AD2.02 EXISTING HANGAR PLAN A2.01 NEW ROOF PLAN …

A0.00

COVERSHEET

DATE 09/14/16

REVISIONS

NO. DATE

PROJECT NO:

IA 1625SHEET

HA

NG

AR

40

RE

HA

BIL

ITA

TIO

NP

HA

SE

1

SH

RE

VEP

OR

T, L

A 7

1109

COPYRIGHT

THESE DOCUMENTS ARE PROTECTED BY UNITED STATES

COPYRIGHT LAW. THEY HAVE BEEN PREPARED SPECIFICALLY

FOR THE PROJECT IDENTIFIED AND ARE NOT SUITABLE FOR

USE ON ANY OTHER PROJECT OR AT ANY OTHER LOCATION

WITHOUT THE EXPRESS WRITTEN APPROVAL AND

PARTICIPATION OF iARCHITECTURE. REPRODUCTION OF

THESE DOCUMENTS MUST BE AUTHORIZED BY THE ARCHITECT.

ALL RIGHTS ARE RESERVED TO iARCHITECTURE.

ARCHITECT

JEFF SPIKES318-828-1637

NAME:PHONE:

PROFESSIONAL OF RECORD:

ALL CONSTRUCTION TO COMPLY WITH LOCAL AND STATE CODES AND STANDARDS

CORRECTING SUCH VIOLATIONS.

BEEN MADE, WILL NOT BE ALLOWED.

CONTRACTOR NOTES

SUBMITTING A BID. REPORT ANY DISCREPANCIES TO ARCHITECT OR

EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE ANDSCOPE OF THE WORK. THE SUBMISSION OF A BID WILL BE EVIDENCETHAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR,EQUIPMENT, OR MATERIALS REQUIRED, OR FOR ANY DIFFICULTIES

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT,AND OWNER OF ANY DISCREPANCIES ENCOUNTERED ON THE PLANS OR IN

CONTRACTORS ARE CAUTIONED TO COORDINATE ITEMS IN THEIR SCOPE OFWORK WITH OTHER TRADES.

EXISTING SITE CONDITIONS PRIOR TO SUBMISSION OF BID.

ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION

VISUALLY APPARENT CODE VIOLATIONS AND ALLOW IN HIS/HER BID FORCONTRACTOR, DURING PRE-BID SITE VISIT, SHALL TAKE NOTICE OF ANY

SPECIFICATIONS , INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, CIVIL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL PRIOR TO

IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL DRAWINGS AND

BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH

E.F.

D.

C.

B.ENGINEER PRIOR TO BID.

A.

THESE NOTES APPLY TO ALL SHEETS.G.

CODE INFORMATION:

SHEET INDEX

SYMBOL LEGEND

SEE DOOR SCHEDULENEW DOOR

A

WALL SECTION MARKER

DOOR NUMBER, SEE SCHEDULE

FINISH ELEVATION

INTERIOR ELEVATION/ LOCATION

ROOM NAME/ ROOM NUMBER

WINDOW NUMBER, SEE SCHEDULE

SECTION DETAIL/ SHEET

BUILDING SECTION MARKER

100ROOM NAME

0.0A0.0

SECTION DETAIL MARK

0.0A0.0

ENLARGED REFERENCE

0.00

0.0A0.0

EL. 000.0'A.F.F.

101

00

0.0A0.0

iARCHiTECTURE, LLC.417 LAKE STREETSHREVEPORT, LOUISIANA 71101

CODES TO BE UTILIZED:

2012 NATIONAL FIRE PROTECT ASSOCIATION (NFPA 101)2012 INTERNATIONAL BUILDING CODE (IBC)2012 INTERNATIONAL MECHANICAL CODE (IMC)2005 NEC2010 (STANDARD) AMERICANS WITH DISABILITIES ACT AND ARCHITECTURAL

BARRIERS GUIDELINES (JULY 23, 2004 EDITION)2013 LOUISIANA STATE PLUMBING CODE (MOST CURRENT VERSION)2012 INTERNATIONAL ENERGY CONSERVATION

