operation fix it - roof upgrades westmoor middle school
TRANSCRIPT
Prepared By
3040 Riverside Drive, Suite 132 Columbus, Ohio 43221
JL Bender, Inc., Architects and Planners
Operation Fix It - Roof Upgrades
WESTMOOR MIDDLE SCHOOL
3001 Valleyview Drive Columbus, Ohio 43204
Project No.: CCS 17028
Prepared for
COLUMBUS CITY SCHOOLS
DEPARTMENT OF BUILDING AND GROUNDS
889 East 17th Avenue, Columbus, Ohio 43211
PROJECT NO: 17001-19
T
ETS
ST
IGER
A
JAMES
L.
BENDER
4762
O
ETIHDER CRA
TC
H I
FE O O
A0-0
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Top and Bottom
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NS
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Non Slip
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DEM
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Demolish/Demolition
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SYMBOLS
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Pound Per Square Inch
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Radius/Riser/Resilient/
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Recptacle, Reception
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Reinforce(d) (ing) (ment)
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Pounds Per Square Foot
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Overhead/Overhang
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Paragraph/Parapet
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Outside Diameter(Dim.)
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PHOTO
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X/XX-X
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X/XX-X
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PHOTO
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EL=X'-X"
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2
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EXTENTS OF NEW
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POLYISOCYANURATE
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SADDLE
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ROOFING PILES
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RIGID INSULATION
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BALLAST
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H
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2
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2
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A7.1
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INDICATIONS
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Framing
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Air Conditioning
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Full Size/Floor Sink
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Foot/Feet
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Fixed
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General Contractor
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General/Generator
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Hollow Core
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Gypsum
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Ground
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Gauge/Gage
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Galvanized
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Hot and Cold Water
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Hook Strip/High Strength
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Heating/Ventilation/
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Hollow Metal
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Hardware
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Height
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Header
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Hollow Core Wood/
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Equal
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Elevator/Elevation
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Electric(al)
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Equipment
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Estimate(d)
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Et Cetera
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Each Way
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Engineer
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Exposed/Expansion
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Exhaust
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Exterior
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Existing
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Examination/Examining
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Fabricate/fabricator/fabric
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Finish(ed)
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Flashing
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Expansion Joint
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Each
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Division/Divider
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Dowel
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Down
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Diameter
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Diagonal
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Dimension
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HDR
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HDWR
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HGT(HT)
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HVAC
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HM
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HS
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EXP
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GA
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GALV
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GC
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HCW
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GND
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GYP
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GEN
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FRAM(G)
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FXD
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FLASH
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FAB
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FIN
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EXT
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FS
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FT
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ELEC
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EXIST(E)
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EXAM
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EXH
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ENGR
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EQUIP
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ETC
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EST
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ELEV
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EW
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EQ
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DIV
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DIM
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DIA
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DIAG
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DWL
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EA
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EJ
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DN
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REG
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Regulator/Reglet/
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WOOD FRAMING
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BLOCKING
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PLYWOOD
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SHIM OR
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BRICK
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STEEL
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POURED CONCRETE
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CLAY TILE DECK
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1
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2
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A7.1
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Register
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REINF
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A9.0
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1
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Computer Printer
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Quarter
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Quantity
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Preliminary
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Property
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Project(ion)
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Rectangular
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Reference
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Ridge Line
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Raditor/Radius
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Roof Drain/Road
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Polyvinly Chloride
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Prefabricate(d)
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Protect(ive) (ion)
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QUAN
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RECT
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RECEP
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RAD
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REF
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RD
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R
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PREFAB
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PRELIM
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PROT
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PROP
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PROJ
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PSI
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QTR
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PVC
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PSF
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Not to Scale
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On Center
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Open(ing)
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Panel
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Paint(ed)
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Pair, Printer
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Plywood
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Opposite
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Perpendicular
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Perimeter
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Particleboard
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Pre-Cast
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Prefabricate(d)
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Overflow Drain
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PLYWD
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PERIM
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PERP
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PFB
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PNL
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PNT
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PR
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PAR
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PBD
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PC
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OPN(G)
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OPP
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OH
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OFD
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OC
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NTS
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OD
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SHEET NUMBER TO FIND ELEV.
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INTERIOR ELEVATION MARK
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ROOF SLOPE HIGH TO LOW
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INDICATORS
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(SPECIFIC)
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L
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SPOT ELEVATION
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ELEVATION NUMBER
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(GENERAL)
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INDICATORS
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PHOTOGRAPHIC
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PHOTOGRAPHIC
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2
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Wide Flange (steel)
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WF
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Weather Proof
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Work Point/
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Waterproof(ing)/
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Without
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DETAIL REFERENCED TO DRAWINGS
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SHEET NUMBER TO FIND SECTION
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DEMOLITION CODED NOTE
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CONSTRUCTION CODED NOTE
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SHEET NUMBER TO FIND DETAIL
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DETAIL NUMBER
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REVISIONS
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WORK POINT OR
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ROOF ELEVATION
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SECTION
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SECTION NUMBER
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W/O
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WP
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Top of Concrete
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Temperature/Tempered/
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Temporary
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Top of Curb/
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Vapor Barrier
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Vestibule
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Ventilate/Ventilator
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Vertical
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Ventilation/
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Volume
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Vehicle
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Veneer
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Topping
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Top of Slab
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Top of Steel
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Thick(ness)
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Tempered Hardboard
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Laboratories, Inc.
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Unless Noted Otherwise
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Unit Ventilator
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Valley Line
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Underground
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Unit Heater
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Underwriters
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Unfinished
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Top of Wall
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Tongue and Groove
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Vapor
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Typical
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Through
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White Board/Wood Base
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Wainscot
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Window
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Wood
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Tempered Glass
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UNO
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W/
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WAIN
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WD
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WDW
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WB
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VEST
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VOL
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VERT
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With
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VAP
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VEH
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VEN
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VENT
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VB
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UTIL
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UV
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V
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Utility
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T/S
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UH
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UL
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UNFIN
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UG
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T/ST
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T/W
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TYP
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THK
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THRU
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TOP
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T&G
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THB
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T/C
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TEMP
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TG
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Lineal Foot/Linear Foot
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Inside Diameter(Dim.)
