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1005 327 W Seneca RPZ 6-24-20.pdf Layout1
WEST SENECA STREET WEST STATE STREET WEST GREEN STREET WEST BUFFALO STREET NORTH CORN STREET SOUTH CORN STREET NORTH PLAIN STREET SOUTH PLAIN STREET NORTH ALBANY STREET SOUTH ALBANY
STREET FAYETTE STREET PARK PLACE PROJECT SITE LOCATION MAP PLAN VIEW ELEVATION VIEW METER ȭ ȭ METER *BYPASS *BYPASS- CAN GO ABOVE OR BELOW WITHOUT INTERFERENCE WITH METER As to Friction
Loss and Body Strength Only As to Friction Loss, Body Strength, Seat Leakage and Elastomeric Seal Characteristics INSTALLATION ONLY APPROVED VERTICALOR HORIZONTAL DATE OF MANUFACTURE
WILKINS OPERATION, PASO ROBLES, CA, USA MDL WILKINS REDUCED PRESSURE BACKFLOW PREVENTER SER. NO. ZURN A COMPANY U 350A MWWT: 140°F MWWP: 175 PSI PASO ROBLES CA., U.S.A.
DRAWING TITLE: BACKFLOW PREVENTION PLAN 1005-19 BACKFLOW PREVENTION PLANS SCALE: 1" = 1.0' DRAWN: RPR DESIGNED: AMF DATE: 05/11/2020
REVISIONS JOB NO: 1005-19 VISUM DEVELOPMENT 327 W. SENECA STREET TOMPKINS COUNTY CITY OF ITHACASTATE OF NEW YORK for ROCHESTER LOCATION 3 9 C A S C A D E D R I V E ROCHESTER,
NY 14614 5 8 5 - 4 5 8 - 7 7 7 0 ITHACA LOCATION 640 HANSHAW RD, STE 12 I T H A C A , N Y 1 4 8 5 0 6 0 7 - 2 4 1 - 2 9 1 7 www.marathoneng.com DATE BY REVISION SHEET No: JOB No:
DRAWING No: COPYRIGHT 2020 MARATHON ENG. C TI SI A OVILAOTIN OF NEW YORK STATE EDUCAOTIN LAW ACRTLEI 145, SECOTIN 7209 FOR ANY PERSON, UNLESS ACNTIG UNDER THE DRECOITIN OF A CELNISED
PROOFESSINAL ENGNIEER OR LAND SURVEYOR, TO ALTER NI ANY WAY, AN TEMI BEANRIG THE SEAL OF A PROOFESSINAL ENGNIEER OR LAND SURVEYOR. FI AN TEMI BEANRIG THE SEAL OF A PROOFESSINAL ENGNIEER
OR LAND SURVEYOR SI ALTERED, THE ALTNERIG ENGNIEER OR LAND SURVEYOR SHALL AXFFI TO THE TEMI THREI SEAL AND THE NOTAOTIN A"LTERED BY" FOLLOWED BY THREI GSINATURE AND THE DATE OF SUCH
ALTERAOTIN, AND A CSPFEICI DESCOPTRIINOT HAF LET ERAOTIN. LOCATION MAP N.T.S. ADAM M. FISHEL 1 OF 1 BP 1.0 06/17/2020 RPR REV. DEVICES AND SIZE
1005 327 W. Seneca C1.0 7-21-20.pdf C1.0
ADAM M. FISHEL WEST SENECA STREET WEST STATE STREET WEST GREEN STREET WEST BUFFALO STREET NORTH CORN STREET SOUTH CORN STREET NORTH PLAIN STREET SOUTH PLAIN STREET NORTH ALBANY STREET
SOUTH ALBANY STREET FAYETTE STREET PARK PLACE PROJECT SITE LOCATION MAP N.T.S. C1.01 of 4 DRAWING TITLE: Utility Site Plan 1005-19 SITE DEVELOPMENT PLANS SCALE: 1" =
10' DRAWN: RLJ DESIGNED: AMF DATE: 04/05/19 REVISIONS JOB NO: 1005-19 VISUM DEVELOPMENT TOMPKINS COUNTY 327 WEST SENECA STREET (NYS
ROUTE 79) CITY OF ITHACA STATE OF NEW YORK NORTH for ROCHESTER LOCATION 3 9 C A S C A D E D R I V E ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0 ITHACA LOCATION 840 HANSHAW RD, STE 12
I T H A C A , N Y 1 4 8 5 0 6 0 7 - 2 4 1 - 2 9 1 7 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2020 MARATHON ENG. C TI SI A OVILAOTIN OF NEW
YORK STATE EDUCAOTIN LAW ACRTLEI 145, SECOTIN 7209 FOR ANY PERSON, UNLESS ACNTIG UNDER THE DRECOITIN OF A CELNISED PROOFESSINAL ENGNIEER OR LAND SURVEYOR, TO ALTER NI ANY WAY, AN TEMI
BEANRIG THE SEAL OF A PROOFESSINAL ENGNIEER OR LAND SURVEYOR. FI AN TEMI BEANRIG THE SEAL OF A PROOFESSINAL ENGNIEER OR LAND SURVEYOR SI ALTERED, THE ALTNERIG ENGNIEER OR LAND SURVEYOR
SHALL AXFFI TO THE TEMI THREI SEAL AND THE NOTAOTIN A"LTERED BY" FOLLOWED BY THREI GSINATURE AND THE DATE OF SUCH ALTERAOTIN, AND A CSPFEICI DESCOPTRIINOT HAF LET ERAOTIN. CONSTRUCTION
1. STAKEOUT - THE CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR USING CONTROL PROVIDED ON THE "LAYOUT PLAN". THE BUILDING FOOTPRINT(S), DATED 04/10/19, WERE
PROVIDED BY STREAM COLLABORATIVE. DISCREPANCIES WITH BUILDING(S), CONTROL POINTS, AND/ OR TIE DIMENSIONS SHALL BE REPORTED TO THE DESIGN ENGINEER (PRIOR TO THE INSTALLATION OF IMPROVEMENTS)
FOR COORDINATION AND CLARIFICATION. 2. BOUNDARY - BOUNDARY INFORMATION WAS TAKEN FROM 327 WEST SENECA STEET SURVEY MAP PREPARED BY T.G. MILLER P.C. DATED 05/29/2018 AND IS SHOWN FOR
GRAPHICAL REPRESENTATION ONLY. 3. LAYOUT - DIMENSIONS SHOWN, WHERE APPLICABLE, SHALL BE FROM THE FACE OF CURB UNLESS SPECIFICALLY CALLED OUT OTHERWISE. 4. DEMOLITION - ALL MATERIALS
SHALL BE LEGALLY DISPOSED OF OFF-SITE OR RETURNED TO OWNER AS DIRECTED BY CONTRACT DOCUMENTS. ALL ITEMS NOT SPECIFICALLY CALLED OUT TO BE REMOVED SHALL REMAIN. 5. COORDINATION - THE
CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITY WORK WITH OTHER SITE UTILITIES (I.E. GAS, ELECTRIC, LIGHTING, COMMUNICATIONS) TO AVOID POTENTIAL INSTALLATION CONFLICTS. 6. STAGING
