Low Impact Development - Change 1, February 1, 2016

UFC 3-201-02: Landscape Architecture - Change 1, November, 2009

UFC 3-201-01: Civil Engineering - June 1, 2013

UFC 3-120-10: Interior Design - Change 1, July, 2007

UFC 3-110-03: Roofing - Change 1, May 22, 2014

UFC 3-101-01: Architecture - Change 3, June 20, 2016

UFC 1-200-02: High Performance and Sustainable Building Requirements - Change 3, November 7, 2014

UFC 1-200-01: General Building Requirements - August 20, 2016

Core Uniform Facility Criteria (UFC)

Department of Defense (DoD) Design Requirements:

Applicable Design Criteria and Codes:

Battle Creek, MI

W.K. Kellogg Airport

Repair Bldg. 6922 for Cyber Operations Squadron

Project Name and Location:

APPLICABLE CODES AND DESIGN CRITERIA

NFPA 70.

All references to NFPA 70 muste be considered to be references to UFC 3-501-01, which cites

Electrical Code:

UFC 3-410-01, which cites the IMC.

All references to the International Mechanical Code (IMC) must be considered to be references to

Mechanical Code:

references to UFC 1-200-02, which cites ASHRAE 90.1 and ASHRAE 189.1.

All references to the International Energy Conservation Code (IECC) must be considered to be

Energy Code:

UFC 3-410-01,which cites the IPC.

All references to the International Plumbing Code (IPC) must be considered to be referrenes to

Plumbing Code:

NFPA 54 (ANSI Z223.1) and NFPA 58.

All references to the Internatinal Fuel Gas Code (IFGC) must be considered to be references to

Fuel Gas Code:

UFC-3-600-01,which cites NFPA 1.

All references to the International Fire Code (IFC) must be considered to be references to

Fire Code:

criteria.

miltiary criteria in UFC 1-200-01. In conflicts between the IEBC and military criteria use the military through reference to core UFC, other UFC as identified in Appendix A, References, and other listed

ICC - International Existing Building Code (IEBC) as modified by Chapter 2, 3, and 4 of UFC 1-200-01

Existing Structure:

earthquake), as well as load combinations, and permitted design methodoologies.

loading requirements, minimum design loads (live and dead load, snow and wind, rain, flood, and

UFC 3-310-04 for the sesmic design of buildings. IBC Chapter 16 describes minimal structural

. Use IBC Chapter 16, Structural Design as modified by UFC 3-3010-01. Use IBC Chapter 16 and

Chapter 16 - Structural Design accessibility.

Architectrual Barriers Act (ABA) Standards (2015). Do notu use IBC, Chapter 11 for determining

. All references twithin the IBC to Chapter 11, Accessibility must be considered be references to the

Chapter 11 - Accessibility cites NFPA 101. Do not use IBC, Chapter 10 for determining means of egress.

. All references to IBC, Chapter 10 must be considered to be references to UFC-3-600-01, which

Chapter 10 - Means of Eagress criteria.

miltiary criteria in UFC 1-200-01. In conflicts between the IBC and military criteria use the military through reference to core UFC, other UFC as identified in Appendix A, References, and other listed

ICC - International Building Code (IBC) as modified by Chapter 2, 3, and 4 of UFC 1-200-01

Building Code:

Required Core Design References

ADMINISTRATION OF CODES AND DESIGN CRITERIA

of 0.1 W/cm² or as otherwise specified.

Interior Floor Finish: Floor coverings other than carpet shall have a minimum critical radiant flux

Interior Floor Finish: Carpet and carpet like interior floor finishes shall comply with ASTM D-2859

Interior Floor Finish in Exit Enclosures: Class II (Minimum)

Interior Wall and Ceiling Finish for other areas: Class B (Minimum)

Interior Wall and Ceiling Finish for Exits and Exit Corridors: Class A (Minimum)

NFPA 101, Section 39.3.3 including subsections and Section 10.2 including subsections

Interior Finishes:

X ≥ 30 ft 0 hr

10 ft ≤ 30 ft 0 hr

5 ft ≤ 10 ft 1 hr

X < 5 ft 1 hr

Group B, Type IIB Construction

Exterior Nonbearing Walls and Partitions where "x" is distance from fire separation

IBC Table 602

Fire-Resistance Rating Requirements for Exterior Walls Based on Fire Separation Distance

Roof Construction 0 hr

Floor Construction 0 hr

Interior 0 hr

Nonbearing walls and Partitions

Exterior 0 hr

Nonbearing walls and Partitions

Interior 0 hr

Exterior 0 hr

Bearing Walls

Primary structural frame 0 hr

Group B, Type IIB Construction

IBC Table 601

Fire-Resistance Rating Requirements for Building Elements (Hours)

Bldg 6922 92,000 22,789

Allowable Area (S.F.) Actual Area (S.F.)