SITE LAYOUT MAP

SITE

SHREVEPORTREGIONAL

AIRPORT

SHREVEPORT

DOWNTOWNAIRPORT

AIR FORCEBARKSDALE

RIV

ER

BASE

BOSSIERCITY

RED

ARCHITECTURAL

A0.00 COVER, PROJECT INFO. & LOCATOR PLANSA1.01 SITE/ROOF PLANAD2.01 EXISTING/NEW ROOF PLANAD2.02 EXISTING HANGAR PLANA2.01 NEW ROOF PLAN DETAILSA2.02 HANGAR PLAN

MECHANICAL

MED101 FIRST FLOOR PLAN - MECHANICAL DEMOLITIONMED102 SECOND FLOOR PLAN - MECHANICAL DEMOLITIONM101 FIRST FLOOR PLAN - MECHANICALM102 SECOND FLOOR PLAN - MECHANICALM201 MECHANICAL SCHEDULEM202 MECHANICAL DETAILSM203 MECHANICAL DETAILSE101 FIRST FLOOR PLAN - ELECTRICALE102 SECOND FLOOR PLAN - ELECTRICAL

ALL CONSTRUCTION TO COMPLY WITH LOCAL AND STATE CODES AND STANDARDS

SHREVEPORT REGIONAL AIRPORT

HANGAR 40

REHABILITATION

PHASE-1

6990 CHALLENGER DRIVE, SHREVEPORT, LOUISIANA 71109

PERMIT READY

CONSTRUCTION SET 9/14/16

A MANDATORY PRE-BID MEETING WILL BE HELD AT THE SITE.H.

CHALLENGER DRIVE

AD2.01A1

ROO

F SLOPE

1:12

EXISTING PARKING

SECURED ENTRY

EXISTING PARKINGSHALL NOT BE USED BYCONTRACTORS

SCOPE OF WORK

NOT SCOPE OF WORK

NOT SCOPE OF WORK

NOT SCOPE OF WORK

STAGING AREA

SECURED GATE

MAINTENANCE ENTRYSTAIRWELL

ALLOWABLE CONTRACTORROUTES

HANGER

STORES/GSE

BREAK & RR'S

OFFICES

A

B

C

D

A

B

B

C

C

D

B

A1.01

SITE &ROOF

DATE 09/14/16

REVISIONS

NO. DATE

PROJECT NO:

IA 1625SHEET

HA

NG

AR

40

RE

HA

BIL

ITA

TIO

NP

HA

SE

1

SH

RE

VEP

OR

T, L

A 7

1109

COPYRIGHT









A1 SITE PLAN1" = 40'-0"

KEY PLANN.T.S.

ROOF SLOPE1:12

PREP ALL SURFACES AS PERMANUFACTURER'S REQUIREMENTSTO RECEIVE DEPRESSION FILLERMATERIAL (LOOSE LAID)

70'-0" +/-FIELD VERIFY

252'

-0" +

/-FI

ELD

VE

RIF

Y


43'-6

" +/-

FIEL

D V

ERIF

Y


238'

-6" +

/-FI

ELD

VE

RIF

Y

TEST/VERIFY EXISTING METAL PANELSNEEDING REPAIR PRIOR TO NEW ROOFOVERLAY

EXISTING TRAPEZOIDAL METAL PANELSATTACHED DIRECTLY TO STRUCTURE

HANGER

STORES/GSE

BREAK & RR'S

OFFICES

A

B

C

D

A

B

B

C

C

D

B

ROOF SLOPE1:12

D1/A2.01

D1/A2.01

D1/A2.01


252'

-0" +

/-FI

ELD

VE

RIF

Y


43'-6

" +/-

FIEL

D V

ERIF

Y


238'