- AS DEFINED BY THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL CONSTRUCT A SECURE STAGING AREA FOR STORAGE OF EQUIPMENT, MATERIALS, EMPLOYEE PARKING AND OFFICE SPACE. IF THE AREA/METHOD
IS NOT SPECIFICALLY DEFINED ON THE DOCUMENTS THEN IT SHALL BE COORDINATED WITH THE OWNER'S ON-SITE REPRESENTATIVE. 7. CLOSE-OUT - THE CONTRACTOR'S WORK SCOPE INCLUDES BUT IS NOT LIMITED
TO THE FOLLOWING AT PROJECT CLOSE-OUT TO THE SATISFACTION OF OWNER'S ON-SITE REPRESENTATIVE: z REMOVAL OF ANY CONSTRUCTION DEBRIS. z CLEANING PAVEMENT AND WALKWAY SURFACES. z RESTORATION
OF ALL DISTURBED GRASS AND LANDSCAPED AREAS. z PROVIDING BONDS, GUARANTEES, CERTIFICATIONS, ETC. AS REQUIRED BY CONTRACT DOCUMENTS. z PROVIDING REDLINES FOR RECORD DRAWING. z COMPLETION
OF FINAL PUNCH LIST ITEMS. UTILITIES 1. SANITARY 1.1 MATERIALS x LATERALS - PIPING SHALL BE POLYVINYL CHLORIDE (PVC) WITH ENDS SUITABLE FOR ELASTOMERIC GASKET JOINTS, AND A MINIMUM
WALL THICKNESS OF SDR-35. PIPING AND FITTINGS SHALL MEET: x ASTM D-3034 (4" THRU 15") x JOINTING MATERIALS - SHALL BE BELL-AND-SPIGOT WITH INTEGRAL PUSH ON TYPE ELASTOMERIC GASKET
JOINTS, GASKET MATERIAL TO BE NEOPRENE MEETING ASTM D-3212. 1.2 INFILTRATION/ EXFILTRATION - MAXIMUM ALLOWABLE INFILTRATION OR EXFILTRATION SHALL NOT EXCEED 100 GALLONS PER INCH DIAMETER
PER MILE OF PIPE PER DAY FOR THE SANITARY SEWER. IF AN AIR TEST IS USED, THE TEST AS A MINIMUM SHALL CONFORM TO THE PROCEDURE DESCRIBED IN ASTM DESIGNATION F1417 ENTITLED PRACTICE FOR
LOW PRESSURE AIR TEST OF PLASTIC PIPE LINES. SANITARY MANHOLES SHALL BE VISUALLY INSPECTED AND TESTED FOR LEAKAGE BY EX FILTRATION OR VACUUM. VACUUM TESTING OF MANHOLES SHALL COMPLY
WITH THE METHOD OUTLINED IN THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION TECHNICAL INFORMATION PAMPHLET (TIP) NO. 15 (REVISED). 1.3 FLOOR DRAINS - FLOOR DRAINS, IF CONSTRUCTED
IN THE PROJECT. MUST BE CONNECTED TO THE SANITARY SEWER. NOTE: FLOOR DRAINS DO NOT INCLUDE FOUNDATION OR FOOTER DRAINS INSTALLED TO INTERCEPT UNCONTAMINATED GROUND WATER. ALL DISCHARGES
FROM THE FLOOR DRAINS TO THE SANITARY SEWER MUST COMPLY WITH THE EFFLUENT LIMITS OF THE LOCAL AND/OR THE TOMPKINS COUNTY SEWER USE LAW. 1.4 TESTING - DEFLECTION TESTS SHALL BE PERFORMED
ON ALL FLEXIBLE PIPE. THE TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF 5%. IF THE DEFLECTION TEST IS TO
BE RUN USING A RIGID BALL OR MANDREL. IT SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. 1.5 SEPARATION
- MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES SHALL BE 18 INCHES MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING. ONE FULL STANDARD LAYING LENGTH
OF WATER MAIN SHALL BE CENTERED UNDER OR OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IN ADDITION. WHEN THE WATER MAIN PASSES UNDER A SEWER, ADEQUATE
STRUCTURAL SUPPORT (COMPACTED SELECTED FILL) SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING OF THE SEWER ON THE WATER MAIN. MINIMUM HORIZONTAL
SEPARATION BETWEEN PARALLEL WATER MAINS AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET MEASURED FROM THE OUTSIDE OF THE PIPES. MANHOLES OR VAULTS. 1.6 INSPECTION -
THE CONTRACTOR SHALL PROVIDE THE CITY OF ITHACA 72 HOURS ADVANCE NOTICE PRIOR TO THE START OF ANY WORK ASSOCIATED WITH THE SANITARY SEWER. GENERAL 1. APPLICABILITY - THE NOTES AND INFORMATION
PROVIDED ON THIS SHEET ARE APPLICABLE TO ALL "C" SERIES DRAWINGS. THE "C" SERIES DRAWINGS COVER SITE RELATED IMPROVEMENTS OUTSIDE THE BUILDING ENVELOPE. THE BUILDING ENVELOPE INCLUDES
ALL AREA WITHIN 5' OUTSIDE OF THE BUILDING'S EXTERIOR WALL. 2. MAPPING - THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED BASED ON RECORD MAPPING SUPPLIED BY OTHERS. THE ENGINEER MAKES
NO WARRANTY AS TO THE LOCATION, SIZE, TYPE, ELEVATION, AND/OR NUMBER OF EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION
OF UTILITIES IN THE VICINITY OF THE NEW INFRASTRUCTURE. 3. UTILITY STAKEOUT - THE CONTRACTOR SHALL NOTIFY DIG SAFELY NEW YORK (1-800-962-7962) FOR A UTILITY STAKEOUT 48 HOURS IN ADVANCE
OF COMMENCING WORK. STAKEOUT OF PRIVATE UTILITIES SHALL BE COORDINATED WITH THE OWNER. 4. PROPERTY PROTECTION - THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING PAVEMENT, CURBS,
WALKS, LAWNS, TREES, ETC. CAUSED BY THEIR CONSTRUCTION OPERATIONS. ALL DAMAGE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE. 5.
