rowan university renovations to rowan … retaining wall. existing electrical box. conc. walkway....
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PROJECT NUMBER: 1994
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RENOVATIONS TO ROWAN SOCCER FIELD PRESS BOX ISSUED FOR CONSTRUCTION
STRUCTURAL ENGINEER
Harrison-Hamnett, P.C. Consulting StructumJ Engine-ers
40 Knowles Street Pennington, NJ 08534 (609) 818-1808Fax: (609) 818-1809www.hhpccse.com
•• 11/13/2017
Clarke Caton Hintz Architecture Planning Landscape Architecture
••
100 Barrack Street Trenton, NJ 08608 tel: (609) 883.8383 fax: (609) 883 4044
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A/G POOL
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BLEACHERS
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BENCH
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BENCHES
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WILSON
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AVENUE
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CARPENTER STREET
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1.5 STY.
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DWELLING
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CONC. DRIVE
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1 STY.
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DWELLING
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BIT. DRIVE
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BRICK
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CONC. DRIVE
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1 STY.
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DWELLING
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1 STY.
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FRAME
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GARAGE
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SHED
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METAL
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SHED
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DWELLING
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BIT. DRIVE
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BIT. DRIVE
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DWELLING
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BIT. DRIVE
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BIT. DRIVE
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EDUCATION HALL
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BITUMINOUS PARKING LOT-M
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BITUMINOUS PARKING LOT-B
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BITUMINOUS PARKING LOT-B
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EDGEWOOD
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ESBJORNSON GYM &
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STUDENT REC. CENTER
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BIT. PARKING LOT M-1
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BIT. PARKING LOT M-1
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BIT. PARKING LOT D-1
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BITUMINOUS PARKING LOT
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BITUMINOUS ROADWAY
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BITUMINOUS ROADWAY
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BIT. PARKING LOT D
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BITUMINOUS ROADWAY
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ROBINSON CIRCLE
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BITUMINOUS ROADWAY
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SOCCER FIELD
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BITUMINOUS ROADWAY
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LT. STD.
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CALL BOX
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LT. STD.
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CALL BOX
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LT. STD.
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EX. SOFTBALL FIELD PERIMETER FENCE
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EXISTING DIRT PATH
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EXISTING STATUE
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TEAM HOUSE BUILDING
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BRICK PAVER PATIO
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CONC. WALK
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EXISTING 6' WIDE BITUMINOUS SIDEWALK
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EXISTING 8' WIDE CONCRETE SIDEWALK
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EXISTING STONE
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EXISTING STONE
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EXISTING WALL
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EXISTING CHILDREN GARDEN
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LT. STD.
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LT. STD.
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LT. STD.
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LT. STD.
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LT. STD.
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EXISTING RETAINING WALL
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EXISTING ELECTRICAL BOX
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CONC. WALKWAY
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CONC. WALKWAY
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CONC. WALKWAY
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CONC. WALKWAY
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CONC. WALKWAY
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EXISTING BITUMINOUS PARKING LOT
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CONC. WALK
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LT. STD.
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EXISTING 2" TREE (TYP.)
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EXISTING 2" TREE (TYP.)
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EXISTING BLEACHERS
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EXISTING STONE
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EXISTING ID SIGN
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EXISTING PED. CROSSING SIGN
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CALL BOX
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EXISTING ALUMINUM FENCE
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EXISTING SOFTBALL SCOREBOARD
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EXISTING STADIUM SCOREBOARD
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LT. STD.
