3-1668,_18719_-__SHT._14_OF_20_rev_-_M_&_R_TO_BLDG.20,_FY18-SHT_14.pdf
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- Attached to
- Maintenance and repair for Building 20
- Solicitation number
- SP4702-18-R-0529
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Amendment 0002 Revised Drawing Sheet 14 SP4702-18-R-0529
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CP101
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6" HIGH
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CONC. CURB
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6'X6' FLUSH
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FLOOR HATCH
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RE: ISOMETRIC
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VIEW 4/AD02
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FEC
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FUME EXHAUST FAN
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RE: ISOMETRIC
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DAVIT
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GUARDRAIL
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RE: PLUMBING DWGS.
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FOR LOCATION
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GUARDRAIL
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PRECAST CONCRETE
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ROOF
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DIVIDER
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ROOF
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DIVIDER
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5'X5' FLUSH
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FLOOR HATCH
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6" HIGH
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CONC. CURB
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DOUBLE LAYER OF ROOFING
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FOR WALK SURFACE
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(TYP.)
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TYP.
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DN
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FEC
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EXHAUST FAN
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RE: MECH. DWGS.
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DN
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GUARDRAIL
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GUARDRAIL
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(TYP.)
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VENT THRU ROOF (TYP.)
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RE: PLUMBING DWGS.
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FOR LOCATION
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ROOF DIVIDER
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GUARDRAIL
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(TYP.)
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RE: 6/AD01
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DAVIT
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(TYP.)
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RE: 2/AD01
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TIE BACK
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(TYP.)
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RE: ISOMETRIC
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VIEW 7/AD02
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(TYP.)
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PRECAST CONCRETE
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SPLASH BLOCK
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(TYP.)
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RE:MECH. & STRUCT.
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FOR FLOOR OPENINGS
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TYP.
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AP101
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AutoCAD SHX Text .8
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KEY PLAN
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TIE BACK
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(TYP.)
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ROOF DRAIN (TYP.)
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SEE DETAIL G/14
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OVERFLOW SCUPPER
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(TYP.)
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SEE C/14
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THIS SHEET
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REMOVE AND REPLACE
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REMOVE AND REPLACE
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(TYP.)
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THIS SHEET
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COL
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AutoCAD SHX Text 6" or 8"
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MEMBRANE FLASHING- RUN
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4" (MIN) INSIDE OVERFLOW
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INLET PROVIDE NEW CONT. SEAL
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PROVIDE NEW CONT. SILICONE
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SEALANT BEAD @ PERIM
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OF SCUPPER OPENING
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1/4"/FT
AutoCAD SHX Text 1'-2"
AutoCAD SHX Text 5'-0"
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OVERFLOW SCUPPER AT SPANDREL
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SLOPE
AutoCAD SHX Text 6"x12"x9" DEEP (COORD
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DEPTH W/ROOF CONTR)
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18GA SST OVERFLOW INLET
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4" DIA 18GA SST OVERFLOW
AutoCAD SHX Text SCUPPER (4"x12" 18GA @SIM
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GRAN COND) WELD & SEAL
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TO INLET RE: ROOF PLAN
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FOR LOCATION
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TYP LOW PARAPET CONST
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1/4" PER FT.
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SPANDREL GLASS
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ROOF DRAIN
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TO
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AutoCAD SHX Text C
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TO OVERFLOW INLET
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AutoCAD SHX Text 1'-0"
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AutoCAD SHX Text 4"
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PANEL CENTER LINE
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GRANITE PANEL
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SST SCUPPER
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PERIMETER SILICONE
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SEALANT
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SECTION
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ELEVATION
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SCUPPER OUTLET @ GRANITE PANEL
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SCUPPER INLET
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2" MAX. ABOVE LOW POINT OF ROOF
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MODIFIED BIT.
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ROOF (TYP)
AutoCAD SHX Text 2"x 2"x 12" SST CLIP
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ANGLE,WELDED TO SCUPPER.
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ANCHOR TO ROOF STRUCTURE
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(TYP.)