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Lag Bolt(s)/Pound(s)
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Concrete Masonry Unit
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Conduit/Condition
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Concrete
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Center
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Double
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Contractor
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Coordinator
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Continue/Continuous
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Construction
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Connect(ion)
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Combination/Combustible
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Compress(ed)/composite
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Anchor
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Bottom of Curb
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Board
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Building Line
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Building
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Automatic
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Architectural
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Approximate(ly)
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Center to Center
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Catch Basin
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Bench Mark/Beam
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Center Line/Clearance
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Ceramic Mosaic Tile
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Clear
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Control Joint
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Block (ing)
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Cast-in-Place (concrete)
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Above Reference Floor
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Adjustable/Adjacent
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Alternate/Alteration
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Aluminum
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Area Drain
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Addendum
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Additional
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ABBREVIATIONS
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CONC
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DBL
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CONTR
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COORD
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CONST
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CONT
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CTR
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COND
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CONN
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CMU
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COMB
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COMP
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CIP
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CLR
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CMT
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C/C
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CL
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CJ
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CB
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B/C
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ARCH
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ARF
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AUTO
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BLK
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BM
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BLDG
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BD
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BL
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ANCH
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APPROX
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ADDL
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ADD
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ADJ
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ALUM
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ALT
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AD
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Minimum
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Number
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Noncombustible
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Nominal
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Miscellaneous
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Membrane
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Mount (ed) (ing)
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Modification
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North
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Maintenance
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Masonry
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Maximum
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Member
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Mechnical
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Metal
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Masonry Opening
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Modular/Modified/
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Not in Contract
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Medical/Medium
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Manufacturer (ing)
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MMB
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NONCOM
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NO or #
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NIC
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NOM
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N
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MO
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MOD
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MT
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MAINT
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MECH
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MED
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MIN
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MISC
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MFR
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MET
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MAS
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MAX
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MBR
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Insulate(d) (ing)
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Interior
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Joist
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Joint
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Include(ing)
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Information
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that is
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Inch
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Lightweight
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Light (ing)
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Linear
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Installation/Install
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LT(G)
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LB(S)
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LF
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LIN
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LW
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JST
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JT
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INSUL
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INSTL
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IN
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INT
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INCL
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INFO
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ID
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ie
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Require(d)
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Rough Opening
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Solid Core
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Revision
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Reverse/Revised/
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Solid Core Wood
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Schedule
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Section
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Screen
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Round
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Roofing
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Support/supplement(al)
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Structural
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Surface
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Suspend(ed)
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Standard
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Storage
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Synthetic
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Symmetrical
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System
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Steel
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Stainless Steel
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Square Feet
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Sheet Metal
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Specification/specified
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Similar
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Special
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Street
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Station
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Sealer
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Sealant
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Sheet
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STOR
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STRUC
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SYM
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T&B
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SYN
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SYS
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SUPP
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SURF
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SUSP
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STD
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STL
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ST
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SST
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STA
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SM
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SPEC
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SNT
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SPL
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SCHED
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SF
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SIM
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SLR
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SHT
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SC
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SECT
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SCN
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SCW
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REQ(D)
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RND
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RO
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RFG
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REV
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X
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X
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%%UREVISIONS
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%%UDATE
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21 DECEMBER 2017
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16. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR THE CONTRACTOR AND SUBCONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTOR TO INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY MEASURES, PRECAUTIONS, AND PROGRAMS IN CONNECTION WITH THE WORK. 17. THE ARCHITECT, ENGINEERING CONSULTANTS, AND OWNER SHALL NOT BE RESPONSIBLE THE ARCHITECT, ENGINEERING CONSULTANTS, AND OWNER SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, PROCEDURES, TECHNIQUES, OR SEQUENCES OF CONSTRUCTION NOT HEREIN SPECIFIED. 18. ALL SYSTEMS PRODUCTS & IN-PLACE ASSEMBLIES SHALL BE IN FULL COMPLIANCE WITH ALL SYSTEMS PRODUCTS & IN-PLACE ASSEMBLIES SHALL BE IN FULL COMPLIANCE WITH THE REGULATIONS & REQUIREMENTS OF THE OBC, ANSI A117.1, AND THE AMERICANS W/ DISABILITIES ACT. 19. HOT AND COLD WEATHER PROTECTION SHALL BE PROVIDED BY THE CONTRACTOR IN HOT AND COLD WEATHER PROTECTION SHALL BE PROVIDED BY THE CONTRACTOR IN COMPLIANCE WITH THE INDIVIDUAL SPECIFICATION REQUIREMENTS. 20. SEPARATE ALL DISSIMILAR METALS TO PREVENT CORROSION CAUSED BY ELECTROLYTIC ACTION, OR OTHER CAUSES AS RECOMMENDED BY THE RESPECTIVE PRODUCT MANUFACTURER/ SUPPLIER. 21. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL CONDITIONS, BEFORE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL CONDITIONS, BEFORE PROCEEDING WITH ANY WORK. ALL DISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK. 22. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND COORDINATING ALL DEMOLITION THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND COORDINATING ALL DEMOLITION WITH EXISTING CONDITIONS AND PROPOSED NEW CONSTRUCTION. 23. ALL FLASHING MUST MEET THE MINIMUM STANDARD DETAILS AND PRACTICES OF SMACNA ALL FLASHING MUST MEET THE MINIMUM STANDARD DETAILS AND PRACTICES OF SMACNA AND OBC FOR THE PARTICULAR APPLICATION. 24. CONTRACTOR SHALL PROVIDE ALL NECESSARY MEASURES TO MAINTAIN A SAFE CONTRACTOR SHALL PROVIDE ALL NECESSARY MEASURES TO MAINTAIN A SAFE ENVIRONMENT FOR WORKERS, STUDENTS, AND STAFF. 25. ALL TAPERED INSULATION SADDLES ARE TO BE TWICE THE SLOPE OF THE ROOF THAT IT SETS ON OR AS SHOWN IN THE DRAWING. 26. NO FOOT TRAFFIC, MATERIALS STORAGE OF ANY OTHER KIND OF TRAFFIC WILL BE NO FOOT TRAFFIC, MATERIALS STORAGE OF ANY OTHER KIND OF TRAFFIC WILL BE ALLOWED ON ANY ROOF SURFACE THAT IS NOT BEING REPLACED AS A PART OF THIS PROJECT. ANY DAMAGE THAT RESULTS TO THESE ROOF AREAS WILL BE REPAIRED / REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. 27. THE CONTRACTOR IS TO HIRE A HAZARDOUS MATERIALS CONSULTANT TO TEST THE WORK AREA FOR HAZARDOUS MATERIALS. 28. CONTRACTOR SHALL ONLY INSTALL AS MUCH ROOFING AS CAN BE COMPLETED IN ONE CONTRACTOR SHALL ONLY INSTALL AS MUCH ROOFING AS CAN BE COMPLETED IN ONE DAY. AT THE END OF EACH DAY CONTRACTOR SHALL TEMPORARILY WEATHERPROOF (DRY-IN) AREA BETWEEN NEW AND OLD ROOF TO PREVENT ANY WATER OR SNOW INFILTRATION. 29. ALL WOOD BLOCKING SHALL BE FIRE TREATED PER SPECIFICATION SECTION 06 10 00 - 2.03 FIRE RETARDANT TREATMENT.
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1. ALL WORK MUST BE IN STRICT ACCORDANCE WITH ALL STATE AND LOCAL ALL WORK MUST BE IN STRICT ACCORDANCE WITH ALL STATE AND LOCAL CODES. REPORT ANY CONFLICTS OR INCONSISTENCIES TO THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK. 2. OBTAIN ANY MISSING DIMENSIONS AND INFORMATION FROM THE ARCHITECT OBTAIN ANY MISSING DIMENSIONS AND INFORMATION FROM THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS. 3. SOME DETAILS, SYSTEMS AND MEANS OF CONSTRUCTION ARE SHOWN SOME DETAILS, SYSTEMS AND MEANS OF CONSTRUCTION ARE SHOWN TYPICALLY FOR A SINGLE CONSTRUCTION DETAIL BUT ARE INTENDED TO BE USED WITH REASONABLE MODIFICATIONS BY THE CONTRACTOR TO APPLY TO ALL REMAINING SIMILAR DETAILS. 4. ALL CONTRACTORS SHOULD NOTE THAT A COMPLETE SET OF CONSTRUCTION ALL CONTRACTORS SHOULD NOTE THAT A COMPLETE SET OF CONSTRUCTION DOCUMENTS CONSISTS OF DRAWINGS, SPECIFICATIONS, CONTRACT, AND OBC BUILDING REGULATORY CODES. THE LEVEL OF WORK WILL BE THE GREATER STANDARDS IN THE EVENT OF A CONFLICT BETWEEN DOCUMENTS. 5. ALL DIMENSIONS ARE TO THE FACE OF FRAMING AND/OR C.M.U ALL DIMENSIONS ARE TO THE FACE OF FRAMING AND/OR C.M.U WALLS/PARTITION. FIELD VERIFY ALL ANGULAR WALL INTERSECTIONS. ALL MASONRY AND COMPOSITE WALLS ARE DIMENSIONED TO THEIR NOMINAL THICKNESS. 6. CONTRACTOR(S) SHALL FIELD VERIFY ALL DIMENSIONS. CONTRACTOR(S) SHALL FIELD VERIFY ALL DIMENSIONS. 7. IT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR SHOULD VISIT THE SITE IT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR SHOULD VISIT THE SITE PRIOR TO BIDDING TO DETERMINE THE ACTUAL SITE CONDITIONS. 8. ALL WOOD BLOCKING AND GROUNDS REQUIRED SHALL BE THE ALL WOOD BLOCKING AND GROUNDS REQUIRED SHALL BE THE RESPONSIBILITY OF THE ROOFING CONTRACTOR. 9. CUTTING AND PATCHING SHALL BE THE RESPONSIBILITY OF EACH CUTTING AND PATCHING SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR REQUIRING SUCH WORK. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF HIS OWN THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF HIS OWN WORK UNTIL FINAL ACCEPTANCE. ALL ASSEMBLIES ARE DESIGNED TO BE SELF SUFFICIENT WHEN IN PLACE AND SHOULD HAVE ANY MEANS NECESSARY OF TEMPORARY PROTECTION PRIOR TO FINAL COMPLETION. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL OF HIS/HER CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL OF HIS/HER SPOILS, CUTTINGS, DROPPINGS, EXCESS MATERIAL AND DEBRIS IN A LAWFULL MANNER AND ACCEPTABLE TO THE OWNER. 12. ALL MATERIAL AND COLOR SELECTION WILL BE FURNISHED BY THE ALL MATERIAL AND COLOR SELECTION WILL BE FURNISHED BY THE ARCHITECT. 13. FIELD VERIFY ALL DIMENSIONS REQUIRED FOR EQUIPMENT PRIOR TO FIELD VERIFY ALL DIMENSIONS REQUIRED FOR EQUIPMENT PRIOR TO INSTALLATION. COORDINATE WITH LAYOUT CONTRACTOR TO ACCOMODATE ACTUAL SIZES NEEDED. 14. A BUILDING PERMIT WILL BE OBTAINED BY THE ARCHITECT. ALL OTHER A BUILDING PERMIT WILL BE OBTAINED BY THE ARCHITECT. ALL OTHER PERMITS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 15. IF DETERIORATED ROOF DECK IS DETECTED, NOTIFY ARCHITECT BEFORE IF DETERIORATED ROOF DECK IS DETECTED, NOTIFY ARCHITECT BEFORE CONTINUING WORK.
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NO.
