New 5-Hole Structural Engineering, Inc. · 2019. 4. 11. · 5-Hole Structural Engineering, Inc. 3...
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5-Hole Structural Engineering, Inc. 3 Quail Run South Burlington, VT 05403 (802) 338-0233 THOMAS J. LANGAN PROFESSIONAL ENGINEER, N.J. LIC. No. GE 36169
New 5-Hole Structural Engineering, Inc. · 2019. 4. 11. · 5-Hole Structural Engineering, Inc. 3 Quail Run South Burlington, VT 05403 (802) 338-0233 THOMAS J. LANGAN. PROFESSIONAL
EXISTING 5/8" FIRECODE "X" GYPSUM WALLBOARD ON WALLS THROUGHOUT
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A
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A2
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NEW BACKDRAFT DAMPER. SEE MECHANICAL DRAWINGS
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NEW EXHAUST FAN. SEE MECHANICAL DRAWINGS
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NEW LOUVER AND DAMPER. SEE MECHANICAL DRAWINGS
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1
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A1
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INDEX OF DRAWINGS
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%%UBUILDING CRITERIA
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USE GROUP
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CONSTRUCTION CLASS
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S-2
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VB
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807 sq.ft.
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BUILDING AREA:
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1 STORY, 16'-6";
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BUILDING HEIGHT:
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OCCUPANT LOAD:
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4
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FLOOR PLAN AND DETAILS
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A1
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ELEVATIONS, CROSS SECTION, AND DETAILS
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DESIGN CODE CRITERIA
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INTERNATIONAL BUILDING CODE, NEW JERSEY EDITION, 2015
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THIS REHABILITATION IS DESIGNED IN ACCORDANCE WITH N.J.A.C. TITLE 5, CHAPTER 23, SUBCHAPTER 6, "UNIFORM CONSTRUCTION CODE, REHABILITATION SUBCODE".
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CATEGORY OF WORK: ALTERATION
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NATIONAL ELECTRICAL CODE, 2014
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MECHANICAL/ELECTRICAL FLOOR PLAN
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ME1
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A1
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1
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DETAIL AT LOUVER
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SCALE: 3" = 1'-0"
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EXISTING 2x4 WOOD GIRTS TO REMAIN
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NEW 2x4 AND 1/2" PLYWOOD OPENING FRAMING FULL PERIMETER. EXTEND OUTER JACK STUDS TO EXISTING 2x4 GIRTS ABOVE AND BELOW AND CONNECT WITH 6"x5"x1 1/2", 14 GAUGE GALVANIZED STEEL T-SHAPE STRAP TIE WITH (8) 16d NAILS EACH
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EXISTING PREFINISHED CORRUGATED METAL SIDING
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NEW J CHANNEL FULL PERIMETER
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NEW .040" PREFINISHED ALUMINUM FLASHING
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EXISTING 5/8" GYPSUM BOARD. CUT, REMOVE, AND REPLACE AS REQUIRED TO INSTALL NEW FRAMING AND LOUVER
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NEW DUCT THROUGH WALL TO EOUTSIDE EDGE OF LOUVER
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NEW STATIONARY DRAINABLE LOUVER
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NEW 2x8 OPENING FRAMING FULL PERIMETER FASTENED TO FLANGED END OF DUCT
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NEW (2) 2x4 AND 1/2" PLYWOOD OPENING FRAMING FULL PERIMETER. EXTEND OUTER JACK STUDS TO EXISTING 2x4 GIRTS ABOVE AND BELOW AND CONNECT WITH 6"x5"x1 1/2", 14 GAUGE GALVANIZED STEEL T-SHAPE STRAP TIE WITH (8) 16d NAILS EACH
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EXISTING 1/2" GYPSUM BOARD. CUT, REMOVE, AND REPLACE AS REQUIRED TO INSTALL NEW FRAMING AND LOUVER
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NEW 5/8" FIRECODE "X" GLASS-MAT, ABUSE-RESISTANT, VERY HIGH IMPACT, MOLD AND MOISTURE RESISTANT GYPSUM WALLBOARD
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NEW 2x8 OPENING FRAMING FULL PERIMETER
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NEW .040" PREFINISHED ALUMINUM FLASHING (EXTEND UNDER LOUVER)
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NEW JOINT SEALANT FULL PERIMETER
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NEW JOINT SEALANT FULL PERIMETER
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CUT AND REMOVE EXISTING METAL SIDING AND RIGID INSULATION AS REQUIRED
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NEW BIRDSCREEN COVER ON END OF DUCT
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NEW LOUVER L1
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NEW DAMPER D1
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A1
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2
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DETAIL AT EXHAUST FAN
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SCALE: 3" = 1'-0"
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TRACK FOR PENDANT STATION ABOVE. N.I.C.. N.I.C.
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TRACK FOR TROLLEY FESTOON ABOVE. N.I.C.ABOVE. N.I.C.. N.I.C.
