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Maze Design, Inc. 124 South 8th Street Richmond, IN 47374 (765) 962-1300 E-Mail: [email protected]G E R A L D S O U T H R E G I S T E R E D I N D I A N A P R O F E S S I O N A L E N G I N E E R
Maze - thor-construction.net · ins int inv ksi lam lav lbs llh llv man mas matl max mc min misc mo nic no oc od oh opg owt pc pcst perim pl plas plbg plwd ps\െ psi pt ptn pvc qt
MazeDesign, Inc.124 South 8th StreetRichmond, IN 47374(765) 962-1300E-Mail: [email protected]
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C1.0
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RICHMOND, INDIANA
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1710-2
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INDERSTRODT
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Project No.....
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Coordinator....
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Certified By
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4 / 2018
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drawing
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No. Date
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DAI
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INDERSTRODT
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Building & Interior
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Design, Engineering,
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Construction Management
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ROOF REPLACEMENT TOWNSEND CENTER
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G SOUTH
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A RICE
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STATE OF
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11300281
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No.
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APRIL, 2018
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BATT INSULATION
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ROOF INSULATION
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RIGID INSULATION
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CARPET
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GLASS
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ASPHALT
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GROUT
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SUBBASE MATERIAL
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PLYWOOD
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MATERIAL DESIGNATIONS :
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234 A
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DOOR NUMBER
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WINDOW NUMBER
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WOOD - SHIM
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CORK
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WOOD - ROUGH
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WOOD - FINISHED
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STEEL
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H
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DETAIL NUMBER
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DETAIL #
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SHOWN
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SHOWN
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ELEVATION
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DETAIL #
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SHOWN
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DETAIL # OR
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ELEVATION #
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DRYWALL
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GYPSUM WALL BOARD
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C.M.U.- BLOCK
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DRAINAGE FILL
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CONCRETE
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BRICK
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SYMBOLS :
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A5.1
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3
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SECTION #
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SHEET #
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SHOWN
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DETAIL # OR
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EARTH
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OPENING
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INS INT INV KSI LAM LAV LBS LLH LLV MAN MAS MATL MAX MC MIN MISC MO NIC NO OC OD OH OPG OWT PC PCST PERIM PL PLAS PLBG PLWD PSF PSI PT PTN PVC QT RD REC RECT REINF REQ'D RESIL RET RO SCH SDI SECT SIM SPEC SS SSR STD STG STRUCT SUSP T/ TEL T&G TYP UNO VCT VEST WC WWF
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CLEAN OUT
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ACI AFF AISC AL ALT ARCH ASTM AWS B/ BL BLDG BLKG BRG CB CC CER CI CJ CL CMU CO COL CONC CONST CONT CONTR CW DET DIA, DIM DISP DW DWG EC EJ EL ENG EP EPDM EXC EXP EXIST EXT EW FD FDN FEC FIN FL FTG GALV GC GYP GWB HB HDW HM HORIZ HRS HT HW ID
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SUSPENDED
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INSIDE DIAMETER
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HOT WATER
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HEIGHT
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HOT ROLLED STEEL
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HORIZONTAL
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HOLLOW METAL
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HARDWARE
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HOSE BIBB
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GYPSUM WALL BOARD
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WELDED WIRE FABRIC
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WATER CLOSET
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VESTIBULE
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VINYL COMPOSITION TILE
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UNLESS NOTED OTHERWISE
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TONGUE AND GROOVE
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TELEPHONE
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TYPICAL
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TOP OF
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EPOXY PAINT
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TERPOLYMER
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GYPSUM
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GENERAL CONTRACTOR
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GALVANIZED
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FOOTING
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FIRE EXTINGUISHER CABINET
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FOUNDATION
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FLOOR DRAIN
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EACH WAY
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EXTERIOR
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EXISTING
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EXPANSION
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EXCAVATE/ EXCAVATION
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ETHYLENE PROPYLENE DIENE
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FLOOR
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FINISH
