Attachment 3 - MAHG221030 Structural Repair to Dragon Fitness_DWG.pdf
PDF 5 MB Posted
- Attached to
- Structural Repairs to Dragon Fitness
- Solicitation number
- FA301023R0027
About this file
This package of documents relates to a solicitation for structural repairs to the Dragon Fitness gymnasium located at Keesler Air Force Base in Biloxi, Mississippi. The solicitation number is FA301023R0027 and was issued by the Department of the Air Force Air Education and Training Command.
The scope of work involves structural repairs to the roof trusses as well as interior renovations. Documents include design drawings depicting the necessary truss repairs, demolition plans, floor plans noting finishes and materials, and additional construction details. Structural elements to be repaired or replaced include roof trusses, columns, and base plates. Interior renovations include installation of new flooring, ceilings, lighting, and finishes. The pre-bid documents provide contractors with the information necessary to understand the full scope of repairs and prepare a responsive bid.
View the file
Other files
Show all 18
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
VICINITY MAP
SITE
LOCATION
BILOXI, MISSISSIPPI
KEESLER AIR FORCE BASE
FOR
SHEET INDEX
STRUCTURAL REPAIR OF DRAGON FITNESS
LOCATION MAP
JULY 28, 2023
T100 TITLE SHEET
S100 DESIGN CRITERIA, NOTES, LEGEND AND ABBREVIATIONS
S200 PLAN VIEW
S300 TRUSS REPAIR ELEVATIONS
S301 TRUSS REPAIR ELEVATIONS
S302 TRUSS REPAIR ELEVATIONS
S310 SECTION
S400 TRUSS ELEVATION AND DETAILS
D101 DEMOLITION PHOTOS AND NOTES
D102 1ST FLOOR DEMOLITION PLAN
D103 2ND FLOOR DEMOLITION PLAN
A101 1ST FLOOR PLAN AND FINISH SCHEDULE
A102 1ST FLOOR REFLECTED CEILING PLAN
A103 2ND FLOOR PLAN
A201 ELEVATIONS AND OPENING TYPES
SITE
LOCATION
FA301023R0027 - Attachment 3
AutoCAD SHX Text
BILOXI, MISSISSIPPI, 39532
AutoCAD SHX Text
STRUCTURAL REPAIR OF DRAGON FITNESS
AutoCAD SHX Text
KEESLER AIR FORCE BASE
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
AutoCAD SHX Text
MCP
AutoCAD SHX Text
28 JULY 2023
AutoCAD SHX Text
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGN BY
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
SIMPKINS & COSTELLI, INC.
AutoCAD SHX Text
OF 15 SHEETS
AutoCAD SHX Text
SHEET NUMBER
AutoCAD SHX Text
RSS
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
MCP
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text 22"x34"
AutoCAD SHX Text
ORIGINAL SHEET SIZE
AutoCAD SHX Text
MAHG 22-1030
AutoCAD SHX Text
TITLE SHEET
AutoCAD SHX Text T100
AutoCAD SHX Text
SCALE: NOT TO SCALE
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text
NORTH
BILOXI, MISSISSIPPI, 39532
AutoCAD SHX Text
STRUCTURAL REPAIR OF DRAGON FITNESS
AutoCAD SHX Text
KEESLER AIR FORCE BASE
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
AutoCAD SHX Text
MCP
AutoCAD SHX Text
28 JULY 2023
AutoCAD SHX Text
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGN BY
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
SIMPKINS & COSTELLI, INC.
AutoCAD SHX Text
OF 15 SHEETS
AutoCAD SHX Text
SHEET NUMBER
AutoCAD SHX Text
RSS
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
MCP
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text 22"x34"
AutoCAD SHX Text
ORIGINAL SHEET SIZE
AutoCAD SHX Text
MAHG 22-1030
AutoCAD SHX Text
DESIGN CRITERIA, NOTES, LEGEND, AND ABBREVIATIONS
AutoCAD SHX Text S100
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DIMENSION ROUNDED UP TO NEAREST 1/16"
AutoCAD SHX Text
DIMENSION ROUNDED DOWN TO NEAREST 1/16"
AutoCAD SHX Text
LEGEND:
AutoCAD SHX Text
INDICATES SECTION NUMBER
AutoCAD SHX Text
INDICATES SHEET SECTION DRAWN ON
AutoCAD SHX Text
INDICATES SHEET SECTION CUT ON
AutoCAD SHX Text X
AutoCAD SHX Text
XX
AutoCAD SHX Text
XXX
AutoCAD SHX Text
ABBREVIATIONS:
AutoCAD SHX Text
TOP OF CONCRETE
AutoCAD SHX Text A.F.F.
AutoCAD SHX Text
ABOVE FINISH FLOOR
AutoCAD SHX Text
BOTTOM OF STEEL
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text
SAWN JOINT
AutoCAD SHX Text
TRUSS
AutoCAD SHX Text
TOP OF FOOTING
AutoCAD SHX Text
EACH FACE
AutoCAD SHX Text
TOP OF MASONRY
AutoCAD SHX Text
EACH WAY
AutoCAD SHX Text
TOP OF JOIST
AutoCAD SHX Text
CONTINUOUS
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
EDGE OF FOUNDATION
AutoCAD SHX Text
BELOW FINISH FLOOR
AutoCAD SHX Text B.F.F.
AutoCAD SHX Text B.O.S.
AutoCAD SHX Text C.J.
AutoCAD SHX Text
CONT.
AutoCAD SHX Text E.F.
AutoCAD SHX Text E.W.
AutoCAD SHX Text E.O.F.
AutoCAD SHX Text E.J.
AutoCAD SHX Text S.J.
AutoCAD SHX Text T-1
AutoCAD SHX Text T.O.C.
AutoCAD SHX Text T.O.F.
AutoCAD SHX Text T.O.J.
AutoCAD SHX Text T.O.M.
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text
TOP OF STEEL
AutoCAD SHX Text
TOP OF WALL
AutoCAD SHX Text T.O.W.
AutoCAD SHX Text U.N.O.
AutoCAD SHX Text
UNLESS NOTED OTHERWISE
AutoCAD SHX Text D.B.A.
AutoCAD SHX Text
DEFORMED BAR ANCHOR
AutoCAD SHX Text L
AutoCAD SHX Text
ANGLE
AutoCAD SHX Text S.J.I.
AutoCAD SHX Text
STEEL JOIST INSTITUTE
AutoCAD SHX Text O.C.
AutoCAD SHX Text
ON CENTER
AutoCAD SHX Text 1.
AutoCAD SHX Text
SEE ALSO DIVISION 5 OF SPECIFICATIONS.
AutoCAD SHX Text 2.
AutoCAD SHX Text 3.
AutoCAD SHX Text 4.
AutoCAD SHX Text 5.
AutoCAD SHX Text ALL STEEL WORK SHALL BE PERFORMED ACCORDING TO THE A.I.S.C. SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. ALL WELDING SHALL CONFORM TO A.W.S.D.1.1.
AutoCAD SHX Text THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS NEEDED FOR ERECTION UNTIL ALL STRUCTURAL ELEMENTS ARE INSTALLED.
AutoCAD SHX Text CONNECTIONS NOT SHOWN ON THE DRAWINGS SHALL BE DESIGNED BY THE FABRICATOR AS DOUBLE ANGLE SIMPLE SHEAR CONNECTIONS PER AISC. THE CONNECTIONS SHALL DEVELOP 1/2 THE TOTAL UNIFORM LOAD CAPACITY OF BEAM. THE CONNECTION LENGTH SHALL NOT BE LESS THAN 1/2 THE "T" DISTANCE OF THE BEAM (2 BOLT MINIMUM).
AutoCAD SHX Text 6.
AutoCAD SHX Text BEAM TO COLUMN CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR AS MOMENT RESISTING CONNECTIONS. SHEAR CAPACITY SHALL BE PER NOTE 5 ABOVE. THE MOMENT CAPACITY SHALL BE THAT OF THE LARGEST BEAM IN CONNECTION FRAMING.
AutoCAD SHX Text 7.
AutoCAD SHX Text ALL SHAPES, CONNECTIONS AND FASTENERS NOT IN CONDITIONED SPACE SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. ALL H.D. GALVANIZING SHALL BE REPAIRED WITH 2 COATS OF FIELD APPLIED GALVANIZED PAINT (ASTM A-780) 3 MILS MINIMUM PER COAT.
AutoCAD SHX Text
STEEL:
AutoCAD SHX Text MATERIAL: A. ALL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, Fy=50 KSI. ALL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, Fy=50 KSI. B. ALL PLATES, SHAPES (EXCEPT W-SHAPES) AND BARS SHALL CONFORM TO ASTM A572, GRADE 50, ALL PLATES, SHAPES (EXCEPT W-SHAPES) AND BARS SHALL CONFORM TO ASTM A572, GRADE 50, Fy=50 KSI. C. ALL ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36, Fy=36KSI. ALL ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36, Fy=36KSI. D. ALL STRUCTURAL FASTENERS SHALL BE 3/4" A325 HIGH STRENGTH BOLTS (HSB). ALL STRUCTURAL FASTENERS SHALL BE 3/4" A325 HIGH STRENGTH BOLTS (HSB). E. ALL NUTS SHALL CONFORM TO ASTM A 563, GRADE A, HEAVY HEX STYLE. ALL NUTS SHALL CONFORM TO ASTM A 563, GRADE A, HEAVY HEX STYLE. F. ALL WASHERS SHALL CONFORM TO ANSI B18.22.1, TYPE B. ALL WASHERS SHALL CONFORM TO ANSI B18.22.1, TYPE B. G. ALL STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, Fy= 46 KSI. ALL STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, Fy= 46 KSI. H. ALL STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, GRADE B, Fy=35 KSI.ALL STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, GRADE B, Fy=35 KSI.
