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HomeMy WebLinkAboutFull Set of DrawingsThese documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions SWBR Project # HCR SHARS NO.: 201860499/13/2019 1:58:10 PMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_erikr.rvt15225.00 ESR Title Sheet EJG ESR G-000 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 9/13/2019 Cayuga Flats Construction Set 15225.00 209 Elm Street, Ithaca NY 209 Elm Street, Ithaca NY Drawing List General G-000 Title Sheet G-001 Project Information G-101 Code Compliance Plans Civil C-101 Existing Conditions Plan C-102 Demolition, Erosion and Sediment Control Plan C-103 Layout Plan C-104 Grading and Utility Plan C-105 Work Zone Traffic Control Plan C-201 Details C-202 Details Landscape L-101 Landscape Plan L-102 Details Structural S-001 General Notes S-101 Foundation and Slab on Grade Plan S-102 First and Second Floor Framing Plans S-103 Roof Framing and Snow Loading Plans S-201 Foundation Elevations S-301 Foundation Sections S-302 Framing Sections S-501 Typical Foundation Details S-502 Typical Foundation Details S-503 Typical Framing Details S-504 Typical Framing Details Architectural A-101 Lower Level Plan A-102 First Floor Plan A-103 Second Floor Plan A-104 Roof Plan A-131 Reflected Ceiling Plans A-201 Exterior Elevations A-301 Building Sections A-310 Wall Sections and Details A-311 Wall Sections and Details A-401 Stair Plans, Sections, And Details A-420 Enlarged Unit Plans A-421 Enlarged Unit Plans A-601 Door and Window Schedule and Details Architect & Structural Engineer: SWBR 387 East Main Street Rochester, NY 14604 585 232 8300 rochester@swbr.com Owner: Ithaca Neighborhood Housing Services 115 W Clinton Street Ithaca NY 14850 607 227 4500 MEP Engineer: Turner Engineering One Woodbury Blvd Rochester, NY 14604 585 381 3360 Civil Engineer: TG Miller PC 203 N Aurora St Ithaca, NY 14850 607 272 6477 Sustainability Consultant: Steven Winter Associates 307 Seventh Avenue, Suite 1701 New York, NY 10001 212 564 5800 Fire Protection F-001 Fire Protection General Notes, Legends, and Details F-101 Lower Level Plan - Fire Protection F-102 First Floor Plan - Fire Protection F-103 Second Floor Plan - Fire Protection Plumbing P-001 Plumbing General Notes, Legends and Schedules P-002 Back Flow Prevention Plan P-100 Foundation Plan - Plumbing P-101 Lower Level Plan - Plumbing P-102 Lower Level Plan - Plumbing - Natural Gas P-103 First Floor Plan - Plumbing P-104 Second Floor Plan - Plumbing P-105 Roof Plan - Plumbing P-300 Plumbing Details P-420 Enlarged Unit Plans - Plumbing HVAC H-001 HVAC General Notes, Legends, and Design Criteria, and Schedules H-002 Energy Star Qualified Homes Requirements H-100 Lower Level and First Floor Plans - HVAC H-101 Second Floor and Roof Plans - HVAC H-300 HVAC Details Electric E-001 Electrical Symbols and Schedules E-100 Site Plan - Electrical E-101 Lower Level Plan, First Floor Plans - Electrical E-103 Second Floor, Roof Plans - Electrical E-200 Enlarged Unit Plans E-300 Electrical Details E-301 Electrical Details Construction Manager: Home Leasing Construction 180 Clinton Square, Rochester, NY 14604 585 262 6210 209 Elm Street PARTITION LEGEND INDICATES PARTITION TYPE INDICATES PARTITION HEIGHT ABOVE FINISHED FLOOR: "X" AFC PARTITION TO X" ABOVE FINISHED CEILING UFC PARTITION TO UNDERSIDE OF FINISHED CEILING X'-X"WHERE HEIGHT IS NOTED, CONSTRUCT WALL TO THAT HEIGHT INCLUDING TOP OF WALL CAP GYPSUM BOARD / WOOD STUD SERIES PARTITIONS 4 1/8"2 x 4 WOOD STUDS AT 16" O.C. (1) LAYER 5/8" GYPSUM BOARD ROOM SIDE. W3 4 3/4"2 x 4 WOOD STUDS AT 16" O.C. (1) LAYER 5/8" GYPSUM BOARD EACH SIDE. 1 HOUR FIRE RESISTANT RATED WHEN INDICATED (WITH OR WITHOUT BATT INSULATION) PER UL U305. MAXIMUM STUD SPACING IS LIMITED TO 16" O.C. W4 6 1/8"W5 6 3/4" 2 x 6 WOOD STUDS AT 16" O.C. (1) LAYER 5/8" GYPSUM BOARD EACH SIDE. 1 HOUR FIRE RESISTANT RATED WHEN INDICATED (WITH OR WITHOUT BATT INSULATION) PER UL U305. MAXIMUM STUD SPACING IS LIMITED TO 16" O.C. W6 8" 2 x 6 WOOD STUDS AT 16" O.C. (2) LAYERS 5/8" GYPSUM BOARD EACH SIDE. 2 HOUR FIRE RESISTANT RATED WHEN INDICATED PER UL U301. WHEN INSULATION IS INDICATED, PROVIDE 5-1/2" MINERAL FIBER SAFING BATTS PER UL U308. W7 XX * * A3 INDICATES PARTITION TYPE INDICATES ADDITIONAL SOUND ATTENUATION BLANKETS FOR ACOUSTICAL PURPOSES (REFER TO GENERAL PARTITION NOTES) 5 1/4" (1) LAYER 5/8" TYPE "C" GYPSUM BOARD EACH SIDE 2 x 4 WOOD STUDS @ 16" O.C. 1/2" RESILIENT FURRING CHANNELS @ 24" O.C. ONE SIDE 3" GLASS FIBER SAFING BATT INSULATION 1 HOUR FIRE RESISTANT RATED PER UL U311 FSTC 50 PER GA WP #3241 W8 7 1/4"SAME AS W8 EXCEPT 2 x 6 WOOD STUDS IN LIEU OF 2 x 4 WOOD STUDS. W9 A ALL STUD PARTITIONS NOT INDICATED WITH A PARTITION TYPE SHALL BE TYPE W4. ALL MASONRY PARTITIONS NOT INDICATED WITH A PARTITION TYPE SHALL BE TYPE C8. PARTITIONS WITH SOUND ATTENUATION BLANKETS: GYPSUM BOARD TO BE "TYPE X" UNLESS OTHERWISE NOTED ALL PARTITIONS ARE TO BE TO THE UNDERSIDE OF RATED MEMBRANE ABOVE UNLESS OTHERWISE NOTED DIMENSIONS SHOWN FOR EACH PARTITION DESCRIPTION INDICATE FACE-TO-FACE THICKNESS OF MATERIALS LISTED FOR THAT PARTITION PROVIDE LISTED U.L. FIRE-RESISTANT JOINT ASSEMBLIES @ TOP OF ALL WALLS INDICATED TO BE FIRE-RESISTANT RATED THE TOP OF ALL PARTITIONS FRAMED AGAINST THE UNDERSIDE OF STRUCTURES SHALL HAVE PROVISIONS FOR DEFLECTION & RESTRAINT PROVIDE BULLNOSE BLOCK AT ALL EXPOSED OUTSIDE CORNERS OF CMU PARTITIONS ALL METAL STUD PARTITIONS TO RECEIVE CERAMIC TILE SHALL BE CONSTRUCTED USING 20 GAUGE METAL STUDS @ 16" O.C. SEE STRUCTURAL DRAWINGS FOR RESTRAINT DETAILS AT THE TOP OF NON-LOAD BEARING CMU WALLS SEE STRUCTURAL DRAWINGS FOR VERTICAL REINFORCEMENT IN CMU WALLS PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS & CEILINGS. FOR CEILINGS: • INSTALL CONTROL JOINT IN AREAS EXCEEDING 2500SF. • SPACE CONTROL JOINTS NOT MORE THAN 50 FEET O.C. • INSTALL CONTROL JOINTS WHERE CEILING FRAMING OR FURRING CHANGES DIRECTION. FOR PARTITIONS AND FURRING: • INSTALL CONTROL JOINTS IN PARTITIONS AND WALL FURRING RUNS EXCEEDING 30 FT. • SPACE CONTROL JOINTS NOT MORE THAN 30 FT O.C. • INSTALL CONTROL JOINTS IN FURRED ASSEMBLIES WHERE JOINTS OCCUR IN BASE SUBSTRATE OF EXTERIOR WALLS. CONTROL JOINTS IN FIRE-RESISTANT CONSTRUCTION REQUIRE FIRE-RATED JOINT SYSTEMS OR SPECIAL DETAILING. SEE DETAIL 18/A-501. FOR STUD CONSTRUCTION NOT EXTENDING TO THE STRUCTURE, PROVIDE DIAGONAL BRACING FROM TOP OF WALL TO STRUCTURE ABOVE. INSTALL AT 12'-0" MAX SPACING AND @ EACH DOOR JAMB MOISTURE RESISTANT GYPSUM BOARD TO BE USED IN ALL TOILET, SHOWER AND BATHROOMS. SUBSTITUTE CEMENT BACKING BOARD FOR GYPSUM BOARD DIRECTLY BEHIND ALL WALLS/SURFACES TO RECEIVE CERAMIC TILE PROVIDE CONTROL JOINTS IN INTERIOR NON-LOAD BEARING MASONRY WALLS AT A SPACING NOT TO EXCEED 25 FT AND WHERE WALL THICKNESS OR HEIGHTS CHANGE. PROVIDE CONTROL JOINTS FOR FINISHES (TILE OR GYPSUM BOARD) THAT BRIDGE THESE JOINTS. CONTRACTOR TO SUBMIT DRAWING FOR APPROVAL FOR CMU WALLS INDICATED TO BE FIRE-RESISTANT RATED, PROVIDE UNITS MEETING THE FIRE RATING DURATION INDICATED BASE ON THE EQUIVALENT THICKNESS OF THE MASONRY AND TYPE OF AGGREGATE USED. REFER TO CODE COMPLIANCE PLANS FOR PARTITION FIRE RESISTANCE RATINGS. GYPSUM BOARD JOINT TREATMENT IN CONCEALED SPACES SHALL BE FIRE TAPED. UNLESS OTHERWISE INDICATED IN A SPECIFIC UL DESIGN, JOINTS SHALL BE FIRE TAPED, AND JOINTS AND FASTENER HEADS COVERED WITH (1) COAT OF JOINT COMPOUND. BASE LAYERS IN MULTI-LAYER SYSTEMS ARE NOT REQUIRED TO HAVE JOINTS OR FASTENER HEADS TAPED OR COVERED WITH JOINT COMPOUND. INTERIOR LOAD-BEARING PARTITIONS SHALL BE BUILT WITH MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE ASSEMBLIES WITH A 1 HOUR FIRE-RESISTIVE RATING (I.E. BOARD TYPE & FASTENER SPACING). OPENING PROTECTION (FIRE DOORS & DAMPERS) AND THROUGH PENETRATION FIRESTOP SYSTEMS ARE NOT REQUIRED UNLESS SPECIFICALLY INDICATED OTHERWISE. GENERAL PARTITION NOTES: A. B. C. D . E. F. G. H. I. J. K. L. M. N. O. P. Q. R. S. GENERAL NOTES: ALL GENERAL NOTES PERTAIN TO ALL ARCHITECTURAL (A-SERIES) DRAWINGS IN THIS SET GENERAL CONTRACTOR TO PROVIDE ALL LOOSE LINTELS AT ALL MASONRY OPENINGS EXCEEDING 16" WIDE INCLUDING, BUT NOT LIMITED TO: DOORS, WINDOWS, F.E.C.S., DUCTS, ETC. SEE STRUCTURAL DRAWINGS FOR LINTEL SCHEDULE. LINTEL LOCATIONS FOR PLUMBING, ELECTRICAL AND MECHANICAL WORK ARE NOT SHOWN ON THE STRUCTURAL DRAWINGS. CONTRACTOR SHALL COORDINATE WITH RESPECTIVE DRAWINGS. WHERE DIFFERENT FLOORING MATERIALS MEET, AND A SPECIFIC TRANSITION DETAIL IS NOT INDICATED, PREPARE SUBSTRATE WITH A TRANSITION HEIGHT BUILD UP USING TROWELABLE LEVELING AND PATCHING COMPOUND TO PRODUCE A FLUSH SMOOTH CONDITION. TROWEL MATERIAL FOR A MINIMUM DISTANCE OF 2 FEET FROM A FEATHER EDGE CONDITION UP TO A MAXIMUM SINGLE LAYER APPLICATION THICKNESS OF 1/2". FOR APPLICATIONS THICKER THAN 1/2", PLACE MATERIAL IN SUCCESSIVE LAYERS, SCORING PREVIOUS LAYER, UP TO A MAXIMUM THICKNESS OF 1". PROVIDE CONCEALED STEEL STUD BLOCKING OR 2" x 18 GA CONTINUOUS STEEL STRAPPING ATTACHED TO FACE OF STUDS BEHIND ALL WALL MOUNTED ITEMS SUCH AS: WALL CABINETS, SHELVING, COAT RODS, GRAB BARS, HANDRAILS, TOILET ACCESSORIES, ETC. SEE INTERIOR ELEVATIONS & FURNITURE PLANS FOR ADDITIONAL INFORMATION AND SCOPE EXTERIOR PERIMETER OF ALL WINDOWS, DOORS, CURTAINWALL, STOREFRONT, LOUVERS, OR OTHER ITEMS INSERTED IN OR PENETRATING AN EXTERIOR WALL SHALL BE SEALED WITH BACKER ROD AND SEALANT WHETHER INDICATED ON DRAWINGS OR NOT FLOOR FINISH TRANSITIONS/CHANGES SHALL OCCUR BELOW THE DOOR DIMENSIONS LOCATING INTERIOR PARTITIONS ARE TO THE FACE OF STUD (EXCLUDING FINISH MATERIALS SUCH AS - BUT NOT LIMITED TO: CERAMIC TILE, AND WOOD PANELING) UNLESS NOTED OTHERWISE. SEE PARTITION SCHEDULE FOR WALL THICKNESS EVERY ATTEMPT HAS BEEN MADE TO INDICATE PERTINENT EXISTING UTILITIES AND CONDITIONS AS ACCURATELY AS POSSIBLE FROM EXISTING SURVEYS, DRAWINGS AND OTHER DATA. PRIOR TO THE BID OPENING, CONTRACTORS SHALL WALK THE JOB SITE AND SATISFY THEMSELVES TO EXISTING CONDITIONS. THE ARCHITECT SHALL BE CONSULTED WHEN ANY QUESTION ARISES RELATIVE TO MATERIALS NOT SPECIFICALLY SHOWN OR SPECIFIED PENETRATIONS THROUGH FIRE-RESISTANT CONSTRUCTION SHALL BE BUILT IN ACCORDANCE WITH U.L. LISTED THROUGH-PENETRATION FIRESTOP SYSTEMS. SEE CODE COMPLIANCE PLAN FOR PARTITION LOCATIONS. PENETRATIONS THROUGH NON FIRE-RESISTANT RATED HORIZONTAL ASSEMBLIES, NOT PROTECTED BY A SHAFT ENCLOSURE, SHALL HAVE ITS ANNULAR SPACE FILLED WITH NON-COMBUSTIBLE MATERIAL TO PREVENT THE PASSAGE OF FLAME, SMOKE FUMES, AND HOT GASES. NON-COMBUSTIBLE PENETRATING ITEMS SHALL NOT PENETRATE MORE THAN 3 FLOOR ASSEMBLIES. COMBUSTIBLE PENETRATING ITEMS SHALL NOT PENETRATE MORE THAN 1 FLOOR ASSEMBLY PROTECTION OF CONCRETE SLAB ON GRADE SURFACE DURING CONSTRUCTION: • NO ACIDIC OR CHEMICAL CLEANING PROCEDURES WILL BE ALLOWED TO REMOVE STAINS FROM THE CONCRETE SURFACE. PROTECTION IS ESSENTIAL. • ALL HYDRAULIC POWERED EQUIPMENT MUST BE DIAPERED TO AVOID STAINING ON THE CONCRETE. • NO TRADE SHALL PARK VEHICLES ON THE SLAB. IF NECESSARY TO COMPLETE THE SCOPE OF WORK, DROP CLOTHES NEED TO BE PLACED UNDER THE VEHICLES AT ALL TIMES. • NO PIPE CUTTING MACHINES WILL BE USED ON THE SLAB. • STEEL MATERIALS WILL NOT BE PLACED ON SLABS TO AVOID RUST STAINING. FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES ARE FIRE-RESISTANT-RATED CONSTRUCTION WHICH EMPLOY A GYPSUM BOARD MEMBRANE CEILING. FOR CONCEALED CONDITIONS, ALL JOINTS IN THIS MEMBRANE SHALL BE TAPED. JOINTS AND FASTENER HEADS SHALL BE COVERED WITH ONE COAT OF JOINT COMPOUND (FIRE TAPED). THE GYPSUM BOARD MEMBRANE IS PERMITTED TO BE INTERRUPTED WITH THE DOUBLE TOP PLATE OF A WOOD STUD PARTITION. PIPE AND WIRE PENETRATIONS THROUGH THE DOUBLE TOP PLATE MUST BE PROTECTED WITH LISTED THROUGH-PENETRATION FIRESTOP ASSEMBLIES. THE GYPSUM BOARD ON THE WALLS SHALL BE 5/8" TYPE X BOARD. WALL BOARD SHALL BE ATTACHED TO THE WOOD STUDS WITH SCREWS @ 7" O.C. MAXIMUM. SCREWS SHALL BE A MINIMUM 1-7/8" LONG FOR SINGLE LAYER APPLICATIONS. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. PROVIDE SOUND ATTENUATION BLANKETS IN ALL CAVITY SPACES IN WALL FULL HEIGHT THICKNESS OF BLANKETS IN STUD WALLS SHALL BE EQUAL TO THICKNESS OF CAVITY TO NEAREST 1/2", UNLESS INDICATED OTHERWISE PARTITIONS TO BE SEALED @ THE PERIMETER, BEHIND CONTROL JOINTS, AROUND OPENINGS AND AT ALL PENETRATIONS WITH EACH LAYER OF BOARD TO RECEIVE A BEAD OF NON-HARDENING SEALANT SEE WALL TYPE DESCRIPTIONS FOR CONDITIONS REQUIRING MINERAL FIBER SAFING INSULATION BATTS 1. 2. 3. 4. STUD SPACING PER PARTITION TYPES BELOW UON ON STRUCTURAL DRAWINGS. REFER TO CODE COMPLIANCE PLAN(S) FOR PARTITIONS REQUIRED TO BE FIRE-RESISTANT-RATED CONSTRUCTION. SAME AS W3 EXCEPT 2 x 6 WOOD STUDS IN LIEU OF 2 x 4 WOOD STUDS. AIRTIGHT DRYWALL APPROACH • AIR BARRIER IN WALL AND CEILING TO BE MADE CONTINUOUS WITH GASKETS OR SILICONE SEALANT. PRE-INSTALLATION MEETINGS • CONDUCT REGULAR SCHEDULED MEETINGS WITH FRAMERS, INSULATION INSTALLERS, DRYWALLERS, MECHANICAL & PLUMBING CONTRACTORS, ELECTRICIANS & ANY OTHER TRADES ASSOCIATED WITH THE BUILDING ENVELOPE. • INSPECT DAILY OPERATIONS WITH SUBCONTRACTORS & MAKE IMMEDIATE CORRECTIONS IN NONCONFORMING WORK. WOOD FRAMED FLOORS • SEAL RIM JOIST TO MINIMIZE AIR CURRENTS AROUND FLOOR INSULATION. • SEAL JOINTS BETWEEN BOTTOM PLATE AND SUBFLOOR. • SEAL JOINTS BETWEEN SHEETS OF SUBFLOOR WITH SILICONE SEALANT. CONCRETE SLAB FLOORS • SEAL JOINTS AT WALLS AND PENETRATIONS WITH A POLYURETHANE SEALANT. ALL EXTERIOR WALL LOCATIONS • CAULK ALL PENETRATIONS THRU SHEATHING. • SEAL JOINTS IN AIR BARRIER MEMBRANE WITH APPROVED TAPE. • CAULK BOTH SIDES OF SILL SEALER • INSTALL SEALANT AT THE TOP AND BOTTOM PLATES OF EXTERIOR WALLS SO THAT WHEN GYPSUM BOARD IS INSTALLED IT COMPRESSES SEALANT TO FORM AN AIRTIGHT SEAL AGAINST FRAMING. • INSTALL SEALANT TO FILL GAP BETWEEN GYP BD AND SUB FLOOR • INSTALL SEALANT TO FILL GAP BETWEEN GYP BD AND CEILING • USE SEALANT TO SEAL SEAMS BETWEEN GYPSUM BOARD AND ELECTRICAL BOXES. • INSTALL VAPOR RETARDER PER DRAWINGS AND SPECIFICATIONS. OVERLAP OF MINIMUM 1 FOOT. REPLACE DAMAGED VAPOR RETARDER. • SEAL BETWEEN THE BOTTOM PLATE AND SUBFLOOR. • SEAL AROUND WINDOW & DOOR HEADERS. • SEAL PENETRATIONS THROUGH THE TOP AND BOTTOM PLATES AT ALL AREAS FOR PLUMBING, WIRING, AND DUCTS. • SEAL WIRING TO OUTLET OPENINGS. • INSTALL GYPSUM BOARD ON WALLS & CEILINGS PRIOR TO SOFFIT FRAMING AND FURRED DOWN CEILING INSTALLATION. JOINTS IN CONCEALED GYPSUM BOARD TO BE 100% FIRETAPED. ALL PARTITION WALLS • SEAL GYPSUM BOARD AT TOP AND BOTTOM PLATE OF PARTITION WALLS. • SEAL THE DUCTWORK AT INTERSECTION OF PARTITIONS AND EXTERIOR WALLS • SEAL PENETRATIONS THROUGH TOP AND BOTTOM PLATES FOR PLUMBING,WIRING, ELECTRICAL BOXES AND DUCTS (AND ANY OTHER PENETRATIONS). • SEAL AROUND OUTLET OPENINGS. ALL EXTERIOR WINDOWS AND DOORS • FLASH WINDOWS & DOORS PER DRAWINGS. • SEAL DRYWALL EDGES TO FRAMING OR JAMBS FOR WINDOWS AND DOORS. • FILL SHIM SPACE WITH LOW-EXPANDING SPRAY FOAM SEALANT. • CAULK WINDOW AND DOOR TRIM TO DRYWALL WITH CLEAR OR PAINTABLE SEALANT. ALL CEILINGS • FOLLOW STANDARD FINISHING TECHNIQUES TO SEAL JUNCTIONS AND JOINTS BETWEEN CEILING AND WALLS. • WHENEVER POSSIBLE, USE CONTINUOUS DRYWALL SHEETS FOR CEILING AND WALLS IN ORDER TO MINIMIZE JOINTS THAT NEED TO BE SEALED. • SEAL PENETRATIONS IN CEILING FOR WIRING, PLUMBING, DUCTS, ATTIC ACCESS DOORS AIR SEALING NOTES: FR V 6" DIAMETER 2"1/2" STROKE 1/4" ROMAN ALPHANUMERIC DESIGNATION OF CONSTRUCTION TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE REFLECTIVE WHITE DESIGNATION FOR STRUCTURAL COMPONENTS THAT ARE OF TRUSS CONSTRUCTION REFLECTIVE RED PANTONE (PMS) # 187 "F"FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R"ROOF FRAMING "FR"FLOOR AND ROOF FRAMING TRUSS IDENTIFICATION SIGN LOCATIONS SIGN LOCATION SIGN PLACEMENT QUANTITY EXTERIOR BUILDING ENTRANCE DOORS, EXTERIOR EXIT DISCHARGE DOORS, AND EXTERIOR ROOF ACCESS DOORS TO A STAIRWAY ATTACHED TO THE DOOR, OR ATTACHED TO A SIDELIGHT OR FACE OF THE BUILDING, NOT MORE THAN 12 INCHES (305MM) HORIZONTALLY FROM THE LATCH SIDE OF THE DOOR JAMB, AND NOT LESS THAN 42 INCHES (1067MM) NOT MORE THAN 60 INCHES (1524MM) ABOVE THE ADJOINING WALKING SURFACE MULTIPLE CONTIGUOUS EXTERIOR BUILDING ENTRANCE OR EXIT DISCHARGE DOORS ATTACHED TO EACH END OF THE ROW OF DOORS AND AT A MAXIMUM HORIZONTAL DISTANCE OF 12 FEET (3.65M) BETWEEN SIGNS, AND NOT LESS THAN 42 INCHES (1067MM) NOT MORE THAN 60 INCHES (1524MM) ABOVE THE ADJOINING WALKING SURFACE FIRE DEPARTMENT HOSE CONNECTIONS ATTACHED TO THE FACE OF THE BUILDING, NOT MORE THAN 12 INCHES (305MM) HORIZONTALLY FROM THE CENTER LINE OF THE FIRE DEPARTMENT HOSE CONNECTION, AND NOT LESS THAN 42 INCHES (1067MM) NOT MORE THAN 60 INCHES (1524MM) ABOVE THE ADJOINING WALKING SURFACE 7 2 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 1:58:11 PMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_erikr.rvt15225.00 ESR Project Information EJG ESR G-001 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY AB Anchor bolt A/C Air condition(ing) (ed) ACC Accessible ACCU Air cooled condensing unit ACI American Concrete Institute ACT Acoustical ceiling tile ACM Asbestos containing material ACOUS PNL Acoustical panel ACS PNL Access panel ADDL Additional ADJ Adjustable, adjacent ADH Adhesive AFF Above finished floor AGGR Aggregate AHU Air handling unit AISC American Institute of Steel Construction AISI American Iron and Steel Institute ALT Alternate ALUM Aluminum ANOD Anodized APPROX Approximate ARCH Architect(ural) ARD Auxillary roof drain ASD Allowable stress design ASTM American Society for Testing and Materials AWP Acoustical wall panel AWS American Welding Society BAT Batten B/B Back to back B BD Base board BCNYS Building Code of New York State BITUM Bituminous BD Board BLDG Building BLKG Blocking BM Beam, Benchmark BOT Bottom BR Bedroom BRG Bearing BRZ Bronze BSMT Basement BTWN Between BUR Built up roofing BW Both ways CCTV Closed circuit television CAB Cabinet CB Catch basin, Corner bead CH BD Chalkboard CEM Cement CF Contractor furnished CFMF Cold-formed metal framing CF/CI Contractor furnished/ Contractor installed CF/OI Contractor furnished/ Owner installed CG Corner guard CH Coat hook CI Cast iron CIP Cast in place, Cast iron pipe CJ Control joint CL Centerline CLG Ceiling CLO Closet CLR Clear, Color CMT Ceramic mosaic tile CMU Concrete masonry unit CNTR Counter CO Cleanout, Cased opening, Company COL Column CONC Concrete CONF Conference CONN Connect(ion) CONSTR Construction CONT Continue(ous) CONTR Contract(or) COORD Coordinate CPT Carpet CSJ Construction joint CSK Counter sunk CT Ceramic tile, Count, Current transformer CTR Center CW Cold water piping, Casement window CU Cubic CUH Cabinet unit heater CU YD Cubic yard D Deep, Depth D Penny (nail) db Bar diameter DBL Double DEFS Direct-applied exterior finish system DEG Degree DEMO Demolition DEPT Department DET Detail DF Drinking fountain DIA OR ø Diameter DIAG Diagonal, Diagram DIM Dimension DIFF Diffuser DIR Direction DISP Dispenser DIV Division DMPF Damp proofing DL Dead load DN Down DO Ditto DR Door, Drive DS Downspout DW Dishwasher DWV Drainage waste & vent DWG Drawing DWL Dowel E East EA Each EBCNYS Existing Building Code of New York State EC Electrical contractor EF Each face EIFS Exterior insulation and finish system EJ Expansion joint ELAS Elastomeric EL Elevation ELEC Electric(al) ELEV Elevator EM Entry mat, Expanded metal EMER Emergency ENCL Enclosure ENGR Engineer EOS Edge of slab EP Electric panel EQ Equal EQUIP Equipment ES Emergency shower ETC Et cetera ETR Existing to remain EW Each way EWC Electric water cooler EXIST Existing EXC Excavation, Excavate EXP Expand, Expansion EXT Exterior, External, Extinguisher F/F Face to face FAAP Fire alarm annunciator panel FACP Fire alarm control panel FD Floor drain FDTN Foundation FE Fire extinguisher FEC Fire extinguisher cabinet FHC Fire hose cabinet FIN Finish(ed) FIXT Fixture FLASH Flashing FLEX Flexible FLOUR Fluorescent FLG Flooring, flange FO Finished opening FP Fire protection, Fireproof FRTW Fire retardant treated wood FT Foot, Feet FTG Footing FTR Finned tube radiation FURN Furnace, Furniture, Furnish FUT Future FWC Fabric wall covering GA Gage GAL Gallon GALV Galvanized GB Grab bar GC General contract(or) GFRC Glass fiber reinforced concrete GFRG Glass fiber reinforced gypsum GL Glass, Ground level GL BLK Glass block GLU LAM Glued laminated beam GR Grade, Gross GWT Glazed wall tile GYP Gypsum GYP BD Gypsum board GYP PLAS Gypsum plaster HB Hose bibb HC Hollow core, Hose cabinet HCP Handicapped HDW Hardware HDWD Hardwood HM Hollow metal HO Hold open HORIZ Horizontal HP High point, Horsepower HR Hour HSS Hollow structural section HT Height HTG Heating HTR Heater HVAC Heating, ventilating and air conditioning HW Hot water HYD Hydrant ID Inside diameter IN Inches INCL Included INCAND Incandescent INFO Information INSUL Insulation INTERM Intermediate INT Interior JAN Janitor JST Joist JT Joint KIP 1000 Pounds KIT Kitchen KO Knockout KPL Kick plate L Liter, Angle LAM Laminate(d) LAU Laundry LAV Lavatory LB Pound LBL Label LD Load LF Linear feet (foot) LH Left hand, Latent heat LIN Linear LKR Locker LL Live load LLH Long leg horizontal LLV Long leg vertical LOC Location LRFD Load & resistance factor design LT Light LTG Lighting LWC Light-weight concrete MACH Machine MAINT Maintenance MAS Masonry MATL Material MAX Maximum MC Mechanical contractor MCB Metal corner bead MDO Medium density overlay MDF Medium density fiberboard MECH Mechanical MEP Mechanical, electrical, plumbing and fire protection MEZZ Mezzanine MFR Manufacturer MH Manhole MM Millimeter MIFRC Mastic/intumescent fire-resistive coating MIN Minimum MISC Miscellaneous MLWK Millwork MO Masonry opening MRK BD Marker board MTD Mounted MTL Metal MULL Mullion N North NAT Natural NCOMBL Noncombustible NIC Not in contract NO OR #Number NOM Nominal NORM Normal NRC Noise reduction coefficient NTS Not to scale NWC Normal weight concrete O/O Out to out OA Overall, Outside air OC On center OD Outside diameter OF/CI Owner furnished, Contactor installed OF/OI Owner furnished, Owner installed OFD Overflow drain OFF Office OH Opposite hand OH DR Overhead (coiling) door OPNG Opening OPP Opposite OPT Optional, Optimum OZ Ounce PA Public address PBD Particleboard PC Plumbing contractor, Portland cement PCC Precast concrete PCT Porcelain ceramic tile PED Pedestal PEND Pendant PER Period PERF Perforated PGBD Peg board PL Plate, Property line PLF Ponds per linear foot PLAM Plastic laminate PLAS Plaster PLB Plumbing PLYWD Plywood PNL Panel POL Polished PORC Porcelain POS Positive, Position PPT Pressure-preservative treated PR Pair PREFAB Prefabricate PREFIN Prefinish PREP Preparation PROJ Project PROJ SCRN Projection screen PSF Pounds per square foot PSI Pounds per square inch PT Paint, Post tension PTN Partition PVC Polyvinyl chloride (plastic) PVG Paving QT Quarry tile QTR Quarter QTY Quantity R Riser, Radius, Thermal resistance RB Rubber base, Resilient base RCP Reinforced concrete pipe, Reflected ceiling plan RD Roof drain, Road REC Recessed REF Refrigerator REFL Reflect REG Register, Regulation REINF Reinforced REQD Required RESIL Resilient REV Revision RF Resilient flooring RFG Roofing RH Right hand, Roof hatch RM Room RO Rough opening ROW Right of way RTU Roof top unit RV Roof vent RWB Rubber wall base S South SAB Sound attenuation batts SAN Sanitary SC Solid core, Shading coefficient SCHED Schedule SEAL Sealer on floor (finish) SECT Section SF Square foot, Safety factor SFRM Sprayed fire-resistive Material SGT Structural glazed tile SHT Sheet SHR Shower SIM Similar SOG Slab on grade SP Standpipe, Sump pit SPA Spaces SPKR Speaker SPEC Specification SQ Square SRD Secondary roof drain SS Service sink SSM Solid surface material SSP Stainless steel pipe SST Stainless steel ST Stain STA Station STC Sound transmission class STD Standard STIFF Stiffener STL Steel STOR Storage STR Straight, Stringers STRUCT Structural SUSP Suspended SV Sheet vinyl SY Square yard T Tread T/Top of T&B Top and bottom T&G Tongue and groove TEL Telephone THRES Threshold TEMP Temporary TER Terrazzo THK Thick(ness) TK BD Tack board TMPD Tempered TOC Top of concrete TOM Top of masonry TOPO Topography, Topographic TOS Top of steel TOW Top of wall TPD Toilet paper dispenser TSTAT Thermostat TV Television TYP Typical U Heat transfer coefficient UC Undercut UCL Under cabinet lighting UGND Underground UH Unit heater UL Underwriter's laboratories UNEX Unexcavated UNFIN Unfinished UON Unless otherwise noted UTIL Utility UV Unit ventilator VARN Varnish(ed) VB Vinyl base VCT Vinyl composition tile VENT Ventilation VERT Vertical VEST Vestibule VIF Verify in field VIN Vinyl VOL Volume VR Vapor retarder VT Vinyl tile V SHT Vinyl sheet VWC Vinyl wall covering W West W/With WC Water closet, Wall covering W/O Without WD Wood WDW Window WF Wide flange WD GD Wood guard WH Water heater WI Wrought iron WM Wire mesh WP Waterproofing, Working point WR Water repellent, weather resistant W RECPT Waste receptacle WSCT Wainscot WT Weight, Watertight, Water table WWF Welded wire fabric X By YD Yard C12 A C12A-XXX 1 4 3 2 X SCALE: X"=1'-0" Title 1 12 B A 1 8'-0" AFF 1 Batt insulation Rigid insulation Wood blocking (intermittent) Stone Gravel or crushed stone Wood framing (continuous) Finish wood Steel - large scale Steel - small scale Plywood Concrete Concrete masonry unit Brick (Other metals as noted) View title Building / wall section cut Detail - blow up Exterior elevation Interior elevations 101 1 Partition type Room number Door numbers Window type Revision OR OR Undisturbed earth 001 100 A 001 Structural grid Viewing directionDetail no. Drawing no. Detail no. Drawing no. Drawing no. Elevation no. Plan key note Demolition key note Ceiling type and height Drawing symbols (Other metals as noted) A-XXX X A-XXX X Gypsum, sand, mortar A-XXX X Drawing no. Elevation no. Detail no. Detail section cut Detail no. DRAWING NO. A-XXX X Viewing direction Accessibility Accessible unit V/HAU Visual / hearing accommodation unit Material symbols Architectural / Structural abbreviations CPET = 63'1 BR UNIT B 101 2 BR UNIT 102 2 BR UNIT 103 1 BR UNIT B 104 74 SF ELEC 150STAIR 02 ST02 127 SF LAUNDRY 147 75 SF JANITORS 146 75 SF WATER 145 127 SF RPZ 144 STAIR 01 ST0173 SF BLDG STOR 141 UPUP E E E E 1 BR ADA 201 1 BR UNIT A 202 2 BR TNHS 203 STAIR 01 ST01 1 BR UNIT A 205 1 BR UNIT A 204 STAIR 02 ST02 E E UP DNUPDN HVI 1 BR UNIT C 301 1 BR UNIT C 302 2 BR TNHS 203 STAIR 01 ST01 1 BR UNIT C 305 1 BR UNIT C 304 STAIR 02 ST02 CODE COMPLIANCE PLAN LEGEND COMMON PATH OF EGRESS TRAVEL EGRESS ACCESS TRAVEL DISTANCE E EXIT FEC FIRE EXTINGUISHER CABINET. PROVIDE FIRE RATED CABINET WHEN INSTALLED IN FIRE RATED PARTITION CPOE = X'-X" EATD = X'-X" LOAD CAPACITY SYMBOL OCCUPANT CAPACITY OCCUPANT LOAD 1 HR FIRE PARTITION 1 HR FIRE BARRIER 2 HR FIRE BARRIER CODE COMPLIANCE PLAN GENERAL NOTES CODE COMPLIANCE DRAWINGS ARE INTENDED TO ASSIST IN THE PERMIT PROCESS AND TO PROVIDE GENERAL INFORMATION TO THE CONTRACTORS WITH RESPECT TO LIFE-SAFETY PROVISIONS OF THE PROJECT. THESE DRAWINGS SHOULD NOT BE USED TO DETERMINE THE SCOPE OF OTHER WORK SPECIFICALLY INDICATED ELSEWHERE IN THE DOCUMENTS. THESE DRAWINGS SHALL BE USED FOR THE LOCATIONS OF FIRE-RESISTANT RATED WALL CONSTRUCTION. INTERIOR LOAD-BEARING PARTITIONS (NOT INDICATED ON CODE COMPLIANCE PLAN) SHALL BE BUILT WITH MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE ASSEMBLIES WITH A 1-HR FIRE RESISTIVE RATING (I.E., BOARD TYPE AND FASTENER SPACING). OPENING PROTECTION (FIRE DOORS AND FIRE DAMPERS) AND THROUGH PENETRATION FIRE STOP SYSTEMS ARE NOT REQUIRED UNLESS SPECIFICALLY INDICATED OTHERWISE. WOOD-FRAMED FIRE-RESISTANT RATED FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES. BCNYS SECTION 714.4.2, EXCEPTION #7 ALLOWS THE GYPSUM BOARD CEILING MEMBRANE PROTECTION TO BE INTERRUPTED BY THE WALL CONSTRUCTION. THE WALL CONSTRUCTION MUST HAVE A DOUBLE TOP PLATE AND BE SHEATHED ON BOTH SIDES WITH 5/8" TYPE X GYPSUM BOARD. ALL PENETRATING ITEMS THROUGH THE DOUBLE TOP PLATE SHALL BE PROTECTED BY AN APPROVED 1-HOUR RATED THROUGH-PENETRATION FIRESTOP SYSTEM. THE FOLLOWING BUILDING AND ACCESSIBILITY CODES AND STANDARDS ARE APPLICABLE TO THIS PROJECT: A.2015 INTERNATIONAL BUILDING CODE* B.2015 INTERNATIONAL EXISTING BUILDING CODE* C.2015 INTERNATIONAL FIRE CODE* D.2015 INTERNATIONAL PLUMBING CODE* E.2015 INTERNATIONAL MECHANICAL CODE* F.2015 INTERNATIONAL FUEL GAS CODE* G.2017 NEW YORK STATE UNIFORM CODE SUPPLEMENT H.NATIONAL ELECTRICAL CODE, NFPA 70, - 2014 EDITION AS REFERENCED BY THE NYS CODES ABOVE. I.ICC/ANSI A117.1, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES - 2009 EDITION AS REFERENCED BY THE NYS CODES ABOVE. J.U.S. DEPARTMENT OF JUSTICE, 2010 AMERICANS WITH DISABILITIES ACT (ADA) STANDARDS FOR ACCESSIBLE DESIGN. K.2015 INTERNATIONAL ENERGY CONSERVATION CODE** *AS AMENDED BY 2017 NYS UNIFORM CODE SUPPLEMENT **AS AMENDED BY 2016 NYS ENERGY CODE SUPPLEMENT INDICATES 'ADA' UNITS. ADA UNITS ARE TYPE 'A' ACCESSIBLE UNITS ALL OTHER UNITS ARE TYPE 'B' ACCESSIBLE UNITS. BATHROOMS AT TYPE 'B' ACCESSIBLE UNITS TO FOLLOW TYPE 'A' ACCESSIBLE GUIDELINES UL L546: 1-HR RATED FLOOR/CEILING ASSEMBLY: TYPICAL FLOOR CEILING ASSEMBLY UL P531: 1-HR RATED ROOF/CEILING ASSEMBLY TYPICAL ROOF CEILING ASSEMBLY UL U306: 1-HR RATED WALL TYPICAL DEMISING WALL UL U311: 1 HR RATED WALL TYPICAL RATED WALL UL X650: 1 HR RATED STEEL COLUMN TYPICAL RATED STEEL COLUMN UL N614: 1 HR RATED STEEL BEAM TYPICAL RATED STEEL BEAM TYPICAL FIRE RATED ASSEMBLY TEST REFERENCES: X X X"CLEAR WIDTH 1. 2. 3. 4. 