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A0-0
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3001 VALLEYVIEW DRIVE
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%%UGENERAL NOTES
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A0-0 TITLE SHEET TITLE SHEET A1-1 SITE PLAN DIAGRAM SITE PLAN DIAGRAM A1-2 SITE PHOTOS SITE PHOTOS A1-3 ROOF DEMOLITION PLAN ROOF DEMOLITION PLAN A1-4 ROOF DEMOLITION DETAILS ROOF DEMOLITION DETAILS A1-5 ROOF UPGRADE PLAN ROOF UPGRADE PLAN A1-6 ROOF UPGRADE DETAILS ROOF UPGRADE DETAILS
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1. BASED ON THE OHIO BUILDING CODE - 2017 EDITION BASED ON THE OHIO BUILDING CODE - 2017 EDITION 2. USE GROUP - "E - EDUCATIONAL" AND NOT CHANGED BY USE GROUP - "E - EDUCATIONAL" AND NOT CHANGED BY THIS WORK 3. CONSTRUCTION TYPE - ASSUMED TO BE TYPE II-B CONSTRUCTION TYPE - ASSUMED TO BE TYPE II-B AND NOT CHANGED BY THIS ROOF REPLACEMENT 4. BUILDING AREA IS NOT CHANGED BY THIS WORK. BUILDING AREA IS NOT CHANGED BY THIS WORK. EXISTING ROOF AREA IS 45,321 SQUARE FEET (BASE BID). 5. MATERIALS SHALL MEET CLASS A REQUIREMENTS MATERIALS SHALL MEET CLASS A REQUIREMENTS 6. PARKING, ZONING, AND ADA REGULATIONS ARE NOT PARKING, ZONING, AND ADA REGULATIONS ARE NOT AFFECTED BY THIS ROOF REPLACEMENT
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%%UINDEX OF DRAWINGS
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BASE BID ROOF UPGRADE OF 45,321 SQUARE FOOT FLAT ROOF WITH AN ALTERNATE BID OF 40,066 SQUARE FEET. THE EXISTING ROOFING IS TO BE REMOVED TO THE DECKING. A NEW 3-PLY BUILT UP ROOF SYSTEM WITH COAL TAR PITCH AND GRAVEL BALLAST WILL BE INSTALED ALONG WITH ALL ASSOCIATED FLASHING, CURBS, DRAINS AND OTHER ITEMS CONTAINED IN THESE DOCUMENTS.
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%%UGENERAL SCOPE OF WORK
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%%UCODE INFORMATION
A1-1
SITE PLAN DIAGRAM
SHEET NUMBER
DRAWING
DATE
21 DECEMBER 2017
JLB PROJECT #17001-19
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WESTMOOR MIDDLE SCHOOL
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3001 VALLEYVIEW DR
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VALLEYVIEW DR
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WESTMOOR AVE
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ALTERNATE G-1 SHADED
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BASE BID
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LADDER TO BE
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INCLUDED IN
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BASE BID
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MAIN ENTRY
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PARKING LOT
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PARKING LOT
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BASEBALL FIELD
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COURTYARD
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ISSUE
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NOTE: OWNER SHALL PROVIDE LOCATIONS FOR STAGING
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OF MATERIALS AND LOCATION OF ROOFING KETTLES. ALL
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LOCATIONS MUST BE FENCED PER THE SPECIFICATIONS.
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THE CONTRACTOR WILL BE PERMITTED A KETTLE
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RELOCATION AS DESIGNATED BY THE OWNER.
A1-2
SITE PHOTOS
SHEET NUMBER
DRAWING
DATE
21 DECEMBER 2017
JLB PROJECT #17001-19
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ROOF FIELD
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A
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B
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EXHAUST VENT
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HEAT VENT
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A1-3
ROOF DEMOLITION
PLAN
SHEET NUMBER
DRAWING
DATE
21 DECEMBER 2017
JLB PROJECT #17001-19
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BASE BID
ALT. G-1
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CODED NOTES - EXISTING ROOF
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1 ROOF EDGE W/ METAL FASCIA AND CANT ROOF EDGE W/ METAL FASCIA AND CANT 2 PLUMBING VENT - VERIFY LOCATION PLUMBING VENT - VERIFY LOCATION 3 ROOF MOUNTED VENT ROOF MOUNTED VENT 4 CURB MOUNTED EXHAUST FAN CURB MOUNTED EXHAUST FAN 5 EXISTING ROOF MEMBRANE EXISTING ROOF MEMBRANE 6 VENT ON CURB WITH METAL ROOF VENT ON CURB WITH METAL ROOF 7 ABANDONED CURB ABANDONED CURB 8 16" HIGH X 6' +/- WIDE CLERESTORY WINDOW 16" HIGH X 6' +/- WIDE CLERESTORY WINDOW 9 EXPANSION JOINT WITH CANT EXPANSION JOINT WITH CANT 10 ROOF DRAIN ROOF DRAIN 11 METAL LOUVER IN MASONRY WALL METAL LOUVER IN MASONRY WALL 12 ROOF HATCH ROOF HATCH 13 HIGH WALL WITH FLASHING AND TERMINATION HIGH WALL WITH FLASHING AND TERMINATION BAR. 14 LOWER ENTRY ROOF WITH BARBED WIRE LOWER ENTRY ROOF WITH BARBED WIRE 15 EXHAUST FAN ON CURB ON ABANDONED CURB EXHAUST FAN ON CURB ON ABANDONED CURB 16 LADDER RUNGS IN MASONRY WALL TO LADDER RUNGS IN MASONRY WALL TO UPPER ROOF LEVEL 17 12" X 32" WATER STAINED MASONRY WALLS 12" X 32" WATER STAINED MASONRY WALLS 18 MISSING WOOD FASCIA UNDER EDGE METAL MISSING WOOD FASCIA UNDER EDGE METAL 19 CHINMEY DETACHED FROM ROOF CHINMEY DETACHED FROM ROOF 20 VENT ON CURB WITH GRATEVENT ON CURB WITH GRATE
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A. REFER TO THE DEMOLITION SECTION OF THE REFER TO THE DEMOLITION SECTION OF THE PROJECT MANUAL (SPECIFICATIONS) FOR INSTRUCTIONS ON REMOVAL AND DISPOSAL OF EXISTING MATERIALS. B. ALL VENTS, EQUIPMENT, MECHANICAL ALL VENTS, EQUIPMENT, MECHANICAL PENETRATIONS, CURBS, SKYLIGHTS, ETC. MUST BE THOROUGHLY CLEANED AND PREPARED FOR THE ROOF REPLACEMENT WORK. ALL ROOF PROJECTIONS TO BE RAISED TO A MINIMUM OF 8" ABOVE THE PROJECTED NEW ROOF. C. ALL BLOCKING IS SCHEDULED TO BE ALL BLOCKING IS SCHEDULED TO BE REPLACED WITH TREATED 2X BLOCKING UNLESS SPECIFICALLY NOTED TO REMAIN. REFER TO SPECIFICATION 06 10 00 - ROUGH CARPENTRY FOR DETAILS OF MATERIALS. D. THOROUGHLY INSPECT ALL MASONRY WHERE THOROUGHLY INSPECT ALL MASONRY WHERE NEW MASONRY FLASHING IS TO BE INSTALLED AT WALL OF HIGHER ROOF ELEMENTS. PROVIDE ANY LOCAL TUCKPOINTING REQUIRED FOR A SMACNA AND MANUFACTURER APPROVED INSTALLATION. SEAL AT COMPLETION OF WORK. E. PHOTOS ARE SHOWN TO GENERALLY PHOTOS ARE SHOWN TO GENERALLY FAMILIARIZE BIDDERS WITH CONDITIONS OF THE EXISTING ROOF. ALL PROSPECTIVE BIDDERS SHOULD VISIT THE SITE AND ASCERTAIN THE ACTUAL CONDITIONS PRIOR TO BIDDING. F. ANY EXTERIOR LIGHTING MOUNTED ON OR ANY EXTERIOR LIGHTING MOUNTED ON OR NEAR THE ROOF MUST BE KEPT IN WORKING ORDER AT ALL TIMES. G. REFER TO THE SITE PLAN DIAGRAM FOR REFER TO THE SITE PLAN DIAGRAM FOR STAGING LOCATIONS OF DUMPSTER, KETTLES AND MATERIAL. H. CUT BACK TREES 5' FROM ROOF EDGE. CUT BACK TREES 5' FROM ROOF EDGE. J. CLEAR ROOF OF ALL DEBRIS BEFORE THE CLEAR ROOF OF ALL DEBRIS BEFORE THE START AND UPON THE COMPLETION OF WORK. K. ALL RUSTED METAL ROOF PROJECTIONS TO BE ALL RUSTED METAL ROOF PROJECTIONS TO BE WIRE BRUSHED AND PAINTED AS REQUIRED.