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EXISTING EVERGREEN BUFFER
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EXISTING TENNIS COURT
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EXISTING VEGETATION
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EXISTING TENNIS COURT
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EXISTING VEGETATION
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EDUCATION HALL
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CARPENTER STREET
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CAMPUS DRIVE
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EXISTING SOFTBALL FIELD
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CONC. WALKWAY
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BITUMINOUS. WALK
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CONC. WALKWAY
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BITUMINOUS. WALK
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EXISTING BITUMINOUS PAVING
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EXISTING VEGETATION
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EXISTING MAINTENANCE SHED
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EXISTING ACCESS GATE TO STADIUM
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FOOTBALL STADIUM
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EX 10.8" PINETREE
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EX 16.8" PINETREE
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EX 3X9.6" PINETREE
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EX 7.2" PINETREE
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EX 10.8" PINETREE
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EX 18.0" PINETREE
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EX 13.2" PINETREE
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EX 9.6" PINETREE EX 7.2" PINETREE EX 13.2 PINETREE
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EX 12.0" PINETREE
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EX 19.2" PINETREE
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EX 10.8" PINETREE
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A8 GROUND FLOOR PLAN
E8 BLEACHER LEVEL FLOOR PLAN
J8 BLEACHER LEVEL REFLECTED CEILING PLAN
N8 ROOF PLAN
A-101
PRESS BOXPLANS ANDDETAILS
N20 SITE PLAN
A20 OH DOOR JAMB A19 HM DOOR JAMBA17 HM DOOR HEAD A16 OH DOOR HEAD
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EXISTING CMU WALLS TO REMAIN - DEMO TOP (2) COURSES AND INSTALL (1) BOND BEAM COURSE
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STORAGE
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100
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100A
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100B
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EXISTING BLEACHERS TO REMAIN - PROTECT AS REQUIRED DURING CONSTRUCTION OF PRESS BOX
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SURFACE MTD LIGHT FIXTURES W/ EXPOSED CONDUIT
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#4 REBAR VERTICAL - EXTEND HORIZONTALLY INTO BOND BEAM - SEE ELEVATIONS
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FLOOR FRAMING ABOVE - BY PRESS BOX MANUFACTURER
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LINE OF OH DOOR ABOVE
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UP
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2R 1'-1"
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UP
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6 1/2"
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PRESS BOX
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200
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200
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METAL PANEL ON STL TUBE FRAME
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PROVIDE STAIR, LANDING AND RAILING TO MATCH BLEACHER CONSTRUCTION
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30" X 36" ROOF HATCH & LADDER
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ANODIZED ALUM COUNTERTOP
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ELEC PANEL - COORDINATE W/ PRESS BOX MFR
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STL CHANNEL FLOOR STRUCTURE
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EXISTING BLEACHERS TO REMAIN - PROTECT AS REQUIRED DURING DEMO OF EXISTING PRESS BOX AND CONSTRUCTION OF PRESS BOX
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PRESS BOX
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200
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30" X 36" ROOF HATCH & LADDER
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2X2 ACP
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FLAT SEAM METAL ROOF WITH ELASTOMERIC COATING
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POWDER COATED GALVANIZED ROOF RAILING POSTS WELDED TO ROOF FRAMING
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GFCI OUTLET
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30" X 36" ROOF HATCH
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VINYL COATED FENCING
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SLOPE 1/4"/FT
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SINGLE POLE SWITCH W/ OCCUPANCY SENSOR
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DUPLEX RECEPTICLE
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DATA OUTLET
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EXIT SIGN W/ EMERGENCY LIGHTS
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LED EXTERIOR EMERGENCY LIGHT
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2X4 LED LIGHT
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1X4 LED LIGHT
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DOOR TYPES
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H.M.
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F1
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FRAME TYPES
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F2
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F
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OH
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H.M.
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H.M.
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OH SECTIONAL STEEL
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HM DOOR
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HM FRAME
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EX CMU
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EX CMU
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SECTIONAL OH DOOR TRACK
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WEATHER- STRIPPING
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OH DOOR
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EX CMU BEYOND
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HM FRAME
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HM DOOR
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SEALANT
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CONT. STL PLATE
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PRE-FAB PRESS BOX FLOOR FRAMING - WELDED TO CONT PLATE
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EX CMU
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OH DOOR TRACK
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EX CONC LINTEL
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OH DOOR MECHANISM
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CONT. STL PLATE
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PRE-FAB PRESS BOX FLOOR FRAMING - WELDED TO CONT PLATE
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REINFORCED CMU BOND BM
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REINFORCED CMU BOND BM
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PROVIDE SUPPORTS AS REQ'D
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PAINTABLE SEALANT (TYP.)
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HM DOOR
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ALUM THRESHOLD
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HM DOOR
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ALUM THRESHOLD
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A
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ROWAN UNIVERSITY 201 Mullica Hill Road Glassboro, NJ 08028 (856) 256-4000
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OWNER:
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HARRISON-HAMNETT, P.C. 40 Knowles Street Pennington, NJ 08534 (608) 818-1808
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STRUCTURAL ENGINEER:
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SUBMISSIONS
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NO.
