florida national guard drawing index title ...d101 demolition floor plan and exterior elevations...
TRANSCRIPT
ARCHITECTS AND PLANNERSAKEL LOGAN SHAFER
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AE FILE No. 2004A
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CBJTC REMODEL BARRACKS FAC 2014 and 2016
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FLORIDA NATIONAL GUARD
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DRAWING INDEX
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G001
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A101
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TITLE SHEET, DRAWING INDEX AND LOCATION MAPS
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FLOOR PLAN AND EXTERIOR ELEVATIONS BLDG. 2014
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DATE: FEBRUARY 11, 2020
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CONSTRUCTION DOCUMENTS
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Telephone (904) 356-2654 / Fax (904) 356-4010
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704 Rosselle Street / Jacksonville, Florida 32204
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SHEET NO. G0O1
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FOR
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A102
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CAMP BLANDING, FLORIDA
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DEPARTMENT OF MILITARY AFFAIRS
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CFMO PROJECT No. 219047
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TYPICAL BUILDING ROOF PLAN / FINISH SPECIFICATIONS
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A103
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PARTIAL BUILDING SECTIONS
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D101
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DEMOLITION FLOOR PLAN AND EXTERIOR ELEVATIONS
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ARCHITECTURAL DRAWINGS
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STRUCTURAL DRAWINGS
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S101
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BLDG'S. 2014/2016 ROOF PLAN - WIND PRESSURES
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A101A
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FLOOR PLAN AND EXTERIOR ELEVATIONS BLDG. 2016
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AND WIND LOADS
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BUILDING 2014
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D101A
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DEMOLITION FLOOR PLAN AND EXTERIOR ELEVATIONS
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BUILDING 2016
DEMOLITION FLOOR PLAN
D101
DEMOLITION PLAN C1
AND ELEVATIONSSOUTH ELEVATION - DEMOLITIONA1
NORTH ELEVATION - DEMOLITIONB1
EAST ELEVATION - DEMOLITIONA4
WEST ELEVATION - DEMOLITIONB4
DEMOLITION KEY NOTES
GENERAL NOTES
BUILDING 2014
CBJTC RemodelBarracks FAC 2014and 2016Camp Blanding, Florida
Project No. 219047
CONSTRUCTION DOCUMENTS
for
Department of MilitaryAffairsFlorida
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MECHANICAL
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ROOM
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BEDROOM
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BARRACKS
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2021
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2021
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D101A.DWG
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SCALE: 3/16" = 1'-0"
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SCALE: 3/16" = 1'-0"
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SCALE: 3/16" = 1'-0"
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SCALE: 3/16" = 1'-0"
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SCALE: 3/16" = 1'-0"
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1
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REMOVE EXISTING WINDOW AND SCREENS.
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3
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REMOVE EXISTING SCREEN DOOR.
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4
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REMOVE EXISTING WOOD TRIM. WOOD PANELING TO REMAIN EXCEPT WHERE DAMAGED.
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5
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REMOVE EXISTING WINDOWS AND SCREENS.
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6
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7
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REMOVE EXISTING ASPHALT SHINGLE ROOFING DOWN TO ROOF DECK.
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2
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REMOVE EXISTING CLERESTORY AND ROOFING, INCLUDING STRUCTURE.
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(APPLIES TO SHEET D101 AND SHEET D101A)
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5
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1
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2
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1
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2
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4
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TYP.
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2
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2
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1
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4
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(ABOVE WINDOW(S)
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5
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5
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TYP.
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6
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TYP.
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TYP.
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5
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TYP.
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5
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TYP.
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5
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ABOVE WINDOW
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1
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ABOVE
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4
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4
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3
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3
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2
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8
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REMOVE EXISTING WALL AS NECESSARY TO ACCOMMODATE INSTALLATION
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9
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OF NEW WINDOWS INCLUDING NECESSARY NEW FRAMING.
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9
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9
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9
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9
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EXIST. CMU
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EXIST.
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CMU
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EXIST.
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CMU
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EXIST.
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CMU
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EXIST.
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CMU
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EXIST.
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CMU
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EXIST. CMU
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EXIST.
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CMU
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EXIST.
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GAS
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EXIST.
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CMU
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EXIST.
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CMU
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EXIST.
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CMU
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EXIST.
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CMU
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REMOVE EXISTING BUILDING NUMBER SIGNS FOR REINSTALLATION AS DESCRIBED BY THE NEW CONSTRUCTION KEY NOTES ON SHEET A101.
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10
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10
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10
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11
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REMOVE EXISTING WALL MOUNTED MOP HOLDER.
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11
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11
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EXIST.
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WALK
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EXIST.
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WALK
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DURING REMOVAL OF CLERESTORY STRUCTURE/ROOFING, PROVIDE ALL NECESSARY SHORING, BRACING AND OTHER FRAMING AS MAY BE REQUIRED TO ENSURE STABILITY OF MAIN BUILDING ROOFING.
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6
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4
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(VERIFY)
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4
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4
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4
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REMOVE EXISTING WALL FRAMING, SHEATHING, GYPSUM BD., ETC TO ACCOMMODATE RAISING EXISTING WINDOW. SIM. TO SECTION A3/A013.
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12
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13
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REMOVE EXISTING LOUVER AND WOOD INFILL FRAMING TO ACCOMMODATE NEW STUCCO FINISH AND REINSTALLATION OF LOUVER.
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14
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12
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12
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12
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15
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REMOVE EXISTING LIGHTING FIXTURE AND SURFACE MOUNTED CONDUIT FOR RELOCATION AS DESCRIBED IN NEW CONSTRUCTION KEY NOTE 32.
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15
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GRADE
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GRADE
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(VERIFY)
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GRADE
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GRADE
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16
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REMOVE EXISTING FIRE ALARM DEVICE FOR RELOCATION AS DESCRIBED IN NEW CONSTRUCTION KEY NOTE 32.
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16
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REMOVE EXISTING ABANDONED CABLE.
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17
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REMOVE EXISTING CONCRETE WALK AS REQUIRED TO ACCOMMODATE EXTENSION OF EXISTING FOOTING AND INSTALLATION OF NEW SPLIT FACE BLOCK VENEER.
