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HomeMy WebLinkAbout2017001- HECTOR STREET LOT 3_PERMIT_180316Project #DateSTREAM Collaborativearchitecture + landscape architecture dpc108 W. State St. Fl 2Ithaca, New York 14850ph: 607.216.8802www.streamcolab.comDESIGN TEAMSTREAM CollaborativeArchitecture & Landscape Architecture DPCNoah Demarest RA, RLA, LEED APph: 607.216.8802noah@streamcolab.comA1234BCD3/16/2018 10:53:13 AMU:\2017020 - Tiny Timber Hector St\06.0 DRAWINGS\REVIT\Lot 3 .rvtA000COVER SHEET2017001HECTOR ST LOT 3OCT.04.2017KARRYN OLSON RAMANUJAN & KRISHNA RAMANUJANCITY OF ITHACA, TOMPKINS COUNTY, NEW YORKPERMIT DRAWINGHECTOR ST LOT 3KARRYN OLSON RAMANUJAN & KRISHNA RAMANUJANCITY OF ITHACA, TOMPKINS COUNTY, NEW YORKDRAWING LISTDRAWINGNUMBERDRAWING NAMEA000 COVER SHEETA101 FLOOR PLANSA102 FRAMING PLANSA201 ELEVATIONSA301 SECTIONSA303 SECTIONSA501 DETAILSA502 CONNECTION DRAWINGSDOOR SCHEDULEMARK DESCRIPTION WIDTH HEIGHT COMMENTSBASEMENT001B EXTERIOR DOOR 3' - 0" 6' - 8"002A 2-PANEL MASONITE 2' - 6" 6' - 8"003A 2-PANEL MASONITE 2' - 6" 6' - 8"104E 2-PANEL MASONITE 2' - 6" 6' - 8"1ST FLOOR100A EXTERIOR DOOR 3' - 0" 6' - 8"100B ROLLING BARN DOOR 2' - 6" 6' - 8"101A EXTERIOR DOOR 3' - 0" 6' - 8"103A ROLLING BARN DOOR 2' - 6" 6' - 8"104A ROLLING BARN DOOR 3' - 0" 6' - 8"104B ROLLING BARN DOOR 2' - 6" 6' - 8"104D 2-PANEL MASONITE 1' - 8" 6' - 8"2ND FLOOR100D 0" 0"201A 2-PANEL MASONITE 2' - 6" 6' - 8"202A ROLLING BARN DOOR 2' - 6" 6' - 8"204A 2-PANEL MASONITE 2' - 6" 6' - 8"WINDOW SCHEDULEMARK UNIT WIDTH UNIT HEIGHTHEADHEIGHT COMMENTS EGRESSBASEMENT003A 3' - 0" 3' - 2" 6' - 2"003B 3' - 0" 3' - 2" 6' - 2"003C 3' - 0" 3' - 2" 6' - 2"003D 3' - 0" 3' - 2" 6' - 2"1ST FLOOR100A 3' - 0" 4' - 0" 6' - 10 3/4"100B 3' - 0" 4' - 0" 6' - 10 3/4"101A 3' - 0" 4' - 0" 6' - 10 3/4"101B 3' - 0" 4' - 0" 6' - 10 3/4"101C 3' - 0" 4' - 0" 6' - 10 3/4"101D 3' - 0" 4' - 0" 6' - 10 3/4"101E 3' - 0" 4' - 0" 6' - 10 3/4"102A 3' - 0" 4' - 0" 6' - 10 3/4"102B 3' - 0" 3' - 2" 6' - 10 3/4"103A 3' - 0" 3' - 2" 6' - 10 3/4"104A 2' - 11" 3' - 4 3/4" 6' - 10 3/4" Yes104B 3' - 0" 3' - 2" 6' - 10 3/4"104C 3' - 0" 3' - 2" 6' - 10 3/4"2ND FLOOR200A 2' - 11" 3' - 4 3/4" 5' - 9 1/2" Yes200B 3' - 0" 3' - 2" 5' - 9 1/4"201A 2' - 11" 3' - 4 3/4" 5' - 9 1/2" Yes201B 2' - 11" 3' - 4 3/4" 5' - 9 1/2" Yes201C 2' - 11" 3' - 4 3/4" 5' - 9 1/2" Yes202A 3' - 0" 3' - 2" 5' - 9 1/4"202B 3' - 0" 3' - 2" 5' - 9 