ACCESS - THE CONTRACTOR SHALL PROVIDE SATISFACTORY VEHICULAR ACCESS TO ALL ADJOINING PROPERTIES, PRIVATE ROADWAYS, PARKING FACILITIES, AND PUBLIC STREETS DURING CONSTRUCTION. 6. SITE
SAFETY - PRIOR TO AND THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL POST SIGNAGE IN CONFORMANCE WITH THE REQUIREMENTS OF THE LOCAL MUNICIPALITY AND OCCUPATIONAL HEALTH AND SAFETY ACT
(OHSA). JOB SAFETY AND MAINTENANCE AND PROTECTION OF TRAFFIC IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. EXCAVATIONS - ALL EXCAVATIONS SHALL BE BACKFILLED/BARRICADED TO THE SATISFACTION
OF THE OWNER'S REPRESENTATIVE AT THE CONCLUSION OF EACH WORKING DAY. 8. MAINTENANCE - PUBLIC STREETS, PRIVATE DRIVES AND PARKING FACILITIES SHALL BE KEPT FREE OF FOREIGN MATERIALS.
ALL AREAS SHALL BE SWEPT CLEAN AT THE END OF EACH WORKING DAY AND/OR AS DIRECTED BY THE OWNER'S ON-SITE REPRESENTATIVE. 9. CONSTRUCTION STORAGE - STORAGE OF EQUIPMENT AND MATERIALS
SHALL BE WITHIN A SPECIFIED AND SECURED AREA AS DETERMINED IN CONTRACT DOCUMENTS OR AS SPECIFIED BY THE OWNER'S ON-SITE REPRESENTATIVE. 10. PERMIT(S) - PRIOR TO CONSTRUCTION, THE CONTRACTOR
SHALL OBTAIN THE NECESSARY PERMITS FROM THE APPLICABLE MUNICIPALITY OR AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR ALL BONDS AND INSURANCES AND THE OWNER IS RESPONSIBLE FOR PERMIT FEES
UNLESS OTHERWISE STATED IN THE OWNER/ CONTRACTOR AGREEMENT 11. INTERIM CONDITIONS - THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDINGS AND WITHIN PROJECT
AREA TO A STABILIZED OUTLET THROUGHOUT THE CONSTRUCTION PERIOD. THIS MAY REQUIRE INTERIM GRADING, SHIMMING OF PAVEMENT ETC. THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS AND SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR. 12. SPECIFICATIONS - TECHNICAL SPECIFICATIONS, IF SUPPLIED AS PART OF CONTRACT DOCUMENTS, ARE INTENDED TO AID AND HELP DEFINE THE CONTRACTOR'S
WORK SCOPE. IF DISCREPANCIES OCCUR THE CONTRACTOR SHALL REQUEST A CLARIFICATION. PROTECTION OF ADJACENT PROPERTIES - THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ADJACENT PROPERTIES,
BUILDINGS AND FACILITIES DURING CONSTRUCTION. MEANS AND METHODS FOR PROVIDING SHEETING, SHORING, ETC. AS DIRECTED BY THE CONTRACTOR IN ACCORDANCE WITH ALL OSHA REQUIREMENTS. SANITARY
SEWER COVER 1. WHERE 5' OF COVER CAN NOT BE MAINTAINED THE CONTRACTOR SHALL USE THE INSULATED SANITARY TRENCH DETAIL SHOWN ON C2.0. NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING
APPROPRIATE WORK PERMITS FROM NYSDOT FOR ANY WORK WITHIN NYSDOT RIGHT OF WAY. 2. INFORMATION ILLUSTRATED ON THIS PLAN IS FOR THE PROPOSED SANITARY SEWER IMPROVEMENTS ONLY. THE CONTRACTOR
SHALL COORDINATE DIRECTLY WITH THE PROJECT ARCHITECT (STREAM COLLABORATIVE) FOR ALL OTHER SITE, BUILDING, UTILITY, ETC. IMPROVEMENTS. REFERENCES UTILITIES - THE EXISTING WATER, SANITARY
SEWER, AND STORM SEWER UTILITIES SHOWN ON THIS PLAN WERE PROVIDED BY THE CITY OF ITHACA DPW AND FOR GRAPHICAL REPRESENTATION ONLY. CONTRACTOR IS TO VERIFY THE LOCATION OF ALL UTILITIES
PRIOR TO THE START OF WORK. BOUNDARY - THE PROPERTY BOUNDARY SHOWN ON THE PLANS WAS TAKEN FROM "327 WEST SENECA STREET BOUNDARY SURVEY" PREPARED BY T.G. MILLER P.C. DATED 05/29/2018
AND IS SHOWN FOR GRAPHICAL REPRESENTATION ONLY. BUILDING - THE PROPOSED BUILDING FOOTPRINT DATED 04/10/2019 WAS PROVIDED BY THE PROJECT ARCHITECT (STREAM COLLABORATIVE) AND IS SHOWN
FOR GRAPHICAL REPRESENTATION ONLY. UTILITIES (CONT.) 2. STORM 2.1 REGULATIONS - STORM SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE LATEST REGULATIONS OF THE
MUNICIPALITY. 2.2 MATERIALS - THE CONTRACTOR MAY USE THE FOLLOWING PIPE MATERIAL FOR THE MAIN SEWER AS ALLOWED BY THE MUNICIPALITY, PROVIDING THAT THE ROUGHNESS COEFFICIENT ("N" FACTOR)
IS 0.013 OR BETTER: x REINFORCED CONCRETE PIPE (RCP), CLASS III x CORRUGATED STEEL PIPE (CSP), 16 GAUGE, ASPHALT COATED-SMOOTH BORE. x HIGH DENSITY CORRUGATED POLYETHYLENE PIPE (PE),
AASHTO M-29, TYPE S, ASTM D-3350. 2.3 ROOF DRAINAGE - ALL ROOF DRAINAGE SHALL BE COLLECTED AND PIPED TO THE STORM SEWER SYSTEM UNLESS SPECIFIED OTHERWISE. 2.4 TESTING - UPON COMPLETION
OF SYSTEM INSTALLATION, THE MAIN SEWER SYSTEM AND LEADS TO STRUCTURES SHALL BE FLUSHED AND LAMPED TO THE SATISFACTION OF THE MUNICIPALITY. 06/28/19 AF ADDED ROOF DOWNSPOUT CITY PORTION=FROM
THE WATER MAIN TO AND INCLUDING THE CONTROL VALVE ON THE ROW/PROPERTY/EASEMENT LINE PRIVATE PORTION=FROM THE CONTROL VALVE TO THE METER (a) MINIMUM SIZE IS 1 INCH (b) ACCEPTABLE MATERIAL
FOR PRIVATE PORTION IS EITHER TYPE 'K' COPPER (c) SERVICE TYPES INCLUDE: DOMESTIC=DS, FIRE=FS, OR COMBINED=CMB 3.5 METERS - EXISTING WATER METER LOCATED INSIDE MAY REQUIRE UPGRADES
AS REQUIRED BY THE CITY OF ITHACA PUBLIC WORK DEPARTMENT. UPON COMPLETION OF THE PROJECT, A MASTER METER SHALL BE LOCATED WITHIN THE EXISTING FACILITY AS DIRECTED BY THE CITY OF ITHACA
PUBLIC WORKS DEPARTMENT. 3.6 BACKFLOW PREVENTION DEVICES - EXISTING BACKFLOW PREVENTION DEVICE INSIDE MAY REQUIRE UPGRADES AS REQUIRED BY THE CITY OF ITHACA PUBLIC WORK DEPARTMENT.