-6" +

/-FI

ELD

VE

RIF

Y

NEW SINGLE PLYMEMBRANE ROOF

ROOF PENETRATIONSSEE DETAILS ON SHEET A2.01FOR NEW INSTALLATION

D3/A2.01

D3/A2.01

D3/A2.01

A3/A2.01

A3/A2.01

A3/A2.01

VERTICAL WALL CONDITION@ EXISTING BUILDING

D3/A2.01

D3/A2.01

D3/A2.01

A3/A2.01

EXISTING ROOF HATCH

D5/A2.01

D5/A2.01

NEW GUTTER PER DETAILD5/A2.01 LOCATION AS SHOWN

D1/A2.01

D1/A2.01

D1/A2.01 NEW GUTTER PER DETAILD5/A2.01 LOCATION AS SHOWN

METAL EDGE TRIM PERDETAIL D1/A2.01

FIE

LD V

ER

IFY

FIE

LD V

ER

IFY

NEW ROOF WALKWAY PADS

AD2.01

EXISTING/NEW

ROOF

DATE 09/14/16

REVISIONS

NO. DATE

PROJECT NO:

IA 1625SHEET

HA

NG

AR

40

RE

HA

BIL

ITA

TIO

NP

HA

SE

1

SH

RE

VEP

OR

T, L

A 7

1109

COPYRIGHT









A1 EXISTING ROOF PLAN1/8" = 1'-0"

KEY PLANN.T.S.

A3 NEW ROOF PLAN1/8" = 1'-0"

A

B

B

C

C

D

B

EXISTING FORCED AIR HEATER LOCATIONSUSE EXISTING GAS LINES & ELECTRICAL FOR NEW

IR HEATERS AS LOCATED IN NEW PLAN

EXISTING FORCED AIR HEATER LOCATIONSUSE EXISTING GAS LINES FOR NEW IR HEATERS

GAS SUPPLED @ ALL EXST'G UNIT HEATERS

EXISTING FORCED AIR HEATER LOCATIONSUSE EXISTING GAS LINES FOR NEW IR HEATERSGAS SUPPLED @ ALL EXST'G UNIT HEATERS

DEMO EXISTING HOLLOW METALFIRE RATED FRAME & DOOR, REPLACEAS NOTED

HANGER

STORES/GSE

BREAK & RR'S

OFFICES

A

B

C

D

A

B

B

C

C

D

B

AD2.02

EXISTINGPLAN

DATE 09/14/16

REVISIONS

NO. DATE

PROJECT NO:

IA 1625SHEET

HA

NG

AR

40

RE

HA

BIL

ITA

TIO

NP

HA

SE

1

SH

RE

VEP

OR

T, L

A 7

1109

COPYRIGHT









A1 EXISTING PLAN1/32" = 1'-0"

KEY PLANN.T.S.

EXISTING STANDING SEAM METAL ROOFAPPROVED FLUTE FILLER

WOOD NAILER

24 GA. C-CHANNEL CAPMECHANICALLY ATTACHEDON TOP AND BOTTOM

ROOFING MEMBRANE

TERMINATION

APPROVED RE-COVERBOARD

NOTE 1: IF INSULATION IS LESS THAN 1-INCH THICK, A WOOD NAILER IS NOT REQUIRED.

NOTE 1: ALL JOINTS, SPLICES, CORNERS, AND ENDCAPS ARE TO BE

DECK

PREFABRICATED PARAPET WALL FLASHING

NOTE 1: FASCIA BAR AND COVER MAY BE USED IN PLACE OF THE TERMINATION BAR.

NOTE 2: THE SUBSTRATE MUST BE FREE AND CLEAR OF DEBRIS AT AND BELOW THE TERMINATION POINT.

NOTE 3: WHEN ATTACHING THE PARAPET FLASHING TO THE SUBSTRATE, THE APPROPRIATE FASTENER MUST BE USED. THE FASTENER FOR THE WALL FLASHING MAY BE DIFFERENT THAN THE FASTENER USED ON THE HORIZANTAL ROOF DECKING.

CAULK

COUNTER FLASHING

EXISTING COUNTER FLASHING

TAPER CUT FLUTE FILL

NOTE 1: IT IS PERMISSIBLE TO USE AN APPROVED DURO-GUARD FAN FOLD OVERFLUTE FILLER ON A STANDING SEAM METAL ROOF IF THE SPAN BETWEENTHE FLUTE FILLER AND THE FLUTE DOES NOT EXCEED 1/4 INCH.

NOTE 2: FLUTE FILLER MUST BE 1.5-LB DENSITY EPS INSULATION, OR 2.0-LBDENSITY POLYISOCYANURATE AND HELD IN PLACE. WOOD FIBERBOARDCAN NOT BE USED AS FLUTE FILLER.