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ENGINEER
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ELEVATION
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EXPANSION JOINT
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ELECTRICAL CONTRACTOR
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DRAWING
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DRYWALL
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DISPENSOR
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DIMENSION
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DIAMETER
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COLD WATER
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CONTRACTOR
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CONTINUOUS
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CONDTRUCTION
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CONCRETE
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COLUMN
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DETAIL
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STRUCTURAL
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STANDARD
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STANDING SEAM ROOF
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STAINLESS STEEL
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SPECIFICATION
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STEEL DECK INSTITUTE
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SCHEDULE
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ROUGH OPENING
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RETAINING
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RESILIENT
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REINFORCED
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RECTANGLE
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SECTION
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STORAGE
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SIMILAR
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REQUIRED
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RECESSED
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ROOF DRAIN
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QUARRY TILE
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POLYVINYL CHLORIDE
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PARTITION
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PRESSURE TREATED
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POUNDS PER SQUARE INCH
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POUNDS PER SQUARE FOOT
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PERIMETER
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PLUMBING CONTRACTOR
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OILY WASTE TREATMENT
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PLYWOOD
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PLUMBING
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PLASTIC
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PLATE
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PRECAST
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AMERICAN SOCIETY FOR TESTING
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NOTE: THIS IS A MASTER LIST. ALL ABBREVIATIONS AND MATERIALS LISTED ARE NOT NECESSARILY PRESENT IN THIS PROJECT.
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AND MATERIALS
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CONCRETE MASONRY UNIT
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CENTER LINE
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CONTROL JOINT
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CAST IRON
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CERAMIC
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CLEAR COVER
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BATCH BASIN
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BEARING
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BLOCKING
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BUILDING
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BUILDIND LINE
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BOTTOM OF
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AMERICAN WELDING SOCIETY
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ARCHITECT/ ARCHITECTURAL
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CONSTRUCTION
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ALTERNATE
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ALUMINUM
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AMERICAN INSTITUTE OF STEEL
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ABOVE FINISH FLOOR
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AMERICAN CONCRETE INSTITUTE
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ABBREVIATIONS :
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OVERHEAD
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OUTSIDE DIAMETER
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ON CENTER
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NOT IN CONTRACT'
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MASONRY OPENING
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MISCELLANEOUS
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MECHANICAL CONTRACTOR
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MANUFACTURER
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LONG LEG VERTICAL
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LONG LEG HORIZONTAL
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MINIMUM
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NUMBER
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MASONRY
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MAXIMUM
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MATERIAL
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POUNDS
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LAVATORY
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LAMINATED
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KIPS PER SQUARE INCH
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INSULATION
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INTERIOR
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INVERT
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C1.0 COVER SHEET COVER SHEET A1.1 ROOF PLAN ROOF PLAN A1.2 ROOF DETAILS ROOF DETAILS A2.1 ROOF PHOTOSROOF PHOTOS
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HOUSING AUTHORITY OF THE CITY OF RICHMOND
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SHEET INDEX
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ROOF REPLACEMENT TOWNSEND CENTER
MazeDesign, Inc.124 South 8th StreetRichmond, IN 47374(765) 962-1300E-Mail: [email protected]
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A1.1
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RICHMOND, INDIANA
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1710-2
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INDERSTRODT
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Project No.....
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Certified By
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4 / 2018
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drawing
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ROOF REPLACEMENT TOWNSEND CENTER
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G SOUTH
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A RICE
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STATE OF
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11300281
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No.