2 HR FIRE WALL SPECIFIC CODE INFORMATION NOTE KB KEY LOCK BOX These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 1:58:17 PMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_erikr.rvt15225.00 ESR Code Compliance Plans EJG ESR G-101 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 1/8" = 1'-0"1 LOWER LEVEL CODE COMPLIANCE PLAN 1/8" = 1'-0"2 FIRST FLOOR CODE COMPLIANCE PLAN 1/8" = 1'-0"3 SECOND FLOOR CODE COMPLIANCE PLAN BUILDING DATA & CODE SUMMARY - 2016 NEW YORK STATE UNIFORM CODE WITH REFERENCE TO: INTERNATIONAL BUILDING CODE 2015 AND 2016 UNIFORM CODE SUPPLEMENT SINGLE MIXED OCCUPANCY SEPARATED NON-SEPARATED IF SEPARATED, FIRE RESISTANCE RATING OF FIRE BARRIER (Table 508.4): OCCUPANCY CLASSIFICATION(S): USE(S): CONSTRUCTION CLASSIFICATION : (Chapter 6) AUTOMATIC SPRINKLER SYSTEM PROVIDED:YES 13R NO 13D13NFPA STANDARD: HEIGHT & AREA - ALLOWABLE: AREA PER TABLE 504.3 (HEIGHT IN FEET), 504.4 (HEIGHT IN STORIES) & 506.2 (AREA) sf OCCUPANCY CLASSIFICATION TABULAR AREA TABULAR HEIGHT FEET sf sf STORIES ft ft ft AREA INCREASE - FRONTAGE (506.3) YES NO FRONTAGE F = PERIMETER P = WIDTH OF OPEN SPACE W = FRONTAGE INCREASE lf = ft lf lf NOTES: "NS" = BUILDINGS "NOT" EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM. "S1" = BUILDINGS A MAXIMUM OF ONE STORY ABOVE GRADE PLANE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 (NFPA 13 SPRINKLER SYSTEM). "SM" = BUILDINGS TWO OR MORE STORIES ABOVE GRADE PLANE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 (NFPA 13 SPRINKLER SYSTEM). "S13R" = BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.2 (NFPA 13R SPRINKLER SYSTEM). OCCUPANCY CLASSIFICATION:SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY Covered mall and open mall buildings [402] High-rise buildings [403] – Occupied floors > 75 feet Atriums [404] Underground buildings [405] Motor vehicle related occupancies [406] Group I-2 (health care) [407] Group I-3 (correctional or detention) [408] Motion picture projection rooms [409] Stages, platforms, technical production areas [410] Special amusement buildings [411] Aircraft related occupancies [412] Combustible storage [413] Hazardous materials [414] Group H1 through H5 [415] Application of flammable finishes [416] Drying rooms [417] Organic coatings [418] FIRE PROTECTION SYSTEMS: Indicate size and location of fire areas on code compliance drawing (Chapter 9) FIRE PROTECTION SYSTEM REQUIRED PROVIDED SECTION AUTOMATIC SPRINKLER ALTERNATIVE AUTO FIRE EXT STANDPIPE PORTABLE FIRE EXTINGUISHER FIRE ALARM & DETECTION EMERGENCY ALARM SMOKE CONTROL SYSTEM SMOKE & HEAT REMOVAL (903) (904) (905) (906) (907) (908) (909) (910) MEANS OF EGRESS: DESIGN OCCUPANT LOAD SUMMARY - TABLE 1004.1.2 (Chapter 10) FLOOR LEVEL DESIGN OCCUPANT FIRST SECOND LOWER LEVEL TOTAL LOAD MEANS OF EGRESS ELEMENT REQUIRED PROVIDED SECTION NUMBER OF EXITS EXIT ACCESS TRAVEL DISTANCE DEAD-END LIMIT COMMON PATH OF TRAVEL LIMIT (Table 1006.3.1) (Table 1017.2) (1020.4) (1006.2.1) PROJECT NAME: BUILDING DATA & CODE REVIEW PREPARED BY: DATE: SWBR PROJECT NUMBER: CHECKED BY: DATE: HR (Chapter 4) (Chapter 5) FIRE COMMAND CENTER (911) (Chapter 3) COMBINATION OF BOTH Live/Work units [419] SF FOOTNOTE FOOTNOTENS/S1/SM/S13RCLASS ALLOWABLE BUILDING AREA - MULTI-STORY: SINGLE OCCUPANCY - FRONTAGE INCREASE EQUATION 5-2 ALLOWABLE AREA Aa = At + (NS x lf)OCCUPANCY GROUP SF ALLOWABLE AREA PER STORY (Sa = 1)SF Group I-1, R-1, R-2, R-3, R-4 [420] Hydrogen fuel gas rooms [421] Ambulatory care facilities [422] Storm shelters [423] Children's play structures [424] Hyperbaric facilities [425] Combustible dusts, grain processing & storage [426] FIRE DEPARTMENT CONNECTIONS FIRE PUMPS EMERGENCY RESPONDER SAFETY CARBON MONOXIDE DETECTION (912) (913) (914) (915) sf ft LEVEL OCCUPANCY CLASSIFICATION FEET ALLOWABLE HEIGHT SUMMARY STORIES ALLOWABLE HEIGHT FEETSTORIES ACTUAL HEIGHT COMPLIANT YES NO (30 FEET MAX.) (NOT TO EXCEED .75) HEIGHT & AREA - ACTUAL: BUILDING HEIGHT HEIGHT IN FEET HEIGHT IN STORIES ft BUILDING AREA SUMMARY FIRST BUILDING AREA sf SECOND LOWER LEVEL TOTAL (NOT INCLUDING BASEMENT) sf sf sf (Chapter 5) ELM STREET APARTMENTS 15225.00 ESR 6/25/2019 APARTMENTS VB X X X X X X X X X X 21 21 65 1 200' 20' 75' 1 63' N/A 63' R-2 7,000 60 3 23 R-2 X X X X S13R S13RS13R R-2 0" 7,000 X X X R-2 (4,465)N/A 4 60 34 X 3 35'3 4,465 4,150 12,765 4,150 These documents and all the ideas, arrangements,designs and plans indicated thereon or presentedthereby are owned by and remain the property ofSWBR Architecture, Engineering & LandscapeArchitecture, D.P.C. and no part thereof shall beutilized by any person, firm, or corporation for anypurpose whatsoever except with the specific writtenpermission of SWBR Architecture, Engineering &Landscape Architecture, D.P.C. All rights reserved. ©387 East Main Street Rochester NY 14604585 232 8300 | rochester@swbr.comFILE PATH:SWBR Project NumberChecked By:Project Manager:Drawn By:RevisionsHCR SHARS NO.:12/5/2018 10:05:42 AMC:\1-Local Revit Models 2018\15225_Elm Street Apartments_Central_erikr.rvt 15225.00AJSAJSTRTIthaca Neighborhood HousingServicesCayuga Flats209 Elm Street, Ithaca NY115 West Clinton StreetIthaca NY, 148509/13/2019Construction SetEXISTINGCONDITIONSPLANC-101 ···These documents and all the ideas, arrangements,designs and plans indicated thereon or presentedthereby are owned by and remain the property ofSWBR Architecture, Engineering & LandscapeArchitecture, D.P.C. and no part thereof shall beutilized by any person, firm, or corporation for anypurpose whatsoever except with the specific writtenpermission of SWBR Architecture, Engineering &Landscape Architecture, D.P.C. All rights reserved. ©387 East Main Street Rochester NY 14604585 232 8300 | rochester@swbr.comFILE PATH:SWBR Project NumberChecked By:Project Manager:Drawn By:RevisionsHCR SHARS NO.:12/5/2018 10:05:42 AMC:\1-Local Revit Models 2018\15225_Elm Street Apartments_Central_erikr.rvt 15225.00AJSAJSTRTIthaca Neighborhood HousingServicesCayuga Flats209 Elm Street, Ithaca NY115 West Clinton StreetIthaca NY, 148509/13/2019Construction SetDEMOLITION, EROSIONAND SEDIMENTCONTROL PLANC-102 These documents and all the ideas, arrangements,designs and plans indicated thereon or presentedthereby are owned by and remain the property ofSWBR Architecture, Engineering & LandscapeArchitecture, D.P.C. and no part thereof shall beutilized by any person, firm, or corporation for anypurpose whatsoever except with the specific writtenpermission of SWBR Architecture, Engineering &Landscape Architecture, D.P.C. All rights reserved. ©387 East Main Street Rochester NY 14604585 232 8300 | rochester@swbr.comFILE PATH:SWBR Project NumberChecked By:Project Manager:Drawn By:RevisionsHCR SHARS NO.:12/5/2018 10:05:42 AMC:\1-Local Revit Models 2018\15225_Elm Street Apartments_Central_erikr.rvt 15225.00AJSAJSTRTIthaca Neighborhood HousingServicesCayuga Flats209 Elm Street, Ithaca NY115 West Clinton StreetIthaca NY, 148509/13/2019Construction SetLAYOUTPLANC-103 201202203204205301302104102101303304103GAS METERS (STACKED)These documents and all the ideas, arrangements,designs and plans indicated thereon or presentedthereby are owned by and remain the property ofSWBR Architecture, Engineering & LandscapeArchitecture, D.P.C. and no part thereof shall beutilized by any person, firm, or corporation for anypurpose whatsoever except with the specific writtenpermission of SWBR Architecture, Engineering &Landscape Architecture, D.P.C. All rights reserved. ©387 East Main Street Rochester NY 14604585 232 8300 | rochester@swbr.comFILE PATH:SWBR Project NumberChecked By:Project Manager:Drawn By:RevisionsHCR SHARS NO.:12/5/2018 10:05:42 AMC:\1-Local Revit Models 2018\15225_Elm Street Apartments_Central_erikr.rvt 15225.00AJSAJSTRTIthaca Neighborhood HousingServicesCayuga Flats209 Elm Street, Ithaca NY115 West Clinton StreetIthaca NY, 148509/13/2019Construction SetGRADING ANDUTILITY PLANC-104 203204205301302303304GAS METERS (STACKED)203204205301302303304GAS METERS (STACKED)201202203204205301302104102101303304103GAS METERS (STACKED)201202203204205301302104102101303304103GAS METERS (STACKED)These documents and all the ideas, arrangements,designs and plans indicated thereon or presentedthereby are owned by and remain the property ofSWBR Architecture, Engineering & LandscapeArchitecture, D.P.C. and no part thereof shall beutilized by any person, firm, or corporation for anypurpose whatsoever except with the specific writtenpermission of SWBR Architecture, Engineering &Landscape Architecture, D.P.C. All rights reserved. ©387 East Main Street Rochester NY 14604585 232 8300 | rochester@swbr.comFILE PATH:SWBR Project NumberChecked By:Project Manager:Drawn By:RevisionsHCR SHARS NO.:12/5/2018 10:05:42 AMC:\1-Local Revit Models 2018\15225_Elm Street Apartments_Central_erikr.rvt 15225.00AJSAJSTRTIthaca Neighborhood HousingServicesCayuga Flats209 Elm Street, Ithaca NY115 West Clinton StreetIthaca NY, 148509/13/2019Construction SetWORK ZONE TRAFFICCONTROL PLANC-105 RESERVEDVANACCESSIBLE PARKINGINACCESSRESERVEDPARKINGAISLEThese documents and all the ideas, arrangements,designs and plans indicated thereon or presentedthereby are owned by and remain the property ofSWBR Architecture, Engineering & LandscapeArchitecture, D.P.C. and no part thereof shall beutilized by any person, firm, or corporation for anypurpose whatsoever except with the specific writtenpermission of SWBR Architecture, Engineering &Landscape Architecture, D.P.C. All rights reserved. ©387 East Main Street Rochester NY 14604585 232 8300 | rochester@swbr.comFILE PATH:SWBR Project NumberChecked By:Project Manager:Drawn By:RevisionsHCR SHARS NO.:12/5/2018 10:05:42 AMC:\1-Local Revit Models 2018\15225_Elm Street Apartments_Central_erikr.rvt 15225.00AJSAJSTRTIthaca Neighborhood HousingServicesCayuga Flats209 Elm Street, Ithaca NY115 West Clinton StreetIthaca NY, 148509/13/2019Construction SetDETAILSC-201 These documents and all the ideas, arrangements,designs and plans indicated thereon or presentedthereby are owned by and remain the property ofSWBR Architecture, Engineering & LandscapeArchitecture, D.P.C. and no part thereof shall beutilized by any person, firm, or corporation for anypurpose whatsoever except with the specific writtenpermission of SWBR Architecture, Engineering &Landscape Architecture, D.P.C. All rights reserved. ©387 East Main Street Rochester NY 14604585 232 8300 | rochester@swbr.comFILE PATH:SWBR Project NumberChecked By:Project Manager:Drawn By:RevisionsHCR SHARS NO.:12/5/2018 10:05:42 AMC:\1-Local Revit Models 2018\15225_Elm Street Apartments_Central_erikr.rvt 15225.00AJSAJSTRTIthaca Neighborhood HousingServicesCayuga Flats209 Elm Street, Ithaca NY115 West Clinton StreetIthaca NY, 148509/13/2019Construction SetDETAILSC-202 TTTTTTTT12 MS 3 HA 3 HA 6 AC 6 AC 17 AC 6 HA 1 AR 25 LS 6 AW 2 RK 11 IG 14 AW 5 RK 6 AW 2 RK 8 QR CONDENSING UNIT, TYP. 5 PQ 10 PQ 52 AW 52 AC ELM STREET LAWN LAWN LAWN LAWN LAWN LAWN EDGE OF MULCHED PLANTING BED, METAL BED EDGE, TYP. CONCRETE RETAINING WALL WITH RAILING, REFER TO C-SERIES SEGMENTAL CONCRETE RETAINING WALL WITH RAILING, REFER TO C- SERIES SEGMENTAL CONCRETE RETAINING WALL, REFER TO C-SERIES 3 AW GRAVEL, REFER TO C-SERIES 6 TN 8 TN 13 TN 8 TN 6 TN EDGE OF MULCHED PLANTING BED, METAL BED EDGE, TYP. APPROXIMATE LIMITS OF TOPSOIL & SEEDING 4 RK 6 MS SPADED EDGE BORDER @ VINE PLANTINGS, TYP. SEE DETAIL 4/L-102 7 L-102 9 L-102 COORDINATE PLANTINGS WITH UNDERGROUND UTILITIES. TYPICAL PROPOSED TREE / PLANT PLANT MATERIAL KEY (TOP) QUANTITY (BOTTOM) LAWN (TOPSOIL & SEED) (STANDARD SEED MIX) XX ? LAWN (TOPSOIL & SEED) (SHADE SEED MIX) These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 2:01:25 PMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_erikr.rvt15225.00 DPN Landscape Plan EJG MMF L-101 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 1" = 10'-0"1 OVERALL LANDSCAPE PLAN PLANT SCHEDULE KEY QTY BOTANICAL NAME COMMON NAME ROOT SIZE REMARKS AC 81 Astilbe chinensis 'Visions in Red' Red Astilbe #1 Cont. AR 1 Acer rubrum 'Red Sunset' Red Sunset Red Maple B&B 3" CAL AW 81 Astilbe chinensis 'Visions in White' White Astilbe #1 Cont. HA 12 Hydrangea arborescens 'Annabelle' Annabelle Hydrangea #5 Cont. 24-30" sp IG 11 Ilex glabra 'Shamrock' Inkberry #5 Cont. 18-24" sp LS 25 Liriope spicata Lily Turf #1 Cont. MS 18 Matteuccia struthiopteris Ostrich Fern #1 Cont. 12-15" sp PQ 15 Parthenocissus quinquefolia Virginia Creeper #1 Cont. Climbing Stake QR 8 Quercus robur x bicolor 'Long' Regal Prince English Oak B&B 3" CAL RK 13 Rhododendron 'Karens' Rhododendron #3 Cont. 15-18" sp TN 39 Tiarella cordifolia Foam Flower #1 Cont. LANDSCAPE LEGENDLANDSCAPE NOTES: 1. ALL TOPSOIL SHALL BE SCREENED LOAM SURFACE SOIL, FREE OF STONES AND SHALL HAVE THE FOLLOWING MINIMUM REQUIREMENTS: A. AN ORGANIC CONTENT OF 5% MIN. B. SOIL ACIDITY RANGE OF pH 6.5 TO pH 7.2 C. SOLUBLE SALTS OF 1000 PPM OR LESS D. MAXIMUM CLAY CONTENT OF 15-20% 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING, AT THEIR EXPENSE, A CERTIFIED SOIL TEST ANALYSIS OF ON SITE AND / OR IMPORTED TOPSOIL. TOPSOIL ANALYSIS TO INCLUDE THE FOLLOWING DATA: A. pH FACTOR. B. MECHANICAL ANALYSIS, INCLUDING SIEVE ANALYSIS PROVIDING SEPARATE SAND, SILT AND CLAY PERCENTAGES C. PERCENTAGE OF ORGANIC CONTENT BY WEIGHT D. NUTRIENT LEVELS INCLUDING NITROGEN, PHOSPHOROUS AND POTASSIUM 3. SHOULD TESTS AND ANALYSIS INDICATE THAT SOIL PROPOSED FOR USE IS DEFICIENT IN ANY OF THE ABOVE REQUIREMENTS; A SYSTEM OF AMELIORATING MAY BE PROPOSED FOR APPROVAL. ANY SYSTEM PROPOSED SHALL PROVIDE FOR AN ACIDITY RANGE OF pH 6.5 TO 7.2 INCLUSIVE. 4. COMPOST SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. ORGANIC CONTENT OF 35-60% (DRY WEIGHT BASIS) B. LOOSE AND FRIABLE WITH MOISTURE CONTENT OF 35-55% (WET WEIGHT BASIS) C. PARTICLE SIZE SHALL BE <1/2 INCH (100% PASSING) D. SOLUBLE SALTS CONCENTRATION SHALL BE <4.0 (DS/M), MAXIMUM E. pH RANGE OF 6.0-8.0 5. PLANTING BED AREAS SHALL BE PROVIDED WITH AN 18" DEPTH OF APPROVED PLANTING MIX SOIL. 6. PLANTING MIX FOR PLANT PITS SHALL BE COMPOSED OF 4 PARTS IMPORTED OR ON-SITE SCREENED TOPSOIL AND 1 PART COMPOST. THE RATIO OF TOPSOIL TO COMPOST IS SUBJECT TO CHANGE BASED ON THE TESTING RESULTS FOR TOPSOIL. 7. ALL AREAS DESIGNATED AS LAWN ON THESE PLANS INCLUDING LAWN AREAS DISTURBED BY UTILITY INSTALLATION AND SITE GRADING ACTIVITY SHALL RECEIVE APPROVED TOPSOIL (AND SPREAD TO A COMPACTED DEPTH OF SIX (6) INCHES (MIN.), UNLESS OTHERWISE SPECIFIED), BE FINE GRADED, SEEDED, MULCHED AND WATERED UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. (OBTAIN OWNER'S REPRESENTATIVE APPROVAL PRIOR TO SEEDING). 8. SEE SHEET L-102 FOR LANDSCAPE DETAILS. 9. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL PLANT MATERIAL PER DETAILS. ANY DEVIATIONS FROM THE DETAIL MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 10. NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL OF LANDSCAPE ARCHITECT. 11. ANY DISCREPANCY WITH QUANTITIES, LOCATIONS AND / OR FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 12. ALL PLANTS MUST BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1 (LATEST EDITION), REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL . 13. MULCH ALL PLANT BEDS, AND INDIVIDUAL TREES IN LAWN AREAS WITH SHREDDED HARDWOOD MULCH TO A MINIMUM DEPTH OF THREE (3) INCHES UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. MULCH SAMPLE TO BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR FINAL APPROVAL. 14. ANY PLANT WHICH TURNS BROWN, DEFOLIATES OR DIES PRIOR TO FINAL ACCEPTANCE BY THE OWNER, OR LANDSCAPE ARCHITECT, SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH THE SAME PLANT (SPECIES, VARIETY AND SIZE) AS SPECIFIED ON THE PLANT SCHEDULE. (THIS SHEET). 15. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANT MATERIALS (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, AND FERTILIZING, AS WELL AS RAISING PLANTS THAT HAVE SETTLED TOO DEEP OR REQUIRE STRAIGHTENING) AND LAWN AREAS UNTIL FINAL ACCEPTANCE BY THE OWNER. 16. THE CONTRACTOR SHALL GUARANTEE ALL PLANTS, DELIVERY AND LABOR FOR A PERIOD OF ONE (1) YEAR, BEGINNING ON THE DATE OF FINAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE THE END OF THE GUARANTEE PERIOD. 17. ALL PLANTING BEDS ADJACENT TO LAWN AREAS SHALL HAVE A METAL EDGE BORDER, UNLESS SPADED EDGE, CONCRETE, OR OTHER BORDER IS SPECIFIED. STANDARD SEED MIX: 100% TALL FESCUE 'REBOUNDER' MIX BY PREFERRED SEED APPLICATION RATE: 8-10 LBS/1,000 SF SHADE SEED MIX: 'SHADY SUPREME MIXTURE' BY PREFERRED SEED APPLICATION RATE: 6 LBS/1,000 SF SEED SCHEDULE: NOTES: 1.MAINTAIN A 3" MINIMUM RADIUS CLEAR OF MULCH AROUND THE TRUNK. 2.THE DISTANCE BETWEEN THE BOTTOM OF THE TRUNK FLARE AND THE FINISHED GRADE SHALL BE AS FOLLOWS: FOR SANDY OR LOAMY SOILS: 1" FOR CLAY OR POORLY DRAINED SOILS: 3" THE CONTRACTOR SHALL REVIEW THE APPROPRIATE PLANTING DEPTH WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 3.WHEN TAGGING TREES AT THE NURSERY, MARK THE NORTH SIDE OF THE TREE IN THE FIELD AND WHEN INSTALLING, ROTATE TREE TO FACE NORTH WHENEVER POSSIBLE18" MINIMUM3 X ROOTBALL DIAMETER 5' (TYP.)SEE NOTE 23" 3" SAUCER RIM (SEE PLANTING BED EDGE DETAIL) FINISHED GRADE BACKFILL WITH APPROVED PLANTING MIXTURE, SEE SPECIFICATIONS OR LANDSCAPE NOTES SCARIFY BOTTOM OF PIT UNDISTURBED SUBSOIL BOTTOM OF TRUNK FLARE SHALL BE SET ABOVE FINISHED GRADE, SEE NOTE 2 BELOW FOR DETAILS (3) 2" DIA. x 8' LONG SHARPENED CEDARPOSTS TO BE INSTALLED TO A MINIMUM OF 2' INTO THE EXISTING SUBSOIL ARBOR TIE GUYING MATERIAL TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS AGRIFORM 20-10-5 TABLET - REFER TO MANUFACTURER'S APPLICATION RATE FOR NUMBER OF TABLETS MYCOR TREE SAVER - REFER TO MANUFACTURER'S SPECIFICATIONS FOR APPLICATION RATE-MIXED INTO BACKFILL TO 8" DEPTH SET TREE PLUMB PRIOR TO STAKING 8"YELLOW MARKING RIBBON PRUNE ONLY DAMAGED AND CONFLICTING BRANCHES TO MAINTAIN NORMAL TREE SHAPE. NEVER CUT CENTRAL TRUNK OR LEADER. REMOVE BURLAP, ROPE, OR WIRE BASKET FROM TOP 1/3 OF BALL. CUT REMAINING PORTIONS OF ROPE OR WIRE BASKET AS MUCH AS POSSIBLE. COMPLETELY REMOVE ALL SYNTHETIC MATERIAL FROM ROOTBALL. 3" MULCH (5' DIA.) AS PER DRAWING /SPECIFICATIONS LIMITS OF PLANT PIT LIMITS OF SOIL SAUCER PLAN NORTH 12"SEE PLAN FOR SPACING , TYP. 60° D D D 3" DEEP MULCH RING FINISHED GRADE PLANTING SOIL MIXTURE REMOVE GROWING CONTAINER COMPACTED SUBGRADE NOTE: REMOVE ALL POTS, PLASTIC, TAGS OR SYNTHETIC MATERIAL FROM PLANTS PRIOR TO PLANTING PLANT CENTER, TYP. D = TYPICAL ON CENTER (O.C.) SPACING AS INDICATED IN THE PLANT LIST. PLAN SECTION SHRUB SHALL HAVE SAME RELATION TO FINISHED GRADE AS EXISTED AT NURSERY PRUNE ONLY DAMAGED AND CONFLICTING BRANCHES ANDRETAIN LEADERS AND NATURAL FORM OF SHRUB 3" SHREDDED HARDWOOD BARK MULCH PLANTING SOIL MIXTURE UNDISTURBED EARTH NOTE: SPRAY ALL PLANTS WITH ANTI-DESSICANTPERA.N.L.A.STAND.ROOT BALL 6" 6" PER A.N.L.A. STAND.6" 3" SHREDDED HARDWOOD BARK MULCH, KEEP CLEAR OF STEMS PLANTING BED SOIL MIX EXISTING SOIL NOTES: 1. ARRANGE VINES 4"-6" AWAY FROM FENCE / SHELTER COLUMNS. 2. LOOSEN CIRCLING ROOTS, FIRM PLANTING BED SOIL MIX BELOW ROOT MASS, AND PLANT SO THAT THE TOP OF THE ROOT MASS IS 1"-2" ABOVE THE SURROUNDING SOIL. 3. SET PLANT INTO THE HOLE, MAKING SURE TO TIP THEM BACK TOWARD THE FENCE / COLUMN. 4. LEAN THE NURSERY STAKE AGAINST THE FENCE / SHELTER COLUMN. STAKE TO BE REMOVED AT THE END OF THE MAINTENANCE (WARRANTY) PERIOD AFTER THE VINE HAS ESTABLISHED. CAREFULLY POSITION LOOSE VINE TENDRILS AROUND THE FENCE / SHELTER COLUMN TO ENCOURAGE VERTICAL GROWTH. 5. AS THE VINE MATURES, GENTLY CONTINUE TO POSITION THE VINE TENDRILS AROUND THE FENCE / SHELTER COLUMN. THIS DETAIL REFERS TO PLANTING AND ESTABLISHING 'Parthenocissus quinquefolia' (VIRGINIA CREEPER) VINE. FACE OF FENCING / SHELTER COLUMN PARTHENOCISSUS QUINQUEFOLIA (TRUMPET CREEPER) VINE, SEE LOCATIONS ON L- 101 LEAN NURSERY STAKE AGAINST THE RETAINING WALL. STAKE TO BE REMOVED AT END OF THE MAINTENANCE (WARRANTY) PERIOD AFTER THE VINE HAS ESTABLISHED. LAWN AREA LAWN OR GROUND COVER STEEL LANDSCAPE EDGING 1/8" X 4" 15" STEEL STAKE (SPACING PER MANUFACTURER'S INSTRUCTIONS) SHRUB/PERENNIAL PLANTING BED 3" DEEP MULCH PLANTING SOIL FINISHED GRADE EXISTING LAWN SPADE CUT EDGE OF PLANT BED T. STAIRS 456.25' B. STAIRS 443.00'MIN4' - 0"3' - 4"1' - 6"2' - 8"2' - 4"11" 1' - 0" 1x6 PPT CAP RAIL 2X4 PPT TOP RAIL 2X4 PPT BOTTOM RAIL 4X4 PPT BALUSTERS 1X1 PPT PICKETS (TYP NOT SHOWN FOR CLARITY) GRAVITY RETAINING WALL SIDEWALK. OVERPOUR 12" FOR LEDGER ATTACHMENT (4) 2x12 PPT STRINGERS EQUALLY SPACED ALONG WIDTH OF STAIR (2) 2X12 PPT HEADER 4X4 PPT POST 12" DIA CONC SONOTUBE PIER, TYP GRADE 4'-0" MIN4'-0" MIN(NOMINAL)12" MIN, TYPLEVELING PAD DRAIN DRAINSTONE (AASHTO NO. 57 OR EQUIVALENT) TO EXTEND AT LEAST 12" (305 MM) BEHIND BLOCKS NON-WOVEN GEOTEXTILE FABRIC (IF SPECIFIED BY ENGINEER BASED ON SITE SOIL CONDITIONS) FILL WEDGE BETWEEN ADJACENT BLOCKS WITH DRAINSTONE (ALL BLOCKS) FILL VERTICAL CORE SLOT WITH DRAINSTONE (PC BLOCKS) SOLID BOTTOM BLOCK. BLOCK WIDTHS VARY WITH DESIGN MIDDLE BLOCK. BLOCK WIDTHS VARY WITH DESIGN TOP BLOCK FINISHED GRADE RETAINED SOIL FLANGE BASE PLATE ATTACHED TO TOP BLOCK WITH ADHESIVE SET ANCHOR BOLTS BLACK ALUM FENCING. WHERE INDICATED ON CIVIL PLANS VARIES. SEE CIVIL PLANS4' - 0"SIDEWALK SIDEWALK RAMP DOOR PAD CONC SIDEWALK ON STONE INSTALL RAILING ON BOTH SIDES OF RAMP 1 1/4" ALUMINUM PIPE RAILING. PAINT PRIMER AND TWO FINISH COATSMIN 1' - 0" MIN 1' - 0"2' - 10"These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 1:58:22 PMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_erikr.rvt15225.00 MMF Details EJG MMF L-102 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY Not To Scale1DECIDUOUS TREE PLANTING Not To Scale2PERENNIAL & ORNAMENTAL GRASS PLANTING DETAIL Not To Scale3SHRUB PLANTING DETAIL Not To Scale4VINE PLANTING SECTION 1" = 1'-0"5 METAL BED EDGE 1" = 1'-0"6 SPADE CUT BED EDGE 1/4" = 1'-0"7 EXTERIOR STAIR SECTION 1/2" = 1'-0"8 RETANING WALL SECTION 1/4" = 1'-0"9 RAMP SECTION GENERAL STRUCTURAL NOTES: 1. EXISTING FILL UNDER THE BUILDING FOOTPRINT SHOULD BE OVER EXCAVATED TO UNDISTURBED SOIL AND REPLACED WITH STRUCTURAL FILL. SEE THE SPECIFICATIONS FOR THE GEOTECHNICAL REPORT. 2. ALL FOOTINGS ARE TO BE PLACED ON STRUCTURAL FILL OR ON UNDISTURBED NATURAL SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE PROJECT GEOTECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE AS SPECIFIED AND APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER. SEE THE GEOTECHNICAL REPORT PREPARED BY ELWYN & PALMER CONSULTING ENGINEERS, PLLC DATED MAY 2018. 3. FOUNDATIONS HAVE BEEN DESIGNED WITH AN ALLOWABLE SOIL BEARING PRESSURE OF 3,000 PSF. THE CONTRACTOR SHALL ALLOW THE PROJECT GEOTECHNICAL ENGINEER TO VERIFY SOIL CONDITIONS PRIOR TO PLACING FOUNDATIONS. 4. THE SUPPLIERS OF GLASS AND OTHER ARCHITECTURAL ITEMS ARE RESPONSIBLE FOR THE CONNECTIONS OF SAME TO THE STRUCTURAL FRAMING SYSTEM. 5. CONTRACTOR IS RESPONSIBLE TO COORDINATE REQUIRED SPECIAL INSPECTIONS WITH THE PROJECT SPECIAL INSPECTOR.THE PROJECT STATEMENT OF SPECIAL INSPECTIONS IS LOCATED AS AN ATTACHMENT TO SECTION 014000 OF THE PROJECT MANUAL. 6. BUILDING IS DESIGNED TO MEET THE REQUIREMENTS OF THE 2015 INTERNATIONAL BUILDING CODE WITH 2017 NEW YORK STATE SUPPLEMENT. DESIGN LOADS FOR THIS STRUCTURE ARE AS FOLLOWS: DESIGN CRITERIA: ROOF LOAD: FRAMING.......................................................................................5 PSF TOP CHORD ASPHALT SHINGLES.............................................................4 PSF PLYWOOD SHEATHING........................................................2 PSF SPRINKLERS*........................................................................2 PSF MISC.......................................................................................2 PSF BOTTOM CHORD INSULATION...........................................................................7 PSF RESILIENT CHANNEL...........................................................1 PSF GYPSUM BOARD...................................................................3 PSF SPRINKLERS*........................................................................2 PSF M & E.......................................................................................5 PSF MISC.......................................................................................2 PSF *COORDINATE PLACEMENT OF SPRINKLER LOAD TO TOP/BOTTOM CHORD WITH FIRE PROTECTION DRAWINGS* SNOW LOAD DESIGN DATA: GROUND SNOW LOAD, Pg..........................................................40 PSF FLAT ROOF SNOW LOAD,Ps....................................................28 PSF SNOW EXPOSURE FACTOR, Ce.................................................0.9 SNOW LOAD IMPORTANCE FACTOR, I.....................................1.0 SNOW THERMAL FACTOR, Ct....................................................1.1 SNOW DRIFT PER ASCE 7-10 METHOD WIND LOAD DESIGN DATA: ULTIMATE DESIGN WIND SPEED, VULT.....................................120 MPH NOMINAL DESIGN WIND SPEED, VASD......................................93 MPH WIND EXPOSURE........................................................................B INTERNAL PRESSURE COEFFICIENT.......................................+/-0.18 EARTHQUAKE DESIGN DATA: SEISMIC IMPORTANCE FACTOR...............................................1.0 MAPPED SPECTRAL RESPONSE ACCELERATIONS, SS...0.126 S1....0.056 SOIL SITE CLASS ........................................................................D SPECTRAL RESPONSE COEFFICIENT, SDS..............................0.134 SPECTRAL RESPONSE COEFFICIENT, SD1..............................0.009 SEISMIC DESIGN CATEGORY....................................................B BASIC SEISMIC FORCE RESISTING SYSTEM..........................BRACED WALL PANELS PER NYSBC 2308 DESIGN BASE SHEAR.................................................................N/A -PER NYSBC 2308 SEISMIC RESPONSE COEFFICIENT, CS....................................N/A -PER NYSBC 2308 RESPONSE MODIFICATION FACTOR........................................N/A -PER NYSBC 2308 ANALYSIS PROCEDURE.............................................................NONE FLOOR LOAD: FRAMING.......................................................................................5 PSF TOP CHORD FLOORING.............................................................................2 PSF 3/4" GYP CONCRETE TOPPING...........................................5 PSF 3/4" PLYWOOD SHEATHING................................................3 PSF SPRINKLERS*........................................................................2 PSF M & E.......................................................................................2 PSF MISC.......................................................................................2 PSF BOTTOM CHORD 3 1/2" BATT FG INSULATION................................................3 PSF RESILIENT CHANNEL...........................................................1 PSF CEILING..................................................................................3 PSF SPRINKLERS*........................................................................2 PSF M & E.......................................................................................2 PSF MISC.......................................................................................2 PSF *COORDINATE PLACEMENT OF SPRINKLER LOAD TO TOP/BOTTOM CHORD WITH FIRE PROTECTION DRAWINGS* LIVE LOAD (DWELLING UNITS)..................................................40 PSF LIVE LOAD (MAINTENANCE & STORAGE)................................100 PSF LIVE LOAD (CORRIDORS, STAIRS & COMMON SPACES)......100 PSF ADDITIONAL LIVE LOAD (PARTITION).......................................15 PSF 16 PSF 13 PSF 10 PSF 20 PSF REINFORCED CONCRETE NOTES: 1. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. 2. REINFORCING BARS TO BE WELDED TO STRUCTURAL STEEL SHALL CONFORM TO ASTM A706/A706M. 3. ALL WELDED WIRE REINFORCEMENT (WWR) SHALL CONFORM TO ASTM A1064, WITH AN ULTIMATE TENSILE STRENGTH OF 70,000 PSI. FLAT SHEET STOCK ONLY. 4. PROVIDE CONCRETE COVER OVER REINFORCING IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318. 5. ALL REINFORCING SHALL BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 315. 6. SUBMIT REINFORCING BAR SHOP DRAWINGS FOR REVIEW. ALLOW SUFFICIENT TIME FOR REVIEW AND APPROVAL BY THE ARCHITECT TO BE COMPLETED PRIOR TO BEGINNING FABRICATION. 7. ALL EXTERIOR VERTICAL EXPOSED CONCRETE SURFACES SHALL HAVE A RUBBED FINISH. ALL EXTERIOR HORIZONTAL EXPOSED CONCRETE SURFACES SHALL HAVE A BROOM FINISH. STRUCTURAL POST-INSTALLED ANCHOR NOTES: 1. EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS SHALL CONSIST OF THE FOLLOWING ANCHOR TYPES OR APPROVED EQUIVALENT AND INSTALLED IN ACCORDANCE WITH THEIR RESPECTIVE ICC-ES REPORT AND MANUFACTURER’S PUBLISHED INSTALLATION INSTRUCTIONS: APPLICATION ANCHORING SYSTEM ICC-ES REPORT ANCHORAGE TO CONCRETE HILTI HY 200 ADHESIVE ESR-3187 HILTI RE 500 V3 ADHESIVE ESR-3814 HILTI KWIK BOLT TZ ESR-1917 HILTI KWIK HUS EZ ESR-3027 HILTI HSL-3 ESR-1545 HILTI HDA ESR-1546 HILTI RD 500 V3 ESR-3814REBAR DOWELING HILTI HY 200 ESR-3187 HILTI HY 270 ADHESIVE ESR-4143ANCHORAGE TO SOLID GROUTED MASONRY HILTI KWIK BOLT 3 ESR-1385 HILTI HY 270 ADHESIVE W/ SCREEN TUBE ESR-4144, ESR-4143 ANCHORAGE TO HOLLOW / MULTI-WYTHE MASONRY WOOD FRAMING NOTES: 1. CONTINUE ALL POSTS AND JACK STUDS INDICATED ON ROOF FRAMING PLAN TO FLOOR UNLESS OTHERWISE NOTED. 2. ALL EXTERIOR CANOPY FRAMING SHALL BE DESIGNED TO BE USED AT A MOISTURE CONDITION EXCEEDING 19%. 3. ALL POSTS SHALL BE BRACED AT THE FLOOR FRAMING WITH SOLID BLOCKING AND SPLICES ONLY AT THOSE LOCATIONS. 4. EXTERIOR WALL SHEATHING SHALL BE 1/2" APA RATED SHEATHING. 5. STUD WALL FRAMING SHALL BE AS FOLLOWS UNO ON PLANS: EXTERIOR BEARING WALLS (SHADED ON FRAMING PLANS) SHALL BE 2X6 AT 16" OC INTERIOR BEARING WALLS (SHADED ON FRAMING PLANS) SHALL BE 2X6 AT 16" OC INTERIOR NON-BEARING WALLS (UNSHADED) SHALL BE 2X4 AT 24" OC 6. STRUCTURAL DIMENSION LUMBER SHALL CONFORM TO THE MINIMUM DESIGN PROPERTIES FOR SPRUCE- PINE-FIR NO. 2: Fb (SINGLE USE)..........................................875 PSI Fb (REPETITIVE USE)..................................1,006 PSI Fc (PERP. TO GRAIN)..................................425 PSI Fv...................................................................135 PSI E.....................................................................1,400,000 PSI **ALL BEARING WALL PLATES (SILL AND TOP) TO HAVE A MINIMUM Fc(PERP. TO GRAIN) OF 565PSI (SOUTHERN PINE)** 7. SEE ARCHITECTURAL DRAWINGS FOR ROOF SLOPES, OVERHANGS, AND RAKE CONDITIONS. 8. DORMER ROOFS MAY BE CONSTRUCTED OF PREMANUFACTURED TRUSSES OR BE STICK FRAMED AT THE CONTRACTORS OPTION. ROOF SHEATHING UNDER OVERBUILD AREAS EXCEEDING 100 SF SHALL BE OMITED AND THE TOP CHORD OF ROOF TRUSSES BELOW ARE TO BE BRACED WITH 2x FRAMING IN LIEU OF SHEATHING. 9. THE ROOF SHEATHING FOR SLOPED ROOF AREAS SHALL BE 5/8" 24/16 APA RATED PLYWOOD SHEATHING, STRUCTURAL 1, EXPOSURE 1. THE ROOF SHEATHING FOR FLAT ROOF AREAS SHALL BE 3/4" TONGUE AND GROOVE, 48/24 APA RATED PLYWOOD SHEATHING, STRUCTURAL 1, EXPOSURE 1. 10. THE FLOOR SHEATHING SHALL BE 3/4" TONGUE AND GROOVE PLYWOOD, GLUED AND NAILED, WITH 3/4" GYPSUM FLOOR LEVELING COAT. 11. THE ROOF AND FLOOR LEVELS CORRESPOND TO UNBLOCKED DIAPHRAGMS AND SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: SHEATHING PANEL GRADE = AS NOTED IN SPECIFICATIONS NAILS = 10d COMMON (3" x 0.148" DIA) MINIMUM WIDTH OF MEMBERS AT ADJOINING PANELS = 2 INCHES NAIL SPACING AT BOUNDARIES AND SUPPORTED EDGES = 6" OC NAIL SPACING AT FIELD = 12" OC 12. EXTERIOR EAVES SHALL BE FIRESTOPPED AT THE ENDS OF FIRE WALLS AND AT INTERVALS OF NOT MORE THAN 20 FEET. 13. AT ALL NON-BEARING PARTITION WALLS (NOT SHADED ON FRAMING PLANS), OTHER THAN DEMISING WALLS HOLD TOP OF WALL DOWN 3/4" AND DETAIL TOP OF WALL/CEILING PER 1/S-504. 1. WHEN USING CONVENTIONAL SHEATHING BRACED WALL PANELS SHALL CONSIST OF THE FOLLOWING CONSTRUCTION: -48" MINIMUM PANEL LENGTH. -1/2" APA RATED SHEATHING. -FASTENING TO BE 8d COMMON NAILS @ 6"OC AT PANEL EDGES,12"OC @ INTERMEDIATE FRAMING MEMBERS. -1 3/8" MINIMUM FASTENER PENETRATION INTO STUD FRAMING OR BLOCKING. 2. WHEN USING ZIP-R SHEATHING BRACED WALL PANELS SHALL CONSIST OF THE FOLLOWING CONSTRUCTION: -48" MINIMUM PANEL LENGTH. -ZIP SYSTEM R SHEATHING PANELS. -FASTENING TO BE 8d COMMON NAILS @ 4"OC AT PANEL EDGES,12"OC @ INTERMEDIATE FRAMING MEMBERS. -1 1/2" MINIMUM FASTENER PENETRATION INTO STUD FRAMING OR BLOCKING. 3. WHEN USING CONVENTIONAL SHEATHING ALTERNATE BRACED WALL PANELS (ABW) SHALL CONSIST OF THE FOLLOWING CONSTRUCTION (SEE DETAIL 4/S-504): -32" MINIMUM PANEL LENGTH. -1/2" APA RATED SHEATHING. -FASTENING TO BE 8d COMMON NAILS @ 6"OC AT PANEL EDGES,12"OC @ INTERMEDIATE FRAMING MEMBERS. -1 3/8" MINIMUM FASTENER PENETRATION INTO STUD FRAMING OR BLOCKING. -SIMPSON HTT4 TENSION TIE AT FOUNDATION WITH 5/8" DIA ASTM F1554 GR. 36 HEAVY HEX HEAD CAST-IN ANCHOR BOLTS WITH 6" MIN EMBEDMENT -PROVIDE (2) 1/2" DIA STAINLESS STEEL HILTI KWIK BOLT TZ EXPANSION ANCHORS (OR EQUIV) EQUALLY SPACED WITHIN ABW PANEL LENGTH 4. WHEN USING ZIP-R SHEATHING ALTERNATE BRACED WALL PANELS (ABW) SHALL CONSIST OF THE FOLLOWING CONSTRUCTION (SEE DETAIL 4/S-504): -32" MINIMUM PANEL LENGTH. -ZIP SYSTEM R SHEATHING PANELS. -FASTENING TO BE 8d COMMON NAILS @ 4"OC AT PANEL EDGES,12"OC @ INTERMEDIATE FRAMING MEMBERS. -1 1/2" MINIMUM FASTENER PENETRATION INTO STUD FRAMING OR BLOCKING. -SIMPSON HTT4 TENSION TIE AT FOUNDATION WITH 5/8" DIA ASTM F1554 GR. 36 HEAVY HEX HEAD CAST-IN ANCHOR BOLTS WITH 6" MIN EMBEDMENT -PROVIDE (2) 1/2" DIA STAINLESS STEEL HILTI KWIK BOLT TZ EXPANSION ANCHORS (OR EQUIV) EQUALLY SPACED WITHIN ABW PANEL LENGTH 5. ALL PANEL SHEATHING EDGES AND OPENINGS THRU BRACED WALL PANELS (6" SQUARE MAXIMUM) SHALL BE FASTENED TO 2x STUD FRAMING OR 2x SOLID BLOCKING (TYPICAL VERTICAL & HORIZONTAL EDGES OF SHEATHING) PER DETAIL 3/S-503. 6. BRACED WALL SHEATHING JOINTS TO BE FASTENED WITH EDGE NAILING ON BOTH EDGES TO THE SAME 2x BLOCKING OR STUD CONTINUOUS ACROSS ENTIRE JOINT. 7. DIMENSION LUMBER SHALL CONFORM TO APA NATIONAL DESIGN SPECIFICATION REQUIREMENTS FOR SPRUCE-PINE-FIR #2. 8. BRACED WALL PANELS PARALLEL TO ROOF TRUSSES TO ALIGN WITH ONE SIDE OF BRACE WALL PANEL AND INSTALL SIMPSON HGA10 CONNECTORS. SEE DETAIL 2/S-503. 9. BRACED WALL PANELS PERPENDICULAR TO ROOF TRUSSES SHALL CONTINUE TO UNDERSIDE OF ROOF TRUSS. PROVIDE BLOCKING BETWEEN TRUSSES PER DETAIL 7/S-503. 10. SEE DETAILS 2/S-503 FOR FASTENING OF BRACED WALL PANEL TO TOP AND BOTTOM PLATES BETWEEN FLOORS. 11. PROVIDE HAUNCHED SLAB BELOW BEARING WALL OR INTERIOR BRACED WALL PANEL LINES PER DETAIL 15/S-501. 12. FOUNDATION SILL PLATES FOR BEARING WALL OR INTERIOR BRACED WALL PANEL LINES TO BE CONNECTED TO INTERIOR SLAB HAUNCHES W/ 1/2" DIA STAINLESS STEEL HILTI KWIK BOLT III EXPANSION ANCHORS (OR EQUIVALENT) AT 48"OC AND 5" MIN FROM END OF SILL PLATES (PROVIDE 3 1/2" MINIMUM ANCHOR EMBEDMENT). BRACED WALL PANEL NOTES: WOOD FLOOR & ROOF TRUSS NOTES: 1. LOADING REQUIREMENTS FOR WOOD FLOOR AND ROOF TRUSSES: FLOOR LIVE LOAD AS INDICATED ON FLOOR FRAMING PLAN DRAWINGS. DESIGN ROOF TRUSSES FOR UNBALANCED SNOW LOAD PER ASCE 7 METHOD MAXIMUM ALLOWABLE DEFLECTION:1 / 240 OF SPAN UNDER TOTAL DESIGN LOADS; 1 / 360 OF SPAN UNDER LIVE DESIGN LOADS. 2. PROVIDE FOR ADDITIONAL LOADS DUE TO GABLE/VALLEY FRAMING, EXHAUST FANS, AND MECHANICAL EQUIPMENT LOADS. 3. TRUSSES SHALL BE BRACED DURING ERECTION IN ACCORDANCE WITH "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING, & BRACING METAL PLATE CONNECTED WOOD TRUSSES" PUBLISHED BY THE TRUSS PLATE INSTITUTE. 4. TEMPORARY TRUSS BRACING SHALL NOT BE REMOVED UNTIL PERMANENT LATERAL TRUSS BRACING IS INSTALLED AND ALL OTHER IMPROVEMENTS ARE COMPLETE. 5. PERMANENT TRUSS BRACING SHALL BE PROVIDED IN THE PLANE OF THE TRUSS TOP CHORD, BOTTOM CHORD AND WITHIN THE TRUSS WEBS. PERMANENT BRACING SHALL COMPLY WITH THE REQUIREMENTS OF THE TRUSS PLATE INSTITUTE. PERMANENT BRACING SHALL CONSIST OF BOTH HORIZONTAL AND DIAGONAL BRACING SPACED PER THE TPI RECOMMENDATIONS AND OF TRUSS WEB CROSS BRACING PROVIDED AT EACH BUILDING END AND INTERMEDIATE INTERVALS NO GREATER THAN 20 FEET ON CENTER. SEE TPI PUBLICATION FOR ADDITIONAL REQUIREMENTS. 6. PERMANENT TRUSS BRACING SHALL LAP AT LEAST TWO TRUSSES. PERMANENT TRUSS BRACING SHALL BE ANCHORED TO SOLID END WALLS. PERMANENT TRUSS BRACING SHALL BE AT LEAST NOMINAL 2 x 4. 7. NO SPLICES, CUTS, OR OTHER MODIFICATIONS SHALL BE MADE TO TRUSS MEMBERS UNLESS APPROVED BY THE ARCHITECT OR SHOWN ON THE SHOP DRAWINGS. 8. WEB CONFIGURATION TO BE AT THE OPTION OF THE TRUSS FABRICATOR AND AS APPROVED BY THE ARCHITECT UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. 9. COORDINATE THE LOCATION OF ALL HANGERS FOR SPRINKLER PIPING AT FLOOR AND ROOF TRUSSES. DESIGN FOR ACTUAL WEIGHT OF PIPING PLUS 250 LBS AT EACH HANGER. 10. PROVIDE SIMPSON H5, H2.5A OR HGA10KT HURRICANE TIES AT EACH ROOF TRUSS BEARING POINT. TIES TO BE SELECTED BASED UPON TRUSS UPLIFT VALUES PROVIDED BY TRUSS DESIGNER. 11. PROVIDE FLOOR TRUSSES BELOW ALL PARTITION WALLS RUNNING PARALLEL TO FLOOR FRAMING WHEN PARTITION WALL LENGTH EXCEEDS 1/2 THE FLOOR TRUSS SPAN. 12. THE TOP OF NON-LOAD BEARING PARTITION WALLS SHALL NOT BE FASTENED TO THE UNDERSIDE OF FLOOR OR ROOF TRUSSES.FOR WALLS THAT EXCEED 12 FEET IN LENGTH WITHOUT INTERSECTING WALLS, PROVIDE A SIMPSON DTC CLIP AT APPROXIMATE MIDPOINT OF THE WALL AND 8 FEET ON CENTER THEREOUT.CONTRACTOR IS RESPONSIBLE TO MAINTAIN WALL PLUMBNESS DURING CONSTRUCTION. 2. ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY HILTI OR SUCH OTHER METHOD AS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT INCLUDING AN ICC-ES REPORT SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE, SEISMIC USE, LOAD RESISTANCE, INSTALLATION CATEGORY, IN-SERVICE TEMPERATURE, INSTALLATION TEMPERATURE, ETC. 3. AS PER OSHA 29 CFR 1926.1153, DRILLED HOLES FOR POST INSTALLED ANCHORS SHALL BE INSTALLED USING HILTI SAFE SET INSTALLATION WHICH CONSISTS OF DRILLING WITH A CODE APPROVED HILTI HOLLOW DRILL BIT ATTACHED TO A HILTI VACUUM SO NO FURTHER HOLE CLEANING IS REQUIRED FOR THREADED RODS AND/OR REBAR. IF A HILTI HIT-Z ROD IS USED WITH HY 200 ADHESIVE, NO HOLE CLEANING IS REQUIRED FOR BASE MATERIAL TEMPERATURES ABOVE 41 F. ALTERNATE OPTION IS DRILLING HOLES WITH AN APPROVED DUSTLESS SYSTEM AND THEN CLEANING HOLES WITH WIRE BRUSH AND COMPRESSED AIR THROUGH APPROVED ADAPTER THAT CAPTURES ALL DUST INTO A HEPA FILTERED VACUUM. 4. ADHESIVE ANCHORS INSTALLED IN A HORIZONTALLY OR UPWARDLY INCLINED ORIENTATION INTO CONCRETE AND SUPPORTING A SUSTAINED TENSION LOAD SHALL BE INSTALLED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER. INSTALLER SHALL BE CERTIFIED THROUGH THE ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM OR APPROVED EQUAL. 5. CONTRACTOR SHALL ARRANGE FOR AN ANCHOR MANUFACTURER’S REPRESENTATIVE TO PROVIDE ON-SITE ANCHOR INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. CONTRACTOR SHALL SUBMIT DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR’S PERSONNEL INSTALLING ANCHORS HAVE RECEIVED THE REQUIRED TRAINING PRIOR TO THE COMMENCEMENT OF WORK. 6. ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS. 7. CONTINUOUS OR PERIODIC SPECIAL INSPECTION FOR POST INSTALLED ANCHORS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 4.3/4.4 OF THE ICC-ES REPORT FOR THE INDIVIDUAL ANCHOR. SPECIAL INSPECTOR SHALL BE NOTIFIED PRIOR TO COMMENCEMENT OF WORK TO COORDINATE INSPECTION EFFORTS. RISK CATEGORY................................................................................II ROOF ZONE LOCATION WIND AREA NET WIND DESIGN PRESSURE (PSF) WALL COMPONENTS AND CLADDING PER ASCE 7-10 (FLAT ROOF) INTERIOR 10 SF 16.00 -26.681 16.00 -44.81 16.00 -67.36 26.68 -28.94 26.68 -35.74 -45.11 -74.26 TYPE ROOF OH NOTE: WIND LOADS INDICATED IN THIS TABLE ARE ULTIMATE VALUES AND SHALL BE USED WITH CORRESPONDING LOAD FACTORS PER LOAD COMBINATIONS IN BCNYS SECTION 1605. 