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18
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18
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6
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6
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NORTH
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NOT USED.
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19
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ALL DEBRIS SHALL BE REMOVED AND DISPOSED OF OFF CBJTC PROPERTY.
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2.
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NO WORK REQUIRED INSIDE MECHANICAL ROOM.
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3.
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REMOVE ALL EXISTING VCT FLOORING.
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20
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REMOVE ALL EXISTING WOOD SHELVING, STEEL COAT RODS AND ALL WOOD COAT ROD SUPPORT FRAMING SCABBED ON TO THE EXISTING DIAGONAL WOOD WALL/ROOF BRACE. THE DIAGONAL BRACING SHALL NOT BE REMOVED OR DAMAGED.
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21
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REMOVE EXISTING FIRE EXTINGUISHER AND HOLD FOR REINSTALLATION AFTER PAINTING.
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22
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REMOVE EXISTING DOOR IN EXTERIOR WALL.
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REMOVE EXISTING WOOD DOOR, WOOD DOOR FRAME AND ADJOINING WALL FRAMING AS NECESSARY TO RECEIVE A NEW DOOR AND FRAME AS DESCRIBED IN THE NEW CONSTRUCTION KEYNOTES.
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23
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REMOVE EXISTING LIGHTING FIXTURE FOR REINSTALLATION AFTER COMPLETION OF NEW STUCCO FINISH WORK.
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8
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8
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23
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20
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ATTIC
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ACCESS
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ABOVE
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D
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CONSULTANTS
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C
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5
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4
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B
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DATE
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MARK
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2004A
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ISSUE:
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A
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CHECKED BY:
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PROJECT NO:
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CAD DWG FILE:
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DRAWN BY:
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SHEET TITLE
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DESCRIPTION
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SHEET NUMBER
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5
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4
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3
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1
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D
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C
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2
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B
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A
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1
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NOTES
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ALS
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WHB
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FEBRUARY 11, 2020
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NOT USED.
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6
DEMOLITION FLOOR PLAN
D101A
DEMOLITION PLAN C1
AND ELEVATIONSSOUTH ELEVATION - DEMOLITIONA1
NORTH ELEVATION - DEMOLITIONB1
EAST ELEVATION - DEMOLITIONA4
WEST ELEVATION - DEMOLITIONB4
DEMOLITION KEY NOTES
GENERAL NOTES
BUILDING 2016
CBJTC RemodelBarracks FAC 2014and 2016Camp Blanding, Florida
Project No. 219047
CONSTRUCTION DOCUMENTS
for
Department of MilitaryAffairsFlorida
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2021
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2021
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D101A.DWG
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SCALE: 3/16" = 1'-0"
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SCALE: 3/16" = 1'-0"
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SCALE: 3/16" = 1'-0"
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SCALE: 3/16" = 1'-0"
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SCALE: 3/16" = 1'-0"
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1
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REMOVE EXISTING WINDOW AND SCREENS.
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3
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REMOVE EXISTING SCREEN DOOR.
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4
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REMOVE EXISTING WOOD TRIM. WOOD PANELING TO REMAIN EXCEPT WHERE DAMAGED.
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5
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REMOVE EXISTING WINDOWS AND SCREENS.
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6
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7
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REMOVE EXISTING ASPHALT SHINGLE ROOFING DOWN TO ROOF DECK.
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2
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REMOVE EXISTING CLERESTORY AND ROOFING, INCLUDING STRUCTURE.
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(APPLIES TO SHEET D101 AND SHEET D101A)
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5
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1
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2
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1
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2
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TYP.
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1
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2
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1
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4
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(ABOVE WINDOW(S)
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5
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TYP.
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6
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TYP.
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5
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TYP.
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5
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ABOVE WINDOW
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1
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ABOVE
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4
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4
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3
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3
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2
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8
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REMOVE EXISTING WALL AS NECESSARY TO ACCOMMODATE INSTALLATION
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9
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OF NEW WINDOWS INCLUDING NECESSARY NEW FRAMING.
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9
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9
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9
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9
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EXIST. CMU
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EXIST.
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HM
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EXIST.
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CMU
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EXIST.
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CMU
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EXIST.
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CMU
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EXIST. CMU
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EXIST.
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CMU
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EXIST.
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GAS
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EXIST.
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CMU
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EXIST.
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CMU
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EXIST.
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CMU
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EXIST.
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CMU
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REMOVE EXISTING BUILDING NUMBER SIGNS FOR REINSTALLATION AS DESCRIBED BY THE NEW CONSTRUCTION KEY NOTES ON SHEET A101.
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10
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10
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10
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11
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REMOVE EXISTING WALL MOUNTED MOP HOLDER.
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11
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11
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EXIST.
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WALK
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EXIST.
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WALK
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DURING REMOVAL OF CLERESTORY STRUCTURE/ROOFING, PROVIDE ALL NECESSARY SHORING, BRACING AND OTHER FRAMING AS MAY BE REQUIRED TO ENSURE STABILITY OF MAIN BUILDING ROOFING.
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6
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6
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6
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6
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6
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6
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6
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4
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(VERIFY)
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4
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12
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4
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12
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4
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12
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REMOVE EXISTING WALL FRAMING, SHEATHING, GYPSUM BD., ETC TO ACCOMMODATE RAISING EXISTING WINDOW. SIM. TO SECTION A3/A013.
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12
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13
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REMOVE EXISTING LOUVER AND WOOD INFILL FRAMING TO ACCOMMODATE NEW STUCCO FINISH AND REINSTALLATION OF LOUVER.
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14
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12
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12
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12
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15
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REMOVE EXISTING LIGHTING FIXTURE AND SURFACE MOUNTED CONDUIT FOR RELOCATION AS DESCRIBED IN NEW CONSTRUCTION KEY NOTE 32.
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15
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GRADE
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GRADE
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(VERIFY)
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GRADE
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GRADE
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16
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REMOVE EXISTING FIRE ALARM DEVICE FOR RELOCATION AS DESCRIBED IN NEW CONSTRUCTION KEY NOTE 32.
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16
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REMOVE EXISTING ABANDONED CABLE.