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GENERAL NOTES
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A REMOVE METAL EDGE AND FLASHING MATERIAL. REMOVE METAL EDGE AND FLASHING MATERIAL. VERIFY CONDITION OF BLOCKING AND REMOVE ANY ROTTED MATERIAL. SEE DETAIL A/A1-4. B REMOVE FLASHING AT PLUMBING VENTS. CLEAN REMOVE FLASHING AT PLUMBING VENTS. CLEAN AND PREPARE FOR NEW. SEE DETAIL B/A1-4. C CLEAN MASONRY AT CHIMNEY OF ALL LOOSE CLEAN MASONRY AT CHIMNEY OF ALL LOOSE MORTAR AND MISC. JOINT INFILL MATERIAL. EXISTING LADDER TO REMAIN. D REMOVE VENT COVERS, SAVE TO REINSTALL. REMOVE VENT COVERS, SAVE TO REINSTALL. REMOVE ALL FLASHING MATERIAL AT EXHAUST MATERIAL AT EXHAUST FANS ON CURBS, ROOF MOUNTED VENTS, PREPARE FOR NEW. SEE DETAILS C & D/A1-4 E REMOVE ALL EXISTING ROOFING TO THE REMOVE ALL EXISTING ROOFING TO THE STRUCTURAL DECK AND PREPARE SURFACE FOR NEW. SEE CORE CUT SCHEDULE. SEE DETAIL E/A1-4 (SIM.) F REMOVE EXISTING CAP, CURB, FLASHING REMOVE EXISTING CAP, CURB, FLASHING SYSTEM AND FRAMING AT ABANDONED CURB. PREPARE TO INSTALL GYPSUM DECKING TO INSTALL GYPSUM DECKING TO MATCH EXISTING. SEE DETAIL E/A1-4. G REMOVE ALL CAULKING FLASHING AND REMOVE ALL CAULKING FLASHING AND TERMINATION BAR AT CLERESTORY WINDOW AND PREPARE FOR NEW. VERIFY WINDOW TO BE WATERTIGHT. SEE DETAIL F/A1-4. H REMOVE EXPANSION JOINT COVER, FLASHING REMOVE EXPANSION JOINT COVER, FLASHING AND ROOF SYSTEM. INSPECT BLOCKING AND REPLACE WITH SAME AS REQUIRED. SEE DETAIL G/A1-4. I REMOVE STRAINER AND PREPARE ROOF REMOVE STRAINER AND PREPARE ROOF DRAIN NEW INSERTS AT EACH DRAIN. SEE DETAIL H/A4-1. J REMOVE ALL CAULKING FLASHING AND REMOVE ALL CAULKING FLASHING AND TERMINATION BAR AT MASONRY OPENING FOR LOUVER AND PREPARE FOR NEW. SEE F/A1-4. K REMOVE ROOF HATCH ASSEMBLY AND REMOVE ROOF HATCH ASSEMBLY AND FLASHING MATERIAL AT CURB. VERIFY CONDITION OF BLOCKING AND REMOVE AS REQUIRED. SEE DETAIL H/A1-4. L REMOVE TERMINATION BAR, SEALANT AND REMOVE TERMINATION BAR, SEALANT AND FLASHING AT ALL HIGH WALLS AND SHORT WALLS AND PREPARE FOR NEW. SEE J/A1-4. M REMOVE BARBED WIRE, EDGE METAL AND REMOVE BARBED WIRE, EDGE METAL AND ROOFING MATERIAL TO STRUCTURAL DECK. SEE DETAIL K/A1-4. N REMOVE VENT COVER, CURB ON CURB AND REMOVE VENT COVER, CURB ON CURB AND ABANDONED CURB AND FLASHING. SEE DETAIL D/A1-4 (SIM.) O CUT OFF LADDER RUNGS ON EXISTING CUT OFF LADDER RUNGS ON EXISTING MASONRY WALL FLUSH WITH WALL. P CLEAN MASONRY AT WING WALLS OF ALL CLEAN MASONRY AT WING WALLS OF ALL LOOSE MORTAR AND MISC. JOINT INFILL MATERIAL. Q REMOVE ROTTED WOOD FRAMING AND FASCIA REMOVE ROTTED WOOD FRAMING AND FASCIA MATERIAL. PREPARE FOR NEW. SEE A/1-4 (SIM.) R REMOVE OPEN GRATE COVER AND FLASHING REMOVE OPEN GRATE COVER AND FLASHING FROM CURB. VERIFY WATER DAMAGE ON INTERIOR AND NOTIFY ARCHITECT. SEE DETAIL E/A1-4 (SIM.) S LADDER TO BE REPLACED. INCLUDE IN BASE LADDER TO BE REPLACED. INCLUDE IN BASE BID
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DEMOLITION CODED NOTES
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INFRARED PHOTO MARKER
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NUMBER IN MARKER REFERS TO PHOTO FILE NUMBER. I.E. PHOTO FILE NUMBER FLIR0023.JPG HAS MARKER NUMBER 23. SEE RAMP WEBSITE. 703 CURB AT GYM ROOF CURB AT GYM ROOF 723 EXPANSION JOINT BETWEEN AREAS J AND I EXPANSION JOINT BETWEEN AREAS J AND I 733 AREA H AT HIGH WALL AREA H AT HIGH WALL 739 EXPANSION JOINT BETWEEN AREAS H AND E EXPANSION JOINT BETWEEN AREAS H AND E 741 OVERVIEW AREA F OVERVIEW AREA F 743 HIGH WALL AREA F HIGH WALL AREA F 751 AREA F SOUTHEAST CORNER AREA F SOUTHEAST CORNER 787 OVERVIEW AREA E OVERVIEW AREA E 627 OVERVIEW AREA B OVERVIEW AREA B 637 HALLWAY AT AREA D HALLWAY AT AREA D 647 HIGH WALL AT AREA C HIGH WALL AT AREA C 653 OVERVIEW AREA C OVERVIEW AREA C 679 OVERVIEW AREA K OVERVIEW AREA K 687 OVERVIEW AREA LOVERVIEW AREA L
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CORE SAMPLE LOCATIONS AND ROOF COMPOSITION
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MEMBRANE, 1 " TAPERED EPS, BUILT UP ROOF, 12" TAPERED EPS, BUILT UP ROOF, PITCH, FIBERGLASS, 1" GYPSUM DECK MEMBRANE, 1 " TAPERED EPS, BUILT UP ROOF, 12" TAPERED EPS, BUILT UP ROOF, PITCH, FIBERGLASS, 1" GYPSUM DECK MEMBRANE, 2 " FIBERBOARD, 2" TAPERED 12" FIBERBOARD, 2" TAPERED EPS, BUILT UP ROOF, PITCH, FIBERGLASS, WOOD EDGE MEMBRANE, " EPS, BUILT UP ROOF, PITCH, 12" EPS, BUILT UP ROOF, PITCH, GRAVEL, F.G., GYPSUM DECK. MEMBRANE, " EPS, GRAVEL, BUILT UP ROOF, 12" EPS, GRAVEL, BUILT UP ROOF, PITCH, FIBERGLASS, 1" GYPSUM DECK BUILT UP ROOF, FELT, FLASHING MEMBRANE, 2 " TAPERED EPS, GRAVEL, 12" TAPERED EPS, GRAVEL, BUILT UP ROOF, PITCH, FIBERGLASS, 1" GYPSUM DECK MEMBRANE, 1 " EPS, GRAVEL, BUILT UP ROOF, 12" EPS, GRAVEL, BUILT UP ROOF, PITCH, FIBERGLASS, 1" GYPSUM DECK MEMBRANE, " EPS, GRAVEL, BUILT UP ROOF, 12" EPS, GRAVEL, BUILT UP ROOF, PITCH, FIBERGLASS, 1" GYPSUM DECK MEMBRANE, 1" EPS, GRAVEL, BUILT UP ROOF, PITCH, FIBERGLASS, 1" GYPSUM DECK MEMBRANE, 3" EPS, GRAVEL, BUILT UP ROOF, PITCH, FIBERGLASS, 1" GYPSUM DECK MEMBRANE, 3" EPS, GRAVEL, BUILT UP ROOF, PITCH, FIBERGLASS, 1" GYPSUM DECK MEMBRANE, " EPS, GRAVEL, BUILT UP ROOF, 12" EPS, GRAVEL, BUILT UP ROOF, PITCH, FIBERGLASS, GYPSUM DECK MEMBRANE, 3 PLY ORGANIC FELT MEMBRANE, " EPS, GRAVEL, BUILT UP ROOF, 12" EPS, GRAVEL, BUILT UP ROOF, PITCH, FIBERGLASS, GYPSUM DECK MEMBRANE, 3" EPS, GRAVEL, BUILT UP ROOF, PITCH, FIBERGLASS, 1" GYPSUM DECK MEMBRANE, 3" EPS, GRAVEL, BUILT UP ROOF, PITCH, FIBERGLASS, 1" GYPSUM DECK MEMBRANE, 3" EPS, GRAVEL, BUILT UP ROOF, PITCH, FIBERGLASS, 1" GYPSUM DECK
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BASE BID INCLUDES AREAS A, B, C, D, K, M, L ALTERNATE G-1 INCLUDES AREAS E, F, G, H, I
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PHASES OF WORK
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SCALE:
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ROOF DEMOLITION PLAN
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N.T.S.