1/4"204A 2' - 11" 3' - 4 3/4" 5' - 9 1/2" Yes204B 3' - 0" 3' - 2" 5' - 9 1/4"204C 3' - 0" 3' - 2" 5' - 9 1/4"204D 3' - 0" 3' - 2" 5' - 9 1/4"REVISIONSΔ DESCRIPTION DATE WDD1A302UPREFPORCHD1A301101C101A101D101BLIVING/DINING101KITCHEN102DNA201B3A201D3A201D1A201B1SD102B10X10 POSTR @7 3/4"129" TREADMUDROOM/ENTRY100BEDROOM104BATH103101A100B100A103A104C104B104APORCH6'-7 1/2"3 1/2"24'-4"31'-3 1/4"SD100A100B104A103A104B10"3'-0"4"3'-0"4"3'-0"10"3'-0"4"3'-0"4"3'-0"10"3'-0"4"3'-0"4"3'-0"10"10"3'-0"4"3'-0"4"3'-0"10"3'-0"4"3'-0"4"3'-0"10"3'-0"4"3'-0"4"3'-0"10"10"9'-8"10"3'-0"4"3'-0"4"3'-0"10"3'-0"4"3'-0"4"3'-0"10"10"3'-0"4"3'-0"4"3'-0"10"10'-2"3 1/2"10'-0"10'-9 1/2"11'-4 3/4"3 1/2"2'-0"3 1/2"6'-9 1/4"102A10X10 COLUMN21'-10"32'-4"32'-4"11'-4"21'-0"A501C2104D101E10"3'-0"4"3'-0"4"3'-0"10"3'-0"4"3'-0"4"3'-0"127/16" OSB SHEATHING ON INT. SIDE OF 2"X2" FURRING 10"3'-0"4"3'-0"4"3'-0"10"3'-0"4"3'-0"4"3'-0"10"10"3'-0"4"3'-0"4"3'-0"10"3'-0"4"3'-0"4"3'-0"10"10"3'-0"4"3'-0"4"3'-0"10"3'-0"4"3'-0"4"3'-0"10"10'-2 3/4"3 1/2"10'-2 3/4"6'-7 1/2"3 1/2"6'-11"3 1/2"6'-7 1/2"DN202B202A200A204D201A201C204A204BSDSD10"3'-0"4"3'-0"4"3'-0"10"3'-0"4"3'-0"4"3'-0"10"202A201B204CBATH20220'-9 1/4"6'-10 1/4"3 1/2"3'-4"3 1/2"9'-11 3/4"21'-10"21'-10"21'-10"21'-10"200BSDBEDROOM204BEDROOM201201A204A7/16" OSB SHEATHING ON INT. SIDE OF 2"X2" FURRING 1. HARDWIRED SMOKE DETECTORS REQUIRED PER NYS BUILDING CODE.HARDWIRED SMOKE DETECTORS REQUIRED PER NYS BUILDING CODE.2. EGRESS WINDOWS IN BEDROOMS REQUIRED.3. STAIR RISER 8-1/4" MAX, TREAD 9" MIN. GRASPABLE HANDRAIL MOUNTED AT 34'-38" ABOVE NOSING ON ONE SIDE.4. NOTIFY ARCHITECT OF ANY DISCREPANCIES IN THE PLANS PRIOR TO CONSTRUCTION.5. SECURE 2"X2" FRAMING AT PERIMETER; 16d COMMON @ 8" O.C. OR SIMPSON SD10 @ 8" O.C.6. FASTEN OSB TO 2"X2" WITH 8d NAILS OR SIMPSON WSNTL 2L SCREWS (2" LONG, .137" SHANK) @ 6" O.C AT EDGES AND 12" OTHERWISE.7. = OSB AND ADDITIONAL FRAMING.GENERAL SHEET NOTES -PLAN32'-3"SDBASEMENT001UP10X10 POST7'-5 1/2"3'-0"10"3'-0"17'-11 1/2"32'-3"11'-3"21'-0"10'-6"21'-9"MECH.002003A003B001B003A002A10X10 POSTR @8"129" TREAD003C003D30X30 FOOTING ELECTRIC PANEL22Project #DateSTREAM Collaborativearchitecture + landscape architecture dpc108 W. State St. Fl 2Ithaca, New York 14850ph: 607.216.8802www.streamcolab.comA1234BCDAs indicated3/16/2018 10:53:14 AMU:\2017020 - Tiny Timber Hector St\06.0 DRAWINGS\REVIT\Lot 3 .rvtA101FLOOR PLANS2017001HECTOR ST LOT 