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BRIDGE MOTOR ABOVE. N.I.C.
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BRIDGE MOTOR ABOVE. N.I.C.
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CRANE RAIL ABOVE (FUTURE). N.I.C.
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CRANE RAIL ABOVE (FUTURE). N.I.C.
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EXISTING METAL SIDING
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EXISTING 5/8" GYPSUM BOARD. CUT, REMOVE, AND REPLACE AS REQUIRED TO INSTALL NEW FRAMING AND LOUVER
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EXISTING 5/8" GYPSUM BOARD. CUT, REMOVE, AND REPLACE AS REQUIRED TO INSTALL NEW FRAMING AND LOUVER
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NEW BACKDRAFT DAMPER
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NEW 15x15 DUCT 18 GAUGE DUCT
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NEW 2x8 OPENING FRAMING FULL PERIMETER FASTENED TO FLANGED END OF DUCT
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NEW 2x4 AND 1/2" PLYWOOD
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OPENING FRAMING FULL
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PERIMETER. EXTEND OUTER
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JACK STUDS TO EXISTING 2x4
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GIRTS ABOVE AND BELOW
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AND CONNECT WITH 6"x5"x1 1/2",
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14 GAUGE GALVANIZED STEEL
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T-SHAPE STRAP TIE WITH (8)
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16d NAILS EACH
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EXISTING 2x4 WOOD GIRTS TO REMAIN
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EXISTING PREFINISHED CORRUGATED METAL SIDING
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NEW J CHANNEL FULL PERIMETER
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NEW 1/2" CD EXTERIOR PLYWOOD WITH .032" MILL FINISHED ALUMINUM 1-PIECE PANEL ON EXTERIOR FACE AND OVER EDGE
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EXISTING PREFINISHED CORRUGATED METAL SIDING
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NEW J CHANNEL FULL PERIMETER
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NEW 2x8 OPENING FRAMING FULL PERIMETER FASTENED TO FLANGED END OF DUCT
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CUT AND REMOVE EXISTING METAL SIDING AND RIGID INSULATION AS REQUIRED
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7 1/2"
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1'-3"
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7 1/2"
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8"
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NEW 1/2" CD EXTERIOR PLYWOOD WITH .032" MILL FINISHED ALUMINUM 1-PIECE PANEL ON EXTERIOR FACE AND OVER EDGE
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NEW JOINT SEALANT AT TOP AND SIDES
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DIAGRAMMATIC SITE PLAN
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SCALE: 1" = 60'-0"
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EXISTING GATE
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EXISTING BITUMINOUS PAVEMENT
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PARKING LOT (EXISTING)
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MAINT BLDG (EXISTING)
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SALT STORAGE BLDG (EXISTING)
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PLOW SHOP (EXISTING)
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EXISTING GATE
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VOLATILE STORAGE BLDG (EXISTING)
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EXISTING CHAIN-LINK FENCE
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219'-3"
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154'-11 1/2"
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26'-0"
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MT HOLLY & BEVERLY RD
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PROPERTY LINE
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PROPERTY LINE
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PROPERTY LINE
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PROPERTY LINE
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PLOW SHOP (EXISTING)
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USE GROUP
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CONSTRUCTION CLASS
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S-2
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2B
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1,050; sq.ft.
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BUILDING AREA:
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1 STORY, 16'-0";
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BUILDING HEIGHT:
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OCCUPANT LOAD:
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1
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SALT BUILDING (EXISTING)
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4"
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SAWCUT, REMOVE, AND REPLACE EXISTING CONCRETE SLAB AS REQUIRED TO CONSTRUCT NEW FOOTING TYPICAL
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EXISTING 8x8 TIMBER POLE BARN POST TYPICAL
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FUELING STATION (EXISTING)
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SAWCUT, REMOVE, AND REPLACE EXISTING CONCRETE SLAB AS REQUIRED TO CONSTRUCT NEW FOOTING TYPICAL
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NEW CIRCUIT BREAKER SEE DRAWING ME1
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EXISTING 2x4 GIRTS AT 24" O.C.
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EXISTING 2x4 GIRTS AT 24" O.C.
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EXISTING 2x4 GIRTS AT 24" O.C.
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23'-3"
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B
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2
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SAWCUT, REMOVE, AND REPLACE EXISTING CONCRETE SLAB AS REQUIRED TO CONSTRUCT NEW FOOTING TYPICAL
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3
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A2
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FUTURE 3TON OVERHEAD CRANE ASSEMBLY. PROVIDED AND INSTALLED UNDER SEPARATE CONTRACT. ENTIRE ASSEMBLY MUST BE BELOW OVERHEAD DOOR RAILS. N.I.C.