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A1-3
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KEY PLAN
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DEMOLITION DETAILS
SHEET NUMBER
DRAWING
DATE
21 DECEMBER 2017
JLB PROJECT #17001-19
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REMOVE EXISTING 2 LAYERS OF METAL EDGE TRIM.
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EXISTING BLOCKING AND MASONRY WALL SYSTEM. REPLACE BLOCKING AS REQUIRED.
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EXISTING STRUCTURE
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EXISTING GYPSUM DECK SYSTEM TO REMAIN
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REMOVE MEMBRANE, TAPERED EPS, GRAVEL AND BUILT UP ROOF TO GYPSUM DECK.
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EXISTING 2 X FASCIA TRIM BOARD TO REMAIN. VERIFY CONDITION AND REPLACE AS REQ'D.
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REMOVE ROOFING MEMBRANE AND EPS
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REMOVE FLASHING AT WALL AND MASONRY OPENING
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REMOVE SEALANT AND TERMINATION BAR
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REMOVE SEALANT AND TERMINATION BAR
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EXISTING WINDOW UNIT TO REMAIN. VERIFY TO BE WATER TIGHT
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REMOVE EXPANSION JOINT COVER AND ASSEMBLY
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REMOVE FLASHING SYSTEM
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REMOVE COMPRESSED INSULATION
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REMOVE WOOD BLOCKING IF ROTTED.
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EXISTING GYPSUM DECK SYSTEM TO REMAIN
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EXISTING JOINT AT STRUCTURE
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REMOVE MEMBRANE AND EPS. SEE CORE CUT SCHEDULE.
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REMOVE PORTION OF DRAIN AS REQUIRED AND PREPARE FOR NEW OLYFLOW ROOF DRAIN INSERT
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REMOVE MEMBRANE, EPS, GRAVEL, BUILT UP ROOF AND FIBERGLASS TO GYPSUM DECK
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DRAIN BOWL TO REMAIN
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DRAIN LEADER TO REMAIN
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EXISTING GYPSUM DECK SYSTEM TO REMAIN.
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REMOVE HATCH SYSTEM AND DISCARD
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REMOVE ROOFING MEMBRANE AND EPS
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REMOVE ANY ROTTED WOOD AT CURB
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REMOVE FLASHING SYSTEM
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EXISTING GYPSUM DECK SYSTEM TO REMAIN.
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REMOVE GRAVEL, BUILT UP ROOF AND FIBERGLASS TO GYPSUM DECK. SEE CORE CUT SCHEDULE.
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REMOVE MASTIC AND ANCHOR BAR AT WALL AND PREPARE FOR NEW
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REMOVE COUNTER FLASHING AT WALL AND TUCKPOINT MASONRY JOINT AS REQUIRED
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REMOVE FLASHING SYSTEM AT WALL
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REMOVE WOOD BLOCKING IF ROTTED.
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EXISTING GYPSUM DECK SYSTEM TO REMAIN
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REMOVE MEMBRANE AND EPS. SEE CORE CUT SCHEDULE.
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REMOVE GRAVEL, BUILT UP ROOF AND FIBERGLASS TO EXISTING DECK.
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REMOVE EXISTING 2 LAYERS OF METAL EDGE TRIM.
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EXISTING BLOCKING AND MASONRY WALL SYSTEM. REPLACE BLOCKING AS REQUIRED.
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EXISTING STRUCTURE
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EXISTING GYPSUM DECK SYSTEM TO REMAIN
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REMOVE MEMBRANE, TAPERED EPS, GRAVEL AND BUILT UP ROOF TO GYPSUM DECK.
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EXISTING 2 X FASCIA TRIM BOARD TO REMAIN. VERIFY CONDITION AND REPLACE AS REQ'D.
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EXISTING VENT STACK TO REMAIN
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REMOVE BOOT OR FLASHING SYSTEM AT VENT PIPE
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REMOVE SEALANT AND PREPARE PIPE FOR NEW FLASHING SYSTEM
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TYP. - ALL PROJECTIONS
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EXISTING GYPSUM DECK SYSTEM TO REMAIN. SEE PLAN.
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REMOVE MEMBRANE AND EPS, SEE CORE CUT SCHEDULE.
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8' MIN.
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REMOVE GRAVEL, BUILT UP ROOF AND FIBERGLASS TO GYPSUM DECK. SEE CORE CUT SCHEDULE.
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REMOVE ROOFING MEMBRANE AND EPS
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REMOVE METAL EXHAUST FAN COVER. SAVE TO REPLACE.
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REMOVE ANY ROTTED WOOD AT CURB
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REMOVE FLASHING SYSTEM
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EXISTING GYPSUM DECK SYSTEM.
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REMOVE GRAVEL, BUILT UP ROOF AND FIBERGLASS TO GYPSUM DECK. SEE CORE CUT SCHEDULE.
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REMOVE COVER AND ENCLOSURE
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REMOVE INTERIOR FINISH
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REMOVE ROOFING MEMBRANE AND EPS
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REMOVE GRAVEL, BUILT UP ROOF AND FIBERGLASS TO EXISTING DECK.
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REMOVE WOOD AT CURB PERIMETER
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REMOVE FLASHING SYSTEM
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EXISTING GYPSUM DECK SYSTEM.
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REMOVE ROOFING MEMBRANE AND EPS
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REMOVE METAL EXHAUST FAN COVER. SAVE TO REPLACE.
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REMOVE FLASHING SYSTEM
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EXISTING GYPSUM DECK SYSTEM.
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REMOVE GRAVEL, BUILT UP ROOF AND FIBERGLASS TO GYPSUM DECK. SEE CORE CUT SCHEDULE.
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REMOVE EXISTING 2 LAYERS OF METAL EDGE TRIM.
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EXISTING BLOCKING AT ROOF EDGE. REPLACE AS REQUIRED.
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EXISTING DECK AND SUPPORT SYSTEM TO REMAIN
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REMOVE MEMBRANE, TAPERED EPS, GRAVEL AND BUILT UP ROOF TO DECK.
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EXISTING 2 X FASCIA TRIM BOARD TO REMAIN. VERIFY CONDITION AND REPLACE AS REQ'D.
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REMOVE BARBED WIRE AND BRACKETS AT ROOF EDGE.
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REMOVE MASTIC AND ANCHOR BAR AT WALL AND PREPARE FOR NEW
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REMOVE TERMINATION BAR AT WALL AND TUCKPOINT MASONRY JOINT AS REQUIRED
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REMOVE FLASHING SYSTEM AT WALL
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REMOVE WOOD BLOCKING IF ROTTED.
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EXISTING GYPSUM DECK SYSTEM TO REMAIN
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REMOVE MEMBRANE AND EPS. SEE CORE CUT SCHEDULE.
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REMOVE GRAVEL, BUILT UP ROOF AND FIBERGLASS TO EXISTING DECK.
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EXISTING LOUVER IN MASONRY OPENING TO REMAIN
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TERMINATION BAR, MASTIC AND FLASHING AT WALL TO BE REMOVED
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REV.