3OCT.04.2017KARRYN OLSON RAMANUJAN & KRISHNA RAMANUJANCITY OF ITHACA, TOMPKINS COUNTY, NEW YORKPERMIT DRAWING1/4" = 1'-0"D11ST FLOOR PLAN1/4" = 1'-0"C32ND FLOOR PLAN1/4" = 1'-0"D3BASEMENT PLAN344REVISIONSΔ DESCRIPTION DATE1 Revision 1 10/16/172 Revision 2 10/25/173 Revision 3 12/11/174 Revision 4 03/16/18 4x6 RAFTER 4x6 RAFTER 3X10 RIM JOIST3X10 RIM JOIST3X10 RIM JOIST3X10 RIM JOIST4X10 HIP RAFTER4X10HIP RAFTER4X10 HIP RAFTER4X10 HIP RAFTER24'-10 1/2"24'-10 1/2"1'-7 3/4"2" / 12"2" / 12"4"/12"4"/12"10X10 POST32'-3"11'-3"21'-9"32'-3"21'-0"10'-6"10X10 POST6X10 DROPPED BEAM6X10 DROPPED BEAM10X6 STAIR HEADER6X10 DROPPED BEAM3X10 RIM JOIST3X10 RIM JOIST3X10 RIM JOIST3X10 RIM JOIST4x6 JOIST @ 3'4" O.C4x6 JOIST @ 3'4" O.C4x6 JOIST @ 3'4" O.C4x6 JOIST @ 3'4" O.C6X10 DROPPED BEAM6X10 DROPPED BEAM10X6 STAIR HEADER6X10 DROPPED BEAM3X10 RIM JOIST3X10 RIM JOIST3X10 RIM JOIST3X10 RIM JOIST4x6 JOIST @ 3'4" O.C4x6 JOIST @ 3'4" O.CProject #DateSTREAM Collaborativearchitecture + landscape architecture dpc108 W. State St. Fl 2Ithaca, New York 14850ph: 607.216.8802www.streamcolab.comA1234BCD1/4" = 1'-0"3/16/2018 10:53:14 AMU:\2017020 - Tiny Timber Hector St\06.0 DRAWINGS\REVIT\Lot 3 .rvtA102FRAMING PLANS2017001HECTOR ST LOT 3OCT.04.2017KARRYN OLSON RAMANUJAN & KRISHNA RAMANUJANCITY OF ITHACA, TOMPKINS COUNTY, NEW YORKPERMIT DRAWING1/4" = 1'-0"C3ROOF FRAMING PLAN1/4" = 1'-0"D31ST FLOOR FRAMING PLAN1/4" = 1'-0"D12ND FLOOR FRAMING PLAN2REVISIONSΔ DESCRIPTION DATE2 Revision 2 10/25/17 1. COORDINATE ELEVATIONS WITH FLOOR PLANS AND WINDOWS AND DOOR SCHEDULES.2. SEE SCHEDULES FOR HEAD HEIGHTS -COORDINATE ADJACENT WINDOW AND DOOR ROUGH OPENINGS TO ENSURE CONTINUOUS HEAD CASINGS. GENERAL SHEET NOTES -ELEVATIONS1ST FLOOR774.63'BASEMENT766.63'2ND FLOOR782.36'ROOF PLAN788.76'202B202A102B200BAVG. GRADE770.69'773.00'773.00'4'-0 3/4"3'-11 1/4"7'-8 3/4"6'-4 3/4"21ST FLOOR774.63'BASEMENT766.63'2ND FLOOR782.36'ROOF PLAN788.76'201C204A201B104C104B100B100A003C003DAVG. GRADE770.69'6'-4 3/4"7'-8 3/4"3'-11 1/4"4'-0 3/4"769.75'769.75'1ST FLOOR774.63'BASEMENT766.63'2ND FLOOR782.36'ROOF PLAN788.76'200A201A101C101B104A101A100A769.75'773.00'AVG. GRADE770.69'6'-4 3/4"7'-8 3/4"3'-11 1/4"4'-0 3/4"1ST FLOOR774.63'BASEMENT766.63'2ND FLOOR782.36'ROOF PLAN788.76'204B204D101D101A204C103A003B003A102A001B101EAVG. GRADE770.69'769.75'771.63'773.00'6'-4 3/4"7'-8 3/4"3'-11 1/4"4'-0 3/4"766.30'2" 12"3" 12"1768.96'Project #DateSTREAM