50 SF 16.00 -25.13 16.00 -33.68 16.00 -40.48 23.90 -26.16 23.90 -30.18 -45.11 -74.26 100 SF 16.00 -24.41 16.00 -28.94 16.00 -28.94 22.66 -26.93 22.66 -27.71 -45.11 -74.26 500 SF 16.00 -24.41 16.00 -28.94 16.00 -28.94 19.88 -22.15 19.88 -22.15 -45.11 -74.26 INTERIOR END CORNER INTERIOR END END CORNER 1 2 3 4 5 2 3 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 9:33:29 AMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_leeo.rvt15225.00 MEK General Notes EJG LDCO S-001 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 1 S-301 MIN 2' - 0" UNO 1'-0" TYP MIN 4' - 6" 2' - 0"5' - 3"6' - 6 1/2"3' - 6 1/2"11' - 4"3' - 6 1/2"5' - 11"5' - 10 1/2"2' - 0"17' - 0"7' - 10 1/2"3' - 11 1/2"5' - 6"5' - 8"5' - 8"7' - 9 3/4"3' - 6 1/4"6' - 0" 2 5 6 3 TYP 1 1 TYP 4 4 4 4ALL AROUND, TYP T/SLAB EL = (+)3'-4" ELF6.0 +3' - 0"6' - 8"BP1 HSS5X5X5/16BP1HSS5X5X5/16 BP1 HSS5X5X5/16 BP1 HSS5X5X5/16 3 S-301 T/SLAB EL = (+)0'-0" 2 S-301 FS FS 7 8 SEE CIVILS-201 1 S-2013 S-201 2 S-201 4 0'-8"FS-0'-8"-1'-10"-3'-10"FS-3'-10"-5'-10"FS-5'-10"-7'-10"FS-9'-10"FS-8'-2"-9'-10"FS-6'-2"FS-4'-8"FS-2'-8"FS-0'-8"FS-4'-8"-2'-8"-0'-8"9 6 ELF6.0 -1' - 0" ELF6.0 -1' - 0"ELF6.0 +3' - 0" 46' - 0"3' - 0"11' - 6 1/8"85' - 11 3/4"11' - 0 1/8" AF AF AFAF 1 S-301 1 S-3011 S-301 1 S-301 1 S-301 3 S-301 2 S-301 2 S-301 14 S-501 14 S-501 14 S-501 14 S-501 9 9 9 9 4 S-301 1' - 2"5 S-301 1' - 6" 6" STEM WALL (SHADED), TYP 6"11' - 0 1/8"22' - 10 1/4"8' - 1 1/2"10' - 0"18' - 0"10' - 0"6' - 0"4' - 0"7' - 0"4"18" DIA SONOTUBE FOUNDATIONS WITH (6)#6 VERTS EQUALLY SPACED WITH #3 TIES AT 12" OC, 4'-0" MIN DEPTH BELOW FINISHED GRADE, TYP OF (2) 46' - 0"41' - 4"2' - 6"3' - 0"10 10 (2)2x10@12" OC4 S-302 1 S-302 1 S-302 2 S-302 3 S-304 H310 1 11 S-302 8 FS-11'-10" FS-9'-10"-11'-10"8 8 1' - 0" 8 9 8 TYP ALL EXTERIOR WALLS 8 EXTERIOR SLAB ON GRADE EXTERIOR SLAB ON GRADE EXTERIOR SLAB ON GRADE PORCH FRAMING0'-8"FS0'-8"FS0'-8"-0'-8" -0'-8"-2'-8"-4'-8"-6'-2" 2x LOAD-BEARING WALL, SEE FRAMING PLANS, TYP MINIMUM THICKNESSSIZEFOOTING MARK COLUMN FOOTING SCHEDULE REINFORCING EACH WAY BOTTOM (UON) F6.0 6'-0" x 6'-0"1'-6"7 -#6 BARS TYPICAL FOUNDATION AND SLAB ON GRADE PLAN NOTES: 1. SEE DRAWING S-001 FOR GENERAL NOTES AND DESIGN CRITERIA. 2. DATUM ELEVATION = 449.09' (FINISHED BASEMENT FLOOR: LOWER LEVEL - EAST), UON. DATUM REFERENCE ELEVATION = (+)0'-0". 3. TOP OF CONCRETE FOUNDATION WALL, COLUMN FOOTING, CONCRETE PIER AND SLAB ON GRADE ELEVATIONS ARE NOTED FROM THE FINISHED FIRST FLOOR ELEVATION = (+)0'-0" UON. 4. SEE TYPICAL FOUNDATION & SLAB ON GRADE DETAILS ON DRAWING S-501 & S-502. 5. REFER TO ARCHITECTURAL FLOOR PLANS FOR DIMENSIONAL INFORMATION ON DOOR OPENINGS, SLAB RECESSES, AND LOCATIONS. 6. THE GENERAL CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL FLOOR OPENINGS WITH THE TRADE REQUIRING THEM. 7. MAINTAIN SLAB THICKNESS AT ALL RECESSED AND SLOPING SLABS ON GRADE. COORDINATE THE LOCATION AND DEPTH OF RECESSED/SLOPING SLABS FOR FLOOR MATS AND FLOOR TILE WITH THE ARCHITECTURAL DRAWINGS. 8. COORDINATE FLOOR DRAIN LOCATIONS WITH PLUMBING PLANS. SLOPE SLAB TO DRAIN. 9. INDICATES DOWNWARD SLAB PITCH. 10. INDICATES SLAB RECESS OR CHANGE IN SLAB ELEVATION. 11. 'FS' INDICATES A STEP FOOTING. SEE DETAILS 2 & 7/S-501. 1/4:12 FOUNDATION & SLAB ON GRADE PLAN KEY NOTES: 1 2 3 4 5" CONCRETE SLAB ON GRADE OVER VAPOR RETARDER AND 6" MIN COMPACTED DRAINAGE COURSE. REINFORCE SLAB WITH 6 x 6 - W2.1 x W2.1 WWR. COORDINATE THE LOCATION AND DEPTH OF RECESSED/SLOPING SLABS FOR FLOOR MATS, FLOOR TILE, AND FLOORS SLOPING TO DRAINS WITH THE ARCHITECTURAL DRAWINGS. SLAB ON GRADE CONTROL JOINT LOCATION. SEE DETAIL10/S-501. PROVIDE (2) #5 REBARS x 4'-0" LONG IN CONCRETE SLABS ACROSS ALL RE-ENTRANT CORNERS AND ACROSS ALL CORNERS OF SLAB OPENINGS. PROVIDE ISOLATED SLAB AROUND COLUMN BASE AFTER THE SLAB ON GRADE HAS CURED. PLACE 1/2" PREMOLDED ISOLATION MATERIAL BETWEEN THE SLAB ON GRADE AND THE ISOLATED SLAB. PROVIDE 1/2" PREMOLDED ISOLATION MATERIAL WITH BACKER ROD AND SEALANT BETWEEN EXTERIOR SLABS AND WALLS FOR RADON CONTROL. PROVIDE SLAB HAUNCH BELOW STAIR STRINGER PER DETAIL 13/S-501. BASEMENT FOUNDATION WALL SHALL BE BACKFILLED AND COMPACTED PRIOR TO START OF FRAMING CONSTRUCTION. 4" PERFORATED PVC FOUNDATION PERIMETER DRAIN IN #2 WASH STONE WRAPPED IN MIRAFI N160. PROVIDE SLAB HAUNCH BELOW LOAD-BEARING WALL PER DETAIL 15/S-501 PASSIVE RADON MITIGATION SYSTEM BELOW SLAB ON GRADE. SEE DETAIL 2/S-502. 5 6 7 8 9 10 F0.0 P0 BP0 W0x00 (-)0'-0" (-)0'-0" FOUNDATION SYMBOLS LEGEND TOP OF WALL FOOTING ELEVATION (NOTED FROM DATUM REFERENCE ELEVATION (+)0'-0") FOOTING LINES -4'-0" CONCRETE PIER MARK (SEE PIER SCHEDULE) COLUMN FOOTING MARK (SEE FOOTING SCHEDULE) TOP OF COLUMN FOOTING ELEVATION (SEE FOUNDATION NOTES) TOP OF CONCRETE PIER ELEVATION (SEE FOUNDATION NOTES) COLUMN SIZE COLUMN BASE PLATE MARK (SEE BASE PLATE SCHEDULE) FOUNDATION WALL LINES 1/4 PLAN TYPE-T1 ELEV (+)0'-0" DATUM ELEVATION SEE FOUNDATION PLAN TOP OF PIER OR FOOTING TOP OF LEVELINGPLATE (BOTTOMOF BASE PLATE)HSS COLUMN BASE PLATE SCHEDULE x BASE PLATE Fy(ksi)t 36 BASE PLATE SIZE x NB ASTM F1554 ANCHOR ROD TYPE T111"11"3/4" DIA GRADE 553/4" CCOL LCCOL L CCOL L TACK WELD NUT & 1/8"x2 1/2" SQUARE PLATE WASHER TO ANCHOR ROD BASE PLATE (4) ANCHOR RODS 5"BASE PLATE MARK BP1 1/4" LEVELING PLATE ON NON- SHRINK GROUT (6000 PSI MIN) ANCHOR RODS W/ 4" THREADED ENDS (SEE NOTE #2 AND SCHEDULE FOR TYPE) HEAVY HEX NUT TOP & BOTTOM (ASTM A563) STEEL COLUMN SEE PLAN DETAIL & SCHEDULE FOR BASE PLATE SIZE & ANCHOR ROD PATTERN ANCHOR WASHERS SHALL BE SIZED TO COVER ENTIRE HOLE, WASHER MAY BE EITHER PLAIN CIRCULAR OR RECTANGULAR WITH A THICKNESS OF APPROX 1/3 THE ANCHOR ROD DIAMETER BASE PLATE TYPE SEE NOTE #11'-0" EMBEDDETAIL NOTES: PROVIDE 9" EMBEDMENT AT 1'-0" THICK FOOTINGS W/ NO PIERS PROVIDE GALVANIZED ANCHOR RODS & NUTS AT EXTERIOR CANOPY COLUMNS & DOUBLE NUT BOLTS 1. 2. B NTYP 1 1/2"TYP1 1/2"1"CL CL CONT BACKER ROD & SEALANT AT TOP OF JOINT FOR RADON CONTROL (TYP) 1/2" ISOLATION JOINT AT PERIMETER OF ISOLATED SLAB AND COLUMN, INSTALL 1/2" PREMOLDED ISOLATION MATERIAL PRIOR TO PLACING ISOLATED SLAB PROVIDE ISOLATED SLAB AROUND COLUMN BASE AFTER THE MAIN FLOOR SLAB HAS CURED. STEEL COLUMN, PROFILE TYPE VARIES COLUMN BASE PLATE OUTLINE OF CONCRETE COLUMN PIER BELOW ISOLATED SLAB MAIN SLAB CONSTRUCTION OR SHRINKAGE JOINTMIN1"These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860493/11/2020 11:31:31 AMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_leeo.rvt15225.00 MEK Foundation and Slab on Grade Plan EJG LDCO S-101 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 3/16" = 1'-0"1 FOUNDATION AND SLAB ON GRADE PLAN NORTH 3/4" = 1'-0"2 COLUMN LEVELING PLATE DETAIL & BASE PLATE SCHEDULE 3/4" = 1'-0"4 ISOLATED SLAB PLAN DETAIL AT COLUMN 1 3/12/2020 ASI-001 1 H281 W16X40W16X401 S-301 55 55 55 5555 H361H361H3122H3122HM314H3122H3122HM314 HM314 HM314 HM312 HM312 HM312 HM312 HM312 HM312 HM312 HM312 H3102 H3102 H3102 H3102 H3102 H3102H3102H3102 H3102H3102HM382HM3829 S-303 1 111 1 1 1 1 1 S-303 3 S-303 4 S-303 2 S-303 STAIR 2x10@16" OC2x10@16" OCSTAIR 2x10@16" OC2x10@16" OC9 S-303 SIM 10 S-303 10 S-303 SIM 1 S-304 A A A 2 S-304AF AF18" DEEP PRE- ENGINEERED WOOD FLOOR TRUSSES 4 S-301 5 S-301 (1)2x4@16"OC (1)2x4@16"OC (1)2x4@16"OC (1)2x4@16"OC (1)2x4@16"OC (1)2x4@16"OC (1)2x4@16"OC (1)2x4@16"OC (1)2x4@16"OC (1)2x4@16"OC (1)2x4@16"OC (1)2x4@16"OC (2)2x6@16"OC (2)2x6@16"OC (2)2x6@16"OC (2)2x6@16"OC (2)2x6@16"OC (2)2x6@16"OC(2)2x6@16"OC (2)2x6@16"OC (2)2x6@16"OC (2)2x6@16"OC (2)2x6@16"OC(2)2x6@16"OC(1)2x4@16"OC(1)2x4@16"OCASTAIR LANDINGSTAIR LANDINGSTAIR LANDINGSTAIR LANDING(2)2x6@16"OC 35k35k35k35kNUMBER OF JACK STUDS OR POST DENOTES FLUSH HEADER MARK MEMBER NUMBER OF 2x MEMBERS NOMINAL DEPTH OF MEMBERS HEADER SCHEDULE H 2 8 1 F NUMBER OF JACK STUDS NOTE: PPT INDICATES PRESSURE TREATED MEMBERS 2.0E MICROLLAM (3) 1 3/4" x 5 1/2"HM36 2.0E MICROLLAM (3) 1 3/4" x 7 1/4"HM38 2.0E MICROLLAM (3) 1 3/4" x 9 1/4"HM310 2.0E MICROLLAM (3) 1 3/4" x 11 1/4"HM312 SEE PLAN SEE PLAN SEE PLAN SEE PLAN 2.0E MICROLLAM (3) 1 3/4" x 14"HM314 SEE PLAN BASE CONNECTORMARKMEMBER (1) 4x4 POST SCHEDULE - (2) 2x6 KING STUDS 1 2 - 3 4 5 6 3 1/2" x 3 1/2" 1.3E TIMBERSTRAND SIMPSON CB44 UON - SIMPSON CB6-7 UON SIMPSON CB66 UON (1) 6x6 5 1/4" x 5 1/4" 1.8E PARALLAM 5 1/4" x 7" 1.8E PARALLAM FRAMING PLAN NOTES: 1. SEE DRAWING S-001 FOR GENERAL NOTES AND DESIGN CRITERIA. 2. SEE THIS DRAWING FOR WOOD HEADER AND POST SCHEDULE. 3. SEE DRAWING S-104 FOR ROOF TRUSS TYPES. 4. SEE THIS DRAWING FOR HEADER REQUIREMENTS. PROVIDE THE TABULATED NUMBER OF JACK STUDS UNLESS OTHERWISE NOTED ON THE PLANS WITH A POST MARK. 5. FINISHED FIRST FLOOR ELEVATION = (+)10'-8" (FIRST FLOOR - EAST). = (+)15'-4" (FIRST FLOOR - WEST) 6. TOP OF DOUBLE PLATE ELEVATIONS BASEMENT FLOOR EASTERN UNITS = (+)8'-8 1/2" ABOVE FINISHED FIRST FLOOR UON. FIRST FLOOR EASTERN UNITS = (+)18'-8 3/8" ABOVE FINISHED FIRST FLOOR UON. SECOND FLOOR EASTERN UNITS = (+)28'-8 1/4" ABOVE FINISHED FIRST FLOOR UON. BASEMENT FLOOR TOWNHOUSE UNITS = (+)11'-8 1/2" ABOVE FINISHED FIRST FLOOR UON. FIRST FLOOR TOWNHOUSE UNITS = (+)21'-4 3/8" ABOVE FINISHED FIRST FLOOR UON. SECOND FLOOR TOWNHOUSE UNITS = (+)31'-0 1/4" ABOVE FINISHED FIRST FLOOR UON. BASEMENT FLOOR WESTERN UNITS = (+)12'-0 1/2" ABOVE FINISHED FIRST FLOOR UON. FIRST FLOOR WESTERN UNITS = (+)22'-0 3/8" ABOVE FINISHED FIRST FLOOR UON. SECOND FLOOR WESTERN UNITS = (+)32'-0 1/4" ABOVE FINISHED FIRST FLOOR UON. 7. ALL ROOF TRUSSES SHALL BE SPACED AT 24" OC (NOMINAL). 8. SEE ARCH FOR TRUSS SLOPES, OVERHANGS, AND RAKE CONDITIONS. 9. DORMER ROOFS AND/OR OVERBUILD AREAS MAY BE CONSTRUCTED OF PREMANUFACTURED TRUSSES OR STICK FRAMED AT THE CONTRACTOR'S OPTION. ROOF SHEATHING UNDER DORMER ROOF AND/OR OVERBUILD AREAS LESS THAN 100 SF SHALL REMAIN IN PLACE. ROOF SHEATHING UNDER OVERBUILD AREAS EXCEEDING 100 SF SHALL BE OMITED AND THE TOP CHORD OF ROOF TRUSSES BELOW ARE TO BE BRACED WITH 2x FRAMING IN LIEU OF SHEATHING. 10. STUD WALL FRAMING SHALL BE AS FOLLOWS UNO ON PLANS: EXTERIOR BEARING WALLS (SHADED ON FRAMING PLANS) SHALL BE 2X6 AT 16" OC INTERIOR BEARING WALLS (SHADED ON FRAMING PLANS) SHALL BE 2X6 AT 16" OC INTERIOR NON-BEARING WALLS (UNSHADED) SHALL BE 2X4 AT 24" OC 11. SEE ARCHITECTURAL PLANS FOR FRAMING AT STAIRWAYS. 12. EXTERIOR EAVES SHALL BE FIRESTOPPED AT THE ENDS OF FIRE WALLS AND AT INTERVALS OF NOT MORE THAN 20 FEET 13. SIMPSON CCQ COLUMN CAP OR EQUIVALENT SHALL BE USED AT HEADERS FRAMING TO WOOD POSTS NOT WITHIN STUD WALLS. 14. PROVIDE SOLID BLOCKING THROUGH DEPTH OF FLOOR JOIST CAVITY BELOW POSTS AND JACK STUDS TO BEARING PLATE BELOW. BLOCKING TO MATCH THE SIZE AND MATERIAL OF POST OR JACK STUD ABOVE. 15. TOP OF STEEL ELEVATIONS ARE REFERENCED FROM LOWER LEVEL - EAST UNLESS OTHERWISE NOTED. 16. SEE DETAIL 1/S-503 FOR BEAM PROPERTIES AND CONNECTION DESIGN VALUE DIAGRAM. 17. - DENOTES STEEL BEAM, SUPPORTING COLUMNS, AND CONNECTIONS TO RECEIVE 1-HOUR RATED APPLIED FIREPROOFING COATING, UNLESS OTHERWISE NOTED. X AF FRAMING LEGENDFRAMING LEGEND DENOTES CMU WALL. DENOTES 2x WOOD STUD BEARING WALL. DENOTES FLOOR OR ROOF FRAMING PLAN KEYNOTE. DENOTES POST TYPE 1 - SEE SCHEDULE ON THIS SHEET DENOTES 2x OR ENGINEERED LUMBER HEADER & TYPE - SEE SCHEDULE ON THIS SHEET DENOTES 55 PSF LIVE LOAD AND SPAN DIRECTION OF 22" DEEP PRE-ENGINEERED WOOD FLOOR TRUSSES, UON ON PLANS. INDICATED LOAD INCLUDES 15 PSF PARTITION LIVE LOAD PER DESIGN CRITERIA ON S-001 DENOTES PRE-ENGINEERED WOOD ROOF TRUSS TYPE 1 - SEE TRUSS TYPES ON DRAWING S-103 DENOTES STICK FRAMING OR TRUSS OVERBUILD AREAS TO MATCH ROOF PROFILE. DENOTES PRE-ENGINEERED WOOD VALLEY TRUSSES TO MATCH ROOF PROFILE DENOTES BRACED WALL PANEL LOCATIONS - SEE BRACED WALL PANEL NOTES ON DRAWING S-001 DENOTES ALTERNATE BRACED WALL PANEL LOCATIONS - SEE BRACED WALL PANEL NOTES ON DRAWING S-001 1 1 VT 1 55 ABW H361 H361 HM382 H361 H361 H361 HM382 H361 H361 HM382 H361 H361 H361H361H361H361H361 H361 H361H3122H3122 H3122H3122HM314 H3122H3122H3122H3122HM314 55 55 55 5555 HM314 HM314 H361H361 H361 1 S-303 SIM 3 S-303 SIM 2 S-302 SIM STAIR(2)2x10@12" OCSTAIR(2)2x10@12" OC18" DEEP PRE- ENGINEERED WOOD FLOOR TRUSSES ABW ABW ABW ABW ABWABWABWABW GIRDER TRUSS (2)2x10 @12" OC 55 8 S-303 5' - 6"1 1 2 S-302 2x10@16" OC2x10@16" OCSTAIR LANDINGSTAIR LANDINGSTAIR LANDINGSTAIR LANDINGThese documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 9:33:33 AMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_leeo.rvt15225.00 MEK First & Second Floor Framing Plans EJG LDCO S-102 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 3/16" = 1'-0"1 FIRST FLOOR FRAMING PLAN 3/16" = 1'-0"2 SECOND FLOOR FRAMING PLAN NORTHNORTH H281 H361 H361 H361 H361 H361 H361 H361 H361 H361 H361 H361 H361 H361H361H361H361H361 H361 H361H3122H3122 H3122H3122H3122H3122H3122H3122H361H361 5 S-303 6 S-303 ABW ABW ABW ABW C1STAIR STAIR D2BD2C2D1D2BD1C1C2ABW ABW ABW ABW TYPE C1 TYPE D2 TYPE D1TYPE C2 TYPE A TYPE B LOAD-BEARING STAIRWAY WALL 12 3 12 1 1/2 NOTE:COORDINATE SLOPES, HEEL DEPTHS AND ROOF SLOPES WITH ARCH FRAMING PLAN NOTES: 1. SEE DRAWING S-001 FOR GENERAL NOTES AND DESIGN CRITERIA. 2. SEE DRAWING S-102 FOR WOOD HEADER AND POST SCHEDULE. 3. SEE THIS DRAWING FOR ROOF TRUSS TYPES. 4. SEE THIS DRAWING FOR HEADER REQUIREMENTS. PROVIDE THE TABULATED NUMBER OF JACK STUDS UNLESS OTHERWISE NOTED ON THE PLANS WITH A POST MARK. 5. FINISHED FIRST FLOOR ELEVATION = (+)10'-8" (FIRST FLOOR - EAST). = (+)15'-4" (FIRST FLOOR - WEST) 6. TOP OF DOUBLE PLATE ELEVATIONS BASEMENT FLOOR EASTERN UNITS = (+)8'-8 1/2" ABOVE FINISHED FIRST FLOOR UON. FIRST FLOOR EASTERN UNITS = (+)18'-8 3/8" ABOVE FINISHED FIRST FLOOR UON. SECOND FLOOR EASTERN UNITS = (+)28'-8 1/4" ABOVE FINISHED FIRST FLOOR UON. BASEMENT FLOOR TOWNHOUSE UNITS = (+)11'-8 1/2" ABOVE FINISHED FIRST FLOOR UON. FIRST FLOOR TOWNHOUSE UNITS = (+)21'-4 3/8" ABOVE FINISHED FIRST FLOOR UON. SECOND FLOOR TOWNHOUSE UNITS = (+)31'-0 1/4" ABOVE FINISHED FIRST FLOOR UON. BASEMENT FLOOR WESTERN UNITS = (+)12'-0 1/2" ABOVE FINISHED FIRST FLOOR UON. FIRST FLOOR WESTERN UNITS = (+)22'-0 3/8" ABOVE FINISHED FIRST FLOOR UON. SECOND FLOOR WESTERN UNITS = (+)32'-0 1/4" ABOVE FINISHED FIRST FLOOR UON. 7. ALL ROOF TRUSSES SHALL BE SPACED AT 24" OC (NOMINAL). 8. SEE ARCH FOR TRUSS SLOPES, OVERHANGS, AND RAKE CONDITIONS. 9. DORMER ROOFS AND/OR OVERBUILD AREAS MAY BE CONSTRUCTED OF PREMANUFACTURED TRUSSES OR STICK FRAMED AT THE CONTRACTOR'S OPTION. ROOF SHEATHING UNDER DORMER ROOF AND/OR OVERBUILD AREAS LESS THAN 100 SF SHALL REMAIN IN PLACE. ROOF SHEATHING UNDER OVERBUILD AREAS EXCEEDING 100 SF SHALL BE OMITED AND THE TOP CHORD OF ROOF TRUSSES BELOW ARE TO BE BRACED WITH 2x FRAMING IN LIEU OF SHEATHING. 10. STUD WALL FRAMING SHALL BE AS FOLLOWS UNO ON PLANS: EXTERIOR BEARING WALLS (SHADED ON FRAMING PLANS) SHALL BE 2X6 AT 16" OC INTERIOR BEARING WALLS (SHADED ON FRAMING PLANS) SHALL BE 2X6 AT 16" OC INTERIOR NON-BEARING WALLS (UNSHADED) SHALL BE 2X4 AT 24" OC 11. SEE ARCHITECTURAL PLANS FOR FRAMING AT STAIRWAYS. 12. EXTERIOR EAVES SHALL BE FIRESTOPPED AT THE ENDS OF FIRE WALLS AND AT INTERVALS OF NOT MORE THAN 20 FEET 13. SIMPSON CCQ COLUMN CAP OR EQUIVALENT SHALL BE USED AT HEADERS FRAMING TO WOOD POSTS NOT WITHIN STUD WALLS. 14. PROVIDE SOLID BLOCKING THROUGH DEPTH OF FLOOR JOIST CAVITY BELOW POSTS AND JACK STUDS TO BEARING PLATE BELOW. BLOCKING TO MATCH THE SIZE AND MATERIAL OF POST OR JACK STUD ABOVE. 15. TOP OF STEEL ELEVATIONS ARE REFERENCED FROM LOWER LEVEL - EAST UNLESS OTHERWISE NOTED. 16. SEE DETAIL 1/S-503 FOR BEAM PROPERTIES AND CONNECTION DESIGN VALUE DIAGRAM. 17. - DENOTES STEEL BEAM, SUPPORTING COLUMNS, AND CONNECTIONS TO RECEIVE 1-HOUR RATED APPLIED FIREPROOFING COATING, UNLESS OTHERWISE NOTED. X AF FRAMING LEGENDFRAMING LEGEND DENOTES CMU WALL. DENOTES 2x WOOD STUD BEARING WALL. DENOTES FLOOR OR ROOF FRAMING PLAN KEYNOTE. DENOTES POST TYPE 1 - SEE SCHEDULE ON THIS SHEET DENOTES 2x OR ENGINEERED LUMBER HEADER & TYPE - SEE SCHEDULE ON THIS SHEET DENOTES 55 PSF LIVE LOAD AND SPAN DIRECTION OF 22" DEEP PRE-ENGINEERED WOOD FLOOR TRUSSES, UON ON PLANS. INDICATED LOAD INCLUDES 15 PSF PARTITION LIVE LOAD PER DESIGN CRITERIA ON S-001 DENOTES PRE-ENGINEERED WOOD ROOF TRUSS TYPE 1 - SEE TRUSS TYPES ON DRAWING S-103 DENOTES STICK FRAMING OR TRUSS OVERBUILD AREAS TO MATCH ROOF PROFILE. DENOTES PRE-ENGINEERED WOOD VALLEY TRUSSES TO MATCH ROOF PROFILE DENOTES BRACED WALL PANEL LOCATIONS - SEE BRACED WALL PANEL NOTES ON DRAWING S-001 DENOTES ALTERNATE BRACED WALL PANEL LOCATIONS - SEE BRACED WALL PANEL NOTES ON DRAWING S-001 1 1 VT 1 55 ABW 7' - 6"7' - 6"5' - 0"5' - 0"7' - 6" EQ EQ EQ EQ EQ EQ TRUNCATED SNOW DRIFT TRUNCATED SNOW DRIFT TRUNCATED SNOW DRIFT ROOF LEVELFACE OF WALLSEE PLAN 75 PSF FLAT ROOF SNOW LOAD = 31 PSF SNOW DRIFT DIAGRAM #1 ROOF LEVELFACE OF WALL75 PSF 50 PSF SNOW DRIFT DIAGRAM #2 SEE PLAN TRUNCATE AS NECESSARY IF ABUTTING TO ADJACENT SNOW DRIFTS These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 9:33:34 AMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_leeo.rvt15225.00 MEK Roof Framing and Snow Loading Plans EJG LDCO S-103 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 3/16" = 1'-0"1 ROOF FRAMING PLAN 1 1/2" = 1'-0"2 ROOF TRUSS TYPES 3/16" = 1'-0"3 ROOF SNOW DRIFT LOADING PLAN 1/4" = 1'-0"4 SNOW DRIFT DIAGRAMS NORTHNORTH FIRST FLOOR -EAST +10' -8" LOWER LEVEL -EAST +0' -0" FIRST FLOOR -WEST +15' -4" LOWER LEVEL -WEST +4' -0" -9'-10" -7'-10" -5'-10" -3'-10" -1'-10" 0'-8" 6" STEM WALL 6" STEM WALL 6" STEM WALL 6" STEM WALL 8"1' - 4"2' - 0"8"1' - 4"1' - 4"8"8"1' - 0"8"8"2' - 0"2' - 8"3' - 4"1' - 6"4' - 0"4' - 0 1/4"13' - 5 3/4"15' - 1 1/2"10' - 10 1/2"6' - 8"9' - 4"7' - 4"10' - 0"26' - 8" 38' - 1 1/2"32' - 9"4' - 5 1/2"10' - 8"13' - 5 3/4"9' - 6 1/4" FS FS FS FS SEE ARCH DOOR OPNG,1' - 4"8"1' - 4"FOUNDATION WALL BEYOND -0'-8"-0'-8" FS FIRST FLOOR -EAST +10' -8" LOWER LEVEL -EAST +0' -0" -9'-10"3' - 4"8"6" STEM WALL 6" STEM WALL -11'-10" 19' - 0"21' - 10" FS LOWER LEVEL -EAST +0' -0" FIRST FLOOR -WEST +15' -4" LOWER LEVEL -WEST +4' -0" 6" STEM WALL 6" STEM WALL 6" STEM WALL 8"8"3' - 4"1' - 4"8"0'-8" -2'-8" -4'-8" -6'-2" -8'-2" -9'-10" -11'-10" 34' - 4 3/8"8' - 0"10' - 1 5/8"17' - 11 7/8"10' - 0"6' - 0"4' - 0"18' - 0 1/8" FS FS FS FS SEE ARCH DOOR OPNG, SEE ARCH DOOR OPNG, SEE ARCH DOOR OPNG, -0'-8" FS 1 FIRST FLOOR -WEST +15' -4" LOWER LEVEL -WEST +4' -0" -0'-8"1' - 4"8"6" STEM WALL LOWER LEVEL - EAST +0'-0"8"These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860493/11/2020 11:31:31 AMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_leeo.rvt15225.00 MEK Foundation Elevations EJG LDCO S-201 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 3/16" = 1'-0"1 WEST FOUNDATION ELEVATION 3/16" = 1'-0"3 NORTH FOUNDATION ELEVATION 3/16" = 1'-0"2 EAST FOUNDATION ELEVATION 3/16" = 1'-0"4 SOUTH FOUNDATION ELEVATION 1 3/12/2020 ASI-001 1 1 1 1 6" STEM WALL (SHADED), TYP NOTE:ISOMETRIC VIEW PROVIDED FOR ADDITIONAL GRAPHICAL CLARITY ONLY. SEE PLANS, SECTIONS, AND ELEVATIONS FOR FURTHER DETAIL. 8" -1' - 10" -3' - 10" -5' - 10"-11' - 10" -7' - 10" -9' - 10" -8" 6" STEM WALL (SHADED), TYP NOTE:ISOMETRIC VIEW PROVIDED FOR ADDITIONAL GRAPHICAL CLARITY ONLY. SEE PLANS, SECTIONS, AND ELEVATIONS FOR FURTHER DETAIL. -5' - 10" -3' - 10" -1' - 10" -8" 8" 8" 6" STEM WALL (SHADED), TYP NOTE:ISOMETRIC VIEW PROVIDED FOR ADDITIONAL GRAPHICAL CLARITY ONLY. SEE PLANS, SECTIONS, AND ELEVATIONS FOR FURTHER DETAIL. -9' - 10" -11' - 10" -9' - 10" -8' - 2" -6' - 2" -4' - 8" -2' - 8" 8" -11' - 10" -8" 6" STEM WALL (SHADED), TYP NOTE:ISOMETRIC VIEW PROVIDED FOR ADDITIONAL GRAPHICAL CLARITY ONLY. SEE PLANS, SECTIONS, AND ELEVATIONS FOR FURTHER DETAIL. -2' - 8" -4' - 8" -6' - 2" -8' - 2" -9' - 10" -11' - 10" -8" 8" 8" -11' - 10" These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860493/11/2020 11:31:32 AMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_leeo.rvt15225.00 MEK Foundation Isometric Views EJG LDCO S-202 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 1 3/12/2020 ASI-001 Not To Scale1FOUNDATION SE ISOMETRIC Not To Scale2FOUNDATION NE ISOMETRIC Not To Scale3FOUNDATION SW ISOMETRIC Not To Scale4FOUNDATION NW ISOMETRIC N ORTH NO R T H NORTH N O RT H 1 1 11 1 1 1 1 FIRST FLOOR -WEST +15' -4" LOWER LEVEL -WEST +4' -0" 2' - 0"1' - 0"4' - 6" PROVIDE CONT SELF-EXPANDING WATERSTOP WHEN SLAB ON GRADE BELOW FINISHED GRADE, TYP SLAB ON GRADE 7' - 6" MASONRY VENEER FINISHED GRADE (EL VARIES) TOP OF SHELF VARIES SEE FDTN PLAN 1/2" DIA STAINLESS STEEL HOOKED ANCHOR BOLTS (12" MIN EMBED) @ 4'-0" OC MAX -5" MIN FROM END OF PPT SILL PLATE; PROVIDE SIMPSON LBP PLATE WASHERS BETWEEN NUT & SILL PLATE FLASHING; STEP WITH GRADE WOOD STUD BEARING WALL ON CONT PPT SILL PLATE GROUT SOLID BELOW FLASHING 6"6" #8 VERT DOWELS @ 12" OC EACH FACE CONT #6 HORIZ @ 12" OC EACH FACE (PROVIDE CORNER BARS) #8 VERT @ 12" OC EACH FACE APPROVED SOIL BEARING SURFACE T/FOOTING SEE FDTN PLAN GYPSUM UNDERLAYMENT T&G FLOOR SHEATHING PRE-ENGINEERED WOOD FLOOR TRUSSES 4" PERFORATED PVC FOUNDATION PERIMETER DRAIN IN #2 WASH STONE WRAPPED IN MIRAFI N160.1' - 4"VARIES, SEE PLANELEVATIONSVARIES, SEEFOUNDATION#7 @ 12" OC EACH WAY, BOTT (PROVIDE CORNER BARS AS NECESSARY) 1 LOWER LEVEL -EAST +0' -0" LOWER LEVEL -WEST +4' -0" 2' - 0" 8"8"8" APPROVED SOIL BEARING SURFACE 1' - 0"T/FOOTING SEE FDTN PLAN 1/2" DIA STAINLESS STEEL HILTI KWIK BOLT TZ EXPANSION ANCHORS (OR EQUIV) @ 4'-0" OC MAX & 5" MIN FROM END OF SILL PLATE; PROVIDE 3 1/2" MIN EMBEDMENT SLAB ON GRADE CONT #5 HORIZ @ 18" OC CENTERED (PROVIDE CORNER BARS) 1/2" ISOLATION JOINT MATERIAL#5 VERT @ 18" OC CENTERED (2) # 5 BARS CONT (PROVIDE CORNER BARS) 6"2" 1/2" ISOLATION JOINT MATERIAL LOWER LEVEL -EAST +0' -0" #8 VERT DOWELS @ 12" OC EACH FACE 4" PERFORATED PVC FOUNDATION PERIMETER DRAIN IN #2 WASH STONE WRAPPED IN MIRAFI N160. SLAB ON GRADE APPROVED SOIL BEARING SURFACE T/FOOTING SEE FDTN PLAN CONT #6 HORIZ @ 12" OC EACH FACE (PROVIDE CORNER BARS) #8 VERT @ 12" OC EACH FACE FINISHED GRADE (EL VARIES) 1/2" DIA STAINLESS STEEL HOOKED ANCHOR BOLTS (12" MIN EMBED) @ 4'-0" OC MAX -5" MIN FROM END OF PPT SILL PLATE; PROVIDE SIMPSON LBP PLATE WASHERS BETWEEN NUT & SILL PLATE WOOD STUD BEARING WALL ON CONT PPT SILL PLATE 4' - 6"1' - 0"2' - 0"VARIES, SEE PLAN1/2" ISOLATION JOINT MATERIAL 1/2" DIA STAINLESS STEEL HILTI KWIK BOLT TZ EXPANSION ANCHORS (OR EQUIV) @ 4'-0" OC MAX & 5" MIN FROM END OF SILL PLATE; PROVIDE 3 1/2" MIN EMBEDMENT #7 @ 12" OC EACH WAY, BOTT (PROVIDE CORNER BARS AS NECESSARY) 1 FIRST FLOOR -EAST +10' -8" LOWER LEVEL -EAST +0' -0" T. PLATE BASEMENT -EAST +8' -8 1/2" FINISHED GRADE (EL VARIES) 1/2" DIA STAINLESS STEEL HOOKED ANCHOR BOLTS (12" MIN EMBED) @ 4'-0" OC MAX -5" MIN FROM END OF PPT SILL PLATE; PROVIDE SIMPSON LBP PLATE WASHERS BETWEEN NUT & SILL PLATE WOOD STUD BEARING WALL ON CONT PPT SILL PLATE SLAB ON GRADE 6" 6" 6"1' - 6"5' - 0" EMBEDMENT, MINELEVATIONSSEE FOUNDATIONPRE-ENGINEERED WOOD FLOOR TRUSSES 4' - 6"1' - 6"1' - 6" #8 VERT DOWELS @ 12" OC EACH FACE CONT #6 HORIZ @ 12" OC EACH FACE (PROVIDE CORNER BARS) #8 VERT @ 12" OC EACH FACE 4" PERFORATED PVC FOUNDATION PERIMETER DRAIN IN #2 WASH STONE WRAPPED IN MIRAFI N160. APPROVED SOIL BEARING SURFACE #6 VERT STRAIGHT DOWEL @ 12" OC CENTERED IN STEM WALL CONT #6 HORIZ @ 12" OC EACH FACE (PROVIDE CORNER BARS) MASONRY VENEER GYPSUM UNDERLAYMENT T&G FLOOR SHEATHING 1/2" ISOLATION JOINT MATERIAL #7 @ 12" OC EACH WAY, BOTT (PROVIDE CORNER BARS AS NECESSARY) 1 FIRST FLOOR -WEST +15' -4" LOWER LEVEL -WEST +4' -0" T. PLATE BASEMENT -WEST +13' -4 1/2" 6"6"2" 1/2" DIA STAINLESS STEEL HOOKED ANCHOR BOLTS (12" MIN EMBED) @ 4'-0" OC MAX -5" MIN FROM END OF PPT SILL PLATE; PROVIDE SIMPSON LBP PLATE WASHERS BETWEEN NUT & SILL PLATE WOOD STUD BEARING WALL ON CONT PPT SILL PLATE PRE-ENGINEERED WOOD FLOOR TRUSSES MASONRY VENEER GYPSUM UNDERLAYMENT T&G FLOOR SHEATHING 1' - 10"1' - 2"4' - 6" FINISHED GRADE (EL VARIES) SLAB ON GRADE #8 VERT DOWELS @ 12" OC EACH FACE 4" PERFORATED PVC FOUNDATION PERIMETER DRAIN IN #2 WASH STONE WRAPPED IN MIRAFI N160. APPROVED SOIL BEARING SURFACE TOP OF SHELF VARIES SEE FDTN PLAN FLASHING; STEP WITH GRADE GROUT SOLID BELOW FLASHING PROVIDE CONT SELF-EXPANDING WATERSTOP WHEN SLAB ON GRADE BELOW FINISHED GRADE, TYP #8 VERT @ 12" OC EACH FACE CONT #6 HORIZ @ 12" OC EACH FACE (PROVIDE CORNER BARS)MIN5'-0" EMBEDMENT#6 VERT STRAIGHT DOWEL @ 12" OC CENTERED IN STEM WALL CONT #6 HORIZ @ 12" OC EACH FACE (PROVIDE CORNER BARS) #7 @ 12" OC EACH WAY, BOTT (PROVIDE CORNER BARS AS NECESSARY) 1 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860493/11/2020 11:31:34 AMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_leeo.rvt15225.00 MEK Foundation Sections EJG LDCO S-301 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 3/4" = 1'-0"1 SECTION 3/4" = 1'-0"2 SECTION 1 3/12/2020 ASI-001 3/4" = 1'-0"3 SECTION 3/4" = 1'-0"4 SECTION 3/4" = 1'-0"5 SECTION LOWER LEVEL -EAST +0' -0" PPT 2x10 RIM BOARD PPT 2x FRAMING W/ SIMPSON LUS JOIST FACE-MOUNT HANGERS AND 2x BLOCKING @ 2'-0" OC PPT POST W/ SIMPSON CCQ COLUMN CAP, GALV FINISH PPT HEADER, SEE PLAN SLAB ON GRADE RIGID INSULATION, SEE ARCH 1' - 0"8"2x10 LEDGER ANCHORD INTO CONC FDN WALL USING 1/2" DIA STAINLESS STEEL HILTI KWIK BOLT TZ EXPANSION ANCHORS (OR EQUIV) @ 4'-0" OC MAX & 5" MIN FROM END OF LEDGER; PROVIDE 3 1/2" MIN EMBEDMENT TAPERED RIGID INSULATION FIRST FLOOR -WEST +15' -4" GYPSUM UNDERLAYMENT T&G FLOOR SHEATHING 2x FRAMING, SEE FRAMING PLAN TAPERED RIGID INSULATION EXTERIOR SLAB ON GRADE (SLOPE AWAY) #5 SLAB DOWELS AT 24" OC 24" 24"8"2x BLOCKING SIDEWALK, SEE CIVIL DOUBLE 2x TOP PLATE 2x STUD WALL LOWER LEVEL -EAST +0' -0" RIGID INSULATIONEXTERIOR SLAB ON GRADE (SLOPE AWAY)SIDEWALK, SEE CIVIL SLAB ON GRADE, SEE PLAN 8" These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 9:33:39 AMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_leeo.rvt15225.00 MEK Foundation Sections EJG LDCO S-302 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 3/4" = 1'-0"4 SECTION 3/4" = 1'-0"2 SECTION 3/4" = 1'-0"1 SECTION FIRST FLOOR -WEST +15' -4" T. PLATE BASEMENT -WEST +13' -4 1/2" FIRST FLOOR -TNHS +14' -0" T. PLATE BASEMENT-TNHS +12' -4 1/2" FLOOR SHEATHING GYPCRETE TOPPING CONT 2x BLOCKING PARALLEL CHORD FLOOR TRUSS 2x LOAD-BEARING WALL 2x LOAD-BEARING WALL BLOCKING TRUSSES BETWEEN TRUSSES AT STEP, TYP1' - 10"1' - 6"FIRST FLOOR -WEST +15' -4" T. PLATE BASEMENT -WEST +13' -4 1/2" FIRST FLOOR -TNHS +14' -0" T. PLATE BASEMENT-TNHS +12' -4 1/2" FLOOR SHEATHING GYPCRETE TOPPING CONT 2x BLOCKING PARALLEL CHORD FLOOR TRUSS 2x LOAD-BEARING WALL W16X40 CONT 2x BAND BOARD BLOCKING TRUSSES BETWEEN TRUSSES AT STEP, TYP 1' - 6"1' - 10"FIRST FLOOR -EAST +10' -8" FIRST FLOOR -TNHS +14' -0" T. PLATE BASEMENT -EAST +8' -8 1/2" T. PLATE BASEMENT-TNHS +12' -4 1/2" FLOOR SHEATHING GYPCRETE TOPPING PARALLEL CHORD FLOOR TRUSS 2x LOAD-BEARING WALL 2x CRIPPLE WALL 2x LOAD-BEARING WALL BLOCKING TRUSSES BETWEEN TRUSSES AT STEP, TYP BLOCKING TRUSSES BETWEEN TRUSSES AT STEP, TYP 1' - 10"1' - 6"FIRST FLOOR -EAST +10' -8" FIRST FLOOR -TNHS +14' -0" T. PLATE BASEMENT -EAST +8' -8 1/2" T. PLATE BASEMENT-TNHS +12' -4 1/2" W16X40 FLOOR SHEATHING GYPCRETE TOPPING PARALLEL CHORD FLOOR TRUSS 2x LOAD-BEARING WALL 2x CRIPPLE WALL BLOCKING TRUSSES BETWEEN TRUSSES AT STEP, TYP BLOCKING TRUSSES BETWEEN TRUSSES AT STEP, TYP 1' - 10"1' - 6"T. PLATE SECOND -WEST +33' -4 1/4" T. PLATE SECOND -TNHS +31' -8 1/4" ROOF SHEATHING ROOF TRUSS 2x LOAD-BEARING WALL EPDM ROOF 1' - 6"1' - 10"T. PLATE SECOND -EAST +28' -8 1/4" T. PLATE SECOND -TNHS +31' -8 1/4" ROOF TRUSS 2x LOAD-BEARING WALL ROOF SHEATHING EPDM ROOF BLOCKING TRUSSES BETWEEN TRUSSES AT STEP, TYP BLOCKING TRUSSES BETWEEN TRUSSES AT STEP, TYP 1' - 10"1' - 10"SECOND FLOOR -WEST +25' -3 7/8" (2)2x10 @ 12" OC WITH SIMPSON LUS210-2 FACE-MOUNT HANGERS HEADER, SEE PLAN 3/4" GYPSUM CEMENT UNDERLAYMENT ON SUBFLOOR EXTERIOR WALL SEE ARCH 4'-9" MAX, 2x BLOCKING 2x RIM BOARD SECOND FLOOR -TNHS +23' -7 7/8" (2)2x10 @ 12" OC WITH SIMPSON LUS210-2 FACE-MOUNT HANGERS HEADER, SEE PLAN 3/4" GYPSUM CEMENT UNDERLAYMENT ON SUBFLOOR EXTERIOR WALL GIRDER TRUSS SEE ARCH 4'-9" MAX, MIN 5' - 6" BACKSPAN PARALLEL CHORD FLOOR TRUSS 2x BLOCKING 2x RIM BOARD FIRST FLOOR -EAST +10' -8" T. PLATE BASEMENT -EAST +8' -8 1/2" EXTERIOR SHEATHING (3) 16d @ 16" OC AT BRACED WALL PANEL LOCATIONS WOOD STUD BEARING WALL AND SILL PLATE GYPSUM UNDERLAYMENT ON T&G FLOOR SHEATHING (3) 16d @ 16" OC AT BRACED WALL PANEL LOCATIONS HEADER, SEE PLAN DIAGONAL BRACING AT 4'-0"OC (MAX) ROOF TRUSS, SEE PLAN CONT 2x BLOCKING PRE-ENGINEERED WOOD FLOOR TRUSS EDGE NAILING INTO 2x BLOCKING SOLID 2x BLOCKING (3) 16d @ 16" OC AT BRACED WALL PANEL LOCATIONS EXTERIOR SHEATHING WOOD STUD BEARING WALL FIRST FLOOR -EAST +10' -8" T. PLATE BASEMENT -EAST +8' -8 1/2" EXTERIOR SHEATHING (3) 16d @ 16" OC AT BRACED WALL PANEL LOCATIONS WOOD STUD BEARING WALL AND SILL PLATE GYPSUM UNDERLAYMENT ON T&G FLOOR SHEATHING (3) 16d @ 16" OC AT BRACED WALL PANEL LOCATIONS HEADER, SEE PLAN DIAGONAL BRACING AT 4'-0"OC (MAX) HEADER, SEE PLAN ROOF TRUSS, SEE PLAN CONT 2x BLOCKING PRE-ENGINEERED WOOD FLOOR TRUSS 2x CRIPPLE WALL (3) 16d EA END OF HEADER EDGE NAILING INTO 2x BLOCKING SOLID 2x BLOCKING These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 9:42:26 AMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_leeo.rvt15225.00 MEK Framing Sections EJG LDCO S-303 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 3/4" = 1'-0"1 SECTION 3/4" = 1'-0"2 SECTION 3/4" = 1'-0"3 SECTION 3/4" = 1'-0"4 SECTION 3/4" = 1'-0"5 SECTION 3/4" = 1'-0"6 SECTION 3/4" = 1'-0"7 SECTION 3/4" = 1'-0"8 SECTION 3/4" = 1'-0"9 SECTION 3/4" = 1'-0"10 SECTION FIRST FLOOR -TNHS +14' -0" T. PLATE BASEMENT-TNHS +12' -4 1/2" HEADER, SEE PLAN ROOF TRUSS, SEE PLAN CONT 2x BLOCKING 2x CRIPPLE WALL (3) 16d EA END OF HEADER EXTERIOR SHEATHING WOOD STUD BEARING WALL AND SILL PLATE GYPSUM UNDERLAYMENT ON T&G FLOOR SHEATHING DIAGONAL BRACING AT 4'-0"OC (MAX) PRE-ENGINEERED WOOD FLOOR TRUSS SOLID 2x BLOCKING (3) 16d @ 16" OC AT BRACED WALL PANEL LOCATIONS HEADER, SEE PLAN EDGE NAILING INTO 2x BLOCKING (3) 16d @ 16" OC AT BRACED WALL PANEL LOCATIONS FIRST FLOOR -TNHS +14' -0" T. PLATE BASEMENT-TNHS +12' -4 1/2" ROOF TRUSS, SEE PLAN CONT 2x BLOCKING 2x LOAD-BEARING WALL EXTERIOR SHEATHING WOOD STUD BEARING WALL AND SILL PLATE GYPSUM UNDERLAYMENT ON T&G FLOOR SHEATHING PRE-ENGINEERED WOOD FLOOR TRUSS SOLID 2x BLOCKING (3) 16d @ 16" OC AT BRACED WALL PANEL LOCATIONS HEADER, SEE PLAN EDGE NAILING INTO 2x BLOCKING (3) 16d @ 16" OC AT BRACED WALL PANEL LOCATIONS DIAGONAL BRACING AT 4'-0"OC (MAX) FIRST FLOOR -WEST +15' -4" T. PLATE BASEMENT -WEST +13' -4 1/2" FLOOR SHEATHING GYPCRETE TOPPING CONT 2x BLOCKING PARALLEL CHORD FLOOR TRUSS 2x LOAD-BEARING WALL 1/2" DIA STAINLESS STEEL HOOKED ANCHOR BOLTS (12" MIN EMBED) @ 4'-0" OC MAX -5" MIN FROM END OF PPT SILL PLATE; PROVIDE SIMPSON LBP PLATE WASHERS BETWEEN NUT & SILL PLATE WOOD STUD BEARING WALL ON CONT PPT SILL PLATE MASONRY VENEER TOP OF SHELF VARIES SEE FDTN PLAN FLASHING; STEP WITH GRADE GROUT SOLID BELOW FLASHING 1' - 0" TOP OF STEM WALL VARIES SEE FDTN ELEVATIONS These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 9:33:41 AMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_leeo.rvt15225.00 MEK Framing Sections EJG LDCO S-304 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 3/4" = 1'-0"1 SECTION 3/4" = 1'-0"2 SECTION 3/4" = 1'-0"3 SECTION REINFORCING ANCHORAGE AND SPLICE NOTES: 1. TOP BARS ARE HORIZONTAL BARS, PLACED SO THAT MORE THAN 12 INCHES OF CONCRETE IS CAST BELOW THE BAR WITHIN THE MEMBER. 2. ALL LAP SPLICES SHALL BE CLASS "B" UNLESS OTHERWISE NOTED IN THE SECTIONS AND DETAILS. 3. THE TENSION LAP LENGTHS IN THE TABLE ABOVE ARE VALID FOR MEMBERS WITH CLEAR BAR SPACINGS NOT LESS THAN 3db AND COVER NOT LESS THAN 2db. THE LAP LENGTHS SHALL BE MULTIPLIED BY 2.0 FOR BARS WITH CLEAR BAR SPACINGS OF 2db OR LESS OR WITH COVER OF db OR LESS. THE LAP LENGTHS SHALL BE MULTIPLIED BY 1.4 FOR BARS WITH CLEAR BAR SPACINGS OR WITH COVER IN BETWEEN THOSE LISTED ABOVE. 4. HORIZONTAL BARS IN WALLS ARE TO BE PROVIDED WITH THE LAPS REQUIRED FOR TOP BARS. 5. SPACING REQUIREMENTS FOR TENSION AND COMPRESSION LAPS, AND END ANCHORAGE SHALL BE SPACED ACCORDING TO THE LATEST ACI REQUIREMENTS. SPLICE & DEVELOPMENT LENGTHS 22 28 33 48 55 17 20 23 27 36 39 12 19 69 11 14 17 20 43 22 fy = 60,000 psi 63 72 22 29 22 25 28 11 90 30 9 15 34 25 28 17 9 COMP DEVEL LENGTH (IN.) 14 OTHER A 8162 B 56 36 93 105 43 72 f 'c = 3000 psi TOP BARS 64#7 #9 #6 BAR SIZE TENSION LAP LENGTH (IN.) A 81 89 28 #4 #5 #10 116 B 38 47 29 22 81 CLASS #3 #8 COMP LAP LENGTH (IN.) DEVEL LENGTH W/ HOOK (IN.) SPLICE & DEVELOPMENT LENGTHS 18 23 27 40 45 14 16 23 27 30 38 12 19 56 9 12 14 16 35 18 51 59 18 24 18 21 23 9 73 30 8 15 34 21 23 14 8 COMP DEVEL LENGTH (IN.) 12 OTHER A 6651 B 46 30 76 86 35 59 TOP BARS 51#7 #9 #6 BAR SIZE TENSION LAP LENGTH (IN.) A 66 73 23 #4 #5 #10 95 B 31 38 24 18 67 CLASS #3 #8 COMP SPLICE LENGTH (IN.) DEVEL LENGTH W/ HOOK (IN.) fy = 60,000 psif 'c = 4500 psi SEE "TYPICAL REINF OF CONCRETE WALL INTERSECTIONS" DETAIL 3/S-501 WHERE DIMENSION IS 12" OR LESS, PROVIDE REINFORCING AS SHOWN SEE NOTE #2 COLUMN FOOTING; SEE SCHEDULE FOR FOOTING SIZE AND REINFORCING CONCRETE WALL FOOTING SEE NOTE #3 CONCRETE PIER; SEE SCHEDULE FOR SIZE AND REINFORCING SEE NOTE #3 WHERE DIMENSION EXCEEDS 12", PROVIDE REINFORCING AS SHOWN 2'-0" MAX FTG STEP IN SOIL; 3'-0" MAX FTG STEP IN ROCK NOTES: REINFORCEMENT SHOWN IS IN ADDITION TO ANY OTHER WALL REINFORCEMENT SPECIFIED FOR THIS PROJECT. SUCH WALL REINFORCEMENT IF ANY, IS NOT SHOWN ABOVE. PROVIDE #3 STIRRUPS @ 8" OC ABOVE ALL OPENINGS LESS THAN 12" BELOW TOP OF WALL. PROVIDE (2) #6 BARS EACH SIDE AROUND OPENINGS AND DIAGONALLY AT CORNERS (ONE BAR EACH FACE), EXTEND BARS A MINIMUM OF 2'-0" BEYOND EACH SIDE OF OPENING. ALL REINFORCEMENT LAP LENGTHS SHALL BE SUFFICIENT TO DEVELOP A CLASS "B" TENSION LAP SPLICE. 1. 2. 3. 4. 2 x STEP HEIGHT 1'-0" MIN NOTES: 1. ALL BAR LAP LENGTHS SHALL BE 2'-0" MIN OR LONGER TO DEVELOP A CLASS "A" TOP BAR LAP SPLICE. 