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LINE OVERHEAD DOOR ABOVE
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EXISTING 14' WIDE x 12' HIGH INSULATED OVERHEAD DOOR
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SAWCUT, REMOVE, AND REPLACE EXISTING CONCRETE SLAB AS REQUIRED TO CONSTRUCT NEW FOOTING TYPICAL
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NEW PILE CAP AND HELICAL PILES. REFER TO ENLARGED PILE CAP PLAN AND PILE CAP DETAIL 3/A2 ON DRAWING No. A2
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LOCATION OF FUTURE CRANE
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ASSEMBLY SUPPORT
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COLUMN AND BASE PLATE
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TYPICAL (4). N.I.C.
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NEW DAMPER. SEE MECHANICAL DRAWINGS. N.I.C.
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FIRE RESISTANCE RATING
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1.) THE FIRE SEPARATION DISTANCE BETWEEN THE PLOW SHOP AND THE SALT BUILDING IS 0'-0" IN THAT THEIR COMBINED HEIGHT AND AREAS RESPECTIVELY DO NOT EXCEED THE ALLOWABLE HEIGHT AND AREAS FOR THE MOST RESTRICTIVE USE AND CONSTRICTION CLASSIFICATION (S-2 AND VB)
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REQUIREMENTS FOR EXTERIOR WALLS
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2.) THE COMBINED AREA OF THE PLOW SHOP AND SALT STORAGE BUILDING IS 807 S.F. + 1,050 S.F. = 1,857 S.F. THE ALLOWABLE AREA FOR S-2 / VB IS 13,500 S.F.
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3.) THE MAXIMUM ALLOWANCE HEIGHT FOR S-2 / VB IS 2 STORIES, 40'-0" AND THE HEIGHTS OF THE PLOW SHOP AND SALT STORAGE BUILDINGS DO NOT EXCEED THIS LIMITATION.
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4.) THE FIRE SEPARATION DISTANCE FOR S-2 / VB WITH 0-HOUR FIRE RATED EXTERIOR WALLS IS GREATER THAN OR EQUAL TO 10'-0" PER IBC TABLE 602. THE DISTANCE TO THE ADJACENT NEARBY LOT LINE IS 23'-3". 0-HOUR FIRERATED EXTERIOR WALLS ARE PERMITTED
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NEW 5/8" FIRECODE "X" GLASS-MAT, ABUSE-RESISTANT, VERY HIGH IMPACT, MOLD AND MOISTURE RESISTANT GYPSUM WALLBOARD
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NEW 5/8" FIRECODE "X" GLASS-MAT, ABUSE-RESISTANT, VERY HIGH IMPACT, MOLD AND MOISTURE RESISTANT GYPSUM WALLBOARD
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NEW 5/8" FIRECODE "X" GLASS-MAT, ABUSE-RESISTANT, VERY HIGH IMPACT, MOLD AND MOISTURE RESISTANT GYPSUM WALLBOARD
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PLOW SHOP RENOVATIONS
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DOT EDGEWATER PARK MAINTENANCE YARD
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EDGEWATER PARK, BURLINGTON COUNTY, NEW JERSEY
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PROJECT No. T0606-02
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NEW EXHAUST FAN
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8'-9"
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7 1/2"
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8 1/2"
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STRUCTURAL DESIGN LOADS
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LOADINGS EACH COLUMN BASE:
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VERTICAL
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7 KIPS
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LATERAL FORCE
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1.3 KIPS
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LONGITUDINAL FORCE
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.7 KIPS
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OVERTUNING MOMENT (LATERAL)
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16.38 KIP-FT
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OVERTUNING MOMENT (LONGITUDINAL)
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8.82 KIP-FT
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(AT TOP OF CRANE RAIL)
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(AT TOP OF CRANE RAIL)
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%%UWORK BY OTHERS
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THE PROVISION AND INSTALLATION OF THE NEW 3-TON OVERHEAD CRANE ASSEMBLY, INCLUDING COLUMNS, BASE PLATES AND ANCHORAGE, RAILS, TROLLEY'S, TRACKS, AND MOTORS WILL BE PERFORMED BY THE CRANE MANUFACTURER UNDER SEPARATE CONTRACT. NOTATIONS FOR THESE ITEMS ON THE DRAWINGS ARE DESIGNATED ". N.I.C." (NOT IN CONTRACT)
FUTURE 3TON OVERHEAD CRANE ASSEMBLY. ENTIRE ASSEMBLY MUST BE BELOW OVERHEAD DOOR RAILS. N.I.C.
