RepairB685Drawings.pdf

PDF 20 MB Posted Sep 10, 2015

Attached to: MULTIPLE AWARD TASK ORDER CONTRACT (MATOC) - MN Federal contract opportunity
Solicitation number: W912LM-15-R-0004
Issued by: Department of the Army Minnesota Army National Guard

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Repair B685 - Drawings

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EXHIBITEOfferorProposalFormRR.docx	DOCX document	Oct 13, 2015
W912LM-15-R-0004-03-Amend03-FY16BasicMATOC.pdf	PDF	Oct 13, 2015
Q ADocument.docx	DOCX document	Oct 7, 2015
W912LM-15-R-0004-02_-_Amend_02_-_FY16_Basic_MATOC.pdf	PDF	Oct 7, 2015
EXHIBITEOfferorProposalFormR.docx	DOCX document	Oct 7, 2015
W912LM15R000401Amend0001.docx	DOCX document	Sep 14, 2015
RepairB685Specs.pdf	PDF	Sep 10, 2015
EXHIBITAPERFORMANCERELEVANCYQUESTIONNAIRE.docx	DOCX document	Sep 10, 2015
EXHIBITDTECHNICALPROPOSALDATAREQUIREMENTS.docx	DOCX document	Sep 10, 2015
EXHIBITCPASTPERFORMANCEEVALUATION.docx	DOCX document	Sep 10, 2015
EXHIBITBINFORMATIONANDCONSENT.docx	DOCX document	Sep 10, 2015
W912LM15R0004FY15MATOCSolicitation.docx	DOCX document	Sep 10, 2015
EXHIBITEOfferorProposalForm.docx	DOCX document	Sep 10, 2015

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FUEL

SCALE

NSP

LOX

FIRE STATION

686 645

NSP

661676

HERCULES AVENUE

SPITFIRE AVENUE

G E N

E R

A L M

R D

U T E

M A

HERCULES

AVENUE

MUSTANG AVENUE

U T E

M A

N D

A I R L

D R

U T E

M A

G E

N E

R A

L E

O M

R O

A D

NORTH

5 55'

M A

G T

R U

NORTH

5 55'

ACU NITS

V A

FUEL

SCALE

NSP

LOX

FIRE STATION

686 645

NSP

661676

HERCULES AVENUE

SPITFIRE AVENUE

G E N

E R

A L M

R D

U T E

M A

HERCULES

AVENUE

MUSTANG AVENUE

U T E

M A

N D

A I R L

D R

U T E

M A

G E

N E

R A

L E

O M

R O

A D

NORTH

5 55'

M A

G T

R U

NORTH

5 55'

ACU NITS

V A

LOCATION MAP

REPAIR HANGAR & SHOPS

BLDG 685

CONTACTS

CONTRACTING OFFICER'S REPRESENTATIVE

PROJECT MANAGER

CIVIL ENGINEER

ARCHITECT

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

LHB, INC.

21 WEST SUPERIOR STREET, SUITE 500

DULUTH, MN 55802

PHONE: (218) 727-8446

CONTACT: BRANDEE LIAN

E-MAIL: brandee.lian@LHBCORP.COM

LHB, INC.

21 WEST SUPERIOR STREET, SUITE 500

DULUTH, MN 55802

PHONE: (218) 727-8446

CONTACT: DAN SHAW

E-MAIL: dan.shaw@LHBCORP.COM

LHB, INC.

21 WEST SUPERIOR STREET, SUITE 500

DULUTH, MN 55802

PHONE: (218) 727-8446

CONTACT: CYNTHIA POIRIER

E-MAIL: cynthia.poirier@LHBCORP.COM

LHB, INC.

21 WEST SUPERIOR STREET, SUITE 500

DULUTH, MN 55802

PHONE: (218) 727-8446

CONTACT: AL VORDERBRUGGEN

E-MAIL: alan.vorderbruggen@LHBCORP.COM

FOSTER, JACOBS AND JOHNSON INC.

345 CANAL PARK DRIVE, SUITE 200

DULUTH, MN 55802

PHONE: (218) 722-3060

CONTACT: JIM JOHNSON

E-MAIL: JimJ@FJJ.COM

FOSTER, JACOBS & JOHNSON, INC.

345 CANAL PARK DRIVE, SUITE 200

DULUTH, MN 55802

PHONE: (218) 722-3060

CONTACT: TERRY LARSON

E-MAIL: TerryL@FJJ.COM

133rd AIR WING

MINNESOTA AIR NATIONAL GUARD

OFFICE OF THE BASE CIVIL ENGINEER

MINNEAPOLIS/ST. PAUL INTERNATIONAL AIRPORT

PHONE: (612) 713-2225

FAX: (612) 713-2234

CONTACT: MAJ. MIKE PIONTEK

DEPUTY BASE CIVIL ENGINEER

MIKE.PIONTEK@MNSTPA.ANG.AF.COM

Minnesota Air National Guard -

MINNEAPOLIS/ST. PAUL IAP

PN: QJKL 990116

REFERENCE INDICATORS

ROOM NAME

PLYWOOD

WOOD BLOCKING

MATERIALSABBREVIATIONS

MATERIAL INDICATOR

SIZE INDICATOR

SUB TYPE IDENTIFIER

LAYERS OF GYP BD/ COVERING INDICATOR

ELEVATION INDICATOR

WALL/ PARTITION TYPE

DOOR TAG

WINDOW/ LOUVER TAG

INTERIOR ELEVATION REFERENCE

EXTERIOR ELEVATION REFERENCE

BUILDING SECTION REFERENCE

SECTION REFERENCE

REFERENCE TAG

REVISION NUMBER

KEYNOTES

ROOM NAME/ NUMBER101A

DETAIL NUMBER

SHEET NUMBER

G0.01

L000

101A.1

M3 1A

POINT REFERENCED

ELEVATION

FACE BRICK

CONCRETE BLOCK

CONCRETE BLOCK (LARGE SCALE)

WOOD STUD PARTITION

METAL STUD PARTITION

BATT INSULATION

EXTERIOR RIGID INSULATION

RIGID INSULATION (LARGE SCALE)

FINISH WOOD

GYPSUM BOARD OR PLASTER

METAL-LARGE SCALE

STONE

EXISTING (DETAILS/SECTIONS)

ACBD

ACT

ADDM

ADJ

AFF

AHU

ALT

ALUM

APPROX

ARCH

AWT

Absolute Acoustic Acoustic Board Acoustical Ceiling Tile Addendum Adjacent Adjoining Adjustable Above Finished Floor Air Handling Unit Alternate Aluminum Access Panel Approximate Architect Acousical Wall Treatment

BITUM

BLDG

BLK

BLKG

BMU

BOT

BRG

BUR

Bulletin Board Board Bituminous Building Block Blocking Bench Mark, Beam Burnished Masonry Unit Bottom Bearing Built-Up Roofing

CAB

CEM

CEMPLAS

CHBD

CLG

CLR

CMU

CO/COR

COL

COMP

CONC

CONF

CONT

CONTR

CPT

CSG

CUH

Cabinet Catch Basin Cast Iron Control Joint Ceramic Tile Cement Cement Plaster Chalk Board Corner Guard Center Line Ceiling Clear Concrete Masonry Unit Contracting Officer (Rep) Column Composition Concrete Conference Continuous Contractor Carpet Casing Cabinet Unit Heater

DBL

DEMO

DET

DIA

DIM

DISP

DWG

Depth Double Demolition Detail Drinking Fountain Diameter Dimension Dispenser Down Door Drain Down Spout Drain Tile Dishwasher Drawing

EFIS

ELEC

ELEV

ENCL

EWC

EXP

EXPMATL

EXT

EXIST

East Each Each Face Exterior Finish Insulation System Expansion Joint Elevation Electrical Elevator Enclosure Equal Each Way Elec. Water Cooler Expansion, Exposed Expansion Material Exterior Existing

FDTN

FEC

FIN

FLR

FTG

FWC

Floor Drain Foundation Fire Extinguisher Fire Extinguisher Cabinet Finish Floor Fireproofing Frame Foot Footing Fabric Wall Covering

GALV

GEN

GLU LAM

GYP

Gage Galvanized Grab Bar General Galvanized Iron Glass Glued Laminated Wood Gypsum

HDBD

HDW

HDWD

HNDRL

HORIZ

Hollow Core Hand Dryer Hardboard Hardware Hardwood Handrail Hollow Metal Horizontal Height

INSUL

INT

JAN

JST

Inside Diameter Insulation Interior Janitor Joist Joint

LAV

LINO

LKR

LOC

MATL

MAX

MECH

MET/MTL

MEZZ

MFR

MK BD

MIN

MIRR

MISC

MTG

Lavatory Linear Feet (Foot) Linoleum Locker Location, Locate

Material Maximum Mechanical Metal Mezzanine Manufacturer Manhole Marker Board Minimum, Minute Mirror Miscillaneous Masonry Opening Mosure Resistant Mounting

NIC

NTS

North Not Applicable Not In Contract Not To Scale Number

OFF

OPNG

OPP

ORIG

On Center Outside Diameter Office Opening Opposite Overhead Original

PBD

PERF

PLAS

PLAM

PLYWD

PREFIN

PTD

PTH

RAD

REC

REF

REINF

REQD

RESIL

RTF

SAT

SCHED

SECT

SGD

SGT

SHTHG

SIM

SND

SPEC

SQ FT

STL

STOR

STRUCT

SUSP

Portland Cement Partical Board Perforated Plate Plaster Plastic Laminate Plywood Prefinished Paper Towel Dispenser Paper Towel Holder Paint

Quarry Tile

Riser, Radius, Range Radiator Resilient Base Roof Drain Recessed Refigerator Reinforced Required Resilient Room Rough Opening Rough Sawn Rubber Tile Flooring

South Suspended Acoustical Tile Solid Core Schedule Section Soap Dispenser Sliding Glass Door Structural Glazed Tile Sheathing Similar Sanitary Napkin Dispenser Specification Square Foot Stainless Steel Steel Storage Structural Suspended Sheet Vinyl

TEL

TEMP

TER

TKBD

T&G

TPD

TYP

UNEX

UNFIN

UNO

VCT

VERT

VIF

VWC

W W/ W/O

WDW

WGL

WWM

Tread, Toilet Towel Bar Towel Dispenser Telephone Tempered Terrazo Tack Board Tongue and Groove Toilet Paper Dispenser Typical

Unexcavated Unfinished Unless Noted Otherwise Urnial

Vinyl Base Vinyl Composition Tile Vertical Verify In Field Vinyl Wall Covering

West With Without Water Closet Wood Window Wire Glass Water Heater Welded Wire Mesh Wrought Iron

Angle Channel Center Line

Flow Line Plate

Feet

Inches Number

Smoke Square

Round, Diameter

SYMBOL CHARACTERS

W, X, Y, Z

I, J, K

GENERAL NOTES

THE GENERAL CONTRACTOR, ASSOCIATED SUBCONTRACTORS AND ALL OF THEIR

SUBORDINATES SHALL FAMILIARIZE THEMSELVES WITH ALL INFORMATION LOCATED

WITHIN THE MASTER LEGEND REGARDLESS OF TRADE INVOLVED PRIOR TO

CONSTRUCTION.