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METAL FLASHING - RUN
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4" (MIN) INSIDE OVERFLOW
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INLET PROVIDE CONT. SEAL
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CONTINUOUS
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SEALANT BEAD @ PERIM
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OF SCUPPER OPENING
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OVERFLOW WIRE
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STRAINER
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ROOF DRAIN
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REMOVE AND REPLACE
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REPLACE
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REMOVE AND
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APPLY NEW
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PROVIDE NEW
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PROVIDE NEW
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STRAINER
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CLAMPING RING
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METAL FLASHING
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DECK CLAMP
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TAPERED INSULATION
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24" DOWN TO DRAIN
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GRAVEL STOP--36" SQUARE MIN.
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SET IN WITH NEW
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ROOF DRAIN @ CONCRETE DECK
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SHEET METAL GRANULE
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STOP 36" SQUARE SET
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IN WITH NEW FLASHING
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MODIFIED BIT.
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ROOFING
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STRAINER
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ADJUSTABLE
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EXTENSION SLEEVE
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FLASHING CLAMP
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THREADED PIPE FLANGE
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FOR ADDITIONAL
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NOTES SEE DETAIL G/14
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FIREPROOFING
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1/4" PER FT.(MIN.)SLOPE
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PER ADD #3- PROVIDE
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EXPANSION JOINT CONNECTION
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TO CONDUCTOR PIPE
AutoCAD SHX Text L
AutoCAD SHX Text C
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REMOVE AND REPLACE
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FLASHING CEMENT.
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CEMENT
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CONNECTOR MOUTH PIECE.
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REMOVE AND REPLACE
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REMOVE AND REPLACE
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REMOVE AND REPLACE
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TPO ROOFING MEMBRANE
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REMOVE AND REPLACE
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REMOVE AND REPLACE
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THREADED PIPE FLANGE
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REMOVE AND REPLACE
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CONNECTOR MOUTH PIECE.
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NEW MATERIAL TO BE EDPM
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RUBBER OR SAME AS EXISTING
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NEW MATERIAL TO BE EDPM
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RUBBER OR SAME AS EXISTING
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DLA ENTERPRISE SUPPORT
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DESIGNED BY:
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DEFENSE LOGISTICS AGENCY
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DEFENSE SUPPLY CENTER COLUMBUS
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COLUMBUS, OHIO 43218-3990
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FACILITIES ENGINEERING OFFICE
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BUILDING 308
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INSTALLATION MANAGEMENT DIVISION
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PROJECT
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CSC-18719
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M & R TO BLDG. 20, FY18
AutoCAD SHX Text 3-1668
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GARY JOHNSON
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M. RUSTAM ALI
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DF-FCO (SAFETY)
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FACILITIES ENGINEER
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DF-FCS (SECURITY)
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DF-FCE (ENVIRONMENTAL)
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PROJECT COORDINATE
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DF-FCIE PROJECT ENGINEER
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CHIEF, DF-FCIE
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28 FEB 18
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DF-FCI
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DF-FCIE
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ROOF AND PENTHOUSE ROOF
AutoCAD SHX Text
REPLACEMENT OF SCUPPERS AND ROOF DRAINS
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PLANS AND DETAILS
AutoCAD SHX Text N.T.S
AutoCAD SHX Text
ROOF AND PENTHOUSE ROOF PLAN - POD B
AutoCAD SHX Text N.T.S
AutoCAD SHX Text N.T.S
AutoCAD SHX Text
ROOF DRAIN AND SCUPPER DETAILS
AutoCAD SHX Text N.T.S
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ROOF AND PENTHOUSE ROOF PLAN - POD A
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ROOF AND PENTHOUSE ROOF PLAN - POD C
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PODS A, B, & C
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%%ULEGEND:
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- LOCATION OF ROOF DRAIN
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- LOCATION OF SCUPPER
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%%USCOPE OF WORK
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REMOVE AND REPLACE EXISTING SCUPPER SYSTEM AS SHOWN IN THE PLAN
AutoCAD SHX Text 1.
AutoCAD SHX Text 2.
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ON THIS SHEET AND APPLY NEW SEAL ALL AROUND. ENSURE NEW SEAL IS
AutoCAD SHX Text
REMOVAL AND REPLACE EXISTING ROOF DRAINS AS SHOWN IN THE PLAN
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ON THIS SHEET AND APPLY NEW SEAL ALL AROUND. ENSURE NEW SEAL IS
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SEALED PROPERLY.
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SEALED PROPERLY.