Collaborativearchitecture + landscape architecture dpc108 W. State St. Fl 2Ithaca, New York 14850ph: 607.216.8802www.streamcolab.comA1234BCDAs indicated3/16/2018 10:55:16 AMU:\2017020 - Tiny Timber Hector St\06.0 DRAWINGS\REVIT\Lot 3 .rvtA201ELEVATIONS2017001HECTOR ST LOT 3OCT.04.2017KARRYN OLSON RAMANUJAN & KRISHNA RAMANUJANCITY OF ITHACA, TOMPKINS COUNTY, NEW YORKPERMIT DRAWING1/4" = 1'-0"B1WEST ELEVATION1/4" = 1'-0"B3EAST ELEVATION1/4" = 1'-0"D3SOUTH ELEVATION1/4" = 1'-0"D1NORTH ELEVATIONREVISIONSΔ DESCRIPTION DATE1 Revision 1 10/16/172 Revision 2 10/25/17 1. ALL DIMENSIONS ARE TO THE FACE OF WOOD STUD OR CONCRETE UNLESS NOTED OTHERWISE.2. DOORS ARE CENTERED ON ROOMS OR 6" FROM WALL UNLESS NOTED OTHERWISE/3. NOTIFY ARCHITECT OF ANY DISCREPANCIES IN THE PLANS PRIOR TO CONSTRUCTION.GENERAL SHEET NOTES -SECTIONS1ST FLOOR774.63'BASEMENT766.63'2ND FLOOR782.36'ROOF PLAN788.76'4x6 JOISTS @ 3'-4" O.C.6.5" SIP R-416'-4 3/4"7'-8 3/4"8'-0"4" 12"3X10 BEAM4X10 BEAMCONTINUOUS 3" POLYISO R214X10 RIMFOUNDATION WALL BY SUPERIOR WALL.4" CONCRETE SLAB6" GRAVEL2 X 8 PRESSURE TREATED MUDSILL WITH 1/2" ANCHOR BOLTS AT 6'-0" O.C MAX. MINIMUM OF 2 BOLTS PER SILL MEMBER. ATTACH TO TOP WEB OF SUPERIOR WALL PER MANUFACTURE'S INSTRUCTIONSA501D1A501D2A501D3A501D4A501C34x6 JOISTS @ 3'4" O.C.1'-0 1/2"6'-0"100A100B204C101A101ABASEMENT001LIVING/DINING101?2" 12"KITCHEN102101EAVG. GRADE770.69'23BEDROOM201BEDROOM204Project #DateSTREAM Collaborativearchitecture + landscape architecture dpc108 W. State St. Fl 2Ithaca, New York 14850ph: 607.216.8802www.streamcolab.comA1234BCDAs indicated3/16/2018 10:55:17 AMU:\2017020 - Tiny Timber Hector St\06.0 DRAWINGS\REVIT\Lot 3 .rvtA301SECTIONS2017001HECTOR ST LOT 3OCT.04.2017KARRYN OLSON RAMANUJAN & KRISHNA RAMANUJANCITY OF ITHACA, TOMPKINS COUNTY, NEW YORKPERMIT DRAWING1/2" = 1'-0"D1BUILDING SECTION 1REVISIONSΔ DESCRIPTION DATE2 Revision 2 10/25/173 Revision 3 12/11/17 1. HARDWIRED SMOKE DETECTORS REQUIRED PER NYS BUILDING CODE.HARDWIRED SMOKE DETECTORS REQUIRED PER NYS BUILDING CODE.2. EGRESS WINDOWS IN BEDROOMS REQUIRED.3. STAIR RISER 8-1/4" MAX, TREAD 9" MIN. GRASPABLE HANDRAIL MOUNTED AT 34'-38" ABOVE NOSING ON ONE SIDE.4. NOTIFY ARCHITECT OF ANY DISCREPANCIES IN THE PLANS PRIOR TO CONSTRUCTION.5. SECURE 2"X2" FRAMING AT PERIMETER; 16d COMMON @ 8" O.C. OR SIMPSON SD10 @ 8" O.C.6. FASTEN OSB TO 2"X2" WITH 8d NAILS OR SIMPSON WSNTL 2L SCREWS (2" LONG, .137" SHANK) @ 