1. ALL WORK SHALL BE PERFORMED IN STRICT CONFORMANCE WITH LAWS,

ORDINANCES, RULES AND REGULATIONS OF GOVERNMENT AUTHORITIES HAVING

JURISDICTIONS.

2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR AND ASSOCIATED

SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS, CONDITIONS SHOWN IN

THE CONTRACT DOCUMENTS, AND EXISTING CONDITIONS PRIOR TO BIDDING.

ANY DEVIATIONS, DISCREPANCIES, AND/OR CONFLICTS SHALL BE REPORTED

IN WRITING.

3. DO NOT SCALE: DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN OVER

SMALL SCALE. IMPERIAL DIMENSIONS GOVERN OVER METRIC.

4. THE CONTRACTING OFFICER SHALL CONDUCT A FIELD INSPECTION OF THE

PARTITION LAYOUT AT THE JOB SITE BEFORE THE WORK IS COMMENCED.

5. REFERENCES IN THE SPECIFICATIONS TO EQUIPMENT, MATERIAL, ARTICLES

OR PROCESSES BY BRAND NAME, TRADE NAME, MAKE OR CATALOG NUMBER,

SHALL BE REGARDED AS ESTABLISHING A STANDARD OF QUALITY AND SHALL

NOT BE CONSTRUED AS LIMITING COMPETITION THE CONTRACTOR MAY AT ITS

OPINION, USE ANY EQUIPMENT, MATERIAL, ARTICLE, OR PROCESS THAT IN

THE JUDGEMENT OF THE CONTRACTING OFFICER, IS EQUAL TO THAT NAMED

IN THE SPECIFICATIONS, UNLESS OTHERWISE SPECIFICALLY PROVIDED IN

THIS CONTRACT.

6. CONTRACTOR SHALL PERFORM HIGH QUALITY WORK. MATERIALS INSTALLED

TO UNIFORM ACCURATE FIT SO THEY MEET WITH NEAT, STRAIGHT LINES, FREE

OF OPEN SEAMS OR OVERLAPS. INSTALL EXPOSED MATERIALS

APPROPRIATELY LEVEL, PLUMB AND AT ACCURATE RIGHT ANGLES, OR FLUSH

WITH ADJOINING MATERIALS. WORK OF EACH TRADE SHALL MEET OR

EXCEED ALL NATIONAL STANDARDS PUBLISHED BY THE TRADE.

7. CONTRACTOR SHALL ARRANGE TO ACCOMMODATE "NOT IN CONTRACT"

WORK. WHEN INFORMATION IS INADEQUATE, REQUEST FURTHER

INSTRUCTIONS BEFORE PROCESSING.

8. CONTRACTOR SHALL TAKE CARE TO PROTECT NEWLY INSTALLED MATERIALS.

9. PRIOR TO FINAL INSPECTION OF AND ACCEPTANCE OF THIS PROJECT, THE

CONTRACTOR SHALL HAVE PROJECT AREA FREE FROM ALL CONSTRUCTION

DEBRIS, SCRAPS, MATERIAL, AND EQUIPMENT.

10. CONTRACTOR SHALL PATCH AND REPAIR ANY AND ALL FLOORS, WALLS, BASE,

CEILING, ETC. IN A WORKMANSHIP-LIKE MANNER TO MATCH THE SURROUNDING

SURFACE AREAS WHERE THERE IS DAMAGE BECAUSE OF REMOVAL OR

REPLACEMENT OF EXISTING CONSTRUCTION.

11. ALL ACTIVE TELEPHONE AND LOW VOLTAGE LINES IN PLENUM SPACES ABOVE THE

CEILING SHALL BE BOUND TOGETHER AND SUSPENDED FROM THE BUILDING

STRUCTURE. NO LINES SHALL BE ALLOWED TO REST ON THE CEILING GRID

STRUCTURE.

12. FIRE CAULK ALL PENETRATIONS THROUGH RATED WALL ASSEMBLIES THAT OCCUR

AS A RESULT OF THIS CONSTRUCTION.

13. IF NON-IDENTIFIED, POTENTIALLY HAZARDOUS MATERIAL IS ENCOUNTERED, DO

NOT DISTURB. CONTACT OWNER IMMEDIATELY TO ARRANGE FOR REMOVAL BY

OWNER (NIC).

14. REPLACE DAMAGED SOD/SOIL DUE TO CONSTRUCTION RELATED ACTIVITIES WITH

BLACK DIRT AND NEW SOD TO ACHIEVE A UNIFORM SURFACE AND APPEARANCE.

15. REFER TO SPEC SECTION 01230 FOR BID OPTIONS.

SHEET INDEX

FIRE PROTECTION ENGINEER

FUTRELL FIRE CONSULTANT & DESIGN INC.

8860 JEFFERSON HIGHWAY

OSSEO, MN 55369-1500

PHONE: (763) 425-1011

CONTACT: RICH PEHRSON

E-MAIL: richp@FFCDI.COM

16. DUAL DIMENSIONING IS USED ON PLANS WITH PRIMARY DIMENSIONS IN

MILLIMETERS (METRIC) AND FOOT AND INCHES (IMPERIAL) IN PARENTHESIS.

AREA OF WORK

BUILDING 685

AREA OF WORK

FIRE PUMP HOUSE

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT TITLE:

http://www.LHBcorp.com

I HEREBY CERTIFY that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/727-8446

FAX 218/727-8456

DULUTH MINNEAPOLIS

THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETS

CLIENT:

10/21/09 TYPE B FINAL SUBMITTAL

QJKL 990116

C R e v it L o c a l F ile s \0

B ld g

A b n lia n .r v t

MINNEAPOLIS/ST. PAUL IAP

:2 :5

BNL

CIP

080052

G0.01

PROJECT TITLE

SHEET

REPAIR HANGAR

AND SHOPS

BLDG 685

03/05/10

CYNTHIA I. POIRER

22021

080052 BLDG 685 A09.rvt

MINNESOTA AIR

NATIONAL GUARD

133RD AIR WING

SHEET

NUMBER SHEET NAME

M1.01 FLOOR PLAN PLUMBING DEMOLITION

M1.02 FLOOR PLAN HVAC DEMOLITION

M2.01 FLOOR PLAN - PLUMBING

M2.02 FLOOR PLAN - HVAC

M2.03 MECHANICAL SCHEDULES & DETAILS

FP1.01 FLOOR PLAN - FIRE PROTECTION

FP1.02 PREACTION SPRINKLER SYSTEM LAYOUT

FP1.03 HEF GENERATOR LAYOUT

FP1.04 FIRE ALARM LAYOUT

FP1.05 FIRE PROTECTION DETAILS

FP1.06 PUMP HOUSE BUILDING 660 FIRE PUMP REPLACEMENT

FP1.07 FIRE PROTECTION NOTES AND DETAILS

FP2.01 FLOOR PLAN - FIRE DETECTION

FP2.02 RISER AND SCHEDULES FIRE DETECTION

FP2.03 PUMP HOUSE FIRE DETECTION

E1.01 FLOOR PLAN - ELECTRICAL DEMOLITION

E2.01 FLOOR PLAN - LIGHTING

E2.02 FLOOR PLAN - POWER AND COMMUNICATIONS

E2.03 PUMP HOUSE ELECTRICAL

E3.01 RISER AND SCHEDULES

E3.02 DETAILS AND SCHEDULES

SHEET

NUMBER SHEET NAME

G0.01 PROJECT TITLE SHEET

G0.02 CODE PLANS & CODE SUMMARY

C0.00 CIVIL NOTES

C1.00 DEMOLITION PLAN

C2.00 GRADING, UTILITY AND SURFACING PLAN

C3.00 CONSTRUCTION DETAILS

L1.00 LANDSCAPING PLAN

A1.01 DEMOLITION PLANS

A1.10 DEMOLITION ELEVATIONS

A2.01 FLOOR PLAN

A2.02 MEZZANINE PLAN, ENLARGED PLANS, WALL TYPES

A2.10 REFLECTED CEILING PLANS

A2.20 ROOF PLAN AND DETAILS

A2.30 EQUIPMENT PLAN

A3.01 EXTERIOR ELEVATIONS

A3.02 EXTERIOR ELEVATIONS

A3.11 BUILDING SECTIONS

A4.01 WALL SECTIONS

A4.02 EXTERIOR DETAILS

A5.01 INTERIOR ELEVATIONS AND DETAILS

A5.02 INTERIOR ELEVATIONS & DETAILS

A5.03 INTERIOR DETAILS

A7.01 STAIR PLAN, SECTIONS and DETAILS

A8.01 DOOR SCHEDULE, WINDOW TYPES AND DETAILS

A9.01 ROOM FINISH SCHEDULE, PLANS & DETAILS

S1.00 GENERAL NOTES SCHEDULES AND TYP. DETAILS

S2.00 FOUNDATION & SLAB PLAN

S2.01 MEZZANINE & LOW ROOF FRAMING

S3.00 ELEVATIONS, PLANS AND SECTIONS

S3.01 ELEVATIONS AND SECTIONS

S4.00 DETAILS

No Date Revision

03/05/10 TYPE B FINAL REVISED

2 HR 2 HR

2 HR

R H

2 HR

R H

2 HR 2 HR2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR

2 H R

2 HR 2 HR2 HR

H R

2 HR 2 HR2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR

R H

2 HR 2 HR

1 HR 1 HR

2 HR 2 HR

1415 13 2 13456789101112

381 SF

MECHANICAL

ROOM

F-1 300

270 SF

MEN'S

LOCKER

F-1 50

103C

142 SF

EQUIP. REPAIR

CHIEF OFFICE

F-1 100

177 SF

R&R OFFICE

F-1 100

1002 SF

R&R TIRE

SHOP

F-1 100

212 SF

HYDRAULIC

TEST STAND

F-1 100

146 SF

HYD. SHOP

OFFICE

F-1 100

841 SF

HYDRAULIC

SHOP

F-1 100

114 SF

NDI OFFICE

F-1 100

958 SF

NDI LAB

F-1 100

98 SF

FILM ROOM

F-1 100

206 SF

CTK EQUIP

F-1 300

915 SF

ISO DOCK

F-1 100

330 SF

CONFERENCE

F-1 15

116 SF

TNB

F-1 100

170 SF

ISO OFFICE

F-1 100

502 SF

CLASSROOM

F-1 15

149 SF

BREAK

F-1 15

2102 SF

SHEET METAL

SHOP

F-1 100

172 SF

SHT MTL

OFFICE

F-1 100

266 SF

CLEAN ROOM

F-1 100

498 SF

ISO STORAGE

F-1 300

538 SF

DASH 21

EQUIPMENT

STORAGE

S-1 300

219 SF

CTK ROOM

S-1 300

20625 SF

MAINTENANCE

HANGAR BAY

S-1 500

'-0

E X

A N

C E

90'-0" EXIT DISTANCE 68'-0" EXIT DISTANCE

'-0

E X

A N

C E

'-0

E X

A N

C E

E X

'-0

E X

A N

C E

HORIZONTAL

EXIT

HORIZONTAL

EXIT

HORIZONTAL

EXIT

HORIZONTAL

EXIT

HORIZONTAL

EXIT

E X

EXIT

80 SF

WOMEN'S

LOCKER

F-1 50

104A

583 SF

TUG ACCESS

BAY

S-1 200

431 SF

R&R HYD AND

WASH BAY

S-1 200

82 SF

ELEC SWITCH

ROOM

F-1 300

57 SF

TELECOM

F-1 300

233 SF

FIRE

PROTECTION

ROOM

F-1 300

33 SF

JAN.

F-1 300

105A

CODE KEY

B XX

XXX sf

OCCUPANCY TYPE

LOAD FACTOR

ROOM AREA

OCCUPANT LOAD

2-HR FIRE BARRIER

1-HR FIRE BARRIER

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT TITLE:

http://www.LHBcorp.com

I HEREBY CERTIFY that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/727-8446

FAX 218/727-8456

DULUTH MINNEAPOLIS

THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETS

CLIENT:

10/21/09 TYPE B FINAL SUBMITTAL

QJKL 990116

C R e v it L o c a l F ile s \0

B ld g

A b n lia n .r v t

MINNEAPOLIS/ST. PAUL IAP

:2 :5

BNL

CIP

080052

G0.02

CODE PLANS &

CODE SUMMARY

REPAIR HANGAR

AND SHOPS

BLDG 685

10/21/09

CYNTHIA I. POIRER

22021

080052 BLDG 685 A09.rvt

MINNESOTA AIR

NATIONAL GUARD

133RD AIR WING

1/8" = 1'-0"1 CODE PLAN

APPLICABLE CODES & STANDARDS:

2007 MN BUILDING CODE, INCORPORATING 2006 IBC

ANG DESIGN POLICY ETL 01-1-1, MARCH 2004

UFC 4-010-01, DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS.

AFM 19-10, PLANNING MOM TJE MPOSE EMVORPM,EMT/

IFC 3-120-01, AIR FORCES SIGN STANDARD.

ANG SUSTAINABLE DESIGN POLICY

ETL 02-12, COMMUNICATION & INFORMATION SYSTEM CRITERIA FOR AIR FORCE FACILITIES.

ETL 02-15 FIRE PROTECTION ENGINEERING CRITERIA - NEW AIRCRAFT FACILITIES.

NFPA 409

1. SIZE OF BUILDING: 36,508 SF

Note: 510 SF MEZZANINE, NOT REQUIRED TO BE

INCLUDED

2. OCCUPANCY CLASSIFICATION;

S-1 - 22,400 SF, F-1 - 14,108 SF MIXED

USE OCCUPANCY

3. NUMBER OF OCCUPANTS: 219 TOTAL

4. TYPE OF CONSTRUCTION; TYPE IIA, FULLY SPRINKLERED

5. LOCATION ON PROPERTY: OVER 80' OPEN SPACE ON ALL SIDES

If - AREA INCREASE DUE TO FRONTAGE = 75%

MIN DISTANCE BETWEEN HANGARS & OTHER BLDGS. IS 40' (ETL 02-15 A1)

6. ALLOWABLE AREA: If - 75%, Is = 2

Aa=15,000+15,000(.75)+15,000 (2) = 73,625 sf F-1 Occupancy Aa= 17,500+17,500(.75)+17,500(2) = 83,125 sf S-1 Occupancy

(14,108/73,625) + (24,400/83,125) = .18 + .27 = .45<1 OK

6. HEIGHT & NUMBER OF STORIES: (TABLE 503)

ALLOWABLE: 2 STORIES, 55 FT.

ACTUAL: 1 STORY, 47 FT.

7. EXITING REQUIREMENTS: (CHAPTER 10)

TRAVEL DISTANCE (TABLE 1016.1) - 250'

COMMON PATH OF TRAVEL SHALL NOT EXCEED 75'

DEAD END CORRIDORS - 50' MAX.

EXITS FROM AIRCRAFT STORAGE AREAS: (NFPA 10142.6.2)

-MIN. OF 2 EXITS REQUIRED.

-SHALL NOT EXCEED 150 ' AT EXTERIOR WALLS.

-SHALL NOT EXCEED 100' AT INTERIOR HORIZONTAL EXITS

2 EXITS REQUIRED FROM SPACES WITH OVER 50 OCCUPANTS.

8. FIRE RESISTIVE REQUIREMENTS: (TABLE 601)

EXTERIOR WALLS - 0

INTERIOR BEARING WALLS - 0

INTERIOR NON-BEARING WALLS - 0

FLOOR CONSTRUCTION - 0

ROOF CONSTRUCTION - 0

CORRIDOR - 0 (TABLE 1017.1)

1 HR. FIRE BARRIER MIN. BETWEEN HANGAR & ADJACENT SPACES (ETL 02 15)

2 HR. FIRE BARRIER BETWEEN HANGAR & ADJACENT SPACES FOR

HORIZONTAL EXIT REQUIREMENT (1022.2)

DRAFT CURTAIN SHALL BE PROVIDED AT EACH HANGAR SPRINKLER SYSTEM OR UP TO

15,000 SF. DRAFT CURTAINS SHALL EXTEND DOWN FROM THE ROOF OR CEILING NOT LESS THAN 1/8 DISTANCE TO THE FLOOR OR TO THE LOWEST STRUCTURAL MEMNBER WHICHEVER IS GREATER.

Occupancy Tabulation - per 2006 IBC Table 1004.1.1

Rm. No. Name Room Occupancy Area S.F. Per Occupant Occupants

130 ISO DOCK Industrial Areas 915 SF 100 10

131 TNB Business Areas 116 SF 100 2

132 ISO OFFICE Business Areas 170 SF 100 2

133 HALL (none) 128 SF

134 HALL (none) 203 SF

135 CONFERENCE Assembly Unconcentrated (tables and chairs) 330 SF 15 22

136 BREAK Assembly Unconcentrated (tables and chairs) 149 SF 15 10

137 CLASSROOM Assembly Unconcentrated (tables and chairs) 502 SF 15 34

138 VEST (none) 37 SF

139 CTK ROOM Accessory Storage Areas, Mechanical Equipment Room 219 SF 300 1

140 SHEET METAL SHOP Industrial Areas 2102 SF 100 22

141 HALL (none) 130 SF

142 VEST (none) 35 SF

143 CLEAN ROOM Industrial Areas 266 SF 100 3

144 SHT MTL OFFICE Business Areas 172 SF 100 2

145 ISO STORAGE Accessory Storage Areas, Mechanical Equipment Room 498 SF 300 2

146 DASH 21 EQUIPMENT STORAGE Accessory Storage Areas, Mechanical Equipment Room 538 SF 300 2

201 COMM. Accessory Storage Areas, Mechanical Equipment Room 103 SF 300 1

202 ELECTRICAL Accessory Storage Areas, Mechanical Equipment Room 398 SF 300 2

Grand total 219

Occupancy Tabulation - per 2006 IBC Table 1004.1.1

Rm. No. Name Room Occupancy Area S.F. Per Occupant Occupants

101 MAINTENANCE HANGAR BAY Aircraft Hangers 20625 SF 500 42

102 MECHANICAL ROOM Accessory Storage Areas, Mechanical Equipment Room 381 SF 300 2

103A MEN'S (none) 73 SF

103B MEN'S TOILET (none) 134 SF

103C MEN'S LOCKER Locker Rooms 270 SF 50 6

103D MEN'S SHOWER (none) 70 SF

103E TOILET (none) 31 SF

104 WOMEN'S TOILET (none) 125 SF

104A WOMEN'S LOCKER Locker Rooms 80 SF 50 2

104B WMN SHWR (none) 20 SF

105 HALL (none) 155 SF

105A JAN. Accessory Storage Areas, Mechanical Equipment Room 33 SF 300 1

106 VEST (none) 35 SF

107 EQUIP. REPAIR CHIEF OFFICE Business Areas 142 SF 100 2

108 R&R OFFICE Business Areas 177 SF 100 2

109 R&R TIRE SHOP Industrial Areas 1002 SF 100 11

110 ELEC SWITCH ROOM Accessory Storage Areas, Mechanical Equipment Room 82 SF 300 1

111 R&R HYD AND WASH BAY Parking Garages 431 SF 200 3

112 TELECOM Accessory Storage Areas, Mechanical Equipment Room 57 SF 300 1

113 HYDRAULIC TEST STAND Industrial Areas 212 SF 100 3

114 HYD. SHOP OFFICE Business Areas 146 SF 100 2

115 HYDRAULIC SHOP Industrial Areas 841 SF 100 9

116 VEST (none) 49 SF

117 HALL (none) 109 SF

120 NDI OFFICE Business Areas 114 SF 100 2

121 FILM ROOM Industrial Areas 98 SF 100 1

122 FIRE PROTECTION ROOM Accessory Storage Areas, Mechanical Equipment Room 233 SF 300 1

123 CTK EQUIP Accessory Storage Areas, Mechanical Equipment Room 206 SF 300 1

124 NDI LAB Industrial Areas 958 SF 100 10

125 TUG ACCESS BAY Parking Garages 583 SF 200 3

PLAN

NORTH

QJKL 990116

A B -F U E L

A B -E L E C

A B -F U E L

P -B U R

P-BUR

P -B U R

-BU

P-BUR

P -B U R

C O M M

| P-BURP-BUR

B -C O M M

A B -C O M M

P -B U R

P-BU

P -B U R

P -B U

1415 13 2 13456789101112

A1.10

A1.10 3

A1.102

6 7

2 2

27 27

22 22

27 27 27

27 27

22 2228

444 225 22

23423234

7 7

11 11

[ 9'-4" ]

[ 7 5/8" ] [ 3'-4" ] [ 2'-0" ] [ 8'-0" ]

EXISTING

WALLS TO

REMAIN

EXISTING

WALLS TO

REMAIN

[ 7 5/8" ] [ 3'-4" ] [ 2'-0" ] [ 8'-0" ]

8 17

[ 6'-3" ] [ 11'-4" ]

18 18 18

8 17

[ 1'-4" ] DEMOLITION IN THIS AREA [ 1'-4" ]

16 16

[ 1'-4" ] [ 6'-4" ]

'-8

14 14

CMU AND BRICK TO REMAIN UNO REFER TO ELEV.

