A0.00 COVER SHEET DATE 09/14/16 REVISIONS NO. DATE PROJECT NO: IA 1625 SHEET HANGAR 40 REHABILITATION PHASE 1 SHREVEPORT, LA 71109 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 SPIKES 318-828-1637 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 AND SCOPE OF THE WORK. THE SUBMISSION OF A BID WILL BE EVIDENCE THAT 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 OF WORK 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 FOR CONTRACTOR, 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 SCHEDULE NEW 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 100 ROOM NAME 0.0 A0.0 SECTION DETAIL MARK 0.0 A0.0 ENLARGED REFERENCE 0.00 0.0 A0.0 EL. 000.0' A.F.F. 101 00 0.0 A0.0 iARCHiTECTURE, LLC. 417 LAKE STREET SHREVEPORT, LOUISIANA 71101 CODES TO BE UTILIZED: 2012 NATIONAL FIRE PROTECT ASSOCIATION (NFPA 101) 2012 INTERNATIONAL BUILDING CODE (IBC) 2012 INTERNATIONAL MECHANICAL CODE (IMC) 2005 NEC 2010 (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 SHREVEPORT REGIONAL AIRPORT SHREVEPORT DOWNTOWN AIRPORT AIR FORCE BARKSDALE RIVER BASE BOSSIER CITY RED ARCHITECTURAL A0.00 COVER, PROJECT INFO. & LOCATOR PLANS A1.01 SITE/ROOF PLAN AD2.01 EXISTING/NEW ROOF PLAN AD2.02 EXISTING HANGAR PLAN A2.01 NEW ROOF PLAN DETAILS A2.02 HANGAR PLAN MECHANICAL MED101 FIRST FLOOR PLAN - MECHANICAL DEMOLITION MED102 SECOND FLOOR PLAN - MECHANICAL DEMOLITION M101 FIRST FLOOR PLAN - MECHANICAL M102 SECOND FLOOR PLAN - MECHANICAL M201 MECHANICAL SCHEDULE M202 MECHANICAL DETAILS M203 MECHANICAL DETAILS E101 FIRST FLOOR PLAN - ELECTRICAL E102 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.
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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
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.
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)
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.
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
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.