2. VERTICAL WALL REINFORCING IS NOT SHOWN, SEE THE FOUNDATION WALL SECTIONS FOR SIZE & SPACING. CONTINUOUS HORIZ WALL REINFORCEMENT -SEE FOUNDATION WALL SECTIONS FOR SIZE & SPACING PROVIDE CORNER BARS MATCHING SIZE & SPACING OF HORIZ WALL REINFORCEMENT, EACH FACE PROVIDE (2) #5 VERTICAL BARS (MIN) FULL HEIGHT OF WALL & DOWELED INTO FOOTING 2" CLRCONTINUOUS HORIZ WALL REINFORCEMENT CENTERED IN WALL -SEE FOUNDATION WALL SECTIONS FOR SIZE & SPACING PROVIDE (1) #5 VERTICAL BAR (MIN) FULL HEIGHT OF WALL & DOWELED INTO FOOTING AT CORNERS & INTERSECTIONS DOUBLE LAYER OF REINFORCING SINGLE LAYER OF REINFORCING PROVIDE CORNER BARS MATCHING SIZE & SPACING OF HORIZ WALL REINFORCEMENT, EACH FACE NOTE: PROVIDE A CONTINUOUS SELF-EXPANDING WATERSTOP IN JOINT AT FOUNDATION WALLS THAT REQUIRE A WATERPROOFING SYSTEM ON THE EXTERIOR FACE SEE FOUNDATION WALL SECTIONS FOR SIZE & SPACING OF REINFORCING CONTINUE HORIZONTAL BARS THRU JOINT CONSTRUCTION JOINT PROVIDE CORNER BARS MATCHING SIZE & SPACING OF HORIZONTAL WALL REINFORCING CONSTRUCTION JOINT 3THK3THK1 1/2"THKTHK1 1/2"4"4"4" 4" DOUBLE LAYER OF REINFORCING SINGLE LAYER OF REINFORCING CONTINUE HORIZONTAL BARS THRU JOINT CONSTRUCTION JOINT PROVIDE CORNER BARS MATCHING SIZE & SPACING OF HORIZONTAL WALL REINFORCING CONSTRUCTION JOINT SEE FOUNDATION WALL SECTIONS FOR SIZE & SPACING OF REINFORCING THKTHK1 1/2" CONTINUOUS WATERSTOP IN JOINT (SEE NOTE) CONTINUOUS WATERSTOP IN JOINT (SEE NOTE) CONTINUOUS WATERSTOP IN JOINT (SEE NOTE) CONTINUOUS WATERSTOP IN JOINT (SEE NOTE) NOTE: JOINTS SHALL BE SPACED AT 30'-0" OC MAX PREFORMED 3/4" DEEP JOINT STOP ALTERNATE HORIZONTAL STEEL, RUN TOP & BOTTOM BARS CONTINUOUS SEE FOUNDATION WALL SECTIONS FOR SIZE & SPACING OF REINFORCING TOP OF FOOTING CONSTRUCTION JOINT3THK1 1/2"THKSEE FOUNDATION SECTIONS FOR FOOTING REINFORCING #5 BARS x 5'-0" LONG THRU JOINT (QUANTITY TO MATCH FOOTING REINFORCING)4"4"12 12 CONCRETE OR CMU WALL NOTE: PROVIDE STEPS IF PIPING INTERRUPTS THE CONCRETE FOOTING PIPE SLEEVE W/ MIN 1 1/2" COMPRESSIBLE FILLER AROUND CONTINUOUS PIPE SEE FOUNDATION SECTIONS FOR FOOTING THICKNESS & REINFORCING REINFORCING BARS TO MATCH SIZE AND QUANTITY OF FOOTING REINFORCING 6"6"CONTINUOUS PIPE 3" CLRMIN FTG THK THKFTGSTEP HEIGHT2'-0" MAXTHKFTG2' - 0" LAP (TYP) IF PIPE FALLS IN THESE LOCATIONS: BACKFILL AND COMPACT TRENCH TO 95% SLEEVE PIPE & CAST FOOTING TO BOTTOM OF TRENCH SLEEVE PIPE & STEP FOOTING * NOTE: WALL & FOOTING REINFORCING IS NOT SHOWN S-501 7 S-501 9 INTERIOR OR EXTERIOR CMU OR CONCRETE FOUNDATION WALL CONTINUOUS PIPE (TYP) CONTINUOUS CONCRETE WALL FOOTING PROVIDE PIPE SLEEVE THRU FOUNDATION & WRAP THE CONTINUOUS PIPE WITH MIN 1 1/2" COMPRESSIBLE FILLER (TYP)THKFOOTINGMIN6"1 1/2 x FTG WIDTHFOOTING WIDTH * * * TOP OF CONTINUOUS WALL FOOTING PIPE SLEEVE W/ 1 1/2" MIN COMPRESSIBLE FILLER AROUND CONTINUOUS PIPE SEE FOUNDATION SECTIONS FOR FOOTING THICKNESS AND REINFORCING CONTINUOUS PIPE MIN 8" MIN 8"MIN8"1 1/2 x FOOTING WIDTHFTG THKCONSTRUCTION JOINT SHRINKAGE JOINT(1 3/4" MIN)SLAB ON GRADE 1/8" WIDE SAWCUT JOINT WWR 6" MIN COMPACTED DRAINAGE COURSE VAPOR RETARDER; TURN UP AT EDGES3THK THK2 1/2"(1 1/4" MIN)4THKNOTES: SEE SLAB PLAN FOR JOINT LOCATIONS. SEE SLAB PLAN FOR SLAB THICKNESS & REINFORCING. 1. 2. 2 1/2" WWR (DISCONTINUE AT JOINT) EQUALEQUAL PROVIDE CONTINUOUS BOND BREAKER BETWEEN SLABS 5/8" SMOOTH DOWEL x 2'-0" LONG @ 24" OC, CENTER IN SLAB DEPTH AND LUBRICATE OR APPLY ASPHALT COATING ON 1/2 THE LENGTH EQEQ1 1/4"WWR SLAB ON GRADE (2) #4 BARS CONT6" MIN COMPACTED DRAINAGE COURSE NOTES: MAINTAIN SLAB THICKNESS AT RECESS. SEE SLAB PLAN FOR SLAB THICKNESS & REINFORCING. 1. 2. 1' - 0"DEPTHSEE SLAB PLANFOR RECESS1 1 CONT #5 SLAB EDGE BAR EXTERIOR SLAB ON GRADE (2) #5 BARS CONT FINISHED GRADE OR PAVING 8"1' - 6"4"WWR NOTES: SEE SLAB PLAN FOR TOOLED CONTROL JOINT LOCATIONS. SEE SLAB PLAN FOR SLAB THICKNESS & REINFORCING. 1. 2. 1 1 WOOD STAIR STRINGER SIMPSON HGAM10KTA CLIP ANGLE - INSTALL (4) SDS 1/4"x1 1/2" SCREWS INTO STAIR STRINGER & (4) 1/4" x 1 3/4" TITEN SCREWS INTO CONCRETE SLAB SLAB ON GRADE (2) #5 BARS CONT 1' - 6"1' - 0"3" CLRCONTINUOUS THICKENED SLAB BELOW STAIR STRINGERS TOP OF SLAB SEE SLAB PLAN TOP OF FOOTING SEE FDTN PLAN STEEL COLUMN BASE PLATE & ANCHOR RODS (SEE SCHEDULE FOR SIZE) 1/4" LEVELING PLATE ON 3/4" NON-SHRINK GROUT ISOLATED CONCRETE SLAB 1/2" PREMOLDED ISOLATION JOINT MATERIAL AROUND ISOLATED SLAB SLAB ON GRADE CONCRETE COLUMN FOOTING (SEE FOOTING SCHEDULE FOR SIZE & REINF)3" CLR3" CLR COL CL SLAB ON GRADE CONT HAUNCHED SLAB BELOW BEARING WALL W/ (3) #5's 3" CLRWOOD STUD BEARING WALL ON CONT PPT SILL PLATE 2'-6" 1/2" DIA STAINLESS STEEL HILTI KWIK BOLT TZ EXPANSION ANCHORS (OR EQUIV) @ 4'-0" OC MAX & 5" MIN FROM END OF SILL PLATE; PROVIDE 3 1/2" MIN EMBEDMENT 1' - 0"These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 9:33:44 AMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_leeo.rvt15225.00 MEK Typical Foundation Details EJG LDCO S-501 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 3/4" = 1'-0"1 REINFORCING ANCHORAGE AND SPLICES (3000 PSI CONCRETE) 1/2" = 1'-0"2 TYPICAL REINFORCEMENT OF CONCRETE WALLS 3/4" = 1'-0"3 TYPICAL REINFORCEMENT OF CONCRETE WALL INTERSECTIONS 3/4" = 1'-0"4 TYPICAL CONSTRUCTION JOINT PLAN DETAILS IN FOUNDATION WALL 3/4" = 1'-0"5 TYPICAL CONCRETE WALL CONTROL JOINT PLAN DETAIL 3/4" = 1'-0"6 TYPICAL CONSTRUCTION JOINT AT CONTINUOUS WALL FOOTING 3/4" = 1'-0"7 TYPICAL STEPPED FOOTING AT PIPES 3/4" = 1'-0"8 TYPICAL DETAIL - PIPES AT FOUNDATION 3/4" = 1'-0"9 TYPICAL DEEPENED FOOTING AT PIPES 3/4" = 1'-0"10 SLAB ON GRADE CONTROL JOINT DETAILS 3/4" = 1'-0"11 SLAB ON GRADE RECESS DETAIL 3/4" = 1'-0"12 EXTERIOR SLAB EDGE HAUNCH DETAIL 3/4" = 1'-0"13 THICKENED SLAB AT BASE OF WOOD FRAMED STAIR 3/4" = 1'-0"14 INTERIOR COLUMN FOOTING DETAIL 3/4" = 1'-0"15 HAUNCHED SLAB DETAIL BELOW WOOD STUD BEARING WALL EXISTING FOUNDATION WALL PACK VOID WITH NON- METALLIC, NON-SHRINK GROUT FOR FULL BEARING 3"FORM CAST-IN-PLACE CONCRETE FOUNDATION UNDERPINNING 2'-0"UNDERPINNING SHALL BE OF EQUAL WIDTH AS THE EXISTING FOUNDATION IT SUPPORTS 1 2 3 1 23 SIDE ELEVATION BOTTOM FOOTING ELEVATION; SEE FDTN PLAN ORDER OF PLACEMENT 1'-6" 3'-0" MAXIMUM PLACEMENT LENGTH UNDERPINNING TO BE INSTALLED IN (3) PLACEMENTS AS NOTED AT A MAXIMUM OF 3'-0" SECTIONS USING CONCRETE OF 3000 PSI AT (7) DAYS WITH HIGH-EARLY CEMENT. EXCAVATE 3'-0" WIDE SECTIONS UNDER EXISTING FOUNDATION PER ELEVATION BELOW. SHORE EXCAVATION. THOROUGHLY CLEAN UNDERSIDE OF EXISTING WALL FOOTING. FORM AND INSTALL FIRST PLACEMENT, LEAVE 3" MIN. VOID UNDER EXISTING WALL/FOOTING FOR GROUT. VIBRATE CONCRETE INTO PLACE. THREE DAYS AFTER PLACEMENT, REMOVE FREE WATER AND COMPLETELY PACK 3" VOID WITH PREMIXED NON-SHRINK GROUT. THREE DAYS AFTER FIRST PLACEMENT REPEAT THE ABOVE OPERATIONS ON THE SECOND PLACEMENT, ETC. SEQUENCE OF UNDERPINNING BELOW FOUNDATION WALL FOOTINGS 1. 2. 3. 4. 5. 6. EXISTING WALL FOOTING SECTION SLAB ON GRADE CONT HAUNCHED SLAB BELOW BEARING WALL (WHERE OCCURS)3" CLRWOOD STUD BEARING WALL ON CONT PPT SILL PLATE (WHERE OCCURS)DETAILPER HAUNCHTRENCH OUT SUBGRADE FOR COLLECTION PIPING AND PROVIDE 6" MIN COMPACTED DRAINAGE COURSE ALL AROUND SEE PLAN FOR EXTENT OF PIPING 4" DIA NON-PERFORATED PVC PIPE RISER; INSTALL IN A CONTINUOUS VERTICAL RUN WITHOUT BENDS & EXTEND 12" ABOVE THE ROOF 4" DIA PERFORATED PVC COLLECTION PIPING; INSTALL PERFORATIONS FACING DOWN 4" PVC HEADER "T" CONNECTOR 1/2" ISOLATION MATERIAL BETWEEN SLAB PENETRATION & PIPE W/ BACKER ROD & SEALANT ALL AROUND PROVIDE INSECT/RODENT SCREEN AT ENDS SEAL UNDER SLAB VAPOR RETARDER AT HEADER PIPE PENETRATION TO ASSURE A TIGHT SEAL 4" PVC HEADER PIPE 6" MINCOMPACTED SUBGRADE6" MINWOOD STUD BEARING WALL ON CONT PPT SILL PLATE #5 VERT DOWELS @ 12" OC; CENTER IN WALL & ALTERNATE HOOKS CONT #5 HORIZ @ 12" OC (PROVIDE CORNER BARS) SEE FDTN/ SLAB PLAN T/SLAB SLAB ON GRADE SLAB ON GRADE SEE FDTN/ SLAB PLAN T/SLAB T/FOOTING SEE FDTN PLAN CONT CONC FOOTING W/ (2) # 5 BARS CONT (PROVIDE CORNER BARS) APPROVED SOIL BEARING SURFACE 1' - 0"3" CLR 3" CLR8"8"8" 2' - 0" #5 SLAB DOWELS @ 12" OC 1/2" DIA STAINLESS STEEL POWERS "WEDGE-BOLT" (OR EQUIV) @ 4'-0" OC MAX & 5" MIN FROM END OF SILL PLATE; EMBED 3 1/2" MIN 24" 24" 4" PERFORATED PVC FOUNDATION PERIMETER DRAIN IN #2 WASH STONE WRAPPED IN MIRAFI N160. SLAB ON GRADE CONT HAUNCHED SLAB BELOW BEARING WALL W/ (3) #5 BARS 3" CLRCONCRETE FOOTING CENTER BELOW WOOD POST ABOVE (SEE FOOTING SCHED FOR SIZE & REINF)3" CLR3" CLR 2'-6"1' - 0"CAST-IN-PLACE POST BASE CONNECTOR (SEE SCHEDULE); CENTER OVER FOOTING BELOW WOOD POST (SEE SCHEDULE) TOP OF SLAB/ PIER VERTICAL DOWELS CONC SONOTUBE PIER; SEE PLAN FOR SIZE HORIZONTAL TIES SIMPSON CBSQ66-SDS2 COLUMN BASE (SOLIDLY PACK GROUT UNDER 1" STANDOFF PLATE) EXTERIOR POST (SEE FRAMING PLAN) CENTERLINE OF POST, AND PIER FINISHED GRADE GRACE VYCOR DECK PROTECTOR ON SIDES AND BOTTOM OF POST (SEE 2/S-504 FOR TYP MEMBRANE DETAILS)3/4" CHAMFER AT PERIMETER 4" MINThese documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 9:33:45 AMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_leeo.rvt15225.00 MEK Typical Foundation Details EJG LDCO S-502 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 3/4" = 1'-0"1 EXISTING FOUNDATION UNDERPINNING DETAIL 3/4" = 1'-0"2 PASSIVE RADON MITIGATION SYSTEM DETAIL BELOW SLAB ON GRADE 3/4" = 1'-0"3 FOUNDATION SECTION 3/4" = 1'-0"4 HAUNCHED SLAB & FOOTING DETAIL BELOW WOOD POST IN BEARING WALL 3/4" = 1'-0"5 FOUNDATION DETAIL FOR EXTERIOR WOOD POSTS 72 K-FT 72 K-FT 11 K 11 K(+10'-0")W16x31 BEAM TO COLUMN MOMENT MEMBER SIZE BEAM END REACTION (LOADS UNFACTORED) TOP OF STEEL ELEVATION STEEL COLUMN 4'-0" WIDE BRACED WALL PANEL WITH NAILING PATTERN AND BLOCKING 2x EXTERIOR STUD WALL EL VARIES (SEE PLAN) TOP OF PLATE SIMPSON HGA10KT TIE CENTERED ON EACH BLOCKING TRUSS WOOD BLOCKING TRUSS OR FULL DEPTH SOLID BLOCKING TYPICAL FULL LENGTH OF EXTERIOR WALLS SLOPED WOOD TRUSS @ 24"OC ROOF SHEATHING 10d COMMON WIRE NAIL (3" LONG) @ 2"OC EXTERIOR BRACED WALL PANEL PERPENDICULAR TO ROOF TRUSSES ROOF SHEATHING 10d COMMON WIRE NAIL (3" LONG) @ 2"OC ENTIRE LENGTH OF BRACED WALL LINE SLOPED WOOD ROOF TRUSS @ 24"OC, ALIGN TRUSS WITH ONE EDGE OF STUD WALL AT BRACED WALL LINES DOUBLE 2x TOP PLATE BRACED WALL PANEL SHEATHING WITH NAILING PATTERN AND BLOCKING AS REQUIRED 2x INTERIOR OR EXTERIOR STUD WALL (BRACED WALL LINE) SIMPSON HGA10KT TIE @ 24"OC EL VARIES (SEE PLAN) TOP OF PLATE INTERIOR & EXTERIOR BRACED WALL PANEL PARALLEL TO ROOF TRUSSES FLOOR SHEATHING (3) 16d @ 16" OC (TYP) DOUBLE 2x TOP PLATE BRACED WALL PANEL SHEATHING 2x STUD WALL FRAMING INTERIOR BRACED WALL PANEL PARALLEL TO FLOOR FRAMING 8d TOENAILS @ 6" OC2-PLY FULL DEPTH JOISTS OR FLOOR TRUSS BELOW WALL 2x STUD WALL FRAMINGBRACED WALL PANEL SHEATHING FLOOR SHEATHING (3) 16d @ 16" OC (TYP) DOUBLE 2x TOP PLATE BRACED WALL PANEL SHEATHING 2x STUD WALL FRAMING INTERIOR BRACED WALL PANEL PERPENDICULAR TO FLOOR FRAMING (2) FULL DEPTH SOLID BLOCKING OR BLOCKING TRUSS BETWEEN FLOOR FRAMING & BELOW WALL 2x STUD WALL FRAMING BRACED WALL PANEL SHEATHING PRE-ENGINEERED WOOD FLOOR TRUSSES PRE-ENGINEERED WOOD FLOOR TRUSSES EDGE NAILING AROUND CUT OPENING CUT OPENING IN SHEATHING 2x BLOCKING AROUND CUT OPENING 2x WALL FRAMINGBRACED WALL SHEATHING FIELD NAILING 4'-0" BRACED WALL PANEL EDGE NAILING SPACE MAX (1) STUD 16" MAXNOTE:PENETRATIONS NOT PERMITTED TO OCCUR THROUGH ABW ROOF SHEATHING 10d COMMON WIRE NAIL (3" LONG) @ 2"OC ENTIRE LENGTH OF BRACED WALL LINE SLOPED WOOD ROOF TRUSS @ 24"OC, ALIGN TRUSS WITH ONE EDGE OF STUD WALL AT BRACED WALL LINES DOUBLE 2x TOP PLATE BRACED WALL PANEL SHEATHING WITH NAILING PATTERN AND BLOCKING AS REQUIRED 2x INTERIOR OR EXTERIOR STUD WALL (BRACED WALL LINE) SIMPSON HGA10KT TIE @ 24"OC EL VARIES (SEE PLAN) TOP OF PLATE INTERIOR BRACED WALL PANEL PARALLEL TO ROOF TRUSSES (ROOF TRUSS SLIGHTLY OFFSET FROM FACE OF BRACED WALL LINE) ROOF SHEATHING 10d COMMON WIRE NAIL (3" LONG) @ 2"OC ENTIRE LENGTH OF BRACED WALL LINE SLOPED WOOD ROOF TRUSS @ 24"OC, ALIGN TRUSS WITH ONE EDGE OF STUD WALL AT BRACED WALL LINES EL VARIES (SEE PLAN) TOP OF PLATE INTERIOR BRACED WALL PANEL PARALLEL TO ROOF TRUSSES (ROOF TRUSSES OFFSET FROM FACE OF BRACED ALL LINE) 10d COMMON WIRE NAIL (3" LONG) @ 4"OC ENTIRE LENGTH OF BRACED WALL LINE CONTINUOUS 2x ON TOP OF BRACED WALL LINE, FIELD VERIFY SIZE REQUIRED VARIES DOUBLE 2x TOP PLATE BRACED WALL PANEL SHEATHING WITH NAILING PATTERN AND BLOCKING AS REQUIRED 2x INTERIOR OR EXTERIOR STUD WALL (BRACED WALL LINE) SIMPSON HGA10KT TIE @ 24"OC, EACH SIDE (6)10d COMMON WIRE NAILS (3" LONG) AT EACH 2x6 BLOCKING 2x6 BLOCKING AT 2'-0"OC ENTIRE LENGTH OF BRACED WALL LINE CONT 2x4 BAND BOARD EXTERIOR SHEATHING TOP OF PLATE EL VARIES (SEE PLAN) 2x6 CRIPPLE WALL STUDS BETWEEN TRUSSES (NOTCH TO ACCEPT BAND BOARD) (3) 16d @ 16" OC AT BRACED WALL PANEL LOCATIONS (3) 16d @ 16" OC AT BRACED WALL PANEL LOCATIONS 2 x WOOD STUD BEARING WALL W/ DOUBLE TOP PLATE PRE-ENGINEERED PARALLEL CHORD FLOOR TRUSS WOOD STUD BEARING WALL AND SILL PLATE 3/4" GYPSUM CEMENT UNDERLAYMENT ON PLYWD SUBFLOOR 2x WALL STUDS CONT. 2x4 BAND BOARD TOP OF PLATE ELEV VARIES (SEE PLAN) MAX TRUSS SPACING 2' - 0" OC CONT. 2x TOP PLATE 2x WALL STUDS 2x6 CRIPPLE WALL BETWEEN TRUSSES, NOTCH TO ACCEPT BAND BOARD; PROVIDE (3) STUDS BETWEEN 2'-0" OC TRUSS SPACINGS, PROVIDE (2) AT BALANCE PRE-ENGINEERED PARALLEL CHORD FLOOR TRUSS EXTERIOR SHEATHING (3) 16d @ 16" OC AT BRACED WALL PANEL LOCATIONS (3) 16d @ 16" OC AT BRACED WALL PANEL LOCATIONS SUB-FLOOR SHEATHING ELEVATION DETAIL A-A SECTION VIEW A A PRE-ENGINEERED WOOD FLOOR TRUSS EXTERIOR WALL SHEATHING 2x STUD BEARING WALL 2x STUD BEARING WALL CONT DOUBLE TOP PLATE DIAGONAL BRACING AT 4'-0"OC (MAX) END WALL BEARING TRUSS TO TRANSER LOAD FROM BEARING WALL ABOVE TO BEARING WALL BELOW GYPSUM UNDERLAYMENT T&G FLOOR SHEATHING FLOOR TRUSSES PARALLEL TO EXTERIOR WALL DOUBLE TOP PLATE -WIDTH OF BEAM (SEE ELEVATION DETAIL FOR TOP PLATE CONNECTION) ELEVATION DETAIL A-A SECTION VIEW STEEL BEAM DOUBLE WOOD TOP PLATE (WIDTH OF STEEL BEAM) 1/2" DIA A307 BOLTS AT 24"OC EACH SIDE OF BEAM CENTERLINE (STAGGER & COUNTERSINK) DRILL/ PUNCH 9/16" DIA HOLES IN BEAM TOP FLANGE FOR BOLTING OF WOOD PLATE TOP OF STEEL SEE FRAMING PLAN A A NOTE: WOOD FLOOR TRUSSES ARE NOT SHOWN SEE FRAMING PLANS 2 x WOOD STUD BEARING WALL & SILL PLATE (WHERE OCCURS) T/ SUBFLOOR 3/4" GYPSUM CEMENT UNDERLAYMENT ON PLYWD SUBFLOOR PRE-ENGINEERED PARALLEL CHORD FLOOR TRUSS W BEAM FLOOR TRUSS HANGER BY TRUSS MANUFACTURER SOLID BLOCKING WITH 2x MEMBERS TOP & BOTTOM ATTACHED TO STEEL BEAM WITH 1/2" DIA A307 BOLTS AT 24"OC (**BLOCKING ONLY REQUIRED WHEN FACE MOUNT TRUSS HANGERS ARE USED -COORDINATE WITH TRUSS MANUFACTURER**) 3/4" GYPSUM CEMENT UNDERLAYMENT ON PLYWD SUBFLOOR 2x STUD BEARING WALL FLOOR SHEATHING DOUBLE TOP PLATE -WIDTH OF BEAM (SEE ELEVATION DETAIL FOR TOP PLATE CONNECTION) PRE-ENGINEERED WOOD FLOOR TRUSS STEEL BEAM PRE-ENGINEERED WOOD FLOOR TRUSS TOP FLANGE FLOOR TRUSS HANGER BY TRUSS MANUFACTURER ELEVATION DETAIL A-A SECTION VIEW STEEL BEAM DOUBLE WOOD TOP PLATE (WIDTH OF STEEL BEAM) 1/2" DIA A307 BOLTS AT 24"OC EACH SIDE OF BEAM CENTERLINE (STAGGER & COUNTERSINK) DRILL/ PUNCH 9/16" DIA HOLES IN BEAM TOP FLANGE FOR BOLTING OF WOOD PLATE TOP OF STEEL FLOOR SHEATHING A A NOTE: WOOD FLOOR TRUSSES ARE NOT SHOWN 3"PRE-ENGINEERED PARALLEL CHORD FLOOR TRUSS VERTICAL WEB MEMBER MIN CLEAR X'-X" CLEAR OPENING AT MIDSPAN OF FLOOR TRUSS SUB-FLOOR SHEATHING These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 9:33:46 AMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_leeo.rvt15225.00 MEK Typical Framing Details EJG LDCO S-503 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 1" = 1'-0"1 BEAM PROPERTIES AND CONNECTION DESIGN VALUES 3/4" = 1'-0"2 BRACED WALL PANEL DETAILS 3/4" = 1'-0"3 BRACED WALL BLOCKING DETAIL 3/4" = 1'-0"7 BRACED WALL PANEL DETAILS WHEN ROOF TRUSSES DO NOT ALIGN 1" = 1'-0"6 FLOOR TRUSS BEARING DETAIL AT EXTERIOR WALL 1" = 1'-0"5 FLOOR TRUSS DETAILS AT EXTERIOR WALL 1" = 1'-0"8 FLOOR TRUSS BEARING DETAIL AT STEEL BEAM 1" = 1'-0"9 FLOOR TRUSS BEARING DETAIL AT STEEL BEAM (ALTERNATE) 1" = 1'-0"4 TYPICAL FLOOR TRUSS WEB OPENING DETAIL PRESSURE TREATED LEDGER/ HEADER ONLY INSTALL HDG FASTENERS JOIST HANGER TO HAVE ZMAX/ HDG FINISH, MIN PRESSURE TREATED JOIST GRACE VYCOR DECK PROTECTOR BARRIER MEMBRANE TYPICAL EXTERIOR TOP MOUNT HANGER INSTALLATION WITH SOLID SAWN WOOD TYPICAL EXTERIOR FACE MOUNT HANGER INSTALLATION WITH SOLID SAWN WOOD PRESSURE TREATED LEDGER/ HEADER ONLY INSTALL HDG FASTENERS JOIST HANGER TO HAVE ZMAX/ HDG FINISH, MIN TYPICAL EXTERIOR POST BASE INSTALLATION PRESSURE TREATED POST ONLY INSTALL HDG FASTENERS POST BASE TO HAVE ZMAX/ HDG FINISH, MIN GRACE VYCOR DECK PROTECTOR BARRIER MEMBRANE ON SIDES AND BOTTOM OF POST TYPICAL EXTERIOR POST CAP INSTALLATION ONLY INSTALL HDG FASTENERS GRACE VYCOR DECK PROTECTOR BARRIER MEMBRANE ON SIDE OF POST AND HEADER & BETWEEN POST AND HEADER COLUMN CAP TO HAVE ZMAX/ HDG FINISH, MIN PRESSURE TREATED POST PRESSURE TREATED JOIST GRACE VYCOR DECK PROTECTOR BARRIER MEMBRANE 2X WOOD SCAB FOR TRUSS CLIP ATTACHMENT 2X FLAT BRACING; FASTEN TO TRUSS BOTTOM CHORD @ 4'-0" OC MAX 1/2" RESILIENT CHANNELS 1/2" RESILIENT CHANNELS WOOD TRUSS SIMPSON DTC TRUSS CLIP @ 4'-0" OC MAX -HOLD CLIP 1/8" CLEAR OF WOOD SCAB & DO NOT DRIVE FASTENERS FLUSH AGAINST CLIP TO ALLOW FOR VERTICAL TRUSS MOVEMENT & ELIMINATE SQUEAK (SEE NOTE BELOW IN BOX) CONT L 2" X 2" 20 GA NAILER ATTACHED TO WALL TOP PLATEGAP3/4"PARTITION PARALLEL TO TRUSS NON-LOAD BEARING WOOD PARTITION1/2" RESILIENT CHANNELS 1/2" RESILIENT CHANNELS WOOD TRUSS GAP3/4"CONT L 2" X 2" 20 GA NAILER ATTACHED TO WALL TOP PLATE PARTITION PERPENDICULAR TO TRUSS NON-LOAD BEARING WOOD PARTITION TO STRUCTURE WITHIN THIS AREATO STRUCTURE WITHIN THIS AREA DO NOT FASTEN CEILING 1' - 4" DO NOT FASTEN CEILING 1' - 4" SIMPSON DTC TRUSS CLIP @ 4'-0" OC MAX -HOLD CLIP 1/8" CLEAR OF TRUSS & DO NOT DRIVE FASTENERS FLUSH AGAINST CLIP TO ALLOW FOR VERTICAL TRUSS MOVEMENT & ELIMINATE SQUEAK (SEE NOTE BELOW IN BOX) TO STRUCTURE WITHIN THIS AREATO STRUCTURE WITHIN THIS AREA DO NOT FASTEN CEILING 1' - 4" DO NOT FASTEN CEILING 1' - 4" CANT 6" MAX CANT 6" MAX NOTE:PROVIDE SIMPSON DTC CLIPS ONLY WHERE LENGTH OF WALL EXCEEDS 12'-0" BETWEEN ANY INTERSECTING WALLS. 1' - 0" 16d @12" T & B, STAGGERED AT INSIDE FACE OF BEAM 16d @12" T & B, STAGGERED (3)1 3/4" BEAM 1/4" THICK PLYWOOD SHIM PLATE TO MATCH BEAM DEPTH (2) 1 3/4"+1/4" SHIM SHALL EXTEND TO OUTSIDE FACE OF POST AS SHOWN (3)1 3/4" BEAM 1/4" THICK PLYWOOD SHIM PLATE TO MATCH BEAM DEPTH A ELEVATION B ELEVATION/SECTION EXT WALL SHEATHING 6x POST BELOW 6x POST ABOVE (3)1 3/4" BEAM SIMPSON A35 OR EQUAL, T & B EXT WALL SHEATHING6x POST BELOW 6x POST ABOVE SIMPSON HH6 OR EQUAL, T & B (3)1 3/4" BEAM 6x8 POST TOP & BOTTOM. POST SHALL BE PRESSURE- TREATED AT GROUND LEVEL STAIR SHAFT SHORT SIDET/FINISH FLOOR HH6 CONNECTOR HH6 SEAT ON THIS SIDE (3) 1 3/4"+1/4" SHIM SHALL EXTEND TO INTERIOR FACE OF POST AS SHOWN A35 ANGLE EXTERIOR WALL SHEATHING TO ALIGN WITH INTERIOR FACE OF STUDS EXTERIOR WALL SHEATHING, SEE PLAN A35 ANGLE SIMPSON CMST14 (OR EQUAL) 2' - 6"2' - 6" 6x POST ABOVE 6x POST BELOW FULL DEPTH BLOCKING FULL DEPTH BLOCKING ALIGNED AT EXT SIDE FLOOR SHEATHING 6x8 POST TOP & BOTTOM. POST SHALL BE PRESSURE-TREATED AT GROUND LEVEL SIMPSON MSTC40 STRAP CENTERED AT EA FLOOR LEVEL SIMPSON STRAP SIMPSON A35 OR EQUAL, T & B PRE-ENGINEERED WOOD FLOOR TRUSS PARTIAL PLAN A B T/FINISH FLOOR 16d @12" T & B, STAGGERED SIMPSON A35 OR EQUAL, T & B (3)1 3/4" BEAM SIMPSON MSTC40 STRAP (OR EQUAL) EQ EQ 6x6 POST BELOW 6x6 POST ABOVE EXT WALL SHEATHING A35 ANGLE 6x6 POST BELOW 1/4" THICK PLYWOOD SHIM PLATE TO MATCH BEAM DEPTHEXTERIOR WALL SHEATHING, SEE PLAN (3)1 3/4" BEAM STAIR FLOOR FRAMING STAIR FLOOR FRAMING A ELEVATION PARTIAL PLAN STAIR OPENING A EQ EQ EQ ABW WIDTH = 2' - 8" SIMPSON HTT4 TENSION TIE WITH 5/8" DIA ASTM F1554 GR. 36 HEAVY HEX HEAD CAST-IN ANCHOR BOLTS WITH 6" MIN EMBEDMENT 1/2" DIA STAINLESS STEEL HILTI KWIK BOLT TZ EXPANSION ANCHORS (OR EQUIV)EQEQ6" FOUNDATION STEM WALL ABW SHEATHING A A ENLARGED PLAN A-A 6"These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 9:33:47 AMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_leeo.rvt15225.00 MEK Typical Framing Details EJG LDCO S-504 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 1" = 1'-0"2 TYPICAL EXTERIOR FRAMING DETAILS W/ BARRIER MEMBRANE 1 1/2" = 1'-0"1 NON-LOAD BEARING PARTITION BRACING DETAILS 3/4" = 1'-0"5 WOOD STAIR FRAMING DETAILS 3/4" = 1'-0"3 WOOD FRAMED STAIR DETAIL 3/4" = 1'-0"4 ALTERNATE BRACED WALL PANEL ANCHORAGE DETAIL A-2012 A-201 A-201 A-201 1 4 3 LAUNDRY 147 ENTRY 148 ENTRY 149 JANITORS 146 BLDG STOR 141 RPZ 144 STAIR 02 ST02 STAIR 01 ST01ENTRY 142 ENTRY 143 1 BR UNIT B 101 2 BR UNIT 102 2 BR UNIT 103 1 BR UNIT B 104 ELEC 150ST01AST01B 144 147146 ST02A ST02B 150141 UP UP 2 A-310 1 A-310 D/D W W WATER 145 11' - 6"86' - 0"11' - 0" 17' - 4"11' - 4"17' - 4"17' - 0"17' - 4"11' - 4"17' - 4" 109' - 0"1' - 4"6' - 8"5' - 4"6' - 0"11' - 0"10' - 8"10' - 8"9' - 4"10' - 8"10' - 8"11' - 0"6' - 0"5' - 4"5' - 8" 145 1 A-301 1 A-301 1 A-311 W4 W4 W4 W4 W4 W4 1 1 3 A-311 W3W3W3 W3 W3 A W9 W3W3W3W3W3W3 W3 DS DS 29' - 2"5' - 8"6' - 0"3' - 0"6" 6' - 2" A W9 A W9 A W9 A W8 660 SF660 SF 860 SF 860 SF 3 A-420 3 A-420 1 A-421 1 A-421 A W9 A W9 A W9 A W8 3 A-310 PLAM CTOP 5 ROWS PLAM SHELVING ON HEAVY DUTY ADJ BRACKETS 3 3 3 3 3 W5 EXTEND DOWNSPOUT 5' AWAY FROM BUILDING. EXTEND DOWNSPOUT 5' AWAY FROM BUILDING. These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 1:57:37 PMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_erikr.rvt15225.00 ESR Lower Level Plan EJG ESR A-101 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 3/16" = 1'-0"1 LOWER LEVEL PLAN TOTAL LOWER LEVEL AREA: 4,280 SF PLAN KEY NOTES NO.DESCRIPTION 1 4" VERTICAL PVC PASSIVE RADON MITIGATION PIPE FROM SUB SLAB DRAINAGE COURSE TO ABOVE ROOF 2 5/8" GYP BD OVER 7/8" HAT CHANNELS AT THIS WALL. SEE DETAIL 2/A-311 3 5/8" GYP BD OVER 1/2" RC CHANNELS AT THIS WALL. SEE DETAIL 3/A-310 ROOM FINISH SCHEDULE ROOM NUMBER ROOM NAME FLOOR WALL CEILING FINISH NOTESMATERIAL FINISH BASE NORTH SOUTH EAST WEST MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH 141 BLDG STOR CONC SEAL RB GYP PT GYP PT GYP PT GYP PT GYP 142 ENTRY CONC VCT RB GYP PT GYP PT GYP PT GYP PT GYP 143 ENTRY CONC VCT RB GYP PT GYP PT GYP PT GYP PT GYP 144 RPZ CONC SEAL RB GYP PT GYP PT GYP PT GYP PT GYP 145 WATER CONC SEAL RB GYP PT GYP PT GYP PT GYP PT GYP 146 JANITORS CONC SV RB GYP PT GYP PT GYP PT GYP PT GYP 147 LAUNDRY CONC SV RB GYP PT GYP PT GYP PT GYP PT ACT 148 ENTRY CONC VCT RB GYP PT GYP PT GYP PT GYP PT GYP 149 ENTRY CONC VCT RB GYP PT GYP PT GYP PT GYP PT GYP 150 ELEC CONC SEAL RB GYP PT GYP PT GYP PT GYP PT GYP ST01 STAIR 01 CONC/WD RT RB GYP PT GYP PT GYP PT GYP PT GYP ST02 STAIR 02 CONC/WD RT RB GYP PT GYP PT GYP PT GYP PT GYP NOTE: SEE MATERIAL LIST ON A-421 1 A-2012 A-201 A-201 A-201 1 4 3 2 BR TNHS 203 1 BR UNIT A 205 STAIR 01 ST01 STAIR 02 ST02 7' - 8"5' - 4"3' - 4"12' - 4"3' - 4"5' - 4"7' - 8"18' - 0"7' - 8"5' - 4"3' - 4"12' - 4"3' - 4"5' - 4"7' - 8" 108' - 0"11' - 8"10' - 0"18' - 8"4' - 2"3' - 6"2' - 8"2' - 8"3' - 4"3' - 6"5' - 4"3' - 6"3' - 4"2' - 8"2' - 8"3' - 6"4' - 2"11' - 6"6' - 6"4' - 2"3' - 6"2' - 8"2' - 8"3' - 4"3' - 6"5' - 4"3' - 6"3' - 4"2' - 8"2' - 8"3' - 6"4' - 2"40' - 4"40' - 4"11' - 8"10' - 0"18' - 8"45' - 0"18' - 0"45' - 0" 7' - 4"10' - 0"10' - 4"10' - 0"7' - 4"4' - 0"8' - 0"6' - 0"7' - 4"10' - 0"10' - 4"10' - 0"7' - 4" 108' - 0" UPUPDN DN ST01C ST01D ST02C ST02DST01C 2 A-310 1 A-310 AW9 1' - 10"1' - 10"1' - 10"1' - 10"18' - 8"18' - 8"A W9 A W9 1 A-301 1 A-301 A W9 A W9 A W9 1 A-311 W4 W1 W1 W4 W1 W1 W4 W1 W4W1 W2 W3 W2W4W4W2W2W4W4W2 W3 W2 ST01 ST02 1 1 W3W3 W3W3 W3W3W3W3 W4 2 2 2 2 2 2 DS DS DS DS DS A W8 A W8 SF1 SF1 740 SF 1 A-420 1 BR UNIT A 204 740 SF 1 A-420 1 BR ADA 201 740 SF 2 A-420 1 BR UNIT A 202 740 SF 1 A-420 HVI 5 A-311 CL-2 2 2 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 1:57:40 PMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_erikr.rvt15225.00 ESR First Floor Plan EJG ESR A-102 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 3/16" = 1'-0"1 FIRST FLOOR PLAN TOTAL FIRST FLOOR AREA: 4,150 SF PLAN KEY NOTES NO.DESCRIPTION 1 4" VERTICAL PVC PASSIVE RADON MITIGATION PIPE FROM SUB SLAB DRAINAGE COURSE TO ABOVE ROOF 2 5/8" GYP BD OVER 7/8" HAT CHANNELS AT THIS WALL. SEE DETAIL 2/A-311 3 5/8" GYP BD OVER 1/2" RC CHANNELS AT THIS WALL. SEE DETAIL 3/A-310 A-2012 A-201 A-201 1 4 2 BR TNHS 203 DN DN ST01E ST01FSTAIR 01 ST01 STAIR 02 ST02ST02E ST02F 2 A-310 1 A-310 1 A-301 1 A-301 W2 W4 W4 W2 W4 W4 W2 W4 W4 W2 W3 W2 W4W4W1W1 W4 W4W1W1W4 W2 W3 108' - 0"11' - 8"10' - 0"18' - 8"40' - 4"40' - 4"11' - 8"10' - 0"18' - 8"45' - 0"18' - 0"45' - 0" 7' - 4"10' - 0"10' - 4"10' - 0"7' - 4"7' - 4"10' - 0"10' - 4"10' - 0"7' - 4" 108' - 0" 1' - 10"1' - 10"1' - 10"1' - 10"18' - 8"18' - 8"7' - 8"5' - 4"3' - 4"12' - 4"3' - 4"5' - 4"7' - 8"18' - 0"7' - 8"5' - 4"3' - 4"12' - 4"3' - 4"5' - 4"7' - 8" 4' - 2"3' - 6"2' - 8"5' - 5 7/8"6 1/8"3' - 6"5' - 4"3' - 6"6 1/8"5' - 5 7/8"2' - 8"3' - 6"4' - 2"4' - 2"7' - 4"6' - 6"3' - 2"1' - 0"6' - 2"2' - 8"3' - 4"3' - 6"5' - 4"3' - 6"3' - 4"2' - 8"2' - 8"3' - 6"4' - 2" 5' - 0"13' - 0" 1 1 DN SF1 SF1 1 BR UNIT C 305 740 SF 1 A-420 1 BR UNIT C 304 740 SF 1 A-420 1 BR UNIT C 301 740 SF 1 A-420 1 BR UNIT C 302 740 SF 1 A-420 A W9 A W9 A W9 A W9 A W9 A W9 A W8A W8 4' - 0"8' - 0"4' - 0"6' - 0" 8' - 0"4' - 0"These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 1:57:42 PMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_erikr.rvt15225.00 ESR Second Floor Plan EJG ESR A-103 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 3/16" = 1'-0"1 SECOND FLOOR PLAN TOTAL SECOND FLOOR AREA: 4,150 SF PLAN KEY NOTES NO.DESCRIPTION 1 4" VERTICAL PVC PASSIVE RADON MITIGATION PIPE FROM SUB SLAB DRAINAGE COURSE TO ABOVE ROOF 2 5/8" GYP BD OVER 7/8" HAT CHANNELS AT THIS WALL. SEE DETAIL 2/A-311 3 5/8" GYP BD OVER 1/2" RC CHANNELS AT THIS WALL. SEE DETAIL 3/A-310 SLOPE 1 1/2 / 12 3/123/122 A-310 1 A-310 2 A-311 2' - 0" 2' - 0"1' - 0"1' - 0"2' - 0"2' - 0"1' - 0"1' - 0"8"1' - 0"1' - 0" 4" 6" +/-6" +/- 7.5" +/- 7.5" +/-SLOPE 1/4"SLOPE 1/4"SLOPE 1/4"SLOPE 1/4"SLOPE 1/4"SLOPE 1 1/2 / 12 4" 7.25" +/-7.25" +/- 6.8" +/- 6.8" +/- 4" 5.25" +/-5.25" +/- 5.4" +/- 5.4" +/- 4" 7.25" +/-7.25" +/- 6.8" +/- 6.8" +/- 4" 5.25" +/-5.25" +/- 5.4" +/- 5.4" +/-SLOPE 1/4"AREA DIVIDERAREA DIVIDER GUTTER AND DOWNSPOUT GUTTER AND DOWNSPOUT GUTTER AND DOWNSPOUT TO MAIN ROOF AREA GUTTER AND DOWNSPOUT TO MAIN ROOF AREA 1 A-301 1 A-301 1 A-311 2 A-104 1 1 SLOPE 1/4"SLOPE 1/4"SLOPE 1/4" SLOPE 1/4"SLOPE 1/4"SLOPE 1/4"SLOPE 1/4" SLOPE 1/4" RD RD RD RD RD GUTTER AND DOWNSPOUT GUTTER AND DOWNSPOUT 1/4"1/4"1/4"8"1' - 0"8"1' - 0"8"2 A-104 5 A-311 CHAMFER EACH SIDE OF WD CURB TO DRAIN LAP SEALANT SINGLE PLY ROOF MEMBRANE FLASHING UP SIDES AND OVER CURB GASKETED FASTENERS TOP OF AREA DIVIDER SHALL BE PARALLEL W/ FINISHED ROOF SURFACE 5/8" EXTERIOR GRADE PLYWOOD FASTENING PLATE AND FASTENER. MAX 12" OC These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 1:57:44 PMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_erikr.rvt15225.00 ESR Roof Plan EJG ESR A-104 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 3/16" = 1'-0"1 ROOF PLAN 3" = 1'-0"2 AREA DIVIDER 1 1 3 8' - 0" 1 1 2 7' - 8" 2 7' - 0" 1 1 1 1 1 1 1 1 11 2 7' - 6" 2 7' - 6" 2 7' - 0" 2 7' - 0" 2 8' - 7 3/8" 1 11 1 1 1 1 1 11 2 8' - 7 3/8" 1 2 7' - 0" 2 7' - 0"1 1 2 7' - 8" 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 7' - 0" 2 7' - 0" 1 1 1 1 1 4 4 4 2 7' - 0" 2 7' - 0" 2 7' - 0" 2 7' - 0"2 7' - 0" 2 7' - 0" 2 7' - 0" 2 7' - 0" 11 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 7' - 0" 2 7' - 0" 1 1 1 1 5 7' - 8 1/8" 5 7' - 8 1/8" 1 2 7' - 0" 2 7' - 0" 11 2 7' - 0" 2 7' - 0" 2 7' - 0" 2 7' - 0" 1 3 SUSPENDED GYPSUM BOARD CEILING OR SOFFIT - PAINT ACT - 1 CEILING TYPES 2X2 OR 2X4 SURFACE MOUNT FIXTURE 1X4 SURFACE MOUNT FIXTURE SURFACE MOUNT LED FIXTURE, OR RECESSED CAN CEILING LEGEND UTILITY LIGHT FAN/LIGHT COMBINATION FIXTURE 2 4 DEFS SOFFIT GENERAL NOTES 1.REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR SPECIFIC LIGHT FIXTURE INFORMATION. 2.ALL GYP. BD. SOFFITS TO HAVE GYP. BD. VERTICAL RETURNS UP TO THE ADJACENT PERPENDICULAR CEILING. 3.SEE ENLARGED UNIT PLAN REFLECTED CEILING PLANS FOR LIGHTING, CEILING TYPE AND CEILING HEIGHT INFORMATION. SUSPENDED GYPSUM BOARD OR SOFFIT CEILING SYSTEM (GYP CEILINGS AT UNDERSIDE OF STAIRS AND STAIR LANDINGS NOT SHOWN FOR CLARITY) ACT (NO POCHE) EXPOSED MEMBRANE OF HORIZONTAL ASSEMBLY ABOVE (GYP BD) EXPOSED UNDERSIDE RATED FLOOR/CEILING ASSEMBLY (GYP BD) - PAINT LIGHTING FIXTURE LEGEND WALL MOUNT VANITY LIGHT DEFS SOFFIT 5 SELF SUPPORTING 1-HR RATED HORIZONTAL ASSEMBLY These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 1:57:48 PMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_erikr.rvt15225.00 ESR Reflected Ceiling Plans EJG ESR A-131 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 1/8" = 1'-0"1 LOWER LEVEL - EAST 1/8" = 1'-0"2 FIRST FLOOR - TNHS 1/8" = 1'-0"3 SECOND FLOOR - TNHS FIRST FLOOR - WEST +15' - 4" SECOND FLOOR - WEST +25' - 3 7/8" LOWER LEVEL - WEST +4' - 0" 1 2 5 55 5 1 8 44 24 11 11 8 1212 12 1212 8 T. ROOF DECK - WEST +35' - 3" 4 1 8 1 4 2 2 A-310 1 A-310 T. ROOF DECK - WEST HIGH +36' - 7" 13 13 1313 13 16266 66 11 12 CJ CJ CJ CJ 16 5 FIRST FLOOR - EAST +10' - 8" SECOND FLOOR - EAST +20' - 7 7/8" LOWER LEVEL - EAST +0' - 0" 5 8 1 1 2 T. ROOF DECK - EAST +30' - 7" 2 A-311 T. ROOF DECK - EAST HIGH +34' - 7" 1 A-301 1 A-301 6 15 14 16 77 FIRST FLOOR - EAST +10' - 8" SECOND FLOOR - EAST +20' - 7 7/8" LOWER LEVEL - EAST +0' - 0" 38 8 12 12 12 2 2 T. ROOF DECK - EAST +30' - 7" 3 7 3 1 A-311 10 10 1010 13 13 14 7 5 6 7 7 12 12 5 A-311 16 FIRST FLOOR - WEST +15' - 4" SECOND FLOOR - WEST +25' - 3 7/8" LOWER LEVEL - WEST +4' - 0" 5 88 1 T. ROOF DECK - WEST +35' - 3" 4 1 A-301 1 A-301 15 1 16 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 1:57:52 PMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_erikr.rvt15225.00 ESR Exterior Elevations EJG ESR A-201 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 1/8" = 1'-0"1 EXTERIOR ELEVATION - NORTH 1/8" = 1'-0"2 EXTERIOR ELEVATION - EAST 1/8" = 1'-0"3 EXTERIOR ELEVATION - SOUTH 1/8" = 1'-0"4 EXTERIOR ELEVATION - WEST ELEVATION KEY NOTES NO.DESCRIPTION 1 FIBER CEMENT SIDING - BASIS OF DESIGN: ALLURA FIBER CEMENT - PACIFIC BLUE - 5" EXPOSURE 2 FIBER CEMENT SIDING - BASIS OF DESIGN: ALLURA FIBER CEMENT - PEWTER - 5" EXPOSURE 3 FIBER CEMENT SIDING - BASIS OF DESIGN: ALLURA FIBER CEMENT - TAUPE - 5" EXPOSURE 4 WOOD LOOK RESIN SIDING. TRESPA PURA - ROMANTIC WALNUT 5 MASONRY VENEER BASIS OF DESIGN TEX-STONE STONE BY SHOULDICE - GALAXY 6 CAST STONE SILL 7 CONCRETE FOUNDATION 8 DOUBLE HUNG WINDOW 10 SLIDING GLASS DOOR 11 ALUM STOREFRONT SYSTEM 12 ALUM COPING 13 ALUM DOWNSPOUT 14 WOOD RAILING 15 EPDM ROOFING 16 ALUM RAILING AT TOP OF SITE WALL FIRST FLOOR - EAST +10' - 8" T. PLATE SECOND - EAST +28' - 8 1/4" SECOND FLOOR - EAST +20' - 7 7/8" LOWER LEVEL - EAST +0' - 0" T. PLATE FIRST - EAST +18' - 8 3/8" FIRST FLOOR - WEST +15' - 4" SECOND FLOOR - WEST +25' - 3 7/8" LOWER LEVEL - WEST +4' - 0" T. ROOF DECK - EAST +30' - 7" T. ROOF DECK - WEST +35' - 3" T. PLATE BASEMENT - WEST +13' - 4 1/2" T. PLATE FIRST - WEST +23' - 4 3/8" T. PLATE SECOND - WEST +33' - 4 1/4" FIRST FLOOR - TNHS +14' - 0" SECOND FLOOR - TNHS +23' - 7 7/8" T. PLATE BASEMENT - EAST +8' - 8 1/2" T. PLATE BASEMENT- TNHS +12' - 4 1/2" T. PLATE FIRST - TNHS +22' - 0 3/8" T. PLATE SECOND - TNHS +31' - 8 1/4" T. ROOF DECK - TNHS +33' - 3" T. ROOF DECK - EAST HIGH +34' - 7" T. ROOF DECK - WEST HIGH +36' - 7" 1 BR UNIT C 305 1 BR UNIT A 205 1 BR UNIT B 104 STAIR 02 ST02 1 BR UNIT C 304 1 BR UNIT A 204 2 BR UNIT 103 2 BR TNHS 203 1 BR UNIT A 202 1 BR UNIT C 302 STAIR 01 ST01 1 BR ADA 201 1 BR UNIT C 301 1 BR UNIT B 101 2 BR UNIT 102 A-301 3 A-301 2 A-311 4 A-301 5 A-301 4 A-310 3 OH FIRST FLOOR - EAST +10' - 8" FIRST FLOOR - TNHS +14' - 0" T. PLATE BASEMENT - EAST +8' - 8 1/2" T. PLATE BASEMENT- TNHS +12' - 4 1/2" 1 BR UNIT A 204 2 BR TNHS 203 2 BR UNIT 103 STEEL BEAM AND FIREPROOFING CONTINUE 5/8" TYP 'C' GYP BOARD AROUND BEAM GYP BOARD ON METAL FRMAING CONTINUE 5/8" TYP 'C' GYP BOARD AT FLOOR EDGE 2X6 CRIPPLE WALL. DEMISING WALL +7'- 0" AFF OPEN WEB FLOOR TRUSS FIRST FLOOR - WEST +15' - 4" T. PLATE BASEMENT - WEST +13' - 4 1/2" +7'- 0" AFF 2 BR TNHS 203 1 BR UNIT A 202 2 BR UNIT 102 STEEL BEAM AND FIREPROOFING CONTINUE 5/8" TYP 'C' GYP BOARD AROUND BEAM TOP CORD BEARING TRUSS WITH KEY END DETAIL DEMISING WALL TOP CORD BEARING TRUSS WITH KEY END DETAIL T. ROOF DECK - WEST +35' - 3" T. PLATE SECOND - WEST +33' - 4 1/4" ROOF TRUSS WITH KEY END DETAIL ROOF TRUSS CONTINUE VAPOR BARRIER, INSULATION, COVERBOARD AND ROOFING AT VERTICAL FACE 2" 3/4" WOOD ROOF DECK CONTINUE ACOUSTICAL INSULATION HERE T. PLATE SECOND - EAST +28' - 8 1/4" T. ROOF DECK - EAST +30' - 7" 2x CRIPPLE WALL CONTINUE VAPOR BARRIER, INSULATION, COVERBOARD AND ROOFING AT VERTICAL FACE CONTINUE ACOUSTICAL INSULATION HERE 2" These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 1:57:54 PMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_erikr.rvt15225.00 ESR Building Sections EJG ESR A-301 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 3/16" = 1'-0"1 BUILDING SECTION 3/4" = 1'-0"3 FLOOR DETAIL 3/4" = 1'-0"2 FLOOR DETAIL 3/4" = 1'-0"4 ROOF DETAIL 3/4" = 1'-0"5 ROOF DETAIL FIRST FLOOR - EAST +10' - 8" T. PLATE SECOND - EAST +28' - 8 1/4" SECOND FLOOR - EAST +20' - 7 7/8" LOWER LEVEL - EAST +0' - 0" T. PLATE FIRST - EAST +18' - 8 3/8" T. ROOF DECK - EAST +30' - 7" T. PLATE BASEMENT - EAST +8' - 8 1/2" T. SUBFLOOR 10' - 7 1/4" T. SUBFLOOR 20' - 7 1/8" LAUNDRY 147 1 BR UNIT A 204 1 BR UNIT C 304 8' - 8 1/2"1' - 10 3/4"8' - 1 1/8"1' - 10 3/4"8' - 1 1/8"1' - 10 3/4"4' - 0"9' - 11 1/8"9' - 11 7/8"10' - 8"T. ROOF DECK - EAST HIGH +34' - 7" CONCRETE FOUNDATION WALL CAST STONE SILL METAL FLASHING AND DRIP MORTAR CONTROL DEVICE GROUND FACE MASONRY VENEER GROUT SOLID BELOW FLASHING VINYL WINDOW ROOF EDGE FASCIA ALUM CLAD 3/4" PLYWOOD FASCIA 8" 3 1/2" (R-21) SPRAY FOAM INSULATION AT ROOF EDGE 3 1/2" (R-21) SPRAY FOAM INSULATION AT FLOOR EDGE WOOD SILL AND APRON GYP BOARD RETURNS AT HEAD AND JAMB SHEET APPLIED WATERPROOFING 1 HOUR RATED FLOOR / CEILING ASSEMBLY PER UL DESIGN NO. L546 SYSTEM 1 -3/4" GYPSUM UNDERLAYMENT -3/4" WOOD SUB-FLOOR -PRE-ENGINEERED FLOOR TRUSSES -3-1/2" FG SOUND BATT INSULATION -1/2" RESILIENT CHANNELS @ 12" OC -1 LAYER 5/8" TYPE 'C' GYP BD 1 HOUR RATED ROOF / CEILING ASSEMBLY PER UL DESIGN NO. P531 -SINGLE PLY MEMBRANE ROOFING -1/2" COVER BOARD -TAPERED RIGID INSULATION (R-30 AVERAGE) -SELF ADHERED VAPOR RETARDER -PLYWOOD ROOF SHEATHING -PRE-ENGINEERED WD ROOF TRUSSES -1/2" RESILIENT CHANNELS @ 16" OC -5/8" TYP 'C' GYP BD FIBER CEMENT LAP SIDING WITH ALUM EDGE TRIM FIBER CEMENT TRIM AT SOFFIT 1-1/2" (R-6) INSULATED SHEATHING PANEL WITH INTEGRAL WEATHER RESISTIVE BARRIER 2X6 WOOD STUDS WITH ECO SEAL CAULK R-21 FG BATT INSULATION 2 A-601 A-601 1 A-601 1A A-601 1 SCHEDULED CEILING CELL VENT WEEP FOOTING DRAIN. SEE STRUCTURAL DRAWINGS CONCRETE FOOTER. SIZE VARIES. SEE STRCUTURAL DRAWINGS 2" (R-10) INSULATED DRAINAGE PANEL 1/2" GYP BOARD AT WALL 5/8" GYP BOARD ON 7/8" HAT CHANNELS EXTEND DOWN OVER FOUNDATION WALL ENTRY 148 1 BR UNIT A 204 1 BR UNIT C 304 18' - 0"1' - 0"ALUM FLASHING AND DRIP EDGE TAPERED 2X 2x8 FURRING WALL AT EXTERIOR. ATTACH TO MAIN WALL WITH SIMPSON LTP5 LATERAL TIE PLATE CENTERED AT JOINT BETWEEN 2x STUDS. ATTACH AT TOP & BOTTOM OF STUD ABOVE & BELOW WINDOWS AND ATTACHED AT TOP, MIDPOINT, & BOTTOM OF STUD AT FULL HEIGHT WALL WOOD LOOK RESIN SIDING WITH ALUM EDGE TRIM. 1x WOOD FURRING. 