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17
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REMOVE EXISTING CONCRETE WALK AS REQUIRED TO ACCOMMODATE EXTENSION OF EXISTING FOOTING AND INSTALLATION OF NEW SPLIT FACE BLOCK VENEER.
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18
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18
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18
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6
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6
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NORTH
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NOT USED.
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19
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ALL DEBRIS SHALL BE REMOVED AND DISPOSED OF OFF CBJTC PROPERTY.
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2.
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NO WORK REQUIRED INSIDE MECHANICAL ROOM.
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3.
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REMOVE ALL EXISTING VCT FLOORING.
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20
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REMOVE ALL EXISTING WOOD SHELVING, STEEL COAT RODS AND ALL WOOD COAT ROD SUPPORT FRAMING SCABBED ON TO THE EXISTING DIAGONAL WOOD WALL/ROOF BRACE. THE DIAGONAL BRACING SHALL NOT BE REMOVED OR DAMAGED.
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21
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REMOVE EXISTING FIRE EXTINGUISHER AND HOLD FOR REINSTALLATION AFTER PAINTING.
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22
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REMOVE EXISTING DOOR IN EXTERIOR WALL.
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REMOVE EXISTING WOOD DOOR, WOOD DOOR FRAME AND ADJOINING WALL FRAMING AS NECESSARY TO RECEIVE A NEW DOOR AND FRAME AS DESCRIBED IN THE NEW CONSTRUCTION KEYNOTES.
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23
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REMOVE EXISTING LIGHTING FIXTURE FOR REINSTALLATION AFTER COMPLETION OF NEW STUCCO FINISH WORK.
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8
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8
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23
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ATTIC
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ABOVE
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CONSULTANTS
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C
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5
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4
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B
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DATE
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MARK
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2004A
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ISSUE:
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A
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CHECKED BY:
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PROJECT NO:
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CAD DWG FILE:
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DRAWN BY:
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SHEET TITLE
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DESCRIPTION
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SHEET NUMBER
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5
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4
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3
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2
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D
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A
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1
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NOTES
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ALS
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WHB
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FEBRUARY 11, 2020
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NOT USED.
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DOOR
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EXIST.
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HM
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DOOR
EXTERIOR ELEVATIONS
A101
FLOOR PLAN AND
FLOOR PLAN C1
SOUTH ELEVATIONA1
NORTH ELEVATIONB1
EAST ELEVATIONA4
WEST ELEVATIONB4
BUILDING 2014
GENERAL NOTES
CONSTRUCTION KEY NOTES
CONSTRUCTION KEY NOTES CBJTC RemodelBarracks FAC 2014and 2016Camp Blanding, Florida
Project No. 219047
CONSTRUCTION DOCUMENTS
for
Department of MilitaryAffairsFlorida
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MECHANICAL
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ROOM
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BEDROOM
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BARRACKS
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A3
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A103
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A1
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A103
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A4
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A103
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2021
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A1
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A3
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A1
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A103
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A3
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A4
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A103
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A102.DWG
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SCALE: 3/8" = 1'-0"
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SCALE: 3/16" = 1'-0"
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SCALE: 3/16" = 1'-0"
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SCALE: 3/16" = 1'-0"
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SCALE: 3/16" = 1'-0"
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5
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GRADE
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GRADE
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GRADE
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SIM.
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SIM.
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SIM.
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2
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2
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SIM.
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SIM.
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11
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11
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2
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2
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2
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32
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16
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16
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32
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?
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2
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2
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17
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17
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EXIST.
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WALK
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18
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4. THE DRAWINGS ARE GRAPHIC REPRESENTATIONS OF EXISTING CONDITIONS. DIMENSIONS,
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SIZES, QUANTITIES, AND LOCATIONS OF EXISTING CONDITIONS SHALL BE VERIFIED BY
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THE CONTRACTOR.
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5. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING HIS BID TO FAMILIARIZE
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HIMSELF WITH THE CONDITIONS AFFECTING HIS WORK.
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6. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS IN EXISTING
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MATERIALS AND/OR STRUCTURE WHICH WILL ADVERSELY AFFECT THE EXECUTION AND/OR
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QUALITY OF THE COMPLETED WORK.
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NORTH
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DURING REMOVAL OF CLERESTORY STRUCTURE/ROOFING, PROVIDE ALL NECESSARY SHORING, BRACING AND OTHER FRAMING AS MAY BE REQUIRED TO ENSURE STABILITY OF MAIN BUILDING ROOFING.
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1.
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ALL DEBRIS SHALL BE REMOVED AND DISPOSED OF OFF CBJTC PROPERTY.
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2.
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NO WORK REQUIRED INSIDE MECHANICAL ROOM.
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3.
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1
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CLOSE EXISTING (PARTIAL) WINDOW OPENING AND FRAME FOR NEW WINDOWS. CONSTRUCTION SHALL MATCH EXISTING MODIFIED EXTERIOR WALL. SEE SECTION B3/A103.
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3
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INSTALL NEW VINYL FRAMED, FIXED, INSULATED, LOW-E WINDOW.
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2
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LEVEL AND PATCH EXISTING SLAB AND APPLY SEALER.
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(APPLIES TO SHEETS A101 AND A101A)
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NEW STANDING SEAM METAL ROOFING OVER EXISTING ROOF DECKING. SEE ROOFING NOTES ON SHEET A102.
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4
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5
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NEW PRECAST CONCRETE CAP AROUND THE PERIMETER OF THE BUILDING.
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6
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NEW 4"x8"x16" SPLIT FACE BLOCK WAINSCOT WITH CORRUGATED GALVANIZED METAL WALL TIES AND WEEPS AT 48" MAX. O.C.
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7
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EXTEND EXISTING REINFORCED CONCRETE FOOTING OUT TO 8" BEYOND FACE OF NEW SPLIT FACE BLOCK. SEE ARCHITECTURAL DETAILS ON SHEET A103. TIE TO EXISTING FOOTING WITH #4 DOWELS AT 48" O.C. (DRILL AND GROUT INTO EXISTING FOOTING.