Occupancy / Construction Type - Group B / IIB = 92,000 s.f.

IBC Table 506.2:

Building Area:

Actual

Maximum Allowed

Number of Stories

Actual 1 Stories

Maximum Allowed 4 Stories Group B

Number of Stories

Group B / IIB = 4 Stories

IBC Table 504.4:

Allowable Number of Stories Above Grade Plane

Actual 29 Feet

Maximum Allowed 75 Feet Group B

Building Height

Group B / IIB = 75 Feet High

IBC Table 504.3:

Allowable Building Height

Sprinklered: Yes

Type IIB

IBC Table 601

Construction Type:

IBC Section 304.1: Business Group B (Professional services)-Office

Building Occupancy Classifications:

FIRE PROTECTION AND LIFE SAFETY ANALYSIS

Service Sinks: 1 per floor

Drinking Fountains: 1 per 75 persons (p)

Showers - both male and female: 1 per 15 persons (p), only if need

Lavatories - both male and female: 1 per 20 persons (p), up to 100 p ; then 1 per 45 p required, one for one.

Urinals - male: Urinals may be substituted for no more than one-third of the water closets

Water Closets - both male and female: 1 per 20 persons (p), up to 100 p ; then 1 per 40 p

Business Occupancy

Minimum Number of Plumbing Fixtures

UFC 3-420-01, Section 402.1.D

Plumbing Fixtures:

dated October 31, 2008 (Revised 2015).

Department of Defense Facilities as adopted by the Deputy Secretary of Defense Memorandum

The design and construction of this facility shall comply with ABA Accessible Standards for

ABA Accessibility Standard for Department of Defense Facilities

Accessibility Requirements:

Portable fire extinguishers shall be selected, installed, inspected, and maintained in accordance with NFPA 10.

The local Authority Having Jurisdiction (AHJ) shall coordinate the (1) size, (2) type, and (3) location of portable fire extinguishers for each room in the facility.

NFPA 101, Section 9.7.4.1

Fire Extinguishers, General:

Existing Business Occupancies 300 feet

NFPA 101, Section 39.2.6.3

Travel Distance to Exits:

Existing Business Occupancies 100 feet

NFPA 101, Section 39.2.5.3.1

Common Path of Travel:

Existing Business Occupancies 50 feet

NFPA 101, Section 39.2.5.2.1

Dead-end Corridor Distance:

Total Occupants: 228

Bldg 6922 22,789 228

Floor Level Area Occupants

Business Occupancy: 1 occupant / 100 gsf

NFPA 101, Table 7.3.1.2 Occupant Load Factor:

Occupant Load:

Section 39.2.5 with subsections included.

The entire building meets the requirements for 2 exits maximum per NFPA 101, Section 39.2

2 Exits only however areas of the building can be served by a single exit per this section.

NFPA 101, Section 39.2.4 including subsections: The building does not meet the requireme...

1 Exit Only

Number of Exits:

50 or more people per NFPA 101, Section 38.2.3.2 44-inches minimum

49 or less people per NFPA 101, Section 7.3.4.1.2 36-inches minimum

Clear width of any corridor or passageway

Capacity of Means of Egress:

FIRE PROTECTION AND LIFE SAFETY ANALYSIS, CONTINUED

F

REF.REF.

UP

K - 84 LF 36"

L - 73 LF 36"

K

J

I

H

G F

A

L

C

J - 95 LF 36"

I - 73 LF 36"

26'

14'

19'

2'

38'

45'

12'

H - 123 LF 36"

G - 144 LF 36"

14'

53'

23'

54'

14'

8'

11'

B,D

E

F - 83 LF 36"

E - 90 LF 36"

61'

12'

10'

10'

46'

11'

14'

16'

14'

7'

11'

D - 62 LF 36"

6'

29'

6'

60'

7'

3'6'

8'

19'

19'

19'

12' 26'

19'

29'

21'

14'

20'

29'

A - 83 LF 36"

- 138 LF 36"C

9'

B - 77 LF 36"

765432

11'2'3'4'

A

B

AA

A.7

C

D

9'

14'

9'

9'

CEILING MOUNT / PENDANT MOUNT EXIT SIGN,

SHADED QUADRANT (S) DENOTES ILLUMINATED

FACE OF SIGN. ARROW DESIGNATES CHEVRON

INDICATING DIRECTION OF TRAVEL.