3.7 INSTALLATION - THE PRIVATE PORTION OF THE SERVICE LINE MUST BE INSTALLED PRIOR TO THE INSTALLATION OF THE CITY OF ITHACA PORTION OF THE SERVICE LINE. 3.8 LINE EXTENSION - THE
CONTRACTOR SHALL COORDINATE THE LOCATION OF THE WATER SERVICE EXTENSION WITH THE OWNER. ALL PENETRATIONS THROUGH EXISTING AND/OR NEW BUILDING FOUNDATIONS SHALL BE DONE AS DIRECTED
BY THE STRUCTURAL ENGINEER OR THE OWNER'S REPRESENTATIVE. D.I.P 3.1 SPECIFICATIONS - WATER SERVICE LINES (LATERALS) SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS AND
SPECIFICATIONS OF THE CITY OF ITHACA WATER PUBLIC WORKS DEPARTMENT. 3.2 COVER - WATER SERVICE LINES SHALL HAVE A MINIMUM OF FIVE FEET OF COVER FROM FINISHED GRADE IN LAWN AREAS
AND SIX FEET OF COVER FROM FINISHED GRADE IN PAVED AREAS. 3.3 SEPARATION - WATER SERVICE LINES SHALL BE SEPARATED AT LEAST 10 FEET, MEASURED FROM THE OUTSIDE OF THE PIPES, FROM
SEWER MAINS OR SEPTIC SYSTEMS. 3.4 MATERIALS - WATER SERVICE LINES SHALL BE IDENTIFIED AS: 3. WATER 4" CMB 4" D.I.P CMB 04/17/20 AF MISC UTIL. REVISIONS UNDERGROUND ELECTRIC SERVICE
CONTRACTOR TO COORDINATE POINT OF CONNECTION, ROUTING OF SERVICE, WORK SCOPE RESPONSIBILITIES, ETC. WITH UTILITY PROVIDER PRIOR TO THE START OF WORK. UNDERGROUND TELEPHONE SERVICE CONTRACTOR
TO COORDINATE POINT OF CONNECTION, ROUTING OF SERVICE, WORK SCOPE RESPONSIBILITIES, ETC. WITH UTILITY PROVIDER PRIOR TO THE START OF WORK. 04/28/20 AF MISC UTIL. REVISIONS 06/24/20
AF M.E.P. COORD. 06/30/20 AF M.E.P. COORD. 07/21/20 AF MISC. REVISIONS WATER SERVICE THRUST BLOCKS 1. PROVIDE THRUST BLOCKS PER CITY OF ITHACA WATER DETAILS.
1005 327 W. Seneca C2.0 7-21-20.pdf C2.0
ADAM M. FISHEL C2.02 of 4 DRAWING TITLE: Detail Sheet 1005-19 SITE DEVELOPMENT PLANS SCALE: N/A DRAWN: AXA DESIGNED: AMF DATE: 04/17/20
REVISIONS JOB NO: 1005-19 VISUM DEVELOPMENT TOMPKINS COUNTY 327 WEST SENECA STREET (NYS ROUTE 79) CITY OF ITHACA STATE OF NEW YORK for ROCHESTER LOCATION 3 9 C A S C A
D E D R I V E ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0 ITHACA LOCATION 840 HANSHAW RD, STE 12 I T H A C A , N Y 1 4 8 5 0 6 0 7 - 2 4 1 - 2 9 1 7 www.marathoneng.com DATE BY REVISION
SHEET No: JOB No: DRAWING No: COPYRIGHT 2020 MARATHON ENG. C TI SI A OVILAOTIN OF NEW YORK STATE EDUCAOTIN LAW ACRTLEI 145, SECOTIN 7209 FOR ANY PERSON, UNLESS ACNTIG UNDER THE
DRECOITIN OF A CELNISED PROOFESSINAL ENGNIEER OR LAND SURVEYOR, TO ALTER NI ANY WAY, AN TEMI BEANRIG THE SEAL OF A PROOFESSINAL ENGNIEER OR LAND SURVEYOR. FI AN TEMI BEANRIG THE SEAL
OF A PROOFESSINAL ENGNIEER OR LAND SURVEYOR SI ALTERED, THE ALTNERIG ENGNIEER OR LAND SURVEYOR SHALL AXFFI TO THE TEMI THREI SEAL AND THE NOTAOTIN A"LTERED BY" FOLLOWED BY THREI GSINATURE
AND THE DATE OF SUCH ALTERAOTIN, AND A CSPFEICI DESCOPTRIINOT HAF LET ERAOTIN. PVC STORM CLEANOUT STORM TRENCH SOLID PIPE SANITARY TRENCH INSULATED SANITARY TRENCH INSERTA TEE LATERAL
CONNECTION SANITARY HOUSE TRAP WATER TRENCH DETAIL CONCRETE ENCASEMENT WATER TRENCH DETAIL 7/21/20 AF MISC. REVISIONS
2018015 - 327 W Seneca Street - 06.22.2020 - Revision 1.pdf
Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com DESIGN TEAM STREAM Collaborative
Architecture & Landscape Architecture DPC Noah Demarest RA, RLA, LEED AP ph: 607.216.8802 noah@streamcolab.com ELWYN+PALMER Consulting Engineers MARATHON Engineering A 1 2 3 4 BCD 6/22/2020
10:09:14 AMC:\Users\Jacob Marnell\Documents\2018015 - 327 W.Seneca Street_jacobS4ZDL.rvt A000 COVER SHEET 2018015 327 W. SENECA STREET 06/10/2019 VISUM DEVELOPMENT CITY OF ITHACA, NY
CONSTRUCTION SET 327 W. SENECA STREET VISUM DEVELOPMENT CITY OF ITHACA, NY DRAWING LIST SHEET DRAWING NAME 00 - GENERAL A000 COVER SHEET 01 - CIVIL C1.0 SANITARY LATERAL PLAN 02 - LANDSCAPE
L001 SITE LAYOUT PLAN AND PLANTING PLAN L002 UTILITY PLAN AND WORK ZONE PLAN L003 GRADING PLAN L501 SITE DETAILS L502 BIKE SHED 03 - ARCHITECTURE A101 FIRST FLOOR PLAN A102 SECOND FLOOR
PLAN A103 THIRD FLOOR PLAN A104 ROOF PLAN A105 FIRST FLOOR ELECTRIC PLAN A106 SECOND FLOOR ELECTRIC PLAN A107 THIRD FLOOR ELECTRIC PLAN A201 ELEVATION - WEST A202 ELEVATION - EAST A203
ELEVATIONS- NORTH/ SOUTH A204 ENLARGED PLANS AND INTERIOR ELEVS A301 SECTIONS A302 SECTIONS A401 DETAILS A501 DETAILS A502 WINDOW DETAILS A601 SCHEDULES 04 - STRUCTURAL S001 GENERAL