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8
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ADJUST/RE-INSTALL WALL MOUNTED CONDENSER RELATED EQUIPMENT AFTER COMPLETION OF NEW STUCCO WORK.
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9
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EXISTING GAS PIPING AND RELATED EQUIPMENT TO REMAIN IN PLACE AT BLOCK WAINSCOT. STOP BLOCK WAINSCOT ACCORDINGLY FOR SERVICING.
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11
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EXISTING HOSE BIBB TO REMAIN IN PLACE. STOP BLOCK WAINSCOT AROUND AS NECESSARY.
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13
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RE-INSTALL EXISTING BUILDING NUMBER SIGN AFTER COMPLETION OF NEW STUCCO WORK.
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12
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EXISTING PRE-FINISHED ALUMINUM FASCIA.
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EXISTING PRE-FINISHED ALUMINUM SOFFIT.
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INFILL PARTIAL OPENING IN WALL AFTER REMOVAL OF EXISTING WINDOW. PREPARE OPENING TO RECEIVE NEW WINDOW AS DESCRIBED IN CONSTRUCTION KEY NOTE 11. AND SIM. TO SECTION A3/A103.
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16
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INSTALL S.S. BLANK PLATE OVER EXISTING SCREEN DOOR STRIKE OPENING ON DOOR FRAME. PAINT NEW STEEL DOOR AND FRAME.
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PROVIDE NEW 4" THK. MIN. (WITH 8X8 TURNED DOWN EDGE) CONC WALK WITH BROOM FINISH. SLOPE AWAY FROM BUILDING AND DOOR AND FEATHER FLUSH INTO ADJACENT EXISTING CONCRETE WALK. PROVIDE 1/2" EXPANSION JOINT MATERIAL BETWEEN NEW AND EXISTING WALKS/SLABS.
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18
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INSTALL NEW VINYL FRAMED, FIXED, INSULATED, LOW-E WINDOW.
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REINSTALL EXISTING FIRE EXTINGUISHER/MTG. BRACKET AT COMPLETION OF NEW PAINTING WORK.
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19
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INSTALL NEW HOLLOW METAL DOOR AND NEW 'BEST' LEVER HANDLE, HARDWARE AND CORES. PAINT TO MATCH EXTERIOR DOORS ON BUILDING 2023.
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20
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INSTALL NEW HOLLOW METAL DOOR AND FRAME. PROVIDE AND INSTALL NEW LOCKSET IN ACCORDANCE WITH CBJTC DESIGN CRITERIA. PAINT TO MATCH INTERIOR DOORS ON BUILDING 2023.
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21
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INSTALL NEW WALL MOUNTED EXIT LIGHT ABOVE DOOR. CONNECT TO EXISTING POWER. EXTEND BOX FLUSH WITH NEW GYPSUM WALL BOARD.
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22
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23
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PATCH AND PAINT CEILING TO MATCH CEILING IN BUILDING 2023.
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24
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INSTALL NEW 1 5/8" METAL FRAMING ON INSIDE OF EXTERIOR WALLS. INSTALL NEW 1 1/2" RIGID FOAM AND NEW 5/8" THICK GWB. FINISH WILL BE LEVEL 5. PAINT TO MATCH BUILDING 2023.
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25
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FURNISH AND INSTALL NEW PAINT ON INTERIOR WALLS. PAINT TO MATCH BUILDING 2023.
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26
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EXTEND ALL DATA, POWER OUTLETS FLUSH TO NEW GYPSUM WALL BOARD .
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27
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PROVIDE/INSTALL NEW SOLID SURFACE WINDOW SILLS. COLOR TO BE SELECTED BY OWNER. (TYP.)
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28
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FURNISH/INSTALL NEW SPRAY FOAM INSULATION TO UNDERSIDE OF EXISTING ROOF DECK. R-30 OR HIGHER EQUIVALENT.
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29
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PROVIDE AND INSTALL 2" WHITE PLASTIC WINDOW BLINDS..
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30
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PROVIDE AND INSTALL NEW PAINTED PRESSURE TREATED 2X4 BASE BOARDS. MATCH INSTALLATION AS PER BUILDING 2023.
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(CONTINUED)
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25
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26
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27
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24
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13
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RE-INSTALL CABLE CONNECTION BOX AND WIRING AFTER COMPLETION OF NEW STUCCO WORK.
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19
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20
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20
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2
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19
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11
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1
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11
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11
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RE-INSTALL EXIST'G. LIGHT FIXTURES OR FIRE ALARM DEVICES AFTER COMPLETION OF NEW STUCCO WORK.
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5
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11
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14
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(TYP.)
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5
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20
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5
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5
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5
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20
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11
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11
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11
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ON CONCRETE BLOCK WALLS; CLEAN BLOCK WALLS TO RECEIVE NEW 36" HIGH WAINSCOT AND STUCCO OVER SELF-FURRING METAL LATH OVER VAPOR BARRIER. ON BUILDINGS WITH WOOD SIDING; REPLACE DAMAGED SIDING, FUR WALL OUT EVEN WITH ADJACENT CONCRETE BLOCK WALL IF NECESSARY AND INSTALL NEW STUCCO OVER METAL LATH OVER VAPOR BARRIER. NEW STUCCO SHALL EXTEND FROM TOP OF PRECAST CAP UP TO EXISTING SOFFIT.