AutoCAD SHX Text 8.
AutoCAD SHX Text ALL EPOXY ANCHORS NOT IN CONDITIONED SPACE SHALL BE AISI TYPE 316 STAINLESS STEEL WITH STAINLESS STEEL NUTS CONFORMING TO ASTM F594 AND ANSI B18.2.2. AND STAINLESS STEEL WASHERS AISI TYPE 316 STAINLESS STEEL AND CONFORM TO ASTM A240.
AutoCAD SHX Text 1.
AutoCAD SHX Text 2.
AutoCAD SHX Text 3.
AutoCAD SHX Text 4.
AutoCAD SHX Text 5.
AutoCAD SHX Text ALL WORK SHALL COMPLY WITH THE LATEST PROVISIONS OF AITC, AND THE INTERNATIONAL BUILDING CODE (IBC).
AutoCAD SHX Text
FRAMING SHALL BE CONNECTED AS RECOMMENDED BY IBC 2018.
AutoCAD SHX Text ALL PLATES, NUTS, WASHERS AND BOLTS SHALL BE HOT DIPPED GALVANIZED PER ASTM A-153. BOLTS AND NUTS IN CONTACT WITH WOOD SHALL HAVE A STEEL WASHER UNDER THE HEAD.
AutoCAD SHX Text ALL STRUCTURAL MEMBERS SHALL BE SOUTHERN YELLOW PINE, OR DOUGLAS FIR-LARCH WITH A MOISTURE CONTENT NOT EXCEEDING 15%. ALL LUMBER SHALL BE GRADE MARKED AND SHALL MEET THE FOLLOWING:
AutoCAD SHX Text
ROUGH CARPENTRY:
AutoCAD SHX Text A.
AutoCAD SHX Text
MODULUS OF ELASTICITY
AutoCAD SHX Text B.
AutoCAD SHX Text
SINGLE MEMBER
AutoCAD SHX Text C.
AutoCAD SHX Text D.
AutoCAD SHX Text
COMPRESSIVE STRESS:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2x6
AutoCAD SHX Text
AutoCAD SHX Text
1,400,000 PSI
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text ALL ROUGH CARPENTRY SHALL BE TIED DOWN WITH GALVANIZED STEEL STRAPS AS INDICATED OR OTHERWISE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE.
AutoCAD SHX Text
PSI
AutoCAD SHX Text
PSI
AutoCAD SHX Text
PSI
AutoCAD SHX Text
PSI
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2x8
AutoCAD SHX Text
AutoCAD SHX Text
PSI
AutoCAD SHX Text
PSI
AutoCAD SHX Text
PSI
AutoCAD SHX Text
PSI
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2x10
AutoCAD SHX Text
AutoCAD SHX Text
PSI
AutoCAD SHX Text
PSI
AutoCAD SHX Text
PSI
AutoCAD SHX Text
PSI
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2x12 U.N.O.
AutoCAD SHX Text
AutoCAD SHX Text
PSI
AutoCAD SHX Text
PSI
AutoCAD SHX Text
PSI
AutoCAD SHX Text
PSI
AutoCAD SHX Text BENDING STRESS F :b:
AutoCAD SHX Text
SHEAR PARALLEL TO GRAIN F :V:
AutoCAD SHX Text
PARALLEL TO GRAIN F C
AutoCAD SHX Text
PERPENDICULAR TO GRAIN F C
AutoCAD SHX Text 6.
AutoCAD SHX Text
INSTALL ALL CONNECTORS WITH SIMPSON STRONG-TIE OR APPROVED EQUAL.
AutoCAD SHX Text
GENERAL:
1. ALL DRAWINGS (ARCHITECTURAL, STRUCTURAL, CIVIL, PLUMBING, MECHANICAL, ELECTRICAL, ALL DRAWINGS (ARCHITECTURAL, STRUCTURAL, CIVIL, PLUMBING, MECHANICAL, ELECTRICAL, ETC.) AND THE SPECIFICATIONS ARE COMPLIMENTARY AND MUST BE USED IN COMBINATION WITH EACH OTHER TO OBTAIN COMPLETE CONSTRUCTION INFORMATION. 2. NO STRUCTURAL MEMBER SHALL BE CUT, DRILLED OR BURNED UNLESS PREVIOUSLY NO STRUCTURAL MEMBER SHALL BE CUT, DRILLED OR BURNED UNLESS PREVIOUSLY APPROVED BY THE ENGINEER OF RECORD. CONTRACTOR SHALL NOT CUT OR PATCH STRUCTURAL WORK IN A MANNER THAT WOULD RESULT IN A REDUCTION OF THE LOAD CARRYING CAPACITY OR THE LOAD/DEFLECTION RATIO. 3. STRUCTURAL DESIGN IS BASED ON DIMENSIONS SHOWN ON STRUCTURAL PLANS. IF ANY STRUCTURAL DESIGN IS BASED ON DIMENSIONS SHOWN ON STRUCTURAL PLANS. IF ANY DIMENSIONAL DISCREPANCIES ARE FOUND BETWEEN STRUCTURAL PLANS AND PLANS OF OTHER DISCIPLINES, CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF RECORD FOR RESOLUTION. 4. THE STRUCTURAL NOTES DEFINE GENERAL DESIGN AND MATERIAL REQUIREMENTS AND ARE THE STRUCTURAL NOTES DEFINE GENERAL DESIGN AND MATERIAL REQUIREMENTS AND ARE INTENDED TO SUPPLEMENT, BUT NOT REPLACE THE PROJECT SPECIFICATIONS. 5. THE GENERAL CONTRACTOR SHALL SUBMIT DATA SHEETS OF ROOFTOP AND/OR THE GENERAL CONTRACTOR SHALL SUBMIT DATA SHEETS OF ROOFTOP AND/OR EQUIPMENT PURCHASED TO THE ENGINEER OF RECORD FOR VERIFICATION OF LOADS USED IN THE DESIGN AT LEAST TWO WEEKS PRIOR TO FABRICATION OF THE SUPPORTING STRUCTURE. 6. DO NOT SCALE DRAWINGS; IF DIMENSIONS ARE IN QUESTION, CONTRACTOR SHALL BE DO NOT SCALE DRAWINGS; IF DIMENSIONS ARE IN QUESTION, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ENGINEER OF RECORD BEFORE CONTINUING WITH CONSTRUCTION. 7. BIDDERS SHALL FIELD VERIFY ALL EXISTING CONDITIONS ON THE PROJECT JOB SITE PRIOR BIDDERS SHALL FIELD VERIFY ALL EXISTING CONDITIONS ON THE PROJECT JOB SITE PRIOR TO BIDDING. 8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK OF ALL TRADES TO THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK OF ALL TRADES TO ENSURE A USABLE AND FUNCTIONAL END PRODUCT. ANY CONFLICTS BETWEEN THE DRAWINGS AND SPECIFICATIONS SHALL BE CLARIFIED BY THE ENGINEER. IF NO CLARIFICATION IS ISSUED THE BIDDER SHALL BID THE MOST STRINGENT PRODUCT OR APPLICATION. 9. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL ABOVE CEILING WORK TO GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL ABOVE CEILING WORK TO ENSURE ADEQUATE INSTALL FOR ALL COMPONENTS. 10. GENERAL CONTRACTOR IS RESPONSIBLE FOR SECURING AND PROTECTING ALL GENERAL CONTRACTOR IS RESPONSIBLE FOR SECURING AND PROTECTING ALL CONSTRUCTION MATERIALS, EQUIPMENT, TOOLS, AND TEMPORARY FACILITIES ON THE JOB SITE FOR THE DURATION OF THE PROJECT. 11. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SUBMITTALS FOR REVIEW GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SUBMITTALS FOR REVIEW BEFORE PROCEEDING WITH CONSTRUCTION. CONTRACTOR IS PROCEEDING AT HIS OWN RISK IF MATERIAL OR COMPONENTS ARE INSTALLED PRIOR TO RECEIVING REVIEWED AND EXECUTED SHOP DRAWINGS AND SUBMITTALS. CONTRACTOR SHALL TAKE LIABILITY FOR REMOVAL AND REPLACEMENT, AT NO ADDITIONAL COST TO THE OWNER, OF ALL MATERIAL COMPONENTS AND LABOR FOR WORK INSTALLED WITHOUT SIGNED /STAMPED SHOP DRAWINGS AND SUBMITTALS. 12. CONTRACTOR TO COORDINATE AND VERIFY ANY/ALL WEEP HOLES IN MASONRY ARE CONTRACTOR TO COORDINATE AND VERIFY ANY/ALL WEEP HOLES IN MASONRY ARE LOCATED ABOVE FINISHED GRADE ELEVATION AND BELOW FINISHED FLOOR ELEVATION TYPICAL. 13. ALL BID AMOUNTS MUST BE BASED ON THE MOST STRINGENT REQUIREMENT CALLED FOR ALL BID AMOUNTS MUST BE BASED ON THE MOST STRINGENT REQUIREMENT CALLED FOR IN THE COMPLETE CONSTRUCTION DOCUMENT PACKAGE. IN ADDITION, THE MOST STRINGENT REQUIREMENT SHOWN SHALL GOVERN AND TAKE PRECEDENCE IN THE EVENT OF ANY AND ALL CONFLICTS BETWEEN DIFFERENT DRAWINGS (PLANS, ELEVATIONS, DETAILS, SECTIONS, SCHEDULES, ETC...) BETWEEN DIFFERENT SPECIFICATION SECTIONS, WITHIN SPECIFICATION SECTIONS, AND BETWEEN THE DRAWINGS AND THE SPECIFICATIONS. IT WILL BE THE GENERAL CONTRACTORS RESPONSIBILITY TO BRING ANY AND ALL DISCREPANCIES TO THE ARCHITECT'S/ENGINEER'S ATTENTION FOR FURTHER CLARITY FIVE (5) WORKING DAYS PRIOR TO SUBMITTING A FORMAL BID.