16" OC VERT. 1 1/2" (R-6) INSULATED SHEATHING WITH INTEGRAL WEATHER BARRIER ALUM TRIM AT UNDERSIDE COMPRESSIBLE FILLER SIMPSON LTP5 LATERAL TIE LOWER LEVEL - WEST +4' - 0" 1/2" RESILIANT CHANNELS AND 5/8" GYP BOARD OVER FOUNDATION WALL SHEET APPLIED WATERPROOFING AND DRAINAGE PANEL. VAPOR RETARDER. SEAL TO FOUNDATION WATERPROOFING These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 1:57:56 PMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_erikr.rvt15225.00 ESR Wall Sections and Details EJG ESR A-310 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 1/2" = 1'-0"1 WALL SECTION 1/2" = 1'-0"2 WALL SECTION 1/2" = 1'-0"3 FOUNDATION SECTION 1x6 PPT WOOD CAP 2X4 PPT TOP RAIL 1X1 PPT PICKETS 2X4 PPT BOTTOM RAIL 4X4 PPT BALLUSTERS BEYOND SLIDING GLASS DOOR 1X6 PPT WOOD DECKING NOTE: STAIN ALL RAILING COMPONENTS AND DECKING FIRST FLOOR - WEST +15' - 4" T. PLATE BASEMENT - WEST +13' - 4 1/2" GRADE 1/2" GYP BOARD AT WALL 5/8" GYP BOARD ON 7/8" HAT CHANNELS EXTEND DOWN OVER FOUNDATION WALL METAL FLASHING OVER FOUNDATION WATERPROOFING FOUNDATION WALL SHEET APPLIED WATERPROOFING EXTEND UP FOUNDATION SHELF ABOVE ADJACENT GRADE CAST STONE SILL 2" (R-10) INSULATED DRAINAGE PANEL SECOND FLOOR - EAST +20' - 7 7/8" T. PLATE FIRST - EAST +18' - 8 3/8" STAIR LANDING ALUM STOREFRONT ALUM STOREFRONT GYP BOARD RETURNS AT HEAD JAMB AND SILL DEFS CEILING ON 1/2" EXTERIOR GYP BOARD ALUM BOX GUTTER EPDM ROOFING ON TAPERED INSULATION FLASHING AND TERM BAR ALUM DRIP EDGE ALUM SILL EXTENSION. EXTEND OVER TERM BAR T. PLATE SECOND - EAST +28' - 8 1/4" T. ROOF DECK - EAST +30' - 7"HEEL HEIGHT2' - 0"OVERHANG 2' - 0" ALUM GUTTER ALUM CLAD 3/4" PLYWOOD FASCIA ALUM DRIP EDGE ALUM V GROOVE SOFFIT PANELS 1 HOUR RATED ROOF / CEILING ASSEMBLY PER UL DESIGN NO. P531 -SINGLE PLY MEMBRANE ROOFING -1/2" COVER BOARD -TAPERED RIGID INSULATION (R-30 AVERAGE) -SELF ADHERED VAPOR RETARDER -PLYWOOD ROOF SHEATHING -PRE-ENGINEERED WD ROOF TRUSSES -1/2" RESILIENT CHANNELS @ 16" OC -5/8" TYP 'C' GYP BD FIRST FLOOR - EAST +10' - 8" LOWER LEVEL - EAST +0' - 0" T. PLATE BASEMENT - EAST +8' - 8 1/2" 2 BR UNIT 103 1 BR UNIT A 204 WOOD HEADER. SEE STRUCTURAL PREENGINEERED ROOF TRUSS SPRAY FOAM INSULATIONVINYL WINDOW 1 HOUR RATED FLOOR / CEILING ASSEMBLY PER UL DESIGN NO. L546 SYSTEM 1 -3/4" GYPSUM UNDERLAYMENT -3/4" WOOD SUB-FLOOR -PRE-ENGINEERED FLOOR TRUSSES -3-1/2" FG SOUND BATT INSULATION -1/2" RESILIENT CHANNELS @ 12" OC -1 LAYER 5/8" TYPE 'C' GYP BD FIBER CEMENT LAP SIDING ASPHALT SHINGLES ON 15# FELT 5/8" PLYWOOD ROOF SHEATHING ALUM DRIP EDGE ALUM GUTTER ALUM CLAD 2X8 FASCIA ALUM SOFFIT PANELS HEEL2' - 0"FLASHING OVERHANG 1' - 6" FIRST FLOOR - TNHS +14' - 0" T. PLATE BASEMENT- TNHS +12' - 4 1/2" 2 BR TNHS 203 WOOD HEADER. SEE STRUCTURAL PREENGINEERED ROOF TRUSS SPRAY FOAM INSULATION FIBER CEMENT LAP SIDING ASPHALT SHINGLES ON 15# FELT 5/8" PLYWOOD ROOF SHEATHING ALUM DRIP EDGE ALUM GUTTER ALUM CLAD 2X8 FASCIA ALUM V GROOVE SOFFIT PANELS GYP CEILING ON METAL FRAMING HEEL8"OVERHANG 1' - 6" These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 1:57:57 PMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_erikr.rvt15225.00 ESR Wall Sections and Details EJG ESR A-311 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 3/4" = 1'-0"3 SECTION AT REAR DECK 3/4" = 1'-0"4 FOUNDATION DETAIL 3/4" = 1'-0"6 CANOPY DETAIL 3/4" = 1'-0"2 ROOF DETAIL 3/4" = 1'-0"1 WALL SECTION 3/4" = 1'-0"5 WALL SECTION 134 A-401 ST02BST02A 6' - 8"3' - 0"3' - 8"3' - 7 1/2"3' - 7 1/2" W4 W3 STAIR 02 ST02 W3 A W9 A W9 9T @ 11"8' - 3"TO NOSING5' - 8"A W8 UP 8T @ 11"7' - 4"TO NOSING5' - 8"134 A-401 ST02C ST02D ST02 3' - 8"9' - 8"1' - 10"1' - 10" STAIR 02 ST02 UP DN SF1 TO NOSING6' - 0"8T @ 11"7' - 4"9T @ 11"7' - 4"TO NOSING6' - 0"134 A-401 ST02FST02E 3' - 8"9' - 8"STAIR 02 ST02 DN 8T @ 11" 7' - 4"NO NOSING6' - 0"SF1 8T @11"7' - 4"TO NOSING6' - 0"FIRST FLOOR - EAST +10' - 8" T. PLATE SECOND - EAST +28' - 8 1/4" SECOND FLOOR - EAST +20' - 7 7/8" LOWER LEVEL - EAST +0' - 0" T. PLATE FIRST - EAST +18' - 8 3/8" T. ROOF DECK - EAST +30' - 7" T. PLATE BASEMENT - EAST +8' - 8 1/2"3' - 6"2' - 10"2' - 10"2 BR UNIT 103 1 BR UNIT A 204 1 BR UNIT C 304 10R @ 6.75"9R @ 6.75"9R @ 6.66"9R @ 6.66"A-104 2 LIGHT FIXTURE (TYP 5) A-311 6 RETURN MASONRY A-401 10 A-401 9 SELF SUPPORTING 1 HR RATED HORIZONTAL ASSEMBLY 1/4" ROUND SHIM SPACE HEADER - SEE STRUC DRAWINGS 5/8" GYP BD. 3/4" WOOD RISER *PROVIDE (6) FASTENERS AT TOP RISER TO FLOOR FRAMING (2) ADJACENT TO EACH STRINGER & (2) CENTER OF RISER PROVIDE (2) FASTENERS AT EACH STRINGER TO EACH INTERSECTING SIDE WALL STUD W/ 2" MIN EMBEDMENT 4"WEDGES GLUE BLOCK 5/4" WOOD TREAD 11"7" MAXRABBET TONGUE AND GROOVE WOOD STRINGER 3/4" WOOD RISER 5/8" GYP. BD. PROVIDE (2) FASTENERS AT EACH STRINGER TO EACH INTERSECTING SIDE WALL STUD W/ 2" MIN EMBEDMENT 11"7" MAX5/4" WOOD TREAD RABBET GLUE BLOCK TONGUE AND GROOVE SCHEDULED FINISH WEDGES WOOD STRINGER ST01A ST01B 4 A-401 6' - 8"3' - 0"3' - 8"3' - 7 1/2"3' - 7 1/2"10T @ 11"9' - 3"TO NOSING4' - 10"UP W4 A W9 A W9 A W8 W3 8T @ 11"7' - 4"TO NOSING5' - 10"STAIR 01 ST01 4 A-401 UP DN ST01C ST01 ST01D 3' - 8"9' - 8"TO NOSING6' - 2"STAIR 01 ST01 ST01E ST01F 4 A-401 DN 9' - 8"3' - 8"TO NOSING6' - 2"STAIR 01 ST01 FIRST FLOOR - WEST +15' - 4" SECOND FLOOR - WEST +25' - 3 7/8" LOWER LEVEL - WEST +4' - 0" T. ROOF DECK - WEST +35' - 3" T. PLATE BASEMENT - WEST +13' - 4 1/2" T. PLATE FIRST - WEST +23' - 4 3/8" T. PLATE SECOND - WEST +33' - 4 1/4" LIGHT FIXTURE (TYP 5) SELF SUPPORTING 1 HR RATED HORIZONTAL ASSEMBLY 3' - 6"2' - 10"9R @ 6.80"11R @ 6.80"9R @ 6.66"9R @ 6.66"These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 1:58:01 PMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_erikr.rvt15225.00 ESR Stair Plans, Sections, and Details EJG ESR A-401 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 1/4" = 1'-0"5 ST02 PLAN - LOWER LEVEL 1/4" = 1'-0"6 ST02 PLAN - FIRST FLOOR 1/4" = 1'-0"7 ST02 PLAN - SECOND FLOOR 1/4" = 1'-0"134 ST02 SECTION 1 1/2" = 1'-0"9 TYPICAL STAIR DETAIL AT LANDING 1 1/2" = 1'-0"10 TYPICAL STAIR DETAIL AT BASE 1/4" = 1'-0"1 ST01 - LOWER LEVEL 1/4" = 1'-0"2 ST01 - FIRST FLOOR 1/4" = 1'-0"3 ST01 - SECOND FLOOR 1/4" = 1'-0"4 ST01 SECTION 1 BR UNIT A 204 LIVING ROOM LIV KITCHEN KIT BEDROOM BR BATHROOM BA FURNACE FR STORAGE STO ST02C A-420 4 5 A-420 6 9 8 7 A W9 AW8 A W9 1' - 10" 20 19 20 W3W3 REFP 2' - 0" 1' - 8" W3W3 7' - 0"4' - 8"7' - 0"6' - 8"5' - 4"3' - 6" W31' - 4"2' - 6"6' - 8"2' - 6"10' - 8"W4 CL-1 CL-3 FUR LIN BA BR CL-2 3' - 8"W6 W5 6' - 0"5' - 0"2' - 8" CL-2 18 1' - 0" B18 B30 SB36 B24 SOFFIT FEP3' - 0"B18 B18 P18 W1830 W1830W3015 W3315 24" DEEP REFRANGE SOFFIT FP FEPFEPRANGE HOOD (FEP EA SIDE) 3' - 0"BR BA CL-2 LIN CL-1 CL-4 FUR ENT 7' - 8"4' - 8"2' - 8"7' - 0"2' - 6"7' - 0"8' - 10"1' - 4"A-4206 7 8 9 20 20 19KITCHEN KIT BEDROOM BR BATHROOM BA FURNACE FR STORAGE STO LIVING ROOM LIV REF P A-420 4 5 W5 W4 CL-2 BR LIN FUR CL-3 CL-2 CL-1 ST01C 7' - 0"4' - 8"7' - 0"6' - 8"5' - 4"10' - 8"2' - 6"6' - 8"2' - 6"1' - 4"6' - 0"5' - 0"3' - 0" W4 A-420 4A 5A LIVING ROOM LIV KITCHEN KIT BEDROOM BR BATHROOM BA FURNACE FR STORAGE STO3' - 8"A-420 6A 9A 8A 7A 1' - 10" 21 19 21 18 FD W3W3 REFP W5 1 7 10 BLKG 1 7 4 6 3 8A6 4 1 3 12 16 7 HASB42REM 12 13 10 14 FEP2' - 10"BLKG 2' - 10"2' - 6"3' - 0" B24B18 SOFFIT FEP2' - 10"B18 B18 P18 W1830 W1830W3015 W3315 24" DEEP REFRANGE SOFFIT FP FEPFEPRANGE HOOD (FEP EA SIDE) NOTE: RANGE HOOD EXHAUST DUCT TO BE CONCEALED INSIDE WALL CABINET WITH WOOD BOXOUT MATCHING CABINET INTERIOR. TYP ALL UNITS 2 9 8 4 7 8 10 BLKG 2 4 3 5 8 92 4 5 8 12 16 2' - 10"ANGLED 3' - 6" 12 13 8 10 14 BASE CAB BLKG 1 BR UNIT C 304 LIVING ROOM LIV KITCHEN KIT BEDROOM BR BATHROOM BA FURNACE FR STORAGE STO A-420 6 7 8 9 BA FUR CL-4 BR CL-2 CL-1 ST02E W4 5' - 4"6' - 8"7' - 0"4' - 8"7' - 0"6' - 0"5' - 0"2' - 8"10' - 8"2' - 6"6' - 8"2' - 6"1' - 4"W5 W6 20 19 20 A-420 5 4 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 1:58:06 PMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_erikr.rvt15225.00 ESR Enlarged Unit Plans EJG ESR A-420 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 1/4" = 1'-0"1 1 BR UNIT TYPE A 1/4" = 1'-0"4 KITCHEN ELEVATION 1/4" = 1'-0"5 KITCHEN ELEVATION 1/4" = 1'-0"3 1 BR UNIT - TYPE B 1/4" = 1'-0"2 1 BR UNIT - ADA 1/4" = 1'-0"6 BATHROOM ELEVATION 1/4" = 1'-0"7 BATHROOM ELEVATION 1/4" = 1'-0"8 BATHROOM ELEVATION 1/4" = 1'-0"9 BATHROOM ELEVATION 1/4" = 1'-0"4A KITCHEN ELEVATION 1/4" = 1'-0"5A KITCHEN ELEVATION 1/4" = 1'-0"6A BATHROOM ELEVATION 1/4" = 1'-0"7A BATHROOM ELEVATION 1/4" = 1'-0"8A BATHROOM ELEVATION 1/4" = 1'-0"9A BATHROOM ELEVATION BATHROOM ACCESSORIES NUMBER DESCRIPTION 1 TUB/SHOWER UNIT - FULLY REINFORCED FOR GRAB BARS 2 ROLL IN SHOWER UNIT - FULLY REINFORCED FOR GRAB BARS 3 MIXING VALVE/CONTROLS 4 HAND SHOWER/SHOWER HEAD 5 FIXED SHOWER HEAD ON DIVERTER 6 TUB SPOUT WITH DIVERTER 7 SHOWER CURTAIN ROD 8 GRAB BARS 8A SAFETY BAR 9 SHOWER SEAT 10 WATER CLOSET 11 TOILET PAPER DISPENSER 12 CULTURED MARBLE LAVATORY WITH INTEGRAL SINK 13 LIGHT FIXTURE 14 42" x 36" SURFACE MOUNTED MIRROR 15 30" x 36" SURFACE MOUNTED MIRROR 16 16" x 30" RECESSED MEDICINE CABINET WITH WOOD DOOR 18 CLOSET WIRE SHELVING ON FIXED BRACKETS. MOUNT 66" AFF. TYP. 19 5 ROWS ADJUSTABLE WIRE SHELVING ON STANDARDS. 12" DEEP UON 20 CLOSET WIRE SHELVING WITH FREE SLIDING HANGER ROD ON FIXED BRACKETS. MOUNT 66" AFF. TYP. 21 CLOSET WIRE SHELVING WITH FREE SLIDING HANGER ROD ON ADJUSTIBLE STANDARDS. MOUNT AT 48" AFF. 1 1/4" = 1'-0"10 1 BR UNIT TYPE C NOTE: CONTINUE FLOOR FINISH AND WALL PAINT BEHIND ALL BATHROOM VANITIES A-4208 7 6 9 LIVING ROOM LIV KITCHEN KIT BEDROOM BR BATHROOM BA FURNACE FR STORAGE STO DINING ROOM DIN BEDROOM BR 20 201920 REFP A-420 4 5 5' - 11"5' - 4"4' - 4"8"4' - 0"9' - 8"2' - 6"4' - 6 3/4"2' - 10" CL-4 ENT CL-1 LIN BR CL-2 BA W4 CL-4 BR BA LIN BR CL-2 A-4206 7 8 9 BATHROOM BA BEDROOM BR BEDROOM BR HALL HL 20 20 19DN 1' - 8"10' - 8"4' - 4"6' - 0"8' - 0"2' - 10" 2' - 6" W5 UP BA CL-2 FUR CL-1 ENT-1 W4 LIVING ROOM LIV POWDER ROOM PDR FURNACE FR STORAGE STO KITCHEN KIT 20 4' - 8"6' - 0"TO NOSING4' - 6"3' - 0"6' - 0"6' - 4"2' - 6"1' - 4"W3 REFP A-420 4 5 W5 30" VANITY4 A-421 FIRST FLOOR - TNHS +14' - 0" SECOND FLOOR - TNHS +23' - 7 7/8" T. PLATE BASEMENT- TNHS +12' - 4 1/2" T. PLATE FIRST - TNHS +22' - 0 3/8" T. PLATE SECOND - TNHS +31' - 8 1/4" T. ROOF DECK - TNHS +33' - 3"3' - 6"1X WOOD STOOL AND APRON 15R @ 7.63"9' - 7 7/8"HEAD HEIGHT6' - 8"14T @ 10" 11' - 8" NOTE: STAINED TREADS AND PAINTED RIDERS/STRINGERS AT TNHS STAIR A-421 5 A-421 6 SECTION 06 20 23 - INTERIOR FINISH CARPENTRY / SECTION 12 36 23.13 - PLASTIC-LAMINATE CLAD COUNTERTOPS PLASTIC LAMINATE (PLAM) PLAM FORMICA COLOR: TO BE SELECTED FROM MFR FULL RANGE COUNTER BRACKETS COLOR PRIMED FOR PAINT, PAINT TO MATCH WALL, SEMI-GLOSS SECTION 06 64 00 - PLASTIC PANELING PLASTIC PANELING AND FIBER REINFORCED PANELS (FRP) FRP WHITE SECTION 09 51 13 - ACOUSTICAL PANEL CEILINGS ACOUSTICAL CEILINGS (ACT) ACT ARMSTRONG FINE FISSURED #1732 SECTION 09 65 13 - RESILIENT BASE AND ACCESSORIES VINYL BASE (VB/RB) VB/RB FLEXCO, COLOR TO BE SELECTED FROM MFR FULL RANGE SECTION 09 65 19 - RESILIENT TILE FLOORING VINYL COMPOSITION TILE (VCT) VCT ARMSTRONG COLOR - COOL WHITE 51899 VINYL TILE, VINYL PLANK (LVT) LVT J&J FLOORING LVT CLASSICS - COLOR: NOTABLE 1000 (UNIT LIVING AREAS) SECTION 09 91 13 - EXTERIOR PAINTING & SECTION 09 91 23 - INTERIOR PAINTING PAINT (PT) PT-1 TBD (UNIT WALL PAINT) PT-2 TBD (TRIM/DOORS AND FRAMES) PT-2 TBD (COMMON AREA WALL PAINT) PT-3 TBD (CEILING PAINT) WALLS – SCRUBBABLE EGGSHELL, DOORS, FRAMES AND TRIM – SEMI-GLOSS, CEILINGS/SOFFITS – FLAT SECTION 12 21 13 - HORIZONTAL WINDOW BLINDS WINDOW TREATMENTS (WT) WT HORIZONTAL LOUVER BLINDS, COLOR: TBD (UNIT WINDOWS) CORDLESS TYPE SECTION 12 35 30 - RESIDENTIAL CASEWORK MFR:SMART CABINET - DOOR STYLE: LEXINGTON - MAPLE SLATE MATERIAL LIST 1/4" ROUND SHIM SPACE HEADER - SEE STRUCTURAL DRAWINGS 5/8" GYP BD. WHEN INDICATED 1 1/4" WOOD NOSING PIECE 3/4" WOOD RISER4"1"SEE SECTIONSEE SECTION 1" *PROVIDE (6) FASTENERS AT TOP RISER TO FLOOR FRAMING (2) ADJACENT TO EACH STRINGER & (2) CENTER OF RISER 3/4"x3/4" HARDWOOD COVE #HWM-101 5/4" WOOD NOSING PIECE 1 x WOOD RISER 5/8" GYP. BD. 2X NAILER AT BASE OF STAIR. COPE STRINGERS TO ACCEPT CONT CLEAT 1"SEE SECTIONSEE SECTION 1" 3/4"x3/4" HARDWOOD COVE #HWM-101 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 1:58:07 PMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_erikr.rvt15225.00 ESR Enlarged Unit Plans EJG ESR A-421 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY 1/4" = 1'-0"1 2 BR UNIT - TYPE A 1/4" = 1'-0"2 2 BR TNHS - SECOND FLOOR 1/4" = 1'-0"3 2 BR TNHS - FIRST FLOOR ROOM FINISH SCHEDULE - UNITS ROOM NUMBER ROOM NAME FLOOR WALL CEILING FINISH REMARKS DOOR NUMBERMATERIAL FINISH BASE WEST NORTH SOUTH EAST MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH BA BATHROOM NOTE 1 SV RB GYP PT GYP PT GYP PT GYP PT GYP BA BR BEDROOM NOTE 1 LVT RB GYP PT GYP PT GYP PT GYP PT GYP BR DIN DINING ROOM NOTE 1 LVT RB GYP PT GYP PT GYP PT GYP PT GYP DIN FR FURNACE NOTE 1 VCT RB GYP PT GYP PT GYP PT GYP PT GYP FR HL HALL NOTE 1 LVT RB GYP PT GYP PT GYP PT GYP PT GYP HL KIT KITCHEN NOTE 1 LVT RB GYP PT GYP PT GYP PT GYP PT GYP KIT LIV LIVING ROOM NOTE 1 LVT RB GYP PT GYP PT GYP PT GYP PT GYP LIV PDR POWDER ROOM NOTE 1 SV RB GYP PT GYP PT GYP PT GYP PT GYP PDR STO STORAGE NOTE 1 LVT RB GYP PT GYP PT GYP PT GYP PT GYP STO 1/4" = 1'-0"4 TNHS STAIR SECTION NOTE 1: ROOMS AT THE LOWER LEVEL HAVE CONCRETE FLOOR MATERIAL. ALL OTHER WOOD/GYPSUM UNDERLAYMENT 1 1/2" = 1'-0"5 TNHS STAIR DETAIL @ LANDING - TOP 1 1/2" = 1'-0"6 TNHS STAIR DETAIL @ LANDING - BOTTOM F NV NARROW VISION DOOR BK WOOD DOORS BASIS OF DESIGN: MASONITE EXPO WEST END BERKLEY SEE SCH FG FULL GLASS DOORSSEE SCHEDULESEE SCHEDULESEE SCH 48" 25" 4"6"SEE SCHSEE SCH SEE SCH SEE SCHEDULESEE SCH SEE SCHEDULE5"5"10"GL TNHS ENTRY DOOR BASIS OF DESIGN: THERMA TRU PULSE5"1 HM FRAME 3 PREHUNG FG FRAME WITH SIDELITE 2"2"2"2 PREHUNG WOOD DOOR FRAME 4' - 0" 5" WD CASING. PAINT PREHUNG WD DOOR FRAME DOOR 1/2" RESILIENT CHANNELS (WHEN INDICATED BY PARTITION TYPE) 5" 2" HM FRAME SCHWALL ASDOOR SCHWALL ASJ-1 TYPICAL INTERIOR JAMB DETAIL J-2 TYPICAL PREHUNG DOOR JAMB DETAIL WD CASING. PAINT PREHUNG FG DOOR FRAME DOOR J-3 TYPICAL PREHUNG EXT DOOR JAMB DETAIL (MASONRY) J-4 TYPICAL PREHUNG EXT DOOR JAMB DETAIL (FIBER CEMENT)EXT WALLPREHUNG FG FRAME FIBER CEMENT SIDING ALUM EDGE TRIM BACKER ROD AND SEALANT SELF ADHERED FLEXIBLE FLASHING WD CASING. PAINT DOOR GROUND FACE MASONRY VENEER BACKER ROD AND SEALANT 18 GAUGE GALV CORRUGATED WALL TIES @ 16" OC VERT 2' - 0"3' - 6"5' - 0"2' - 0"5' - 0"3' - 0"4' - 0"5' - 0"W1 W2 W3 W4 SINGLE HUNG SINGLE HUNG SINGLE HUNG FACTORY MULLED SINGLE HUNG DOUBLE 2' - 4"1' - 8"HEAD HEIGHT7' - 0"NOTE: ALL WINDOWS TO HAVE FACTORY INSTALLED OPENING CONTROL DEVICES. FIBER CEMENT PANELS AND ALUM EDGE TRIM SEE WALL SECTIONS FOR TYPICAL WALL CONSTRUCTION GYP BD RETURN BEYOND SELF ADHERING FLEXIBLE FLASHING 1x WD STOOL AND WM 324 APRON 1 1/2" (R-6) INSULATED SHEATHING PANEL WITH INTEGRAL WEATHER BARRIER. WD STOOL BELOW SEE WALL SECTIONS FOR TYPICAL WALL CONSTRUCTION FIBER CEMENT PANELS AND ALUM EDGE TRIM 1 1/2" (R-6) INSULATED SHEATHING PANEL WITH INTEGRAL WEATHER BARRIER. SELF ADHERING FLEXIBLE FLASHING GYP RETURN BEYOND SEE WALL SECTIONS FOR TYPICAL WALL CONSTRUCTION FIBER CEMENT PANELS AND ALUM EDGE TRIM 1 1/2" (R-6) INSULATED SHEATHING PANEL WITH INTEGRAL WEATHER BARRIER. SELF ADHERING FLEXIBLE FLASHING METAL FLASHING WITH DRIP CELL VENT WEEPSSEE WALL SECTIONS FOR TYPICAL WALL CONSTRUCTION GYP BD RETURN BEYOND 1x WD STOOL AND WM 324 APRON SELF ADHERING FLEXIBLE FLASHING. TURN UP AT JAMBS FORM PAN. 1 1/2" (R-6) INSULATED SHEATHING PANEL WITH INTEGRAL WEATHER BARRIER. CAST STONE LUG SILL 8' - 4"6' - 4"2' - 1"3' - 3" 2' - 1"3' - 3" I-1 I-1 I-1 I-1 I-1 I-1 I-1 7' - 0"5' - 4"1' - 0"SF1 ALUM STOREFRONT 3' - 0" These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 201860499/13/2019 1:58:10 PMC:\1-Local Revit Models 2019\15225_Elm Street Apartments_Central_erikr.rvt15225.00 ESR Door and Window Schedule and Details EJG ESR A-601 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 209 Elm Street, Ithaca NY DOOR SCHEDULE - COMMON DOORS DOOR # DOOR FRAME HARDWARE LABEL THRESHOLD REMARKS DOOR #LEAFS SIZE TYPE MATERIAL FINISH GLASS ELEVATION JAMB MATERIAL FINISHWIDTH HEIGHT THICK 141 3' - 0" 7' - 0" 1 3/4" F WD PT - 1 J-1 HM PT 201 20 MIN 141 144 3' - 0" 7' - 0" 1 3/4" F WD PT - 1 J-1 HM PT 201 20 MIN 144 145 3' - 0" 7' - 0" 1 3/4" F WD PT - 1 J-1 HM PT 202 -145 146 3' - 0" 7' - 0" 1 3/4" F WD PT - 1 J-1 HM PT 202 -146 147 3' - 0" 7' - 0" 1 3/4" NV WD PT S-2 1 J-1 HM PT 201 20 MIN 147 150 3' - 0" 7' - 0" 1 3/4" F WD PT - 1 J-1 HM PT 201 20 MIN 150 ST01 3' - 0" 7' - 0" 2" FG ALUM ANOD I-1 SF1 ALUM ANOD 100 -ST01 ST01A 3' - 0" 7' - 0" 1 3/4" F WD PT - 1 J-1 HM PT 200 60 MIN ST01A ST01B 3' - 0" 7' - 0" 1 3/4" F WD PT - 1 J-1 HM PT 200 60 MIN ST01B ST01C 3' - 0" 7' - 0" 1 3/4" F WD PT - 1 J-1 HM PT 300 60 MIN ST01C ST01D 3' - 0" 7' - 0" 1 3/4" F WD PT - 1 J-1 HM PT 300 60 MIN ST01D ST01E 3' - 0" 7' - 0" 1 3/4" F WD PT - 1 J-1 HM PT 300 60 MIN ST01E ST01F 3' - 0" 7' - 0" 1 3/4" F WD PT - 1 J-1 HM PT 300 60 MIN ST01F ST02 3' - 0" 7' - 0" 2" FG ALUM ANOD I-1 SF1 ALUM ANOD 100 -ST02 ST02A 3' - 0" 7' - 0" 1 3/4" F WD PT - 1 J-1 HM PT 200 60 MIN ST02A ST02B 3' - 0" 7' - 0" 1 3/4" F WD PT - 1 J-1 HM PT 200 60 MIN ST02B ST02C 3' - 0" 7' - 0" 1 3/4" F WD PT - 1 J-1 HM PT 300 60 MIN ST02C ST02D 3' - 0" 7' - 0" 1 3/4" F WD PT - 1 J-1 HM PT 300 60 MIN ST02D ST02E 3' - 0" 7' - 0" 1 3/4" F WD PT - 1 J-1 HM PT 300 60 MIN ST02E ST02F 3' - 0" 7' - 0" 1 3/4" F WD PT - 1 J-1 HM PT 300 60 MIN ST02F DOOR TYPES DOOR SCHEDULE - UNIT DOORS DOOR # DOOR FRAME HARDWARE LABEL THRESHOLD REMARKS DOOR #LEAFS SIZE TYPE MATERIAL FINISH GLASS ELEVATION JAMB MATERIAL FINISHWIDTH HEIGHT THICK BA 3' - 0" 7' - 0" 1 3/8" BK WD PT 2 WD PT BA BR 3' - 0" 7' - 0" 1 3/8" BK WD PT 2 WD PT BR CL-1 2' - 8" 7' - 0" 1 3/8" BK WD PT 2 WD PT CL-1 CL-2 2 4' - 0" 7' - 0" 1 3/8" BK WD PT 2 WD PT CL-2 CL-3 2 4' - 8" 7' - 0" 1 3/8" BK WD PT - 2 J-2 WD PT 402 -CL-3 CL-4 3' - 0" 7' - 0" 1 3/8" BK WD PT 2 WD PT CL-4 ENT 3' - 0" 7' - 0" 1 3/4" F WD PT 1 HM PT ENT ENT-1 3' - 0" 7' - 0" 1 3/4" GL FG PT PER MFR 3 J-3/J-4 FG PT 301 -ENT-1 FUR 2' - 8" 7' - 0" 1 3/8" BK WD PT 2 WD PT FUR LIN 1' - 6" 7' - 0" 1 3/8" BK WD PT 2 WD PT LIN FRAME ELEVATIONS JAMB DETAILSWINDOW TYPES 1 1/2" = 1'-0"1 WINDOW SILL - FIBER CEMENT 1 1/2" = 1'-0"2 WINDOW JAMB - FIBER CEMENT 1 1/2" = 1'-0"3 WINDOW HEAD - FIBER CEMENT 1 1/2" = 1'-0"1A WINDOW SILL - MASONRY SYMBOL DESCRIPTION ABBREVIATIONS AND TAGSLINETYPE LEGEND SYMBOL DESCRIPTION MV MIXING VALVE PD PUMP DISCHARGE ESS EMERGENCY SAFETY SHOWER BACKFLOW PREVENTERBFP RPZ REDUCED PRESSURE ZONE FDC FIRE DEPARTMENT CONNECTION FIRE PROTECTION CONTRACTORFPC VTR VENT THROUGH ROOF AFF ABOVE FINISHED FLOOR FS FLOOR SINK WPCO WALL PLATE CLEANOUT WMF WASHING MACHINE FITTING TF TRUCK FILL HR HOSE REEL ERL EXISTING TO RELOCATE EXISTING TO REMAINETR PLUMBING CONTRACTORPC (E)EXISTING EC ELECTRICAL CONTRACTOR GC GENERAL CONTRACTOR NC NORMALLY CLOSED NO NORMALLY OPEN MC MECHANICAL CONTRACTOR NTS NOT TO SCALE POINT OF CONNECTION POINT OF DISCONNECTION REMOVAL KEYNOTE INSTALLATION KEYNOTE EEW EMERGENCY EYEWASH STATION WH WALL HYDRANT HB HOSE BIBB BT BATHTUB EWC ELECTRIC WATER COOLER FD FLOOR DRAIN DCDA DOUBLE CHECK DETECTOR ASB LAV LAVATORY MSS MOP SERVICE SINK PUMPP SHR SHOWER SK SINK UR URINAL WC WATER CLOSET COLD WATER PIPING (C) PIPING SYMBOLS SYMBOL DESCRIPTION * NOTE : THIS IS A STANDARD SYMBOLS LIST AND ALL ITEMS SHOWN MAY NOT BE USED. RPDA REDUCED PRESSURE DETECTOR ASB DCVA DOUBLE CHECK VALVE ASB DPCO DECK PLATE CLEANOUT CO CLEANOUT DWH DOMESTIC WATER HEATER COTG CLEANOUT TO GRADE HOT WATER RECIRCULATION PIPING -140° (HWR 140) HOT WATER PIPING -140° (HWS 140) SANITARY OR WASTE PIPING (SAN OR W) HOT WATER PIPING (H) HW RECIRCULATION PIPING (HWR) STORM PIPING (ST) IW INDIRECT WASTE PIPING (IW) DIRECTION OF FLOW EXISTING PIPING PIPING TO BE REMOVED 140 140 W WATER MAIN (EXTERIOR) TW TEMPERED WATER PIPING (TW) VENT PIPING (V) DECK PLATE CLEANOUT (DPCO) RUNNING TRAP ROOF DRAIN (RD) SHOWER HEAD WH WALL HYDRANT SA-_SHOCK ABSORBER (SA) ROLL DOWN NEEDLE VALVE BUTTERFLY VALVE PLUG VALVE RELIEF VALVE REGULATOR ANGLE VALVE BALANCE VALVE DROP CONNECTION STRAINER CLEANOUT (CO) CAP OR PLUG UNION P-TRAP THERMOMETER PRESSURE GAGE AQUASTAT HB HOSE BIBB FIRE HYDRANT SHUT OFF VALVE CHECK VALVE PRESSURE REGULATING VALVE TS VALVE WITH TAMPER SWITCH FS FLOW SWITCH ELBOW UP, ELBOW DOWN FLOOR DRAIN (FD) PUMP MANUAL AIR VENT TEE -BOTTOM CONNECTION TEE -TOP CONNECTION SPOOL PIECE REDUCER GATE VALVE GLOBE VALVE PRESSURE RELIEF VALVE PRESSURE REDUCING VALVE FLEXIBLE CONNECTION MV FC TEMPERATURE SWITCHTS PRESSURE SWITCHPS AUTOMATIC AIR VENTAV These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 20186049 TURNER E N G I N E E R I N G , P C One Woodbury Boulevard Rochester, NY 14604 585.381.3360 Tel 15225.00 209 Elm Street, Ithaca NY9/11/2019 1:10:45 PMM:\CWA\Revit backups\19173 - Elm Street Apartments - TE_cahearn2Q4C9.rvtTAM Plumbing General Notes, Legends, and Schedules DDT CWA P-001 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 Project No. 19173 PLUMBING GENERAL NOTES A PLUMBING CONTRACTOR SHALL REQUEST A COMPLETE SET OF BID DOCUMENTS (DRAWINGS AND SPECIFICATIONS) INCLUDING BUT NOT LIMITED TO, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, CIVIL, FIRE PROTECTION, ETC. FOR BIDDING AND COORDINATION PURPOSES. B INCLUDE IN PLUMBING BID ALL LABOR, MATERIALS, TOOLS, PLANT, TRANSPORTATION, EXCAVATION, EQUIPMENT, INSURANCE, TEMPORARY PROTECTION, PERMITS, INSPECTIONS, TAXES AND ALL NECESSARY AND RELATED ITEMS REQUIRED TO PROVIDE COMPLETE AND OPERATIONAL PLUMBING SYSTEMS SHOWN AND DESCRIBED. PROVIDE ALL SCAFFOLDING, RIGGING, HOISTING AND SERVICES NECESSARY FOR ERECTION AND DELIVERY OF EQUIPMENT AND APPARATUS FURNISHED INTO THE PREMISES. THESE ITEMS SHALL BE REMOVED FROM PREMISES WHEN NO LONGER REQUIRED. C REFERENCES TO CODES AND STANDARDS CALLED FOR IN THE CONTRACT DOCUMENTS MEAN THE LATEST EDITION, AMENDMENT AND REVISIONS TO THE CODES AND STANDARDS IN EFFECT ON THE DATE OF THESE CONTRACT DOCUMENTS, UNLESS OTHERWISE NOTED. D THE DRAWINGS ARE DIAGRAMMATIC. DRAWINGS SHOW APPROXIMATE LOCATIONS OF EQUIPMENT, AND FIXTURES. COORDINATE ALL PLUMBING AND SYSTEMS, EQUIPMENT, AND MATERIALS INSTALLATION WITH ALL OTHER BUILDING COMPONENTS. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CHANGES IN OPENINGS AND LOCATIONS NECESSITATED BY THE EQUIPMENT INSTALLED. THE ARCHITECTURAL DRAWINGS SHALL INDICATE THE PLACEMENT OF ALL WALL AND CEILING MOUNTED PLUMBING EQUIPMENT AND DEVICES IN ALL ROOMS WITH THE EXCEPTION OF MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS. EXACT LOCATIONS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER AND OWNER'S REPRESENTATIVE. E DUE TO SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, CHANGES IN ELEVATION, ETC. VERIFY FINAL LOCATIONS FOR ROUGH-INS WITH FIELD MEASUREMENTS AND WITH THE EQUIPMENT BEING CONNECTED. VERIFY EXACT LOCATION AND ELEVATIONS AT WORK SITE PRIOR TO ANY ROUGH IN WORK. DO NOT SCALE PLANS. IF FIELD CONDITIONS, DETAILS, CHANGES IN EQUIPMENT OR SUBMITTAL INFORMATION REQUIRE A SIGNIFICANT CHANGE TO THE ORIGINAL DOCUMENTS, CONTACT THE ENGINEER AND OWNER'S REPRESENTATIVE FOR APPROVAL BEFORE PROCEEDING. COORDINATE WORK WITH OTHER TRADES AND DETERMINE EXACT ROUTING OF ALL DUCT, PIPE, CONDUIT, ETC., BEFORE FABRICATION AND INSTALLATION. ARRANGE FOR ALL CHASES, SLOTS AND OPENINGS IN OTHER BUILDING COMPONENTS THAT ARE NOT INDICATED ON DRAWINGS, TO ALLOW FOR PLUMBING INSTALLATIONS. COORDINATE WITH ARCHITECTURAL DRAWINGS. VERIFY WITH ENGINEER AND OWNER'S REPRESENTATIVE EXACT LOCATION OF ALL EQUIPMENT IN FINISHED AREAS, SUCH AS THERMOSTATS, FIXTURE AND SWITCH MOUNTING HEIGHTS, AND EQUIPMENT MOUNTING HEIGHTS. F PROVIDE ALL NECESSARY PIPING, CONNECTIONS, ACCESSORIES, SUPPORTS, HANGERS, ANCHORS, WIRING AND CONTROLS FOR COMPLETE AND FUNCTIONAL INSTALLATION OF ALL THE ITEMS PROVIDED UNDER THIS CONTRACT. G PROVIDE ALL REQUIRED EXCAVATION, BACKFILL AND COMPACTION FOR UNDERGROUND AND UNDERSLAB WORK. H SLEEVE ALL PENETRATIONS THROUGH OUTSIDE OR FOUNDATION WALLS WATERTIGHT. I UNLESS OTHERWISE NOTED, PITCH ALL SANITARY PIPING AT 1/4” PER FOOT. J FIRESTOP ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. REFER TO ARCHITECTRUAL DRAWINGS FOR LOCATIONS AND RATING OF ALL FIRE RATED ASSEMBLIES. K CEILING HEIGHTS WILL NOT BE ADJUSTED DUE TO LACK OF COORDINATION BETWEEN TRADES PRIOR TO INSTALLATION. L FIELD VERIFY EXACT LOCATION, COMPOSITION AND CONDITION OF ALL SITE PIPING, VALVES AND SYSTEMS AS REQUIRED FOR WORK OF THE CONTRACT. M ALL WATER CLOSETS SUPPLY LINES TO BE ROUGHED AT 8" A.F.F. WHERE 6" FLOORING BASE IS USED. WATER CLOSET FLUSH LEVERS SHALL FACE THE OPEN SIDE OF THE ROOM AT ALL LOCATIONS. N PROVIDE SUBMITTALS FOR ALL ITEMS SPECIFIED ON THIS DRAWING. O PENETRATIONS GREATER THAN 1” DIAMETER THROUGH BRACED WALL PANELS WHICH BREAK THE SILL PLATE, DOUBLE TOP PLATE, AND/OR STUDS ARE PROHIBITED. SEE 3/S-503 FOR SIZE LIMITATIONS AND BLOCKING REQUIREMENTS FOR ALL HORIZONTAL PENETRATIONS THROUGH BRACED WALL PANEL SHEATHING. SHOULD CONFLICTS OCCUR, CONTRACTOR SHALL NOTIFY STRUCTURAL ENGINEER OF RECORD IMMEDIATELY FOR REMEDIAL ACTION. PLUMBING FIXTURE SCHEDULE TAG ITEM WASTE VENT CW HW FITTINGS/ACCESSORIES ITEM DESCRIPTION MANUFACTURER & MODEL # WC-A WATER CLOSET - FLOOR MOUNT 3" 2" 1" NA --FLOOR MOUNT TANK TOILET FIXTURE, VITREOUS CHINA, 1.28 GPF AMERICAN STANDARD COLONY 221AB.104 LAV-A LAV - INTEGRAL BOWL 1 1/2" 1 1/2" 1/2" 1/2" DELTA MODEL 2523LF INTEGRAL BOWL; 1.2 GPM SEE ARCHITECTURAL DRAWINGS SK-A SINK - KITCHEN (ADA) 1 1/2" 1 1/2" 1/2" 1/2" MOEN CHATEAU 67430 18 GA, 304 SS; DROP-IN; ADA COMPLIANT; 1.5 GPM ELKAY MODEL LRADQ332155 SK-B SINK - KITCHEN 1 1/2" 1 1/2" 1/2" 1/2" MOEN CHATEAU 67430 18 GA, 304 SS; DROP-IN; 1.5 GPM ELKAY MODEL LR3321 SK-C SINK - LAUNDRY 2" 1 1/2" 1/2" 1/2" DELTA MODEL 2131LF LAUNDRY/UTILITY TUB, 18 GALLON CAPACITY, EXTRA DEEP 13" TUB WITH SMOOTH SURFACE; INTEGRALLY MOLDED DRAIN MUSTEE MODEL 18F BT-A BATH TUB 2" 1 1/2" 1/2" 1/2" SYMMONS ORIGINS 9606-PLR 60" TUB/SHOWER WITH 18" APRON & LEFT OR RIGHT HAND DRAIN CLARION INDEPENDENCE LINE MP7911 SHR-A ADA SHOWER 2" 1 1/2" 1/2" 1/2" SYMMONS ORIGINS 9605-PLR 63" BARRIER FREE SHOWER WITH 3/4" THRESHOLD & CENTER DRAIN CLARION INDEPENDENCE LINE MP6333BF34 MSS-A MOP SERVICE SINK 2" 2" 1/2" 1/2" CHICAGO MODEL 897-MPRCF MUSTEE MODEL 63M FD-A FLOOR DRAIN SEE PLANS SEE PLANS NA NA JAY R SMITH 2692 TRAP GUARD JAY R SMITH 2005C DCPO DECK PLATE CLEANOUT SEE PLANS NA NA NA --JAY R SMITH 4023 WPCO WALL PLATE CLEANOUT SEE PLANS NA NA NA --ZURN MODEL Z-1441-BP-VP EEW-A WALL MOUNTED EYEWASH 1 1/2" SEE PLANS 1/2" NA POWERS ES15011 MIXING VALVE GUARDIAN G5026BP LT-A LINT INTERCEPTOR 4" SEE PLANS NA NA --JAY R SMITH 8910-20 WH-A NON-FREEZE WALL HYDRANT NA NA 3/4" NA --JAY R SMITH 5560QT RD-A ROOF DRAIN 3" NA NA NA --CI, DUAL OUTLET ROOF DRAIN ZURN MODEL Z103-45-C-MS WMB-A WASHING MACHINE BOX 2" SEE PLANS 1/2" 1/2" --GUY GRAY B200 PLUMBING EXPANSION TANK SCHEDULE TAG LOCATION SERVICE CAPACITY (GAL) DIAMETER (IN) HEIGHT (IN)MANUFACTURER & MODEL #NOTES PET-1 WATER 145 HW 26 16 34 THRUSH TTA-60 WATER HEATER SCHEDULE TAG LOCATION INPUT (BTUH) RECOVERY (GPH) TEMP RISE (°F) CAPACITY (GAL) VENT (IN)MANUFACTURER & MODEL #NOTES HW-1 WATER 145 199,900 235 100 100 4 AO SMITH BTH-199(A) 1 HW-2 WATER 145 199,900 235 100 100 4 AO SMITH BTH-199(A) 1 HOT WATER RECIRCULATION PUMP SCHEDULE TAG LOCATION SERVICE GPM HEAD FT WATER MOTOR PUMP TYPE MANUFACTURER & MODEL #NOTESHPVOLTPHASERPM HWRP-1 WATER 145 HWR 13 7.5 1/6 115 1 4600 IN-LINE BELL & GOSSETT NBF-25 1, 2 NOTES: 1. PROVIDE AQUASTAT PER 2015 INTERNATIONAL ENERGY CONSERVATION CODE. 2. AUTOMATIC TIME SWITCHES SHALL BE INSTALLED PER THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE. NOTES: 1. WATER HEATER SHALL HAVE ADJUSTABLE TEMPERATURE CONTROLS. SHOCK ABSORBER SCHEDULE NO.FIX. UNIT RATING SIZE (IN)FDI SYMBOL A 1-11 3/4 A B 12-32 1 B C 33-60 1 C D 61-113 1 D E 114-154 1 E F 155-330 1 F P-002 2 144 RPZ 3 P-002 4 P-002 8" FLOOR DRAIN FIRST FLOOR -WEST +14' -0" LOWER LEVEL -WEST +3' -4" T. PLATE BASEMENT -WEST +12' -0 1/2" 4" COMBINED SERVICE INTO BUILDING 4" TO FIRE PROTECTION SERVICE 2 1/2" C TO BUILDING 2" WATTS LF909M1- QT-S RPZ 4" IW TO FLOOR DRAIN 2" MASTER METER OCTAVE 1 2 2 1/2"C2 1/2"2' - 0"4' - 0"WATTS LF223 PRESSURE REDUCING VALVE SET TO 85 PSI OUTLET PRESSURE FIRST FLOOR -WEST +14' -0" LOWER LEVEL -WEST +3' -4" T. PLATE BASEMENT -WEST +12' -0 1/2" 4" FP TO FDC 4" WET PIPE TO BUILDING 4" GLOBE UMC 4" WATTS 909RPDA 4" COMBINED SERVICE INTO BUILDING 8" IW TO FLOOR DRAIN 2" MAIN DRAIN TO FLOOR DRAIN 1 T TTF T FLOW SWITCH TAMPER SWITCH (TYP. 4) 2 1/2" C TO DOMESTIC SERVICE These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 20186049 TURNER E N G I N E E R I N G , P C One Woodbury Boulevard Rochester, NY 14604 585.381.3360 Tel 15225.00 209 Elm Street, Ithaca NY9/11/2019 1:10:48 PMM:\CWA\Revit backups\19173 - Elm Street Apartments - TE_cahearn2Q4C9.rvtTAM Backflow Prevention Plan DDT CWA P-002 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 Project No. 19173 203-209 ELM STREET ITHACA, NY 14850 GENERAL RPZ INSTALLATION NOTES A BACKFLOW PREVENTER SHALL HAVE NO LESS THAN 30” FRONT CLEARANCE TO ACCESS DEVICE. B BACKFLOW PREVENTER SHALL HAVE NO LESS THAN 8” BETWEEN BACK OF DEVICE AND WALL OR NEAREST OBSTRUCTION. C INSTALLED CENTERLINE OF BACKFLOW PREVENTER SHALL BE NO LESS THAN 30” A.F.F. AND NO GREATER THAN 60” A.F.F. D BACKFLOW PREVENTERS SHALL HAVE NO LESS THAN 18” CLEAR BETWEEN BOTTOM OF RELIEF VALVE AND FLOOR TO PREVENT SUBMERSION AND FACILITATE VALVE SERVICING. E NO LESS THAN 12” SHALL REMAIN CLEAR ABOVE DEVICES TO FACILITATE VALVE SERVICE AND TESTING. F 2 1/2” DOMESTIC WATER SERVICE SHALL BE TYPE K COPPER PIPING WITH MECHANICAL JOINTS APPROVED FOR WATER SERVICE USE. G COORDINATE ALL WATER SERVICE WORK WITH THE WATER PURVEYOR H SOLDERED JOINTS SHALL NOT BE PERMITTED FROM THE CURB VALUE TO THE INSIDE SHUT-OFF VALVE. I ALL MATERIAL BEFORE THE BACKFLOW PREVENTER SHALL BE BRASS, COPPER, OR CEMENT LINED DUCTILE IRON AND BE MECHANICALLY JOINED. J BACKFLOW PREVENTOR SHALL BE INSTALLED SO ALL TESTING PORTS WILL BE TOP OR FRONT SIDE OF DEVICE. K ALL MATERIAL BEFORE THE BACKFLOW PREVENTER SHALL BE NO LESS THAN 18” A.F.F. AND NO GREATER THAN 40” A.F.F. L ALL EXPOSED PIPING UPSTREAM OF BACKFLOW PREVENTER GREATER THAN 10’ IN LENGTH MUST BE LABELED “FEED LINE TO BACKFLOW PREVENTER – DO NOT TAP” AT 5’ INTERVALS. M PROVIDE INSECT SCREEN ON ALL INDIRECT WASTE (IW) LINES TERMINATED ABOVE GROUND. N THE OWNER SHALL KEEP SIDEWALK CLEAR OF SNOW AND ICE BY SHOVELING OR USE OF THE RADIANT SIDEWALK SNOWMELT SYSTEM. O ALL PIPING SHALL BE ADEQUATELY SUPPORTED FROM THE SIDEWALL USING 1/4” THREADED ROD AND ANCHORS. P THOROUGHLY FLUSH ALL WATER LINES PRIOR TO PUTTING THE DEVICE IN. Q DESIGN BASED ON ASSUMPTION THAT SUPPLY FROM STREET IS 4” HUB AND SPIGOT CAST IRON OR OTHER APPROVED MATERIAL. R AIR GAP FITTINGS ARE NOT ALLOWED. S VICTAULIC FITTINGS SHALL NOT BE USED UPSTREAM OF THE BACKFLOW PREVENTER. 3/32" = 1'-0"1 LOWER LEVEL - RPZ LOCATION 1/2" = 1'-0"2 ENLARGED RPZ ROOM PLAN - PLUMBING BACKFLOW PREVENTION DRAWING NOTES 1 PROVIDE 4" AIR GAP. 2 DOMESTIC WATER BYPASS VALVE LOCKED IN THE CLOSED POSITION. 1/2" = 1'-0"3 RPZ ELEVATION 1/2" = 1'-0"4 RPDA ELEVATION # 1 2 2 2 2 2 2 2 2 2 3 3 33 3 3 3 3 3 3 4 5 5 5 5 6 6 6 7 7 7 7 7 7 7 88 9 9 9 9 9 9 9 10 10 10 10 11 1313 14 14 14 14 14 14 14 14 14 14 1414 15 15 15 15 15 14 8 6 12 16 LT-A 3 9 6 8"SAN8" 3"SAN3" 3"SAN3" 8"SAN8" 4"SAN4" 8"SAN8"3"SAN3"4"SAN4" 4"SAN4" 3"SAN3" 3"SAN3" 2 1/2"SAN2 1/2" 3"SAN3" 2 1/2"SAN2 1/2" 4"SAN4" 2 1/2"SAN2 1/2" 3"SAN3" 3"SAN3" 4"SAN4" 3"SAN3" 3"SAN3" 4"SAN4" 3"SAN3" 4"SAN4" 2 1/2"SAN2 1/2" 3"SAN3" 3"SAN3" 4"SAN4" 4"SAN4" 2 1/2"SAN2 1/2" 3"SAN3" 4"SAN4" 3"SAN3" 2 1/2"SAN2 1/2" 3"SAN3" 2 1/2"SAN2 1/2" 6 INVERT = 9.00' BELOW EAST SIDE BASEMENT F.F. 8"SAN8" 4"SAN4" 9 9 3"SAN3" 4"SAN4" 8"SAN8" 8"SAN8" 17 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.:20186049 TURNER E N G I N E E R I N G , P C One Woodbury Boulevard Rochester, NY 14604 585.381.3360 Tel 15225.00 209 Elm Street, Ithaca NY9/16/2019 8:13:39 AMM:\CWA\Revit backups\19173 - Elm Street Apartments - TE_cahearn2Q4C9.rvtTAM Foundation Plan - Plumbing DDT CWA P-100 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 Project No. 19173 3/16" = 1'-0"1 FOUNDATION PLAN - PLUMBING P-100 PLUMBING DRAWING NOTES 1 PROVIDE 1 1/2" SAN UP. 2 PROVIDE 1 1/2" SAN UP TO LAV/SINK FIXTURE. 3 PROVIDE 2” SAN UP. 4 PROVIDE 2” SAN WITH P-TRAP UP TO MSS-A. 5 PROVIDE 2” SAN WITH P-TRAP UP TO BT-A. 6 PROVIDE 3” SAN UP. 7 PROVIDE 3” SAN WITH P-TRAP UP TO FD-A. 8 PROVIDE 4” SAN UP. 9 PROVIDE 4” SAN UP TO DPCO. 10 PROVIDE 4” SAN UP TO WC-A. 11 PROVIDE 4” SAN UP FOR WASHING MACHINES. 12 PROVIDE 8" SAN WITH P-TRAP UP TO FD-A. 13 PROVIDE 1 1/2” V DOWN FROM ISLAND SINK ABOVE. 14 PROVIDE 1 1/2" V UP. 15 PROVIDE 2” V UP. 16 PROVIDE 4" V UP. 17 ROLL SANITARY MAIN DOWN AS REQUIRED TO MEET INVERT LEAVING THE BUILDING. # 1 8/30/19 HCR Comments 141 BLDG STOR 142 ENTRY 101 1 BR UNIT B ST01 STAIR 01 143 ENTRY 144 RPZ 102 2 BR UNIT 145 WATER 146 JANITORS 147 LAUNDRY 148 ENTRY ST02 STAIR 02 149 ENTRY 150 ELEC 104 1 BR UNIT B 103 2 BR UNIT P-420 2 P-420 3 PEX MANIFOLD LOCATION PEX MANIFOLD LOCATION 4"ST4"4"ST4" 4"C4" 1 2 3 4 4 4 5 5 55 5 5 5 5 5 5 5 5 6 6 6 7 9 10 11 6 8 13 12 14 15 21 21 16 17 18 18 19 20 22 23 24 24 25 25 LT-A 9 19 19 19 19 22 22 MASTER MIXING VALVE DPCO DPCO DPCO FD-A FD-A FD-A FD-A DPCO FD-A DPCO DPCO FD-AFD-A 1 1/2"V1 1/2" 1 1/2"V1 1/2" 1 1/2"V1 1/2" 2"V2" 2"V2" 1 1/2"V1 1/2" 2"V2" 1 1/2"V1 1/2" 4"V4" 1 1/2"V1 1/2"1 1/2"SAN1 1/2" 1 1/2"SAN1 1/2" 4"SAN4" 2"SAN2" 3"SAN3" 3"SAN3"3"SAN3" 2"SAN2" 1 1/2"V1 1/2"1 1/2"V1 1/2" 2"V2" 1 1/2"V1 1/2" 1 1/2"V1 1/2" 1 1/2"V1 1/2"2"V2" 2"V2" 2 1/2"V2 1/2" 1 1/2"V1 1/2" 2"V2" 1 1/2"V1 1/2" 1"HWR1" 1 1/2"H1 1/2"1 1/2"C1 1/2" 1 1/2"C1 1/2" 1 1/2"H1 1/2" 1"HWR1" 26 2727 2 P-420 3 P-420 SIM 20 14 14 DPCO DPCO FD-A DPCO These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.:20186049 TURNER E N G I N E E R I N G , P C One Woodbury Boulevard Rochester, NY 14604 585.381.3360 Tel 15225.00 209 Elm Street, Ithaca NY9/16/2019 8:13:43 AMM:\CWA\Revit backups\19173 - Elm Street Apartments - TE_cahearn2Q4C9.rvtTAM Lower Level Plan - Plumbing DDT CWA P-101 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 Project No. 19173 3/16" = 1'-0"1 LOWER LEVEL - PLUMBING # 1 8/30/19 HCR Comments P-101 PLUMBING DRAWING NOTES 14 PROVIDE 3” SAN UP FROM BELOW. 15 PROVIDE 3” SAN UP FROM BELOW. PROVIDE 1 1/2" V UP OFF THE TOP OF THE STACK. 16 PROVIDE 4” SAN UP FROM BELOW. 17 PROVIDE 4” SAN UP FROM BELOW. PROVIDE 2” V UP OFF THE TOP OF THE STACK. 