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EXISTING 2" POLYSTYRENE INSULATION
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EXISTING R-38 FIBERGLASS BATT INSULATION
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EXISTING 2x4 WOOD GIRTS
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EXISTING 2" POLYSTYRENE INSULATION
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EXISTING 2" RIGID INSULATION
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EXISTING GRADE
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EXISTING METAL SIDING
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EXISTING 8x8 TIMBER POSTS
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EXISTING WOOD ROOF TRUSSES AT 24" ON CENTER
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EXISTING 5/8" FIRECODE "X" ABUSE-RESISTANT, VERY HIGH IMPACT, MOLD AND MOISTURE RESISTANT GYPSUM WALLBOARD ON WALLS
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EXISTING 5/8" FIRECODE "X" ABUSE-RESISTANT, VERY HIGH IMPACT, MOLD AND MOISTURE RESISTANT GYPSUM WALLBOARD ON WALLS ENTIRE CEILING
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A
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A2
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NEW LOUVER AND DAMPER. SEE MECHANICAL DRAWINGS
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1
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A1
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REAR ELEVATION
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SCALE: 1/2" = 1'-0"
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A2
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A
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CROSS SECTION
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SCALE: 1/2" = 1'-0"
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NEW EXHAUST FAN. SEE MECHANICAL DRAWINGS
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NEW EXHAUST FAN. SEE MECHANICAL DRAWINGS
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2
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A1
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12'-0";
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TOP OF OVERHEAD DOOR RAILS
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NEW 1/2" CD EXTERIOR PLYWOOD WITH .032" MILL FINISHED ALUMINUM 1-PIECE PANEL ON EXTERIOR FACE AND OVER EDGE
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CUT AND REMOVE EXISTING METAL SIDING AND RIGID INSULATION AS REQUIRED
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CUT AND REMOVE EXISTING METAL SIDING AND RIGID INSULATION AS REQUIRED
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EXISTING GABLE VENT
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TOP OF SLAB
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LINE OF EXISTING SLOPED CONCRETE SLAB
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A2
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3
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PILE CAP DETAIL
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SCALE: 3/8" = 1'-0"
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6"
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1'-2"
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19'-0" (LENGTH OF HELICAL PILE
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INTEGRAL COUPLING
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PLAIN EXTENSION
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EXTENSION WITH HELIX
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3'-0"; (EXISTING)
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NEW STEEL COLUMNS, BASE PLATE, AND ANCHORAGE BY CRANE MANUFACTURER. N.I.C.
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EXISTING CONCRETE SLAB
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CUT, REMOVE, AND REPLACE EXISTING CONCRETE SLAB AS REQUIRED
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NEW No. 5 TOP REBAR AT 12" O.C. EACH WAY
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EXISTING METAL SIDING
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EXISTING 8x8 TIMBER POST
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NEW REINFORCED CONCRETE PILE CAP. SEE DETAIL 3/A2 AND ENLARGED PLAN THIS SHEET
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SCALE: 1/4" = 1'-0"
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ENLARGED PILE CAP PLAN
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11"
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10"
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2'-2"
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11"
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1'-3"
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1'-3"
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10"
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EXISTING GRADE
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COMPACTED FILL OR No. 57 STONE
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NEW 46"x52"x14" TRIANGULAR PILE CAP
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1
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2
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10"
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TOP REINFORCING No. 5 BARS AT 12" ON CENTER BOTH WAYS
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NEW (3) No. 6 BOTTOM REINFORCING ALL (3) SIDES. LOCATE 9" BELOW TOP OF PILE CAP
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DOUBLE HELIX OF 2-1/2" DIAMETER SCHEDULE 40 HELICAL PILE - TOP HELIX 12 INCHES BOTTOM HELIX 10 INCHES. LENGTH OF HELICAL PILE TO BE 19 FEET. BOTTOM HELIX AT 18.4 FT AND TOP HELIX AT 15.9 FT.
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DOUBLE HELIX OF 2-1/2" DIAMETER SCHEDULE 40 HELICAL PILE - TOP HELIX 12 INCHES BOTTOM HELIX 10 INCHES. LENGTH OF HELICAL PILE TO BE 19 FEET. BOTTOM HELIX AT 18.4 FT AND TOP HELIX AT 15.9 FT.
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DOUBLE HELIX OF 2-1/2" DIAMETER SCHEDULE 40 HELICAL PILE - TOP HELIX 12 INCHES BOTTOM HELIX 10 INCHES. LENGTH OF HELICAL PILE TO BE 19 FEET. BOTTOM HELIX AT 18.4 FT AND TOP HELIX AT 15.9 FT.
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NEW 46"x52"x14" TRIANGULAR PILE CAP
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NEW (3) No. 6 BOTTOM REINFORCING ALL (3) SIDES. LOCATE 9" BELOW TOP OF PILE CAP
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PROJECT No. T0606-02
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HELICAL PILE MANUFACTURER'S MINIMUM 4" TERMINATION CAP
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CUT, REMOVE, AND REPLACE EXISTING CONCRETE SLAB AS REQUIRED
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NEW REINFORCED CONCRETE PILE CAP. SEE DETAIL 3/A2 AND ENLARGED PLAN THIS SHEET
THE PROVISION AND INSTALLATION OF THE NEW 3-TON OVERHEAD CRANE ASSEMBLY, INCLUDING COLUMNS, BASE PLATES AND ANCHORAGE, RAILS, TROLLEY'S, TRACKS, AND MOTORS WILL BE PERFORMED BY THE CRANE MANUFACTURER UNDER SEPARATE CONTRACT. NOTATIONS FOR THESE ITEMS ON THE DRAWINGS ARE DESIGNATED "N.I.C." (NOT IN CONTRACT)
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TJL
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11/21/18
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PERMIT
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9/13/18
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LC
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DATE
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DRAWN
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R.N.