T-
T-
T-
T-
T-
T-
T-
T-
T-
AutoCAD SHX Text
REPLACE MISSING BOLTS AT BASE PLATE TO MATCH EXISTING PLATES
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
BILOXI, MISSISSIPPI, 39532
AutoCAD SHX Text
STRUCTURAL REPAIR OF DRAGON FITNESS
AutoCAD SHX Text
KEESLER AIR FORCE BASE
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
AutoCAD SHX Text
MCP
AutoCAD SHX Text
28 JULY 2023
AutoCAD SHX Text
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGN BY
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
SIMPKINS & COSTELLI, INC.
AutoCAD SHX Text
OF 15 SHEETS
AutoCAD SHX Text
SHEET NUMBER
AutoCAD SHX Text
RSS
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
MCP
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text 22"x34"
AutoCAD SHX Text
ORIGINAL SHEET SIZE
AutoCAD SHX Text
MAHG 22-1030
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text S200
TERMITE DAMAGE AT COLUMN, TO BE REPLACED IN THEIR ENTIRETY, SEE 3/S400
FIN. FLOOR
FIN. FLOORFIN. FLOOR
AutoCAD SHX Text
ELEVATION T-3
AutoCAD SHX Text
ELEVATION T-2
AutoCAD SHX Text
ELEVATION T-1
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
INDICATES PREVIOUS REPAIR TO REMAIN TYPICAL
AutoCAD SHX Text
2- BOLTS MISSING TO BE REPLACED
AutoCAD SHX Text
INDICATES PREVIOUS REPAIR TO REMAIN TYPICAL
AutoCAD SHX Text
DETERMINE TYPE AND EXTENTS OF MOLD
AutoCAD SHX Text
INDICATES PREVIOUS REPAIR TO REMAIN TYPICAL
AutoCAD SHX Text
BILOXI, MISSISSIPPI, 39532
AutoCAD SHX Text
STRUCTURAL REPAIR OF DRAGON FITNESS
AutoCAD SHX Text
KEESLER AIR FORCE BASE
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
AutoCAD SHX Text
MCP
AutoCAD SHX Text
28 JULY 2023
AutoCAD SHX Text
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGN BY
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
SIMPKINS & COSTELLI, INC.
AutoCAD SHX Text
OF 15 SHEETS
AutoCAD SHX Text
SHEET NUMBER
AutoCAD SHX Text
RSS
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
MCP
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text 22"x34"
AutoCAD SHX Text
ORIGINAL SHEET SIZE
AutoCAD SHX Text
MAHG 22-1030
AutoCAD SHX Text
TRUSS REPAIR ELEVATIONS
AutoCAD SHX Text S300
NOTE: 1. SEE 1/S400 FOR TRUSS REPAIRS REQUIRED AT SEE 1/S400 FOR TRUSS REPAIRS REQUIRED AT TRUSSES T-1 THRU T-7.
AutoCAD SHX Text T-7
AutoCAD SHX Text T-6
AutoCAD SHX Text T-5
AutoCAD SHX Text T-4
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
INDICATES PREVIOUS REPAIR TO REMAIN TYPICAL
AutoCAD SHX Text
INDICATES PREVIOUS REPAIR TO REMAIN TYPICAL
AutoCAD SHX Text
INDICATES PREVIOUS REPAIR TO REMAIN TYPICAL
AutoCAD SHX Text
INDICATES PREVIOUS REPAIR TO REMAIN TYPICAL
AutoCAD SHX Text
BILOXI, MISSISSIPPI, 39532
AutoCAD SHX Text
STRUCTURAL REPAIR OF DRAGON FITNESS
AutoCAD SHX Text
KEESLER AIR FORCE BASE
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
AutoCAD SHX Text
MCP
AutoCAD SHX Text
28 JULY 2023
AutoCAD SHX Text
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGN BY
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
SIMPKINS & COSTELLI, INC.
AutoCAD SHX Text
OF 15 SHEETS
AutoCAD SHX Text
SHEET NUMBER
AutoCAD SHX Text
RSS
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
MCP
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text 22"x34"
AutoCAD SHX Text
ORIGINAL SHEET SIZE
AutoCAD SHX Text
MAHG 22-1030
AutoCAD SHX Text
TRUSS REPAIR ELEVATIONS
AutoCAD SHX Text S301
NOTE: 1. SEE 1/S400 FOR TRUSS REPAIRS REQUIRED AT SEE 1/S400 FOR TRUSS REPAIRS REQUIRED AT TRUSSES T-1 THRU T-7.
AutoCAD SHX Text T-9
AutoCAD SHX Text T-8
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
INDICATES PREVIOUS REPAIR TO REMAIN TYPICAL
AutoCAD SHX Text
NO TRUSS MODIFICATIONS
AutoCAD SHX Text
NO TRUSS MODIFICATIONS
AutoCAD SHX Text
BILOXI, MISSISSIPPI, 39532
AutoCAD SHX Text
STRUCTURAL REPAIR OF DRAGON FITNESS
AutoCAD SHX Text
KEESLER AIR FORCE BASE
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
AutoCAD SHX Text
MCP
AutoCAD SHX Text
28 JULY 2023
AutoCAD SHX Text
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGN BY
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
SIMPKINS & COSTELLI, INC.
AutoCAD SHX Text
OF 15 SHEETS
AutoCAD SHX Text
SHEET NUMBER
AutoCAD SHX Text
RSS
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
MCP
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text 22"x34"
AutoCAD SHX Text
ORIGINAL SHEET SIZE
AutoCAD SHX Text
MAHG 22-1030
AutoCAD SHX Text
TRUSS REPAIR ELEVATIONS
S302
SECTION
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
BILOXI, MISSISSIPPI, 39532
AutoCAD SHX Text
STRUCTURAL REPAIR OF DRAGON FITNESS
AutoCAD SHX Text
KEESLER AIR FORCE BASE
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
AutoCAD SHX Text
MCP
AutoCAD SHX Text
28 JULY 2023
AutoCAD SHX Text
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGN BY
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
SIMPKINS & COSTELLI, INC.
AutoCAD SHX Text
OF 15 SHEETS
AutoCAD SHX Text
SHEET NUMBER
AutoCAD SHX Text
RSS
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
MCP
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text 22"x34"
AutoCAD SHX Text
ORIGINAL SHEET SIZE
AutoCAD SHX Text
MAHG 22-1030
AutoCAD SHX Text
SECTION
AutoCAD SHX Text S310
AutoCAD SHX Text
AutoCAD SHX Text S201
S310
EXISTING 8"x1/8" PLATE
AutoCAD SHX Text
TRUSS ELEVATION
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text S400
AutoCAD SHX Text EXISTING 2- 2x12 TOP CHORDS
AutoCAD SHX Text EXISTING 2- 2x10 BOTTOM CHORDS
AutoCAD SHX Text EXISTING 2- 2x10
AutoCAD SHX Text EXISTING 2- 2x8
AutoCAD SHX Text EXISTING 2- 2x8
AutoCAD SHX Text EXISTING 2- 2x6
AutoCAD SHX Text EXISTING 2- 2x6
AutoCAD SHX Text EXISTING 3x10
AutoCAD SHX Text EXISTING 3x10
AutoCAD SHX Text EXISTING 3x6
AutoCAD SHX Text EXISTING 3x6
AutoCAD SHX Text EXISTING 3x4
AutoCAD SHX Text EXISTING 2- 2x10
AutoCAD SHX Text EXISTING 2- 2x8
AutoCAD SHX Text EXISTING 2- 2x8
AutoCAD SHX Text EXISTING 2- 2x6
AutoCAD SHX Text EXISTING 2- 2x6
AutoCAD SHX Text EXISTING 3x10
AutoCAD SHX Text EXISTING 3x10
AutoCAD SHX Text EXISTING 3x6
AutoCAD SHX Text EXISTING 3x6
AutoCAD SHX Text EXISTING 3x4
AutoCAD SHX Text
DETAIL AT TRUSS END (REFERENCE)
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text S400
AutoCAD SHX Text S400
AutoCAD SHX Text 2x TOP AND BOTTOM CHORD
AutoCAD SHX Text 2- 2x DIAGONAL
AutoCAD SHX Text 3x VERTICAL
AutoCAD SHX Text 11"x " STEEL PLATE EACH SIDE OF TRUSS18" STEEL PLATE EACH SIDE OF TRUSS
AutoCAD SHX Text 2x INFILL EACH SIDE OF TRUSS
AutoCAD SHX Text
REPLACE EXISTING BOLTS
AutoCAD SHX Text
DETAIL AT COLUMN (REFERENCE)
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text S200
AutoCAD SHX Text S400
AutoCAD SHX Text 3x12
AutoCAD SHX Text 2x12
AutoCAD SHX Text 3x12
AutoCAD SHX Text 2x12
AutoCAD SHX Text 3x12
AutoCAD SHX Text
AutoCAD SHX Text S400
AutoCAD SHX Text S400
AutoCAD SHX Text
AutoCAD SHX Text S400
AutoCAD SHX Text S400
AutoCAD SHX Text
OPP.