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ATTIC
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ACCESS
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ABOVE
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2
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2
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D
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CONSULTANTS
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5
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4
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B
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DATE
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MARK
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2004A
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ISSUE:
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A
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CHECKED BY:
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PROJECT NO:
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DRAWN BY:
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SHEET TITLE
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DESCRIPTION
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SHEET NUMBER
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5
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2
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1
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1
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NOTES
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ALS
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WHB
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FEBRUARY 11, 2020
EXTERIOR ELEVATIONS
A101A
FLOOR PLAN AND
FLOOR PLAN C1
SOUTH ELEVATIONA1
NORTH ELEVATIONB1
EAST ELEVATIONA4
WEST ELEVATIONB4
BUILDING 2016
GENERAL NOTES
CONSTRUCTION KEY NOTES
CONSTRUCTION KEY NOTES CBJTC RemodelBarracks FAC 2014and 2016Camp Blanding, Florida
Project No. 219047
CONSTRUCTION DOCUMENTS
for
Department of MilitaryAffairsFlorida
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2021
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A1
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A103
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A3
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A103
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2021
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A1
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A103
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A3
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A103
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A4
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A103
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A102.DWG
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SCALE: 3/8" = 1'-0"
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SCALE: 3/16" = 1'-0"
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SCALE: 3/16" = 1'-0"
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SCALE: 3/16" = 1'-0"
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SCALE: 3/16" = 1'-0"
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1
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2
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3
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2
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3
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2
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3
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2
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3
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2
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3
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2
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3
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2
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3
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2
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2
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3
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2
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3
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2
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3
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4
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4
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5
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6
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8
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4
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11
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11
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12
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12
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5
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6
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7
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8
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4
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GRADE
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4
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12
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4
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12
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4
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12
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4
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12
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GRADE
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GRADE
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GRADE
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SIM.
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SIM.
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SIM.
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2
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3
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2
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3
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2
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3
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SIM.
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SIM.
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11
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11
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2
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2
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2
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32
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16
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16
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32
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?
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2
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2
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17
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17
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18
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EXIST.
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WALK
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18
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4. THE DRAWINGS ARE GRAPHIC REPRESENTATIONS OF EXISTING CONDITIONS. DIMENSIONS,
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SIZES, QUANTITIES, AND LOCATIONS OF EXISTING CONDITIONS SHALL BE VERIFIED BY
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THE CONTRACTOR.
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5. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING HIS BID TO FAMILIARIZE
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HIMSELF WITH THE CONDITIONS AFFECTING HIS WORK.
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6. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS IN EXISTING
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MATERIALS AND/OR STRUCTURE WHICH WILL ADVERSELY AFFECT THE EXECUTION AND/OR
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QUALITY OF THE COMPLETED WORK.
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NORTH
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DURING REMOVAL OF CLERESTORY STRUCTURE/ROOFING, PROVIDE ALL NECESSARY SHORING, BRACING AND OTHER FRAMING AS MAY BE REQUIRED TO ENSURE STABILITY OF MAIN BUILDING ROOFING.
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1.
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ALL DEBRIS SHALL BE REMOVED AND DISPOSED OF OFF CBJTC PROPERTY.
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2.
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NO WORK REQUIRED INSIDE MECHANICAL ROOM.
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3.
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1
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CLOSE EXISTING (PARTIAL) WINDOW OPENING AND FRAME FOR NEW WINDOWS. CONSTRUCTION SHALL MATCH EXISTING MODIFIED EXTERIOR WALL. SEE SECTION B3/A103.
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3
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INSTALL NEW VINYL FRAMED, FIXED, INSULATED, LOW-E WINDOW.
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2
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LEVEL AND PATCH EXISTING SLAB AND APPLY SEALER.
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(APPLIES TO SHEETS A101 AND A101A)
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NEW STANDING SEAM METAL ROOFING OVER EXISTING ROOF DECKING. SEE ROOFING NOTES ON SHEET A102.
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4
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5
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NEW PRECAST CONCRETE CAP AROUND THE PERIMETER OF THE BUILDING.
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6
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NEW 4"x8"x16" SPLIT FACE BLOCK WAINSCOT WITH CORRUGATED GALVANIZED METAL WALL TIES AND WEEPS AT 48" MAX. O.C.
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7
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EXTEND EXISTING REINFORCED CONCRETE FOOTING OUT TO 8" BEYOND FACE OF NEW SPLIT FACE BLOCK. SEE ARCHITECTURAL DETAILS ON SHEET A103. TIE TO EXISTING FOOTING WITH #4 DOWELS AT 48" O.C. (DRILL AND GROUT INTO EXISTING FOOTING.
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8
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ADJUST/RE-INSTALL WALL MOUNTED CONDENSER RELATED EQUIPMENT AFTER COMPLETION OF NEW STUCCO WORK.
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9
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EXISTING GAS PIPING AND RELATED EQUIPMENT TO REMAIN IN PLACE AT BLOCK WAINSCOT. STOP BLOCK WAINSCOT ACCORDINGLY FOR SERVICING.
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10
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11
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EXISTING HOSE BIBB TO REMAIN IN PLACE. STOP BLOCK WAINSCOT AROUND AS NECESSARY.
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13
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RE-INSTALL EXISTING BUILDING NUMBER SIGN AFTER COMPLETION OF NEW STUCCO WORK.
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12
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EXISTING PRE-FINISHED ALUMINUM FASCIA.
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14
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EXISTING PRE-FINISHED ALUMINUM SOFFIT.
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15
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INFILL PARTIAL OPENING IN WALL AFTER REMOVAL OF EXISTING WINDOW. PREPARE OPENING TO RECEIVE NEW WINDOW AS DESCRIBED IN CONSTRUCTION KEY NOTE 11. AND SIM. TO SECTION A3/A103.
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16
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INSTALL S.S. BLANK PLATE OVER EXISTING SCREEN DOOR STRIKE OPENING ON DOOR FRAME. PAINT NEW STEEL DOOR AND FRAME.
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17
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PROVIDE NEW 4" THK. MIN. (WITH 8X8 TURNED DOWN EDGE) CONC WALK WITH BROOM FINISH. SLOPE AWAY FROM BUILDING AND DOOR AND FEATHER FLUSH INTO ADJACENT EXISTING CONCRETE WALK. PROVIDE 1/2" EXPANSION JOINT MATERIAL BETWEEN NEW AND EXISTING WALKS/SLABS.
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18
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INSTALL NEW VINYL FRAMED, FIXED, INSULATED, LOW-E WINDOW.
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REINSTALL EXISTING FIRE EXTINGUISHER/MTG. BRACKET AT COMPLETION OF NEW PAINTING WORK.
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19
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INSTALL NEW HOLLOW METAL DOOR AND NEW 'BEST' LEVER HANDLE, HARDWARE AND CORES. PAINT TO MATCH EXTERIOR DOORS ON BUILDING 2023.