6" O.C AT EDGES AND 12" OTHERWISE.7. = OSB AND ADDITIONAL FRAMING.GENERAL SHEET NOTES -PLAN1ST FLOOR774.63'BASEMENT766.63'2ND FLOOR782.36'ROOF PLAN788.76'003A201B104BBEDROOM104LIVING/DINING101BASEMENT001BEDROOM2016.5" SIP R-413X10 BEAM4X10 BEAMCONTINUOUS 3" POLYISO R21FOUNDATION WALL BY SUPERIOR WALL.4" CONCRETE SLAB6" GRAVEL2 X 8 PRESSURE TREATED MUDSILL WITH 1/2" ANCHOR BOLTS AT 6'-0" O.C MAX. MINIMUM OF 2 BOLTS PER SILL MEMBER. ATTACH TO TOP WEB OF SUPERIOR WALL PER MANUFACTURE'S INSTRUCTIONS6'-8 1/4"A501C4AVG. GRADE770.69'36"Project #DateSTREAM Collaborativearchitecture + landscape architecture dpc108 W. State St. Fl 2Ithaca, New York 14850ph: 607.216.8802www.streamcolab.comA1234BCDAs indicated3/16/2018 10:55:18 AMU:\2017020 - Tiny Timber Hector St\06.0 DRAWINGS\REVIT\Lot 3 .rvtA302SECTIONS2017001HECTOR ST LOT 3OCT.04.2017KARRYN OLSON RAMANUJAN & KRISHNA RAMANUJANCITY OF ITHACA, TOMPKINS COUNTY, NEW YORKPERMIT DRAWING1/2" = 1'-0"D1BUILDING SECTION 23REVISIONSΔ DESCRIPTION DATE3 Revision 3 12/11/17 P212T1. SUBMIT PRODUCT SAMPLES AND CUTSHEETS FOR ALL FINISHES INCLUDING TRIM PROFILES.2. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS.GENERAL SHEET NOTES -DETAILSHEMLOCK SHIP-LAP SIDING3" POLYISO RIGID INSULATION R 213"X4" POSTBAMBOO FLOORING2ND FLOOR EXTERIOR 3x10 RIM BOARD 1/2" GWB2ND FLOOR INTERIOR 4x10 RIM BOARD 4X6 FLOOR JOIST3/4" PLYWOODHEMLOCK BOARD CEILING SPRAY FOAM COPPER FLASHING7/16 PLYWOOD9" HEADLOK SCREWNAIL2"X2" FURRINGSUPERIOR WALL3" BLUEBOARD4" HEATED CONCRETE PADEXPANSION JOINTGWBVAPOR BARRIER6" GRAVEL BASECOPPER FLASHINGSUPERIOR WALL 2X12 PT PLATECOPPER FLASHING3"X10" RIMHEMLOCK SHIP-LAP SIDING1/2" GWB3" POLYISO RIGID INSULATION R 21ANCHOR BOLT 3"X4" POST BEYOND1/2" GWBBAMBOO FLOORING4X6 FLOOR JOISTHEMLOCK BOARD CEILING2x2 FURRING STRIP3"X4" POST9" HEADLOK SCREWS (EQUAL TO 3/8" LAG SCREWS) @ 4' O.C.NAIL126HEMLOCK SHIP LAP SIDING1" AIRSPACE, TYP.3" POLYISO RIGID INSULATION R 213"X10" HEADER 4"X10" HEADER 2"x2" FURRING STRIP1/2" GWBHEMLOCK BOARDSMETAL ROOF WITH 15 LBS. ROOFING FELT AND ICE + WATERSHIELD AT EAVESFASCIA 1"X8" RIPPED6 1/2" SIP R 42 RAFTER IN BACKGROUNDDRIP EDGE2 6HEMLOCK GAP FILLER RAFTER SUPPORTHEADLOCK 6" FASTENER HEADLOCK 9" FASTENER @ 10" O.C.HURRICANE CLIP4"X10" INTERIOR HEADER3" POLYISO RIDGID INSULATION R 213"X10" EXTERIOR HEADERDOUBLE HUNG WINDOW7/16" ZIP SHEATINGDOUBLE HUNG WINDOW COPPER FLASHING4"X4" WINDOW