AutoCAD SHX Text
AutoCAD SHX Text S400
AutoCAD SHX Text S400
AutoCAD SHX Text
AutoCAD SHX Text S400
AutoCAD SHX Text S400
AutoCAD SHX Text
OPP.
AutoCAD SHX Text REPAIR NOTE: ADD 5"x " PLATE EACH SIDE OF DIAGONAL MEMBERS 18" PLATE EACH SIDE OF DIAGONAL MEMBERS ADD L 3x3x EACH SIDE OF VERTICAL MEMBERS L 3x3x EACH SIDE OF VERTICAL MEMBERS 3x3x EACH SIDE OF VERTICAL MEMBERS 14 EACH SIDE OF VERTICAL MEMBERS ATTACH WITH 3/4" BOLTS AND WASHERS AT TOP ANDBOTTOM CHORDS ONLY. TYPICAL ALL DIAGONAL AND VERTICAL MEMBERS WITHOUT PREVIOUS REPAIRS, SEE TRUSS REPAIR ELEVATIONS.
AutoCAD SHX Text L 3x3x AT T1 TRUSS COLUMN REPAIR ONLY 3x3x AT T1 TRUSS COLUMN REPAIR ONLY14 AT T1 TRUSS COLUMN REPAIR ONLY
AutoCAD SHX Text L 3x3x SEE REPAIR NOTE 3x3x SEE REPAIR NOTE14 SEE REPAIR NOTE
AutoCAD SHX Text 5"x " PLATE SEE REPAIR NOTE18" PLATE SEE REPAIR NOTE
AutoCAD SHX Text L 3x3x SEE REPAIR NOTE 3x3x SEE REPAIR NOTE14 SEE REPAIR NOTE
AutoCAD SHX Text 5"x " PLATE SEE REPAIR NOTE18" PLATE SEE REPAIR NOTE
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text
NOTE: FIELD VERIFY, COLUMN REPLACEMENT TO MATCH EXISTING.
AutoCAD SHX Text (8)- f" THRU BOLTS
AutoCAD SHX Text
12" PLATE EACH SIDE OF COLUMN
AutoCAD SHX Text
COLUMN SPLICE DETAIL
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text S200
AutoCAD SHX Text S400
AutoCAD SHX Text
BILOXI, MISSISSIPPI, 39532
AutoCAD SHX Text
STRUCTURAL REPAIR OF DRAGON FITNESS
AutoCAD SHX Text
KEESLER AIR FORCE BASE
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
AutoCAD SHX Text
MCP
AutoCAD SHX Text
28 JULY 2023
AutoCAD SHX Text
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGN BY
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
SIMPKINS & COSTELLI, INC.
AutoCAD SHX Text
OF 15 SHEETS
AutoCAD SHX Text
SHEET NUMBER
AutoCAD SHX Text
RSS
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
MCP
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text 22"x34"
AutoCAD SHX Text
ORIGINAL SHEET SIZE
AutoCAD SHX Text
MAHG 22-1030
AutoCAD SHX Text
TRUSS ELEVATION AND DETAILS
AutoCAD SHX Text S400
AutoCAD SHX Text
NOTE:
CONTRACTOR TO SHORE EXISTING ROOF TRUSSES PRIOR TO COMMENCING STRUCTURAL REPAIR WORK. SHORING SHALL REMAIN IN PLACE UNTIL ALL STRUCTURAL REPAIR WORK IS COMPLETE. SUBMIT SHORING PLAN PRODUCED BY A REGISTERED PROFESSIONAL ENGINEER FOR APPROVAL TO CONTRACTING OFFICER.
GENERAL NOTES
1. CONTRACTOR IS HIGHLY ENCOURAGED TO VISIT
THE SITE AND THOROUGHLY FAMILIARIZE
THEMSELVES WITH ALL EXISTING CONDITIONS,
INCLUDING EXISTING UTILITY LOCATIONS, TO
DETERMINE THE SCOPE AND NATURE OF THE
WORK NECESSARY FOR THE COMPLETION OF THE
PROJECT PRIOR TO BID AND SHALL INVESTIGATE
THE SITE PRIOR TO START OF ANY CONSTRUCTION
ACTIVITIES.
2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS.
3. THE CONTRACTING OFFICER SHALL BE NOTIFIED
IMMEDIATELY IF DISCREPANCIES ARE
DISCOVERED.
4. DEMOLITION SHALL BE COORDINATED W/ NEW
CONSTRUCTION INCLUDING ANY REQUIRED
TEMPORARY SHORING.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR
MAINTAINING STRUCTURAL INTEGRITY OF ALL
ELEMENTS TO REMAIN.
6. THE CONTRACTING OFFICER HAS FIRST RIGHT OF
REFUSAL ON ALL ITEMS AND MATERIALS TO BE
REMOVED WITHIN THE CONTRACT.
7. ALL MATERIALS TO BE DEMOLISHED SHALL BE
REMOVED FROM THE SITE AND DISPOSED OF
OFF-SITE IN A LEGAL LANDFILL. CONTRACTOR
SHALL NOT STOCKPILE DEMOLITION MATERIALS
ON SITE; ALL MATERIALS MUST BE REMOVED IN A
TIMELY MANNER.
8. FINAL SITE CLEANING: THE SITE SHALL BE CLEAR
OF ALL DEBRIS UPON COMPLETION OF THE
CONTRACT.
9. PROVIDE BARRIERS, SIGNS, ET. AROUND ALL
CONSTRUCTION AREAS.
10. PROVIDE A MINIMUM 48 HR NOTICE PRIOR TO ANY
UTILITY OR FIRE ALARM SHUT DOWN. COORDINATE
UTILITY DOWN TIMES WITH CONTRACTING
OFFICER, CONSTRUCTION MANAGER, FIRE DEPT,
SPECIAL FORCES, AND OTHERS AS REQUIRED.
11. CONTRACTOR SHALL PROVIDE AND MAINTAIN
FILTERS, ETC. TO PREVENT DUST FROM
SPREADING THROUGHOUT THE SYSTEM.
12. CONTRACTOR SHALL COVER THE FIRE ALARM FOR
PROTECTION DURING CONSTRUCTION.
13. CONTRACTOR SHALL RELOCATE OR OTHERWISE
PROTECT ALL GYM EQUIPMENT PRIOR TO
COMMENCING CONSTRUCTION ACTIVITIES.
CONTRACTOR SHALL RE-INSTALL ALL GYM
EQUIPMENT UPON COMPLETION OF THE SCOPE OF
WORK. CONTRACTOR IS RESPONSIBLE FOR
REPAIR OR REPLACEMENT OF ANY DAMAGED GYM
EQUIPMENT AS REQUIRED BY CONTRACTING
OFFICER.
DEMOLITION KEY NOTES
REMOVE ALL EXISTING ACOUSTICAL CEILING
TILES, GRID, AND INSULATION.
REMOVE EXISTING GYP BD COLUMN WRAP
COMPLETE FULL HEIGHT. (TYP FOR ALL COLUMNS
IN RM 122).
REMOVE EXISTING INTERIOR STOREFRONT
DOORS AND TRANSOM.
REMOVE EXISTING CEILING FANS. INSTALL WHITE
BLANK PLATE FLUSH WITH CEILING.
REMOVE EXISTING RUBBER BASE AND ADHESIVE
TO RECEIVE NEW RUBBER BASE.
REMOVE EXISTING RUBBER BASE ADHESIVE
FROM EXISTING STOREFRONT.
1 1 1
2 2
1 1
1 1
L P K a r c h i t e c t s
LPK ARCHITECTS, P.A. 2208 18TH ST, SUITE D
GULFPORT, MS 39501
P : 2 2 8 . 2 6 5 . 7 9 8 0 F : 6 0 1. 6 9 3 . 8 6 4 0
AutoCAD SHX Text
BILOXI, MISSISSIPPI, 39532
AutoCAD SHX Text
STRUCTURAL REPAIR OF DRAGON FITNESS
AutoCAD SHX Text
KEESLER AIR FORCE BASE
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text 142-01
AutoCAD SHX Text
JKO
AutoCAD SHX Text
28 JULY 2023
AutoCAD SHX Text
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGN BY
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
SIMPKINS & COSTELLI, INC.