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20
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INSTALL NEW HOLLOW METAL DOOR AND FRAME. PROVIDE AND INSTALL NEW LOCKSET IN ACCORDANCE WITH CBJTC DESIGN CRITERIA. PAINT TO MATCH INTERIOR DOORS ON BUILDING 2023.
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21
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INSTALL NEW WALL MOUNTED EXIT LIGHT ABOVE DOOR. CONNECT TO EXISTING POWER. EXTEND BOX FLUSH WITH NEW GYPSUM WALL BOARD.
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22
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23
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PATCH AND PAINT CEILING TO MATCH CEILING IN BUILDING 2023.
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24
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INSTALL NEW 1 5/8" METAL FRAMING ON INSIDE OF EXTERIOR WALLS. INSTALL NEW 1 1/2" RIGID FOAM AND NEW 5/8" THICK GWB. FINISH WILL BE LEVEL 5. PAINT TO MATCH BUILDING 2023.
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25
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FURNISH AND INSTALL NEW PAINT ON INTERIOR WALLS. PAINT TO MATCH BUILDING 2023.
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26
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EXTEND ALL DATA, POWER OUTLETS FLUSH TO NEW GYPSUM WALL BOARD .
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27
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PROVIDE/INSTALL NEW SOLID SURFACE WINDOW SILLS. COLOR TO BE SELECTED BY OWNER. (TYP.)
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28
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FURNISH/INSTALL NEW SPRAY FOAM INSULATION TO UNDERSIDE OF EXISTING ROOF DECK. R-30 OR HIGHER EQUIVALENT.
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29
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PROVIDE AND INSTALL 2" WHITE PLASTIC WINDOW BLINDS..
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30
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PROVIDE AND INSTALL NEW PAINTED PRESSURE TREATED 2X4 BASE BOARDS. MATCH INSTALLATION AS PER BUILDING 2023.
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(CONTINUED)
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25
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26
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27
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29
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24
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13
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31
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31
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RE-INSTALL CABLE CONNECTION BOX AND WIRING AFTER COMPLETION OF NEW STUCCO WORK.
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19
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20
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20
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2
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19
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11
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1
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24
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11
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11
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32
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RE-INSTALL EXIST'G. LIGHT FIXTURES OR FIRE ALARM DEVICES AFTER COMPLETION OF NEW STUCCO WORK.
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5
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11
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14
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15
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(TYP.)
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5
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20
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5
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5
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5
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20
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11
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11
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11
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11
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11
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11
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11
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11
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11
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11
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11
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32
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ON CONCRETE BLOCK WALLS; CLEAN BLOCK WALLS TO RECEIVE NEW 36" HIGH WAINSCOT AND STUCCO OVER SELF-FURRING METAL LATH OVER VAPOR BARRIER. ON BUILDINGS WITH WOOD SIDING; REPLACE DAMAGED SIDING, FUR WALL OUT EVEN WITH ADJACENT CONCRETE BLOCK WALL IF NECESSARY AND INSTALL NEW STUCCO OVER METAL LATH OVER VAPOR BARRIER. NEW STUCCO SHALL EXTEND FROM TOP OF PRECAST CAP UP TO EXISTING SOFFIT.
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ATTIC
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ACCESS
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ISSUE:
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DESCRIPTION
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FEBRUARY 11, 2020
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3
ROOF PLAN
A102
C1
TYPICAL BUILDING
TYPICAL BUILDING ROOF PLAN
ROOFING NOTES
EXTERIOR FINISH SPECIFICATIONS
INTERIOR FINISH SPECIFICATIONS
AND FINISH SPECIFICATIONS
CBJTC RemodelBarracks FAC 2014and 2016Camp Blanding, Florida
Project No. 219047
CONSTRUCTION DOCUMENTS
for
Department of MilitaryAffairsFlorida
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A102.DWG
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SCALE: 3/16" = 1'-0"
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NORTH
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WEATHERHEAD AT SERVICE ENTRANCE BUILDING 2019
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EXISTING GAS VENTS
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FACE OF BUILDING BELOW
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NEW PRE-FINISHED METAL RIDGE CAP
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NEW PRE-FINISHED STANDING SEAM METAL ROOFING
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(TYPICAL)
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4
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12
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4
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12
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4
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INSTALL 24 GA. STANDING SEAM METAL ROOF PANELS AND DRIP EDGE TRIM. FINISH: KYNAR 500 FINISH / COLOR: SIERRA TAN PANEL DESCRIPTION: 16 1/2" WITH STRIATION. APPROVED MANUFACTURERS: GULF COAST SUPPLY - GULFSTREAM HIDDEN SCREW METAL ROOF SYSTEM AND BERRIDGE MANUFACTURING CO-CEE LOCK. UNDERLAYMENT SHALL BE GRACE ICE AND WATER SHEILD OR EQUAL. ALL DEBRIS SHALL BE REMOVED AND DISPOSED OF OFF OF CBJTC PROPERTY BY CONTRACTOR.
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2.
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3.
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WEATHERHEAD AT SERVICE ENTRANCE BUILDING 2018
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MATERIALS
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STANDING SEAM METAL ROOFING
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MANUFACTURER
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COLOR
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GULF STREAM / BERRIDGE ROOFING
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ALUMINUM WITH KYNAR FINISH
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SIERRA TAN
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WALL PAINT
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SHERMAN WILLIAMS
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ALL AREAS, U.O.N.
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REFER TO CUSTOM COLOR MIX.
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WINDOWS
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PELLA WINDOWS, OR EQUAL
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VINYL FIXED
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WHITE
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EXTERIOR METAL DOORS
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CURRIES, OR EQUAL
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HOLLOW METAL DOORS
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PAINT TO MATCH BLDG 2023
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(FACTORY PRIME / FIELD PAINT)
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SPLIT-FACE BLOCK
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A-1 BLOCK
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S-115
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PRECAST STONE CAP
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TABBYSTONE, OR EQUAL
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LATTE SMOOTH/WET
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MATERIALS
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CEILING PAINT
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MANUFACTURER
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COLOR
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SHERMAN WILLIAMS
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UNLESS OTHERWISE NOTED (U.O.N.)