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BY
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DATE
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ME1
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FLOOR PLAN - MECHANICAL/ELECTRICAL
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SCALE: 1/2" = 1'-0"
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EXISTING 20" X 30" PAINTED STEEL INSULATED ACCESS PANEL
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RONALD A. SEBRING ASSOCIATES, LLC
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POINT PLEASANT BEACH, NEW JERSEY
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ARCHITECTURE - PLANNING - DESIGN
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2211 LEHIGH ST. P.O. BOX 4539
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EASTERN CONSULTANTS, INC
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405 RICHMOND AVE.
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EASTON, PENNSYLVANIA 18043
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CONSULTING ENGINEERS
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MOUNTING: SURFACE
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LOCATION: PLOW SHOP
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CIRCUIT DESCRIPTION
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EXISTING PANEL
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PHASE C TOTALS
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PHASE B TOTALS
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PHASE A TOTALS
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NOTES:
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TOTALS
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171.5
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111.3
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177.5
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86
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50
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84
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41
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39
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37
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35
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33
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91.5
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42
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40
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38
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36
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34
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61.3
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87.5
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PANEL A SCHEDULE
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CIRCUIT DESCRIPTION
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MAINS: 200 AMPS
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OVERHEAD DOOR
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MAIN BRK.: NONE
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120/208 VOLTS, 3 PHASE, 4WIRE, S/N
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POLES
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21
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27
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31
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29
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25
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23
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20
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20
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20
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19
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17
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1
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1
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1
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15
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13
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11
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A
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B
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AMPS
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AMP
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P
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C
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20
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20
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20
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20
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1
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1
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1
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9
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7
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5
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2
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3
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1
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CIRCUIT
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BREAKER
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22
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28
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32
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30
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26
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24
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20
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18
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16
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14
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12
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1
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1
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1
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20
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20
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20
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AMP
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P
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10
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8
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6
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1
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1
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4
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2
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20
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20
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BREAKER
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CIRCUIT
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C
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B
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A
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AMPS
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LIGHTS
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RECEPTS. - SOUTH WALL, GFI
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AIR COMPRESSOR
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32
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32
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32
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4
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4
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4
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4
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10
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4
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10
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12
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36
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4
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30
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30
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4
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36
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4
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17.5
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4
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17.5
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17.5
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RECEPTS. - SOUTH WALL, GFI
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RECEPTS. - SOUTH WALL, GFI
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RECEPTS. - SOUTH WALL, GFI
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RECEPTS. - NORTH WALL, GFI
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RECEPTS. - WELDER
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40
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3
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36
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36
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30
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3
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RECEPTS. - NORTH WALL, GFI
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RECEPTS. - NORTH WALL, GFI
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RECEPTS. - EAST WALL, GFI
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RECEPTS. - EAST WALL, GFI
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RECEPTS. - NORTH WALL, GFI
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HEATER #2
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20
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2
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S
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GF
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GF
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GF
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GF
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A-7
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A-9
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A-11
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A-13
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GF
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GF
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GF
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GF
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A-15
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A-8
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A-10
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A-16
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EX
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EX
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EX
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EX
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EX
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EX
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EX
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EX
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EX
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A-17,19
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EX. UH-1
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EX. PANEL 'A'
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S
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OD
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EX
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EX
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UH1
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A-18,20
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EX. UH-2
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EX
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T
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UH2
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GF
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A-12
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EX
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GF
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A-14
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EX
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A-5
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A-5
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A-2,4,6
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EX. AIR COMPRESSOR
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20
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2
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(1)
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HEATER #1
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CRANE BREAKER
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60
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3
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EXHAUST FAN , EF-1
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SPACE
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1
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15
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4
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EXISTING OVERHEAD DOOR RAIL/CHAIN TRACK
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EXISTING OVERHEAD DOOR DOOR MOTOR ASSEMBLY
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EXISTING OPENING IN FOAM
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A-1,3
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NEW ELECTRICAL WIRING
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EX. SURFACE-MOUNTED PANEL
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PANEL 'A', CIRCUIT #1
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INDICATES NEW HOME RUN TO
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A-1
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ABOVE FINISHED GRADE
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ELECTROMETALLIC CONDUIT
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RIGID NON-METALLIC CONDUIT
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RIGID METAL CONDUIT
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ABOVE FINISHED FLOOR
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RMC
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AFG
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AFF
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RNC
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EMT
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C
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CONDUIT
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EX
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EXISTING
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METAL-CLAD CABLE
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MC
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%%USYMBOL LIST
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JUNCTION BOX
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EX ELECTRICAL WIRING
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CONNECT NEW TO EX.