NOTES S100 EXISTING BUILDING FOUNDATION DEMO PLAN S101 FOUNDATION PLAN S300 FOUNDATION DETAILS 05 - ELECTRICAL E100 ELECTRIC RISER DIAGRAM VICINITY MAP REVISIONS Δ DESCRIPTION DATE
AVERAGE LOT DEPTH 88.71' EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING PUBLIC SIDEWALK WEST SENECA STREET 87° 34' 30" 52.00' N E 2° 09' 56" 90.29' S E 87° 44' 38" 26.94' S W
2° 13' 55" 87.42' N W 87° 59' 37" 25.01' S W PROPOSED 3-STORY APARTMENT 327 W. SENECA ST. LAWN NEW LAWN EXISTING CITY TREES TO REMAIN HBA 4 TOS 1 TOS 1 HBA 4 TOS 1 HMA 3 HBA 2 TOS 1
HBA 2 TOS 1 HMA 3 CFD 2 LAWN LAWN LAWN LAWN BIKE SHED BZA APPROVED SETBACK 10' TRASH CAN ENCLOSURE NEW WALK MAIL AVERAGE LOT DEPTH 88.71' NEW WALK BIKE SHED WEST SENECA STREET EXISTING
BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING EXIT DOOR EXISTING SIDEWALK NEW SIDEWALK 7.05' PROPOSED 3-STORY APARTMENT 327 W. SENECA ST. NEW CURB CURB CUT TO BE REMOVED 6.55'
± 8.84' ± CANOPY CANOPY CANOPIES BIKE RACK PUBLIC SIDEWALK EXISTING EGRESS WALKWAY EXISTING PARKING LOT REQUIRED SETBACK 13.3' 1' BZA APPROVED SETBACK 3' BZA APPROVED SETBACK 6' BZA
APPROVED SETBACK 10.08' 10' REQUIRED SETBACK 5' REQUIRED SETBACK36.83' 10.59' 10' REQUIRED SETBACK 23'-10" 8'-0" 21'-6" 5'-0" 12'-4" 27'-6" 15'-0" 28'-6" 4'-0" 9'-1" 5'-0" 22'-9" 11'-10"
4'-1" 6'-8" COVERED WOOD BIKE SHED (ACCESSORY STRUCTURE) ±8'-0" HIGH 4'-0" 4'-0" 4'-0" L501 D3 4'-0" ASPHALT PATCH EXISTING BUILDING TO BE DEMOLISHED BY OWNER. SEE DWG S100. EXG. CMU
PRIVACY WALL TO BE DEMOLISHED BY OWNER. Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.co
m A 1 2 3 4 BCD 1" = 10'-0" 6/12/2019 3:31:12 PMC:\Users\Steven\Documents\2018015 - 327 W.Seneca Street - Site_stevenPUFGL.rvt L001 SITE PLAN AND PLANTING PLAN 2018015 327 WEST SENECA
ST. 06/18/2019 VISUM DEVELOPMENT CITY OF ITHACA, NY DESIGN DEVELOPMENT 1" = 10'-0"D1 PLANTING PLAN 1" = 10'-0"C1 SITE LAYOUT PLAN N PLANTING SCHEDULE KEY QTY. BOTANICAL NAME COMMON
NAME INSTALLED SIZE MATURE SIZE COMMENTS SHRUB - PERENNIAL HMA 6 Hakonechloa macra 'Aureola' Golden Japanese Forest Grass #1 CONTAINER 1.5' TALL & WIDE SHADE TOLERANT HBA 12 Hosta x
'Blue Angel' Blue Angel Plantain Lily #1 CONTAINER 4' WIDE SHADE TOLERANT TREE - ORNAMENTAL CFD 2 Cornus florida Flowering Dogwood 2" CALIPER 25' TALL TREE -EVERGREEN TOS 5 Thuja occidentalis
'Skybound' Skybound Arborvitae 6 FEET TALL 15-20' TALL COLUMNAR GENERAL SHEET NOTES - PLANTING 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2
Consult landscape architect on shape of bed edge and placement of all plants prior to installation. 3 Only nursery-grown plant materials shall be acceptable. All trees, shrubs and ground
covers shall comply with applicable requirements of ANSI z60.1, American standard for nursery stock. 4 All planting beds to be excavated to a minimum depth of two feet and replaced
with amended topsoil consisting of 1 part screened topsoil, 1 part compost and 1 part sand. 5 Tree pits in lawn to be excavated to depth of root ball plus six inches and shall be three
times the width of the root ball. 6 Deciduous trees shall have a caliper of at least 2 1/2 inches at breast height (DBH) at the time of planting. 7 All trees in lawn areas to receive
five-foot diameter mulch rings. 8 Install 3 inches of natural shredded bark mulch in all planting beds. 9 No plants or trees shall be located beneath building overhangs. 10 Sun/shade
lawn mix - deep till any compaction due to construction and install 4" of amended topsoil. 11 Warranty all plant materials for a period of 1-year beyond the date of substantial completion.
GENERAL SHEET NOTES - SITE LAYOUT 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 General contractor shall notify all utility owners having underground
utilities on site prior to excavation. Contractor shall contact utility locating company and locate all utilities prior to any excavation. 3 See civil drawings for layout of underground
utilities. 4 See electrical drawings for layout of underground electrical and lighting. 5 Install expansion joints every 30' in concrete and in areas where concrete abuts curbs and
other fixed objects. 6 Verify dimensions and accept conditions before proceeding with work. Report discrepancies to landscape architect before proceeding. 7 Do not scale drawings.