REMOVE METAL PANEL AND SUPPORTS THIS AREA

12 12

'-4

'-9

ASSEMBLY

137A

BREAK ROOM

136B

MOBILITY

RAFT INFLATE

AREA

139B

CHUTE AREA

139A

SEWING AREA

OFFICE

LAUNDRY

KITCH./

COFFEE

STORAGE

137B

KITCHEN/

COFFEE

136A

CORRIDOR

CONF ROOM

OFFICE

STORAGE

125B

CORR.

OFFICE

124B

OFFICE

124A

OFFICE

120B

OFFICE

120A

OFFICE

CORRIDOR

OFFICE

CORRIDOR

OFFICE

CORRIDOR

OFFICE

CORRIDOR

VEST.

OFFICE

MEN'S

WOMEN'S

EXTENTS OF SAWCUT

14'-0" 1

'-4

14B

STOR

'-4

406 1016

[ 1'-4" ] [ 3'-4" ]

406 1930

MEZZ. AND

LADDER TO

REMAIN

406 REFER TO STRUCTURAL FOR 406

'-0

194 1016 610 2438

1905 3400

MECH

ACCESS BAY

EXIST

STOR.

PLATFORM

REMOVAL

BY GOVT.

(NIC)

2 13456 78910

REMOVE

MEZZANINE

FLOOR, 5/8"

PLYWOOD ON 2x8

JOISTS - SHOWN

AS SHADED AREA

REMOVE HATCH

TO MEZZANINE

REMOVE

MEZZANINE

FLOOR, 5/8"

PLYWOOD ON

2x8 JOISTS

SHOWN AS

SHADED AREA

MENS LOCKER

HALL

202 HALL

201 MECH

COMM

206B

WOMENS

LOCKER

STORAGE

206A

STORAGE

MEZZ.

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT TITLE:

http://www.LHBcorp.com

I HEREBY CERTIFY that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/727-8446

FAX 218/727-8456

DULUTH MINNEAPOLIS

THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETS

CLIENT:

10/21/09 TYPE B FINAL SUBMITTAL

QJKL 990116

C R e v it L o c a l F ile s \0

B ld g

A b n lia n .r v t

MINNEAPOLIS/ST. PAUL IAP

:2 :1

BNL

CIP

080052

A1.01

DEMOLITION

PLANS

REPAIR HANGAR

AND SHOPS

BLDG 685

10/21/09

CYNTHIA I. POIRER

22021

080052 BLDG 685 A09.rvt

MINNESOTA AIR

NATIONAL GUARD

133RD AIR WING

1/8" = 1'-0"1 DEMOLITION PLAN - MAIN LEVEL

DEMOLITION KEYNOTES

KEY

VALUE KEYNOTE TEXT

1 REMOVE DOOR AND FRAME, OPENING TO BE INFILLED

2 REMOVE DOOR AND FRAME, PREPARE FOR NEW DOOR AND FRAME

3 REMOVE DOOR AND FRAME

4 REMOVE WINDOW AND FRAME, PREPARE FOR NEW WINDOW AND FRAME

5 REMOVE WINDOW AND FRAME, SAWCUT WALL BELOW WINDOW OPENING FOR NEW DOOR AND FRAME

6 REMOVE CMU WALL

7 REMOVE STUD WALL AND FINISH

8 REMOVE CARPET AND BASE

11 REMOVE COILING DOOR

12 REMOVE CASEWORK, COUNTERTOP AND BACKSPLASH

13 REMOVE STAIR, SALVAGE FOR REUSE

14 REMOVE OUTSIDE LAYER OF GYP BD, VAPOR BARRIER AND INSULATION

14B REMOVE OUTSIDE LAYER OF GYP BD AND VAPOR BARRIER

16 REMOVE ACOUSTIC CEILING TILE, INSULATION WHERE LOCATED, AND GRID

17 REMOVE GYPSUM BOARD CEILING

18 REMOVE FINISH ON WALL TO CMU

20 REMOVE FIRE EXTINGUISHER CABINET

22 REMOVE/SAWCUT MASONRY FOR NEW OPENING

23 REMOVE/MODIFY STUD WALL FOR NEW OPENING

25 SAWCUT AND REMOVE CONCRETE SLAB. SEE STRUCTURAL FOR INFORMATION

27 REMOVE PLUMBING FIXTURE. REFER TO MECH

28 REMOVE WINDOW AND FRAME

29 EXISTING FLOOR FINISH REMOVAL THIS AREA BY GOVERNMENT (NIC), TO BE DONE PRIOR TO

CONSTRUCTION START. CONTRACTOR TO PREP FOR NEW FINISHES.

1/8" = 1'-0"2 DEMOLITION PLAN - MEZZANINE LEVEL

PLAN

SHOPS LEVEL

100' - 7"

1415 13 2 13456789101112

REMOVE EXISTING WALL AND ROOF PANEL THIS

AREA FOR TUG BAY. SALVAGE METAL WALL

PANEL FOR USE IN INFILL AREAS. REFER TO

STRUCTURAL FOR ADDITIONAL INFORMATION.

EXISTING CLERESTORY WINDOWS TO REMAIN, TYP.

EXISTING WALL CONSTRUCTION

REMOVED FOR NEW OPENING, TYP.

EXISTING WALL CONSTRUCTION

REMOVED FOR NEW OPENING, TYP.

EXISTING LOUVER

SHOPS LEVEL

100' - 7"

ABCDEFGHJKL

EXISTING WALL

CONSTRUCTION TO BE

REMOVED FOR NEW

OPENING, TYP.

DASHED LINES INDICATE

EXISTING WINDOWS TO BE

REMOVED, TYP. REFER TO

DEMOLITION PLAN

REMOVE EXISTING

METAL WALL PANEL

TO ACCOMMODATE

NEW LOUVER

REMOVE EXISTING LOUVER -

INFILL W/BRICK TO MATCH - TYP.

SHOPS LEVEL

100' - 7"

A B C D E F G H J K L

EXISTING WALL CONSTRUCTION

TO BE REMOVED FOR NEW

OPENING, TYP.

DASHED LINES INDICATE EXISTING TO

BE REMOVED, TYP. REFER TO

DEMOLITION PLAN

REMOVE EXISTING

TRANSLUCENT

PANEL

REMOVE EXISTING

LOUVER - INFILL

OPENING W/BRICK

TO MATCH - TYP.

'-0

'-3

[ 6 3/8" ]

[ 2 1/8" ]

[ 8" ] [ 5" ]

REMOVE OUTSIDE LAYER OF

GYPSUM BOARD, VAPOR

BARRIER AND INSULATION AT

SOUTH WALL AND SOUTH

END OF EAST WALL.

METAL STUDS TO

REMAIN WHERE

LOCATED. MODIFY

WHERE NECESSARY TO

ACCOMMODATE STEEL

WINDOW JAMBS

REMOVE GYPSUM BOARD

AND 1-1/2" RIGID

INSULATION WHERE

NECESSARY TO

ACCOMMODATE STEEL

WINDOW JAMBS

SEE ELEVATION FOR

LOCATION OF NEW

TRANSLUCENT PANELS.

REMOVE METAL PANEL

AND ALL SUPPORTING

FRAMING, WHERE

NECESSARY

162 54 203 127

REMOVE

ACT

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT TITLE:

http://www.LHBcorp.com

I HEREBY CERTIFY that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/727-8446

FAX 218/727-8456

DULUTH MINNEAPOLIS

THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETS

CLIENT:

10/21/09 TYPE B FINAL SUBMITTAL

QJKL 990116

C R e v it L o c a l F ile s \0

B ld g

A b n lia n .r v t

MINNEAPOLIS/ST. PAUL IAP

:2 :2

BNL

CIP

080052

A1.10

DEMOLITION

ELEVATIONS

REPAIR HANGAR

AND SHOPS

BLDG 685

10/21/09

CYNTHIA I. POIRER

22021

080052 BLDG 685 A09.rvt

MINNESOTA AIR

NATIONAL GUARD

133RD AIR WING

1/8" = 1'-0"1 EAST ELEVATION - EXISTING

1/8" = 1'-0"2 NORTH ELEVATION - EXISTING

1/8" = 1'-0"3 SOUTH ELEVATION - EXISTING

1" = 1'-0"4 EXISTING WALL SECTION

GENERAL NOTES

1. REFER TO DEMOLITION PLAN, SHEET A1.01

FOR ADDITIONAL INFORMATION.

A3.013

A3.01

A3.02

A3.11

CTK ROOM

CONFERENCE

ISO OFFICE

TNB137

CLASSROOM

HALL

ISO DOCK

ELEC SWITCH

ROOM

EQUIP.