NOTE 3: THE USE OF THIS DETAIL IS NOT A FIRE RATED SYSTEM UNLESS AN FR-10PROTECTIVE LAYER IS USED.

STRAIGHT CUT FLUTE FILL

FAN FOLD

PVC ROOFINGMEMBRANE

PVC ROOFINGMEMBRANE

NOTE 1: A 1/4-INCH GAP IS REQUIRED BETWEEN SECTIONS OF DURO-LAST FASCIA BASE. JOINTS ON THE FASCIA BASEMUST BE OFFSET BY A MINIMUM OF 12-INCHES FROM THEJOINTS IN THE METAL COVER.

NOTE 2: A WOOD NAILER IS REQUIRED IF 1-INCH OF INSULATION ORGREATER IS USED. TOP OF WOOD NAILER TO BE FLUSHWITH TOP OF INSULATION. FASTENERS USED TO ATTACHWOOD NAILERS SHALL BE SPACED NO GREATER THAN 18-INCHES ON CENTER.

NOTE 3: THE FASCIA BASE SYSTEM IS NOT TO BE INSTALLED AS AGRAVEL/WATER STOP.

NOTE 4: THIS EDGING IS AVAILABLE IN 4-INCH THROUGH 8-INCH DIMENSIONS.

NOTE 5: DENSDECK PRIME IS THE RECOMMENDED SUBSTRATEBOARD. FOR ADDITIONAL SUBSTRATE OPTIONS SEE SECTION 2 OF THE ADHERED SPECIFICATION OR CONTACTTHE DURO-LAST ENGINEERING SERVICES DEPARTMENT.

CAULK

FASTEN FASCIA BASE USINGSPECIFIED SCREWS. USE ALLPRE-PUNCHED HOLES ONFASCIA BASE.

MEMBRANEADHESIVE

CAULK

DENSDECK PRIME

INSULATION

MEMBRANEADHESIVE

ROUND PENETRATION4070

NOTE 1: IF A LEAD FLASHING IS PRESENT ON THE PIPE, IT MUST BEREMOVED BEFORE STACK FLASHING IS INSTALLED.

NOTE 2: MEMBRANE ATTACHMENT AROUND THE PENETRATION WILLBE THE SAME AS THE DECK MEMBRANE, MAX. 18-INCHES ONCENTER, AND A MINIMUM OF ONE PLATE/FASTENER PERFLASHING.

DECK

TYPICAL VENT PIPE

DURO-LAST PREFABRICATED VENTSTACK FLASHING

FROM THE TOP OF THEPOSITIONED 1/4-INCHSTAINLESS STEEL BAND

STACK FLASHING

8-INCHESMIN.

DURO-LAST CAULK

FASTENERS6-INCHES ON CENTER, MAX.

VINYL-COATED

SEALANT

COUNTER-FLASHING

CAULK

WA

LL

METAL PRE-PUNCHED 6-INCHESON CENTER WITH MEMBRANE SKIRT

THICK, A WOOD NAILER IS NOT REQUIRED.

NOTE 1: ALL JOINTS, SPLICES, CORNERS, AND ENDCAPS ARE TO BERIVETED INTO POSITION. ON SPLICE PLATES, A MINIMUM OF 2RIVETS AND 2 FASTENERS ARE TO BE USED.

NOTE 2: ALL JOINTS, SPLICES, CORNERS AND ENDCAPS MUST HAVEAPPROVED SEALANT APPLIED TO THEM TO ENSURE AWATERTIGHT APPLICATION. APPLY A BEAD OF APPROVEDSEALANT TO THE SPLICE PLATE ON BOTH SIDES OF THEJOINT.

NOTE 3: ONE EXPANSION JOINT SHOULD BE INSTALLED FOR EVERY40-50 FEET OF GUTTER BEING INSTALLED. (DETAIL 2095)

NOTE 4: DRAINAGE SLOPE AND DRAIN SIZES ARE TO BE DETERMINEDBY LOCAL BUILDING CODE REQUIREMENTS AND ARE THERESPONSIBILTY OF THE CONTRACTOR TO FOLLOW.