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RIDGE
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RIDGE
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RIDGE
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TAPERED SADDLE
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TAPERED SADDLE
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TAPERED SADDLE
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TAPERED SADDLE
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RIDGE
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RIDGE
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RIDGE
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RIDGE
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RIDGE
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RIDGE
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RIDGE
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RIDGE
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SCALE: 1/8" = 1'-0"
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ROOF PLAN
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North
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1. MECHANICAL DUCT MECHANICAL DUCT 2. HVAC ROOF TOP UNIT HVAC ROOF TOP UNIT 3. VENT PIPE VENT PIPE 4. ROOF ACCESS HATCH ROOF ACCESS HATCH 5. MECHANICAL VENT MECHANICAL VENT 6. EXISTING GUTTERS AND DOWNSPOUTS EXISTING GUTTERS AND DOWNSPOUTS 7. EXISTING ROOF SCUPPER AND DOWNSPOUT EXISTING ROOF SCUPPER AND DOWNSPOUT 8. EXISTING CHIMNEY EXISTING CHIMNEY 9. EXISTING METAL COVER EXISTING METAL COVER 10. ELEVATOR ROOF ELEVATOR ROOF 11. COPPER VALLEY FLASHING COPPER VALLEY FLASHING 12. COPPER WALL FLASHING AT CHIMNEY COPPER WALL FLASHING AT CHIMNEY 13. COPPER ROOF SADDLE AT CHIMNEYCOPPER ROOF SADDLE AT CHIMNEY
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KEYNOTES:
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SLOPE
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ALTERNATE #1
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ALTERNATE #1
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ALTERNATE #1
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ALTERNATE #1
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BASE BID
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BASE BID
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BASE BID
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BASE BID
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BASE BID
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1. REMOVE ALL EXISTING BUILT-UP ROOFING AND INSULATION REMOVE ALL EXISTING BUILT-UP ROOFING AND INSULATION DOWN TO EXISTING ROOF DECK. EXISTING ROOF INSULATION IS APPROXIMATELY 3" THICK. INSTALL NEW SLOPED POLYISOCYANURATE INSULATION BOARD OVER EXISTING ROOF DECK MIN. 1/4" PER FOOT SLOPE. PROVIDE ONE LAYER OF 1/2" HD POLYISOCYANURATE DECK. SECURE TO SUBSTRATE WITH MECHANICAL ANCHORS. ADHERE EPDM MEMBRANE PER MANUFACTURER'S STANDARD INSTALLATION REQUIREMENTS. SEE SPECIFICATIONS. INSULATION THICKNESS TO MATCH EXISTING AT WEST ROOF LINE. CONTRACTOR TO PROVIDE A SLOPED INSULATION SHOP DRAWING FOR APPROVAL. 2. ADD ALTERNATE BID #1 REMOVE EXISTING ROOF SHINGLES AND ADD ALTERNATE BID #1 REMOVE EXISTING ROOF SHINGLES AND FELT PAPER ROOFING AND PROVIDE NEW FIBERGLASS SHINGLES, FELT PAPER AND ICE AND WATER GUARD. SEE SPECIFICATIONS. 3. PROVIDE NEW ALUMINUM WALL COUNTER FLASHING PROVIDE NEW ALUMINUM WALL COUNTER FLASHING 4. REMOVE EXISTING METAL FACIA AND REWORK AND REUSE AS REMOVE EXISTING METAL FACIA AND REWORK AND REUSE AS POSSABLE. PROVIDE NEW AS REQUIRED. 5. REMOVE EXISTING GUTTERS AND REWORK AS REQUIRED FOR REMOVE EXISTING GUTTERS AND REWORK AS REQUIRED FOR NEW ROOF. REINSTALL EXISTING GUTTERS PROVIDE NEW DRIP EDGE. 6. REMOVE EXISTING METAL SCUPPER AND REWORK AS REMOVE EXISTING METAL SCUPPER AND REWORK AS REQUIRED FOR NEW ROOFING. REINSTALL EXISTING SCUPPER.