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ISSUE
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FLASHING DEMOLITION DETAIL
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EDGE METAL
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DEMOLITION DETAIL
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DEMOLITION DETAIL
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ENTRY DEMOLITION DETAIL
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DRAWING
DATE
21 DECEMBER 2017
JLB PROJECT #17001-19
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BASE BID
ALT. G-1
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NEW WORK CODED NOTES
AutoCAD SHX Text
A INSTALL NEW 22 GAUGE EDGE METAL WITH INSTALL NEW 22 GAUGE EDGE METAL WITH PROFILE SIMILAR TO EXISTING, COUNTER FLASHING AND ACCESSORY FLASHING PER MANUFACTURER'S WARRANTY GUIDELINES, SMACNA AND NRCA REQUIREMENTS. INSTALL ADDITIONAL WOOD BLOCKING AT PERIMETER AS NECESSARY TO PROVIDE PROPER HEIGHT FOR NEW METAL EDGE SYSTEM. WRAP FASCIA BOARD BELOW WITH METAL. SEE DETAIL A/A1-6. B PROVIDE NEW LEAD FLASHING AT ALL PROVIDE NEW LEAD FLASHING AT ALL PLUMBING VENTS. SEE DETAIL C TUCKPOINT AND SEAL CHIMNEY AS REQUIRED. TUCKPOINT AND SEAL CHIMNEY AS REQUIRED. D PROVIDE NEW BLOCKING AND FLASHING PROVIDE NEW BLOCKING AND FLASHING MATERIAL AT EXHAUST FANS ON CURBS AND NEW FLASHING AT ROOF MOUNTED VENTS. E REPLACE ANY DAMAGED DECKING AS REQ'D. REPLACE ANY DAMAGED DECKING AS REQ'D. INSTALL 2 LAYERS OF POLYISOCYANURATE INSULATION TO THE GYPSUM DECK TO ACHIEVE THICKNESS OF 4.25” WITH MECHANICAL WITH MECHANICAL FASTENERS AS REQUIRED. INSTALL A 3-PLY BUILT UP ROOF SYSTEM ON A LAYER OF ½” HIGH HIGH DENSITY WOOD FIBER BOARD IN HOT TYPE IV ASPHALT AT A RATE OF 25-30 POUNDS PER 100 SQUARE FEET. STAGGER ALL INSULATION SQUARE FEET. STAGGER ALL INSULATION JOINTS SO THAT AT NO POINT ARE 2 JOINTS CONTINUOUS. INSTALL A FLOOD COAT OF COAL TAR PITCH AT A RATE OF 6 GALLONS OR 60 LBS. PER 100 SQUARE FEET. EMBED #67 PEA GRAVEL INTO THE FRESH FLOOD COAT SURFACE AT A RATE OF 500 POUNDS PER 100 SQUARE FEET. RAKE THE FINAL APPLICATION OF GRAVEL TO A LEVEL, CLEAN SURFACE. F INSTALL GYPSUM DECKING AT ABANDONED INSTALL GYPSUM DECKING AT ABANDONED CURBS TO MATCH EXISTING. INSTALL ROOFING AS IN 'E' ABOVE FOR A FLUSH FINISH ON THE ROOF SURFACE. G VERIFY WINDOW TO BE WATERTIGHT. CAULK VERIFY WINDOW TO BE WATERTIGHT. CAULK MASONRY OPENING AT WINDOW. PROVIDE FLASHING AND TERMINATION BAR AT BASE OF WINDOW. SEE DETAIL X/A1-6. H REBUILD EXPANSION JOINT WITH NEW REBUILD EXPANSION JOINT WITH NEW BLOCKING, FLASHING, ROOFING AND COVER. SEE DETAIL X/A1-6 I INSTALL NEW OLYFLOW ROOF DRAIN INSERTS INSTALL NEW OLYFLOW ROOF DRAIN INSERTS AT EACH DRAIN LOCATION. PROVIDE COPPER OR STAINLESS STEEL GRAVEL GUARDS. ALL ROOF DRAINS TO RECEIVE 8' FROM CENTER TAPERED DRAIN SUMPS AND SADDLES IN THE DRAIN VALLEYS WHERE POSSIBLE. SEE DETAIL X/A1-6. J CAULK MASONRY OPENING AT LOUVER. CAULK MASONRY OPENING AT LOUVER. PROVIDE FLASHING AND TERMINATION BAR AT BASE OF LOUVER. SEE DETAIL X/A1-6. K PROVIDE NEW BLOCKING, FLASHING AND ROOF PROVIDE NEW BLOCKING, FLASHING AND ROOF HATCH ASSEMBLY AT EXISTING LOCATION. PROVIDE WALK PAD. L PROVIDE FLASHING, TERMINATION BAR AND PROVIDE FLASHING, TERMINATION BAR AND SEALANT AT ALL HIGH WALL AND SHORT WALL LOCATIONS. SEE DETAIL X/A1-6. M PROVIDE NEW METAL EDGE AND ROOFING AS PROVIDE NEW METAL EDGE AND ROOFING AS IN 'A' ABOVE. N PROVIDE NEW CURB AS REQUIRED FOR PROVIDE NEW CURB AS REQUIRED FOR EXISTING VENT AS IN 'D' ABOVE. INFILL ROOF AREA ADJACENT TO CURB AS IN 'E' ABOVE. O PAINT EXPOSED METAL FROM LADDER RUNGS PAINT EXPOSED METAL FROM LADDER RUNGS WITH RUST RESISTANT PAINT. PROVIDE NEW OSHA COMPLIANT LADDER ASSEMBLY IN SAME LOCATIONS. FLASH AND SEAL CONNECTORS AS REQUIRED. PROVIDE WALK PADS AT BASE AND TOP OF LADDER. SEE DETAIL X/A1-6. P PROVIDE WOOD BLOCKING AT TOP OF WALL PROVIDE WOOD BLOCKING AT TOP OF WALL WITH METAL COPING TO MATCH EDGE METAL. SEE DETAIL N/A1-6. Q INSTALL NEW 2 X FRAMING AND FASCIA INSTALL NEW 2 X FRAMING AND FASCIA MATERIAL AS REQUIRED AT ROOF EDGE. PROVIDE NEW METAL EDGE AS IN 'A' ABOVE. SEE DETAIL X/A1-6. R PROVIDE FLASHING AT CURB AND REINSTALL PROVIDE FLASHING AT CURB AND REINSTALL THE METAL FRAME FOR OPENING. COVER TO BE INSTALLED BY OWNER. S LADDER TO BE REPLACED. INCLUDE IN BASE LADDER TO BE REPLACED. INCLUDE IN BASE BID
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CODED NOTES - EXISTING ROOF
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1 ROOF EDGE W/ METAL FASCIA AND CANT ROOF EDGE W/ METAL FASCIA AND CANT 2 PLUMBING VENT - VERIFY LOCATION PLUMBING VENT - VERIFY LOCATION 3 ROOF MOUNTED VENT ROOF MOUNTED VENT 4 CURB MOUNTED EXHAUST FAN CURB MOUNTED EXHAUST FAN 5 EXISTING ROOF MEMBRANE EXISTING ROOF MEMBRANE 6 VENT ON CURB WITH METAL ROOF VENT ON CURB WITH METAL ROOF 7 ABANDONED CURB ABANDONED CURB 8 16" HIGH X 6' +/- WIDE CLERESTORY WINDOW 16" HIGH X 6' +/- WIDE CLERESTORY WINDOW 9 EXPANSION JOINT WITH CANT EXPANSION JOINT WITH CANT 10 ROOF DRAIN ROOF DRAIN 11 METAL LOUVER IN MASONRY WALL METAL LOUVER IN MASONRY WALL 12 ROOF HATCH ROOF HATCH 13 HIGH WALL WITH FLASHING AND TERMINATION HIGH WALL WITH FLASHING AND TERMINATION BAR. 14 LOWER ENTRY ROOF WITH BARBED WIRE LOWER ENTRY ROOF WITH BARBED WIRE 15 EXHAUST FAN ON CURB ON ABANDONED CURB EXHAUST FAN ON CURB ON ABANDONED CURB 16 LADDER RUNGS IN MASONRY WALL TO LADDER RUNGS IN MASONRY WALL TO UPPER ROOF LEVEL 17 12" X 32" WATER STAINED MASONRY WALLS 12" X 32" WATER STAINED MASONRY WALLS 18 MISSING WOOD FASCIA UNDER EDGE METAL MISSING WOOD FASCIA UNDER EDGE METAL 19 CHINMEY DETACHED FROM ROOF CHINMEY DETACHED FROM ROOF 20 VENT ON CURB WITH GRATEVENT ON CURB WITH GRATE
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A. REFER TO THE DEMOLITION SECTION OF THE REFER TO THE DEMOLITION SECTION OF THE PROJECT MANUAL (SPECIFICATIONS) FOR INSTRUCTIONS ON REMOVAL AND DISPOSAL OF EXISTING MATERIALS. B. ALL VENTS, EQUIPMENT, MECHANICAL ALL VENTS, EQUIPMENT, MECHANICAL PENETRATIONS, CURBS, SKYLIGHTS, ETC. MUST BE THOROUGHLY CLEANED AND PREPARED FOR THE ROOF REPLACEMENT WORK. ALL ROOF PROJECTIONS TO BE RAISED TO A MINIMUM OF 8" ABOVE THE PROJECTED NEW ROOF. C. ALL BLOCKING IS SCHEDULED TO BE ALL BLOCKING IS SCHEDULED TO BE REPLACED WITH TREATED 2X BLOCKING UNLESS SPECIFICALLY NOTED TO REMAIN. REFER TO SPECIFICATION 06 10 00 - ROUGH CARPENTRY FOR DETAILS OF MATERIALS. D. THOROUGHLY INSPECT ALL MASONRY WHERE THOROUGHLY INSPECT ALL MASONRY WHERE NEW MASONRY FLASHING IS TO BE INSTALLED AT WALL OF HIGHER ROOF ELEMENTS. PROVIDE ANY LOCAL TUCKPOINTING REQUIRED FOR A SMACNA AND MANUFACTURER APPROVED INSTALLATION. SEAL AT COMPLETION OF WORK. E. PHOTOS ARE SHOWN TO GENERALLY PHOTOS ARE SHOWN TO GENERALLY FAMILIARIZE BIDDERS WITH CONDITIONS OF THE EXISTING ROOF. ALL PROSPECTIVE BIDDERS SHOULD VISIT THE SITE AND ASCERTAIN THE ACTUAL CONDITIONS PRIOR TO BIDDING. F. ANY EXTERIOR LIGHTING MOUNTED ON OR ANY EXTERIOR LIGHTING MOUNTED ON OR NEAR THE ROOF MUST BE KEPT IN WORKING ORDER AT ALL TIMES. G. REFER TO THE SITE PLAN DIAGRAM FOR REFER TO THE SITE PLAN DIAGRAM FOR STAGING LOCATIONS OF DUMPSTER, KETTLES AND MATERIAL. H. CUT BACK TREES 5' FROM ROOF EDGE. CUT BACK TREES 5' FROM ROOF EDGE. J. CLEAR ROOF OF ALL DEBRIS BEFORE THE CLEAR ROOF OF ALL DEBRIS BEFORE THE START AND UPON THE COMPLETION OF WORK. K. ALL RUSTED METAL ROOF PROJECTIONS TO BE ALL RUSTED METAL ROOF PROJECTIONS TO BE WIRE BRUSHED AND PAINTED AS REQUIRED.