18 PROVIDE 1 1/2" SAN UP TO LAV/SINK FIXTURE. 19 PROVIDE 2” SAN UP. 20 PROVIDE 3" SAN UP FOR BACK TO BACK WASHING MACHINES. 21 PROVIDE 3” SAN WITH P-TRAP UP TO FD-A. 22 PROVIDE 4” SAN UP. 23 PROVIDE 4” SAN UP TO WC-A. 24 PROVIDE 3” ST PRIMARY DOWN FROM ABOVE. 25 PROVIDE 4” WATER HEATER EA & OA UP. 26 COMBINE (2) 2” SAN FROM WMB INTO (1) 4” STACK. PROVIDE 4” SAN DOWN AND 2” V UP. 27 REFER TO SITE PLAN FOR CONNECTION POINT AND STORM PIPING CONTINUATION. P-101 PLUMBING DRAWING NOTES 1 PROVIDE 1/2" H&C DOWN TO MSS-A. 1/2” H RUNOUT SHALL NOT EXCEED 43 FEET IN LENGTH BETWEEN FIXTURE ISOLATION VALVE AND TEE OFF DOMESTIC HOT WATER MAIN. 2 PROVIDE 1/2" H&C DOWN TO WMB-A. 1/2" H RUNOUT SHALL NOT EXCEED 21 FEET IN LENGTH BETWEEN FIXTURE ISOLATION VALVE AND TEE OFF DOMESTIC HOT WATER MAIN. 3 PROVIDE 1/2" H&C, 1 1/2" SAN DOWN 1 1/2” V UP TO SINK. 1/2” H RUNOUT SHALL NOT EXCEED 43 FEET IN LENGTH BETWEEN FIXTURE ISOLATION VALVE AND TEE OFF DOMESTIC HOT WATER MAIN. 4 PROVIDE 1 1/2" H&C, 1” HWR UP. 5 PROVIDE 1 1/2" V UP FROM BELOW. 6 PROVIDE 2” V UP FROM BELOW. 7 PROVIDE 4” V UP FROM BELOW. 8 PROVIDE 1 1/2" V UP. 9 PROVIDE 2” V UP. 10 PROVIDE 2 1/2” V UP. 11 PROVIDE 4” V UP. 12 PROVIDE 1 1/2" SAN UP FROM BELOW. 13 PROVIDE 2” SAN UP FROM BELOW. 141 BLDG STOR 142 ENTRY 101 1 BR UNIT B ST01 STAIR 01 143 ENTRY 144 RPZ 102 2 BR UNIT 145 WATER 146 JANITORS 147 LAUNDRY 148 ENTRY ST02 STAIR 02 149 ENTRY 150 ELEC 104 1 BR UNIT B 103 2 BR UNIT 1 1 1 1 2 3 4 3 4 3 4 3 4 2 1 1/2"G1 1/2" 1 1/2"G1 1/2" 1 1/4"G1 1/4" 1 1/4"G1 1/4" 1/2"G1/2"(TYP. 13) These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 20186049 TURNER E N G I N E E R I N G , P C One Woodbury Boulevard Rochester, NY 14604 585.381.3360 Tel 15225.00 209 Elm Street, Ithaca NY9/11/2019 1:10:55 PMM:\CWA\Revit backups\19173 - Elm Street Apartments - TE_cahearn2Q4C9.rvtTAM Lower Level Plan - Plumbing - Natural Gas DDT CWA P-102 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 Project No. 19173 3/16" = 1'-0"1 LOWER LEVEL - PLUMBING - NATURAL GAS #P-102 PLUMBING DRAWING NOTES 1 PROVIDE 1/2” G DOWN TO FURNACE. 2 PROVIDE 1 1/4” G DOWN TO WATER HEATER. TRANSITION TO WATER HEATER CONNECTION SIZE NO MORE THAN 18” FROM WATER HEATER 3 PROVIDE 1/2" G UP TO FURNACE ON FIRST FLOOR. REFER TO P-103 FOR CONTINUATION. 4 PROVIDE 1/2" G UP TO FURNACE ON SECOND FLOOR. REFER TO P-104 FOR CONTINUATION. 2 NATURAL GAS ISOMETRIC 201 1 BR ADA ST01 STAIR 01 202 1 BR UNIT A 203 2 BR TNHS 204 1 BR UNIT A 205 1 BR UNIT A ST02 STAIR 02 P-420 1 P-420 4 PEX MANIFOLD LOCATION PEX MANIFOLD LOCATION 4"SAN4" 3"ST3" 3"ST3" 1 2 4 4 56 7 8 9 89 10 10 3 11 11 11 11 2"V2"1 1 P-420 SIM 1 P-420 SIM 1 P-420 SIM (OVERFLOW) PEX MANIFOLD LOCATION PEX MANIFOLD LOCATION These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 20186049 TURNER E N G I N E E R I N G , P C One Woodbury Boulevard Rochester, NY 14604 585.381.3360 Tel 15225.00 209 Elm Street, Ithaca NY9/11/2019 1:10:56 PMM:\CWA\Revit backups\19173 - Elm Street Apartments - TE_cahearn2Q4C9.rvtTAM First Floor Plan - Plumbing DDT CWA P-103 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 Project No. 19173 3/16" = 1'-0"1 FIRST FLOOR PLAN - PLUMBING # 1 8/30/19 HCR Comments P-103 PLUMBING DRAWING NOTES 1 PROVIDE 1 1/2" H&C, 1” HWR UP FROM BELOW. PROVIDE 1 1/2" C, 1” H & HWR UP. 2 PROVIDE 2” V UP FROM BELOW. 3 PROVIDE 1 1/2" V UP. 4 PROVIDE 2” V UP. 5 PROVIDE 2 1/2" V UP. 6 PROVIDE 4” V UP. 7 PROVIDE 3” ST PRIMARY AND OVERFLOW DOWN FROM ABOVE. 8 PROVIDE 3” ST PRIMARY DOWN. 9 PROVIDE 3” ST OVERFLOW DOWN AND TERMINATE OUTSIDE OF BUILDING 18” A.F.F. TERMINATE WITH STORM FITTING ZURN ZS199-HC OR APPROVED EQUAL. PROVIDE 24”X24” SPLASH BLOCK. 10 PROVIDE 4” WATER HEATER EA & OA UP. 11 PROVIDE 1/2" G TO FURNACE. 301 1 BR UNIT C ST01 STAIR 01 302 1 BR UNIT C 203 2 BR TNHS 304 1 BR UNIT C 305 1 BR UNIT C P-420 5 PEX MANIFOLD LOCATION PEX MANIFOLD LOCATION 3"ST3" 3"ST3" 3"ST3"3"ST3" 2 222 2 3 45 5 5 6 6 6 6 7 7 8 7 9 9 9 9 1 1 2"V2" 2"V2" 2"V2" 4"V4"2"V2" 2"V2" 2"V2" 2 1/2"V2 1/2" 2"V2" 1 1/2"V1 1/2" 2"V2" 2"V2" 2 1/2"V2 1/2" 2"V2" 2 1/2"V2 1/2" 2"V2" 3"V3"2 1/2"V2 1/2"4"V4" 4"V4" 2"V2" 3"V3" 1 P-420 1 P-420 1 P-420 1 P-420 SIM SIM SIM SIM (OVERFLOW) (OVERFLOW) 3"V3"10 10 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 20186049 TURNER E N G I N E E R I N G , P C One Woodbury Boulevard Rochester, NY 14604 585.381.3360 Tel 15225.00 209 Elm Street, Ithaca NY9/11/2019 1:10:58 PMM:\CWA\Revit backups\19173 - Elm Street Apartments - TE_cahearn2Q4C9.rvtTAM Second Floor Plan - Plumbing DDT CWA P-104 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 Project No. 19173 3/16" = 1'-0"1 SECOND FLOOR PLAN - PLUMBING # 1 8/30/19 HCR Comments P-104 PLUMBING DRAWING NOTES 1 PROVIDE 1 1/2" C, 1” H & HWR UP FROM BELOW. 2 PROVIDE 1 1/2" V UP FROM BELOW. 3 PROVIDE 2” V UP FROM BELOW. 4 PROVIDE 2 1/2" V UP FROM BELOW. 5 PROVIDE 4” VTR. 6 PROVIDE 3” ST PRIMARY AND OVERFLOW DOWN FROM ABOVE. 7 PROVIDE 3” ST PRIMARY AND OVERFLOW DOWN. 8 PROVIDE 4” WATER HEATER EA & OA THROUGH ROOF. 9 PROVIDE 1/2" G TO FURNACE. 10 PROVIDE 3" V UP FROM BELOW. 1 1 1 1 1RD-A RD-A RD-A RD-A RD-A 2 3 3 3 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 20186049 TURNER E N G I N E E R I N G , P C One Woodbury Boulevard Rochester, NY 14604 585.381.3360 Tel 15225.00 209 Elm Street, Ithaca NY9/11/2019 1:10:58 PMM:\CWA\Revit backups\19173 - Elm Street Apartments - TE_cahearn2Q4C9.rvtTAM Roof Plan - Plumbing DDT CWA P-105 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 Project No. 19173 3/16" = 1'-0"1 ROOF PLAN - PLUMBING #P-105 PLUMBING DRAWING NOTES 1 PROVIDE 3” ST PRIMARY AND OVERFLOW DOWN. 2 PROVIDE 4” WATER HEATER EA AND OA THROUGH ROOF. INSTALL IN ACCORDANCE WITH MANUFACTURER’S WRITTEN GUIDELINES. 3 PROVIDE 4” VTR. 1 NO SCALE HOT WATER RECIRCULATION BALANCE VALVE BALL VALVE CHECK VALVE FLOW SIZE AS NOTED ON FLOOR PLANS NOTES: BALANCE VALVE 1. PROVIDE THIS ARRANGEMENT ON ALL HOT WATER RE-CIRCULATION BRANCHES AND WHERE NOTED ON PLANS. 2. LOCATE THE VALVE 5 PIPE DIAMETERS DOWNSTREAM FROM A FITTING. 3. IF A BALANCING VALVE IS LOCATED DOWNSTREAM FROM A CIRCULATION PUMP, ALLOW A DISTANCE OF 10 PIPE DIAMETERS BETWEEN THE PUMP AND BALANCING VALVES. 4. FOR VALVE SIZING, REFER TO MANUFACTURER'S RANGE CHART, WHICH SHOWS THE RECOMMENDED OPERATION RANGE FOR EACH VALVE SIZE. 5. ALL VALVES SHALL BE FURNISHED WITH PROBE METERING PORTS. 6. INSTALL VALVE SUCH THAT PORTS DO NOT FACE DOWN. NOTES: 1. PROVIDE UNIONS ON ALL THREE CONNECTIONS TO MIXING VALVE. THERMOMETER (TYP.) SPRING LOADED CHECK VALVE (TYP.) BALL VALVE (TYP.) 2" -105°F H TO BLDG. FIXTURES 1-1/2" C 1 1/2" -140°F H FROM HEATER TO MASTER MIXING VALVE MIXING VALVE POWERS LFSH1435 (BASIS OF DESIGN) 24" DEEP SEAL HEAT TRAP STRAINER (TYP.) 1-1/2" 2 NO SCALE MASTER MIXING VALVE DETAIL 1-1/2" HWR MASTER PLUMBING MANIFOLD DETAIL 3 NO SCALE 1. MANIFOLD DESIGN EQUIPMENT FOR TNHS AND UNIT 201: UPONOR LF2500600. 2. MANIFOLD DESIGN EQUIPMENT FOR ALL OTHER UNITS: UPONOR LF2500400. NOTES: UPONOR COPPER PEX MANIFOLD 1"C 1"H1/2"HWR 1/2"HW 1/2"HW 1/2"HW 1/2"C 1/2"C 1/2"C 1/2"C SET BALANCE VALVE TO 1 GPM BACK TO RISERS IN WALL P-TRAP (SIZE PER PLANS) 4 NO SCALE FLOOR DRAIN DETAIL FLOOR DRAIN TO SANITARY SET TOP OF GRATE FLUSH WITH FIN. FLOOR DRAIN, GRATE AND BODY AS INDICATED IN SPECIFICATIONS CONCRETE FLOOR SLAB AND FLOOR FINISH BY OTHERS (SLOPED TO DRAIN). TRAP GUARD NOTES: 1. PAD SIZE TO BE 6" LARGER THAN "FOOTPRINT" OF HEATER AND TANK. 2. EXHAUST AIR OUTLET SHALL BE LOCATED A MINIMUM OF 25' FROM ANY AIR INTAKES OF MECHANICAL EQUIPMENT. 3. CONCENTRIC VENT KITS SHALL NOT BE USED. FIN. FLOOR4" CONC. PAD UNION (TYP.) 1-1/2"4" PVC4" PVCPOWER VENT MOTOR ROOF SHUT-OFF VALVE (TYP.) T & P RELIEF VALVE DRAIN VALVE G5 NO SCALE DOMESTIC WATER HEATER (HW-1) EXHAUST AIR TERMINAL WITH SCREEN PROVIDE DI-ELECTRIC FITTING AT TANK INLET AND OUTLET AND AT ALL HEATER CONNECTIONS 6" DIRT LEG W/ CAP WATER HEATER DETAIL - POWER VENTED AIR INTAKE WITH SCREEN 1-1/4" G SUPPLY 1-1/2" HWR HWRP-1 STRAINER WITH BLOWDOWN VALVE AQUASTAT CHECK VALVE (TYP.) BALANCING VALVE SET AT 13 GPM 1-1/2" H TO MASTER MIXING VALVE 3/4" PIPE TO FLOOR DRAIN 4" CONC. PAD THERMOMETER (TYP.)4" PVC4" PVCPOWER VENT MOTOR ROOF T & P RELIEF VALVE DRAIN VALVE GDOMESTIC WATER HEATER (HW-2) EXHAUST AIR TERMINAL WITH SCREEN 6" DIRT LEG W/ CAP AIR INTAKE WITH SCREEN 1-1/4" G SUPPLY 1-1/2" C SUPPLY 1" WESSELS TTA-60 EXPANSION TANK CHECK VALVE (TYP.) 3/4" PIPE TO FLOOR DRAIN 1-1/2" HWR TO MASTER MIXING VALVE ISLAND SINK FLOOR SLAB 6 NO SCALE ISLAND SINK PIPING DETAIL SEE PLAN FOR CONTINUATION AND SIZE INSTALL VENT AS HIGH AS POSSIBLE UNDER COUNTER VENT SHALL NOT TIE INTO OTHER VENT UNTIL PIPE IS A MINIMUM OF 18" ABOVE ELEVATION OF SINK RIM 1 1/2" V 1 1/2" V 1 1/2" W 1/2" H&C SUPPLIES TO SINK FAUCET NOTES: 1. PROVIDE SLEEVES FOR PIPES PENETRATING CONCRETE SLAB PER THE SPECIFICATIONS. PROVIDE CLEANOUT IN VENT BELOW COUNTER These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 20186049 TURNER E N G I N E E R I N G , P C One Woodbury Boulevard Rochester, NY 14604 585.381.3360 Tel 15225.00 209 Elm Street, Ithaca NY9/11/2019 1:10:59 PMM:\CWA\Revit backups\19173 - Elm Street Apartments - TE_cahearn2Q4C9.rvtTAM Plumbing Details DDT CWA P-300 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 Project No. 19173 3 4 FD-A (ONLY IN ADA UNIT) 1 6 20 2 5 1/2"C1/2" 1/2"H1/2" 1/2"H1/2"1/2"C1/2" 1/2"H1/2" 1/2"C1/2" 1/2"C1/2" SK-A (ADA UNIT) SK-B (ALL OTHERS) WC-A LAV-A SHR-A (ADA UNIT) SHR-B (ALL OTHERS) 23 3 20 1 4 11 14 2 15 5 18 12 1/2"C1/2" 1/2"H1/2" 1/2"H1/2" 1/2"C1/2" 3"SAN3" 2"SAN2" LAV-A WC-A BT-A SK-B 1/2"C1/2" 1 20 11 11 7 14 14 4 15 52 18 12 1/2" H&C BELOW SLAB 2"SAN2" 2"SAN2" 3"SAN3" 1/2"H1/2" 1/2"C1/2" 1/2"C1/2" SK-B LAV-A WC-A 1/2"C1/2" 1/2"C1/2" 19 1 20 11 18 16 13 2 5 17 3 10 9 8 2"V2"1 1/2"V1 1/2" 4"SAN4" 4"SAN4"4"SAN4" 1 1/2"SAN1 1/2" 2"SAN2" 1/2"C1/2" 1/2"H1/2" 1/2"H1/2" 1/2"C1/2" 1/2"C1/2" 1/2"H1/2" 1/2"C1/2" 1/2"C1/2"1/2"C1/2" 1/2"H1/2" 1/2"C1/2" SK-B WC-A LAV-A 17 21 16 16 22 172"V2" 1 1/2"V1 1/2" 2"V2" 1 1/2"V1 1/2" 3"ST3"3"ST3"(OVERFLOW) BT-A LAV-A WC-A These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 20186049 TURNER E N G I N E E R I N G , P C One Woodbury Boulevard Rochester, NY 14604 585.381.3360 Tel 15225.00 209 Elm Street, Ithaca NY9/11/2019 1:11:03 PMM:\CWA\Revit backups\19173 - Elm Street Apartments - TE_cahearn2Q4C9.rvtTAM Enlarged Unit Plans - Plumbing DDT CWA P-420 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 Project No. 19173 1/4" = 1'-0"1 TYPICAL 1 BR UNIT - TYPE A AND ADA - PLUMBING 1/4" = 1'-0"2 TYPICAL 1BR UNIT - TYPE B - PLUMBING 1/4" = 1'-0"3 TYPICAL 2 BR UNIT - TYPE A - PLUMBING 1/4" = 1'-0"4 2 BR TNHS - FIRST FLOOR - PLUMBING 1/4" = 1'-0"5 2 BR TNHS - SECOND FLOOR - PLUMBING #P-420 PLUMBING DRAWING NOTES 1 PROVIDE 1” H&C TO PEX MANIFOLD. REFER TO DETAIL # 3 ON P-300. LOCATE MANIFOLD IN WALL. COORDINATE FINAL LOCATION IN WALL AND SIZE OF ACCESS DOOR WITH GENERAL CONTRACTOR. 2 PROVIDE 1/2" H&C DOWN FOR LAV. CONNECT 1 1/2" SAN TO 2” WASTE STACK VENT IN WALL. 1/2" H RUNOUT SHALL NOT EXCEED 43 FEET IN LENGTH BETWEEN FIXTURE ISOLATION VALVE AND VALVE AT PEX MANIFOLD. 3 PROVIDE 1/2" H&C DOWN TO SK. CONNECT 2" SAN TO 2” WASTE STACK VENT IN WALL. 1/2” H RUNOUT SHALL NOT EXCEED 43 FEET IN LENGTH BETWEEN FIXTURE ISOLATION VALVE AND VALVE AT PEX MANIFOLD. 4 PROVIDE 1/2" H&C DOWN TO SHR/BT. CONNECT 2” SAN TO 2” WASTE STACK VENT IN WALL. 1/2" H RUNOUT SHALL NOT EXCEED 43 FEET IN LENGTH BETWEEN FIXTURE ISOLATION VALVE AND VALVE AT PEX MANIFOLD. 5 PROVIDE 1/2" C DOWN TO WC. 6 PROVIDE 1/2" H&C DOWN TO WMB-A. 1/2" H RUNOUT SHALL NOT EXCEED 43 FEET IN LENGTH BETWEEN FIXTURE ISOLATION VALVE AND VALVE AT PEX MANIFOLD. PROVIDE WASHING MACHINE WITH NON-CORROSIVE DRAIN PAN. 7 PROVIDE 1/2" H&C DOWN TO BELOW SLAB AND ROUTE TO SK AS INDICATED. PROVIDE 1” SLEEVE FOR PEX TUBING UNDER SLAB. SLEEVE SHALL EXTENDED 6” ABOVE FINISHED FLOOR. 1/2" H RUNOUT SHALL NOT EXCEED 43 FEET IN LENGTH BETWEEN FIXTURE ISOLATION VALVE AND VALVE AT PEX MANIFOLD. REFER TO DETAIL # 6 ON P-300. 8 PROVIDE 1/2" C, 4” SAN, 2” V UP TO WC-A. 9 PROVIDE 1/2" H&C, 1 1/2" SAN/VENT UP TO LAV. 1/2" H RUNOUT SHALL NOT EXCEED 43 FEET IN LENGTH BETWEEN FIXTURE ISOLATION VALVE AND VALVE AT PEX MANIFOLD. 10 PROVIDE 1/2” H&C, 2” SAN, 1 1/2" V UP TO BT-A. 1/2" H RUNOUT SHALL NOT EXCEED 43 FEET IN LENGTH BETWEEN FIXTURE ISOLATION VALVE AND VALVE AT PEX MANIFOLD. 11 PROVIDE 2” SAN UP FROM BELOW. 12 PROVIDE 3” SAN UP FROM BELOW. 13 PROVIDE 4” SAN UP FROM BELOW. 14 PROVIDE 2” SAN UP. 15 PROVIDE 3” SAN WITH P-TRAP UP TO FD-A. 16 PROVIDE 1 1/2" V UP FROM BELOW. 17 PROVIDE 2” V UP FROM BELOW. 18 PROVIDE 1 1/2” V UP. 19 PROVIDE 2” V UP. 20 PIPE FURNACE CONDENSATE TO FLOOR DRAINS SHOWN ON FLOOR PLANS. 21 PROVIDE 3” ST PRIMARY AND OVERFLOW DOWN FROM ABOVE. 22 PROVIDE 3” ST PRIMARY AND OVERFLOW DOWN. 23 CONNECT 2” SAN FROM WMB-A TO 3” SAN STACK IN WALL. PROVIDE 3” V UP OFF THE TOP OF THE STACK. 1 8/30/19 HCR Comments FIRE PROTECTION SYMBOLS LIST SYMBOL DESCRIPTION ELBOW UP, ELBOW DOWN DROP CONNECTION STRAINER CLEANOUT (CO) CAP OR PLUG UNION P-TRAP ROLL DOWN SHOWER HEAD THERMOMETER PRESSURE GAGE SA-SHOCK ABSORBER (SA) WH WALL HYDRANT HB HOSE BIBB PUMP FIRE HYDRANT SHUT OFF VALVE CHECK VALVE BALANCE VALVE ANGLE VALVE PLUG VALVE BUTTERFLY VALVE NEEDLE VALVE TS VALVE WITH TAMPER SWITCH FS FLOW SWITCH CONCEALED SPRINKLER HEAD SEMI-RECESSED SPRINKLER HEAD UPRIGHT SPRINKLER HEAD ON SPRIG PENDENT SPRINKLER HEAD EXISTING EXTENDED COVERAGE SIDEWALL SPRINKLER HEAD ITC INSPECTOR'S TEST STATION FDC FIRE DEPARTMENT CONNECTION FIRE PROTECTION CONTRACTORFPC PLUMBING CONTRACTORPC AFF ABOVE FINISHED FLOOR ACV ALARM CHECK VALVE DIRECTION OF FLOW WATER MAIN (EXTERIOR) FP FIRE PROTECTION PIPING SYMBOL DESCRIPTION FDV FIRE DEPT. VALVE PIPE CONTINUES POINT OF CONNECTION POINT OF DISCONNECTION (E) * NOTE : THIS IS A STANDARD SYMBOLS LIST AND ALL ITEMS SHOWN MAY NOT BE USED. SUSPENDED CEILING NOTE: SPRINKLER IN FINISHED CEILINGS SHALL BE CHROME FINISH WITH CHROME ESCUTCHEONS, 165°F LISTED. SPRINKLERS IN UNFINISHED SPACES SHALL BE SAME ONLY BRASS, UPRIGHT STYLE. PROVIDE ALL SPRINKLERS, PIPING, FITTINGS, ETC. REQUIRED TO PROTECT ALL AREAS OF THIS PROJECT. PENDANT STYLE SPRINKLER HEAD RECESSED WITH ESCUTCHEON (QUICK RESPONSE TYPE) BRANCH (WET SYSTEM) INSTALL PIPE HANGERS AT EVERY SPRINKLER LOCATION AND ATTACH HANGER ASSEMBLIES DIRECTLY TO THE BUILDING STRUCTURE IN ACCORDANCE WITH NFPA 13 1" BLACK STEEL PIPING (TYPICAL) 1" ELBOW (TYP.) FIELD VERIFY LENGTH OF ALL PIPING SUPPLYING SPRINKLERS. 1 NO SCALE TYPICAL SPRINKLER HEAD DETAIL 3 NO SCALE FIRE PROTECTION CRITERIA AREAS SPRINKLED HAZARD CLASSIFICATION LOCATION DESCRIPTION SPRINKLER SYSTEM TYPE SPRINKLER DENSITY APPLICATION AREA (MOST. HYD. REMOTE) SPRINKLER HEAD TEMP. RATING REMARKS 1 2 3 4 5 ORDINARY HAZARD GROUP 1 LIGHT HAZARD LIGHT HAZARD LIGHT HAZARD WATER, ELEC, JANITOR STORAGE STAIRWELL EXTERIOR PROJECTIONS REMAINING AREA WET SYSTEM WET SYSTEM WET SYSTEM WET SYSTEM WET SYSTEM 0.15 GPM/SF 0.15 GPM/SF 0.10 GPM/SF 0.10 GPM/SF 0.10 GPM/SF 1500 SF 1500 SF 1500 SF 1500 SF 1500 SF 165° F 165° F 165° F 165° F 165° F PORTABLE EXTINGUISHERS PER NFPA 10. 250 GPM INTERIOR HOSE STREAM ALLOWANCE. PORTABLE EXTINGUISHERS PER NFPA 10. 100 GPM INTERIOR HOSE STREAM ALLOWANCE. FIRE PROTECTION CRITERIA TYPE OF SPRINKLER QUICK RESPONSE, STANDARD COVERAGE UPRIGHT OR PENDANT ORDINARY HAZARD GROUP 1 QUICK RESPONSE, STANDARD COVERAGE RECESSED PENDANT QUICK RESPONSE, EXTENDED COVERAGE RECESSED PENDANT DRY PISTON SIDEWALL QUICK RESPONSE, EXTENDED COVERAGE RECESSED PENDANT PORTABLE EXTINGUISHERS PER NFPA 10. 250 GPM INTERIOR HOSE STREAM ALLOWANCE. PORTABLE EXTINGUISHERS PER NFPA 10. 100 GPM INTERIOR HOSE STREAM ALLOWANCE.1" MAX.[25mm]SIDE VIEW TRAPEZE HANGER FOR UP TO 1000 LB. [453KG] UNIFORM LOAD 1-5/8" [43mm] 12 GAUGE CHANNEL OR 2"x2"x1/4" [50x50x6.4mm] ANGLE BAND FIRE PROTECTION PIPE HANGERS PROVIDE INSULATION SHIELD & INSERT FOR ALL PIPING (8" [200MM] MIN.) 1/2" (15MM) DIA. HANGER RODS WITH 36" (900 MM) MAX. SPACING ON EACH CHANNEL. NOTES: SEE SPECIFER FOR DETAILED HANGER REQUIREMENTS MAXIMUM PIPE/TUBING SUPPORT SPACING NOM. SIZE IN./(MM)THRU 3/4 THRU (20) PIPE FT./(MM) TUBING FT./(MM) NOTE: FOR TRAPEZE HANGER TAKE SPACNG OF SMALLEST SIZE ON TRPEZE 7 (2100) 5 FT (1500) 1 (25) 1 1/4 (32) 7 (2100) 6 FT (1800) 1 1/2 (40) 9 (2700) 7 FT (2100) 7 (2100) 8 (2400) 2 (50) 10 (3000) 8 (2400) 2 1/2 (65) 11 (3400) 9 (2700) 3 (75) 12 (3700) 10 (3000) 4 (100) 14 (4100) 12 (3700) 5 (125) 16 (4900) 13 (4000) 6 (150) 17 (5200) 14 (4100) 8 (200) 19 (5800) 16 (4900) 10 (250) 22 (6700) - - 12 (300) 23 (7000) - - 14 (350) 25 (7600) - - 16 (400) 27 (8200) - - 18 (450) 28 (8500) - - 20 (500) 30 (9100) - - 24 (600) 32 (9600) - - NO SCALE 2 SWIVEL RING HANGERCLEVIS HANGER NOTE: FOR PIPE SIZES 1" -3" PIPE HANGER ROD B-LINE #B3170NF ADJUSTABLE SWIVEL RING (OR EQUAL) NOT TO SCALE KNURLED HANGER ROD NUT SUPPORT NUT NOTE: FOR PIPE SIZES 4" AND GREATER PIPE NOT TO SCALE DOUBLE SUPPORT NUT HANGER ROD B-LINE #B3100 STANDARD CLEVIS HANGER OR EQUAL LOCKING NUT These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.:20186049 TURNER E N G I N E E R I N G , P C One Woodbury Boulevard Rochester, NY 14604 585.381.3360 Tel 15225.00 209 Elm Street, Ithaca NY9/11/2019 1:10:38 PMM:\CWA\Revit backups\19173 - Elm Street Apartments - TE_cahearn2Q4C9.rvtTAM Fire Protection General Notes, Legends, and Details DDT CWA F-001 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 Project No. 19173 FIRE PROTECTION GENERAL NOTES A SPRINKLER CONTRACTOR SHALL REQUEST A COMPLETE SET OF BID DOCUMENTS (DRAWINGS AND SPECIFICATIONS) INCLUDING BUT NOT LIMITED TO, ARCHITECTURAL, ELECTRICAL, HVAC AND PLUMBING, ETC. FOR BIDDING AND COORDINATION PURPOSE. B PROVIDE ALL WORK IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL CODES. OBTAIN ALL REQUIRED PERMITS. COORDINATE ALL WORK WITH LOCAL FIRE MARSHAL. C WITHIN THE WORK ZONE DEFINED, THE DESIGN DOCUMENTS FOR THE SPRINKLER SYSTEM TO BE INSTALLED ARE INTENDED TO IDENTIFY PERFORMANCE REQUIREMENTS AND DESIGN INTENT ONLY. THE SPRINKLER CONTRACTOR IS RESPONSIBLE FOR HYDRAULICALLY DESIGNING AND INSTALLING A COMPLETE AND CODE COMPLIANT SYSTEM. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY PIPE, FITTING, VALVE, ETC., NECESSARY FOR A COMPLETE SYSTEM. THE SPRINKLER CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK WITH OTHER TRADES. FINAL DESIGN SHALL INCORPORATE ALL NECESSARY MODIFICATIONS FOR COORDINATION PURPOSE AT NO ADDITIONAL COST TO THE OWNER. D IF CALCULATIONS AND CRITERIA REQUIRE, INCREASE SIZE OF FP PIPING AS REQUIRED FOR PROPER SYSTEM OPERATION AND PROTECTION. E PROVIDE FULL SPRINKLER COVERAGE FOR ALL SPACES WITHIN THE BUILDING IN COMPLIANCE WITH LOCAL, STATE AND FEDERAL CODES, NFPA 13R AND OWNER'S INSURANCE CARRIER/UNDERWRITER. F ALL SPRINKLER PIPING SHALL BE LOCATED ABOVE THE CEILING (WHERE THEY EXIST) UNLESS INDICATED OTHERWISE. 141 BLDG STOR 142 ENTRY 101 1 BR UNIT B ST01 STAIR 01 143 ENTRY 144 RPZ 102 2 BR UNIT 145 WATER 146 JANITORS 147 LAUNDRY 148 ENTRY ST02 STAIR 02 149 ENTRY 150 ELEC 104 1 BR UNIT B 103 2 BR UNIT 3 2 1 3 1 5 5 4 1 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 20186049 TURNER E N G I N E E R I N G , P C One Woodbury Boulevard Rochester, NY 14604 585.381.3360 Tel 15225.00 209 Elm Street, Ithaca NY9/11/2019 1:10:40 PMM:\CWA\Revit backups\19173 - Elm Street Apartments - TE_cahearn2Q4C9.rvtTAM Lower Level Plan - Fire Protection DDT CWA F-101 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 Project No. 19173 3/16" = 1'-0"1 LOWER LEVEL PLAN - FIRE PROTECTION F-101 GENERAL NOTES A REFER TO DETAIL # 3 ON F-001 FOR FIRE PROTECTION CRITERIA. F-101 FIRE PROTECTION DRAWING NOTES 1 PROVIDE 4" FP UP TO FDC. # 201 1 BR ADA ST01 STAIR 01 202 1 BR UNIT A 203 2 BR TNHS 204 1 BR UNIT A 205 1 BR UNIT A ST02 STAIR 02 FDC 4 3 3 4 4 5 5 1 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 20186049 TURNER E N G I N E E R I N G , P C One Woodbury Boulevard Rochester, NY 14604 585.381.3360 Tel 15225.00 209 Elm Street, Ithaca NY9/11/2019 1:10:41 PMM:\CWA\Revit backups\19173 - Elm Street Apartments - TE_cahearn2Q4C9.rvtTAM First Floor Plan - Fire Protection DDT CWA F-102 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 Project No. 19173 3/16" = 1'-0"1 FIRST FLOOR PLAN - FIRE PROTECTION F-102 GENERAL NOTES A REFER TO DETAIL # 3 ON F-001 FOR FIRE PROTECTION CRITERIA. #F-102 FIRE PROTECTION DRAWING NOTES 1 PROVIDE 4" FP UP FROM BELOW TO FDC. 301 1 BR UNIT C ST01 STAIR 01 302 1 BR UNIT C 203 2 BR TNHS 304 1 BR UNIT C 305 1 BR UNIT C ST02 STAIR 02 3 3 5 5 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 20186049 TURNER E N G I N E E R I N G , P C One Woodbury Boulevard Rochester, NY 14604 585.381.3360 Tel 15225.00 209 Elm Street, Ithaca NY9/11/2019 1:10:43 PMM:\CWA\Revit backups\19173 - Elm Street Apartments - TE_cahearn2Q4C9.rvtTAM Second Floor Plan - Fire Protection DDT CWA F-103 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 Project No. 19173 3/16" = 1'-0"1 SECOND FLOOR PLAN - FIRE PROTECTION F-103 GENERAL NOTES A REFER TO DETAIL # 3 ON F-001 FOR FIRE PROTECTION CRITERIA. SYMBOLDESCRIPTIONABBREVIATIONS AND TAGSCUBIC FEET PER MINUTEFEET PER MINUTEABOVE FINISHED FLOORGENERAL CONTRACTORELECTRICAL CONTRACTORACCESS DOORTHOUSAND BTU/HOURNOT TO SCALEPLUMBING CONTRACTORNORMALLY CLOSEDNORMALLY OPENINSTALLATION KEYNOTECONNECTION TO EXISTINGREMOVE TO THIS POINTNCNOECPCGCNTSAFFADFPMCFMMBHOEDOPEN ENDED DUCTSUPPLY AIRSARARETURN AIROAOUTDOOR AIREA EXHAUST AIRFC FLEXIBLE CONNECTIONPKGDPACKAGED(L) LINEDEXISTING TO REMAINETREXTERNAL STATIC PRESSUREESPAIRFOILAFSINGLE-WIDTH SINGLE INLETSWSIREMOVAL KEYNOTEDRY BULBDBWET BULBWBSENSIBLE MBHSMBHTOTAL MBHTMBHEAT ENTERING AIR TEMPERATURELAT LEAVING AIR TEMPERATUREDIRECT EXPANSIONDXEXISTING(E)ADJUSTABLEADJ.CONSTRUCTION MANAGERCMCONTROL/SYMBOLS LEGENDDESCRIPTIONSYMBOLTEMPERATURE SENSORDUCT SMOKE DETECTORTHERMOSTATSTATIC PRESSURE SENSORSDSDTSPSYMBOL DESCRIPTIONDUCT SECTION - SUPPLYDUCT SECTION - RETURNRECTANGULAR DUCT WIDTH x DEPTHROUND DUCT DIAMETERFLAT OVAL DUCT WIDTH / DEPTHFLEXIBLE DUCTWORKDUCTWORK LEGENDA"øABA"/B"ø20"x12"DUCT TURNING DOWN (LEFT) OR UP (RIGHT)SUPPLY DIFFUSER,REGISTER OR GRILLEORRETURNREGISTER OR GRILLEEXHAUSTREGISTER OR GRILLEA"xB"OR20"x12"DESCRIPTIONSYMBOLDUCTWORK SYMBOLS AND TAGSFLEX CONNECTORSDFDAADT_NECK_CFMAIRFLOW DIRECTIONAUTOMATIC AIR DAMPERFIRE DAMPERSMOKE DAMPERVOLUME DAMPERBACKDRAFT DAMPERFCREGISTER,GRILLE,DIFFUSERT = TYPENECK = NECK SIZEBDDThese documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. ©387 East Main Street Rochester NY 14604585 232 8300 | rochester@swbr.comFILE PATH:SWBR Project NumberChecked By:Project Manager:Drawn By:RevisionsHCR SHARS NO.:20186049TURNERE N G I N E E R I N G , P COne Woodbury BoulevardRochester, NY 14604585.381.3360 Tel15225.00209 Elm Street, Ithaca NY9/11/2019 2:40:57 PMM:\MJD\Revit Backups\19173 - Elm Street Apartments - TE_mdobbertin.rvtDHHVAC General Notes,Legends, DesignCriteria, and SchedulesDDTMJDH-001Construction SetIthaca Neighborhood HousingServicesCayuga Flats115 West Clinton StreetIthaca NY, 148509/13/2019Project No. 19173DESIGN TEMPERATURE CRITERIAWINTER TEMPERATURES (°F) SUMMEROAT (DB) INDOOR SETPOINT RETURN AIR MIN. OAT (DB) OAT (WB) INDOOR SETPOINT RETURN AIR MAX.072 70857175 771. OUTDOOR SEASONAL DESIGN CRITERIA BASED ON HISTORIC DATA FROM THE ACCA MANUAL J "RESIDENTIAL LOAD CALCULATION - OUTDOOR DESIGN CONDITIONS", EIGHTH EDITION, FOR INTHACA, NY (99% HEATING, 1% SUMMER DB/MCWB).2. INDOOR SETPOINTS BASED ON THE NEW YORK STATE ENERGY CONSERVATION CODE: 2015 INTERNATIONAL ENERGY CONSERVATION CODE, SECTION C302.1 "INTERIOR DESIGN CONDITIONS".HVAC GENERAL NOTESA ALL NOTES, SPECIFICATIONS, AND SYMBOLS ON THIS DRAWING APPLY TO ALL HVAC DRAWINGS FORTHIS PROJECT.B THE HVAC CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING, CORING, AND PATCHIING OF HVACRELATED WORK. WORK SHALL BE PERFORMED BY WORKERS SKILLED IN THE MATERIAL BEING CUTAND PATCHED.C FIELD VERIFY ALL DUCTWORK AND PIPE SIZES AS WELL AS EXACT LOCATIONS.D HVAC CONTRACTOR SHALL REMOVE AND REINSTALL ALL CEILING SYSTEMS, NOT INCLUDING CEILINGSYSTEMS REMOVED BY THE GENERAL CONTRACTOR, TO PERFORM ALL WORK. CEILING SYSTEMSSHALL BE REINSTALLED TO ORIGINAL CONDITION. HVAC CONTRACTOR SHALL REPLACE DAMAGEDCEILING TILES AND GRID. MATERIALS SHALL BE EQUAL TO EXISTING.E COORDINATE ALL REMOVALS WITH THE GENERAL CONTRACTOR. BUILDING OPENINGS SHALL BELEFT SECURED AND WEATHERTIGHT DURING CONSTRUCTION.F PROVIDE ALL WORK IN COMPLIANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES. OBTAIN ALLREQUIRED PERMITS.G DO NOT SHUT DOWN ANY HVAC OR RELATED SYSTEM WITHOUT THE BUILDING OWNER'S PRIORWRITTEN APPROVAL. FOLLOW ALL OWNER REQUIREMENTS AND SHUT-DOWN PROCEDURES AS WELLAS ALL REQUIREMENTS OF THIS PROJECT.H FIRESTOP ALL RATED FLOOR AND WALL PENETRATIONS. SEAL ALL PENETRATIONS THROUGHSMOKE PARTITIONS ACCORDING TO THE REQUIREMENTS OF THE UL FIRE RESISTANCE DIRECTORY,VOLUME 2. SUBMIT FIRE RATED ASSEMBLY PENETRATION AND SMOKE RATED ASSEMBLYPENETRATION DETAILS TO THE ENGINEER FOR REVIEW.I PROVIDE BALANCING DAMPERS AS REQUIRED TO PROVIDE CONDITIONS INDICATED. WHEREEXISTING DAMPERS ARE INDICATED AND NOT PRESENT, THE HVAC CONTRACTOR SHALL INSTALLSUCH AS NEEDED AND AS DETERMINED BY THE BALANCING CONTRACTOR.J WHERE BRANCH DUCT SIZES ARE NOT SHOWN, THEY SHALL BE THE SAME SIZE AS THE DIFFUSERNECK.K PROVIDE MANUAL BALANCING DAMPER AT EACH BRANCH TAKE-OFF TO A REGISTER, GRILLE, ORDIFFUSER.L INSTALL ALL EQUIPMENT IN STRICT CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS ANDRECOMMENDATIONS. MAINTAIN MANUFACTURER'S RECOMMENDED SERVICE CLEARANCES.M IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE WORK OF THIS CONTRACTWITH THE WORK OF ALL OTHER TRADES PRIOR TO THE FABRICATION OR INSTALLATION OF ANYWORK.N THE DRAWINGS ARE SCHEMATIC IN NATURE. THE CONTRACTOR SHALL PROVIDE ALL OFFSETS,FITTINGS, HANGERS, ANCHORS, SUPPORTS, WIRING, AND ACCESSORIES FOR A COMPLETE AND FULLYFUNCTIONING INSTALLATION. ALTERNATE DUCT SIZES WITH EQUIVALENT FRICTION LOSSCHARACTERISTICS ARE ACCEPTABLE.O ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH SMACNA DUCTCONSTRUCTION STANDARDS, AND NFPA STANDARD 90A AND 101.P HVAC CONTRACTOR SHALL PROVIDE TESTING AND BALANCING FOR THIS PROJECT. REPORT SHALLBE TYPED AND SUBMITTED FOR REVIEW.Q DO NOT HANG NEW DUCTWORK FROM EXISTING MECHANICAL EQUIPMENT. ALL NEW DUCTWORKSHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE.R THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY WORK SURFACES INATTIC, CRAWL, AND INTERSTITIAL SPACES. THE CONTRACTOR SHALL CREATE ACCESS LOCATIONSTO WORK AREAS FOR THIS PROJECT AS REQUIRED. AFTER WORK IS COMPLETE REPAIR/PATCH ALLASSEMBLIES TO MATCH EXISTING.S ALL EQUIPMENT, DUCTWORK, AND PIPING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THESEISMIC DESIGN REQUIREMENTS OF SECTION 1613 OF THE BUILDING CODE OF NEW YORK STATE.T THERMOSTATIC CONTROLS: WHERE USED TO CONTROL BOTH HEATING AND COOLING, ZONETHERMOSTATIC CONTROLS SHALL BE CAPABLE OF PROVIDING A TEMPERATURE RANGE ORDEADBAND OF AT LEAST 5°F WITHIN WHICH THE SUPPLY OF HEATING AND COOLING ENERGY TO THEZONE IS CAPABLE OF BEING SHUT OFF OR REDUCED TO A MINIMUM. WHERE A ZONE HAS ASEPARATE HEATING AND A SEPARATE COOLING THERMOSTATIC CONTROL LOCATED WITHIN THEZONE, A LIMIT SWITCH, MECHANICAL STOP OR DIRECT DIGITAL CONTROL SYSTEM WITH SOFTWAREPROGRAMMING SHALL BE PROVIDED WITH THE CAPABILITY TO PREVENT THE HEATING SET POINTFROM EXCEEDING THE COOLING SETPOINT AND TO MAINTAIN THE DEADBAND.U OFF HOURS CONTROLS: EACH ZONE SHALL BE PROVIDED WITH THERMOSTATIC SETBACKCONTROLS THAT ARE CONTROLLED BY EITHER AN AUTOMATIC TIME CLOCK OR PROGRAMMABLECONTROL SYSTEM. THERMOSTATIC SETBACK CONTROLS SHALL HAVE THE CAPABILITY TO SETBACK OR TEMPORARILY OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN TO 55°FOR UP TO 85°F. AUTOMATIC TIME CLOCK OR PROGRAMMABLE CONTROLS SHALL BE CAPABLE OFSTARTING AND STOPPING THE SYSTEM FOR SEVEN DIFFERENT DAILY SCHEDULES PER WEEK ANDRETAINING THEIR PROGRAMMING AND TIME SETTING DURING A LOSS OF POWER FOR AT LEAST 10HOURS. ADDITIONALLY, THE CONTROLS SHALL HAVE A MANUAL OVERRIDE THAT ALLOWSTEMPORARY OPERATION OF THE SYSTEM FOR UP TO 2 HOURS; A MANUALLY OPERATED TIMERCAPABLE OF BEING ADJUSTED TO OPERATE THE SYSTEM FOR UP TO 2 HOURS; OR AN OCCUPANCYSENSOR. AUTOMATIC START CONTROLS SHALL BE PROVIDED FOR EACH HVAC SYSTEM. THECONTROLS SHALL BE CAPABLE OF AUTOMATICALLY ADJUSTING THE DAILY START TIME OF THEHVAC SYSTEM IN ORDER TO BRING EACH SPACE TO THE DESIRED TEMPERATURE PRIOR TOOCCUPANCY.1 8/30/19 HCR CommentsREGISTER, GRILLE, AND DIFFUSER SCHEDULETAG TYPE SERVICE MATERIAL INSTALLATION COMMENTS DESIGN EQUIPMENT1 DUAL-DEFLECTION GRILLE SUPPLY STEEL SURFACE-MOUNT 1,2,3 TITUS 272RL2 DUAL-DEFLECTION GRILLE SUPPLY ALUMINUM SURFACE-MOUNT 1,2,3 TITUS 272FL3 LINEAR BAR DIFFUSER SUPPLY ALUMINUM FLOOR-MOUNT 1,2 TITUS CT-480A LOUVERED GRILLE RETURN STEEL SURFACE-MOUNT 1,2 TITUS 350RLB LOUVERED GRILLE EXHAUST ALUMINUM SPIRAL DUCT-MOUNT 1,2 TITUS S300FLFAN SCHEDULETAG QTY. SERVICE CFMESP(IN. WC)DRIVETYPEELECTRICALCOMMENTS DESIGN EQUIPMENTVOLT. PH. FLA CONTROLEF-1 14 EXHAUST SEE COMMENT 6 0.25 DIRECT 120 1 0.2 ECM 1-6 PANASONIC FV-0511VKSL2EF-2 1 EXHAUST 50 0.5 DIRECT 120 1 0.4 DISCONNECT 1,2,7 GREENHECK CSP-A200ELECTRIC WALL HEATER SCHEDULETAG QTY.ELECTRICALCOMMENTS DESIGN EQUIPMENTKW VOLT. PH.EWH-1 12 1.5 120 1 1,2 QMARK LFK151FGAS-FIRED FURNACE SCHEDULETAG TYPE CFMESP(IN. WC)COOLING HEATING ELECTRICALCOMMENTS DESIGN EQUIPMENTTMBH SMBHEAT(°F DB/WB)LAT(°F DB/WB)INPUT MBH OUTPUT MBH EAT (°F) LAT (°F) VOLT. PH. MCAGF-1 NATURAL GAS CONDENSING 610 0.5 18.0 12.8 80/67 60.3/57.7 26.0 25.0 68 106 120 1 5.1 1-6 CARRIER 59SC5B026AIR-COOLED CONDENSING UNIT SCHEDULETAGNOMINALCAPACITY (TONS)SEERAHRI REF.NUMBERCOMPRESSOR ELECTRICALCOMMENTS DESIGN EQUIPMENTTYPE STAGES VOLT. PH. MCAACCU-1 1.5 15.5 203542854 SCROLL 1 208 1 11.8 1-6 CARRIER 24ABC6181. INSTALL UNIT ON CONCRETE EQUIPMENT PAD.2. PROVIDE INSULATED REFRIGERANT LINESET TO INDOOR COOLING COIL.3. CONTRACTOR SHALL SIZE SUCTION LINE DIAMETER FOR MAXIMUM CAPACITY LOSS OF 5%.4. PROVIDE CONTROL WIRING BETWEEN CONDENSING UNIT AND ASSOCIATED FURNACE.5. EC TO PROVIDE DISCONNECT.6. COMPLETE HEATING/COOLING SYSTEM SHALL BE ENERGY STAR CERTIFIED.1. PROVIDE WITH INTEGRAL TAMPER-PROOF THERMOSTAT.2. UNITS IN STAIRWELLS SHALL BE SURFACE-MOUNT. ALL OTHER UNITS SHALL BE RECESSED MOUNT.1. FAN TO BE SUSPENDED FROM STRUCTURE AND INSTALLED WITH RUBBER IN-SHEAR VIBRATION ISOLATORS.2. PROVIDE UNIT WITH GRAVITY BACKDRAFT DAMPER.3. FAN SHALL BE ENERGY STAR CERTIFIED.4. PROVIDE UNIT WITH RADIATION DAMPER ACCESSORY. DAMPER SHALL BE LISTED IN APPLICABLE UL ASSEMBLY PRODUCT SPEC.5. FAN SHALL OPERATE CONTINUOUSLY AT LOWER SPEED. WHEN ROOM IS OCCUPIED (AS DETERMINED BY SWITCH AND/OR OCCUPANCY SENSOR) FAN SHALL OPERATE AT HIGHER SPEED. AFTER 5 MINUTES (ADJ.) OF NO DETECTED OCCUPANCY, FAN SHALL REVERT TO LOWER SPEED.6. FANS IN ONE-BEDROOM APARTMENTS SHALL HAVE AIR FLOW AT LOW SPEED OF 40 CFM AND AT HIGH SPEED OF 80 CFM. FANS IN TWO-BEDROOM APARTMENTS SHALL HAVE AIR FLOW AT LOW SPEED OF 50 CFM AND AT HIGH SPEED OF 100 CFM.7. FAN SHALL OPERATE CONTINUOUSLY AT ALL TIMES AT SCHEDULED AIR FLOW.1. INSTALL UNIT ON 4" HOUSEKEEPING PAD.2. PROVIDE UNIT WITH WALL MOUNTED SEVEN DAY PROGRAMMABLE THERMOSTAT WITH TEMPORARY OVERRIDE CAPABILITIES.3. PROVIDE UNIT WITH FILTER HOUSING AND MERV 8 FILTER.4. PROVIDE UNIT WITH COOLING COIL AND ADAPTERS AS REQUIRED.5. PROVIDE UNIT WITH CONDENSATE NEUTRALIZER KIT.6. SUPPLY DUCT SHALL HAVE CEILING RADIATION DAMPER FOR PENETRATION INTO RATED ASSEMBLY (EXCLUDING UNIT 203). REFER TO H-300 DETAIL 2.1. COLOR AND FINISH SHALL BE APPROVED BY ARCHITECT.2. REFER TO FLOOR PLANS FOR NECK SIZE.3. ALL CEILING-MOUNTED GRILLES SHALL BE INSTALLED WITH CEILING RADIATION DAMPERS, EXCLUDING THOSE INSTALLED IN UNIT 203. SECTION 5 - WHOLE BUILDING, HOME OR RESIDENT UNIT DELIVERED VENTILATION OR DEDICATED VENTILATIONSYSTEM SHALL MEET OR EXCEED THE RATER-MEASURED VENTILATION RATE TO BE WITHIN 100-120% OF HVAC DESIGN VALUE PER THE FOLLOWING CRITERIA:1.RATER-MEASURED VENTILATION RATE IS SCHEDULED TO BE WITHIN 100-120% OF HVAC DESIGN VALUE. THE VENTILATION SYSTEM MUST BE COMPLIANT WITH ASHRAE 62.2-2010 (FOR REQUIRED VENTILATION QUANTITIES AND SEALING ALL HOLES, GAPS, AND SEAMS OF DUCTS AND THEIR CONNECTIONS) INCLUDING AS FOLLOWS: A.SUPPLY (SUCH AS AN INTAKE DUCT TO THE RETURN SIDE OF THE HVAC SYSTEM COUPLED WITH A MOTORIZED DAMPER AND CONTROL SYSTEM). B.EXHAUST (SUCH AS A CONTINUOUSLY OPERATING EXHAUST FAN). WILL BE TESTED TO +/- 15 CFM OR 15% OF DESIGN AIRFLOW.C.BALANCED (SUCH AS AN ERV OR HRV).2.THE VENTILATION AIR FLOW AND LOCAL EXHAUST AIR FLOWS WILL BE MEASURED BY THE RATER USING A FLOW HOOD, FLOW GRID, ANEMOMETER (IN ACCORDANCE WITH AABC, NEBB OR ASHRAE PROCEDURES), OR SUBSTANTIALLY EQUIVALENT METHOD. ALL SYSTEMS SHOULD BE CONSTRUCTED ACCORDINGLY.SECTION 7 - VENTILATION AIR INLETS AND SOURCESTHE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL CONTAMINATION SOURCE TERMINATIONS AND INSTALL AIR INLETS AT LEAST 10 FT. AWAY FROM ALL CONTAMINATION SOURCE TERMINATIONS AT VERTICAL WALL LOCATIONS AND INSTALL AIR INLETS AT LEAST 3 FT. AWAY FROM DRYER EXHAUSTS AND CONTAMINATION SOURCES EXITING THROUGH THE ROOF UNLESS MORE STRINGENT CRITERIA IS REQUIRED BY CODE OR INDICATED ON THE DESIGN DOCUMENTS.THE CONTRACTOR SHALL INSTALL AIR INLETS AT LEAST 4 FEET ABOVE GRADE OR ROOF DECK FOR THIS PROJECT. THE INLET SHALL HAVE RODENT AND INSECT SCREEN WITH A MAXIMUM OF 0.5" MESH SPACING. SCREENS SHALL BE ACCESSIBLE FOR CLEANING.THE VENTILATION AIR MUST COME DIRECTLY FROM OUTDOORS AND NOT FROM ATTICS, CRAWL SPACES, GARAGES OR OTHER DWELLINGS.DUCTWORK, HOODS, LOUVERS AND GRILLES USED FOR INTAKE SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER AND BE SIZES THAT MAINTAIN THE PROPER FREE AREA FOR AIRFLOW AND LIMITING MOISTURE, SNOW AND DEBRIS CARRYOVER.SECTION 10: COMBUSTION APPLIANCES1.ALL COMBUSTION APPLIANCES SHALL BE MECHANICALLY DRAFTED OR DIRECT VENTED TO THE OUTDOORS.2.FOR ATMOSPHERICALLY VENTED FIREPLACES, THE TOTAL NET RATED EXHAUST FLOW OF THE LARGEST EXHAUST FAN SHALL BE LESS THAN OR EQUAL TO 15 CFM PER 100 SQUARE FEET OF OCCUPIABLE SPACE. THE NET-EXHAUST FLOW IS DEFINED AS FLOW THROUGH AN EXHAUST SYSTEM MINUS THE COMPENSATING OUTDOOR AIRFLOW THROUGH ANY SUPPLY SYSTEM THAT IS INTERLOCKED WITH THE EXHAUST SYSTEM.3.THE CONTRACTOR SHALL COORDINATE ALL UNVENTED COMBUSTION APPLIANCES WITH THE ENERGY STAR RATER. THE RATER IS REQUIRED TO PERFORM TESTS AND THE CONTRACTOR SHALL ASSIST AS REQUIRED.SECTION 11: FILTRATION1.PROVIDE MINIMUM MERV 6 FILTERS IN ALL DUCTED MECHANICAL SYSTEMS. EXHAUST SYSTEMS DUCTED DIRECTLY TO THE OUTSIDE ARE NOT REQUIRED TO BE FILTERED.2.FILTERS SHALL BE LOCATED SUCH THAT ALL RETURN AIR AND OUTSIDE AIR IS FILTERED UPSTREAM OF THE SUPPLY FAN.3.LOCATE FILTERS TO FACILITATE