SILL3" POLYISO RIGID INSULATION R 211/2" GWB4"X6" INTERIOR WINDOW SILLOAK PLUG TYP.EXTERIOR HEMLOCK POST1/2" OSBCONTINUOS 3" POLYISO4X4 INTERIOR POST1/2" OSBBAMBOO FLOORING16d @ 8" HEADLOCK 9" FASTENER 2X2 FURRING STRIP1/2" GYPHEMLOCK SHIPLAP SIDING 123HEMLOCK SHIP LAP SIDING1" AIRSPACE, TYP.3" POLYISO RIGID INSULATION R 213"X10" HEADER 4"X10" HEADER 2x2 FURRING STRIP1/2" GWBHEMLOCK BOARDSMETAL ROOF. ROOFING FELT AND ICE + WATERSHIELD AT EAVES6 1/2" SIP R 42 2X6 BLOCKING2 6HEMLOCK GAP FILLER 4X6 RAFTERFASTENERHEADLOCK 9" FASTENER @ 10" O.C.DESCRIPTION OF BUILDING ELEMENTSFASTENER SCHEDULETYPENUMBER/SPACING 1"X 6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL8d,RING SHANK2 PER2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL10d6"SHEATHING TO STUDS, FACE NAIL AND GLUE40" O.C.STUD TO SOLE PLATE, TOE NAIL3" DECK SCREWS1EACH SIDE/2BACKEXTERIOR HEADER TO POST, FACE SCREWHEADLOK 3"4 PER MEMBERJOIST TO RIM JOIST/CARRIER BEAM, FACE SCREW2 PER MEMBERRIM JOIST TO SILL, FACE SCREW48" O.C.RIM JOIST TO RIMJOIST 9CORNER0, FACE SCREW6 PER CONNECTION10d,RING SHANK8d,RING SHANKHEADLOK 6"HEADLOK 9"HEADLOK 6"CARRIER BEAM TO CARRIER BEAM, FACE SCREW2,2HEADLOK 6",9"CARRIER BEAM TO POST, FACE SCREW2 PER MEMBERHEADLOK 9"INT. HEADER/POST TO EXT. HEADER/POST, FACE SCREW4 PER MEMBERHEADLOK 9"WINDOW SILL TO POST, TOE SCREW1HEADLOK 6"1/8"X2"X4" RAFTER TIES TO RAFTERS, FACE SCREW4HEADLOK 3"1" CEILING BOARDS TO SIP, FACE NAIL2 PER MEMBER8d,RING SHANKSIP TO RAFTERS, FACE SCREW12" O.C.HEADLOK 9"LADDER SHEATHING TO 2"X6", FACE NAIL24" O.C.8d,RING SHANK2"X6" SUBFASCIA TO LADDER STUDS, FACE NAIL24" O.C.10d,RING SHANK2"X2" INTERIOR FRAMING, FACE NAIL16" O.C.10d,RING SHANK1/2" GYPSUM SHEATHING16" O.C.1 1/4" SCREWSProject #DateSTREAM Collaborativearchitecture + landscape architecture dpc108 W. State St. Fl 2Ithaca, New York 14850ph: 607.216.8802www.streamcolab.comA1234BCDAs indicated3/16/2018 10:55:19 AMU:\2017020 - Tiny Timber Hector St\06.0 DRAWINGS\REVIT\Lot 3 .rvtA501DETAILS2017001HECTOR ST LOT 3OCT.04.2017KARRYN OLSON RAMANUJAN & KRISHNA RAMANUJANCITY OF ITHACA, TOMPKINS COUNTY, NEW YORKPERMIT DRAWING1 1/2" = 1'-0"D31ST/2ND FLOOR DETAIL1 1/2" = 1'-0"D1SUPERIOR WALL FOUNDATION1 1/2" = 1'-0"D2SUPERIOR WALL FOUNDATION TO 1ST FLOOR DETAIL1 1/2" = 1'-0"D44/12 EAVE1 1/2" = 1'-0"C3WINDOW SILL AND HEADER1 1/2" = 1'-0"C2TYPICAL WALL CONSTRUCTION1 1/2" = 1'-0"C42/12 EAVE4REVISIONSΔ DESCRIPTION