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NEW JUNCTION BOX
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EXISTING DUPLEX RECEPTACLE
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GND. OR GD
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GROUND
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JB
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PANEL 'A', CIRCUIT #1
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INDICATES EX. HOME RUN TO
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A-1
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S
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EX
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S
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OD
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EX
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(< MTD. AT 55";)
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GF
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EX
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GF - GROUND FAULT PROTECTED
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EXISTING OVERHEAD DOOR SWITCH
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EXISTING LIGHT SWITCH
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(< MTD. AT 55";)
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EXISTING 14' WIDE x 12' HIGH INSULATED OVERHEAD DOOR
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J
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J
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EX. COMBINATION EXIT SIGN
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EMERGENCY BATTERY UNIT
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EXISTING DISCONNECT SWITCH
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NEW DISCONNECT
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SAFETY SWITCH
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DAVID J. PARSONS, N.J.P.E. NO 24014
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%%UINTAKE AIR LOUVER (L-1):
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18" HIGH X 24" WIDE X 4" DEEP
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PROVIDE LOUVERS AS MANUFACTURED BY NCA MFG, PENN VENTILATOR, AMERICAN AIR & WARMING, INC.
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OR APPROVED EQUAL.
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BACKDRAFT DAMPER
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15X15 18 GA. DUCT
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PLENUM THRU WALL,
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3. MANUFACTURERS: S&P, CARNES, PENN VENTILATOR, OR APPROVED EQUAL.
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EXHAUST FAN SCHEDULE
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AREA SERVICED
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%%UNOTES:
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NO.
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EF-1
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600
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CFM
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S&P
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CWD101A
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MANUFACTURER
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MODEL
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1/4
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120/1/60
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0.125
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ELECTRIC
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SP
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HP
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AMPS
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NOTES: 1,2,3
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REMARKS
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WALL
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PLOW SHOP
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TYPE
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2. PROVIDE 15" X 15" DUCT THROUGH WALL AND MOUNT 14" X 14" DAMPER IN DUCT.
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J
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J
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J
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WALL EXHAUST FAN, EF-1, REFER TO DRAWING A2 FOR MOUNTING HEIGHT
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EX
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EX
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EX
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EX
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EX
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EX
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L-1, REFER TO DRAWING A2 FOR MOUNTING HEIGHT
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MECHANICAL/ELECTRICAL FLOOR PLAN
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T
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5.8
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S
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F
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J
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S
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EF1
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NCA MODEL XAD-4 CHANNEL FRAME, SILL EXTENSION, INTERIOR HEAVY GAUGE PROTECTIVE BIRD SCREEN & STANDARD COLOR POWDER COAT FINISH (WITH ACD-44 LOW LEAKAGE ALUMINUM AIRFOIL CONTROL DAMPER W/4" FRAME AND 4" PARALLEL BLADES WITH EXTENDABLE DRIVE AXLE AND FSLF120-S 120 VOLT ON/OFF SPRING RETURN ACTUATOR.
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DAMPER ACTUATOR
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PARALLEL BLADE DAMPER, D-1
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INTERIOR HEAVY GAUGE PROTECTIVE BIRD SCREEN
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15
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ACCORDANCE WITH THE 2015 INTERNATIONAL MECHANICAL CODE, AND THE 2014 NATIONAL
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1. CONTRACTOR SHALL FURNISH AND INSTALL ALL MECHANICAL EQUIPMENT, DUCTWORK, ETC. IN
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%%UMECHANICAL SPECIFICATIONS:
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ELECTRICAL CODE.
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3. FURNISH AND INSTALL ALL DUCTWORK IN ACCORDANCE WITH THE 2015 IMC AND SMACNA STANDARDS.
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2. ALL MECHANICAL EQUIPMENT FURNISHED SHALL BE UL LISTED.
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FROM ENTERING THE STRUCTURE.
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4. THE CONTRACTOR SHALL FLASH AND SEAL ALL PENETRATIONS OF EXTERIOR WALL TO PREVENT WATER
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SPECIFIED AND SHOWN ON THE DRAWINGS.
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4. THE CONTRACTOR SHALL REMOVE EXISTING EXHAUST FANS AND INSTALL NEW EXHAUST FANS AS
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5. CONTRACTOR SHALL PROVIDE ADDITIONAL WOOD BLOCKING AND SUPPORTS IN WALL FOR NEW MECHANICAL
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8. THE CONTRACTOR SHALL COORDINATE MECHANICAL EQUIPMENT FUSE/OVER CURRENT DEVICES WITH EQUIPMENT
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NAMEPLATE RATING AND PROVIDE FUSE/OVER CURRENT DEVICES SIZED TO PROTECT THE EQUIPMENT.