ACCESS AND SERVICE. MAINTAIN CLEARANCES FOR FILTER PULL.4.PROVIDE PRE-FABRICATED FILTER HOUSING WITH GASKETS AND SEALS. HOUSING ACCESS DOOR MUST COMPLETE SEAL TO PREVENT BYPASS. SEAL DUCT CONNECTIONS TO PREVENT AIR LEAKAGE. FILTER HOUSING SHALL BE TRION AIR BEAR SUPREME OR APPROVED EQUAL. APPROVED EQUALS SHALL BE TESTED IN ACCORDANCE WITH ANSI/ASHRAE 52.2-2007 STANDARD TEST PROCEDURES AND BE UL LISTED. CONTRACTOR SHALL SUBMIT FILTERS AND HOUSING FOR REVIEW BY ENGINEER.SECTION 3: DUCT INSULATION1. ALL TRUNK DUCTS IN UNCONDITIONED SPACE SHALL BE INSULATED. SEAL ALL SEAMS, GAPS, AND HOLES OF ALL TRUNK DUCT CONNECTIONS BEFORE INSTALLING INSULATION, PREFERABLY WITH MASTIC. INSTALL INSULATION WITHOUT MISALIGNMENT, COMPRESSION, GAPS, OR VOIDS AROUND ALL CONNECTIONS AND EXPOSED DUCTWORK. SEAL DUCTINSULATION TO BOOT TO PREVENT ACCUMULATION OF CONDENSATION.2.INSTALL INSULATED DUCTWORK, BOXES, AND BOOTS IN ALL UNCONDITIONED ATTIC SPACES TO MEET THE PRESCRIPTIVE PATH. INSTALL ALL DUCTS IN UNCONDITIONED SPACES WITHOUT COMPRESSING THE INSULATION. PRESCRIPTIVE PATH: SUPPLY DUCTS IN UNCONDITIONED ATTIC SHALL HAVE GREATER THAN OR EQUAL TO R-8 INSULATION.3.ALL OTHER SUPPLY DUCTS AND ALL RETURN DUCTS IN UNCONDITIONED SPACE SHALL HAVE GREATER THAN OR EQUAL TO R-6 INSULATION. INSTALL INSULATED DUCTWORK, BOXES, AND BOOTS IN ALL UNCONDITIONED SPACES. INSTALL ALL DUCTS IN UNCONDITIONED SPACES WITHOUT COMPRESSING THE INSULATION.SECTION 2: DUCT QUALITY INSTALLATION1.INSTALL DUCTWORK CONNECTIONS AND ROUTING WITHOUT KINKS OR SHARP BENDS. COORDINATE WITH THE FRAMER, PLUMBER, ANDELECTRICIAN FOR EFFECTIVE DUCT INSTALLATION. SEAL ALL HVAC PENETRATIONS TO UNCONDITIONED SPACES OR THRU DEMISING WALLS WITH BLOCKING OR FLASHING AS REQUIRED TO MAINTAIN BUILDING PRESSURIZATION REQUIREMENTS.2.INSTALL FLEXIBLE DUCTWORK WITHOUT EXCESSIVE COILS OR LOOPS UNLESS NEEDED FOR ACOUSTICAL CONTROL. COORDINATE WITH THEFRAMER, PLUMBER, AND ELECTRICIAN FOR EFFECTIVE DUCT INSTALLATION. BALANCING DAMPERS OR PROPER DUCT SIZING SHALL BEUSED INSTEAD OF LOOPS TO LIMIT FLOW TO DIFFUSERS. WHEN BALANCING DAMPERS ARE USED, THEY SHALL BE LOCATED AT THE TRUNKTO LIMIT NOISE UNLESS THE TRUNK WILL NOT BE ACCESSIBLE WHEN THE BALANCING PROCESS IS CONDUCTED. IN SUCH CASES, OPPOSEDBLADE DAMPERS OR DAMPERS THAT ARE LOCATED IN THE DUCT BOOT ARE PERMITTED.3.FLEXIBLE DUCTWORK SHALL NOT BE INSTALLED IN UNCONDITIONED CAVITIES SMALLER THAN THE OUTER DUCTWORK DIAMETER. FLEXIBLEDUCTWORK SHALL NOT BE INSTALLED IN CONDITIONED CAVITIES SMALLER THAN THE INNER DUCTWORK DIAMETER. INSTALL DUCTS TOPREVENT COMPRESSION OF DUCT OR DUCT INSULATION.4.FLEXIBLE DUCTWORK SHALL BE SUPPORTED AT MANUFACTURER RECOMMENDED INTERVALS BUT AT A DISTANCE LESS THAN OR EQUAL TO5 FT. TO PREVENT SAGGING. INSTALL SUPPORTS AT LEAST ONE INCH WIDE. INSTALL SUPPORTS WITHOUT COMPRESSING THE DUCT ANDTHE DUCT INSULATION.5.BUILDING CAVITIES SHALL NOT BE USED AS SUPPLY OR RETURN DUCTS UNLESS THEY MEET ITEMS 3.2, 3.3, 4.1, AND 4.2 OF THE HVACSYSTEM QUALITY INSTALLATION RATER CHECKLIST. AVOID USING BUILDING CAVITIES AS DUCTS DUE TO THE DIFFICULTY OF PROPER AIRSEALING AND INSULATING THEM. IF BUILDING CAVITIES ARE USED, INSTALL INSULATION WITHOUT MISALIGNMENTS, COMPRESSIONS, GAPS,OR VOIDS IN ALL CAVITIES USED FOR DUCTS. IF NON-RIGID INSULATION IS USED, INSTALL A RIGID AIR BARRIER OR OTHER SUPPORTINGMATERIAL TO HOLD INSULATION IN PLACE. SEAL ALL SEAMS, GAPS, AND HOLES OF THE AIR BARRIER WITH CAULK OR FOAM.6.HVAC DUCTS, CAVITIES USED AS DUCTS, AND COMBUSTION AIR INLETS AND OUTLETS MAY PASS PERPENDICULARLY THROUGH EXTERIORWALLS BUT SHALL NOT BE RUN WITHIN EXTERIOR WALLS UNLESS PROVIDED WITH AT LEAST R-6 CONTINUOUS INSULATION ON EXTERIORSIDE OF THE CAVITY, ALONG WITH AN INTERIOR AND EXTERIOR AIR BARRIER WHERE REQUIRED BY THE THERMAL ENCLOSURE SYSTEMCHECKLIST. INSTALL INSULATION WITHOUT MISALIGNMENT, COMPRESSIONS, GAPS, OR VOIDS IN ALL BUILDING CAVITIES WITH DUCTS ORCAVITIES USED AS DUCTS. IF NON-RIGID INSULATION IS USED, INSTALL A RIGID AIR BARRIER OR OTHER SUPPORTING MATERIAL TO HOLDINSULATION IN PLACE. SEAL ALL SEAMS, GAPS, AND HOLES OF THE AIR BARRIER WITH CAULK OR FOAM.7.QUANTITY AND LOCATION OF SUPPLY AND RETURN DUCT TERMINALS SHALL MATCH CONTRACTOR BALANCING REPORT.8.BEDROOMS SHALL BE PRESSURE-BALANCED USING ANY COMBINATION OF TRANSFER GRILLES, JUMPER DUCTS, DEDICATED RETURN DUCTS,AND/OR UNDERCUT DOORS TO EITHER: A) PROVIDE ONE SQUARE INCH OF FREE AREA OPENING PER 1 CFM OF SUPPLY AIR, AS REPORTEDON THE CONTRACTOR-PROVIDED BALANCING REPORT: OR B) ACHIEVE A RATER-MEASURED PRESSURE DIFFERENTIAL LESS THAN OR EQUALTO 3 PA (0.012 IN. W.C.) WITH RESPECT TO THE MAIN BODY OF THE HOUSE WHEN BEDROOM DOORS ARE CLOSED AND THE AIR HANDLER ISOPERATING. FOR PROVIDING FREE AREA, REFER TO THE BALANCING REPORT PROVIDED BY THE HVAC CONTRACTOR FOR THE BEDROOMAIR FLOWS TO SIZE THE TRANSFER GRILLES AND/OR JUMPER DUCTS. INSTALL AND SEAL PROPERLY SIZED TRANSFER GRILLES DURINGFRAMING. BOTH OPENINGS OF THE TRANSFER GRILLE MUST HAVE THE REQUIRED FREE AREA. IF TRANSFER GRILLES ARE NOT USED,INSTALL AND SEAL JUMPER DUCTS DURING FRAMING. BOTH OPENINGS AND DUCTS MUST HAVE THE REQUIRED FREE AREA. FOR ACHIEVINGA RATER-MEASURED PRESSURE DIFFERENTIAL, EPA RECOMMENDS THAT TRANSFER GRILLES, JUMPER DUCTS, OR DEDICATED RETURNS BEINSTALLED. TEST THE PRESSURES OF EACH BEDROOM. FOR HVAC SYSTEM WITH MULTI-SPEED FANS, THE HIGHEST DESIGN FAN SPEEDSHALL BE USED WHEN VERIFYING THIS REQUIREMENT.SECTION 9: VENTILATION AND EXHAUST FAN RATINGS1.ALL INTERMITTENT SUPPLY AND EXHAUST FANS SHALL BE RATED BY THE MANUFACTURER TO OPERATE AT LESS THAN OR EQUAL TO 3.0 SONES. EXCEPTION: FANS GREATER THAN 400 CFM.2.ALL CONTINUOUSLY OPERATING SUPPLY AND EXHAUST FANS SHALL BE RATED BY THE MANUFACTURER TO OPERATE AT LESS THAN OR EQUAL TO 1.0 SONES.3.BATHROOM FANS USED AS PART OF A WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM SHALL BE ENERGY STAR QUALIFIED, UNLESS SPECIFIED FLOW RATE IS GREATER THAN 500 CFM.4.ALL FANS REQUIRED TO BE ENERGY STAR QUALIFIED SHALL HAVE ENERGY STAR LOGO ON THE ASSOCIATED SUBMITTALS. HAND WRITTEN NOTATIONS ARE NOT ACCEPTABLE.5.ALL FAN SUBMITTALS SHALL INCLUDE MANUFACTURER'S RATED SONES LEVEL AND SCHEDULED PERFORMANCE VALVES.SECTION 8: LOCAL MECHANICAL EXHAUST1.THE KITCHEN SHALL HAVE AN EXHAUST SYSTEM THAT EXHAUSTS DIRECTLY TO THE OUTDOORS AND SHALL OPERATE CONTINUOUSLY AT A RATE OF GREATER THAN OR EQUAL TO 5 AIR CHANGES PER HOUR BASED ON KITCHEN VOLUME OR OPERATE INTERMITTENTLY AT A RATE GREATER THAN 100 CFM. FANS THAT ARE USED AT A CONTINUOUS RATE SHALL BE RATED FOR CONTINUOUS USE. RECIRCULATING FANS ARE NOT ACCEPTABLE.2.KITCHEN VOLUME SHALL BE DETERMINED BY DRAWING THE SMALLEST POSSIBLE RECTANGLE ON THE FLOOR PLAN THAT ENCOMPASSES ALL CABINETS, PANTRIES, ISLANDS, AND PENINSULAS AND MULTIPLYING BY THE AVERAGE CEILING HEIGHT FOR THIS AREA. CABINET VOLUME SHALL BE INCLUDED IN THE KITCHEN VOLUME CALCULATION.3.EACH BATHROOM SHALL HAVE AN EXHAUST SYSTEM THAT EXHAUSTS DIRECTLY TO THE OUTDOORS AND SHALL OPERATE CONTINUOUSLY AT A RATE OF GREATER THAN OR EQUAL 20 CFM OR OPERATE INTERMITTENTLY AT A RATE GREATER THAN 50 CFM. FANS THAT ARE USED AT A CONTINUOUS RATE SHALL BE RATED FOR CONTINUOUS USE.4.AN INTERMITTENT EXHAUST SYSTEM, WHERE PROVIDED, SHALL BE DESIGNED TO OPERATE AS NEEDED BY THE OCCUPANT. CONTROL DEVICES SHALL NOT IMPEDE OCCUPANT CONTROL IN INTERMITTENT SYSTEMS.5.ALL FANS THAT SHARE A COMMON EXHAUST DUCT SHALL BE EQUIPPED WITH A BACK-DRAFT DAMPER. REMOVE ALL PACKING TAPE FROM BACK-DRAFT DAMPERS UPON INSTALLATION.6.COMMON EXHAUST DUCTS SHALL NOT BE SHARED BY FANS IN SEPARATE DWELLINGS.7.CLOTHES DRYERS SHALL BE VENTED DIRECTLY TO THE OUTDOORS, EXCEPT FOR VENT-LESS DRYERS EQUIPPED WITH A CONDENSATE DRAIN. VENT CLOTHES DRYERS IN ACCORDANCE WITH THE MECHANICAL CODE OF NEW YORK STATE.8.DO NOT USE DEVICES THAT REMOVE LINT AND/OR BRING THE HEAT BACK INTO THE SPACE.9.DO NOT EXHAUST DRYERS WITHIN 10 FEET OF AN AIR COOLED CONDENSING UNIT.10.ALL EXHAUST FANS SHALL BE DIRECTLY DUCTED TO THE EXTERIOR WITH LITTLE OR NO RESTRICTION.11.SEAL ALL SEAMS, GAPS, HOLES, AND CONNECTIONS TO THE EXTERIOR OF ALL EXHAUST DUCTS WITH MASTIC. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE A PROPER QUALITY INSTALLATION. THE EXHAUST DUCTWORK WILL BE TESTED FOR LEAKS AT THE END OF THE PROJECT AND THE CONTRACTOR IS RESPONSIBLE FOR THE RESULTS OF THE TEST.SECTION 6 - THERMOSTAT AND HVAC UNIT CONTROLS:1.THERMOSTAT:AIR FLOW IS PRODUCED WHEN THE CENTRAL HVAC INDOOR FURNACE OR FAN COIL EVAPORATOR FAN IS ENERGIZED. THIS IS ACCOMPLISHED BY SETTING THE THERMOSTAT TO "FAN" AND SELECTING THE COOLING OR HEATING MODE WILL INDEX THE COOLING OR HEATING PORTIONS OF THE SYSTEM TO PROVIDE EITHER COOLED OR HEATED AIR TO MEET THE ROOM OR UNIT THERMOSTAT SETPOINT.THE RATER, AS PART OF THE TESTING WILL TURN THE SYSTEM ON TO COOL AND CHANGE THE SET POINT TEMPERATURE TO 3°F BELOW THE AMBIENT TEMPERATURE. THE RATER WILL THEN RETURN THE THERMOSTAT TO THE ORIGINAL SETTING. THE RATER WILL WAIT FOR A PERIOD OF TIME AS RECOMMENDED BY THE UNIT MANUFACTURER OR WAIT FOR THE SYSTEM PREPROGRAMMED CYCLE BETWEEN COOLING AND HEATING MODE AND SET THE SYSTEM ON TO HEATING AND CHANGE THE SET POINT TO 3°F ABOVE THE AMBIENT. THE RATER WILL THEN RETURN THE THERMOSTAT TO THE ORIGINAL SETTING.THE RATER WILL VERIFY THAT THE HEATING AND COOLING SYSTEMS ARE WORKING PROPERLY BY MEASURING THE OUTPUT TEMPERATURE OF THE SYSTEMS DURING THE APPROPRIATE CYCLES.IN CASES WHERE THE CONDENSER UNIT OR OUTDOOR HEAT PUMP SECTION CAN ABSOLUTELY ONLY BE INSTALLED AFTER THE TIME OF INSPECTION BY THE RATER, THE RATER IS EXEMPT FROM VERIFYING THE COOLING MODE OR HEATING IF IT IS A HEAT PUMP UNIT.2.ENERGY RECOVERY DEVICES OR CONTINUOUSLY OPERATING FANS, OTHER THAN BATHROOM OR TOILET ROOM FANS:IT IS IMPORTANT FOR HVAC CONTRACTORS AND ELECTRICIANS TO LOCATE THE OVERRIDE CONTROLS FOR CONTINUOUSLY OPERATING VENTILATION AND EXHAUST FANS IN A LOCATION EASILY ACCESSIBLE TO THE OCCUPANT. IT IS ALSO IMPORTANT TO PROPERLY LABEL THESE CONTROLS. IF CONTROLS ARE NOT PROPERLY LABELED, FANS MAY BE MISTAKENLY TURNED OFF.OVERRIDE CONTROL LOCATION RECOMMENDATIONS:LOCATION OF THE LABELED CONTROL NEAR THE THERMOSTAT CREATES A TYPE OF CONTROL CENTER FOR THE OCCUPANT. THIS ALLOWSACCESS THE MAJORITY OF THE HVAC SYSTEM CONTROLS IN ONE LOCATION. THIS SETUP IS IDEAL FOR VENTILATION SYSTEMS, SUCH AS ERV'SAND HRV'S THAT MAY BE LOCATED IN INACCESSIBLE PLACES.LOCATING A SWITCH OR SWITCHING BREAKER AT AN ELECTRICAL PANEL WITH A LABEL WOULD BE SUITABLE WHERE THERE ARE MULTIPLECONTINUOUSLY RUNNING EXHAUST FANS.BATHROOM OR TOILET EXHAUST FANS MAY BE SPECIFIED FOR THIS PROJECT TO HAVE INTERNAL OVERRIDE SYSTEMS, EITHER ON THEELECTRICAL SWITCH PLATE OR DEFINED IN THE MANUFACTURER'S MANUAL. THESE EXHAUST FANS MEET THE REQUIREMENTS AS LONG AS THE OVERRIDE IS ACCESSIBLE AND THE DOCUMENTATION IS REVIEWED BY THE RATER.THE SWITCHES OR CONTROL DEVICES SHOULD CLEARLY, PERMANENTLY AND PROFESSIONALLY LABELED FOR THE EQUIPMENT SERVED AND THE FUNCTIONS. IF REQUIRED ON PLANS OR ELSEWHERE IN THE SPECIFICATIONS THERE SHALL ALSO BE A PILOT LIGHT TO INDICATE EQUIPMENT IS ENERGIZED.3.CONTINUOUSLY OPERATING VENTILATION AND EXHAUST FANS MUST INCLUDE READILY ACCESSIBLE OVERRIDE CONTROLS.4.FUNCTION OF VENTILATION CONTROLS IS OBVIOUS (E.G. BATHROOM EXHAUST FAN) OR, IF NOT, CONTROLS HAVE BEEN LABELED.SECTION 1: REVIEW OF HVAC SYSTEM QUALITY INSTALLATION CONTRACTOR CHECKLIST1. COMPLETE AND COLLECT FOR RECORDS HVAC SYSTEM QUALITY INSTALLATION CONTRACTOR CHECKLIST IN ITS ENTIRETY, ALONG WITH DOCUMENTATION ON VENTILATION SYSTEM, FULL LOAD CALCULATIONS, AHRI CERTIFICATE AND BALANCING REPORT. IT IS THE CONTRACTOR'S EXCLUSIVE RESPONSIBILITY TO ENSURE THE SYSTEM DESIGN AND INSTALLATION COMPLY WITH THE CONTRACTOR CHECKLIST SPECIFICATIONS. THE RATER IS ONLY RESPONSIBLE FOR ENSURING THAT THE CONTRACTOR HAS COMPLETED THE CONTRACTOR CHECKLIST IN ITS ENTIRETY AND VERIFYING THE DISCRETE OBJECTIVE PARAMETERS REFERENCED IN THE CHECKLIST, NOT FOR ASSESSING THE ACCURACY OF THE LOAD CALCULATIONS OR FIELD VERIFICATIONS INCLUDED, NOR TO VERIFY THE ACCURACY OF EVERY INPUT ON THE CONTRACTOR CHECKLIST.2.REVIEW THE FOLLOWING PARAMETERS RELATED TO SYSTEM COOLING DESIGN, SELECTION, AND INSTALLATION FROM HVACCONTRACTOR CHECKLIST:A.OUTDOOR DESIGN TEMPERATURES ARE EQUAL TO 1% AND 99% ACCA MANUAL J DESIGN TEMPERATURES FORCONTRACTOR-DESIGNATED DESIGN LOCATION.B.HOME ORIENTATION MATCHES ORIENTATION OF RATED HOME.C. NUMBER OF OCCUPANTS EQUALS NUMBER OF OCCUPANTS IN RATED HOME. THE NUMBER OF OCCUPANTS AMONG ALL HVACSYSTEMS IN THE HOME SHALL BE EQUAL TO THE NUMBER OF RESNET-DEFINED BEDROOMS PLUS ONE. OCCUPANTS LISTEDFOR SYSTEMS FOR WHICH THE HEADER OF THE CONTRACTOR CHECKLIST INDICATES THAT IT IS DESIGNED TO HANDLETEMPORARY OCCUPANT LOADS SHALL BE PERMITTED TO EXCEED THIS LIMIT.D.CONDITIONED FLOOR AREA IS WITHIN +/-10% OF CONDITIONED FLOOR AREA OF RATED HOME.E. WINDOW AREA IS WITHIN +/-10% OF CALCULATED WINDOW AREA OF RATED HOME.F.PREDOMINANT WINDOW SHGC IS WITHIN 0.1 OF PREDOMINANT VALUE IN RATED HOME. PREDOMINANT IS DEFINED AS THESHGC VALUE USED IN THE GREATEST AMOUNT OF WINDOW AREA IN THE HOME.G.LISTED LATENT COOLING CAPACITY EXCEEDS DESIGN LATENT HEAT GAIN.H.LISTED SENSIBLE COOLING CAPACITY EXCEEDS DESIGN SENSIBLE HEAT GAIN.I.LISTED TOTAL COOLING CAPACITY IS 95-115% (OR 95-125% FOR HEAT PUMPS IN CLIMATE ZONES 4-8) OF DESIGN TOTAL HEATGAIN, OR HEAT NOMINAL SIZE. FOR COOLING SYSTEMS THE NEXT LARGEST NOMINAL PIECE OF EQUIPMENT MAY BE USED THATIS AVAILABLE TO SATISFY THE LATENT AND SENSIBLE REQUIREMENTS. SINGLE-SPEED SYSTEMS GENERALLY HAVE OEMNOMINAL SIZE INCREMENTS OF 1/2 TON. MULTI-SPEED OR MULTI-STAGE EQUIPMENT MAY HAVE OEM NOMINAL SIZEINCREMENTS OF ONE TON. THEREFORE, THE USE OF THESE ADVANCED SYSTEM TYPES CAN PROVIDE EXTRA FLEXIBILITY TOMEET THE EQUIPMENT SIZING REQUIREMENTS.J.HVAC MANUFACTURER AND MODEL NUMBERS ON INSTALLED EQUIPMENT, CONTRACTOR CHECKLIST, AND AHRI CERTIFICATE OROEM CATALOG DATA ALL MATCH. IN CASES WHERE THE CONDENSER UNIT IS INSTALLED AFTER THE TIME OF INSPECTION BYTHE RATER, THE HVAC MANUFACTURER AND MODEL NUMBERS ON INSTALLED EQUIPMENT CAN BE DOCUMENTED THROUGH THEUSE OF PHOTOGRAPHS PROVIDED BY THE HVAC CONTRACTOR AFTER INSTALLATION IS COMPLETE.K.USING REPORTED LIQUID LINE OR SUCTION LINE PRESSURE, CORRESPONDING TEMPERATURE (AS DETERMINED USINGPRESSURE/TEMPERATURE CHART FOR REFRIGERANT TYPE) MATCHES REPORTED CONDENSER OR EVAPORATOR SATURATIONTEMPERATURE (PLUS OR MINUS 3°). IF CONTRACTOR HAS INDICATED THAT AN OEM TEST PROCEDURE HAS BEENUSED IN PLACE OF A SUB-COOLING OR SUPER-HEAT PROCESS AND DOCUMENTATION HAS BEEN ATTACHED THAT DEFINES THISPROCEDURE, THEN THE BOX FOR "N/A" SHALL BE CHECKED FOR THIS ITEM.L.CALCULATED SUB-COOLING OR SUPERHEAT VALUE IS WITHIN +/-3°F OF REPORTED TARGET SUB-COOLING OR +/-5°F OF REPORTED TARGET SUPERHEAT TEMPERATURE. IF CONTRACTOR HAS INDICATED THAT AN OEM TEST PROCEDURE HAS BEEN USED IN PLACE OF A SUB-COOLING OR SUPER-HEAT PROCESS AND DOCUMENTATION HAS BEEN ATTACHED THAT DEFINES THIS PROCEDURE, THEN THE BOX FOR "N/A"SHALL BE CHECKED FOR THIS ITEM.3. RATER-VERIFIED SUPPLY AND RETURN DUCT STATIC PRESSURE SHALL BE LESS THAN 110% OF CONTRACTOR RECORD VALUES.4.SUBMIT CONTRACTOR PREPARED REPORT INDICATING THE ROOM NAME AND DESIGN AIRFLOW FOR EACH SUPPLY AND RETURNREGISTER TO RATER FOR RECORD. IN ADDITION, FINAL BALANCING REPORT INDICATING ROOM AIRFLOWS MEASURED ANDDOCUMENTED ON BALANCING REPORT: MEASURED AND DOCUMENTED BY THE CONTRACTOR.5.HVAC CONTRACTOR HOLDS CREDENTIALS NECESSARY TO COMPLETE THE HVAC SYSTEM QI CONTRACTOR CHECKLIST. THE RATER MUSTCONFIRM THE CONTRACTOR HOLDS THE CREDENTIALS.SECTION 4: DUCT LEAKAGEDUCT LEAKAGE SHALL MEET OR EXCEED THE FOLLOWING CRITERIA:1.TOTAL RATER-MEASURED DUCT LEAKAGE = 8 CFM25 (CFM25 = CFM @ 25 PASCALS AIR PRESSURE) PER 100 SQ. FT. OF CONDITIONED FLOOR AREA (CFA).A. SEAL ALL SEAMS, GAPS, AND HOLES OF ALL TRUNK DUCT CONNECTIONS BEFORE INSTALLING INSULATION, PREFERABLY WITHMASTIC.B.INSTALL INSULATION WITHOUT MISALIGNMENTS, COMPRESSIONS, GAPS, OR VOIDS AROUND ALL CONNECTIONS AND EXPOSED DUCTWORKC. SEAL DUCT INSULATION IN PLACE.D.EPA RECOMMENDS TESTING DUCTS ONLY AFTER COMPLETING A VISUAL INSPECTION OF PROPER DUCT SEALING.2. RATER-MEASURED DUCT LEAKAGE TO OUTDOORS = 4 CFM25 PER 100 SQ. FT. OF CONDITIONED FLOOR AREA.A.SEAL ALL SEAMS, GAPS, AND HOLES OF ALL TRUNK DUCT CONNECTIONS BEFORE INSTALLING INSULATION. MASTIC IS RECOMMENDED FOR SEALINGB.INSTALL INSULATION WITHOUT MISALIGNMENT, COMPRESSION, GAPS, OR VOIDS AROUND ALL CONNECTIONS AND EXPOSED DUCTWORK.C.SEAL DUCT INSULATION IN PLACE. D.EPA RECOMMENDS TESTING DUCTS ONLY AFTER COMPLETING A VISUAL INSPECTION OF PROPER DUCT SEALING.3.ADDITIONAL TESTING, QUALIFICATION AND INSTALLATION GUIDELINES TO MEET FOR LEAKAGE CRITERIAA.DUCT LEAKAGE SHALL BE DETERMINED AND DOCUMENTED BY A RATER USING A RESNET-APPROVED TESTING PROTOCOL ONLY AFTER ALL COMPONENTS OF THE SYSTEM HAVE BEEN INSTALLED (E.G., AIR HANDLER AND REGISTER GRILLES). LEAKAGE LIMITS SHALL BE ASSESSED ON A PER-SYSTEM BASIS, RATHER THAN PER RESIDENT UNIT, WHERE COMMON SYSTEMS ARE USED. TESTING OF DUCT LEAKAGE TO THE OUTSIDE CAN BE WAIVED, HOWEVER THIS MUST BE CONFIRMED BY THE RATER FOR EACH PROJECT IF ALL DUCTS AND AIR HANDLING EQUIPMENT ARE LOCATED WITHIN THE HOME'S AIR AND THERMAL BARRIERS, AND ENVELOPE LEAKAGE HAS BEEN TESTED TO BE LESS THAN OR EQUAL TO HALF OF THE PRESCRIPTIVE PATH INFILTRATION LIMIT FOR THE CLIMATE ZONE WHERE THE HOME IS TO BE BUILT.B.FOR ALL HOMES OR UNITS THAT SERVE LESS THAN 1,200 SQ. FT. OF CONDITIONED FLOOR AREA (CFA), TOTAL MEASURED DUCT LEAKAGE SHALL BE = 8 CFM25 PER 100 SQ. FT. OF CFA AND MEASURED DUCT LEAKAGE TO OUTDOORS SHALL BE = 5 CFM25 PER 100 SQ. FT. OF CFA.C.IF TOTAL DUCT LEAKAGE IS = 4 CFM25 PER 100 SQ. FT. OF CONDITIONED FLOOR AREA, OR = 5 CFM25 PER 100 SQ. FT. OF CONDITIONED FLOOR AREA FOR HOMES OR UNITS THAT HAVE LESS THAN 1,200 SQ. FT. OF CONDITIONED FLOOR AREA, THEN LEAKAGE TO OUTDOORS NEED NOT BE TESTED.D.WHERE DUCTWORK, DUCT BOOTS, PLENUMS AND OTHER DEVICES PENETRATE ANY BUILDING ELEMENT THE OPENINGS SHALL BE CUT NEATLY AND CLOSE TO THE ACTUAL SIZE OF THE DUCT, BOOT OR PLENUM TO MINIMIZE GAPS AND THE EXTENT OF SEALANT MATERIAL. WORK SHALL BE ACCOMPLISHED IN A NEAT AND WORKMAN LIKE MANNER. DUCT BOOTS SEALED TO FLOOR, WALL, OR CEILING USING CAULK, FOAM, MASTIC TAPE, OR MASTIC PASTE. THIS SHALL BE COORDINATED BY ALL APPROPRIATE TRADES. POOR INSTALLATIONS WITH TOO MUCH TOLERANCE CAUSING EXCESSIVE SEALANT MATERIAL SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTIVE ACTION TO BE TAKEN.E.DUCT CONNECTIONS, PARTIAL AND FULL CASED SECTIONS OF THE FAN COIL UNIT-FURNACE-HEAT PUMP UNIT, OR AIR HANDLING UNIT AND SERVICE DOORS OR ACCESS PANELS SHALL BE SEALED WITH PERMANENT MASTIC, HIGH QUALITY NON PERMEABLE FOAM, NEOPRENE, CORK GASKET OR HIGH QUALITY AIR TIGHT SEALING CAULK AT FIXED POINTS AND / OR UL RATED TAPE WHEN ACCESS IS REQUIRED. WHERE TAPE IS UTILIZED A SUFFICIENT AMOUNT OF ROLLS OF TAPE SHALL BE PROVIDED TO BE KEPT AT THE PROJECT AND TURNED OVER TO THE BUILDING OWNER TO RESEAL THE SERVICE POINTS AFTER CUTTING OR REMOVING THE TAPE PROVIDED TO MEET THE LEAKAGE TESTS.ENERGY STAR QUALIFIED HOMES, REQUIREMENTS:ENERGY STAR QUALIFIED HOMES, REQUIREMENTS (CONT.)ENERGY STAR QUALIFIED HOMES, REQUIREMENTS (CONT.)1. CONTRACTORS SHALL BE ACCA-QUALIFIED AND COMPLY WITH ENERGY STAR QUALIFIED HOMES, VERSION 3.1 (REV. 9), HVAC SYSTEM QUALITY INSTALLATION RATER CHECKLIST AND REQUIREMENTS NOTED BELOW.These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. ©387 East Main Street Rochester NY 14604585 232 8300 | rochester@swbr.comFILE PATH:SWBR Project NumberChecked By:Project Manager:Drawn By:RevisionsHCR SHARS NO.: 20186049TURNERE N G I N E E R I N G , P COne Woodbury BoulevardRochester, NY 14604585.381.3360 Tel15225.00209 Elm Street, Ithaca NY9/11/2019 2:40:57 PMM:\MJD\Revit Backups\19173 - Elm Street Apartments - TE_mdobbertin.rvtDHEnergy Star QualifiedHomes RequirementsDDTMJDH-002Construction SetIthaca Neighborhood HousingServicesCayuga Flats115 West Clinton StreetIthaca NY, 148509/13/2019Project No. 19173 147LAUNDRY146JANITORS148ENTRY149ENTRY150ELEC1041 BRUNIT B1032 BRUNIT1011 BRUNIT B1022 BRUNIT145WATER144RPZ143ENTRY142ENTRY141BLDGSTORST01STAIR01ST02STAIR02EWH-1EWH-1EWH-1EWH-1EWH-1EWH-1EWH-1EWH-1EWH-1EWH-1EWH-1EWH-142332211122316"x8"8"ø8"ø6"ø8"ø14"x10"GF-1EF-1EF-16"ø6"ø10"x6"23010"x6"114010"x6"123010"x6"121010"x6"116510"x6"116510"x6"115010"x6"115010"x6"116510"x6"116510"x6"117010"x6"123016"x8"16"x8"10"x6"11006"ø10"x6"2308"ø8"ø8"ø8"ø8"ø8"ø8"ø8"ø8"ø8"ø18"x10"A61018"x10"A6106"ø6"ø18"x10"18"x10"16"x8"GF-1GF-116"x8"10"x6"110010"x6"2306"ø6"ø6"øEF-1EF-16"ø6"ø6"ø8"ø6"ø18"x8"8"ø8"ø6"ø18"x10"A61016"x8"10"x6"23010"x6"1180GF-118"x10"A610EF-24"ø10"x3"B508ACCU-1-101ACCU-1-102ACCU-1-103ACCU-1-1043888ACCU-1-201999999999ACCU-1-301ACCU-1-202ACCU-1-302ACCU-1-203ACCU-1-204ACCU-1-304ACCU-1-205ACCU-1-3057777776666TTTT51616162011 BRADA2021 BRUNIT A2032 BRTNHS2041 BRUNIT A2051 BRUNIT A10112126"x6"11006"x6"150111315111231211151112111212233141151223318"ø8"ø8"ø8"ø6"ø6"ø10"x6"121010"x6"12006"ø16"x8"8"ø6"ø8"ø6"ø6"ø6"øEF-1EF-110"x6"117010"x6"23010"x6"117010"x6"121010"x6"12006"ø6"ø8"ø16"x8"8"ø6"ø6"ø10"x18"A6106"ø8"ø8"ø10"x6"120010"x6"121016"x8" 16"x8"8"ø6"ø10"x18"A61010"x6"23010"x18"A61016"x8"GF-1GF-110"x14"10"x14"8"ø8"ø8"ø8"ø6"ø10"x6"120010"x6"1190EF-1EF-16"ø6"ø10"x18"A610GF-1GF-110"x18"A61010"x14"10"x14"10"x6"23010"x6"117010"x6"23010"x6"11906"ø8"øEF-14"ø6"x6"16577771566666TTTTT1414141616166"x6"130These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. ©387 East Main Street Rochester NY 14604585 232 8300 | rochester@swbr.comFILE PATH:SWBR Project NumberChecked By:Project Manager:Drawn By:RevisionsHCR SHARS NO.: 20186049TURNERE N G I N E E R I N G , P COne Woodbury BoulevardRochester, NY 14604585.381.3360 Tel15225.00209 Elm Street, Ithaca NY9/11/2019 2:41:01 PMM:\MJD\Revit Backups\19173 - Elm Street Apartments - TE_mdobbertin.rvtDHLower Level and FirstFloor Plans - HVACDDTMJDH-100Construction SetIthaca Neighborhood HousingServicesCayuga Flats115 West Clinton StreetIthaca NY, 148509/13/2019Project No. 19173 3/16" = 1'-0"1LOWER LEVEL - NEW WORK - HVAC 3/16" = 1'-0"2FIRST FLOOR - NEW WORK - HVACH-100 DRAWING NOTES1 SIDEWALL KITCHEN EXHAUST TERMINAL. PROVIDE WALL CAPWITH BACKDRAFT DAMPER AND ALUMINUM BIRDSCREEN.2 SIDEWALL BATHROOM EXHAUST TERMINAL. PROVIDE WALL CAPWITH BACKDRAFT DAMPER AND ALUMINUM BIRDSCREEN.3 2” VENT AND COMBUSTION AIR TO WALL CAVITY ON FLOORABOVE. CONCENTRIC VENTING IS PROHIBITED.4 4” EXHAUST AND DRYER EXHAUST UP TO CHASE ON FLOORABOVE.5 CONNECT 4" DRYER EXHAUST DUCTS TO STACKED DRYERS(DRYERS BY OTHERS).6 CONNECT 6" EXHAUST DUCT TO KITCHEN EXHAUST HOOD (HOODBY OTHERS).7 PROVIDE TRANSFER DUCT IN WALL WITH TRANSFER GRILLES.GRILLES SHALL BE 12"x10". DUCT IN WALL SHALL BE 12"x3".MOUNT GRILLE IN BEDROOM AT 7'-0" A.F.F. AND GRILLE INLIVING AREA AT 1'-6" A.F.F.8 INSTALL AIR-COOLED CONDENSING UNIT ON OUTDOOREQUIPMENT PAD. REFER TO H-300 DETAIL 3. PROVIDEREFRIGERANT LINESETS BETWEEN ACCU AND ASSOCIATEDINDOOR FURNACE UNIT.9 INSTALL AIR-COOLED CONDENSING UNIT ON OUTDOOREQUIPMENT PAD. REFER TO H-300 DETAIL 3. PROVIDEREFRIGERANT LINESETS BETWEEN ACCU AND ASSOCIATEDINDOOR FURNACE UNIT. LOCATE CONDENSING UNIT MINIMUM 36"FROM GAS METERS.10 SIDEWALL DRYER EXHAUST TERMINAL. PROVIDEMANUFACTURER’S RECOMMENDED SIDEWALL TERMINAL WITHBACKDRAFT DAMPER. BIRDSCREENS ARE PROHIBITED INDRYER EXHAUST.11 CEILING RADIATION DAMPERS ARE NOT REQUIRED FORFLOOR/CEILING ASSEMBLY IN THIS APARTMENT.12 SUPPLY DUCT UP TO FLOOR REGISTER ABOVE. REFER TOSECOND FLOOR PLAN FOR DUCT SIZE.13 6”x3” SUPPLY DUCT UP TO WALL CAVITY ON FLOOR ABOVE.14 4” DRYER EXHAUST UP IN WALL CAVITY TO FLOOR ABOVE.15 4” VENT AND COMBUSTION AIR UP FROM FLOOR BELOW TOFLOOR ABOVE IN WALL CAVITY.16 PENETRATIONS GREATER THAN 1” DIAMETER THROUGH BRACEDWALL PANELS WHICH BREAK THE SILL PLATE, DOUBLE TOPPLATE, AND/OR STUDS ARE PROHIBITED. SEE 3/S-503 FORSIZE LIMITATIONS AND BLOCKING REQUIREMENTS FOR ALLHORIZONTAL PENETRATIONS THROUGH BRACED WALL PANELSHEATHING. SHOULD CONFLICTS OCCUR, CONTRACTOR SHALLNOTIFY STRUCTURAL ENGINEER OF RECORD IMMEDIATELY FORREMEDIAL ACTION.#1 8/30/19 HCR CommentsGENERAL NOTE:ALL SUPPLY AND EXHAUST DUCTWORK AND FURNACE VENT AND COMBUSTION AIR PIPING SHALL BE RUN INSIDE RATED ASSEMBLY. ALL RETURN DUCTWORK SHALL BE RUN BELOW ASSEMBLY.PENETRATIONS OF THE RATED ASSEMBLY BY SUPPLY DUCTWORK AND BATHROOM EXHAUST DUCTWORK SHALL BE PROTECTED WITH CEILING RADIATION DAMPERS.DUCTWORK IN THE ASSEMBLY RUNNING NORTH AND SOUTH SHALL BE LOCATED WITHIN TRUSS WEBBING. DUCTWORK RUNNING EAST AND WEST SHALL BE LOCATED IN POCKETS BETWEEN TRUSSES. 3051 BRUNIT C3041 BRUNIT C2032 BRTNHS3021 BRUNIT C3011 BRUNIT C315518"x3½"10"x6"121010"x6"121010"x6"120010"x6"120010"x6"117010"x6"2306"øEF-18"ø16"x8"6"ø8"ø8"ø8"ø8"ø16"x8"6"ø8"ø10"x18"A6106"øEF-110"x6"23010"x14"10"x18"A61010"x14"EF-110"x6"120010"x6"12108"ø8"ø16"x8"8"ø6"ø16"x8"10"x6"1170310012"x3½"33012"x3½"35012"x3½"6"x6"2306"ø10"x6"1170EF-1EF-16"ø6"ø10"x6"23010"x18"A610GF-1GF-110"x6"120010"x6"11908"ø8"ø10"x14"10"x18"A61010"x6"11908"ø6"ø10"x14"134234214666426714453434GF-1GF-12218888848TTTT5559121212121010910129121210101191212111111These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. ©387 East Main Street Rochester NY 14604585 232 8300 | rochester@swbr.comFILE PATH:SWBR Project NumberChecked By:Project Manager:Drawn By:RevisionsHCR SHARS NO.: 20186049TURNERE N G I N E E R I N G , P COne Woodbury BoulevardRochester, NY 14604585.381.3360 Tel15225.00209 Elm Street, Ithaca NY9/11/2019 2:41:02 PMM:\MJD\Revit Backups\19173 - Elm Street Apartments - TE_mdobbertin.rvtDHSecond Floor and RoofPlans - HVACDDTMJDH-101Construction SetIthaca Neighborhood HousingServicesCayuga Flats115 West Clinton StreetIthaca NY, 148509/13/2019Project No. 19173 3/16" = 1'-0"1SECOND FLOOR - NEW WORK - HVAC 3/16" = 1'-0"2ROOF PLAN - HVAC#H-101 DRAWING NOTES1 6” KITCHEN EXHAUST UP THROUGH ROOF. CONNECTTO KITCHEN EXHAUST HOOD BY GC.2 6” BATHROOM EXHAUST UP THROUGH ROOF.3 2” VENT AND COMBUSTION AIR UP THROUGH ROOF.4 2” VENT AND COMBUSTION AIR UP IN WALL CAVITYFROM FLOOR BELOW AND THROUGH ROOF.5 4” DRYER EXHAUST UP IN WALL CAVITY FROMFLOOR BELOW AND THROUGH ROOF.6 FLOOR REGISTER. DUCT CONNECTION FROM BELOWSHALL MATCH NECK SIZE.7 6”x3” SUPPLY DUCT IN WALL CAVITY UP FROMFLOOR BELOW FOR SIDEWALL SUPPLY GRILLE.MOUNT GRILLE 1’-0” CENTERLINE AFF.8 PROVIDE TRANSFER DUCT IN WALL WITH TRANSFERGRILLES. GRILLES SHALL BE 12"x10". DUCT IN WALLSHALL BE 12"x3". MOUNT GRILLE IN BEDROOM AT7'-0" A.F.F. AND GRILLE IN LIVING AREA AT 1'-6"A.F.F.9 PROVIDE HOODED ROOF CAP FOR KITCHENEXHAUST. PROVIDE WITH BIRDSCREEN ANDBACKDRAFT DAMPER.10 PROVIDE GOOSENECK TERMINATION FORBATHROOM EXHAUST. PROVIDE WITH BIRDSCREENAND BACKDRAFT DAMPER.11 PROVIDE GOOSENECK TERMINATION FOR DRYEREXHAUST. PROVIDE WITH BACKDRAFT DAMPER.BIRDSCREEN IS PROHIBITED.12 PROVIDE 2-PIPE ROOF TERMINATION PERMANUFACTURER’S INSTALLATION INSTRUCTIONS.1 8/30/19 HCR CommentsGENERAL NOTE:ALL SUPPLY AND EXHAUST DUCTWORK AND FURNACE VENT AND COMBUSTION AIR PIPING SHALL BE RUN INSIDE RATED ASSEMBLY. ALL RETURN DUCTWORK SHALL BE RUN BELOW ASSEMBLY.PENETRATIONS OF THE RATED ASSEMBLY BY SUPPLY DUCTWORK AND BATHROOM EXHAUST DUCTWORK SHALL BE PROTECTED WITH CEILING RADIATION DAMPERS.DUCTWORK IN THE ASSEMBLY RUNNING NORTH AND SOUTH SHALL BE LOCATED WITHIN TRUSS WEBBING. DUCTWORK RUNNING EAST AND WEST SHALL BE LOCATED IN POCKETS BETWEEN TRUSSES. 4"PROVIDE SHEET METAL TRANSITION PIECE THROUGH DRYER BOX OUTLET, THEN BACK TO 4" DIAMETERDRYERPROVIDE DRYER BOX MODEL 425, AS MANUFACTURED BY IN-O-VATE TECHNOLOGIES, INC.4NO SCALEDRYER VENT DETAILFCFCCASED COOLING COILFURNACEPROVIDE BLOCK SUPPORT FOR RETURN AIR DUCTWORKSUPPLY AIR DUCTRETURN AIR DUCT SIZE AS NOTED ON PLANSAIR FILTER HOUSING2" HIGH NEOPRENE VIBRATION ISOLATION2NO SCALETYPICAL FURNACE DETAIL18"x14" CEILING RADIATION DAMPEROFFSET SUPPLY DUCT AS NECESSARY TO FIT RADIATION DAMPER BETWEEN TRUSSES.1NO SCALESUPPLY BRANCH TAKEOFFMAIN SUPPLYFLOW45° LEAD-IN RIGID DUCT TO AIR TERMINAL UNIT.FLOWPLAN VIEWPROVIDE VOLUME DAMPER FOR EACH TERMINAL BRANCHFINISHED GRADECONCRETE EQUIPMENT PAD#2 CRUSHED STONE, 8" DEEP4"3NO SCALEPROVIDE 6"x6" #6 WELDED WIREMESH IN PAD IF CONCRETE.EQUIPMENT PAD DETAIL5NO SCALETYPICAL WALL CAP INSTALLATION DETAILTYPICAL EXTERIOR WALL BY OTHERSCAULK AND SEAL PENETRATION WEATHERTIGHTTYPICAL EXTERIOR HOODED, ALUMINUM, WALL CAP. CAP SHALL BE PROVIDED AS AN ACCESSORY TO THE ASSOCIATED FAN.COORDINATE CAP COLOR AND FINISH WITH ARCHITECT. ARCHITECT SHALL SELECT AND APPROVE FINAL FINISH AND COLOR SELECTION.COORDINTAE WALL FINISH FLASHING WITH GENERAL CONTRACTORDUCTWORK PER PLANSCOORDINATE WALL PENETRACTION WITH GENERAL CONTRACTORPROVIDE WALL CAP WITH BACKDRAFT DAMPER AND BIRD SCREEN.6NO SCALECEILING RADIATION DAMPER DETAILRATED CEILING ASSEMBLYROUND OR RECTANGULAR DUCTSTEEL BLADES WITH FUSIBLE LINKDAMPER FRAMECONNECTION TO RECTANGULAR DUCT OR CEILING GRILLENOTE:ALL CEILING RADIATION DAMPERS MUST BE LISTED FOR INSTALLATION IN SPECIFIC UL ASSEMBLY. REFER TO ARCHITECTURAL DRAWINGS FOR ASSEMBLY INFORMATION.FURNACECOOLING COILCEILING RADIATION DAMPERSUPPLY DUCTRETURN GRILLE (IN WALL)FILTER HOUSINGRETURN DUCTVENT AND COMBUSTION PIPESVENT AND COMBUSTION PIPES UP WALL TO FLOOR ABOVE/ROOFCOORDINATE WITH PC FOR GAS CONNECTION.PROVIDE CONDENSATE TRAP. PIPE TO FLOOR DRAIN.COORDINATE WITH PC FOR FURNACE CONDENSATE PIPING. PROVIDE NEUTRALIZER KIT.These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. ©387 East Main Street Rochester NY 14604585 232 8300 | rochester@swbr.comFILE PATH:SWBR Project NumberChecked By:Project Manager:Drawn By:RevisionsHCR SHARS NO.:20186049TURNERE N G I N E E R I N G , P COne Woodbury BoulevardRochester, NY 14604585.381.3360 Tel15225.00209 Elm Street, Ithaca NY9/11/2019 2:43:08 PMM:\MJD\Revit Backups\19173 - Elm Street Apartments - TE_mdobbertin.rvtDHHVAC DetailsDDTMJDH-300Construction SetIthaca Neighborhood HousingServicesCayuga Flats115 West Clinton StreetIthaca NY, 148509/13/2019Project No. 191737TYPICAL FURNACE ISOMETRIC SYMBOL DESCRIPTION POWER DISTRIBUTION SURFACE/FLUSH MOUNTED BRANCH CIRCUIT PANELBOARD. 208Y/120V OR 240/120V. REFER TO PANELBOARD SCHEDULE MANUAL MOTOR STARTER OR MOTOR RATED SWITCH. DESIGNATION REFERS TO ELECTRIC EQUIPMENT AND CONTROL SCHEDULE NON-FUSED DISCONNECT SWITCH. DESIGNATION REFERS TO ELECTRIC EQUIPMENT AND CONTROL SCHEDULE ELECTRICAL SYMBOL DESCRIPTION DUPLEX RECEPTACLE, SUBSCRIPTS AS FOLLOWS: AFI CR EP GFI H IG SS WP TR WR USB ARC FAULT INTERRUPTER CORROSION RESISTANT EXPLOSION PROOF GROUND FAULT INTERRUPTER HOSPITAL GRADE ISOLATED GROUND SURGE SUPPRESSION WEATHER PROOF TAMPER RESISTANT WEATHER RESISTANT UNIVERSAL SERIAL BUS SYMBOL DESCRIPTION LIGHTING SINGLE POLE SWITCH CEILING MOUNTED OCCUPANCY SENSOR. SUBSCRIPT INDICATES TYPE 2'X4' RECESSED LUMINAIRE. DESIGNATION REFERS TO LUMINAIRE SCHEDULE EMERGENCY REMOTE BATTERY PACK. DESIGNATION REFERS TO LUMINAIRE SCHEDULE SINGLE FACE UNIVERSAL MOUNTED EXIT SIGN. DESIGNATION REFERS TO LUMINAIRE SCHEDULE FA EM2 X1 FA SYMBOL LIST OS-A 1'X4' INDUSTRIAL LUMINAIRE. DESIGNATION REFERS TO LUMINAIRE SCHEDULE THREE-WAY POLE SWITCH SUBSCRIPT INDICATES QUANTITY OF SWITCHES. REFER TO LUMINAIRES FOR SWITCHING DESIGNATIONS a,b FA 2'X2' RECESSED LUMINAIRE. DESIGNATION REFERS TO LUMINAIRE SCHEDULE FA WALL MOUNTED LUMINAIRE. DESIGNATION REFERS TO LUMINAIRE SCHEDULE FA JUNCTION BOX BELL OR BUZZER DOORBELL OR PUSHBUTTON 12 E-3 SYMBOL DESCRIPTION MISCELLANEOUS REFERENCE TO DRAWING NOTE REFERENCE TO EQUIPMENT OR FEEDER NUMBER DETAIL REFERENCE SYMBOL 2 2 SYMBOL DESCRIPTION COMMUNICATIONS SYMBOL DESCRIPTION FIRE ALARM MANUAL PULL STATION SMOKE DETECTOR VISUAL ONLY FIRE ALARM NOTIFICATION APPLIANCE AUDIO-VISUAL FIRE ALARM NOTIFICATION APPLIANCE SYMBOL DESCRIPTION LINE STYLES INDICATES UNDERGROUND TELEPHONE HEAT DETECTORSPECIAL PURPOSE RECEPTACLE LIGHTING CONTROL PANEL CARBON MONOXIDE DETECTOR LCP RAP PHOTOCELL MOTOR FIRE ALARM CONTROL PANEL REMOTE ANNUNCIATOR PANEL EMERGENCY DUPLEX RECEPTACLE FACP EMERGENCY BATTERY PACK. DESIGNATION REFERS TO LUMINAIRE SCHEDULE EM1 DUAL FACE UNIVERSAL MOUNTED EXIT SIGN. DESIGNATION REFERS TO LUMINAIRE SCHEDULE X2 FA DECORATIVE SCONCE. DESIGNATION REFERS TO LUMINAIRE SCHEDULE FA DOWNLIGHT. DESIGNATION REFERS TO LUMINAIRE SCHEDULE INDICATES UNDERGROUND ELECTRIC INDICATES NEW DEVICE OR EQUIPMENT INDICATES UNDERGROUND CATV E T CATV FA POLE MOUNTED LUMINAIRE. DESIGNATION REFERS TO LUMINAIRE SCHEDULE 1'X4' SURFACE LUMINAIRE. DESIGNATION REFERS TO LUMINAIRE SCHEDULE FA M MS J DOUBLE DUPLEX RECEPTACLE EMERGENCY DOUBLE DUPLEX RECEPTACLE B EMERGENCY POWER OFF PUSHBUTTONEPO EXISTING VOICE/DATA OUTLET. TV 120 VOLT CONNECTION TO EQUIPMENT TS S SD S/CO F H F F DH DSD DTS CO COMBINATION SMOKE/CARBON MONOXIDE DETECTOR DUCT SMOKE DETECTOR DUCT SMOKE DETECTOR TEST STATION SMOKE DAMPER DOOR HOLD OPEN TAMPER SWITCH FLOW SWITCHFS PC 3 EXTERIOR WALL MOUNTED LUMINAIRE. DESIGNATION REFERS TO LUMINAIRE SCHEDULE WALL VAPOR TIGHT MOUNTED LUMINAIRE. DESIGNATION REFERS TO LUMINAIRE SCHEDULE FA REFERENCE TO DEMOLITION NOTE2 INDICATES EXISTING DEVICE OR EQUIPMENT TO REMAIN INDICATES DEVICE OR EQUIPMENT TO BE REMOVED OR RELOCATED VOICE/DATA OUTLET. PROVIDE 2-GANG OUTLET BOX WITH SINGLE GANG MUD RING AND 1" CONDUIT TO ACCESSIBLE CEILING SPACE ABOVE. PROVIDE (2) CATEGORY 6 CABLES BACK TO TELEPHONE BACKBOARD. CATV OUTLET. PROVIDE 2-GANG OUTLET BOX WITH SINGLE GANG MUD RING AND 1" CONDUIT TO ACCESSIBLE CEILING SPACE ABOVE. PROVIDE (1) RG6/UCABLE BACK TO TELEPHONE BACKBOARD. TELEPHONE ONLY OUTLET. PROVIDE 2- GANG OUTLET BOX WITH SINGLE GANG MUD RING AND 1" CONDUIT TO ACCESSIBLE CEILING SPACE ABOVE. PROVIDE (1) CATEGORY 6 CABLE BACK TO TELEPHONE BACKBOARD. DIMMING SWITCHD PROVIDE (2) 48 PORT CATEGORY 6 PATCH PANELS IN THE SERVER ROOM. PATCH PANEL SHALL BE RACK MOUNTED IN S PROVIDE ALL CATEGORY 6 DATA CABLES. PROVIDE ALL TERMINATIONS AT EACH END. PROVIDE ALL LABELING AND TESTING. PROVIDE ALL COVER PLATES. COORDINATE COVER PLATE MANUFACTURER WITH THE TELEPHONE SYSTEM SUPPLIER. DATA WIRING SCOPE OF WORK: 1. 2. 3. 4. 5. ALL CABLING SHALL BE CATEGORY 6, WITH RJ45 CONNECTORS AND A COVER PLATE.TEST AND LABEL EACH CABLE. PROVIDE A WALL-MOUNT DATA RACK WITH HORIZONTAL AND VERTICAL WIRE MANAGEMENT IN FIRST FLOOR ELECTRIC ROOM 150.PROVIDE RACK MOUNTED CATEGORY 6 PATCH PANELS AS REQUIRED. AT EACH COMMON AREA VOICE/DATA OUTLET, PROVIDE (2) CATEGORY 6 CABLES BACK TO THE SERVER ROOM. TERMINATE EACH CABLE AT A PATCH PANEL. IN EACH APARTMENT, PROVIDE THE FOLLOWING: PROVIDE A WALL MOUNTED, 12-PORT CATEGORY 6 PATCH PANEL. PROVIDE (1) CATEGORY 6 CABLE FROM THE APARTMENT PATCH PANEL BACK TO THE SERVER ROOM AND TERMINATE AT A PATCH PANEL. FROM EACH APARTMENT VOICE/DATA OUTLET, PROVIDE (2) CATEGORY 6 CABLES FROM THE OUTLET TO THE APARTMENT PATCH PANEL. FROM EACH APARTMENT TV DATA OUTLET, PROVIDE (1) CATEGORY 6 CABLE FROM THE OUTLET TO THE APARTMENT PATCH PANEL. VOICE WIRING SCOPE OF WORK: 1. 