REPAIR

CHIEF OFFICE

R&R TIRE

SHOP

MECHANICAL

ROOM

R&R OFFICE

HALL

R&R HYD

AND WASH

BAY

HYDRAULIC

SHOP

HALL

NDI LAB

DASH 21

EQUIPMENT

STORAGE

FIRE

PROTECTION

ROOM

TUG ACCESS

BAY

NDI OFFICE

HYD. SHOP

OFFICE

HALL

TELECOM

HALL

BREAK

HYDRAULIC

TEST STAND

MAINTENANCE

HANGAR BAY

VEST

FILM ROOM

103B

MEN'S

TOILET

1415 13 2 13456789101112

105A

JAN.

SHEET

METAL SHOP

CLEAN ROOM

SHT MTL

OFFICE

ISO STORAGE

CTK EQUIP

A4.01

[ 12'-0" ]

A2.02

LINE OF

MEZZANINE

ABOVE

'-0

A5.01

ALIGN WALL

AT WINDOW

'-4

'-0

W8 W8

W8W8

115B

109B

125A

109C

145A

124B

115C

142B

146A

125C

[ 19'-4" ] [ 8'-8" ] [ 10'-8" ] [ 5'-4" ] [ 2'-8" ]

'-0

CENTER

DOORS AT

GRID LINE

'-0

ALIGN WALL AT

WINDOW

[ 21'-4" ] [ 5'-4" ]

[ 1'-0" ] [ 6'-4" ]

'-0

'-8

3'-11 5/8" 3'-0"

M3 A1

U8 S1

M3 A1

U12

U8 S1

U8 U8

M3 A1

U8 S1

A5.02

A5.01

104B

WMN SHWR

WOMEN'S

TOILET

104A

WOMEN'S

LOCKER

103A

MEN'S

103C

MEN'S

LOCKER

103D

MEN'S

SHOWER

U12

A5.02

1 2

[ 5'-4" ] [ 6'-4" ]

A3.11

142A

106A106B

U8 S1

MF3

U8 S1

MF3

1 MF3

U12

M6 A1

M3 A1

[ 11'-8" ] [ 6'-0" ] [ 15'-8" ] [ 10'-10" ]

MF3

ALIGN WALL

WITH EXISTING

OPENING

[ 9'-8" ]

U8INFILL

EXISTING

OPENING

INFILL

EXISTING

OPENING

INFILL

EXISTING

OPENING

'-0

A4.01

MONITOR

MOUNT

(GFGI)

A5.0214

'-4

'-8

'-4

'-0

[ 7 5/8" ] [ 3'-4" ] [ 2'-0" ]

[ 8'-0" ]

MF3

A3.01 2

[ 3'-4" ]

[ 8" ]

[ 3'-4" ]

[ 8" ]

[ 3'-4" ]

[ 8" ]

[ 3'-4" ]

[ 1'-4" ]

[ 4'-8" ]

[ 7'-0" ]

MF3

INFILL

OPENING

'-5

'-7

A5.03

10'

[ 4'-8" ] [ 16'-0" ] [ 1'-4" ]

[ 3'-4" ]

° 4

124A

A5.0131

A7.01

A4.02

F E

FEC

EWC

FEC

'-9

'-4

A7.01

A4.01

100'-0"

100'-7"

EXISTING DOOR

100'-0"

F L

O O

R S

L O

P E

F L

O O

R S

L O

P E

INFILL

EXISTING

OPENING

INFILL

EXISTING

OPENING

A5.03

A4.02

100'-7"

194 1016

1626 1930

1422 4877

MF3

'-4

'-0

'-4

305 1930

6502 1626

3556 1829 4775 3302

5893 2642 3251 1626 813

U12 16

A5.03

TYP.

CONTINUE

WALL

ABOVE

WITH WALL

TYPE M3/1

TO DECK

M3 A1

[ 13'-1 5/8" ] [ 5'-5 1/2" ]

M3 A1

EXISTING FURRING TO

APPROX. 8'-6" AFF.

CONTINUE FURRING TO

DECK

INFILL WITH 5/8" GYPSUM

BOARD ON 3-5/8" METAL

STUDS, ALIGN WITH

ADJACENT WALLS

A4.01

CG.1

CG.1 CG.1

CG.1

MONITOR

MOUNT

(GFGI)

MONITOR

MOUNT

(GFGI)

PTD

4004 1664

INFILL

'-6

'-4

'-0

A4.01

DOOR

INFILL

'-4

MF3

EMERGENCY SHOWER

EYEWASH

MF3

A4.02

'-3

GENERAL PLAN NOTES

1. REFER TO CODE PLAN ON SHEET G0.02 FOR FIRE RATED

WALL LOCATIONS. FIRE STOP ALL PENETRATIONS WITH

UL RATED DETAILS.

2. REFER TO SHEET A2.02 FOR PARTITION TYPES.

3. REFER TO SHEET A8.01 FOR DOOR SCHEDULE.

4. REFER TO SHEET A2.30 FOR EQUIPMENT PLAN.

5. REFER TO SHEET A9.01 FOR ROOM FINISH SCHEDULE

FOR ADDITIONAL FINISH NOTES AND REQUIREMENTS.

6. DIMENSIONS OF INTERIOR WALLS ARE TO FACE OF

STUD, FACE OF CMU OR FACE OF EXISTING WALL.

DIMENSIONS AT EXTERIOR WALLS WITH FURRING ARE

TO INTERIOR FACE.

7. ALL WALLS TO EXTEND FULL HEIGHT TO UNDERSIDE OF

ROOF/FLOOR SHEATHING ABOVE, UNLESS NOTED

OTHERWISE.

8. PROVIDE CORNER GUARDS AT ALL OUTSIDE CORNERS.

9. AT 'ALIGN' NOTE, FINISHED FACE OF WALLS TO ALIGN.

10. REFER TO PLUMBING PLANS FOR FLOOR DRAINS AND

CLEAN OUTS.

11. FINISH FLOOR ELEV. = 100'-0" = CIVIL 820.0

HANGAR = 100'-7" = CIVIL 820.6 @ SHOPS

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT TITLE:

http://www.LHBcorp.com

I HEREBY CERTIFY that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/727-8446

FAX 218/727-8456

DULUTH MINNEAPOLIS

THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETS

CLIENT:

10/21/09 TYPE B FINAL SUBMITTAL

QJKL 990116

C R e v it L o c a l F ile s \0

B ld g

A b n lia n .r v t

MINNEAPOLIS/ST. PAUL IAP

BNL

CIP

080052

A2.01

FLOOR PLAN

REPAIR HANGAR

AND SHOPS

BLDG 685

03/05/10

CYNTHIA I. POIRER

22021

080052 BLDG 685 A09.rvt

MINNESOTA AIR

NATIONAL GUARD

133RD AIR WING

1/8" = 1'-0"1 SHOPS LEVEL

PLAN

NORTH

03/05/10 TYPE B FINAL REV.

A3.11

7891011

COMM.

ELECTRICAL

A7.01

OPEN TO

BELOW

A4.01

W SHAPE - SEE STRUCTURAL

MF3

'-4

'-0

[ 12'-0" ]

U12

A4.01

EXISTING WALL

TUG ACCESS

BAY

D N

NOTE: THIS DETAIL IS APPLICABLE

TO ANY STUD WALL WITH

ACOUSTICAL REQUIREMENTS.

REFER TO PARTITION TYPES FOR

LAYERS OF GYPSUM BOARD.

METAL STUD WALL, SEE PLAN

FOR TYPE AND ACOUSTICAL

INSULATION INFORMATION.

FLOOR AND BASE MATERIALS,

SEE ROOM FINISH SCHEDULE

FLOOR LINE

CONTINUOUS ACOUSTICAL

SEALANT, BOTH SIDES, JAMB

LOCATIONS TOO.

PERPENDICULAR TO DECK FLUTESPARALLEL TO DECK FLUTES

MET DECKING, SEE STRUCT

1/2"T ACCOUSITCAL SEALANT

BOTH SIDES; FIRE RATED

SEALANT @ SMOKE, 1HR &

2HR RATED CONDITIONS

COMPRESSIBLE BACK-UP; TIGHTLY

PACKED FIRE STOP MATL @

SMOKE & RATED CONDITIONS

PARTIAL CMU COURSING

AS REQ'D

CMU OR CONC, SEE

PARTITION TYPES

4"X4"X3/16"X12"L @ 6' OC STL

ANGLE

WELDED TO DECK, DO NOT

ATTACH TO WALL. PROVIDE

ADDITIONAL PLATE TO SPAN TO

DECK FLUTES AS REQD

M A

PERPENDICULAR TO DECK FLUTESPARALLEL TO DECK FLUTES

U.L. SYSTEM NO. HW-D-0042 OR EQUIV

1" V E

5/8" FIRE RATED GYP, EA SIDE

TIGHTLY PACKED FIRE STOP INSUL

MET TRIM EA SIDE

1/2"T FIRE STOP SEALANT

EA SIDE (ACOUSTICAL @

NON-RATED PARTITIONS)

GYP BD PARTITION, SEE

PLAN FOR TYPE

1" DEFLECTION SPACE TO

RUNNER CHANNEL

CONT 16GA DEEP LEG TRACK

CONT 5/8" FIRE RATED GYP BD

OVER CONT. 16GA. SHEET METAL

CLOSURE SECURED TO DECK

MET DECKING, SEE STRUCT

NOTE: VERTICAL WALL LOCATION

W/DECK RIBS, CLOSURE PIECES TO

SPAN (3) RIBS WHERE REQUIRED BY

CONDITIONS.

NOTE:

ATTACH GYP BD TO METAL

STUDS ONLY, DO NOT ATTACH

TO DEEP LEG TRACK

DECK, VER TYPE

STL JOIST, SEE STRUCT

DEEP LEG TRACK

CLOSE OPNG AT BMS THRU

PARTITION PENETRATION

WITH GYP ANCHORED TO

STUDS, @ EA SIDE OF BM

REFER TO PARTITION

TYPE FOR SYSTEM

NOTES

FILL VOID W/ FIRE

STOPPING SYSTEM (BATT

INSUL @ NON-RATED

CONDITIONS)

103C

MEN'S

LOCKER

103B

MEN'S

TOILET

104A

WOMEN'S

LOCKER

WOMEN'S

TOILET

103A

MEN'S

105A

JAN.