FASTEN 24-INCHES ONCENTER TO NAILER ORROOF DECK

GUTTER STRAPS(24 TO 30-INCHES

ENDCAPS (RIVET INTO PLACE, 2RIVETS PER SURFACE, MINIMUM)

SPLICE PLATE (LEAVE 14-INCH GAPBETWEEN GUTTER SECTIONS)

ON CENTER) FIELDINSTALLED

STRIP MASTIC(BACK SEAL MEMBRANE)

APPROVED SEALANT

A2.01

NEWROOF

DETAILS

DATE 09/14/16

REVISIONS

NO. DATE

PROJECT NO:

IA 1625SHEET

HA

NG

AR

40

RE

HA

BIL

ITA

TIO

NP

HA

SE

1

SH

RE

VEP

OR

T, L

A 7

1109

COPYRIGHT









A1 EAVE EDGE TERMINATOR3" = 1'-0"

A3 INSIDE WALL TERMINATION3" = 1'-0"

A5 TYPICAL ROOF SECTION REPAIR DETAIL3" = 1'-0"

D1 4"-8" METAL FASCIA BASE3" = 1'-0"

D3 PLUMBING STACK DETAIL3" = 1'-0"

D5 GUTTER ATTACHMENT DETAIL3" = 1'-0"

HAZMAT

MX SUPS

STORES/24,000 SQ. FT.SECURED ENTRY

SHEET METAL

GSE

MECHANICALMEN

WMN

BREAK

MEN WMN

TOOLROOM

TOOLROOM

TYPICAL BAY AREA(TAIL DOCK/POWER/STANDS/TOOLS)

108,000 SQ. FT.

RAMP AREA, PLANE ENTRY

SECRURED STORAGE

35'LX69'WX25'H 35'LX69'WX25'H

35'LX69'WX25'H

35'LX69'WX25'H

35'LX69'WX25'H

HIGH INTENSITY INFRARED HEATERPEREMITER HEATING TYP.MOUNTING HT. @ 40' +/-

(4) FANS 24'-0" MOUNTING HT: MIN. HEIGHT = 25'

PROVIDE FOR ALTERNATE IN FRONTOF HANGAR

EXTEND EXISTING GAS LINE FROM EXISTINGFORCED AIR UNIT TO PROVIDE FOR NEW IR

HEATERS AS SHOWN AT FRONT OF HANGAR IR HEATERS LOCATED @ FRONT OF HANGARMOUNTED ABOVE DOOR FOR CLEARANCE

TYP.

NOTES:

1. HANGAR WILL BE SPLIT INTO (4) EQUAL ZONES.2. THERMOSTATS MOUNTED @ 5'-0" +/- TO CONTROL EACH ZONE.3. VERIFY & UTILIZE EXISTING GAS & ELECTRICAL FROM THE EXISTING FORCED AIR UNITS TO CONTROL THE NEW INFRARED UNITS AS SHOWN & SPECIFIED.

HIGH INTENSITY INFRARED HEATERPEREMITER HEATING TYP.

MOUNTING @ BOTTOM OF STRUCTURE,CLEAR OF HANGAR DOOR

USE EXISTING GAS LINES & ELECTRICALTO BE UTILIZED FOR NEW INFRARED

HEATERS AS SHOWN

NEW HOLLOW METAL FIRE RATED FRAME& DOOR, OPENING 8'-6"x9'-0", MATCHEXISTING HARDWARE & 3HR RATING TO MEETAPPLICABLE CODES

HANGER

STORES/GSE

BREAK & RR'S

OFFICES

A

B

C

D

A

B

B

C

C

D

B

A2.02

HANGARPLAN

DATE 09/14/16

REVISIONS

NO. DATE

PROJECT NO:

IA 1625SHEET

HA

NG

AR

40

RE

HA

BIL

ITA

TIO

NP

HA

SE

1

SH

RE

VEP

OR

T, L

A 7

1109

COPYRIGHT









A1 HANGAR PLAN1/32" = 1'-0"

KEY PLANN.T.S.

Documents

AD2.02 EXISTING HANGAR PLAN A2.01 NEW ROOF PLAN …