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DATE
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DESCRIPTION
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DATE:
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SCALE:
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DRAWN BY:
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CHECKED BY:
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SHEET TITLE:
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DRAWING NO.:
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CCH PROJECT NO:
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1994
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REVISIONS
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1
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2
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B
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NJ LICENSE NO 21AI01300200
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ARCHITECT
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GEORGE M. HIBBS, AIA
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1 11/13/17 FOR CONSTRUCTION
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SCALE: 1/4" = 1'-0"
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SCALE: 1/4" = 1'-0"
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SCALE: 1/4" = 1'-0"
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SCALE: 1/4" = 1'-0"
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11/03/17
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AS NOTED
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-
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-
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SCALE: 1/16" = 1'-0"
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E8
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A-101
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EXISTING BLEACHERS TO REMAIN
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DEMO EXISTING WOOD FRAMED PRESS BOX AND PREP EXISTING CMU TO REMAIN TO RECEIVE NEW STL PRESS BOX
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SCALE: 1 1/2" = 1'-0"
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SCALE: 1 1/2" = 1'-0"
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SCALE: 1 1/2" = 1'-0"
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SCALE: 1 1/2" = 1'-0"
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STRUCTURAL NOTES: 1. INSTALL #4 VERTICAL REBAR AS INSTALL #4 VERTICAL REBAR AS SHOWN ON PLAN. GROUT CORE SOLID @ REBAR. PROVIDE 1" DIA. DRILLED PORT HOLE AT BASE OF WALL AT REBAR LOCATION TO OBSERVE AND VERIFY GROUT. EXTEND REBAR 8" ABOVE THE TOP OF WALL AND BEND INTO BOND BEAM ONCE BOND BEAM COURSE IS SET. 2. INSTALL 8" BOND BEAM COURSE ON TOP INSTALL 8" BOND BEAM COURSE ON TOP OF EXISTING CMU. INSTALL (2) #4 CONTINUOUS HORIZ W/ CORNER LAP BARS AND FILL SOLID.. VERTICAL BARS IN WALL ARE TO BE BENT AND HOOKED INTO BOND BEAM. INSTALL HOOKED ANCHOR BOLTS EMBEDDED INTO BOND BEAM. 3. INSTALL " X 7" PLATE CONTINUOUS INSTALL " X 7" PLATE CONTINUOUS 12" X 7" PLATE CONTINUOUS AT TOP OF BOND BEAM COURSE. 4. SET PRE-FAB PRESS BOX AND WELD AS SET PRE-FAB PRESS BOX AND WELD AS SHOWN IN DETAIL J20.
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A8
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A-102
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TO A.S.T.M. A-123-89 ae1.
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A529-50, OR A500 GRADE B.
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A36/A572 GRADE 50, A572 GRADE 50,
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FOLLOWING ASTM SPECIFICATIONS: A36,
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ALL STEEL TO BE HOT DIPPED GALVANIZED
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TREAD & SEAT AREA 100psf UNIFORM LIVE LOAD.
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SEAT (VERTICAL) 120 lbs/lf.
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SEAT (HORIZONTAL SWAY) 24lbs/lf PARALLEL AND
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HANDRAIL & GUARDRAIL 200 lbs CONCENTRATED IN ANY DIRECTION.
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STRUCTURAL SHAPES MEET ONE OF THE
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WELDS ARE ALL AROUND WITH TYPE ER70S-6
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STRUCTURAL BOLTS ARE HOT DIPPED GALV. AND
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HANDRAIL & GUARDRAIL 50 lbs/lf IN ANY DIRECTION.
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ARE EQUAL TO OR GREATER THAN A-307.
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NO CONNECTIONS UTILIZING HIGH STRENGTH
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BOLTS ARE CLASSED AS SLIP CRITICAL.
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WIRE MIG.
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%%UNOTES
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%%UDESIGN LOADING
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PIPE SIZE. (1 5/8" O.D.)
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ANODIZED ALUMINUM RAIL IS 1 1/4" NOMINAL
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BASIS OF DESIGN : SOUTHERN BLEACHER COMPANY
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SNOW LOADS AS PER IBC2015NJ
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WIND LOADS AS PER IBC2015NJ
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SEISMIC LOADS AS PER IBC2015NJ
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10lbs/lf PERPENDICULAR TO SEAT.