A5.011

A5.01

A5.01 23

A5.01

MF3

1 MF3

M3 A1

104B

WMN SHWR

A5.01 2019

A5.01 1817

[ 3'-1 3/4" ]

MF1

HALL

VEST

[ 1'-6" ] [ 3'-1" ]

'-6

'-1

'-6

8' LOCKER

BENCHES

8' LOCKER

BENCH

6' LOCKER

BENCH

A5.02

6 8

A5.01

MF3

R -1

106B 106A

EWC

'-0

'-8

'-4

'-7

'-5

'-3

'-6

[ 7 5/8" ] [ 9'-2" ] [ 4'-11" ] [ 4'-11" ]

[ 3'-4 7/8" ] [ 1'-6" ] [ 3'-6" ]

MF3

103D

MEN'S

SHOWER

'-4

1038 457 1067

457 940194 2794 1499 1499

MF1

CH CH

MF3

M3 A1

A5.01

12 10

MIRR-1

103E

TOILET

1'-6" 2'-3" 1'-3"

M3 A1

'-6

'-2

RATED PARTITIONS (WHERE

INDICATED ON CODE PLANS)

ARE TO MEET OR EXCEED THE

FOLLOWING:

1 HR FIRE- UL DESIGN

#U411

TAGGED SIDE

M3=3 5/8" MET STUD @ 16" OC.

M6=6" MET STUD @ 16" OC.

3" ACOUSTICAL

INSULATION WHERE

SCHEDULED

5/8" GYP BD LAYERS AS

SCHEDULED;

FIRERATED @ RATED

PARTITIONS

1 LAYER GYP BD EACH FACE w/ ACOUSTICAL INSULATION

1 LAYER GYP BD EACH FACE

[ 4 7/8" ] M6 1A

1 LAYER GYP BD EACH FACE w/ ACOUSTICAL INSULATION

EXPOSED FACE

MF3=3 5/8" MET STUD @ 16" OC.

MF1=7/8" METAL FURRING @ 16" OC.

3" ACOUSTICAL

INSULATION WHERE

SCHEDULED

EXISTING OR OTHERWISE

SCHEDULED CONSTRUCTION

WHERE APPLICABLE

5/8" GYP BD LAYERS

AS SCHEDULED

[ 1 1/2" ]

[ 4 1/4" ]

1 LAYER GYP BD EXPOSED FACE , 3-5/8" STUD

MF3

1 LAYER GYP BD EXPOSED FACE , 7/8" MTL FURRING

MF1

8" CMU

8" CMU, 1 LAYER GYP BD ON 2-1/2" METAL

STUDS; TAGGED FACE

TAGGED SIDE

8" CMU

SEE STRUCTURAL FOR

REINFORCEMENT

REQUIREMENTS

5/8" GYP BD LAYERS

ON METAL STUDS, AS

SCHEDULED

FILLED CELLS (CORES)

WHERE/AS SCHEDULED

U8 8" CMU, 1 LAYER GYP BD ON 2-1/2" METAL STUDS;

TAGGED FACE; SAND FILLED FOR ACOUSTICS

U12 12" CMU

12" CMU

SEE STRUCTURAL FOR

REINFORCEMENT

REQUIREMENTS

FILLED CELLS (CORES)

WHERE/AS SCHEDULED

GENERAL PARTITION NOTES:

1. ALL FIRE RATED PARTITIONS SHALL EXTEND FROM

FLOOR TO UNDERSIDE OF STRUCTURE, UNO. REFER TO

PLANS FOR FIRE RATED PARTITION LOCATIONS.

2. ALL NON-FIRE RATED PARTITIONS TO EXTEND FROM

FLOOR TO 12" ABOVE CEILING (MIN) UNO. REFER TO

REFLECTED CEILING PLANS FOR PARTITION HEIGHTS.

3. ALL BULKHEAD FRAMING SHALL EXTEND TO UNDERSIDE

OF STRUCTURE, WITH DIAGONAL STUD FRAME BRACES AT

4'-0" O.C. (2 BRACES MIN.) WITH GYPSUM BOARD 6" ABOVE

CEILING, UNO.

4. REFER TO PARTITION HEAD AND BASE DETAILS THIS

SHEET FOR FURTHER INFORMATION.

5. REFER TO STRUCTURAL FOR MASONRY PROPERTIES

AND REINFORCING.

6. WHEN A PARTITION IS REQUIRED TO MEET A FIRE

RATED TEST NUMBER OR STC TEST NUMBER, THE

SPECIFIC REQUIREMENTS OF THAT TEST WILL SUPERCEDE

ANY CONFLICTING NOTATION ON THAT PARTICULAR DETAIL

OR PARTITION TYPE.

7. PROVIDE SHEET METAL BACKUP FOR WALL MOUNTED

EQUIPMENT, DOOR STOPS, ACCESSORIES, ETC. UNO., AND

INCLUDING GFGI ITEMS

8. SAFING INSULATION MEANS GLASS FIBER OR MINERAL

WOOL BATTS OF BLANKETS BEARING THE UL LABEL FOR

FIRE RESISTANCE. VERIFY TYPE AND DENSITY (PCF) WITH

FIRE TEST NUMBER SHOWN ON PARTITION TYPE.

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT TITLE:

http://www.LHBcorp.com

I HEREBY CERTIFY that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/727-8446

FAX 218/727-8456

DULUTH MINNEAPOLIS

THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETS

CLIENT:

10/21/09 TYPE B FINAL SUBMITTAL

QJKL 990116

C R e v it L o c a l F ile s \0

B ld g

A b n lia n .r v t

MINNEAPOLIS/ST. PAUL IAP

:2 :2

BNL

CIP

080052

A2.02

MEZZANINE PLAN,

ENLARGED PLANS,

WALL TYPES

REPAIR HANGAR

AND SHOPS

BLDG 685

10/21/09

CYNTHIA I. POIRER

22021

080052 BLDG 685 A09.rvt

MINNESOTA AIR

NATIONAL GUARD

133RD AIR WING

1/4" = 1'-0"1 MEZZANINE PLAN

3" = 1'-0"4 WALL BASE DETAIL

3" = 1'-0"6 CMU/CONC PARTITION HEAD DETAIL @ MET DECK

3" = 1'-0"5 1 HR HEAD DETAIL AT MTL DECK

1" = 1'-0"3 PARTITION HD - PENETRATION DTL

1/4" = 1'-0"2 ENLARGED TOILET ROOM

1 1/2" = 1'-0"8 WALL TYPE M3, M6

1 1/2" = 1'-0"7 WALL TYPE MF3, MF6

1 1/2" = 1'-0"10 WALL TYPE U8

1 1/2" = 1'-0"9 WALL TYPE U12

PLAN

NORTH

PLAN

1415 13 2 13456789101112

DASH 21

EQUIPMENT

STORAGE

ISO STORAGE

SHT MTL

OFFICE

CLEAN ROOM

VEST

HALL

SHEET

METAL SHOP

CTK ROOM

CLASSROOM

HALL

BREAK

VEST

ISO OFFICE

TNB

HALL

CONFERENCE

ISO DOCK

TUG ACCESS

BAY

MAINTENANCE

HANGAR BAY

NDI LAB

CTK EQUIP

FIRE

PROTECTION

ROOM 121

FILM ROOM 120

NDI OFFICE

VEST

HALL

HYDRAULIC

SHOP

HYD. SHOP

OFFICE

HYDRAULIC

TEST STAND

TELECOM

R&R HYD

AND WASH

BAY

ELEC SWITCH

ROOM

R&R TIRE

SHOP

R&R OFFICE

EQUIP.

REPAIR

CHIEF OFFICE

HALL

VEST

105A

JAN.

103B

MEN'S

TOILET

104A

WOMEN'S

LOCKER

WOMEN'S

TOILET

103C

MEN'S

LOCKER

103D

MEN'S

SHOWER

MECHANICAL

ROOM

A.F.F.10' - 0"

A.F.F.9' - 0" A.F.F.

9' - 0"

A.F.F.

9' - 0"

A.F.F.9' - 0"

A.F.F.

9' - 0"

A.F.F.9' - 0" A.F.F.

9' - 0"

A.F.F.

9' - 0"

A.F.F.

9' - 0"

A.F.F.8' - 0"

A.F.F.9' - 0"

A.F.F.

9' - 0"

A.F.F.9' - 0"

A.F.F.

9' - 0"

A.F.F.

9' - 0"

A.F.F.

9' - 0"

A.F.F.9' - 0"

A.F.F.

8' - 0"

EXP

STRUCT

EXP STRUCT

EXP

STRUCT

EXP

STRUCT

EXP

STRUCT

EXP

STRUCT

EXP

STRUCT

EXP

STRUCT

EXP

STRUCT

EXP

STRUCT

EXP

STRUCT

EXP

STRUCT

EXP STRUCT

EXP

STRUCT

EXP

STRUCT

EXP

STRUCT

A.F.F.9' - 0"

A.F.F.

9' - 0"

8' - 10" A.F.F.

A.F.F.9' - 0"

A.F.F.

9' - 0"

A.F.F.9' - 0"

A.F.F.

10' - 0"

A.F.F.

7' - 6"

A.F.F.

9' - 0"

A.F.F.

9' - 10"

A.F.F.9' - 0"

A2.10

A.F.F.

9' - 0"

A4.01

CT IN SHOWERS

CT IN SHOWER

CONTINUE

EXISTING WALL

FURRING TO

DECK THIS SIDE.

CONTINUE EXISTING WALL FURRING TO DECK THIS WALL

PROJECTOR

GFCI

PROJECTOR

GFCI

HEF GENERATOR, TYP.

NOTE:

ADD INSULATION SYSTEM BELOW

ROOF DECK AT ALL AREAS OTHER

THAN MAINTENANCE HANGAR BAY 101

A.F.F.

8' - 0"

A.F.F.8' - 0"

A2.10

78910

ELECTRICAL

COMM.

EXP

STRUCT

EXP

STRUCT

EXP

STRUCT 125

TUG ACCESS

BAY

3/8" HANGAR ROD

ATTACHED TO HANGAR

BRACKET AND

STRUCTURE ABOVE

PROJECTIONS SCREEN

AND CASE

CEILING AS SCHEDULED[ 4" ]

COORD. W/ SCREEN MANUFACTURER

SEE PLAN

1 2

[ 1'-0" ] [ 4 7/8" ]

V A

S E

E R

C P

3 5/8" MTL STUDS @ 16"OC, TYP

UNO. PROVIDE DIAG BRACING

AT 48"OC IF VERT MEMBER IS

MORE THAN 4'H, ABOVE THE CLG.