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GENERAL NOTES
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INFRARED PHOTO MARKER
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NUMBER IN MARKER REFERS TO PHOTO FILE NUMBER. I.E. PHOTO FILE NUMBER FLIR0023.JPG HAS MARKER NUMBER 23. SEE RAMP WEBSITE. 703 CURB AT GYM ROOF CURB AT GYM ROOF 723 EXPANSION JOINT BETWEEN AREAS J AND I EXPANSION JOINT BETWEEN AREAS J AND I 733 AREA H AT HIGH WALL AREA H AT HIGH WALL 739 EXPANSION JOINT BETWEEN AREAS H AND E EXPANSION JOINT BETWEEN AREAS H AND E 741 OVERVIEW AREA F OVERVIEW AREA F 743 HIGH WALL AREA F HIGH WALL AREA F 751 AREA F SOUTHEAST CORNER AREA F SOUTHEAST CORNER 787 OVERVIEW AREA E OVERVIEW AREA E 627 OVERVIEW AREA B OVERVIEW AREA B 637 HALLWAY AT AREA D HALLWAY AT AREA D 647 HIGH WALL AT AREA C HIGH WALL AT AREA C 653 OVERVIEW AREA C OVERVIEW AREA C 679 OVERVIEW AREA K OVERVIEW AREA K 687 OVERVIEW AREA LOVERVIEW AREA L
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CORE SAMPLE LOCATIONS AND ROOF COMPOSITION
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MEMBRANE, 1 " TAPERED EPS, BUILT UP ROOF, 12" TAPERED EPS, BUILT UP ROOF, PITCH, FIBERGLASS, 1" GYPSUM DECK MEMBRANE, 1 " TAPERED EPS, BUILT UP ROOF, 12" TAPERED EPS, BUILT UP ROOF, PITCH, FIBERGLASS, 1" GYPSUM DECK MEMBRANE, 2 " FIBERBOARD, 2" TAPERED 12" FIBERBOARD, 2" TAPERED EPS, BUILT UP ROOF, PITCH, FIBERGLASS, WOOD EDGE MEMBRANE, " EPS, BUILT UP ROOF, PITCH, 12" EPS, BUILT UP ROOF, PITCH, GRAVEL, F.G., GYPSUM DECK. MEMBRANE, " EPS, GRAVEL, BUILT UP ROOF, 12" EPS, GRAVEL, BUILT UP ROOF, PITCH, FIBERGLASS, 1" GYPSUM DECK BUILT UP ROOF, FELT, FLASHING MEMBRANE, 2 " TAPERED EPS, GRAVEL, 12" TAPERED EPS, GRAVEL, BUILT UP ROOF, PITCH, FIBERGLASS, 1" GYPSUM DECK MEMBRANE, 1 " EPS, GRAVEL, BUILT UP ROOF, 12" EPS, GRAVEL, BUILT UP ROOF, PITCH, FIBERGLASS, 1" GYPSUM DECK MEMBRANE, " EPS, GRAVEL, BUILT UP ROOF, 12" EPS, GRAVEL, BUILT UP ROOF, PITCH, FIBERGLASS, 1" GYPSUM DECK MEMBRANE, 1" EPS, GRAVEL, BUILT UP ROOF, PITCH, FIBERGLASS, 1" GYPSUM DECK MEMBRANE, 3" EPS, GRAVEL, BUILT UP ROOF, PITCH, FIBERGLASS, 1" GYPSUM DECK MEMBRANE, 3" EPS, GRAVEL, BUILT UP ROOF, PITCH, FIBERGLASS, 1" GYPSUM DECK MEMBRANE, " EPS, GRAVEL, BUILT UP ROOF, 12" EPS, GRAVEL, BUILT UP ROOF, PITCH, FIBERGLASS, GYPSUM DECK MEMBRANE, 3 PLY ORGANIC FELT MEMBRANE, " EPS, GRAVEL, BUILT UP ROOF, 12" EPS, GRAVEL, BUILT UP ROOF, PITCH, FIBERGLASS, GYPSUM DECK MEMBRANE, 3" EPS, GRAVEL, BUILT UP ROOF, PITCH, FIBERGLASS, 1" GYPSUM DECK MEMBRANE, 3" EPS, GRAVEL, BUILT UP ROOF, PITCH, FIBERGLASS, 1" GYPSUM DECK MEMBRANE, 3" EPS, GRAVEL, BUILT UP ROOF, PITCH, FIBERGLASS, 1" GYPSUM DECK
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BASE BID INCLUDES AREAS A, B, C, D, K, M, L ALTERNATE G-1 INCLUDES AREAS E, F, G, H, I
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PHASES OF WORK
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BASE BID
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AREA
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ALTERNATE
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G-1 SHOWN SHADED
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SCALE:
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1/16" = 1'-0"
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A1-5
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ROOF UPGRADE PLAN
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A
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N
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REV.
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ISSUE
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DATE
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SCALE:
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N.T.S.
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A1-5
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KEY PLAN
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B
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A1-6
ROOF UPGRADE
DETAILS
SHEET NUMBER
DRAWING
DATE
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EXISTING GYPSUM DECK SYSTEM
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EXISTING STRUCTURE
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R-25 ISOCYANURITE ROOFING INSULATION. TOTAL OF 4.25" THICK. STAGGER ALL JOINTS.
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1/2" HIGH DENSITY FIBERBOARD INSULATION
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SEAL TOP OF FLASHING WITH FABRIC AND MASTIC
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ANCHOR BAR. FASTEN 8" C/C.
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CANT STRIP
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PEA GRAVEL IN FLOOD COAT
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EXISTING CAP SHEET SET IN ASPHALT
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3-PLY BUILT UP ROOF SET IN ASPHALT
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BASE FLASHING PLY 6" MIN. ON FIELD
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FLASHING WITH SEALANT AT WALL BEYOND
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22 GA. EDGE METAL WITH FLASHING.
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WOOD FASCIA TRIM BOARD. WRAP WITH 22 GA. EDGE METAL.
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FLOOD COAT OF COAL-TAR PITCH W/ EMBEDDED GRAVEL
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3-PLY BUILT UP ROOF SET IN ASPHALT
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4.25" POLYISOCYANURATE INSULATION, STAGGER ALL JOINTS, FASTEN PER SPECS. TAPER AT ROOF EDGE.
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1/2" HIGH DENSITY WOOD FIBERBD. SET IN ASPHALT
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EXISTING BRICK BEYOND
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VERIFY WINDOW TO BE WATER TIGHT
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3-PLY BUILT UP ROOF SET IN ASPHALT
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CANT-FASTENED TO NAILER
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FLEXIBLE WATER PROOF MEMBRANE CLOSURE
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COMPRESSIBLE INSULATION
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CHAMFERED WD CURB
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BASE FLASHING PLY 6" MIN. ON FIELD SET IN ASPHALT
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FLEXIBLE VAPOR RETARDER TO SERVE AS INSULATION RETAINER. ATTACH TO END OF CURB
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26 GA. STAINLESS STEEL EXPANSION JOINT COVER
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METAL CAP SECURED APPROX. 12" O.C. W/ FASTENERS & NEOPRENE WASHERS
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WOOD BLOCKING AS REQUIRED
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1/2" HIGH DENSITY WOOD FIBER SET IN ASPHALT
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4.25" POLYISOCYANURATE INSULATION, STAGGER ALL JOINTS, FASTEN PER SPECS.
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EXISTING GYPSUM DECK SYSTEM
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FLOOD COAT OF COAL-TAR PITCH W/ EMBEDDED GRAVEL
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OLYFLOW ROOF DRAIN INSERT WITH VANDAL PROOF STRAINER
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FLASHING CLAMP
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1/2" FIBERBOARD INSULATION
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(2) LAYERS OF POLY- ISOCYANURITE ROOFING INSULATION. TOTAL OF 4.25". PROVIDE 8' X 8' SUMP.
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TAPER INSULATION TO DRAIN
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EXISTING GYPSUM DECK
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EXISTING DRAIN BOWL
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2'-6' SQUARE ALUMINUM COATED FLASHING SYSTEM
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LEAD FLASHING
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NEW COPPER OR STAINLESS STEEL GRAVEL GUARD
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EXISTING DRAIN LEADER TO REMAIN
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3-PLY BUILT UP ROOF SET IN ASPHALT
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3-PLY BUILT UP ROOF SET IN ASPHALT
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EXISTING GYPSUM DECK
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3-PLY BUILT UP ROOF SET IN ASPHALT
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HPR MODIFIED MEMBRANE FLASHING PLY 9" MIN. ON FIELD
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BASE FLASHING PLY 6" MIN. ON FIELD
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RUBBERIZED ASPHALT SEALANT
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1/2" WOOD FIBER SET IN ASPHALT
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TERM. BAR FASTENED @ 8" O.C.