DATE4 Revision 4 03/16/18 10 x 10 CARRIER BEAM4 x 10 WALL POST4 x 10 RIM JOIST10 x 10 CARRIER BEAM6" HEADLOK SCREW6" HEADLOK SCREW 4 x10 WALL POST10 x 10 Carrier Beam9" HEADLOK SCREW (INSTALLED FROM EXTERIOR9" HEADLOK SCREW3" RIGID POLY-ISO INSULATIONPLAN VIEWSIDE SECTIONBACK SECTION10 x 10 CARRIER BEAM10 x10 POST6 x 10 BEAM6 x 10 BEAM10 x 10 POST10 x 10 CARRIER BEAM6 x 10 BEAM10 x 10 CARRIER BEAM10 x 10 CARRIER BEAM10 x 10 POST9" HEADLOK SCREW9" HEADLOK SCREW6" HEADLOK SCREWPLAN VIEWSIDE SECTIONBACK SECTION6 x 10 CARRIER BEAM6 x 8.25" RIM JOIST6 x 8.25" RIM JOIST10 x 10 CARRIER BEAM9" HEADLOK SCREW9" HEADLOK SCREWPLAN VIEWSIDE SECTION4 x 10 RIM JOIST10 x 10 CARRIER BEAMBACK SECTION2 x 12 SILL PLATE2 x 12 SILL PLATE9" HEADLOK SCREW6 x 8.25" RIM JOIST6 x 8.25" RIM JOIST10 x 10 CARRIER BEAM6" HEADLOK SCREW10 x 10 CARRIER BEAM6 x 8.25" RIM JOIST6" HEADLOK SCREW2 x 12 Sill Plate3 x 10 Post10" SUPERIOR WALLPLAN VIEWSIDE SECTIONBACK SECTION6" HEADLOK SCREW4 x 6 FLOOR JOIST4.5" HEADLOK SCREWPLAN VIEWSIDE SECTION4 x 6 STAIR OPENING JOIST4 x 6 STAIR OPENING JOIST4 x 6 FLOOR JOIST4.5" HEADLOK SCREW6 x 8.25 RIM JOIST6 x 8.25" RIM JOIST6" HEADLOK SCREW6" HEADLOK SCREWPLAN VIEWSIDE SECTION6 x 8.25" RIM JOISTBACK SECTION4 x 8.25" RIM JOIST2x12 PRESSURE TREATED SILL PLATE2x12 PRESSURE TREATED SILL PLATE4 x 8.25" RIM JOIST4 x 8.25" RIM JOIST4 x 10 RIM JOIST4 x 10 Wall Post4 x 10 RIM JOIST6" HEADLOK SCREW6" HEADLOK SCREWPLAN VIEWSIDE SECTION4 x 10 RIM JOIST4 x 4 CORNER POSTBACK SECTION4 x 10 RIM JOISTPLAN VIEWSIDE SECTION4 x 10 RIM JOIST6" HEADLOK SCREW4 x 6 FLOOR JOIST4 x 10 RIM JOIST6" HEADLOK SCREW4 x 6 FLOOR JOISTProject #DateSTREAM Collaborativearchitecture + landscape architecture dpc108 W. State St. Fl 2Ithaca, New York 14850ph: 607.216.8802www.streamcolab.comA1234BCD1 1/2" = 1'-0"3/16/2018 10:55:20 AMU:\2017020 - Tiny Timber Hector St\06.0 DRAWINGS\REVIT\Lot 3 .rvtA502CONNECTIONDRAWINGS2017001HECTOR ST LOT 3OCT.04.2017KARRYN OLSON RAMANUJAN & KRISHNA RAMANUJANCITY OF ITHACA, TOMPKINS COUNTY, NEW YORKPERMIT DRAWING1 1/2" = 1'-0"D3WALL RIM JOIST,BEAM, AND POST1 1/2" = 1'-0"D2BEAM TO CENTER POST1 1/2" = 1'-0"D11ST FLOOR SILL PLATE, RIM JOIST1 1/2" = 1'-0"D41ST FLOOR RIM JOIST 10X10 BEAM1 1/2" = 1'-0"B2STAIR OPENING FLOOR JOIST1 1/2" = 1'-0"B41ST FLOOR CORNER1 1/2" = 1'-0"B3WALL CORNER1 1/2" = 1'-0"B1TYP. FLOOR JOIST TO RIM JOIST4REVISIONSΔ DESCRIPTION DATE4 Revision 4 03/16/18