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OCCUPANCY GROUP - A5
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CODE OF REFERENCE - IBC 2015NJ
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CONSTRUCTION TYPE - VBB
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STAIR TREADS & AISLE TREADS RESIST MINIMUM CONCENTRATED
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LOAD OF 300 POUNDS ON AN AREA OF 4 SQUARE INCHES
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STEEL FABRICATION TO BE DONE IN AN AISC CERTIFIED PLANT. A THIRD PARTY AISC APPROVED INSPECTION AGENCY MUST BE HIRED TO COMPLETE AND PROPERLY DOCUMENT THESE INSPECTIONS. THE AGENCY MUST DISCLOSE ANY POSSIBLE CONFLICTS OF INTEREST SO THAT OBJECTIVITY CAN BE CONFIRMED. CERTIFIED REPORTS SHALL BE SUBMITTED DIRECTLY TO THE ARCHITECT FOR CONFIRMATION. ALL ASSOCIATED COSTS SHALL BE INCLUSIVE WITH THE MANUFACTURERS BID.
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CIR.
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BREAKER
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200 AMP RATED - 32 CIRCUIT W/ EQUIPMENT GROUND
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SIZE
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POLE
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CIR.
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BREAKER
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SIZE
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POLE
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PANEL
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VOLTS
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PH.
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LP
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240/120
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1
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MOUNTING:
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FLUSH
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SURFACE
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BUS
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A
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B
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AMP MAIN BREAKER
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100
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X
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#
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#
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GENERAL ELECTRIC #TLM1620CCU
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SPACE
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SPACE
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SPACE
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SPACE
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SPACE
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SPACE
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SPACE
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1
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1
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RECPT. FRONT WALL
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RECPT. BACK WALL
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RECPT. BACK WALL
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RECPT. ROOFTOP
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SPARE
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20
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1
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(3) 4'X2' 2 LAMP RECESSED
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SPARE
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RECPT. BACK WALL
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2 RECPTACLES FRONT WALL
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20
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1
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20
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1
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SPARE
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SPARE
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SPACE
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SPACE
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SPACE
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SPACE
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SPACE
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LOAD CENTER SCHEDULE
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22,000 SYN. A.I.C. MIN.
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15A. 125V. DUPLEX RECPT.
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J
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4X4X2 1/8" JUNCTION BOX
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W/ 3/4" C STUBOUT UNDER FLOOR
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S
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15A. 125V. SINGLE POLE DECORATOR STYLE SWITCH
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OS
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- WITH MANUAL ON/OFF OCCUPANCY SENSOR
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FOR USE BY OTHERS
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S
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15A. 125V. 3-WAY DECORATOR STYLE SWITCH
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- WITH MANUAL ON/OFF OCCUPANCY SENSOR
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OS
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3
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RAB LIGHTING EZPAN2X4-40N/D10
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4'X2' EDGELIT LED PANEL LIGHT
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0.33A @ 120V INPUT WATTS: 39W
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INTERIOR ROOM EXIT/EMERGENCY LIGHT
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EM./EXIT LIGHT AT EXTERIOR DOORS
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CONDUIT WILL BE 1/2" EMT, 1/2" STEELFLEX, OR SURFACE RACEWAY UNLESS OTHERWISE NOTED
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WIRING ON 20A BREAKERS WILL BE #12 = THWN - THHN
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EQUIPMENT GROUND RUN IN ALL CONDUITS OR NON-METALLIC SURFACE RACEWAYS
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PANEL FEEDER, NEUTRAL, BONDING, AND GROUNDING TO BE ACCORDING TO APPLICABLE CODES ADOPTED BY THE LOCAL AHJ AHJ ON SITE BY ELECTRICAL CONTRACTOR. PANEL BONDED TO METAL BUILDING FRAME BY PRESS BOX MANUF.
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NOTE: SURVEY POWER TO EXISTING PRESS BOX AND COORDINATE EXISTING WITH MANUFACTURER'S POWER REQUIREMENTS.