AutoCAD SHX Text SHEET METALWORK SHALL BE ACCOMPLISHED TO FORM WEATHERTIGHT CONSTRUCTION. WORK SHALL BE INSTALLED WITHOUT WAVES, WARPS, BCKLES, FASTENING STRESSES OR DISTORTION AND SHALL ALLOW FOR EXPANSION AND CONTRACTION. CUTTING, FITTING, DRILLING, AND OTHER OPERATIONS IN CONNECTION WITH SHEET METAL REQUIRED TO ACCOMMODATE THE WORK OF OTHER TRADES SHALL BE PERFORMED BY SHEET METAL MECHANICS. EXPOSED EDGES SHALL BE HEMMED. BOTTOM EDGES OF EXPOSED VERTICAL SURFACES SHALL BE ANGLED TO FORM DRIPS. FLASHING AT THE END OF A RUN SHALL BE FORMED INTO A THREE DIMENSIONAL CONFIGURATION TO DIRECT WATER TO THE OUTSIDE OF THE SYSTEM. JOINTS SHALL BE INSTALLED AS SPECIFIED IN TABLE 3 OF SECTION 07 60 00. ACCESSORIES AND OTHER ITEMS ESSENTIAL TO COMPLETE THE SHEET METAL INSTALLATION, THOUGH NOT SPECIFICALLY INDICATED OR SPECIFIED, SHALL BE PROVIDED. ROOF FLANGES OF SHEET METAL SHALL BE SET IN BITUMINOUS CEMENT OVER ROOFING. INSTALLATION OF SHEET METAL ITEMS USED IN CONJUNCTION WITH ROOFING SHALL BE COORDINATED WITH ROOFING WORK TO PERMIT CONTINUOUS ROOFING OPERATIONS. FACTORY-FABRICATED COMPONENTS SHALL BE PACKED IN CARTONS MARKED WITH THE MANUFACTURER'S NAME OR TRADEMARK. BULK MATERIALS FROM WHICH ITEMS ARE FIELD FABRICATED SHALL HAVE MANUFACTURER'S NAME OR TRADEMARK PRINTED OR EMBOSSED AT FREQUENT INTERVALS TO PERMIT EASY IDENTIFICATION.
AutoCAD SHX Text SCUPPER: SCUPPER SHALL BE DETAILED AS B/11 AND C/11 AS SHOWN ON THIS SHEET. MATERIALS FOR SCUPPER REQUIREMENT FOR SHEET METAL THROUGH-WALL ABOVE ROOF LINE TO BE .015 INCH STAINLESS STEEL. SHEET METAL THROUGH-WALL BELOW ROOF LINE TO BE .010 STAINLESS STEEL. SHEET METAL FOR FLASHING TO BE .040 INCH ALUMINUM OR .018 INCH STAINLESS STEEL AT BASE AND SHEET METAL FOR FLASHING TO BE .032 INCH ALUMINUM OR .015 INCH STAINLESS STEEL AT CAP. MATERIALS: SHEET METALS SHALL BE CONFORM TO THE REQUIREMENT FOR SCUPPER SPECIFIED ABOVE AND AS FOLLOWING. ALUMINUM EXTRUSIONS - ASTM B 221, ALLOY 6063, TEMPER T5. BITUMINOUS CEMENT - ASTM D 2822, TYPE 1. FASTENERS - ALUMINUM OR STAINLESS STEEL. FASTENERS SHALL BE THE BEST TYPE FOR THE APPLICATION. FELT - ASTM D 226, TYPE I. PLASTIC HARDSETTING SEALANT - AS RECOMMENDED BY ALUMINUM MANUFACTURER. POLYVINYL CHLORIDE (PVC) REGLETS - ASTM D 1784. SHEET METAL ALUMINUM ALLOY SHEET AND PLATE - ASTM B 209, FORM, ALLOY, AND TEMPER APPROPRIATE FOR USE. LEAD SHEET - FS QQ-L-201, GRADE C OR D, HARD, CONTAINING NOT LESS THAN 4 PERCENT ANTIMONY. STAINLESS STEEL - CORROSION-RESISTING STEEL, HEREINAFTER REFERRED TO AS "STAINLESS STEEL"; ASTM A 167, TYPE 302 OR 304; FULLY ANNEALED, DEAD SOFT TEMPER. SOLDER - ASTM B 486, ALLOY 60B FOR USE WITH STAINLESS STEEL. SLIP SHEET - FS UU-B-790, TYPE I, STYLE 1B, GRADE A. THROUGH-WALL FLASHING: FLASHING SHALL BE LEAD OR STAINLESS STEEL HAVING FACTORY-FORMED DEFORMATIONS PROVIDING MECHANICAL BOND IN MORTAR JOINTS. MINIMUM METAL THICKNESS SHALL BE SHOWN IN TABLE 1 OF SPECIFICATION SECTION 07 60 00 EXCEPT LEAD SHALL BE A MINIMUM WEIGHT OF 1 POUND PER SQUARE FOOT. WHEN APPROVED BY THE CONTRACTING OFFICER, THROUGH-WALL FLASHING MAY BE ONE OF THE FOLLOWING: STAINLESS STEEL, TYPE 304, NOT LESS THAN 0.003-INCH THICK, COMPLETELY ENCASED BY AND PERMANENTLY BONDED ON BOTH SIDES TO 50-POUND HIGH STRENGTH BITUMINIZED CREPE KRAFT PAPER, USING HOT ASPHALT, HEAT, AND PRESSURE. OTHER THROUGH-WALL FLASHING MATERIAL MAY BE USED PROVIDED THE FOLLOWING PERFORMANCE CRITERIA ARE MET: NO CRACKING OR FLAKING WHEN BENT 180 DEGREES OVER A 1/32-INCH MANDREL AND REBENT AT THE SAME POINT OVER THE SAME MANDREL IN AN OPPOSITE DIRECTION AT 0 DEGREE C. WATER VAPOR PERMEABILITY SHALL NOT EXCEED 2 PERMS WHEN TESTED IN ACCORDANCE WITH ASTM E 96. MINIMUM BREAKING STRENGTH OF 40 POUNDS PER INCH WIDTH IN THE WEAKEST DIRECTION WHEN TESTED IN ACCORDANCE WITH ASTM D 751. NO VISIBLE DETERIORATION AFTER BEING SUBJECTED TO A 400-HOUR DIRECT WEATHERING TEST IN ACCORDANCE WITH ASTM D 822. THERE SHALL BE NO SHRINKAGE IN LENGTH OR WIDTH AND LESS THAN 5 PERCENT LOSS OF BREAKING STRENGTH AFTER A TEN-DAY IMMERSION, PER ASTM D 543, IN 5 PERCENT (BY WEIGHT) SOLUTIONS, RESPECTIVELY, OF SULFURIC ACID, HYDROCHLORIC ACID, SODIUM HYDROXIDE OR SATURATED LIME (CALCIUM HYDROXIDE). FASTENERS: FASTENERS SHALL BE THE BEST TYPE FOR THE APPLICATION. FELT: ASTM D 226, TYPE I. CAULKING, SEALANTS AND SEALING COMPOUNDS - CAULKING SEALANTS AND SEALING COMPOUNDS SHALL BE PROVIDED IN JOINTS AS MANUFACTURER RECOMMENDATION.
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%%UCONSTRUCTION NOTES;
AutoCAD SHX Text ROOF DRAIN: REMOVE EXISTING ROOF DRAIN SYSTEM. INSTALL WATER-BLOCK SEAL UNDER THE EXISTING MEMBRANE ON TOP OF THE BASE OF THE DRAIN (SEAL SHALL BE APPROVED BY ALUMINUM MANUFACTURER). ENSURE THAT THE EXISTING HOLE IS AT MINIMUM THE SIZE OF THE EXISTING ROOF DRAIN PIPE. PLACE THE NEW TOP DRAIN RING IN POSITION OVER THE DRAIN BOLTS. INSTALL THE WASHERS AND NUTS ON DRAIN BOLTS. TIGHTEN THE NUTS COMPLETELY TO ENSURE CONSTANT COMPRESSION AROUND THE ENTIRE DRAIN RING. INSTALL THE DRAIN BASKET AND DRAIN BASKET BOLTS. TIGHTEN THE DRAIN BASKET BOLTS COMPLETELY.
AutoCAD SHX Text GOVERNMENT APPROVAL IS REQUIRED FOR SUBMITTALS OF THE FOLLOWING SHALL BE SUBMITTED IN ACCORDANCE WITH SPECIFICATION SECTION 01 30 00 SUBMITTAL DESCRIPTIONS:
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GENERAL REVISION
AutoCAD SHX Text A
AutoCAD SHX Text 8-29-30
AutoCAD SHX Text M.R.A
AutoCAD SHX Text A
AutoCAD SHX Text A
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