(SEE ELECTRICAL DRAWINGS FOR EXIT LIGHT

LOCATIONS)

FIRE / LIFE SAFETY / MEANS OF EGRESS LEGEND

WALL MOUNTED EXIT SIGN WITH SAME

DESIGNATIONS NOTED ABOVE.

(SEE ELECTRICAL DRAWINGS FOR EXIT LIGHT

LOCATIONS)

DIRECTION OF TRAVEL

POINT OF BEGINNING (POB) IN PATH

OF EXIT ACCESS TRAVEL DISTANCE

POINT OF EXIT

PATH OF TRAVEL

-EXIT DISTANCE,

EXIT WIDTH

X

X

POINT OF END IN PATH OF EXIT ACCESS

EXISTING WALL HUNG F.E

F.E

EXISTING FEC

1 HR RATED

1 HR RATED WALLS,FLOOR PENETRATIONS,

CEILING AND STRUCTURE ABOVE.

SHEET NO.:

SHEET CONTENTS

DO NOT SCALE DRAWINGS

ISSUED

Mead & Hunt, Inc.

2440 Deming Way

Middleton, WI 53562 phone: 608-273-6380 meadhunt.com

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

© Copyright This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead & Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.

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3141900-160242.01

MAB

RCL

DECEMBER 14, 2017

JTP

3/32" = 1'-0"1

CODE ANALYSIS AND LIFE SAFETY PLAN

STRUCTURAL DESIGN CRITERIA FOUNDATION NOTES

F-1. ALL COLUMN FOOTINGS ARE TO BE CENTERED UNDER COLUMN

CENTERLINES, UNLESS NOTED OR DETAILED OTHERWISE.

F-2. THE FOUNDATION CONTRACTOR SHALL FULLY REVIEW UNDER-GROUND

PLUMBING DRAWINGS AND SHALL COORDINATE WITH THE UNDER-GROUND

PLUMBING CONTRACTOR TO DEPRESS FOOTINGS AND PROVIDE PIPE

SLEEVES THROUGH FOUNDATION WALLS AS NECESSARY TO ACCOMMODATE

PLUMBING LINES OR TRAPS WHICH PENETRATE CONCRETE FOOTINGS OR

FOUNDATIONS.

F-3. PROVIDE PVC SLEEVES THROUGH FOUNDATION WALLS/FOOTINGS FOR PIPE,

CONDUIT, AND CABLE PENETRATIONS, INCLUDING ELECTRICAL GROUNDING

SYSTEM CABLES. SEE APPROPRIATE DRAWINGS FOR LOCATIONS/SIZES.

PLACE SLEEVES IN LOCATIONS TO AVOID DISPLACING REINFORCING STEEL.

F-4. FOOTING SUBGRADES SHALL BE CLEAN AND FREE OF DEBRIS, STANDING

WATER, AND LOOSE SOIL.

F-5. COORDINATE WITH ARCHITECTURAL AND CIVIL DRAWINGS FOR

MISCELLANEOUS FOUNDATIONS NOT SHOWN ON STRUCTURAL DRAWINGS.

F-6. CONTROL JOINTS IN THE CAST-IN-PLACE CONCRETE FOUNDATION WALLS

SHALL BE PLACED AT SPACING NOT TO EXCEED 20' O.C. OR AS LOCATED PER

DRAWINGS AND SHOULD ALIGN WITH MASONRY CONTROL JOINTS WHERE

APPLICABLE. SEE DETAIL SHEETS FOR CONTROL JOINT DETAILS. PROVIDE

VERTICAL "V" GROOVE AT ALL CONSTRUCTION AND CONTROL JOINTS.

CONTRACTOR SHALL SUBMIT PLANS OF JOINT LOCATIONS FOR APPROVAL.

F-7. SEE TYPICAL SLAB-ON-GRADE DETAILS FOR SLAB AND SUB-BASE

REQUIREMENTS. THESE WILL BE TYPICAL THROUGHOUT UNLESS NOTED

OTHERWISE.

F-8. A LEAN CONCRETE MUD SLAB 2" TO 3" THICK SHALL BE USED IN THE FOOTING

EXCAVATION IF THE BOTTOM OF THE EXCAVATION TENDS TO BECOME

MUDDY AND SOFT DUE TO CONSTRUCTION ACTIVITY. LEAN CONCRETE

SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI.