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%%UELECTRICAL SPECIFICATIONS:
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1. PROVIDE ALL NEW ELECTRICAL MATERIALS AND INSTALLATION IN ACCORDANCE WITH THE 2014 NATIONAL
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ELECTRICAL CODE (NEC).
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2. ALL WIRING SHALL BE TYPE THWN COPPER RUN IN CONDUIT, MINIMUM WIRE SIZE #12 AWG, OR LARGER
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AS NOTED ON THE DRAWINGS.
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4. CONDUITS SHALL BE EMT WITH COMPRESSION FITTINGS. FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR
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%%UELECTRICAL SCOPE OF WORK:
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1. PROVIDE ELECTRICAL POWER AND CONTROL WIRING FOR THE NEW EXHAUST FAN AND INTAKE AIR DAMPER
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AS SHOWN ON THE DRAWINGS.
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2. PROVIDE NEW WELDER RECEPTACLES AND NEW BRANCH CIRCUITS AS SHOWN ON THE DRAWINGS.
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3. PROVIDE NEW CIRCUIT BREAKERS FOR THE ABOVE CIRCUITS IN THE EXISTING ELECTRICAL PANELBOARD.
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REQUIRED VENTILATION IN THE GARAGE.
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1. PROVIDE NEW EXHAUST FAN AND INTAKE AIR LOUVER WITH MOTORIZED DAMPER TO PROVIDE
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%%UMECHANICAL SCOPE OF WORK:
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FINAL CONNECTIONS TO MECHANICAL EQUIPMENT.
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5. ALL CONDUITS SHALL BE RUN EXPOSED ON WALLS OR CEILING, AND SHALL BE RUN SQUARE WITH WALLS. CONDUIT RUNS SHALL BE INSTALLED TO AVOID ANY EXISTING EQUIPMENT, OUTLET BOXES, CONDUITS, ETC. MOUNTED ON WALLS OR CEILINGS AND SHALL BE SUPPORTED WITH CLIPS AND ANCHORED TO WALLS AND CEILINGS. ALL FLEXIBLE CONDUITS SHALL BE SUPPORTED AS REQUIRED BY 2014 NEC AND WITHIN 6" OF ALL BOXES AND EQUIPMENT.
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6. CONTRACTOR SHALL PROVIDE FUSED NEMA 1 SAFETY SWITCHES NEAR EXHAUST FAN AND DAMPER MOTOR AND PROVIDE TIME DELAY FUSES IN SIZES REQUIRED TO PROTECT THE EQUIPMENT FURNISHED.
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7. CONTRACTOR SHALL PROVIDE SPECIAL SIMPLEX RECEPTACLES FOR THE NEW WELDER OUTLETS.
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EQUIPMENT AND DUCTWORK.
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%%UVENTILATION SCHEDULE
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GARAGE EXHAUST AIRFLOW SCHEDULE = 600 CFM CALCULATIONS: PER TABLE 403.3.1.1 INTERNATIONAL MECHANICAL CODE, MINIMUM VENTILATION RATES FOR STORAGE - REPAIR GARAGES REQUIRED EXHAUST FLOW RATE = 0.75 CFM/FT AREA GARAGE = 800 FT REQUIRED VENTILATION = 800 FT X 0.75 CFM/FT = 600 CFM
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2
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2
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2
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F
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F
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15
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EF-1 & D-1 ELECTRICAL DIAGRAM
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NO SCALE
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PARALLEL BLADE DAMPER, D-1
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15
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F
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L-1
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DAMPER ACTUATOR
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DAMPER ACTUATOR
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S
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F
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J
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5.8
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A-28
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A-28
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15
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F
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EF-1
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S
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EF1
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2-#12 W/#12 GD IN 3/4" LFMC
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2-#12 W/#12 GD IN 3/4" EMT
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2-#12 W/#12 GD IN 3/4" EMT
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2-#12 (HOT LEG) W/#12 GD IN 3/4" EMT
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20 AMP TOGGLE SWITCH
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SEQUENCE OF OPERATONS: WHEN SWITCH IS TURNED ON EXHAUST FAN SHALL RUN AND DAMPER MOTOR WILL OPEN DAMPER D-1 INTAKE AIR. WHEN TURNED TO OFF POSITION FAN SHALL TURN OFF AND DAMPER D-1 WILL CLOSE.
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SPECIAL RECEPTACLE FOR WELDER
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(1)
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(1)
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(1)
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PROVIDE NEW CIRECUIT BREAKERS FOR NEW RECEPTACLES AND EQUIPMENT
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INTERIOR HEAVY GAUGE PROTECTIVE BIRD SCREEN
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FUTURE 3TON OVERHEAD CRANE ASSEMBLY. ENTIRE ASSEMBLY MUST BE BELOW OVERHEAD DOOR RAILS
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TRACK FOR PENDANT STATION ABOVE
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TRACK FOR TROLLEY FESTOON ABOVEABOVE
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BRIDGE MOTOR ABOVE
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BRIDGE MOTOR ABOVE
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CRANE RAIL ABOVE
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CRANE RAIL ABOVE
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E5
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E4
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E6
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E4
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E7
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3. PROVIDE ONE SPARE SET OF FUSES FOR EACH FUSED SAFETY SWITCH.