8 Walks, drives, curbs, parking, and building locations to be laid out in the field by a licensed surveyor. 9 Dimensions to curbs are to exposed faces unless otherwise noted. N REVISIONS
Δ DESCRIPTION DATE WEST SENECA STREET EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING PUBLIC SIDEWALK PROPOSED 3-STORY APARTMENT 327 W. SENECA ST. O.H.O.H. O.H. SAN *SEE CIVIL
DWGS FOR SAN CONNECTION W SAN W W W E MECHANICAL ROOM WEST SENECA STREET EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING EXIT DOOR EXISTING SIDEWALK PUBLIC SIDEWALK PROPOSED
3-STORY APARTMENT 327 W. SENECA ST. ACCESS TO BE MAINTAINED THROUGH NEGOTIATION W/ ADJACENT PROPERTY OWNERS DURING CONSTRUCTION TEMPORARY CONSTRUCTION FENCE AT PROPERTY LINE MAINTAIN
ACCESS TO ADJACENT PROPERTIES TEMPORARY CONSTRUCTION FENCE AT PROPERTY LINE STAGING AREA. STREET PERMIT TO BE ACQUIRED PUBLIC SIDE WALK TO BE CLOSED DURING CONSTRUCTION. PROVIDE SIDEWALK
DETOUR SIGNAGE AS REQUIRED BY CITY EXISTING EGRESS WALKWAY EXISTING PARKING LOT TREE PROTECTION. 6'-0" TALL, 5'-0" x 12'-0" CHAIN LINK FENCE. REPLACE TREES IF THEY ARE DAMAGED OR
DIE WITHIN ONE YEAR OF CONSTRUCTION Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com
A 1 2 3 4 BCD 1" = 10'-0" 6/12/2019 3:31:16 PMC:\Users\Steven\Documents\2018015 - 327 W.Seneca Street - Site_stevenPUFGL.rvt L002 UTILITY PLAN AND WORK ZONE PLAN 2018015 327 WEST SENECA
ST. 06/18/2019 VISUM DEVELOPMENT CITY OF ITHACA, NY DESIGN DEVELOPMENT 1" = 10'-0"B1 UTILITY PLAN 1" = 10'-0"D1 WORK ZONE TRAFFIC CONTROL PLAN NN REVISIONS Δ DESCRIPTION DATE 1 Revision
1 Date 1 TRASH CAN ENCLOSURE AVERAGE LOT DEPTH 88.71' BIKE SHED WEST SENECA STREET EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING EXIT DOOR EXISTING SIDEWALK PROPOSED
3-STORY APARTMENT 327 W. SENECA ST. NEW CURB CURB CUT TO BE REMOVED PUBLIC SIDEWALK EXISTING EGRESS WALKWAY EXISTING PARKING LOT 6'-8 1/8" ASPHALT PATCH 396.39 396.62 396.58 396.63
396.59 396.64396.5 396.65 396.51 396.59 396.65396.65 396.5 397 396.58 396.61 396.65 396.65 396.61 1% 396.61396.61 396.64 396.64 396.47 396.65 396.65 396.5 396.38 396.39 396.25 396.18
FFE 396.62' Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4
BCD 1" = 10'-0" 6/12/2019 3:31:18 PMC:\Users\Steven\Documents\2018015 - 327 W.Seneca Street - Site_stevenPUFGL.rvt L003 GRADING PLAN 2018015 327 WEST SENECA ST. 06/18/2019 VISUM DEVELOPMENT
CITY OF ITHACA, NY DESIGN DEVELOPMENT 1" = 10'-0"B1 GRADING PLAN GENERAL SHEET NOTES - SITE LAYOUT 1 Refer to Specifications, DIVISION 01, for additional information and requirements.
2 General contractor shall notify all utility owners having underground utilities on site prior to excavation. Contractor shall contact utility locating company and locate all utilities
prior to any excavation. 3 See civil drawings for layout of underground utilities. 4 See electrical drawings for layout of underground electrical and lighting. 5 Install expansion joints
every 30' in concrete and in areas where concrete abuts curbs and other fixed objects. 6 Verify dimensions and accept conditions before proceeding with work. Report discrepancies to
landscape architect before proceeding. 7 Do not scale drawings. 8 Walks, drives, curbs, parking, and building locations to be laid out in the field by a licensed surveyor. 9 Dimensions
to curbs are to exposed faces unless otherwise noted. REVISIONS Δ DESCRIPTION DATE CONCRETE SLAB 6 X 6 X W1.4 X W1.4 MESH, FLAT SHEETS ONLY SET ON CHAIRS COMPACTED SUBBASE COMPACTED
SUBGRADE NOTES 1. SEE PLANS FOR TOOL JOINTS (TJ), EXPANSION JOINTS (EJ), LAYOUT WIDTHS, RADII AND FINISHES 2. 2" MINIMUM CONCRETE COVERAGE ON MESH AND TIES 8"5" WIDTH AS SHOWN ON PLAN
CROSS SLOPE AS SHOWN ON GRADING PLAN CONCRETE SLAB (2) 6 X 6 X W2.9 X W2.9, 2" MIN. CLR. TOP AND BOTTOM COMPACTED SUBBASE COMPACTED SUBGRADE NOTES 1. SEE PLANS FOR TOOL JOINTS (TJ),
EXPANSION JOINTS (EJ), LAYOUT WIDTHS, RADII AND FINISHES 2. 2" MINIMUM CONCRETE COVERAGE ON MESH AND TIES 1'-0"8" WIDTH AS SHOWN ON PLAN CROSS SLOPE AS SHOWN ON GRADING PLAN NOTES 1.
TOOL JOINTS EVERY 5'-0" MAX TYPICAL OR EQUALLY SPACED BETWEEN SITE FEATURES. 2. EXPANSION JOINTS ARE REQUIRED EVERY 50' AND AT FIXED FEATURES LIKE BUILDINGS, LIGHT POSTS, PADS, ETC.