F-9. COORDINATE GROUNDING REQUIREMENTS FOR FOUNDATION/FOOTING

REINFORCING STEEL WITH ELECTRICAL DRAWINGS. COORDINATE

INSTALLATION OF GROUNDING WIRES/EQUIPMENT WITH ELECTRICAL

CONTRACTOR PRIOR TO CASTING CONCRETE.

CONCRETE & REINFORCING STEEL NOTES

MATERIAL PROPERTIES (U.N.O.)

COMPRESSIVE STRENGTH - F'c = 4 KSI CONCRETE REINFORCEMENT - Fy = 60 KSI (A615 GR 60)

CR-1. PROVIDE ONE (1) HOOKED REINFORCING BAR IN CONCRETE FOOTING

TO SERVE AS A “CONCRETE ENCASED ELECTRODE” IN ACCORDANCE WITH

THE NATIONAL ELECTRIC CODE. COORDINATE WITH ELECTRICAL

CONTRACTOR FOR EXACT LOCATION. HOOKED REINFORCING BAR SHALL

CONFORM TO THE FOLLOWING:

A. UNCOATED, LOW-ALLOY STEEL, CONFORMING TO ASTM A706.

B. BAR SIZE NUMBER 4 HOOKED AT ONE END ONLY.

C. MINIMUM HORIZONTAL LENGTH OF REINFORCING BAR ENCASED IN

CONCRETE FOOTING SHALL BE 20’-0” AS DEFINED IN NEC, ARTICLE 250.

D. MINIMUM VERTICAL PROJECTION OF REINFORCING BAR ABOVE

CONCRETE SLAB SHALL BE 0’-6”.

E. MINIMUM COVER ALL AROUND REINFORCING BAR SHALL BE 2”.

CR-2. ALL BAR LAPS SHALL CONFORM TO ACI 318 CLASS "B" SPLICE CRITERIA. USE

TOP BAR LAP LENGTHS FOR TOP BARS IN SLABS AND BEAMS OVER 14" DEEP.

MINIMUM BAR LAPS AS FOLLOWS U.N.O.:

#3 = 1'-4" #4 = 1'-4" #5 = 1'-10" #6 = 2'-7" #7 = 4'-2" #8 = 5'-2" #9 = 6'-4" #10 = 7'-8" #11 = 9'-0"

FOR EPOXY COATED BARS, PROVIDE 1.5 TIMES THE INDICATED LAP LENGTH.

FOR TOP BARS PROVIDE 1.3 TIMES THE INDICATED LAP LENGTH.

CR-3. LAP LENGTH SHALL BE SPECIFICALLY NOTED ON SHOP DRAWINGS WHERE

MORE THAN ONE BAR MAKES UP A CONTINUOUS STRING.

CR-4. HORIZONTAL BARS SHALL BE DETAILED TO SHOW THE DISTANCE FROM AT

LEAST ONE END OF THE BAR TO THE NEAREST BUILDING GRID LINE OR

WALL.

CR-5. ALL REINFORCEMENT BARS SHALL BE FABRICATED IN ACCORDANCE WITH

THE LATEST CRSI MANUAL OF STANDARD PRACTICE AND SHALL BE CLEAN

AND FREE OF GREASE AND SCALING RUST.

CR-6. CONTINUOUS TOP AND BOTTOM BARS, WHEN SHOWN IN TRANSVERSE

SECTION ONLY, SHALL BE LAPPED AS FOLLOWS:

TOP BARS NEAR MID-SPANS; BOTTOM BARS DIRECTLY OVER SUPPORTS,

U.N.O.

CR-7. WATER STOPS SHALL BE PROVIDED IN HORIZONTAL AND VERTICAL

CONSTRUCTION JOINTS WHERE FINISHED FLOOR IS BELOW EXTERIOR

GRADE UNLESS OMISSION IS APPROVED BY THE CONTRACTING OFFICER'S

REPRESENTATIVE.

CR-8. HOOK HORIZONTAL WALL AND BEAM REINFORCING BARS AT

DISCONTINUOUS ENDS, TYPICAL U.N.O. EXTEND REINFORCEMENT TO FAR

FACE OF PIERS/PEDESTALS AND/OR COLUMNS U.N.O.