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%%UELECTRICAL DRAWING NOTES:
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SURFACE METAL OUTLET BOX WITH SPECIAL SIMPLEX RECEPTACLE, NEMA L-60R, 250 VOLT, 30 AMP, 3-PHASE LOCKING RECEPTACLE WITH GROUND.
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E8
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3-#8 WITH #8 GD. IN 1" EMT CONDUIT.
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E6
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SURFACE METAL OUTLET BOX ON CEILING WITH 6 FOOT LONG 3-#6 WITH #6 GD. SJ CORD AND STRESS CONNECTOR FROM BOX DOWN, COILED FOR FUTURE TO POWER CONNECTION TO THE CRANE CONTROL PANEL. CRANE TO BE FURNISHED BY OTHERS.
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E6
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LINE OVERHEAD DOOR ABOVE
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PLOW SHOP RENOVATIONS
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DOT EDGEWATER PARK MAINTENANCE YARD
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EDGEWATER PARK, BURLINGTON COUNTY, NEW JERSEY
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CRANE ELECTRICAL DIAGRAM
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NO SCALE
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EX. PANEL A 200 AMP MAIN BREAKER 120/208V 3 PHASE
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EX. PLYWOOD BACKBOARD
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1. WITH BIRDSCREEN, MOUNTED AND WIRED DISCONNECT SWITCH, SPEED CONTROL AND GRAVITY PARALLEL BLADE BACKDRAFT DAMPER.
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J
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CRANE CONTROLLER (BY OTHERS)
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E1
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NEW 60 AMP, 3 POLE SIEMENS CIRCUIT BREAKER IN EXISTING ELECTRICAL PANEL 'A', TO MATCH EXISTING CIRCUIT BREAKER TYPE.
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E1
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E2
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E3
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E1
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E2
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E3
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E4
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E5
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E4
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E4
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E6
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E2
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3-#6 WITH #6 GROUND IN 1" CONDUIT.
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E3
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NEW ADJUSTABLE 30 AMP TRIP, SET AT 30 AMPS, TRIP, ADJUSTABLE IN PUSH SET AT 10X CIRCUIT BREAKER IN NEMA 1 ENCLOSURE. SQUARE D. CO #HDL36060U31X WITH PK-0GTAZ GROUND BAR AND HD100S NEMA 1 ENCLOSURE. MANUFACTURERS: SQUARE D CO., EQUALS BY SIEMENS, GE OR APPROVED EQUAL.
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E4
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3-#6 WITH #6 GROUND THWN IN 1" EMT CONDUIT. SURFACE MOUNTED ON WALL AND CEILING.
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E5
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LOCKABLE 3P 60 AMP NEMA 1 SAFETY SWITCH, SQ-D CO., GE, SIEMENS, OR APPROVED EQUAL. TOP OF SWITCH TO BE MOUNTED @ 48" AFF. PROVIDE SIGN ON WALL NEXT TO SWITCH.
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E6
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RUN ON WALL, MIN. 8'-0" AFF
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RUN ON CEILING
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EXISTING CONCRETE SLAB
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RUN ON WALL, MIN. 8'-0" AFF
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SHUT-DOWN
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EMERGENCY
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SWITCH
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CRANE
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E7
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E7
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E8
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RUN AT CEILING
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A-25,27
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E8
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METAL CONDUIT
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LIQUID-TIGHT FLEXIBLE
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LFMC
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2-#12 W/#12 GD IN 3/4" LFMC
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E9
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E9
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PROVIDE ALUMINUM SIGN WITH 1" HIGH LETTERS ON WHITE BACKGROUND, 12" WIDE X 12" HIGH MOUNTED ON WALL ABOVE CRANE SAFETY SWITCH.
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30
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%%UWELDER RECEPTACLE:
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PROVIDE A HUBBELL CS8369 LOCKING RECEPTACLE WITH HBL505C, RATED 50 AMP, 208 VOLT, 3 PHASE. 3-BLADES WITH GROUND RING WITH GALVANIZED COVER PLATE ON 4" X 4" SURFACE MOUNTED BOX. MANUFACTURERS: HUBBELL, P&S, KELLEMS, OR APPROVED EQUAL.
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%%UWELDER PLUG:
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PROVIDE ONE (1) HUBBELL CS8365C MATCHING LOCKING PLUG TO BE INSTALLED ON EXISTING WELDER POWER CORD. RATED: 50 AMP, 208 VOLT, 3 PHASE WITH GROUND. MANUFACTURERS: HUBBELL, P&S, KELLEMS, OR APPROVED EQUAL.