3. OVERLAP MESH SHEETS 1'-0" MIN 1/2" EXPANSION JOINT (EJ) AND JOINT SEALANT 1/2" S.S. DOWEL x24" W/ PLASTIC SLEEVE AT 18" O.C. CONCRETE WALK COMPACTED SUBBASE COMPACTED SUBGRADE 1'
DEEP TOOL JOINT (TJ) W/ 1/4" RADIUS MEDIUM BROOM FINISH WIDTH AS SHOWN ON PLAN WIDTH AS SHOWN ON PLAN NOTES 1. BROOM PERPENDICULAR TO LINE OF TRAFFIC TOOLED EDGE AROUND EACH SCORE JOINT
AND EACH EXPANSION JOINT 2" SUBBASE COURSE MATERIAL, TYPE 4 SOIL STABILIZATION FABRIC SAW-CUT AND 2" DEEP MILL 12" WIDE BOTH SIDES PRIOR TO INSTALLING ASPHALT TOP COURSE TACK COAT EXISTING
PAVEMENT PAVEMENT RECONSTRUCTION OR FULL DEPTH MILLING 1'-0" SEAM SEALER MUST BE APPLIED TO ALL JOINTS GRAVEL BACKFILL PER TRENCH DETAIL NOTES: 1. PRIOR TO DEMOLITION ADJACENT ASPHALT
MUST BE SAW-CUT FULL DEPTH OF PAVEMENT 2. TACK COAT MUST BE APPLIED TO ALL HORIZONTAL AND VERTICAL SEEMS PRIOR TO PLACEMENT OF TOP-COURSE NYSDOT TYPE 7 TOP COURSE ITEM 403.198902 NYSDOT
TYPE 3 BINDER ITEM 403.138902 2" 3" 1'-0" BIKE RACK PER MANUFACTURER INSTALLATION INSTRUCTIONS CORE INTO PAVERS AND CONCRETE, FILL WITH POR-ROK OR EPOXY GROUT, SET RACK LEVEL TO GRADE
CONCRETE PAVEMENT PITCH 1:12 MAX PITCH 1:12 PLAN CONCRETE OR PAVERS WHERE SHOWN PLANTING WHERE SHOWN DROP CURB DETECTABLE WARNING PLATES ISOMETRIC VIEW PITCH 1:12 1 12 1 12 6' - 0"
TYP 6' TYP 6' TYP 8' TYP 6' TYP NOTES 1. SEE LAYOUT PLAN FOR LOCATION OF CURB PLANKS 2. GRADE CHANGES TO BE SMOOTH AND EVENLY PITCHED 3. INSTALL DETECTABLE WARNING PLATES AS PER MANUFACTURER'S
WRITTEN INSTRUCTIONS 2" SINGLE GROUND HARDWOOD BARK MULCH PLANTING MIX - TOPSOIL (1 PART), COMPOST (1 PART), SAND (1 PART) 5'-0" SPADED EDGE - TYPICAL COMPACTED PLANTING MIX BENEATH
ROOT BALL TO PREVENT SETTLING 3X ROOT BALL ROOT BALL + 6" 2"-3" SINGLE GROUND HARDWOOD BARK MULCH PLANTING MIX - TOPSOIL (1 PART), COMPOST (1 PART), SAND (1 PART) 4" TOPSOIL FOR LAWNS
SPADED EDGE - TYPICAL 1'-6" MIN COMPACTED PLANTING MIX BENEATH ROOT BALL TO PREVENT SETTLING METAL LANDSCAPE EDGING, STAKED EXTERIOR WALL & FINISH PER WALL TYPE 4" 31 23 00.B1 6" 31
05 19.A1 LAYER OF GEOTEXTILE PER MANUF RECOMMENDATIONS PAVER AS SELECTED BY ARCHITECT 1" SAND SETTING COMPACTED SUBBASE PERFORATED DRAINAGE PIPE OUT TO DAYLIGHT 6" CONCRETE BASE ADJACENT
PAVING GRANITE CURB 1/2" BATTERED FACE, 6" DOWN FROM SAWN TOP ADJACENT PAVING OR PLANTING 3000 PSI CONCRETE BACKING FULL LENGTH OF CURB, FORCE CONCRETE THROUGH BACK OF JOINTS, GROUT
FRONT AND TOP OF JOINTS FLUSH W/ 1:2 MORTOR MIX 1:3:6 DRY MIX UNIFORM PILES AT EACH END AND ON 3 FOOT CENTERS BENEATH CURB FOR FULL LENGTH OF CURB NOTES RADIUS CURBING SHALL BE USED
ON ALL RADII LESS THAN 100 FEET. 6 1/8" 1'-4 1/4" 3" 1'-3" MIN. 4" 1'-0" 2'-8" 4X4 LARCH WOOD POSTS 12" DRY PACKED CEMENT 1'-0" 1X6 LARCH WOOD 4'-0" #1 WASHED GRAVEL ELEVATION SECTION
NOTE: SEAL POST W/ ROOFING CEMENT BELOW GRADE LEAVING END GRAIN UNSEALED 5'-6" 3 1/2" 6'-6" 3 1/2" 1X3 LARCH WOOD LATCH, SEE SPEC HINGE AT INT. FACE, SEE SPEC Project # Date STREAM
Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD As indicated 6/12/2019 3:31:20
PMC:\Users\Steven\Documents\2018015 - 327 W.Seneca Street - Site_stevenPUFGL.rvt L501 SITE DETAILS 2018015 327 WEST SENECA ST. 06/18/2019 VISUM DEVELOPMENT CITY OF ITHACA, NY DESIGN
DEVELOPMENT 1" = 1'-0"A2 TYPICAL LIGHT DUTY CONCRETE WALK1" = 1'-0"B2 TYPICAL HEAVY DUTY CONCRETE WALK 1" = 1'-0"C3 TYPICAL CONCRETE JOINTS 1/2" = 1'-0" B3 TYPICAL CONCRETE BROOM FINISH
1" = 1'-0"B1 TYPICAL ASPHALT PATCH DETAIL1/2" = 1'-0"C1 BIKE RACK 1/4" = 1'-0"A1 CURB RAMP - TYPE A 1/2" = 1'-0"D2 TYPICAL TREE PLANTING 1/2" = 1'-0"D1 TYPICAL PERENNIAL PLANTING 1
1/2" = 1'-0"C2 GRAVEL MULCH AT BUILDING PERIMETER 1" = 1'-0"B6 TYPICAL PAVER DETAIL 1" = 1'-0" B4 GRANITE CURB 1/2" = 1'-0"D3 TRASH ENCLOSURE WALL GENERAL SHEET NOTES - DETAILS 1 Refer
to Specifications, DIVISION 01, for additional information and requirements. REVISIONS Δ DESCRIPTION DATE 3" / 12" 5'-5 1/2" 8'-0" 6'-7 5/8" 10'-5" 2" GAP, TYP. 2X6 2X3 5'-0" D3 L502
3'-0" 4'-0" 3'-0" 4'-0" GRAVEL BASE 1. SUBMIT PRODUCT SAMPLES AND CUTSHEETS FOR ALL FINISHES INCLUDING TRIM PROFILES. 2. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS.