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ROOFING NOTES:
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A. ROOFING CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS ROOFING CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS AND ROOF CONDITIONS PRIOR TO BID. B. ALL EXISTING ROOF TOP PENETRATIONS TO REMAIN. ROOFING ALL EXISTING ROOF TOP PENETRATIONS TO REMAIN. ROOFING CONTRACTOR TO PROVIDE NEW FLASHING PER MFG. RECOMMENDATIONS AT ALL ROOF PENETRATIONS C. INSPECT EXISTING ROOF DECK AND NOTIFY ENGINEER OF ANY INSPECT EXISTING ROOF DECK AND NOTIFY ENGINEER OF ANY DAMAGED AREAS THAT NEED REPLACED. ENGINEER MUST SEE DAMAGED AREAS PRIOR TO REMOVAL SEE BID FORM UNIT COST BID PER SQUARE FOOT OF REPLACED WOOD DECK. D. PROVIDE NEW ROOF SADDLES / TAPERS AS REQUIRED TO PROVIDE NEW ROOF SADDLES / TAPERS AS REQUIRED TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING. MIN. 1/4" PER FOOT SLOPE. E. EXISTING METAL COPING, GUTTERS AND FLASHING TO BE EXISTING METAL COPING, GUTTERS AND FLASHING TO BE REMOVED TO ALLOW INSTALLATION OF NEW EPDM MEMBRANE AND NEW FIBERGLASS SHINGLES. REINSTALL EXISTING ITEMS.. F. REMOVE EXISTING COPPER WALL AND VALLEY FLASHING AND REMOVE EXISTING COPPER WALL AND VALLEY FLASHING AND REUSE IF POSSIBLE OR PROVIDE NEW AS REQUIRED TO ALLOW FOR NEW ROOFING AND PROPER FLASHING. G. PROVIDE NEW TREATED WOOD BLOCKING AS REQUIRED AT PROVIDE NEW TREATED WOOD BLOCKING AS REQUIRED AT PERIMETER FOR NEW ROOFING SYSTEM. H. SEE DRAWING A2.1 FOR PHOTOS OF EXISTING CONDITIONS. SEE DRAWING A2.1 FOR PHOTOS OF EXISTING CONDITIONS. I. SEE DRAWING A1.2 FOR TYPICAL ROOF DETAILS. SEE DRAWING A1.2 FOR TYPICAL ROOF DETAILS. J. ALL WORK TO BE COMPLETED IN A PROFESSIONAL ALL WORK TO BE COMPLETED IN A PROFESSIONAL WORKMANSHIP MANOR PER INDUSTRY STANDARDS AND PER MFG. RECOMMENDATIONS. K. PROVIDE NEW TREATED WOOD NAILERS AS REQUIRED.PROVIDE NEW TREATED WOOD NAILERS AS REQUIRED.
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GENERAL NOTES:
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a.ALL ROOF TOP EQUIPMENT, ANY MODIFICATIONS SHALL BE ALL ROOF TOP EQUIPMENT, ANY MODIFICATIONS SHALL BE COMPLETED BY LICENSED HVAC CONTRACTOR INCLUDING BUT NOT LIMITED TO ELECTRICAL LINES, GAS LINES AND DUCT WORK THAT SUPPLY UNITS. ALL EQUIPMENT TO BE PROPERLY FLASHED INTO THE NEW ROOF SYSTEM PER MFG. RECOMMENDATIONS.
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ROOF TOP EQUIPMENT GENERAL NOTE:
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ADD ALTERNATE #1 SEE PLANS AND ROOFING NOTE #2 ADD ALTERNATE #2 CONTRACTOR TO REMOVE ALL EXISTING GUTTERS, DOWNSPOUT, AND ROOF SCUPPERS. CONTRACTOR TO REMOVE AS REQUIRED EXISTING FASCIA BOARD AND SOFFITS AND ASSOCIATED CONSTRUCTION TO ALLOW FOR NEW ALUMINUM FASCIA AND VINYL SOFFIT. PROVIDE NEW ALUMINUM GUTTERS, DOWNSPOUTS AND ROOF SCUPPERS AT ALL EXISTING LOCATIONS. PROVIDE NEW VINYL SOFFITS AT ALL EXISTING LOCATIONS. PROVIDE NEW ALUMINUM FASCIA OVER EXISTING / NEW WOOD FASCIA BOARD AT ALL EXISTING LOCATIONS. ALUMINUM TO BE .050 THICKNESS FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. PROVIDE NEW TREATED WOOD NAILERS AS REQUIRED. PROVIDE ALL REQUIRED TRIM, FASTENERS AND ASSOCIATED CONSTRUCTION FOR ABOVE ITEMS. AT ALL DOWNSPOUTS AT GRADE LEVEL, THE LOWER 8 FEET OF IS TO BE PVC SCHEDULE 80 PIPING WITH ASSOCIATED CONNECTIONS / TRANSITIONS / ELBOWS
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ADD ALTERNATE BIDS
MazeDesign, Inc.124 South 8th StreetRichmond, IN 47374(765) 962-1300E-Mail: [email protected]
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A1.2
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RICHMOND, INDIANA
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1710-2
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INDERSTRODT
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Project No.....