AutoCAD SHX Text
OF 15 SHEETS
AutoCAD SHX Text
SHEET NUMBER
AutoCAD SHX Text
JKO
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
JKO
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text 22"x34"
AutoCAD SHX Text
ORIGINAL SHEET SIZE
AutoCAD SHX Text
MAHG 22-1030
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text G
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text D
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text P
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text John K. Olsen, Jr.
AutoCAD SHX Text
AutoCAD SHX Text 07/28/23
AutoCAD SHX Text
DEMOLITION PHOTOS AND NOTES
D101
'-1
112'-9"
WAR FIT ROOM
CARDIO ROOM
WEIGHT ROOM
VESTIBULE
VESTIBULE
BREAK RM
VESTIBULE
STORAGE
MECH / ELEC
MEN'S LOCKER
ROOM
MEN'S
SHOWERS
MEN'S
RESTROOMS
WOMEN'S
RESTROOMS
WOMEN'S
SHOWERS
WOMEN'S
LOCKER ROOM
CORRIDOR
OFFICE
MICROFIT
ROOM
VESTIBULE
STORAGE
RECEPTION
LOBBY
CORRIDOR
STAIR
2 2 2 2 2 2 2
2 2 2 2 2 2 2
122A
122B
NO WORK THIS AREA
5 5
GENERAL NOTES
1. CONTRACTOR IS HIGHLY ENCOURAGED TO VISIT
THE SITE AND THOROUGHLY FAMILIARIZE
THEMSELVES WITH ALL EXISTING CONDITIONS,
INCLUDING EXISTING UTILITY LOCATIONS, TO
DETERMINE THE SCOPE AND NATURE OF THE
WORK NECESSARY FOR THE COMPLETION OF THE
PROJECT PRIOR TO BID AND SHALL INVESTIGATE
THE SITE PRIOR TO START OF ANY CONSTRUCTION
ACTIVITIES.
2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS.
3. THE CONTRACTING OFFICER SHALL BE NOTIFIED
IMMEDIATELY IF DISCREPANCIES ARE
DISCOVERED.
4. DEMOLITION SHALL BE COORDINATED W/ NEW
CONSTRUCTION INCLUDING ANY REQUIRED
TEMPORARY SHORING.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR
MAINTAINING STRUCTURAL INTEGRITY OF ALL
ELEMENTS TO REMAIN.
6. THE CONTRACTING OFFICER HAS FIRST RIGHT OF
REFUSAL ON ALL ITEMS AND MATERIALS TO BE
REMOVED WITHIN THE CONTRACT.
7. ALL MATERIALS TO BE DEMOLISHED SHALL BE
REMOVED FROM THE SITE AND DISPOSED OF
OFF-SITE IN A LEGAL LANDFILL. CONTRACTOR
SHALL NOT STOCKPILE DEMOLITION MATERIALS
ON SITE; ALL MATERIALS MUST BE REMOVED IN A
TIMELY MANNER.
8. FINAL SITE CLEANING: THE SITE SHALL BE CLEAR
OF ALL DEBRIS UPON COMPLETION OF THE
CONTRACT.
9. PROVIDE BARRIERS, SIGNS, ET. AROUND ALL
CONSTRUCTION AREAS.
10. PROVIDE A MINIMUM 48 HR NOTICE PRIOR TO ANY
UTILITY OR FIRE ALARM SHUT DOWN. COORDINATE
UTILITY DOWN TIMES WITH CONTRACTING
OFFICER, CONSTRUCTION MANAGER, FIRE DEPT,
SPECIAL FORCES, AND OTHERS AS REQUIRED.
11. CONTRACTOR SHALL PROVIDE AND MAINTAIN
FILTERS, ETC. TO PREVENT DUST FROM
SPREADING THROUGHOUT THE SYSTEM.
12. CONTRACTOR SHALL COVER THE FIRE ALARM FOR
PROTECTION DURING CONSTRUCTION.
13. CONTRACTOR SHALL RELOCATE OR OTHERWISE
PROTECT ALL GYM EQUIPMENT PRIOR TO
COMMENCING CONSTRUCTION ACTIVITIES.
CONTRACTOR SHALL RE-INSTALL ALL GYM
EQUIPMENT UPON COMPLETION OF THE SCOPE OF
WORK. CONTRACTOR IS RESPONSIBLE FOR
REPAIR OR REPLACEMENT OF ANY DAMAGED GYM
EQUIPMENT AS REQUIRED BY CONTRACTING
OFFICER.
DEMOLITION LEGEND
NO WORK THIS AREA
EXISTING WALL TO REMAIN
EXISTING CONSTRUCTION TO BE
DEMOLISHED
DEMOLITION KEY NOTES
REMOVE ALL EXISTING ACOUSTICAL CEILING
TILES, GRID, AND INSULATION.
REMOVE EXISTING GYP BD COLUMN WRAP
COMPLETE FULL HEIGHT. (TYP FOR ALL COLUMNS
IN RM 122).
REMOVE EXISTING INTERIOR STOREFRONT
DOORS AND TRANSOM.
REMOVE EXISTING CEILING FANS. INSTALL WHITE
BLANK PLATE FLUSH WITH CEILING.
REMOVE EXISTING RUBBER BASE AND ADHESIVE
TO RECEIVE NEW RUBBER BASE.
REMOVE EXISTING RUBBER BASE ADHESIVE
FROM EXISTING STOREFRONT.
1ST FLOOR DEMOLITION PLAN
SCALE: 1/8" = 1'-0"1
L P K a r c h i t e c t s
LPK ARCHITECTS, P.A. 2208 18TH ST, SUITE D
GULFPORT, MS 39501
P : 2 2 8 . 2 6 5 . 7 9 8 0 F : 6 0 1. 6 9 3 . 8 6 4 0
W
NE
S
TRUE NORTH
W
N
E
S
PLAN NORTH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BILOXI, MISSISSIPPI, 39532
AutoCAD SHX Text
STRUCTURAL REPAIR OF DRAGON FITNESS
AutoCAD SHX Text
KEESLER AIR FORCE BASE
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text 142-01
AutoCAD SHX Text
JKO
AutoCAD SHX Text
28 JULY 2023
AutoCAD SHX Text
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGN BY
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
SIMPKINS & COSTELLI, INC.
AutoCAD SHX Text
OF 15 SHEETS
AutoCAD SHX Text
SHEET NUMBER
AutoCAD SHX Text
JKO
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
JKO
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text 22"x34"
AutoCAD SHX Text
ORIGINAL SHEET SIZE
AutoCAD SHX Text
MAHG 22-1030
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text G
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text D
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text P
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text John K. Olsen, Jr.
AutoCAD SHX Text
AutoCAD SHX Text 07/28/23
AutoCAD SHX Text
1ST FLOOR DEMOLITION PLAN
D102
STORAGE
ROOM
VESTIBULE
AEROBIC
ROOM
AEROBIC
ROOM
STAIR
201 STOR
ROOF
ROOF
ROOF
OPEN TO
BELOW
GENERAL NOTES
1. CONTRACTOR IS HIGHLY ENCOURAGED TO VISIT
THE SITE AND THOROUGHLY FAMILIARIZE
THEMSELVES WITH ALL EXISTING CONDITIONS,
INCLUDING EXISTING UTILITY LOCATIONS, TO
DETERMINE THE SCOPE AND NATURE OF THE
WORK NECESSARY FOR THE COMPLETION OF THE
PROJECT PRIOR TO BID AND SHALL INVESTIGATE
THE SITE PRIOR TO START OF ANY CONSTRUCTION
ACTIVITIES.
2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS.
3. THE CONTRACTING OFFICER SHALL BE NOTIFIED
IMMEDIATELY IF DISCREPANCIES ARE
DISCOVERED.
4. DEMOLITION SHALL BE COORDINATED W/ NEW
CONSTRUCTION INCLUDING ANY REQUIRED
TEMPORARY SHORING.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR
MAINTAINING STRUCTURAL INTEGRITY OF ALL
ELEMENTS TO REMAIN.
6. THE CONTRACTING OFFICER HAS FIRST RIGHT OF
REFUSAL ON ALL ITEMS AND MATERIALS TO BE
REMOVED WITHIN THE CONTRACT.
7. ALL MATERIALS TO BE DEMOLISHED SHALL BE
REMOVED FROM THE SITE AND DISPOSED OF
OFF-SITE IN A LEGAL LANDFILL. CONTRACTOR
SHALL NOT STOCKPILE DEMOLITION MATERIALS
ON SITE; ALL MATERIALS MUST BE REMOVED IN A
TIMELY MANNER.
8. FINAL SITE CLEANING: THE SITE SHALL BE CLEAR
OF ALL DEBRIS UPON COMPLETION OF THE
CONTRACT.
9. PROVIDE BARRIERS, SIGNS, ET. AROUND ALL
CONSTRUCTION AREAS.
10. PROVIDE A MINIMUM 48 HR NOTICE PRIOR TO ANY
UTILITY OR FIRE ALARM SHUT DOWN. COORDINATE
UTILITY DOWN TIMES WITH CONTRACTING
OFFICER, CONSTRUCTION MANAGER, FIRE DEPT,
SPECIAL FORCES, AND OTHERS AS REQUIRED.