ANCHOR TO STRUCT ABOVE

5/8" GYP BD, EXTEND 6"

ABOVE CLNG

SEE RM FINISH

SCHED FOR CLNG TYPE

LIGHT FIXTURE, SEE ELEC.

5/8" GYP BD - PAINT

INTERIOR WHITE

DRYWALL CORNER BEAD

ALUM LENS & ACRYLIC

OVERLAY. REFER TO ELEC

LIGHT FIXTURE SCHEDULE

PARTITION, SEE PLAN FOR TYPE

305 124

3 5/8" MTL STUDS @ 16"OC, TYP

UNO. PROVIDE DIAG BRACING

AT 48"OC IF VERT MEMBER IS

MORE THAN 4'H, ABOVE THE CLG.

ANCHOR TO STRUCT ABOVE

5/8" GYP BD, EXTEND 6"

ABOVE CLNG

SEE RM FINISH

SCHED FOR CLNG TYPE

DRYWALL CORNER BEAD

SEE RM FINISH

SCHED FOR

CLNG TYPE

[ 4 7/8" ]

V A

REFLECTED CEILING PLAN LEGEND

SUSPENDED ACOUSTICAL

CEILING TILE

GYPSUM BOARD CEILING/SOFFIT

RECESSED LIGHT

FIXTURE, SEE ELEC.

SURFACE/WALL MOUNT LIGHT

FIXTURE, SEE ELEC.

MECHANICAL

DIFFUSERS, SEE

MECH.

THE LIST ABOVE IS FOR REFERENCE ONLY.

VERIFY REQUIREMENTS WITH RESPECTIVE

DRAWING SHEET AND NOTES.

CERAMIC TILE

ACCESS PANEL

'-0

ANCHOR TO STRUCTURE ABOVE

3 5/8" STL STUDS @ 16" O.C.

TYP UNO. PROVIDE DIAG

BRACING AT 48" O.C. IF VERT

MEMBER IS MORE THAN 4'H,

ABOVE THE CLG.

5/8" GYP BD. EXTEND 6"

ABOVE CLNG.

SEE RM FINISH SCHED FOR

CLNG TYPE

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT TITLE:

http://www.LHBcorp.com

I HEREBY CERTIFY that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/727-8446

FAX 218/727-8456

DULUTH MINNEAPOLIS

THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETS

CLIENT:

10/21/09 TYPE B FINAL SUBMITTAL

QJKL 990116

C R e v it L o c a l F ile s \0

B ld g

A b n lia n .r v t

MINNEAPOLIS/ST. PAUL IAP

:2 :2

BNL

CIP

080052

A2.10

REFLECTED

CEILING PLANS

REPAIR HANGAR

AND SHOPS

BLDG 685

10/21/09

CYNTHIA I. POIRER

22021

080052 BLDG 685 A09.rvt

MINNESOTA AIR

NATIONAL GUARD

133RD AIR WING

1/8" = 1'-0"1 MAIN LEVEL REFLECTED CEILING PLAN

1/8" = 1'-0"2 MEZZANINE REFLECTED CEILING PLAN

1 1/2" = 1'-0"3 PROJECTION SCREEN DETAIL

1 1/2" = 1'-0"4 RECESSED LIGHT/ SOFFIT DETAIL

1 1/2" = 1'-0"5 SOFFIT DETAIL

1 1/2" = 1'-0"6 DETAIL AT SHOWER TRANSITION

PLAN

1415 13 2 13456789101112

EXISTING STANDING SEAM METAL ROOF

A2.20

EXISTING SSM ROOF EXISTING SSM ROOF

ROOF SYSTEM #1

ROOF FAN

VTR

ROOF FAN

A2.20

ROOF SYSTEM

REFER TO DETAIL 4/A2.20

TYP VALLEY FLASHING NOTES

NOTE: ACTUAL ROOF SLOPE

VARIES FROM DETAIL

REFER TO WALL SECTIONS &

DETAILS FOR TYP ROOF

CONST NOTES

SECTION A-A

PLAN VIEW

DOWNSLOPEDOWNSLOPE

D O

W N

S L

O P

EDGE OF VALLEY

FLASHING CLEAT

PNL CLOSURE

PIECE, REFER

TO RIDGE DETAIL

DORMER PANEL

VALLEY FLASHING

RIDGE FLASHING

EXISTING MAIN

ROOF PANELS

ROOF SHEATHING

VALLEY FLASHING; 12" LAPS WITH

CONTINUOUS CAULK AT LAPS

FIELD TAPERED ZEE

CLOSURE WITH

CONTINUOUS CAULK

UNDER ZEE CLOSURE

RIDGE FLASHING; 4" END

LAPS WITH CONTINUOUS

CAULK AT LAPS

FIELD FORM END OF RIDGE

FLASHING AND EXTEND

UNDER CLEAT

ROOF PNL RIB, CLIPS PER MFR

'-2

' W

6'-0" @ SINGLE DOORS

90.00°

RAIN GUTTER STOPS AT

DORMERS, TYP.

GABLE END, PER 07 6100, PANELS IN

COLOR TO MATCH ROOF. PROVIDE

GALVANIZED METAL STUD BACKUP

PROVIDE FIXED VALLEY FLASHING

AT CONNECTION OF DORMER TO

MAIN ROOF INSTALLED PER

MANUFACTURER'S RECOMMENDATION.

EXISTING STANDING SEAM

ROOF PANELS ADJACENT

GABLE FLASHING INSTALLED

PER MANUFACTURER'S

RECOMMENDATION.

EXISTING STRUCTURE

12" CMU, SEE STRUCTURAL

METAL WALL PANEL

EXISTING

STANDING

SEAM ROOF

ROOF SYSTEM #1

6" METAL STUDS

ADD 6" UN-FACED BATT INSULATION (R-

19) WITH SUPPORT

STRAPPING AND LINER FABRIC AT

BOTTOM OF STRUCTURAL FRAMING

(SEE STRUCTURAL)

PREFINISHED METAL RIDGE CAP

ROOF SYSTEM #1

EXISTING METAL SIDING ON 2" Z FURRING.

CUT AS NECESSARY TO INSTALL FLASHING

PREFINISHED METAL FLASHING. CONTINUE

BEHIND EXISTING METAL SIDING

METAL ROOF DECKING

STANDING SEAM METAL ROOFING

3/4" EXTERIOR GRADE PLYWOOD

STEEL BEAM, SEE STRUCT.

122'-7"

PREFINISHED METAL BACKUP, ATTACH TO

BLOCK, RUN UP BEHIND EXISTING PANELS

PROVIDE CLOSURE PIECE FOR METAL PANEL

PREFINSHED METAL

SOFFIT PANEL IN J-

CHANNEL

METAL WALL PANEL TO

MATCH EXISTING

STANDING SEAM

METAL ROOFING

2'-5"

3" Z PURLINS

LINER PANEL

SPRAYED FOAM

INSULATION

A2.20

MODIFY ADJACENT

STANDING SEAM METAL

ROOFING AS NECESSARY

NOTE: FRAME DORMER WITH

GALVANIZED METAL STUDS. TIE

RAFTERS TOGETHER AT Z PURLIN

LEVEL. PROVIDE PLYWOOD DECK

AND TYPICAL PANEL

CONSTRUCTION.

PREFINISHED VALLEY FLASHING

ROOF SYSTEM #1

EXISTING

ROOF SYSTEM

AT SIM.

SSM ROOF ON 3" MTL Z

PURLINS W/ THERMAL BLOCK

3" F6 BATT INSULATION (R-13)

METAL DECK

STEEL FRAMING W/ FLANGE

ADD 6" UN-FACED BATT INSUL

(R-19) WITH SUPPORT

STRAPPING AND LINER FABRIC

AT BOTTOM OF W8'S

W16

SSM ROOF

3 1/2" BATT INSULATION

(COMPRESSED AT PURLINS)

METAL DECK

STEEL FRAMING W/ FLANGE

ADD 6" UN-FACED BATT INSUL

(R-19) WITH SUPPORT

STRAPPING AND LINER FABRIC

AT BOTTOM OF W8'S

W16

COVERBOARD (1/2" MIN

PLYWOOD)

SELF-ADHERING ROOF

UNDERLAYMENT

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT TITLE:

http://www.LHBcorp.com

I HEREBY CERTIFY that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/727-8446

FAX 218/727-8456

DULUTH MINNEAPOLIS

THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETS

CLIENT:

10/21/09 TYPE B FINAL SUBMITTAL

QJKL 990116

C R e v it L o c a l F ile s \0

B ld g

A b n lia n .r v t

MINNEAPOLIS/ST. PAUL IAP

:2 :2

BNL

CIP

080052

A2.20

ROOF PLAN AND

DETAILS

REPAIR HANGAR

AND SHOPS

BLDG 685

10/21/09

CYNTHIA I. POIRER

22021

080052 BLDG 685 A09.rvt

MINNESOTA AIR

NATIONAL GUARD

133RD AIR WING

1/16" = 1'-0"1 ROOF PLAN

1/8" = 1'-0"2 TUG BAY ROOF PLAN

3" = 1'-0"6 DORMER VALLEY TRANSITION

1/2" = 1'-0"8 DORMER ELEVATION

1 1/2" = 1'-0"10 TUG BAY EAVE

1 1/2" = 1'-0"5 RIDGE DETAIL

1 1/2" = 1'-0"7 ROOF EDGE

1 1/2" = 1'-0"9 TUG BAY ROOF RAKE

1/4" = 1'-0"3 DORMER ROOF PLAN

1 1/2" = 1'-0"4 ROOF VALLEY

ROOF SYSTEM #1

METAL ROOF PANELS, OVER SELF-

ADHERING ROOFING UNDERLAYMENT,

OVER PROTECTIVE COVER BOARD, OVER

STEEL PURLINS ON STEEL ROOF DECK.

PLAN

NORTH

1 1/2" = 1'-0"12 EXISTING LOW ROOF DETAIL

1 1/2" = 1'-0"13 NEW ROOF DETAIL - TUG BAY

3" = 1'-0"11 ROOF PENETRATION / CURB DETAIL

ELEC SWITCH

ROOM

CTK ROOM

CONFERENCE

ISO OFFICE

TNB

CLASSROOM

HALL

ISO DOCK

EQUIP.