CR-9. PROVIDE HOT/COLD WEATHER PROCEDURES AND PROTECTION IN

ACCORDANCE WITH ACI RECOMMENDATIONS AND PROJECT

SPECIFICATIONS.

CR-10. CONCRETE REINFORCEMENT PROTECTION/CLEAR COVER, U.N.O.:

FOOTINGS:

BOTTOM & SIDES 3"

TOP 2"

WALLS:

EXTERIOR EXPOSURE 2"

INTERIOR EXPOSURE 1"

BEAMS/COLUMNS:

OVER TIES OR STIRRUPS 1 1/2"

ELEVATED SLABS: 1"

CR-11. PROVIDE ADDITIONAL #4 BARS AT 4'-0" LONG 1" BELOW TOP OF SLAB AT

45° TO ALL REENTRANT CORNERS,OPENINGS IN CONCRETE SLABS AND

AS INDICATED ON DRAWINGS.

CR-12. ALL CONCRETE FOUNDATION WALLS SHALL HAVE A MINIMUM OF (2) #5 BARS

CONTINUOUS TOP AND BOTTOM, UNLESS NOTED OR DETAILED OTHERWISE.

CR-13. EXTEND ALL PIER STEEL TO PROVIDE STD. HOOK UNDER FOOTING

REINFORCEMENT, UNLESS NOTED OTHERWISE.

CR-14. ALL CONCRETE DESIGN AND CONSTRUCTION SHALL CONFORM WITH THE

LOCAL BUILDING CODE REQUIREMENTS AND THOSE OF THE FOLLOWING

STANDARDS (LATEST EDITION):

"ACI 318, BUILDING CODE REQUIREMENTS FOR REINFORCED CONC."

"ACI 315, DETAILS AND DETAILING OF CONCRETE REINFORCEMENT"

"ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BLDGS."

"ACI 307, RECOMMENDED PRACTICE FOR CONCRETE FORM WORK"

CR-15. SEE SECTION 033000 OF SPECIFICATIONS FOR INFORMATION REGARDING

CONCRETE MIX DESIGN, TESTING, MATERIALS, AND ADMIXTURES.

CR-16. ALUMINUM CONDUIT IS NOT PERMITTED TO BE EMBEDDED IN CONCRETE.

CR-17. REFER TO FLATWORK DRAWINGS AND/OR SPECIFICATIONS FOR

SLAB-ON-GRADE FINISH TYPES AND DEPRESSIONS REQUIRED FOR MATS,

TILE, AND OTHER FINISH MATERIALS.

CR-18. PROVIDE FOOTING DOWELS TO MATCH VERTICAL WALL REINFORCING.

WHERE WALL REINFORCING IS NOT INDICATED, DOWEL FOOTING TO

FOUNDATION WALLS WITH #5 REBAR AT 16" O.C. BY 3'-0" LONG, WITH

STANDARD HOOKS EMBEDDED A MINIMUM OF 9" INTO FOOTING.

CR-19. ALL PIER FOOTINGS TO HAVE DOWELS WITH STANDARD HOOKS OF SAME

SIZE AND QUANTITY AS PIER STEEL. DOWELS TO LAP PIER STEEL AS

REQUIRED FOR A CLASS "B" TENSION SPLICE.

CR-20. ALL OPENINGS IN CONCRETE FOUNDATION WALLS ARE TO HAVE (4) #5

DIAGONAL BARS EACH FACE OF THE WALL UNLESS OTHERWISE NOTED.

BARS SHALL EXTEND 2 FEET BEYOND OPENING ON EACH SIDE.

CR-21. UNLESS NOTED OTHERWISE, THICKEN THE SLAB-ON-GRADE BENEATH

INTERIOR MASONRY PARTITIONS 8 INCHES BELOW BOTTOM OF SLAB ON

GRADE. THICKENED PORTION TO EXTEND 8 INCHES BEYOND THE FACE OF

THE

WALL ON EACH SIDE. REINFORCE THE THICKENED PORTION WITH (3) #5

CONTINUOUS, LONGITUDINAL REINFORCING BARS AND #5 TRANSVERSE

BARS AT 16" O.C., U.N.O.

CR-22. PITCH CONCRETE TO FLOOR DRAINS. COORDINATE WITH PLUMBING AND

ARCHITECTURAL DRAWINGS.

CR-23. U.N.O., PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS-ON-GRADE

AT 15 FOOT MAXIMUM CENTERS EACH DIRECTION. CONTRACTOR SHALL

SUBMIT PLANS OF JOINT LOCATIONS TO THE ARCHITECT/ENGINEER FOR

APPROVAL PRIOR TO CASTING SLABS-ON GRADE. COORDINATE WITH

ARCHITECTURAL DRAWINGS AND FLOOR FINISHES SUCH AS TILE AND

TERRAZZO.