11. CONTRACTOR SHALL PROVIDE AND MAINTAIN
FILTERS, ETC. TO PREVENT DUST FROM
SPREADING THROUGHOUT THE SYSTEM.
12. CONTRACTOR SHALL COVER THE FIRE ALARM FOR
PROTECTION DURING CONSTRUCTION.
13. CONTRACTOR SHALL RELOCATE OR OTHERWISE
PROTECT ALL GYM EQUIPMENT PRIOR TO
COMMENCING CONSTRUCTION ACTIVITIES.
CONTRACTOR SHALL RE-INSTALL ALL GYM
EQUIPMENT UPON COMPLETION OF THE SCOPE OF
WORK. CONTRACTOR IS RESPONSIBLE FOR
REPAIR OR REPLACEMENT OF ANY DAMAGED GYM
EQUIPMENT AS REQUIRED BY CONTRACTING
OFFICER.
DEMOLITION LEGEND
NO WORK THIS AREA
EXISTING WALL TO REMAIN
EXISTING CONSTRUCTION TO BE
DEMOLISHED
DEMOLITION KEY NOTES
REMOVE ALL EXISTING ACOUSTICAL CEILING
TILES, GRID, AND INSULATION.
REMOVE EXISTING GYP BD COLUMN WRAP
COMPLETE FULL HEIGHT. (TYP FOR ALL COLUMNS
IN RM 122).
REMOVE EXISTING INTERIOR STOREFRONT
DOORS AND TRANSOM.
REMOVE EXISTING CEILING FANS. INSTALL WHITE
BLANK PLATE FLUSH WITH CEILING.
REMOVE EXISTING RUBBER BASE AND ADHESIVE
TO RECEIVE NEW RUBBER BASE.
REMOVE EXISTING RUBBER BASE ADHESIVE
FROM EXISTING STOREFRONT.
2ND FLOOR DEMOLITION PLAN
SCALE: 1/8" = 1'-0"1
L P K a r c h i t e c t s
LPK ARCHITECTS, P.A. 2208 18TH ST, SUITE D
GULFPORT, MS 39501
P : 2 2 8 . 2 6 5 . 7 9 8 0 F : 6 0 1. 6 9 3 . 8 6 4 0
W
NE
S
TRUE NORTH
W
N
E
S
PLAN NORTH
AutoCAD SHX Text
BILOXI, MISSISSIPPI, 39532
AutoCAD SHX Text
STRUCTURAL REPAIR OF DRAGON FITNESS
AutoCAD SHX Text
KEESLER AIR FORCE BASE
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text 142-01
AutoCAD SHX Text
JKO
AutoCAD SHX Text
28 JULY 2023
AutoCAD SHX Text
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGN BY
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
SIMPKINS & COSTELLI, INC.
AutoCAD SHX Text
OF 15 SHEETS
AutoCAD SHX Text
SHEET NUMBER
AutoCAD SHX Text
JKO
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
JKO
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text 22"x34"
AutoCAD SHX Text
ORIGINAL SHEET SIZE
AutoCAD SHX Text
MAHG 22-1030
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text G
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text D
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text P
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text John K. Olsen, Jr.
AutoCAD SHX Text
AutoCAD SHX Text 07/28/23
AutoCAD SHX Text
2ND FLOOR DEMOLITION PLAN
D103
- 5
7' -1
+/- 112'-9"
CARDIO ROOM
WEIGHT ROOM
VESTIBULE
VESTIBULE
BREAK RM
VESTIBULE
STORAGE
MECH / ELEC
MEN'S LOCKER
ROOM
MEN'S
SHOWERS
MEN'S
RESTROOMS
WOMEN'S
RESTROOMS
WOMEN'S
SHOWERS
WOMEN'S
LOCKER ROOM
CORRIDOR
OFFICE
MICROFIT
ROOM
VESTIBULE
STORAGE
112 RECEPTION
LOBBY
CORRIDOR
STAIR
WAR FIT ROOM
2 2 2 2 2 2 2
2 2 2 2 2 2 2
3 4 5 6 7
8 8
122A
122B
3 4 5 6 71
10 10 10 10 10 10 10 10 10 10
10 10 10 10 10 10 10 10 10 10
3 4 5 61
NO WORK THIS AREA
'-6
'-5
4'-4" 80'-8" 32'-1"
9'-6" 85'-0"
'-0
10'-11"
'-0
5'-11"
'-0
5'
-0
9' -0
5'
-0
3'-11" 10 '-1
1"
12'-1"
'-4
5'-5"
'-4
GENERAL NOTES
1. CONTRACTOR SHALL VISIT THE SITE AND
THOROUGHLY FAMILIARIZE HIMSELF WITH ALL
EXISTING CONDITIONS, INCLUDING EXISTING UTILITY
LOCATIONS, TO DETERMINE THE SCOPE AND
NATURE OF THE WORK NECESSARY FOR THE
COMPLETION OF THE PROJECT PRIOR TO BID AND
START OF ANY CONSTRUCTION ACTIVITIES.
2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS.
3. THE CONTRACTING OFFICER SHALL BE NOTIFIED
IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED.
4. DEMOLITION SHALL BE COORDINATED W/ NEW
CONSTRUCTION INCLUDING ANY REQUIRED
TEMPORARY SHORING.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR
MAINTAINING STRUCTURAL INTEGRITY OF ALL
ELEMENTS TO REMAIN.
6. THE CONTRACTING OFFICER HAS FIRST RIGHT OF
REFUSAL ON ALL ITEMS AND MATERIALS TO BE
REMOVED WITHIN THE CONTRACT.
7. ALL MATERIALS TO BE DEMOLISHED SHALL BE
REMOVED FROM THE SITE AND DISPOSED OF
OFF-SITE IN A LEGAL LANDFILL. CONTRACTOR SHALL
NOT STOCKPILE DEMOLITION MATERIALS ON SITE;
ALL MATERIALS MUST BE REMOVED IN A TIMELY
MANNER.
8. FINAL SITE CLEANING: THE SITE SHALL BE CLEAR OF
ALL DEBRIS UPON COMPLETION OF THE CONTRACT.
9. PROVIDE BARRIERS, SIGNS, ET. AROUND ALL
CONSTRUCTION AREAS.
10. PROVIDE A MINIMUM 48 HR NOTICE PRIOR TO ANY
UTILITY OR FIRE ALARM SHUT DOWN. COORDINATE
UTILITY DOWN TIMES WITH CONTRACTING OFFICER,
CONSTRUCTION MANAGER, FIRE DEPT, SPECIAL
FORCES, AND OTHERS AS REQUIRED.
11. CONTRACTOR SHALL PROVIDE AND MAINTAIN
FILTERS, ETC. TO PREVENT DUST FROM SPREADING
THROUGHOUT THE SYSTEM.
12. CONTRACTOR SHALL COVER THE FIRE ALARM FOR
PROTECTION DURING CONSTRUCTION.
13. INDICATES NEW WALL - SEE FLOOR PLAN.
14. FOR ALL GOVERNMENT FURNISHED, CONTRACTOR
INSTALLED (GFCI) MATERIALS, CONTRACTOR IS
RESPONSIBLE FOR TRANSPORTING THOSE
MATERIALS FROM KEESLER AFB STORAGE FACILITY.
GENERAL FLOOR PLAN DIMENSION NOTES
1. VERIFY ALL ALL DIMENSIONS AN EXISTING FIELD
CONDITIONS WITH THE DRAWINGS, PARTICULARLY
OVERALL WALL DIMENSIONS. THE CONTRACTOR
SHALL NOTIFY THE CONTRACTING OFFICER IN
WRITING IMMEDIATELY OF ANY VARIANCES OR FIELD
CONDITIONS THAT MAY CAUSE CONSTRUCTION
PROBLEMS OR DELAYS PRIOR TO COMMENCING THE
WORK.
NEW ACOUSTICAL CEILING TILES, GRID, AND R-30
UNFACED BATT INSULATION. INSTALL TO
EXISTING HEIGHT ABOVE FINISH FLOOR.
NEW 5/8" TYPE X GYP BD COLUMN WRAP
COMPLETE FULL HEIGHT. INSTALL NEW WOOD
STUD BLOCKING AS REQUIRED TO ALLOW FOR
SMOOTH TRANSITION FROM EXIST TO NEW
SURFACE (TYP FOR ALL COLUMNS IN RM 122).
NEW 1" RUBBER GYM FLOOR (GOVERNMENT
FURNISHED, CONTRACTOR INSTALLED, GFCI).
PRIME AND PAINT WALLS, TRUSSES AND
EXPOSED DUCTS. CLEAN AND REMOVE DUST
PRIOR TO PAINTING (GFCI).
INSTALL NEW RUBBER BASE (GFCI).
INSTALL NEW VAPOR (CONTRACTOR FURNISHED,
CONTRACTOR INSTALLED, CFCI).
MIRRORS ON WALLS TO REMAIN. CONTRACTOR
TO PROTECT FROM DAMAGE. CONTRACTOR
SHALL FURNISH AND INSTALL NEW MIRRORS TO
MATCH IF DAMAGED.
REPLACE PREVIOUSLY REMOVED GYP BD FROM
SLAB TO APPX 4'-0" H. INSTALL NEW 2" EPS FOAM
INSULATION.