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CEILING WHITE
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SOLID SURFACE
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AS DIRECTED BY OWNER
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AS DIRECTED BY OWNER
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INTERIOR WOOD DOORS
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EXISTING WOOD DOOR AND FRAME
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PAINT TO MATCH BLDG. 2023
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INTERIOR METAL DOORS
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CURRIES, OR EQUAL
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PAINT TO MATCH BLDG. 2023
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(PAINT DOOR AND FRAME)
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(PAINT BARRACKS SIDE ONLY)
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WALL PAINT
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SHERMAN WILLIAMS
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UNLESS OTHERWISE NOTED (U.O.N.)
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SW6106 - KILIM BEIGE
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ALL AREAS, (U.O.N.)
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ALL DRYWALL CEILINGS, (U.O.N.)
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D
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CONSULTANTS
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C
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DESCRIPTION
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FEBRUARY 11, 2020
PARTIAL BUILDING
A103
SECTION AT WINDOWA3SECTION THRU EXISTING CMU WALLA1 WOOD FRAMING / WOOD SIDINGA4
SECTIONSSECTION THRU EXISTING
CBJTC RemodelBarracks FAC 2014and 2016Camp Blanding, Florida
Project No. 219047
CONSTRUCTION DOCUMENTS
for
Department of MilitaryAffairsFlorida
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CONC. FOOTING
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EXTEND
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SINGLE GLAZED
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FIXED WINDOW
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CONC. LINTEL
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NEW PRECAST
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CAULK CONT.
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(INSIDE) FULL PERIMETER
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SEALANT CONT.
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ALUMINUM SILL FLASHING
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SET IN FULL BED OF SEALANT
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(OUTSIDE)
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CAULK CONT.
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(INSIDE) FULL PERIMETER
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SEALANT CONT.
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BEYOND
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(OUTSIDE)
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8" CMU WALL
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NEW. P.T. 2X4 PAINTED
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EXIST. CMU WALL
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NEW STUCCO FINISH OVER
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METAL RIDGE CAP
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NEW PRE-FINISHED
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OVER NEW 'GRACE' ICE AND WATER SHIELD
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NEW STANDING SEAM METAL ROOFING
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AND ROOFING, INCLUDING STRUCTURE
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REMOVE COMPLETE CLERESTORY/MONITOR
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THICKNESS TO MATCH EXISTING
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NEW EXTERIOR PLYWOOD SHEATHING.
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EXISTING MAIN ROOF STRUCTURE
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OVER NEW 'GRACE' ICE AND WATER SHIELD
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NEW STANDING SEAM METAL ROOFING
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OVER NEW 'GRACE' ICE AND WATER SHIELD
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NEW STANDING SEAM METAL ROOFING
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OVER EXISTING ROOF SHEATHING
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PATCH ALL CRACKS AND SEAL
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EXISTING CONCRETE SLAB
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1#4 CONT. AND
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REINFORCE WITH
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GROUTED IN PLACE
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1#4 DRILLED AND
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AT 48" O.C.
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HOLES AT 32" O.C.
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PROVIDE WEEP
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CONCRETE CAP
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NEW PRECAST
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METAL LATH OVER
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(FROM UNDERSIDE OF
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SOFFIT TO TOP OF
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FOOTING)
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NEW. 2X4 BASE
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EXIST. CMU WALL
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NEW 5/8" THK. GYP. BOARD
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ON NEW 1 5/8" METAL
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PATCH ALL CRACKS AND SEAL
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EXISTING CONCRETE SLAB
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FURRING WITH 1 1/2" RIGID
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ON NEW 1 5/8" METAL
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CONC. FOOTING
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EXTEND
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1#4 CONT. AND
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REINFORCE WITH
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GROUTED IN PLACE
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1#4 DRILLED AND
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AT 48" O.C.
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SPLIT-FACE BLOCK
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NEW 4"x8"x16"
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WAINSCOT
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1" AIR SPACE
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HOLES AT 32" O.C.
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PROVIDE WEEP
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SPLIT-FACE BLOCK
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NEW 4"x8"x16"
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WAINSCOT
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1" AIR SPACE
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PATCH AND PAINT
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EXISTING CEILING
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NEW SOLID SURFACE
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WINDOW SILLS
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NEW 5/8" GYP. BOARD
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ON METAL FURRING
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NEW 5/8" THK. GYP. BOARD
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ON NEW 1 5/8" METAL
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FURRING WITH 1 1/2" RIGID
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ON NEW 1 5/8" METAL
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WOOD BASE
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EXISTING DIAGONAL WOOD
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BRACING PAINT TO MATCH
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NEW WALL PAINT/FINISH
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PATCH AND PAINT
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EXISTING CEILING
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SELF-FURRING METAL
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NEW STUCCO
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FINISH TURN
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FINISH TURN
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FULL PERIMETER
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FLASHING OVER
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NEW METAL DRIP EDGE
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EXISTING TO MATCH
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NEW ROOFING COLOR
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FULL PERIMETER
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LATH OVER VAPOR BARRIER
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EXTEND VAPOR BARRIER
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OVER SELF-FURRING
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NEW STUCCO FINISH
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(AT ALL WINDOWS)
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NEW SPRAY FOAM INSULATION
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SEE CONSTRUCTION KEY NOTE 28
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ON SHEET A101
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NEW SPRAY FOAM INSULATION
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SEE CONSTRUCTION KEY NOTE 28
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ON SHEET A101
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EXISTING DIAGONAL WOOD
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BRACING PAINT TO MATCH
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NEW WALL PAINT/FINISH
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VERIFY
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CONFIRM DIMENSION OF WINDOWS ON WEST ELEVATION
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VERIFY
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EXIST. ROOF STRUCTURE
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EXIST. ROOF STRUCTURE
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FROM SOFFIT TO FOOTING
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VAPOR BARRIER.
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(EXTEND VAPOR BARRIER
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FLASHING OVER
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NEW METAL DRIP EDGE
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EXISTING TO MATCH
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NEW ROOFING COLOR
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CLOSE OPENING IN EXISTING ROOF WITH
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REPLACE ANY
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CONC. LINTEL
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PATCH ALL CRACKS AND SEAL
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NEW PRECAST
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NEW. PT 2X4 PAINTED
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EXIST. CMU WALL
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EXISTING CONCRETE SLAB
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CONC. FOOTING
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EXTEND
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1#4 CONT. AND
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REINFORCE WITH
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GROUTED IN PLACE
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1#4 DRILLED AND
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AT 48" O.C.