REPAIR

CHIEF OFFICE

R&R TIRE

SHOP

MECHANICAL

ROOM

R&R OFFICE

HALL

R&R HYD

AND WASH

BAY

HYDRAULIC

SHOP

HALL

NDI LAB

FIRE

PROTECTION

ROOM

TUG ACCESS

BAY

NDI OFFICE

HYD. SHOP

OFFICE

HALL

TELECOM

BREAK

HYDRAULIC

TEST STAND

MAINTENANCE

HANGAR BAY

VEST

FILM ROOM

103C

MEN'S

LOCKER

103B

MEN'S

TOILET

104A

WOMEN'S

LOCKER

ISO STORAGE

SHT MTL

OFFICE

SHEET

METAL SHOP

DASH 21

EQUIPMENT

STORAGE

HALL

VEST

CLEAN ROOM

CTK EQUIP

105A

JAN.

WOMEN'S

TOILET

SHOP

STOCK

DRILL BITS

SHOP

STOCK 2

METAL RACK

BENCH

BENCH 2

BENCH 3

ENGRAVER 1 ENGRAVER 2

TUBE FLARING

MACHINE

POWER SHEAR

TUBE BENDER

TECH ORDER

DIMPLER

DRILL

PRESS

POWER

FLANGER

PEDESTAL

GRINDER

BUFFER/

CORAL

WHEEL

BOX BRAKE

DISK/BELT

SANDER

ROLLER AND

BRAKE

STAKE

TABLE FOOT SHEAR

METAL BRAKE

ROTEX PUNCH

CORNER

NOTCHER

SHRINKING/

STRETCHING

BUFFER

POLISHER

BANDSAW

WHEEL AND

TIRE CAGE

WHEEL AND

TIRE BUILDUP

TIRE BEAD

BREAKER

DEGREASER

DIP TANK

AIRCRAFT

WEIGHING

SCALES

WORK BENCH

STORAGE

VIDMAR 1

STORAGE

VIDMAR 2

TOOL BOX

VIDMAR

TOOLBOX

VIDMAR 2

T.O. CABINET

PERSONAL

STORAGE

CABINET

STORAGE

VIDMAR 3

HOSE FITTING

ASSEMBLY

MACHINE

HOSE CUTTING

AND SKIVING

TEST STAND

AIRCRAFT

POWER

SUPPLY

PENETRANT

INSPECTION

UNIT

STATIONARY

MAGNETIC

PARTICLE

X-RAY FILM

PROCESSOR

WORK BENCH

PROJECTOR

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT TITLE:

http://www.LHBcorp.com

I HEREBY CERTIFY that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/727-8446

FAX 218/727-8456

DULUTH MINNEAPOLIS

THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETS

CLIENT:

10/21/09 TYPE B FINAL SUBMITTAL

QJKL 990116

C R e v it L o c a l F ile s \0

B ld g

A b n lia n .r v t

MINNEAPOLIS/ST. PAUL IAP

:2 :3

BNL

CIP

080052

A2.30

EQUIPMENT PLAN

REPAIR HANGAR

AND SHOPS

BLDG 685

10/21/09

CYNTHIA I. POIRER

22021

080052 BLDG 685 A09.rvt

MINNESOTA AIR

NATIONAL GUARD

133RD AIR WING

1/8" = 1'-0"1 EQUIPMENT PLAN

PLAN

NORTH

NOTES: ALL EQUIPMENT THIS DRAWING ASSUMED TO BE GFCI UNLESS OTHERWISE INDICATED

1. GFCI - GOVERNMENT FURNISHED CONTRACTOR INSTALLED

2. CFCI - CONTRACTOR FURNISHED CONTRACTOR INSTALLED

1415 13 2 13456789101112

2.75

TUG DOOR INFILL OPENING WITH BRICK TO MATCH

EXISTING

W2 W2 W1 W1W1 W1 W1 W1

W2 W1W1 W1 W1

W2 W2

INFILL OPENING WITH

BRICK TO MATCH

EXISTING

ADD ROOF DORMER AT ENTRY

EXISTING TRANSLUCENT PANEL

METAL PANEL TO

MATCH EXISTING

(WALL PANEL - 1)

ADD ROOF DORMER AT ENTRY

BID OPTION WINDOWS EMERGENCY

ACCESS CABINET

EXHAUST FAN

SHOPS LEVEL

100' - 7"

A3.11

ABCDEFGHJKL

W5W5

A3.11

W2 W1

W7W6W6

INFILL WITH METAL PANEL

STANDING SEAM METAL ROOFING AT TUG BAY

STANDING SEAM

METAL ROOFING AT

ENTRY DORMER.

METAL WALL PANEL-1

AT TUG BAY BEYOND

EXISTING METAL

PANEL TO REMAIN,

UNO

EXISTING FACE BRICK

EXISTING OVERHEAD DOOR

EXISTING STANDING

SEAM METAL

ROOFING TO

REMAIN, UNO.

TRANSLUCENT PANELS, BID OPTIONS TYP.

TRANSLUCENT

PANELS

A4.01

SHOPS LEVEL

100' - 7"

A3.11A B C D E F G H J K L

A4.01

A3.11

W2W2

W5 W5

W2 W1

W3 W1

W2 W1

W4 W1

EXISTING OH DOOR

EXISTING

TRANSLUCENT

PANEL TO REMAIN

EXISTING METAL

PANEL TO REMAIN,

UNO.

EXISTING FACE BRICK

STANDING SEAM

METAL ROOFING AT

TUG BAY

STANDING SEAM METAL

ROOFING AT ENTRY

DORMER. METAL WALL

PANEL-1 AT TUG BAY

BEYOND

INFILL OPENING WITH

BRICK TO MATCH

EXISTING

EXISTING STANDING

SEAM METAL ROOFING

TO REMAIN, UNO.

TRANSLUCENT PANELS, BID OPTIONS,

TYP.

INFILL W/ METAL PANEL

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT TITLE:

http://www.LHBcorp.com

I HEREBY CERTIFY that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/727-8446

FAX 218/727-8456

DULUTH MINNEAPOLIS

THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETS

CLIENT:

10/21/09 TYPE B FINAL SUBMITTAL

QJKL 990116

C R e v it L o c a l F ile s \0

B ld g

A b n lia n .r v t

MINNEAPOLIS/ST. PAUL IAP

:2 :3

BNL

CIP

080052

A3.01

EXTERIOR

ELEVATIONS

REPAIR HANGAR

AND SHOPS

BLDG 685

10/21/09

CYNTHIA I. POIRER

22021

080052 BLDG 685 A09.rvt

MINNESOTA AIR

NATIONAL GUARD

133RD AIR WING

1/8" = 1'-0"1 EAST ELEVATION

1/8" = 1'-0"3 NORTH ELEVATION

1/8" = 1'-0"2 SOUTH ELEVATION

REFER TO MECHANICAL FOR LOCATION OF LOUVERS

TO BE INFILLED WITH INSULATED PANEL AND FOR

LOCATION OF REMOVED PIPING IN METAL PANEL.

CONTRACTOR TO FILL AND PATCH EXISTING

OPENINGS

NOTE:

A3.11

14 151321 3 4 5 6 7 8 9 10 11 12

EXISTING HANGAR DOOR

TO BE REFURBISHED-

SEE NOTES FOR DETAIL

HANGAR FLOOR

100' - 0"

EXISTING METAL WALL

PANEL TO REMAIN,

UNO.

'-2

'-8

20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0"

EMERGENCY ACCESS

CABINET- VERIFY EXACT

LOCATION W/

CONTRACTING

OFFICER'S

REPRESENTATIVE

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT TITLE:

http://www.LHBcorp.com

I HEREBY CERTIFY that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/727-8446

FAX 218/727-8456

DULUTH MINNEAPOLIS

THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETS

CLIENT:

10/21/09 TYPE B FINAL SUBMITTAL

QJKL 990116

C R e v it L o c a l F ile s \0

B ld g

A b n lia n .r v t

MINNEAPOLIS/ST. PAUL IAP

BNL

CIP

080052

A3.02

EXTERIOR

ELEVATIONS

REPAIR HANGAR

AND SHOPS

BLDG 685

10/21/09

CYNTHIA I. POIRER

22021

080052 BLDG 685 A09.rvt

MINNESOTA AIR

NATIONAL GUARD

133RD AIR WING

1/8" = 1'-0"1 WEST ELEVATION

HANGAR DOOR AND TRACK:

1) EXISTING 6" DOOR FRAMING, SHEETING AND POLYCARBONITE WINDOWS TO REMAIN.

2) EXISTING 8" ANGLE GUIDE TRACKS TO REMAIN.

ROLLER HOUSING:

3) REPLACE PANCAKE STYLE TOP ROLLER / HOUSING ASSEMBLIES, TWO ASSEMBLIES REQUIRED

PER DOOR SECTION.

4) CLEAN, PRIME AND PAINT EXISTING TOP TRACK CLOSURE PLATE.

5) REPLACE EXISTING BOTTOM WHEEL/HOUSING ASSEMBLIES. WHEEL HOUSINGS TO BE:

A) MAINTENANCE FREE

B) SEALED TAPERED ROLLER BEARINGS

C) SOLID STEEL TREAD 12" DIAMETER WHEELS

D) VERTICALLY ADJUSTABLE WHEEL HOUSINGS WITH SCREW ON ACCESS COVERS.

E) ADJUSTABLES HOUSINGS TO PROVIDE SILL CLEARANCE OF 3/4" MIN.

6) EXISITNG BUMPER PICK-UP FOR THE OPEN DIRECTION ONLY TO REMAIN AND BE REUSED.

7) EXISTING CABLE REEVING FOR THE CLOSE DIRECTION ONLY TO REMAIN AND BE REUSED.

WEATHERSTRIPPING:

8) ADD A L2 x 2 x 1/8” ANGLE TO THE EXTERIOR SIDE OF THE TOP TRACK ANGLE GUIDES FOR A

BRUSH SEAL WEATHERING ATTACHMENT BASE.

9) REPLACE ALL EXISTING WEATHER SEALS ON THE HANGAR DOORS:

10) VERTICAL SEALS:

A) REPLACE EXISTING VERTICAL WEATHERSEALS WITH NEW BULB STYLE EPDM USING 1 LB DENSITY

FOAM.

11) SILL SEALS:

B) ADD NEW EXTERIOR 1/8” FLAP EPDM SILL SEALS.

C) ADD…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.