REPLACE PREVIOUSLY REMOVED GYP BD FROM
SLAB TO APPX 2'-0" H. INSTALL NEW 2" EPS FOAM
INSULATION.
NEW 5/8" X 5/8" ANODIZED SILVER ALUMINUM
DRYWALL REVEAL BY FRY REGLET OR EQUAL.
EXISTING LIGHT FIXTURE.
INSTALL NEW RUBBER BASE (CFCI).
PREP AND PAINT WALLS
INTERIOR RENOVATION KEY NOTES
101 VESTIBULE ---
102 STORAGE
103 MECHANCIAL/ELECTRICAL
104 BREAK ROOM
105 CORRIDOR
106 STAIR
107 MEN'S LOCKER ROOM
108 MEN'S SHOWERS
109 MEN'S RESTROOMS
110 LOBBY
111 RECEPTION
112 STORAGE
113 WOMEN'S RESTROOMS
114 WOMEN'S SHOWERS
115 WOMEN'S LOCKER ROOM
116 CORRIDOR
117 OFFICE
118 VESTIBULE
119 MICROFIT ROOM
120 CARDIO ROOM
121 VESTIBULE
122 WAR FIT ROOM
123 VESTIBULE
ROOM FINISH SCHEDULE
ROOM NAMERM.# BASEFLOOR REMARKS
RB-1RT-1
RB-1RT-1
124 WEIGHT ROOM RB-1RT-1
WALL CEILING CLG.HT.
27'-0"
9'-0"
P-1
P-1
P-1, P-2 P-2 TRUSSES, DUCT AND NORTH WALL ONLY
AC-1
P-4
PAINT GYP BD CEILING FURR DOWNS ONLY
PAINT GYP BD CEILING FURR DOWNS ONLY
9'-0"
P-4
204 STORAGE ROOM RB-2--- 9'-0"P-1 --- ---
RUBBER TILE (RT)
RT-1 RUBBER TILE GYM FLOOR (24" X 24" X 1") - NOTES 1, 2, 3, 4
NOTE 1: PURCHASED AND ON-SITE, PROVIDE LABOR ONLY.
NOTE 2: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SLAB RH
AND PH TESTING REQUIRED BY MANUFACTURER.
NOTE 3: CONTRACTOR SHALL PROVIDE ECORE ATHLETIC E-GRIP III
ADHESIVE IN THE QUANTITY REQUIRED BY THE
MANUFACTURER FOR THE INSTALLATION OF THE QUAD
BLOCK CONNECTORS AND REDUCERS.
NOTE 4: CONTRACTOR SHALL PROVIDE 15-MIL STEGO WRAP
VAPOR BARRIER SYSTEM (OR EQUAL) INCLUDING ALL
REQUIRED ACCESSORIES FOR A COMPLETE AND
CONTINUOUS VAPOR BARRIER OVER THE EXISTING
SLAB.
PAINT (P)
P-1 (GRAY) - NOTE 1
P-2 (ACCENT COLOR) - NOTE 1
P-3 (ACCENT COLOR)
P-4 CEILING WHITE
NOTE 1: PURCHASED AND ON-SITE. PROVIDE LABOR ONLY
ACOUSTICAL CEILING (AC)
AC-1 ACOUSTICAL CEILING SYSTEM
RUBBER BASE (RB)
RB-1 (4" COVER RUBBER BASE TO MATCH EXISTING)
NOTE 1: PURCHASED AND ON-SITE, PROVIDE LABOR ONLY.
RB-2 (4" COVE RUBBER BASE TO MATCH EXISTING)
NOTE 2: CONTRACTOR TO PROVIDE MATERIAL AND LABOR.
LEGEND
STAIR
AEROBIC ROOM
NOT USED
VESTIBULE
AEROBIC ROOM
STORAGE
RB-2--- 9'-0"P-1
RB-2--- 9'-0"P-1
RB-2
RB-2
RB-2
RB-2
RB-2
RB-2
1ST FLOOR PLAN
SCALE: 1/8" = 1'-0"1
L P K a r c h i t e c t s
LPK ARCHITECTS, P.A. 2208 18TH ST, SUITE D
GULFPORT, MS 39501
P : 2 2 8 . 2 6 5 . 7 9 8 0 F : 6 0 1. 6 9 3 . 8 6 4 0
W
NE
S
TRUE NORTH
W
N
E
S
PLAN NORTH
AutoCAD SHX Text
BILOXI, MISSISSIPPI, 39532
AutoCAD SHX Text
STRUCTURAL REPAIR OF DRAGON FITNESS
AutoCAD SHX Text
KEESLER AIR FORCE BASE
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text 142-01
AutoCAD SHX Text
JKO
AutoCAD SHX Text
28 JULY 2023
AutoCAD SHX Text
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGN BY
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
SIMPKINS & COSTELLI, INC.
AutoCAD SHX Text
OF 15 SHEETS
AutoCAD SHX Text
SHEET NUMBER
AutoCAD SHX Text
JKO
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
JKO
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text 22"x34"
AutoCAD SHX Text
ORIGINAL SHEET SIZE
AutoCAD SHX Text
MAHG 22-1030
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text G
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text D
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text P
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text John K. Olsen, Jr.
AutoCAD SHX Text
AutoCAD SHX Text 07/28/23
AutoCAD SHX Text
1ST FLOOR PLAN AND FINISH SCHEDULE
A101
CARDIO ROOM
WEIGHT ROOM
VESTIBULE
VESTIBULE
BREAK RM
VESTIBULE
STORAGE
MECH / ELEC
MEN'S LOCKER
ROOM
MEN'S
SHOWERS
MEN'S
RESTROOMS
WOMEN'S
RESTROOMS
WOMEN'S
SHOWERS
WOMEN'S
LOCKER ROOM
CORRIDOR
OFFICE
MICROFIT
ROOM
VESTIBULE
STORAGE
112 RECEPTION
LOBBY
CORRIDOR
STAIR
WAR FIT ROOM
2 2 2 2 2 2 2
13111
13111
NO WORK THIS AREA
GENERAL REFLECTED CEILING PLAN NOTES:
1. THE CONTRACTOR SHALL VERIFY THAT ACCESS
PANELS OF APPROPRIATE SIZE & TYPE ARE
INSTALLED IN GYP BD CEILINGS OR SOFFITS, AND IN
OTHER NON-ACCESSIBLE TYPE CEILINGS OR
SOFFITS WHERE ACCESS, SERVICE, OR
ADJUSTMENT TO MECHANICAL, PLUMBING, FIRE
PROTECTION, OR ELECTRICAL SYSTEMS MAY BE
REQUIRED. THE CONTRACTOR SHALL TAKE SPECIAL
CARE TO LOCATE ALL SYSTEM COMPONENTS, ETC.
REQUIRING ACCESS ABOVE ACCESSIBLE CEILINGS.
LOCATION(S) OF ALL ACCESS PANELS TO BE
APPROVED BY ARCHITECT PRIOR TO INSTALLATION.
2. THE CONTRACTOR SHALL ADVISE THE GOVERNMENT
THAT ITEMS SHALL NOT BE PLACED OR STORED ON
TOP OF SUCH SHELVING SO THAT THE CODE
REQUIRED 18" VERTICAL CLEARANCE IS MAINTAINED.
3. CONTRACTOR SHALL INSTALL GRID ALIGNED
THROUGH DOORWAYS AND CENTERED ON
CORRIDORS UNLESS NOTED OTHERWISE (UNO).
START GRID LAYOUT WITH DIMENSIONS AS SHOWN
ON PLANS.
4. CONTRACTOR SHALL INSTALL SOUND ATTENUATION
BLANKETS ABOVE ALL LAY-IN CEILINGS (UNO).
5. CONTRACTOR SHALL COORDINATE CEILING HEIGHTS
AND INSTALLATION OF CEILING AND ABOVE-CEILING
COMPONENTS WITH ALL TRADES AND REPORT ANY
CONFLICTS TO THE ARCHITECT IMMEDIATELY.
CONTRACTOR IS RESPONSIBLE FOR COORDINATION.
6. COORDINATE ALL CEILING COMPONENTS W/ THE
ENTIRE CONSTRUCTION DOCUMENTS SET.
7. WHERE ACT UNITS LESS THAN 6" WIDE WOULD
OCCUR AT EDGES OF ROOM WITH 24" X 24" PATTERN,
PROVIDE 24" X 48" PANELS CUT TO EXTEND TO WALL,
ELIMINATING THE TEE NEAR THE WALL.
8. ALL CAN LIGHTS AND SPRINKLER HEADS TO BE
CENTERED WITHIN 2X2 GRID WHERE APPLICABLE.
9. FINAL MOUNTING HEIGHT OF ALL LIGHTING TO BE
DETERMINED BY TENANT IN FIELD.
10. FOR ALL LIGHT FIXTURES SHOWN BELOW
DUCTWORK, HANG FIXTURE FROM UNISTRUT BELOW
DUCT WORK. PAINT UNISTRUT AND ALL ASSOCIATED
HARDWARE TO MATCH STRUCTURE ABOVE.
11. REMOVE/REPAIR EXISTING GYP BD CEILING AS
REQUIRED FOR LIGHTING, SPRINKLER, ETC.