CR-24. ALL DOWELS INTO EXISTING CONCRETE OR SOLID MASONRY TO BE EPOXY

ANCHORED WITH HILTI HIT-RE 500-SD ADHESIVE OR EQUIVALENT, (UNLESS

INDICATED OTHERWISE.)

GENERAL NOTES

G-1. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO START

OF CONSTRUCTION - RESOLVE ANY DISCREPANCY WITH CONTRACTING

OFFICER'S REPRESENTATIVE.

G-2. FOR CLARITY, ALL EXTERIOR SLABS AND SIDEWALKS MAY NOT BE SHOWN.

FOR EXACT DIMENSIONS, LOCATIONS, JOINTS AND SCORE LINES, SEE

ARCHITECTURAL AND/OR CIVIL DRAWINGS.

G-3. VERIFY ALL SIZES, WEIGHTS AND LOCATIONS OF MECHANICAL AND

ELECTRICAL EQUIPMENT, ROOF PENETRATIONS, DUCTS, ETC. WITH

MECHANICAL AND ELECTRICAL CONTRACTORS AND FIELD CONDITIONS.

G-4. DETAILS MARKED "TYPICAL" MAY OR MAY NOT BE CUT ON PLANS, BUT

SHALL APPLY UNLESS NOTED OTHERWISE.

G-5. STRUCTURAL SYSTEM IS DESIGNED TO WORK AS A COMPLETED SYSTEM,

ANY SHORING OR BRACING NECESSARY DURING CONSTRUCTION SHALL

BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.

G-6. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING PLANS

FOR SLEEVES, INSERTS, ETC. NOT SHOWN ON STRUCTURAL PLANS.

G-7. NO PIPES OR SLEEVES FOR MECHANICAL TRADES SHALL PASS THROUGH

STRUCTURAL MEMBERS WITHOUT APPROVAL OF THE CONTRACTING OFFICER'S

REPRESENTATIVE

G-8. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL SITE SAFETY AND ALL

ACCIDENTS WHICH RESULT IN DEATH, PERSONAL INJURY, OR DAMAGE TO

PROPERTY ARISING OUT OF OR IN CONNECTION WITH THE PERFORMANCE

OF THE WORK.

G-9. CONTRACTOR SHALL POST LIVE LOADS PER SECTION 106.1 OF THE

GOVERNING CODE.

G-10. SECTIONS, DETAILS, AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED

TO BE TYPICAL AND SHALL APPLY TO SIMILAR CONDITIONS ELSEWHERE,

UNLESS OTHERWISE SHOWN.

DO NOT SCALE DRAWINGS

EARTHWORK NOTES

EW-1. SEE GEOTECHNICAL REPORT AND SPECIFICATIONS FOR DEFINITION OF

MATERIALS AND COMPACTION REQUIREMENTS.

EW-2. U.N.O., THE CONTRACTOR SHALL RETAIN AN INDEPENDENT, QUALIFIED

GEOTECHNICAL ENGINEERING FIRM/TESTING AGENCY TO IDENTIFY AREAS

OF POOR SOILS, TO MONITOR PROPER SUBGRADE PREPARATIONS AND TO

OVERSEE AND TEST THE PLACEMENT OF COMPACTED FILL MATERIAL.

EW-3. ALL SUBTERRANEAN STRUCTURES, UTILITIES, PIPING, ETC. IIN THE AREA

OF EXCAVATIONS TO BE LOCATED AND MARKED BY CONTRACTOR PRIOR

TO EARTH REMOVAL WORK. CONTRACTOR TO MAINTAIN MARKERS UNTIL

EXCAVATION ACTIVITIES HAVE CEASED. IF UNDERGROUND UTILITY

CONFLICTS ARE DISCOVERED BEFORE OR ENCOUNTERED DURING

EXCAVATION, NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE

IMMEDIATELY.

EW-4. BEFORE PLACING FOOTINGS, FOUNDATIONS OR SLAB-ON-GRADE, THE

SUB-GRADE SHALL BE PREPARED AND INSPECTED AS REQUIRED BY THE

SPECIFICATIONS.

EW-5. REFERENCE THE GEOTECHNICAL REPORT INCLUDED IN THE PROJECT

MANUAL FOR…