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Certified By
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4 / 2018
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drawing
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INDERSTRODT
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Building & Interior
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Design, Engineering,
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Construction Management
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ROOF REPLACEMENT TOWNSEND CENTER
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STATE OF
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11300281
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No.
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NEW INSULATION
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EXISTING ROOF DECK
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QUICKPRIME PLUS
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3" QUICKSEAM SPLICE TAPE
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CONTINUOUS BEAD OF
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EXISTING METAL CURB
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FIRESTONE WATERBLOCK
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BONDING ADHESIVE
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BONDING ADHESIVE
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EPDM MEMBRANE
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EXISTING ROOF HOOD
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AP SEALANT
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PRE-MOLDED QUICKSEAM PIPE FLASHING
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CONTINUOUS BEAD
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OF LAP SEALANT
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NEW INSULATION
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EXISTING ROOF DECK
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NEW INSULATION
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EXISTING ROOF DECK
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ROUND PENETRATION
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QUICKPRIME PLUS
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CLAMPING RING
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BONDING ADHESIVE
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EXISTING ROOF DECK
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NEW INSULATION
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EXISTING ROOF DECK
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EXISTING INSULATED METAL
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(HOT STACK)
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CONTINUOUS BEAD
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SLEEVE
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OF LAP SEALANT
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EXISTING ROOF HOOD
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AP SEALANT
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BONDING ADHESIVE
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QUICKPRIME PLUS
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9" QUICKSEAM FORMFLASH
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CONTINUOUS BEAD OF
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LAP SEALANT
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5" QUICKSEAM
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FLASHING
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PENETRATION
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A2
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A
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NO SCALE:
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A2
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B
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NO SCALE:
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A2
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C
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NO SCALE:
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A2
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E
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NO SCALE:
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A2
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D
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NO SCALE:
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CONTINUOUS BEAD OF FIRESTONE
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APPROPRIATE FASTENER
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METAL COUNTERFLASHING
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RUBBERGARD EPDM MEMBRANE
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BONDING ADHESIVE
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WATERBLOCK
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APPROPRIATE FASTENER
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12" O.C. MAX.
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12" O.C. MAX.
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CONTINUOUS BEAD OF AP SEALANT
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USE APPROPRIATE
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BASE TIE-IN
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CONTINUOUS BEAD OF AP SEALANT
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EXISTING MASONRY WALL
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BONDING ADHESIVE
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EXISTING ROOF DECK
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NEW INSULATION
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CONTINUOUS METAL CLEAT.
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EXISTING ROOF ACCESS REWORK AS REQUIRED FOR NEW ROOF SYSTEM.
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NEW 1/2" HD DECK
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FULLY ADHERED RUBBERGARD EPDM MEMBRANE
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EXISTING R.T.U. VERIFY EXISTING CONDITION FOR NEW ROOF SYSTEM FLASHING.
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FULLY ADHERED RUBBERGARD EPDM MEMBRANE
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NEW 1/2" HD DECK
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FULLY ADHERED RUBBERGARD EPDM MEMBRANE
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NEW 1/2" HD DECK
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NEW 1/2" HD DECK
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BONDING ADHESIVE
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NEW 1/2" HD DECK
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FULLY ADHERED RUBBERGARD EPDM MEMBRANE
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TYP. ROOF TOP EQUIPMENT
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TYP. ROOF ACCESS
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TYP. WALL FLASHING
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TYP. VENT
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TYP. ROOF PENETRATION
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PROVIDE ROOF TO RTU FLASHING PER MFG. RECOMMENDATION
MazeDesign, Inc.124 South 8th StreetRichmond, IN 47374(765) 962-1300E-Mail: [email protected]
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