INSTALLATION.
LEGEND
EXISTING GYP BD CEILING.
NO CEILING WORK THIS
AREA
2' X 2' ACOUSTICAL CEILING
TILE
REFLECTED CEILING PLAN KEY NOTES
INSTALL NEW ACOUSTICAL CEILING TILES AND
GRID. MATCH EXISTING CEILIG HEIGHT. INSTALL
NEW R-30 UNFACED BATT INSULATION ABOVE
GRID.
PAINT (P-2) EXISTING WOOD TRUSSES. CLEAN
AND REMOVE DUST PRIOR TO PAINTING (GFCI).
PAINT (P-4) EXISTING GYP BD CEILING FURR
DOWNS.
31ST FLOOR REFLECTED CEILING PLAN
SCALE: 1/8" = 1'-0"1
L P K a r c h i t e c t s
LPK ARCHITECTS, P.A. 2208 18TH ST, SUITE D
GULFPORT, MS 39501
P : 2 2 8 . 2 6 5 . 7 9 8 0 F : 6 0 1. 6 9 3 . 8 6 4 0
W
NE
S
TRUE NORTH
W
N
E
S
PLAN NORTH
AutoCAD SHX Text
BILOXI, MISSISSIPPI, 39532
AutoCAD SHX Text
STRUCTURAL REPAIR OF DRAGON FITNESS
AutoCAD SHX Text
KEESLER AIR FORCE BASE
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text 142-01
AutoCAD SHX Text
JKO
AutoCAD SHX Text
28 JULY 2023
AutoCAD SHX Text
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGN BY
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
SIMPKINS & COSTELLI, INC.
AutoCAD SHX Text
OF 15 SHEETS
AutoCAD SHX Text
SHEET NUMBER
AutoCAD SHX Text
JKO
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
JKO
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text 22"x34"
AutoCAD SHX Text
ORIGINAL SHEET SIZE
AutoCAD SHX Text
MAHG 22-1030
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text G
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text D
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text P
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text John K. Olsen, Jr.
AutoCAD SHX Text
AutoCAD SHX Text 07/28/23
AutoCAD SHX Text
1ST FLOOR REFLECTED CEILING PLAN
A102
STORAGE
ROOM
5'
-0
15'-10"
VESTIBULE
AEROBIC
ROOM
AEROBIC
ROOM
STAIR
201 STOR
ROOF
ROOF
ROOF
12 12
OPEN TO
BELOW
'-7
23'-0"
'-1
0"
'-1
0"
22'-6"
GENERAL NOTES
1. CONTRACTOR SHALL VISIT THE SITE AND
THOROUGHLY FAMILIARIZE HIMSELF WITH ALL
EXISTING CONDITIONS, INCLUDING EXISTING UTILITY
LOCATIONS, TO DETERMINE THE SCOPE AND
NATURE OF THE WORK NECESSARY FOR THE
COMPLETION OF THE PROJECT PRIOR TO BID AND
START OF ANY CONSTRUCTION ACTIVITIES.
2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS.
3. THE CONTRACTING OFFICER SHALL BE NOTIFIED
IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED.
4. DEMOLITION SHALL BE COORDINATED W/ NEW
CONSTRUCTION INCLUDING ANY REQUIRED
TEMPORARY SHORING.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR
MAINTAINING STRUCTURAL INTEGRITY OF ALL
ELEMENTS TO REMAIN.
6. THE CONTRACTING OFFICER HAS FIRST RIGHT OF
REFUSAL ON ALL ITEMS AND MATERIALS TO BE
REMOVED WITHIN THE CONTRACT.
7. ALL MATERIALS TO BE DEMOLISHED SHALL BE
REMOVED FROM THE SITE AND DISPOSED OF
OFF-SITE IN A LEGAL LANDFILL. CONTRACTOR SHALL
NOT STOCKPILE DEMOLITION MATERIALS ON SITE;
ALL MATERIALS MUST BE REMOVED IN A TIMELY
MANNER.
8. FINAL SITE CLEANING: THE SITE SHALL BE CLEAR OF
ALL DEBRIS UPON COMPLETION OF THE CONTRACT.
9. PROVIDE BARRIERS, SIGNS, ET. AROUND ALL
CONSTRUCTION AREAS.
10. PROVIDE A MINIMUM 48 HR NOTICE PRIOR TO ANY
UTILITY OR FIRE ALARM SHUT DOWN. COORDINATE
UTILITY DOWN TIMES WITH CONTRACTING OFFICER,
CONSTRUCTION MANAGER, FIRE DEPT, SPECIAL
FORCES, AND OTHERS AS REQUIRED.
11. CONTRACTOR SHALL PROVIDE AND MAINTAIN
FILTERS, ETC. TO PREVENT DUST FROM SPREADING
THROUGHOUT THE SYSTEM.
12. CONTRACTOR SHALL COVER THE FIRE ALARM FOR
PROTECTION DURING CONSTRUCTION.
13. INDICATES NEW WALL - SEE FLOOR PLAN.
14. FOR ALL GOVERNMENT FURNISHED, CONTRACTOR
INSTALLED (GFCI) MATERIALS, CONTRACTOR IS
RESPONSIBLE FOR TRANSPORTING THOSE
MATERIALS FROM KEESLER AFB STORAGE FACILITY.
GENERAL FLOOR PLAN DIMENSION NOTES
1. VERIFY ALL ALL DIMENSIONS AN EXISTING FIELD
CONDITIONS WITH THE DRAWINGS, PARTICULARLY
OVERALL WALL DIMENSIONS. THE CONTRACTOR
SHALL NOTIFY THE CONTRACTING OFFICER IN
WRITING IMMEDIATELY OF ANY VARIANCES OR FIELD
CONDITIONS THAT MAY CAUSE CONSTRUCTION
PROBLEMS OR DELAYS PRIOR TO COMMENCING THE
WORK.
NEW ACOUSTICAL CEILING TILES, GRID, AND R-30
UNFACED BATT INSULATION. INSTALL TO
EXISTING HEIGHT ABOVE FINISH FLOOR.
NEW 5/8" TYPE X GYP BD COLUMN WRAP
COMPLETE FULL HEIGHT. INSTALL NEW WOOD
STUD BLOCKING AS REQUIRED TO ALLOW FOR
SMOOTH TRANSITION FROM EXIST TO NEW
SURFACE (TYP FOR ALL COLUMNS IN RM 122).
NEW 1" RUBBER GYM FLOOR (GOVERNMENT
FURNISHED, CONTRACTOR INSTALLED, GFCI).
PRIME AND PAINT WALLS, TRUSSES AND
EXPOSED DUCTS. CLEAN AND REMOVE DUST
PRIOR TO PAINTING (GFCI).
INSTALL NEW RUBBER BASE (GFCI).
INSTALL NEW VAPOR (CONTRACTOR FURNISHED,
CONTRACTOR INSTALLED, CFCI).
MIRRORS ON WALLS TO REMAIN. CONTRACTOR
TO PROTECT FROM DAMAGE. CONTRACTOR
SHALL FURNISH AND INSTALL NEW MIRRORS TO
MATCH IF DAMAGED.
REPLACE PREVIOUSLY REMOVED GYP BD FROM
SLAB TO APPX 4'-0" H. INSTALL NEW 2" EPS FOAM
INSULATION.
REPLACE PREVIOUSLY REMOVED GYP BD FROM
SLAB TO APPX 2'-0" H. INSTALL NEW 2" EPS FOAM
INSULATION.
NEW 5/8" X 5/8" ANODIZED SILVER ALUMINUM
DRYWALL REVEAL BY FRY REGLET OR EQUAL.
EXISTING LIGHT FIXTURE.
INSTALL NEW RUBBER BASE (CFCI).
PREP AND PAINT WALLS
INTERIOR RENOVATION KEY NOTES
2ND FLOOR PLAN
SCALE: 1/8" = 1'-0"1
L P K a r c h i t e c t s
LPK ARCHITECTS, P.A. 2208 18TH ST, SUITE D
GULFPORT, MS 39501
P : 2 2 8 . 2 6 5 . 7 9 8 0 F : 6 0 1. 6 9 3 . 8 6 4 0
W
NE
S
TRUE NORTH
W
N
E
S
PLAN NORTH
AutoCAD SHX Text
BILOXI, MISSISSIPPI, 39532
AutoCAD SHX Text
STRUCTURAL REPAIR OF DRAGON FITNESS
AutoCAD SHX Text
KEESLER AIR FORCE BASE
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text 142-01
AutoCAD SHX Text
JKO
AutoCAD SHX Text
28 JULY 2023
AutoCAD SHX Text
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGN BY
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
JOB NUMBER
AutoCAD SHX Text
SIMPKINS & COSTELLI, INC.
AutoCAD SHX Text
OF 15 SHEETS
AutoCAD SHX Text
SHEET NUMBER
AutoCAD SHX Text
JKO
AutoCAD SHX Text
DRAWN BY
AutoCAD SHX Text
JKO
AutoCAD SHX Text
CHECKED BY
AutoCAD SHX Text 22"x34"
AutoCAD SHX Text
ORIGINAL SHEET SIZE
AutoCAD SHX Text
MAHG 22-1030
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX…
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 .