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FASTENER WITH NEOPRENE WASHER
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CANT STRIP
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FLOOD COAT OF COAL-TAR PITCH WITH EMBEDDED GRAVEL
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WOOD BLOCKING
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WOOD CURB
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EXISTING GYPSUM DECK SYSTEM.
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R-25 ISOCYANURITE ROOFING INSULATION. TOTAL OF 4.25" THICK. STAGGER ALL JOINTS.
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EXISTING GYPSUM DECK SYSTEM
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EXISTING STRUCTURE
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MILL FINISHED ALUMINUM MASONRY INSERT WITH FASTENERS 24" C/C AND SEALANT
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R-25 ISOCYANURITE ROOFING INSULATION. TOTAL OF 4.25" THICK. STAGGER ALL JOINTS.
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1/2" HIGH DENSITY FIBERBOARD INSULATION
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SEAL TOP OF FLASHING WITH FABRIC AND MASTIC
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ANCHOR BAR. FASTEN 8" C/C.
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22 GAUGE STEEL COUNTERFLASHING
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CANT STRIP
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PEA GRAVEL IN FLOOD COAT
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EXISTING CAP SHEET SET IN ASPHALT
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3-PLY BUILT UP ROOF SET IN ASPHALT
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BASE FLASHING PLY 6" MIN. ON FIELD
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22 GA. EDGE METAL WITH FLASHING.
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EXISTING BLOCKING AT ROOF EDGE.
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EXISTING DECK AND SUPPORT SYSTEM
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WOOD FASCIA TRIM BOARD.
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WRAP WD. FASCIA WITH ALUM. TO MATCH EDGE METAL.
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4.25" POLYISOCYANURATE INSULATION, STAGGER ALL JOINTS, FASTEN PER SPECS.
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FLOOD COAT OF COAL-TAR PITCH W/ EMBEDDED GRAVEL
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1/2" HIGH DENSITY WOOD FIBERBD. SET IN ASPHALT
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3-PLY BUILT UP ROOF SET IN ASPHALT
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PLUMBING VENT STACK
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ROLL DOWN LEAD FLASHING 1" MIN. DOWN INTO PIPE
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MASTIC
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4.25" POLYISOCYANURATE INSULATION. FIELD VERIFY FOR EXACT THICKNESS
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EXISTING GYPSUM DECK SYSTEM
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3-PLY BUILT UP ROOF SET IN ASPHALT
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FLOOD COAT OF COAL-TAR PITCH W/ EMBEDDED GRAVEL
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SET FLANGE IN MASTIC
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HPR MODIFIED MEMBRANE FLASHING PLY 9" MIN. ON FIELD
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BASE FLASHING PLY 6" MIN. ON FIELD
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HPR FLASHING FASTENED 8" O.C.
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REINSTALL METAL EXHAUST FAN COVER
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CANT STRIP
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WOOD CURB
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4.25" POLYISOCYANURATE INSULATION. FIELD VERIFY FOR EXACT THICKNESS
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3-PLY BUILT UP ROOF SET IN ASPHALT
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FASTENERS W/ NEOPRENE WASHERS @ 8" O.C.
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EXISTING GYPSUM DECK
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FLOOD COAT OF COAL-TAR PITCH W/ EMBEDDED GRAVEL
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R-25 POLYISOCYNURATE ROOFING INSULATION. 4.25" THICK. STAGGER ALL JOINTS.
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EXISTING GYPSUM DECK SYSTEM
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EXISTING DECK PENETRATION
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3-PLY BUILT UP ROOF SET IN ASPHALT
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1/2" HIGH DENSITY FIBERBOARD SET IN ASPHALT
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INFILL WITH GYPSUM FLUSH WITH EXISTING. SUPPORT AS REQUIRED WITH ADJACENT STRUCTURE
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FLOOD COAT OF COAL-TAR PITCH AND GRAVEL LAYER
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EXISTING VENT STACK PENETRATION
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REINSTALL VENT COVER PER SPECIFICATIONS
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4.25" POLYISOCYANURATE INSULATION. FIELD VERIFY FOR EXACT THICKNESS
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EXISTING GYPSUM DECK SYSTEM
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3-PLY BUILT UP ROOF SET IN ASPHALT
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FLOOD COAT OF COAL-TAR PITCH W/ EMBEDDED GRAVEL
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HPR MODIFIED MEMBRANE FLASHING PLY 9" MIN. ON FIELD
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BASE FLASHING PLY 6" MIN. ON FIELD
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1/2" HIGH DENSITY WOOD FIBER SET IN ASPHALT
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22 GA. EDGE METAL WITH FLASHING.
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EXISTING BLOCKING AT ROOF EDGE.
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EXISTING DECK AND SUPPORT SYSTEM
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WOOD FASCIA TRIM BOARD.
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WRAP WD. FASCIA WITH ALUM. TO MATCH EDGE METAL.
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4.25" POLYISOCYANURATE INSULATION, STAGGER ALL JOINTS, FASTEN PER SPECS.
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FLOOD COAT OF COAL-TAR PITCH W/ EMBEDDED GRAVEL
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1/2" HIGH DENSITY WOOD FIBERBD. SET IN ASPHALT
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3-PLY BUILT UP ROOF SET IN ASPHALT
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EXISTING GYPSUM DECK SYSTEM
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SEALANT AT TOP OF TERMINATION BAR
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R-25 ISOCYANURITE ROOFING INSULATION. TOTAL OF 4.25" THICK. STAGGER ALL JOINTS.
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1/2" HIGH DENSITY FIBERBOARD INSULATION
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SEAL TOP OF FLASHING WITH FABRIC AND MASTIC
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ANCHOR BAR. FASTEN 8" C/C.
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TERMINATION BAR
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PEA GRAVEL IN FLOOD COAT
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EXISTING CAP SHEET SET IN ASPHALT
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3-PLY BUILT UP ROOF SET IN ASPHALT
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BASE FLASHING PLY 6" MIN. ON FIELD
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CANT STRIP
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EXISTING LOUVER IN MASONRY OPENING. RECAULK AT PERIMETER.
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6" MEMBRANE FLASHING STRIP
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2" WIDE ALUMINUM
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TAPE OVER JOINT
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1/4" JOINT
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SPECIFIED EDGE METAL
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4" MIN.
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4"
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2"
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1/4"
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22 GA. METAL COPING WITH CLIPS
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EXISTING CAP COURSE AT MASONRY WALL
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PROVIDE 2 X4 PRESSURE TREATED RAMSET TO BRICK
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COVER 2 X 4 PLATES WITH 45 MIL EPDM MEMBRANE
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TURN METAL AT END OF COPING UP AND TERMINATE UNDER FASCIA. NAIL AND CAULK EDGES
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NEW METAL CLADDING ON EXISTNG 2 X FASCIA
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NEW EDGE METAL AT ROOF BEYOND
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EXISTING MASONRY WALL. TUCKPOINT AND SEAL.
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REV.
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ISSUE
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DATE
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SCALE:
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3"=1'-0"
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A1-6
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ROOF DRAIN DETAIL
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H
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SCALE:
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1-1/2"=1'-0"
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A1-6
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EXPANSION JOINT DETAIL
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G
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SCALE:
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1-1/2"=1'-0"
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A1-6
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CLERESTORY WINDOW
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FLASHING DETAIL
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F
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SCALE:
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1 1/2"=1'-0"
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A1-6
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ROOF HATCH DETAIL
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I
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SCALE:
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1 1/2"=1'-0"
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A1-6
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HIGH WALL/SHORT WALL
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FLASHING DETAIL
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J
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SCALE:
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1-1/2"=1'-0"
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A1-6
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METAL EDGE DETAIL
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A
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SCALE:
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1-1/2"=1'-0"
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A1-6
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ABANDONED CURB
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INFILL DETAIL
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E
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SCALE:
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1-1/2"=1'-0"
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A1-6
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CURB MOUNTED
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VENT/EXHAUST DETAIL
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C
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SCALE:
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1-1/2"=1'-0"
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A1-6
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PLUMBING VENT DETAIL
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B
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SCALE:
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1-1/2"=1'-0"
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A1-6
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ROOF MOUNTED
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VENT/EXHAUST DETAIL
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D
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SCALE:
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1-1/2"=1'-0"
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A1-6
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EDGE DETAIL
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AT COVERED ENTRY
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K
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SCALE:
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1-1/2"=1'-0"
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A1-6
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HIGH WALL
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FLASHING AT LOUVER
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L
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SCALE:
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1-1/2"=1'-0"
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A1-6
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METAL EDGE JOINT DETAIL
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M
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SCALE:
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1-1/2"=1'-0"
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A1-6
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COPING ON WING WALL
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N