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DOOR N0
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DOOR WIDTH
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HEIGHT
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SWING
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DOOR MAT
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TYPE
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FRAME MAT
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TYPE
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JAMB
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HEAD
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SILL
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HRDW SET
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REMARKS
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100A
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3'0 VIF
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7'0
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MATCH EX
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PTD HM
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F
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HM PTD
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F1
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A19
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A17
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S1
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1
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REPLACE EX DOOR & FRAME
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100B
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7'0 VIF
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6'0 VIF
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OH
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PWR COAT
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FG
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EX
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EX
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A20
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A16
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-
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-
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OH GARAGE DOOR
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200
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3'0
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7'0
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LHR
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PTD HM
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F
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HM PTD
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F2
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-
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-
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S2
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1
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MFR STANDARD DOOR AND ENTRANCE LOCKSET
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DOOR SCHEDULE
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HARDWARE SET #1: 1 1/2 PR BUTT HINGES, ENTRANCE LOCKSET, WEATHERSTRIPPING ALUM THRESHOLD
N20 SECTION DETAIL
ROW
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BORO
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SOCC
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16
N8 FRONT ELEVATION
J8 END ELEVATIONS
A8 BUILDING SECTION
A-102
PRESS BOXPLANS ANDDETAILS
LEGEND
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SINGLE POLE SWITCH W/ OCCUPANCY SENSOR
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DUPLEX RECEPTICLE
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DATA OUTLET
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EXIT SIGN W/ EMERGENCY LIGHTS
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LED EXTERIOR EMERGENCY LIGHT
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2X4 LED LIGHT
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1X4 LED LIGHT
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W2
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W2
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EXISITNG CMU WALLS TO REMAIN
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EXISTING BLEACHER PLATFORM TO REMAIN - MODIFY SUPPORT AS REQUIRED
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POWDER COATED GALVANIZED ROOF RAILING POSTS WELDED TO ROOF FRAMING
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VINYL COATED FENCING
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FIXED ALUM WINDOW
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EXTRUDED ALUM BASE TRIM
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REPLACE EXISTING OH DOOR
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REPLACE EXISTING HM DOOR AND FRAME
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#4 REBAR VERTICAL - BEND HORIZ INTO BOND BEAM
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PROVIDE STAIR LANDING, TREADS AND RAILING AS REQUIRED TO REACH NEW HIGHER PRESS BOX FLOOR ELEVATION
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POWDER COATED GALVANIZED RAILING POSTS WELDED TO EXISTING BLEACHER
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VINYL COATED FENCING
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POWDER COATED GALVANIZED RAILING POSTS WELDED TO EXISTING BLEACHER
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VINYL COATED FENCING
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POWDER COATED MTL FASCIA TRIM
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POWDER COATED MTL PANEL SIDING
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CONT R11 FIBERGLASS BATT INSULATION
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GALV STL CHANNEL FRAMING BY PRE-FAB PRESS BOX MANUFACTURER
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INTERLOCKING ALUM DECKING
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EXTRUDED ALUM BASE TRIM
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ANODIZED ALUM COUNTERTOP
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VINYL SURFACED GYPSUM PANEL
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EXISTING BLEACHER PLATFORM TO REMAIN - MODIFY SUPPORT AS REQUIRED
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SINGLE HUNG ALUM WINDOW
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FIXED ALUM PICTURE WINDOW BEYOND
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FLAT SEAM METAL ROOF WITH ELASTOMERIC COATING
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POWDER COATED GALVANIZED ROOF RAILING POSTS WELDED TO ROOF FRAMING
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VINYL COATED FENCING
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EXISITNG CMU WALLS TO REMAIN - REMOVE EXISTING WOOD PRESS BOX STRUCTURE IN IT'S ENTIRETY - INSTALL REBAR IN EXISTING CMU WALLS AND BOND BEAM COURSE ON TOP OF EXISTING CMU
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VINYL BASE
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BOND BEAM CONTINUOUS TOP COURSE OF BLOCK
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#4 REBAR VERTICAL - EXTEND HORIZONTALLY INTO BOND BEAM - GROUT CELLS SOLID - SEE ELEVATIONS
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PROVIDE STAIR LANDING, RAILING AND TREADS AS REQUIRED TO REACH NEW HIGHER PRESS BOX FLOOR
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PROVIDE SUPPORT FRAMING FOR OH DOOR
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ROOF LADDER BY PRESS BOX MFR
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ROOF HATCH BY PRESS BOX MFR