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WOOD BASE
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NEW 5/8" THK. GYP. BOARD
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ON NEW 1 5/8" METAL
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FURRING WITH 1 1/2" RIGID
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INSULATION. (EXTEND RIGID
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VERIFY
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DAMAGED WOOD
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SIDING. FUR WALL
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EVEN TO EXT. FACE OF
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ADJACENT CONC.
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BLOCK WALL IF/
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WHERE NECESSARY
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PATCH AND PAINT
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EXISTING CEILING
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EXISTING DIAGONAL WOOD
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BRACING PAINT TO MATCH
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NEW WALL PAINT/FINISH
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OVER NEW 'GRACE' ICE AND WATER SHIELD
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NEW STANDING SEAM METAL ROOFING
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OVER EXISTING ROOF SHEATHING
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FLASHING OVER
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NEW METAL DRIP EDGE
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EXISTING TO MATCH
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NEW ROOFING COLOR
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EXISTING METAL
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FASCIA AND SOFFIT
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TO REMAIN
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NEW STUCCO FINISH
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OVER SELF-FURRING
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METAL LATH OVER
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VAPOR BARRIER.
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FROM UNDERSIDE OF
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SOFFIT TO TOP OF
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CONC FOOTING)
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NEW SPRAY FOAM INSULATION
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SEE CONSTRUCTION KEY NOTE 28
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ON SHEET A101
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INSULATIONUP TO UNDERSIDE
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OF EXISTING ROOF DECK
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EXIST. ROOF STRUCTURE
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(EXTEND VAPOR BARRIER
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1" AIR SPACE
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HOLES AT 32" O.C.
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PROVIDE WEEP
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SPLIT-FACE BLOCK
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NEW 4"x8"x16"
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WAINSCOT
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A103.DWG
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SCALE: 1" = 1'-0"
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SCALE: 1" = 1'-0"
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SCALE: 1" = 1'-0"
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D
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CONSULTANTS
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C
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5
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4
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B
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ISSUE:
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A
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DRAWN BY:
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DESCRIPTION
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5
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FEBRUARY 11, 2020
AND WIND LOADS
S101
ROOF PLAN - WIND PRESSURE DIAGRAMC2
ROOF PLAN-WIND PRESSURES
DESIGN CRITERIA
II
1 2 3
COMPONENTS & CLADDING & WIND LOADS
SURESH R. PATEL, P.E.
BUILDING 2014 and 2016
CBJTC RemodelBarracks FAC 2014and 2016Camp Blanding, Florida
Project No. 219047
CONSTRUCTION DOCUMENTS
for
Department of MilitaryAffairsFlorida
AutoCAD SHX Text
S101.DWG
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SCALE: 3/16" = 1'-0"
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FACE OF BUILDING BELOW
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NORTH
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ZONE UPLIFT PRESSURES
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ALL MATERIALS AND ITS ATTACHMENT TO THE STRUCTURE SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING CRITERIA AS DEFINED BY THE FLORIDA BUILDING CODE SIXTH EDITION (2017) AND ASCE 7-10. WIND LOADS ULTIMATE WIND SPEED.........................Vult = 130 MPH Vasd = 102 MPH BUILDING RISK CATEGORY....................II EXPOSURE CATEGORY........................."C" ENCLOSURE.........................................ENCLOSED INTERNAL PRESSURE COEFFICIENT.......±0.18ROOF PITCHED.....................................4:12
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10 S.F. OR LESS
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50 S.F.
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100 S.F.
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500 OR LARGER
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ROOF PRESSURES (PSF)
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ZONE
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EFFECTIVE WIND AREA
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+16 -37
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+16 -35
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+16 -34
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+16 -34
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+16 -51
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+16 -51
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+16 -51
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+16 -51
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+16 -57
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+16 -57
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+16 -73
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+16 -73
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NOTES: : 1. 'a' = 3'-0" 'a' = 3'-0" 2. THE STRUCTURE IS NOT LOCATED WITHIN A WIND-BORNE DEBRIS REGION. THE STRUCTURE IS NOT LOCATED WITHIN A WIND-BORNE DEBRIS REGION. NOT LOCATED WITHIN A WIND-BORNE DEBRIS REGION. LOCATED WITHIN A WIND-BORNE DEBRIS REGION. WIND-BORNE DEBRIS REGION. . 3. DESIGN PRESSURE VALUES FOR OTHER EFFECTIVE TRIBUTARY AREAS SHALL BE LINEARLY DESIGN PRESSURE VALUES FOR OTHER EFFECTIVE TRIBUTARY AREAS SHALL BE LINEARLY INTERPOLATED BETWEEN VALUES SHOWN. 4. DESIGN PRESSURES ARE ULTIMATE VALUES AND SHALL BE USED WITH LOAD COMBINATIONS DESIGN PRESSURES ARE ULTIMATE VALUES AND SHALL BE USED WITH LOAD COMBINATIONS PER ASCE 7-10.
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OVERHANG
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ZONE (3)
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-76
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-124
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-76
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-99
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-76
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-86
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-76
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-86
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'a' = 3'-0"
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OH (2)
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OH (2)
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3
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3
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2
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1
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1
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OH (2)
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OH (2)
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3
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3
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3
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'a'
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'a'
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'a'
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'a'
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OH (3)
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OH (3)
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OH (3)
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CONSULTING ENGINEER
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2955 HARTLEY ROAD SUITE 104
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JACKSONVILLE, FLORIDA 32257
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FLORIDA P.E. NO. 17888
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4:12
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EAVE HEIGHT 8'-6" +/-
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SLOPE
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4:12
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SLOPE
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ZONE (2)
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4:12
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SLOPE
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4:12
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SLOPE
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5
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ISSUE:
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A
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DRAWN BY:
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DESCRIPTION
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5
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3
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FEBRUARY 11, 2020