2. 3. 4. PROVIDE RG11/U COAXIAL CABLE FROM THE CATV SERVICE ENTRANCE LOCATION TO EACH APARTMENT. PROVIDE TERMINATIONS AT EACH END. IN EACH APARTMENT, PROVIDE A CATV SPLITTER IN THE APARTMENT MECHANICAL CLOSET. PROVIDE RG6/U COAXIAL CABLE FROM THE SPLITTER IN THE MECHANICAL CLOSET TO EACH CATV OUTLET IN THE APARTMENT. PROVIDE TERMINATIONS AT EACH END. CATV WIRING SCOPE OF WORK: 1. 2. 3. SYMBOL DESCRIPTION ONE-LINE 20A/3P CIRCUIT BREAKER TRANSFORMER PANELBOARD LP1 GROUND CONNECTION CURRENT TRANSFORMER POTENTIAL TRANSFORMER UTILITY POLE M METER MOTOR 400A/3P M UTILITY TRANSFORMER POLE-MOUNT 208Y/120V SECONDARY 3Ø, 4W 100A/2P 100A/2P LC M 100A/2P 100A/2P LC (13) LOAD CENTERS REQUIRED M 200A/3P 200A/3P HPNL MAIN CIRCUIT BREAKER 208Y/120V 3Ø, 4W SE RATED METER CENTER FIVE-CHANNEL METER SECTION WITH 100A/2P OUTPUT CIRCUIT BREAKERS (TYP OF 3) M 100A/2P 100A/2P LC M 100A/2P 100A/2P LC M 100A/2P 100A/2P LC 3/C #1/0, 1-#4EG ALUMINUM TYPE SE CABLE METER CENTER METER SECTION WITH (1) 200A/3P OUTPUT CIRCUIT BREAKER FOR HOUSE PANEL 4-#4/0 (ALUMINUM), 1-#4EG (ALUMINUM) IN 2-1/2"C 3 SETS OF 4-750KCM, 1-#4/0EG ALUMINUM (3) 4"PVC-80, DIRECT BURIED These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.:20186049 TURNER E N G I N E E R I N G , P C One Woodbury Boulevard Rochester, NY 14604 585.381.3360 Tel 15225.00 209 Elm Street, Ithaca NY5/28/2020 1:54:37 PMC:\Users\georgec\Documents\19173 - Elm Street Apartments - TE_georgec.rvtDDT Electrical General Notes, Legend, and Schedule DDT GFC E-001 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 Project No. 19173 LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION LUMENS LAMP VOLTAGE DESIGN MAKE ACCEPTABLE MANUFACTURERMANUFACTURER MODEL NO. EM1 WALL MOUNTED, DECORATIVE, LED TWO-HEAD EMERGENCY BATTERY PACK WITH SELF DIAGNOSTICS AND TESTING - (2) 1.5 WATT LED 120 LITHONIA LIGHTING ELM 2 SD APPROVED EQUAL LA1 6" LED SURFACE MOUNT DOWNLIGHT WITH WHITE TRIM AND OPAQUE DIFFUSER 1200lm 14.8W LED, 3500K 120 HALO SLD612835WHUNVJB APPROVED EQUAL LA2 4" LED SURFACE MOUNT DOWNLIGHT WITH WHITE TRIM AND OPAQUE DIFFUSER 800lm 12.2W LED, 3500K 120 HALO SLD405835WHUNVJB APPROVED EQUAL LB LED 20" THREE LAMP VANITY, BRUSHED ALUMINUM FINISH WITH WHITE ETCHED GLASS SHADES 3000lm (3) 9.5W LED, 3000K 120 SEAGULL LIGHTING 4439103EN3-962 APPROVED EQUAL LC1 2' LED UTILITY STRIP LIGHT, SURFACE MOUNT. PROVIDE WITH MOUNTING HARDWARE. 1500lm 17W LED, 3500K 120 LITHONIA LIGHTING ZL1D L24 1500LM FST 120 35K 80CRI APPROVED EQUAL LC2 2' LED UTILITY STRIP LIGHT, SURFACE MOUNT. PROVIDE WITH INTEGRAL MOTION SENSOR AND MOUNTING HARDWARE. 2500lm 22W LED, 3500K 120 LITHONIA LIGHTING ZL1D L24 2500LM FST 120 35K 80CRI LBOZU APPROVED EQUAL LD EXTERIOR WALL MOUNT LED SCONCE LUMINAIRE 800lm 9W LED, 3000K 120 WINONA WFE3706 21LONG 120 OA BA APPROVED EQUAL LE 4' LED LINEAR LUMINAIRE WITH INTEGRAL MOTION SENSOR 3800lm 34.9W LED, 3500K 120 LITHONIA LIGHTING STL4 40L SLD LP835 LSXR10 APPROVED EQUAL LF 4' LED BI-LEVEL STAIRWELL LUMINAIRE 3800lm 34.9W LED, 3500K 120 LITHONIA LIGHTING STL4 40L SLD LP835 LSXRHL APPROVED EQUAL LG(EM) 6" LED RECESSED DOWNLIGHT, WET LOCATION RATED, WITH REMOTE BATTERY BACKUP 2100lm 20W LED, 3500K 120 HALO E750ICAT APPROVED EQUAL LH EXTERIOR WALL MOUNTED LED LUMINAIRE WITH TRAPEZOIDAL SHAPE, BATTERY BACK UP, INTEGRAL PHOTOCELL, FULL-CUTOFF TRIM, AND COLOR BY ARCHITECT 2500lm 24 WATT LED, 4000k 120 LITHONIA LIGHTING WST LED 2 700mA SR4 MVOLT COLOR BY ARCHITECT APPROVED EQUAL LI 2' X 2', VOLUMETRIC LED TROFFER WITH ACRYLIC DIFFUSER, SUITABLE FOR GRID INSTALLATION 3000lm 30W LED, 3500K 120 METALUX 22RDI-30-UNV-L835-CD1-U APPROVED EQUAL X1 SINGLE FACED UNIVERSAL MOUNT LED EXIT SIGN WITH WHITE THERMOPLASTIC HOUSING, RED LETTERS, REMOVABLE CHEVRONS, AND BATTERY BACK UP, AND SELF DIAGNOSTICS AND TESTING. - 1.9W LED 120 LITHONIA LIGHTING LQM S W 3 R 120/277 ELN SD APPROVED EQUAL 2 5/14/20 RFI-014 ELECTRICAL GENERAL NOTES A. GENERAL NOTES APPLY TO ALL ELECTRICAL DRAWINGS. B. PROVIDE UPDATED TYPE WRITTEN PANELBOARD SCHEDULES FOR ALL PANELS USED IN THIS PROJECT. C. INSTALL ALL DEVICES FLUSH IN WALL CONSTRUCTION. D. PROVIDE BLANK COVERPLATES ON ALL EXISTING AND NEW UNUSED OUTLET BOXES. E. COORDINATE ALL CONDUIT RUNS WITH OTHER TRADES PRIOR TO ROUGH-IN. RELOCATE ANY CONDUITS AS NECESSARY TO PERMIT INSTALLATION OF DUCTWORK, PIPING OR ANY SUPPORTS. F. PROVIDE CUTTING, PATCHING TO MATCH, AND FIRE SEAL AS REQUIRED WHERE EXISTING COMMUNICATION OR ELECTRICAL WORK HAS BEEN REMOVED AND WHERE NEW WORK IS INSTALLED. COORDINATE WITH GENERAL CONTRACTOR. G. REMOVE AND REINSTALL EXISTING CEILING TILES AS REQUIRED FOR INSTALLATION OF BRANCH CIRCUIT WIRING AND CONDUIT. REPLACE ALL DAMAGED TILES WITH MATCHING TILES. H. RUN ALL WIRING CONCEALED IN WALL. CUT AND PATCH TO MATCH DRYWALL AS REQUIRED. MINIMIZE USE OF SURFACE METAL RACEWAY. I. COORDINATE MOUNTING HEIGHTS OF DEVICES WITH ARCHITECTURAL ELEVATIONS AND OWNER PRIOR TO ROUGH-IN. J. REFER TO ARCHITECTURAL PLANS FOR PHASING. K. PENETRATIONS GREATER THAN 1” DIAMETER THROUGH BRACED WALL PANELS WHICH BREAK THE SILL PLATE, DOUBLE TOP PLATE, AND/OR STUDS ARE PROHIBITED. SEE 3/S-503 FOR SIZE LIMITATIONS AND BLOCKING REQUIREMENTS FOR ALL HORIZONTAL PENETRATIONS THROUGH BRACED WALL PANEL SHEATHING. SHOULD CONFLICTS OCCUR, CONTRACTOR SHALL NOTIFY STRUCTURAL ENGINEER OF RECORD IMMEDIATELY FOR REMEDIAL ACTION. 1/8" = 1'-0"3 ONE-LINE DIAGRAM TOTAL EST. DEMAND:37 A Receptacle 1260 VA 100.00% 1260 VA TOTAL CONN.:49 A Lighting 246 VA 90.00% 221 VA TOTAL EST. DEMAND:13281 VA Heating 12000 VA 65.00% 7800 VA TOTAL CONN. LOAD:17506 VA Electric Clothes Dryer 4000 VA 100.00% 4000 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS TOTAL AMPS:43 A 69 A 48 A TOTAL LOAD:5186 VA 8180 VA 5640 VA 41 SPACE -- --0.00 0.00 -- -- SPACE 42 39 SPACE -- -- 0.00 0.00 -- -- SPACE 40 37 SPACE -- -- 0.00 0.00 -- -- SPACE 38 35 SPACE -- --0.00 0.00 -- -- SPACE 36 33 SPACE -- -- 0.00 0.00 -- -- SPACE 34 31 SPACE -- -- 0.00 0.00 -- -- SPACE 32 29 SPACE -- --0.00 0.00 -- -- SPACE 30 27 SPACE -- -- 0.00 0.00 -- -- SPACE 28 25 SPARE 20 A 1 0.00 0.00 -- -- SPACE 26 23 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 24 21 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 22 19 FACP 20 A 1 1.50 0.00 1 20 A SPARE 20 17 LOWER LEVEL LIGHTING 20 A 1 0.10 0.00 1 20 A STAIRWELL LIGHTING 18 15 EWH 20 A 1 1.50 1.50 1 20 A EWH 16 13 EWH 20 A 1 1.50 1.50 1 20 A EWH 14 11 EWH 20 A 1 1.50 1.50 1 20 A EWH 12 9 EWH 20 A 1 1.50 1.50 1 20 A EWH 10 7 LAUNDRY, JANITOR... 20 A 1 0.36 0.14 1 20 A EXTERIOR LIGHTING 8 5 2.00 0.54 1 20 A WATER, RPZ RECEPT 6 3 ELEC DRYER 30 A 2 2.00 0.18 1 20 A WASHER 4 1 EXIT SIGNS 20 A 1 0.01 0.18 1 20 A WASHER 2 CKT CIRCUIT DESCRIPTION TRIP POLES A (kVA)B (kVA)C (kVA)POLES TRIP CIRCUIT DESCRIPTION CKT NOTES: HPNL ELEC 150 200 A 3Ø, 4W 120/208 WYE SURFACE 10kA QO TYPE 1 MCB MLONAMELOCATIONSOURCERATING (AMPS)PHASE/WIRE VOLTAGE MOUNTING KAIC DESIGN MAKE NEMA TYPE HINGED TRIM 200% NEUTRAL SUB-FEED LUGS SPD SIZE: PANELBOARD SCHEDULE SE RATED SUB-FEED BREAKER FEED-THRU LUGS INTEGRAL SPD METER TTTTTTTTG C.O. C.O.1.5%1.5%1.5%1.5%1.5%1.5 %1.5%1.5%7.6%1.5%C.O. BS=451.00 TS=450.90 BS=445.05 TS=456.84 461.08 461.00 459.03 459.07 462.75 462.67 461.60 464.36 TC/BC=464.61 TC=467.05 BC=466.55 TW=468.80 450.41 444.00 LP=442.80 453.75 453.63 443.08 443.69 DECK FFE =450.41 464.26 TW=456.60 BW=456.10 TW=468.80 TC=465.77 BC=465.27 TW=465.80 BW=464.20TC=465.75 BW=465.25 TW=461.53 TW=454.26 BW=447.00 TW=454.26 BW=446.50 TW=461.53 TW=468.80 TC=465.53 BC=465.03 464.93 TC=465.23 BC=464.73 TC/BC=464.55 TC=465.05 BC=464.64 464.70 464.65 TC=465.14 BW(S)=465.00 TW=468.80 BW(N)=453.75 TC=465.65 BC=465.15 465.74 465.19 464.18 464.19 464.11 461.52 BS=462.08 BS=459.25 MATCH TC=455.33 BC=455.08 464.42 464.83 453.75 453.60 465.11 TC/BC=465.27 TC/BC=465.19 458.56 TC/BC=458.41 (MATCH EX. BC) TC/BC=457.97 (MATCH EX. BC) 458.47 458.91 D.S. D.S.D.S. D.S. D.S.D.S.D.S.D.S. D.S.4614604594 6 5 4 6 6 468 4674664624 5 7458 457456 450 449 448 447 446 4 4 5 4394 3 8 4 3 7 4364 3 5 4 3 4 443 444464465463466467469 4 6 5 4 6 5 460 4 5 5 450 451 452 453 4 6 2 465 450445 451 446 445 444 443 442 441 440 44944844744644544444044144 2443444G 10"10" RIM-458.9 NE-453.7 SE-453.6 SW-454.2 RIM-424.7 E-421.7 W-422.2 NW-422.2 12"4704654604554654604554504 4 5 4 4 0 4 3 5 425 435 430 44 0 4 4 9 4 47 450 470 4 65 4 6 0 455 450 445 440 4 4 8 448442 FFE=464.42 BFE=453.75 FFE=461.08 BFE=450.41 FFE=462.75 HOUSE TRAP ELECTRIC METER TELECOMM BOXES DOWNSPOUT TO GRADE (TYP)12"12"4"12"6"4"4"4 "8"4"6"PVCINFILTRATION GALLERY SANITARY LATERAL 4" COMBINED WATER SERVICE GAS METER 4" DI FIRE SERVICE AND GATE VALVE 2" COPPER DOMESTIC SERVICE AND CURB VALVE 130LF 12"12" DOWNSPOUT (TYP) CONNECT TO EXISTING SANITARY MANHOLE SIDEWALK SLOPE (TYP) GAS METER CBRIM-457.3 1 . 7 '±30.7'±C.O. C.O. C.O. D.S. D.S. D.S. MH PIN FND. 1.1'NLY OF COR. NLY OF COR. PIN FND. 2.76' BENT PIPE 1.6'SLY OF COR. STREET LINE STREET LINE STOUT (R.O.) 526168-001 TM# 57-3-6 AREA=1654 SQ. FT. +\- SAYUETZ (R.O.) 580/358 TM# 57-3-8 OTTOSON (R.O.) STREET LINE STREET LINE ITHACA NEIGHBORHOOD HOUSING SERVICES, INC. P/O DEED BK.613 PG.373 TAX MAP PARCEL NO.57-3-5 AREA= 0.186 ACRES ITHACA NEIGHBORHOOD HOUSING SERVICES, INC. DEED BK.620 PG.286 TAX MAP PARCEL NO.57-3-7 AREA= 3066 SQ. FT. WOLF (R.O.) 534421-001 TM# 74-3-23 N 36°30'00'' E S 53°54'00'' E96.78'S 29°55'50'' W 80.18'N 53°54'00'' W105.95' 33.00'S 53°54'00'' E91.00'33.19'N 53°54'00'' W94.80'N 36°30'00'' E S 29°55'50'' W 17.22' 16.11' 17.08' 33.0' 17.32' 79.72' ITHACA NEIGHBORHOOD HOUSING SERVICES, INC. P/O DEED BK.613 PG.373 TAX MAP PARCEL NO.74-3-24 AREA= 0.164 ACRES S 36°30'00" W 52.92'S 51°35'11" E160.15'N 29°55'50" E HOUSE #201 CURB FACE CURB FACE PRESENT CENTERLINE TIE MEASURE 650'± TO PRESENT CENTERLINE INTERSECTION WITH FLORAL AVE.CROSSWALKCURBFACECURB FACE 14"MAPLE 16"MAPLE AP P R O XIM ATE TR EE LINE 18" 12" MAPLE 12" MAPLE 24" MAPLE 10" MAPLE 15"MAPLE 24" MAPLE 24" MAPLE 24" MAPLE 10" MAPLES 10" MAPLE 12" MAPLE 24"MAPLE 15" MAPLE 24" 15" ASH 24" ASH 12" MAPLE 8"MAPLE 48" CATALPA WV PIN FOUND4.4' NWLYOF CORNER ELM STREET CCTVCCTVC C T V C C TV CCTVC CT VCCTV CCTVELECTRIC SERVICE ENTRANCE 4-500KCM, 1-#2EG IN 4"C PVC-80 DB FOR SERVICE ELECTRIC STUB CONDUITS ABOVE GROUND AT UTILITY POLE FOR UTILITY CONNECTION TEL/DATA SERVICE ENTRANCE (2) 4"C PVC-80 DB FOR SERVICE TEL/DATA NEW OVERHEAD ELECTRIC AND TEL/DATA EXISTING UTILITY POLE 1 E-300 1 E-300 1 3 E-300 EXISTING UTILITY POLE NEW UTILITY POLE WITH POLE-MOUNT TRANSFORMERS 8.1 ft POSSIBLE RELOCATED POLE LOCATION FOR STRAIGHT-LINE OVERHEAD PROJECTION 3 3 GENERAL SITE NOTES APPLY TO ALL SITE ELECTRICAL DRAWINGS. COORDINATE NEW ELECTRICAL SERVICE ENTRANCE WITH NYSEG, NEW TELEPHONE SERVICE WITH VERISZON AND NEW CATV SERVICE WITH SPECTRUM. OBTAIN ALL SPECIFICATIONS AND PAY ALL ASSOCIATED FEES. OBTAIN ALL PERMITS AND INSPECTIONS REQUIRED BY THE CITY OF ITHACA. THE ELECTRICAL CONTRACTOR SHALL ENGAGE THE SERVICES OF A QUALIFIED SUBCONTRACTOR FOR EXCAVATION, BACKFILL AND CONCRETE WORK. A MINIMUM OF TWO DAYS PRIOR TO EXCAVATION, CONTACT DIG SAFELY NEW YORK, INC (1-800-962-7962) AND OBTAIN A STAKEOUT OF ALL PUBLIC AND PRIVATE UTILITIES LOCATED IN THE AREA OF EXCAVATION. COORDINATE PRIVATE UTILITIES WITH THE OWNER PRIOR TO EXCAVATION. HAND EXCAVATE ADJACENT EXISTING UTILITIES INCLUDING STORM AND SANITARY SYSTEMS TO AVOID DAMAGE. REPORT ANY DAMAGED UTILITIES TO THE OWNERS REPRESENTATIVE IMMEDIATELY. PROVIDE BRACING, SHORING, SHEATHING AND OTHER WORK FOR PROTECTION OF PERSONNEL, THE CONTRACT WORK, EXCAVATIONS, TREES, SHRUBS, EXISTING STRUCTURES, AND SURROUNDING PROPERTIES. PROVIDE AND MAINTAIN BARRICADES, WARNING SIGNS, FLAGS, AND LIGHTS TO PROVIDE PROTECTION FOR WORK, WORKMEN, PUBLIC, AND PROPERTY. COORDINATE PARKING LOT AND/OR PARKING GARAGE DISRUPTIONS WITH THE OWNER IN ADVANCE. PROVIDE PUMPS, HOSES, PIPE, LABOR AND FUEL NECESSARY TO KEEP EXCAVATIONS FREE OF WATER ACCUMULATION. OPERATE AND MAINTAIN EQUIPMENT. DISCHARGE WATER IN MANNER NOT TO UNDERMINE OR DISTURB EXISTING OR ADJACENT STRUCTURES OR LAND. DO NOT DISCHARGE DIRT, BACKFILL, DEBRIS, INTO SANITARY OR STORM DRAINAGE SYSTEMS. INSTALL TELEPHONE, CABLE AND ELECTRIC CONDUITS AS STRAIGHT AS POSSIBLE. INSTALL CONDUITS BELOW SITE LIGHTING CONDUITS AND GAS LINES AND ABOVE WATER, STORM, AND SANITARY PIPING. TRANSITION ALL CONDUITS TO GRS PRIOR TO RISING ABOVE GRADE. MAINTAIN ROAD ACCESS AT ALL TIMES. PROVIDE STEEL PLATES OVER TRENCH AS REQUIRED. PROTECT UTILITIES, SIDEWALKS, STRUCTURES, PAVEMENTS AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLING, LATERAL MOVEMENTS, UNDERMINING, WASHOUTS AND OTHER HAZARDS CREATED BY EXCAVATION WORK. COMPLETELY RESTORE THE AREA TO THE CONDITION PRIOR TO THE START OF EXCAVATION AND TRENCHING WORK. GENERAL SITE NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.:20186049 TURNER E N G I N E E R I N G , P C One Woodbury Boulevard Rochester, NY 14604 585.381.3360 Tel 15225.00 209 Elm Street, Ithaca NY7/30/2020 1:05:09 PMC:\Users\georgec\Documents\19173 - Elm Street Apartments - TE_georgec.rvtDDT Site Plan - Electrical DDT GFC E-100 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 Project No. 19173 3/32" = 1'-0"1 SITE PLAN - ELECTRICAL 3 7/30/20 ASI-002 ELECTRICAL DRAWING NOTES E-100 1 PROVIDE ENOUGH LENGTH IN SECONDARY SERVICE WIRING TO REACH UTILITY TRANSFORMERS MOUNTED AT TOP OF POLE. F F F F S S SH S SS S H F F OS-A OS-A OS-A OS-A OS-A F F F F PC PC S S S F S S/CO 142 ENTRY 101 1 BR UNIT B ST01 STAIR 01 143 ENTRY 144 RPZ 102 2 BR UNIT 146 JANITORS 147 LAUNDRY 148 ENTRY ST02 STAIR 02 149 ENTRY 103 2 BR UNIT 3 E-101 400A-3P MCB GROUND BAR HPNL 150 ELEC 145 WATER ELECTRIC SERVICE ENTRANCE TEL/DATA SERVICE ENTRANCE TO NEW UTILITY POLE HPNL/3,5 HPNL/2 HPNL/4 HPNL/7HPNL/6 48" GFI 48" GFI 48" GFI (13) APT METERS LA1 LA1 LI LI LELF LH LH LF HOUSE METER 1 FACP NEMA 14-30R EM1 X1 X1 EM1 LE EM1 LE LA1X1 LE EM1 X1LE 2 3 2 3 23 3 2 5 5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 EWH-1-142 EWH-1-141 7 7 7 7 EWH-1-143 EWH-1-144 7 7 EWH-1-148 EWH-1-147 EWH-1-149 EWH-1-1507 7 LA1 HPNL/1788 HPNL/19 GFI GFI 48" 1 E-200 1 E-200104 1 BR UNIT B 6 E-200 6 E-200 3 3 FIRST FLOOR -WEST +14' -0" LOWER LEVEL -WEST +3' -4" T. PLATE BASEMENT -WEST +12' -0 1/2" HOUSE METER APT METER APT METER APT METER 201 1 BR ADA ST01 STAIR 01 202 1 BR UNIT A 203 2 BR TNHS 204 1 BR UNIT A ST02 STAIR 02 205 1 BR UNIT A LF LG(EM)LG(EM)LG(EM)LG(EM) LF LH LH EM1 X1 FA RAAP FA RAAP DOORBELLSDOORBELLS WP GFI WP GFI EM1 X1 2 2 33 4 4 4 4 4 4 5 5 8 8 HVI A/VB A/VB 9 9 10 10 10 10 11 7 E-200 7 E-200 7 E-200 7 E-200 2 E-200 These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. © 387 East Main Street Rochester NY 14604 585 232 8300 | rochester@swbr.com FILE PATH:SWBR Project Number Checked By: Project Manager: Drawn By: Revisions HCR SHARS NO.: 20186049 TURNER E N G I N E E R I N G , P C One Woodbury Boulevard Rochester, NY 14604 585.381.3360 Tel 15225.00 209 Elm Street, Ithaca NY7/30/2020 1:05:11 PMC:\Users\georgec\Documents\19173 - Elm Street Apartments - TE_georgec.rvtDDT Lower Level, First Floor Plans - Electrical DDT GFC E-101 Construction Set Ithaca Neighborhood Housing Services Cayuga Flats 115 West Clinton Street Ithaca NY, 14850 9/13/2019 Project No. 19173 3/16" = 1'-0"1 LOWER LEVEL - POWER AND SYSTEMS3/8" = 1'-0"3 SECTION VIEW - ELECTRICAL SERVICE ENTRANCE ELECTRICAL DRAWING NOTES E-101 1 PROVIDE 4' X 8' X 3/4" PLYWOOD BACKBOARD ON (2) WALLS. PAINT GRAY WITH FIRE RESISTANT PAINT. 2 PROVIDE EMERGENCY BATTERY BACKUP LUMIARE TYPE EM1. CONNECT TO LOCAL LIGHTING CIRCUIT AHEAD OF ALL SWITCHING. 3 PROVIDE EXIT SIGN LUMIAIRE TYPE X1. CONNECT TO CIRCUIT HPNL/1 USING 2-#12, 1-#12EG IN 1/2"C. LOCK CIRCUIT BREAKER IN "ON" POSITION. 4 PROVIDE RECESSED DOWNLIGHT LUMINAIRE AT CANOPY WITH REMOTE BATTERY PACK. CONNECT BATTERY PACK TO EXTERIOR LIGHTING CIRCUIT HPNL/8 AHEAD OF ALL SWITCHING. PROVIDE WALL-MOUNT PHOTOCELL ON SIDE OF CANOPY OVERHANG. CONNECT PHOTOCELL TO SWITCHED CONTROL OF BATTERY PACK SUCH THAT THE CANOPY LIGHTS ONLY ILLUMINATE AT NIGHT. 5 PROVIDE WALLPACK LUMINAIRE TYPE LH. CONNECT LUMINAIRE TO EXTERIOR LIGHTING CIRCUIT HPNL/8 AHEAD OF ALL SWITCHING. CONNECT FIXTURE VIA INTEGRAL PHOTOCELL. PROVIDE FULL-CUTOFF LENS ON WALLPACK. 6 PROVIDE 30A-2P NON-FUSIBLE NEMA 3R DISCONNECT SWITCH AT EACH ACCU. CONNECT TO 20A-2P BREAKER IN UNIT LOAD CENTER USING 3/C NM 2-#10, 1-#10EG. 7 CONNECT ELECTRIC WALL HEATER TO A DEDICATED 20A-1P CIRCUIT BREAKER IN HPNL USING 2-#12, 1-#12EG. 8 PROVIDE BI-LEVEL STAIRWELL LUMINAIRE TYPE LF. CONNECT TO CIRCUIT HPNL/18 USING 2-#12, 1-#12EG. 9 PROVIDE 120VAC, SMOKE DETECTOR IN BEDROOM AND COMBINATION SMOKE/CO DETECTOR OUTSIDE BEDROOM, WITH AUDIBLE AND VISUAL BASE AND BATTERY BACK-UP. CONNECT BRANCH CIRCUIT TO THE LOCAL LIGHTING CIRCUIT AHEAD OF ALL SWITCHING. PROVIDE WIRING BETWEEN THE DEVICES SUCH THAT IF ONE DEVICE GOES INTO ALARM, ALL AUDIBLE AND VISUAL BASES WILL SOUND. 10 MOUNT DOORBELL WITH STROBE AT 80" ABOVE FINISHED FLOOR TO BOTTOM OF BOX. CONNECT TO DOORBELL PUSHBUTTON. 11 PROVIDE FIRE ALARM STROBE IN HVI APARTMENT BATHROOM AT 80" ABOVE FINISHED FLOOR TO BOTTOM OF BOX. CONNECT TO BUILDING FIRE ALARM SYSTEM. # 1 8/30/19 HCR Comments 3 7/30/20 ASI-002 3/16" = 1'-0"2 FIRST FLOOR PLAN - ELECTRICAL 3 SS3011 BRUNIT CST01STAIR013021 BRUNIT C3041 BRUNIT CST02STAIR023051 BRUNIT CLFLFLFLFEM1EM12233333E-2003E-2003E-2003E-2004E-20011WPGFIWPGFIThese documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. ©387 East Main Street Rochester NY 14604585 232 8300 | rochester@swbr.comFILE PATH:SWBR Project NumberChecked By:Project Manager:Drawn By:RevisionsHCR SHARS NO.: 20186049TURNERE N G I N E E R I N G , P COne Woodbury BoulevardRochester, NY 14604585.381.3360 Tel15225.00209 Elm Street, Ithaca NY9/12/2019 10:18:48 AMM:\GFC\REVIT BACKUP\19173 - Elm Street Apartments - TE_g.carvell.rvtDDTSecond Floor, RoofPlans - ElectricalDDTGFCE-102Construction SetIthaca Neighborhood HousingServicesCayuga Flats115 West Clinton StreetIthaca NY, 148509/13/2019Project No. 19173 3/16" = 1'-0"1SECOND FLOOR PLAN - POWER AND SYSTEMS# 3/16" = 1'-0"2ROOF PLAN - ELECTRICALELECTRICAL DRAWING NOTES E-1021 PROVIDE WEATHERPROOF, GFI RECEPTACLE ATLOCATION INDICATED FOR RADON FAN FUTURECONNECTIONS.2 PROVIDE EMERGENCY BATTERY BACKUP LUMIARE TYPEEM1. CONNECT TO LOCAL LIGHTING CIRCUIT AHEAD OFALL SWITCHING.3 PROVIDE BI-LEVEL STAIRWELL LUMINAIRE TYPE LF.CONNECT TO CIRCUIT HPNL/18 USING 2-#12, 1-#12EG. 3TVTVFFS/COSBJSPPMS3TVTVDS/COSFFBJMSSPPTVTV3S/COSBS/COSTVFF3FMSSPPJTVTVDSS/COFFBJMSSPPTVD3SFBMSSPPJTVTVSSS/COFFS/CO3LA1LA1LA1LA2LA1LBLC2LA2LA2a,babbccddeeffh,ihiLC44"GFITR44"GFITR44"GFITR44"GFITR44"GFITR24"GFITRWPGFILDLC/1LC/2LC/3LC/4LC/5LC/6LC/7LFLFTO BUILDING ENTRANCELC/8,10LC/9ABAB7M1EF-1080"9LC/12108TRTRTRTRTRGF-1M48"TR6a,bTRTRTRTRTRTRTRTRTR11114554123213j,kj,k151544"GFITR44"GFITR24"GFITR44"GFITR44"GFITR44"GFITRLBLC1LC2LA1LA1LA2LA2LA1LA1LA1aabccdc,d,e,feLCLC/1LA1fLC/12LC/3LC/4LC/536"TRLC/6LC/7LC/8LFLFTO BUILDING ENTRANCELC/9,11LC/102b45TR11TRTRTRTRAB763TRgghhk,mkmM1EF-1480"9TRTR11TRTRTRTRTRAB5124108GF-1M13p,qp,q15151032 BRUNIT44"GFITR44"GFITRLA2LA2LA1LA1LA1LA1LA1LA144"GFITRLBLCaaTO BUILDING ENTRANCELC/5LC/2LC/6LC/14LC/17LC/11b,cbccdde,fefgghhjjLC/3WPGFILC/1LC/13,15LC/9LC/524"GFITR24"GFITREF-11M1ABAB48"TRLC/7ABLFLFABb,cLFLC/1223101554554677880"9GF-11212111111LC2TRTRTRTRTRTRTRTRTRTRTRTRTRTRTRTRTRTRTRLA1kkM4k,mk,m131515TRLD44"GFI44"GFITR44"GFITR44"GFITR44"GFITR24"GFITR36"GFITRLA1LA1LA2LA2LA1LA1LA1LC1LC1abccdefgLBhg,hac,d,eLCLFLFLC/136"TRLC/3LC/5LC/4LC/6,8LC/7LC/10LC/11LC/12,14TO BUILDING ENTRANCELC/132b5TRTRTR11TRj,kj,k36"TRTRTRTRTRTRnnAB12AB71180"913EF-32M1LC/9GF-1M1086541415154LCEF-34LA1LA1LA1LA2LA2LA1LA144"GFITR44"GFITR44"GFITR44"GFITRUP TO SECOND FLOORLG(EM)LG(EM)WPGFITRa,b,cabbLC/1cLC/3LC/2d,e,fddeLC/4LC/5LBfg,hgh44"GFITRLFjjLC/11LC/10,1236"TRLC/132TRTR4TR5TRTR11TRAB1224"GFITR63TRTRM1LC/6108GF-1LC2TRM80"9LC1kkp,qp,q1315LA1LA2LA2LA1LA1LBDOWN TO FIRST FLOOREF-39jjjkkLC/7mmnnp,spLC/9LC/8LFLFAB51211TR4TRTRTRTRTRM1sAB7AB7TR44"GFITRTRTRAB51211TRTRTR4TRTRTRTR1515These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. ©387 East Main Street Rochester NY 14604585 232 8300 | rochester@swbr.comFILE PATH:SWBR Project NumberChecked By:Project Manager:Drawn By:RevisionsHCR SHARS NO.: 20186049TURNERE N G I N E E R I N G , P COne Woodbury BoulevardRochester, NY 14604585.381.3360 Tel15225.00209 Elm Street, Ithaca NY9/12/2019 10:18:52 AMM:\GFC\REVIT BACKUP\19173 - Elm Street Apartments - TE_g.carvell.rvtDDTEnlarged Unit Plans -ElectricalDDTGFCE-200Construction SetIthaca Neighborhood HousingServicesCayuga Flats115 West Clinton StreetIthaca NY, 148509/13/2019Project No. 19173 1/4" = 1'-0"11 BR UNIT - TYPE B - ELECTRICAL 1/4" = 1'-0"31BR UNIT TYPE A - ELECTRICAL 1/4" = 1'-0"62BR UNIT - TYPE A - ELECTRICALELECTRICAL DRAWING NOTES E-2001 FAN/LIGHT COMBO BY HVAC CONTRACTOR. CONNECT FAN TO BATHROOM CIRCUITAHEAD OF SWITCHING FOR CONSTANT OPERATION. PROVIDE SWITCHED LEG TO UNIT TOCONTROL HIGH-SPEED OPERATION AND INCLUDED LIGHT.2 MOUNT DOORBELL AT 80" ABOVE FINISHED FLOOR TO BOTTOM OF BOX. CONNECT TODOORBELL PUSHBUTTON AT FRONT BUILDING ENTRANCE.3 PROVIDE LOAD CENTER. MOUNT AT 48" AFF TO THE HIGHEST CIRCUIT BREAKER.4 AT EACH VOICE/DATA OUTLET, PROVIDE (2) CATEGORY 6 CABLES BACK TOAPARTMENT MECHANICAL ROOM. TERMINATE AT PATCH PANEL. PROVIDE COVERPLATE.5 AT EACH TELEVISION OUTLET, PROVIDE (1) RG6/U CABLE FROM THE OUTLET BOX BACKTO THE SPLITTER LOCATED IN THE APARTMENT MECHANICAL ROOM. LABEL CABLE.PROVIDE ALL SPLITTERS, TERMINATIONS, AND TESTING.6 PROVIDE NEMA 14-50R RECEPTACLE FOR RANGE. PROVIDE 3/C #6 + #10EG TYPE NMCABLE FROM A 50A/2P CIRCUIT BREAKER IN APARTMENT LOAD CENTER.7 PROVIDE 120VAC, MULTIPLE STATION COMBINATION SMOKE/CO DETECTOR, WITHAUDIBLE AND VISUAL BASE AND BATTERY BACKUP. CONNECT BRANCH CIRCUIT TO THELOCAL LIGHTING CIRCUIT AHEAD OF ALL SWITCHING. PROVIDE WIRING BETWEEN THEDEVICES SUCH THAT IF ONE DEVICE GOES INTO ALARM, ALL AUDIBLE AND VISUALBASES WILL SOUND.8 PROVIDE SPLITTER IN THE APARTMENT MECHANICAL ROOM. PROVIDE RG11/U COAXIALCABLE BACK TO THE FIRST FLOOR ELECTRIC ROOM. PROVIDE ALL TERMINATIONS ANDTESTING.9 PROVIDE JUNCTION BOX AT 80" ABOVE FINISHED FLOOR TO BOTTOM OF BOX.PREWIRE FIRE ALARM NOTIFICATION APPLIANCE FROM THE BUILDING FIRE ALARMSYSTEM TO JUNCTION BOX FOR FUTURE INSTALLATION OF FIRE ALARM SYSTEMNOTIFICATION DEVICE.10 PROVIDE (1) CATEGORY 6 CABLE FROM PATCH PANEL BACK TO FIRST FLOORELECTRIC ROOM. TERMINATE CABLES AT THE 48 PORT PATCH PANEL FOR VOICE/DATACABLES. PROVIDE ALL TESTING AND LABELING.11 PROVIDE LOW FREQUENCY HORN IN ALL APARTMENT BEDROOMS AND LIVING ROOMS.CONNECT TO THE BUILDING FIRE ALARM SYSTEM SUCH THAT THE NOTIFICATION DEVICEACTIVATES WHEN THE BUILDING FIRE ALARM SYSTEM GOES INTO ALARM.12 PROVIDE 120VAC, MULTIPLE STATION SMOKE DETECTOR, WITH AUDIBLE AND VISUALBASE AND BATTERY BACKUP. CONNECT BRANCH CIRCUIT TO THE LOCAL LIGHTINGCIRCUIT AHEAD OF ALL SWITCHING. PROVIDE WIRING BETWEEN THE DEVICES SUCH THATIF ONE DEVICE GOES INTO ALARM, ALL AUDIBLE AND VISUAL BASES WILL SOUND.13 PROVIDE (2) SWITCHES FOR RANGE HOOD. CONNECT ONE SWITCH TO THE FANCONTROL, AND ONE SWITCH TO THE LIGHT. CONNECT SUCH THAT UNIT MOUNTEDSWITCHES ARE BYPASSED.14 PROVIDE NEMA 14-30R RECEPTACLE FOR ELECTRIC DRYER. PROVIDE 3/C #8 + #10EGTYPE NM CABLE FROM A 30A/2P CIRCUIT BREAKER IN APARTMENT LOAD CENTER.15 AT EACH TELEVISION DATA OUTLET, PROVIDE (1) CATEGORY 6 CABLE BACK TOAPARTMENT MECHANICAL ROOM. TERMINATE AT PATCH PANEL. PROVIDE COVERPLATE.# 1/4" = 1'-0"71 BR UNIT - ADA - ELECTRICAL 1/4" = 1'-0"22BR TNHS - FIRST FLOOR - ELECTRICAL 1/4" = 1'-0"42BR TNHS - SECOND FLOOR - ELECTRICALELECTRIC RANGE 4000 VA 80.00% 3200 VAReceptacle 4680 VA 100.00% 4680 VAPower 500 VA 100.00% 500 VATOTAL EST. DEMAND:50 AOther 0 VA 0.00% 0 VATOTAL CONN.:58 ALighting 120 VA 90.00% 108 VATOTAL EST. DEMAND:10321 VAHeating 2820 VA 65.00% 1833 VATOTAL CONN. LOAD:12120 VAHVAC 0 VA 0.00% 0 VALOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALSTOTAL AMPS:45 A 67 ATOTAL LOAD:4630 VA 7310 VA230.00 -- -- SPACE 2421 SPACE -- -- 0.00 0.00 -- -- SPACE 2219 SPACE -- -- 0.00 0.00 -- -- SPACE 2017 KITCHEN ISLAND... X 20 A 1 0.36 0.00 1 20 A X SPARE 18152.00 0.00 1 20 A X SPARE 1613ELECTRIC RANGE 50 A 22.00 0.12 1 20 A X APARTMENT LIGHTING 1411 BATHROOM RECEPT 20 A 1 0.18 0.54 1 20 A X DINING RECEPT 129 RANGE HOOD X 20 A 1 0.50 0.75107 BED, LIVING ROOM... X 20 A 1 1.26 0.752 20 A ACCU-185 KITCHEN REC X 20 A 1 0.00 0.36 1 20 A X FRONT HALL, MECH... 63 BED, LIVING ROOM... X 20 A 1 1.26 1.32 1 20 A X GF-1 41 EXTERIOR LIGHT,... X 20 A 1 0.18 0.18 1 20 A X KITCHEN REC 2CKT CIRCUIT DESCRIPTION AFI TRIP POLES A (kVA) B (kVA) POLES TRIP AFI CIRCUIT DESCRIPTION CKTNOTES:LC Space 1 100 A 100 A 1Ø, 3W 120/208... FLUSH 10kA QO TYPE 1MCB MLONAME LOCATION SOURCERATING (AMPS)PHASE/WIRE VOLTAGE MOUNTING KAIC DESIGN MAKE NEMA TYPEHINGED TRIM 200% NEUTRAL SUB-FEED LUGS SPD SIZE:LOAD CENTER SCHEDULESE RATED SUB-FEED BREAKER FEED-THRU LUGS INTEGRAL SPDAPARTMENT TYPICALSUTILITY - 7 1/2"40"MIN.7 1/2"1NO SCALEDIRECT BURIED CONDUIT DETAILTHREE DUCTSGRASS AREASBACKFILL WITH NATIVEMATERIAL IN 6" LIFTS.COMPACT AFTER EACHLIFT.PAVEMENT AREASBACKFILL WITH #2CRUSHED STONE IN 6"LIFTS. COMPACT AFTEREACH LIFT.3" SCREENED TOP SOILAROUND CONDUIT4" SCREENED TOP SOILFOR GRASS AREAS.PAVEMENT AS REQUIRED6" WIDE, RED PLASTICTAPE WITH WORDING"CAUTION BURIED ELECTRICLINE BELOW." TAPE SHALLBE LOCATED 6" BELOWFINISHED GRADEFINISH GRADEPVC CONDUITTHREADED CAP ON ALL SPARESTO COUPLING, PULLBOX, PANEL ECT.PVC TO RIGID ADAPTERPROVIDE ENGRAVED NAMEPLATEON CONDUITFINISHEDFLOORWRAP ALL JOINTS 100%WATERTIGHTSEAL VAPORBARRIER TOCONDUITRIGID HOT DIPPEDGALVANIZED CONDUITBACKFILL WITH NATIVEMATERIAL IN 6" LIFTS.COMPACT AFTEREACH LIFTSAND BED ENVELOPEWHERE CONDUIT STUBS UP UNDER FLOOR MOUNTED EQUIPMENT SUCH AS SWITCHGEAR, PROVIDE PVC ELBOWS IN LIEU OF RIGID SHOWN.AT EACH CONDUIT STUB-UP, AFFIX ENGRAVED PLASTIC NAMEPLATE INDICATING CONDUIT NO. OR CIRCUIT IDENTIFICATION. ATTACH WITH NYLON CABLE TIE.NOTES:2NO SCALECONDUIT STUB-UP INSIDE BUILDING DETAIL1.2.3NO SCALE12"6'-0"124567389123456789CONDUIT RISER AT UTILITY POLE DETAILNOTES:POLE BY UTILITY COMPANY.TERMINATE RACEWAY AT HEIGHT DICTATEDBY UTILITY COMPANY.TERMINATE AND CAP SPARE RACEWAY.MINIMUM 3'-0" BELOW GRADE.(2) 4" PVC, SCHEDULE 40 CONDUITS.SAND BED ENVELOPE, MINIMUM 3" COVER ON ALL SIDES.ENVELOPE SHALL RUN FROM 6'-0" OFF OF POLE TORACEWAY TERMINATION AT TRANSFORMER PAD.PVC TO RIGID STEEL CONDUIT ADAPTER.(2) 4" GALVANIZED, RIGID STEEL CONDUITS.90 x 36" RADIUS SWEEP ELBOWS.4NO SCALEGROUND BARON WALLTWO HOLE COMPRESSION LUGGROUND WIRESBY EQUIPMENTVENDORGROUND BAR CONNECTION DETAILDRAWING NOTES:5NO SCALEGROUND BAR DETAIL2"2"1"7/16" DIA.COPPER GROUND BAR, 1/4"x2"x12", NEWTON INSTRUMENT CO. OREQUAL. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION.INSULATORS, NEWTON INSTRUMENT CO. CAT. NO. 3061-4 OR EQUAL.5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 OR EQUAL.WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. A-6056 OR EQUAL.5/8-11 x 1" H.H.C.S. BOLTS, NEWTON INSTRUMENT CO. CAT. NO. 3012-1 OR EQUAL.LONG BARREL DOUBLE HOLE COMPRESSION LUG345126123456CONTROL OUTPUTCOMMON+24V dcPOWER PACKLINENEUTRAL120VCONTROL OUTPUTCOMMON+24V dcCONTROL OUTPUTCOMMON+24V dcLOAD-aLOAD-bNO SCALEOCCUPANCY SENSOR DETAIL7CEILING MOUNTEDOCCUPANCY SENSORADDITIONAL CEILINGMOUNTED OCCUPANCY SENSORAS REQUIRED3-WAYSWITCHaWALLSWITCHbPROVIDE 3-WAY AND/ORDUAL LEVEL SWITCHING ASCALLED FOR ON PLANS3-WAYSWITCHWALLSWITCHADDITIONAL CEILINGMOUNTED OCCUPANCY SENSORAS REQUIREDFTPANELBOARDDISCONNECTTHERMOSTATLIGHT SWITCHCARD ACCESSVOICE/DATA OUTLETDUPLEX RECEPTACLE6'-8"6'-0"5'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"2'-10"1'-6"1'-6"1'-6"4'-0"4'-0"7'-8"7'-6"NO SCALE6TYPICAL DEVICE MOUNTING ELEVATIONSNOTES:FIRE ALARMAUDIO/VISUALAND VISUALDEVICENURSE CALLPRE/POST & P.A.C.U.NURSE CALLO.R.NURSE CALLTYPICALIN LOCATIONS WHERE SIMILAR DEVICES ARE MOUNTED AT THE SAME HEIGHT, DEVICES SHALL BE PROPERLY "GANGED" AND SHALLHAVE A SINGLE COVER PLATE.IN LOCATIONS WHERE DIFFERENT DEVICES ARE MOUNTED AT DIFFERENT HEIGHTS WITHIN FOUR FEET OF ONE ANOTHER, DEVICESSHALL BE MOUNTED SUCH THAT THEY HAVE A COMMON CENTERLINE. IF THERE ARE THREE OR MORE DEVICES, THE CONTRACTORSHALL REQUEST A DETAIL FROM THE ARCHITECT.1.2.FIRE ALARMPULL STATIONWALL MOUNTEDTELEPHONEDUPLEX RECEPTACLEMECH. ROOM, GARAGESNURSE CALL EMERGENCYBATHROOMCLOCKOUTLETDESK TOP TELEPHONE/CATV OUTLETFINISHEDFLOORDOMELIGHT4'-0"APARTMENT LOAD CENTER8NO SCALECCTV SCHEMATIC WIRING DIAGRAMNETWORK VIDEO SERVERCATEGORY 6 CABLEPOE SWITCH 24 PORTWPCCTV131415161211109876543212419171821202223252627282930403532313334373638394441424346454748LAPTOPOR PC(TYP)NO SCALEVOICE/DATA RISER DIAGRAM9131415 16121110987654321241917 18 2120 222325262728 2930 4035323133343736 3839 44414243 4645 4748(2) 48 PORT CATEGORY 6 RACK MOUNTED PATCH PANELS FOR VOICE/DATA STATION OUTLETS121110987654321(2) CATEGORY 6 CABLES TO APT VOICE/DATA OUTLET(1) CATEGORY 6 CABLE TO APT DATA OUTLETFIRST FLOORLOWER LEVELSECOND FLOOR121110987654321(2) CATEGORY 6 CABLES TO APT VOICE/DATA OUTLET(1) CATEGORY 6 CABLE TO APT DATA OUTLET(1) CATEGORY 6 CABLE FROM ELEC RM TO EACH APARTMENT121110987654321(2) CATEGORY 6 CABLES TO APT VOICE/DATA OUTLET(1) CATEGORY 6 CABLE TO APT DATA OUTLET12 PORT CATEGORY 6 PATCH PANEL IN EACH APT12 PORT CATEGORY 6 PATCH PANEL IN EACH APT12 PORT CATEGORY 6 PATCH PANEL IN EACH APT4" PVC-80, DIRECT BURIEDFOR DATA. REFER TOSITE PLAN FOR MOREINFORMATION(1) CATEGORY 6 CABLE FROM ELEC RM TO EACH APARTMENT(1) CATEGORY 6 CABLE FROM ELEC RM TO EACH APARTMENTThese documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. ©387 East Main Street Rochester NY 14604585 232 8300 | rochester@swbr.comFILE PATH:SWBR Project NumberChecked By:Project Manager:Drawn By:RevisionsHCR SHARS NO.: 20186049TURNERE N G I N E E R I N G , P COne Woodbury BoulevardRochester, NY 14604585.381.3360 Tel15225.00209 Elm Street, Ithaca NY9/12/2019 10:18:54 AMM:\GFC\REVIT BACKUP\19173 - Elm Street Apartments - TE_g.carvell.rvtDDTElectrical DetailsDDTGFCE-300Construction SetIthaca Neighborhood HousingServicesCayuga Flats115 West Clinton StreetIthaca NY, 148509/13/2019Project No. 19173 FFFFFFFFSHFTSFICMDHDHDHDHFREMOTEANNUNCIATORCOMMONAREADEVICESFACP/FARPSDIGITALCOMMUNICATORTWO TELEPHONE LINES24 VOLT DCLOWER LEVELRESIDENT UNITS1ST FLOORRESIDENT ROOMSLOWER LEVELCOMMON AREAS1ST FLOOR COMMON AREASLOWER LEVELCOMMON AREAS24 VOLT DCTO NEXT APT. CO SENSOR, ICPOR END OF LINETO NEXT NOTIFICATIONDEVICE OR END OF LINETYPICAL ACCESSABLE APARTMENT CONFIGURATION120VTO NEXT ADDRESSABLE DEVICE/MODULE24 VOLT DC120V CIRCUITNO SCALE1FIRE ALARM RISER DIAGRAMDRAWING NOTES:INSTALL INTELLIGENT CONTROL PANEL (ICP) AND AUDIO/VISUAL FIREALARM DEVICES IN ACCESSIBLE UNITONLY. ALL OTHER UNITS SHALL BEPREWIRED AS INDICATED SUCH THATFUTURE ADDITION OF REQUIREDDEVICES FOR ACCESSIBLE UNITS ISAVAILABLE.PROVIDE LOW FREQUENCY HORN/STROBE IN EACH APARTMENT BED RM AND LIVING RM.THIS DRAWING IS DIAGRAMMATIC ONLY.FUNCTIONS SHOWN AS HARDWIRED MAY BE ACCOMPLISHED THROUGH THE USE OFINTELLIGENT DEVICES AND SOFTWARE.1.NOTES:1111FFFF2ND FLOORCOMMON AREASFICMFTO NEXT APT. CO SENSOR, ICPOR END OF LINETO NEXT NOTIFICATIONDEVICE OR END OF LINETYPICAL ACCESSABLE APARTMENT CONFIGURATIONTO NEXT ADDRESSABLE DEVICE/MODULE111FICMF2ND FLOOR RESIDENT ROOMS24 VOLT DCTO NEXT APT. CO SENSOR, ICPOR END OF LINETO NEXT NOTIFICATIONDEVICE OR END OF LINETYPICAL ACCESSABLE APARTMENT CONFIGURATIONTO NEXT ADDRESSABLE DEVICE/MODULE111REMOTEANNUNCIATORNL1L2L3GROUND BUSNEUTRAL BUS2NO SCALESERVICE ENTRANCE GROUNDING DETAILGROUNDING ELECTRODE SYSTEM NOTES:SERVICE ENTRANCEDISCONNECTING MEANSGROUNDEDCONDUCTORSERVICEENTRANCECONDUCTORSPROVIDE ELECTRODE CONDUCTOR. PROVIDE INSULATED COPPERCONDUCTOR PER SPECIFICATIONS. IF NO SIZE SPECIFIED, PROVIDEINSULATED COPPER CONDUCTOR SIZED PER N.E.C. TABLE 250-94.INSTALL IN RIGID, SCHEDULE 40, PVC RACEWAY.METAL UNDERGROUND WATER PIPE IN DIRECT CONTACT WITHEARTH FOR 10 FEET OR MORE. SHALL BE SUPPLEMENTED BYITEMS 3 AND 4.BUILDING STRUCTURAL STEEL.MADE GROUNDING ELECTRODE. REFER TO "MADE GROUNDINGELECTRODE-GROUND GRID" DETAIL AND SPECIFICATIONS.MAIN BONDING CONDUCTOR. PROVIDE INSULATED COPPERCONDUCTOR SIZED PER N.E.C. ARTICLE 250-94.BOND GROUND BUS TO EQUIPMENT ENCLOSURE WITH BARECOPPER BONDING JUMPER SIZED PER N.E.C. ARTICLE 250-79.WATERMAINFOOTERSTEELGROUNDSTEELBUILDINGSTEEL123456165NO SCALE3GENERAL NOTES:2' VERTICALCOMMON TRENCH SEPERATION DETAILCOMMON TRENCH600V SERVICE CABLEIN CONDUIT ORDIRECT BURIEDOTHERUTILITIESCOMMUNICATIONCATVGASMIN. 8'12"A.B,NO SEWER/WATER/DRAINAGE/BRANCH CIRCUIT WIRING OR CUSTOMER FUEL LINE IN COMMON TRENCH.IF OTHER UTILITIES, SUCH AS CUSTOMER SEWER, WATER, DRAINAGE, BRANCH CIRCUIT WIRING, OR CUSTOMER FUEL LINE, CROSS THE ELECTRIC OR COMMON TRENCH, A MINIMUM 2' OF VERTICAL SEPARATION MUST BE MAINTAINED.12"13141516121110987654321241917182120222325262728293040353231333437363839444142434645474811211171212345678RACK 1HORIZONTAL WIRE MANAGEMENTVERTICAL WIRE MANAGEMENT12 PORT OPTICAL FIBER PATCH PANEL7' FLOOR MOUNTED EQUIPMENT RACK48 PORT CATEGORY 6 PATCH PANEL24 PORT OPTICAL FIBER PATCH PANEL48 PORT CATEGORY 3 PATCH PANEL FOR VOICEDATA ANO SCALEWALL MOUNT TELE/DATA CABINET ELEVATION4(6) OUTLET SURGE PROTECTED POWER STRIPRACK/CABINET ELEVATIONSEQUIPMENT SCHEDULEELECTRIC ROOM 150948 PORT CCTV POE CATEGORY 6 PATCH PANEL10CCTV NVR11WALL MOUNTED EQUIPMENT RACKCCTV POECCTV NVR110151STVTVTATVTVTNO SCALECATV SYSTEM RISER DIAGRAM54-PORTDIRECTIONALTAP (TYPICAL)WALL MOUNT TAP IN APT FURNACE ROOM(TYPICAL)FIRST FLOORCATV SPLITTERBY CATV COMPANYRG11/U BACKBONE CABLELOWER LEVELWALL MOUNTED BROADBANDAMPLIFIER BY CATV COMPANY4" PVC-80, DIRECT BURIEDFOR CATV. REFER TOSITE PLAN FOR MOREINFORMATIONELECTRIC 150TYPICAL 1 BEDROOMAPARTMENTTYPICAL 1 BEDROOMAPARTMENTBR1LRBR1LRTVTVTSECOND FLOORTYPICAL 1 BEDROOMAPARTMENTBR1LR(TYPICAL)These documents and all the ideas, arrangements, designs and plans indicated thereon or presented thereby are owned by and remain the property of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. and no part thereof shall be utilized by any person, firm, or corporation for any purpose whatsoever except with the specific written permission of SWBR Architecture, Engineering & Landscape Architecture, D.P.C. All rights reserved. ©387 East Main Street Rochester NY 14604585 232 8300 | rochester@swbr.comFILE PATH:SWBR Project NumberChecked By:Project Manager:Drawn By:RevisionsHCR SHARS NO.: 20186049TURNERE N G I N E E R I N G , P COne Woodbury BoulevardRochester, NY 14604585.381.3360 Tel15225.00209 Elm Street, Ithaca NY9/12/2019 10:18:55 AMM:\GFC\REVIT BACKUP\19173 - Elm Street Apartments - TE_g.carvell.rvtDDTElectrical DetailsDDTGFCE-301Construction SetIthaca Neighborhood HousingServicesCayuga Flats115 West Clinton StreetIthaca NY, 148509/13/2019Project No. 19173