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POWDER COATED GALVANIZED RAILING POSTS WELDED TO EXISTING BLEACHER
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VINYL COATED FENCING
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W1
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W1
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W1
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W1
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W1
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GALV STL CHANNEL FRAMING BY PRE-FAB PRESS BOX MFR
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EXISITNG CMU WALLS TO REMAIN
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EXISTING BLEACHER PLATFORM TO REMAIN - MODIFY SUPPORT AS REQUIRED
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POWDER COATED GALVANIZED ROOF RAILING POSTS WELDED TO ROOF FRAMING
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VINYL COATED FENCING
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SINGLE HUNG ALUM WINDOW
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#4 REBAR VERTICAL - BEND HORIZ INTO BOND BEAM
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BOND BEAM COURSE ADDED TO THE TOP OF EXISTING CMU WALLS - PROVIDE EXTRUDED ALUM TRIM TO COVER PRESS BOX FLOOR FRAMING AND JOINT AT PRESS BOX ANCHORAGE
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EXTRUDED ALUM BASE TRIM
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POWDER COATED GALVANIZED RAILING AND POSTS WELDED TO EXISTING BLEACHER
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VINYL COATED FENCING
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W1
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W2
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ALUM SINGLE HUNG
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ALUM FIXED
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WINDOW TYPES
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SCALE: 1 1/2" = 1'-0"
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12" x 7" CONT. PLATE W/ " DIA. 12" DIA. ANCHORS WELDED @ 16" OC - EMBEDED INTO BOND BEAM
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#4 REBAR VERT - EXTEND HORIZ INTO BOND BEAM
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CMU BOND BEAM COURSE CONT
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2" @ 12" OC @ CHANNEL
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1/4
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BOTH SIDES OF WF
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1/4
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WF FLR FRAMING BY PRE-FAB PRESS BOX MFR
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R11 INSULATION
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A
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ROWAN UNIVERSITY 201 Mullica Hill Road Glassboro, NJ 08028 (856) 256-4000
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OWNER:
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HARRISON-HAMNETT, P.C. 40 Knowles Street Pennington, NJ 08534 (608) 818-1808
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STRUCTURAL ENGINEER:
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SUBMISSIONS
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NO.
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DATE
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DESCRIPTION
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DATE:
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SCALE:
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DRAWN BY:
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CHECKED BY:
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SHEET TITLE:
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DRAWING NO.:
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CCH PROJECT NO:
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1994
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REVISIONS
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B
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C
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D
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E
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F
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G
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H
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J
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K
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L
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M
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N
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P
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Q
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A
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B
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C
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D
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N
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R
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NJ LICENSE NO 21AI01300200
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ARCHITECT
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GEORGE M. HIBBS, AIA
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1 11/13/17 FOR CONSTRUCTION
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SCALE: 1/4" = 1'-0"
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SCALE: 1/4" = 1'-0"
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SCALE: 1/2" = 1'-0"
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N20
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A-102
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11/03/17
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AS NOTED
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-
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-
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STRUCTURAL NOTES: 1. INSTALL #4 VERTICAL REBAR AS INSTALL #4 VERTICAL REBAR AS SHOWN ON PLAN. GROUT CORE SOLID @ REBAR. PROVIDE 1" DIA. DRILLED PORT HOLE AT BASE OF WALL AT REBAR LOCATION TO OBSERVE AND VERIFY GROUT. EXTEND REBAR 8" ABOVE THE TOP OF WALL AND BEND INTO BOND BEAM ONCE BOND BEAM COURSE IS SET. 2. INSTALL 8" BOND BEAM COURSE ON TOP INSTALL 8" BOND BEAM COURSE ON TOP OF EXISTING CMU. INSTALL (2) #4 CONTINUOUS HORIZ W/ CORNER LAP BARS AND FILL SOLID.. VERTICAL BARS IN WALL ARE TO BE BENT AND HOOKED INTO BOND BEAM. INSTALL HOOKED ANCHOR BOLTS EMBEDDED INTO BOND BEAM. 3. INSTALL " X 7" PLATE CONTINUOUS INSTALL " X 7" PLATE CONTINUOUS 12" X 7" PLATE CONTINUOUS AT TOP OF BOND BEAM COURSE. 4. SET PRE-FAB PRESS BOX AND WELD AS SET PRE-FAB PRESS BOX AND WELD AS SHOWN IN DETAIL N20.
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+9'-0" +/- PRESS BOX FLR
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+7'-4" +/- EX TOP OF BLOCK
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0'-0" EX TOP OF SLAB
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+7'-4" +/- EX TOP OF BLOCK
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+9'-0" +/- PRESS BOX FLR
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EXISTING CONSTRUCTION TO REMAIN
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PROPOSED NEW CONSTRUCTION
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INSULATION RETAINER
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EXISTING CMU WALL - DEMO WOOD PRESS BOX AND INSTALL BOND BEAM COURSE OF CMU ON TOP OF EXISTING CMU WALL
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EXISTING BLEACHER PLATFORM TO REMAIN - MODIFY SUPPORT AS REQUIRED BY NEW CONSTRUCTION