GENERAL SHEET NOTES - DETAILS PAVERS GRAVEL LAWN SEE SPEC FOR BIKE LOCK ASPHALT SHINGLE ROOF OVER ICE AND WATER UNDERLAYMEMT OVER 5/8" PLYWOOD WITH METAL DRIP EDGE AT PERIMETER TO MATCH
MAIN BUILDING 4x4 LARCH POST 1X6 LARCH 1X3 LARCH Project # Date STREAM Collaborative architecture + landscape architecture dpc 123 S. Cayuga St Suite 201 Ithaca, New York 14850 ph:
607.216.8802 www.streamcolab.com A 1 2 3 4 BCD As indicated 6/12/2019 3:39:39 PMU:\2018015 - 327 W. Seneca St - Visum\06.0 DRAWINGS\REVIT\BIKE SHED.rvt L502 BIKE SHED 2018015 327 WEST
SENECA ST. 06/18/2019 VISUM DEVELOPMENT CITY OF ITHACA DESIGN DEVELOPMENT REVISIONS Δ DESCRIPTION DATE 1/2" = 1'-0"D2 EAST - ELEVATION 1/2" = 1'-0"D1 NORTH - ELEVATION 1/2" = 1'-0"C1
SOUTH - ELEVATION 1" = 1'-0"B1 FLOOR PLAN 1/2" = 1'-0"D3 EAST-SECTION 1/2" = 1'-0"C2 WEST - ELEVATION 4X4 POST @ 42" BELOW GRADE NORTH 0' 1' 6" DW DW DW DW A203D1 A202 D1 A201 D1 A203
B1 70'-6 1/2" 36'-6" D1 A302 D1 A302 UP UNIT 103UNIT 102 UNIT 104 UNIT 101 MECH. C104 BEDROOM 1 C106 BEDROOM 2 C107 CLO. C108 MECH. 102 MECH. B104 CLO. B105 BEDROOM 1 B106 BEDROOM 2
B107 LIVING/ DINING A101 BATH A105 BATH B103 BATH C103 LIVING/ DINING D101 CLO. C105 BATH D105 CLO. B108 KITCHEN D102 12'-5" 2'-4" 16'-9 1/4" 6'-7" 16'-9 1/4" 2'-4" 12'-5" 11'-8 1/2"
4'-0" 4'-3" 10'-7" 8'-2 3/4" 2'-1 1/4" 27'-6 3/4" 4'-7 1/2" 38'-4" 4'-10" 5'-3"8'-8 1/4" 3'-4"3'-4"4'-8"4'-7 1/2"5'-3 1/2"10'-0"5'-3" 20'-6 1/2" 15'-11 1/2" 21'-7" 3'-4" 5'-3" 6'-1"
4'-5" 5'-3" 3'-4" 21'-7" 5'-3" 10'-0" 5'-3" 4'-8" 3'-4" 3'-4" 4'-8" 3'-2" C101A C101B C107 C106 D101C D101B D101A D100 D104 D105 C106 C107 C108 C100 102 B100 B101AB101B B108 B107 B106
B104 B105 B106 B107 A100 A105 100 A101A A101B C104 70'-10" E3 E2 E2 E1 E2E1 P3 P3 P3 P3 P3 P3 P1 P3 P1 P1 P1 P1 P1 P1 P1 P2 P1 E1 P1 P3 P3 P1 P1 P1 P1 P1 P1 P2 P1 P3 P1 E4 E2 P1 A501
C2 A501 B2 A501 C2 SIM. OPP. HAND A501 B1 A501 D1 4'-3" 4'-4" 11'-8" B103 C103 R @ 6 1/4"18 11" TREAD TRASH TOTES A204 CLO. D104 REF. KITCHEN A102 SLEEPING A103 CLO. A104 P1 SLEEPING
D103 KITCHEN B102 LIVING/ DINING B101 LIVING/ DINING C101 KITCHEN C102 A204 D1 P1 2'-2" 36'-6" C3 A301 C3 A301 P2P2 B1 A302 B1 A302 P1 P1 C105 P3 REF. REF. REF. P1 P1 P1 E1 9'-7 3/4"
9'-7 3/4" 16'-0" STAIR ENTRY 100 STAIR 101 P1 P3 W/DW/D W/D W/D E2 A204 A204 B1 A204 C3 A204 D3 12'-10" A104 6'-9 1/2" 6'-9 1/2" 6'-9 1/2" 3'-2 1/2" WH WH RANGE RANGERANGE RANGE WH
WH D2 C2 3 3/4" DS DS DS DS DS DS DS 8'-2 3/4" OPENING 5'-0" 9'-7 3/4" 9'-7 3/4" 16'-0" 10'-7"15'-8 1/2" 16'-0" 11'-1 1/2" 2'-2" OPENING 5'-0" 3'-8" 3'-8" 3'-8" 3'-8" 2'-2" C1 A301
C1 A301 20' - 4 5/16" Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com
A 1 2 3 4 BCD 1/4" = 1'-0" 6/22/2020 10:09:16 AMC:\Users\Jacob Marnell\Documents\2018015 - 327 W.Seneca Street_jacobS4ZDL.rvt A101 FIRST FLOOR PLAN 2018015 327 W. SENECA STREET 06/10/2019
VISUM DEVELOPMENT CITY OF ITHACA, NY CONSTRUCTION SET 1/4" = 1'-0"C1 1ST FLOOR PLAN NORTH GENERAL SHEET NOTES - PLANS 1 Refer to Specifications, DIVISION 01, for additional information
and requirements. 2 Refer to wall schedules for wall and partition types, components, fire resistance, etc. 3 Exterior walls are 1-hour fire rated. See wall schedule. 4 All dimensions
are to the face of studs, masonry or concrete, unless noted otherwise. 5 Unless noted otherwise, all gypsum wall board (GWB) shall be ⅝”, Type ‘X’. 6 Provide cement backing board in
lieu of GWB at wall surfaces scheduled to receive ceramic, porcelain or stone tiles. 7 Unless noted otherwise, all partitions shall extend to underside of deck or structure above. 8
Unless noted otherwise, space control joints in GWB walls and ceilings as required by ASTM C 840. 9 Floor elevation 0.00 is equivalent to elevation FFE on Site/Civil Plans. 10 Layout
of one unit is the same as other similar units unless noted otherwise. 11 Third floor framing dimensions are identical to second floor U.N.O. BATHROOMS 1 Provide moisture and mold resistant
GWB in toilets, bathrooms, and other ‘wet’ locations. 2 “Type A” bathrooms are those that shall meet the accessibility requirements of Section 1003.11 of ICC A117.1 (Accessible and
Usable Buildings and Facilities). Provide concealed blocking as required for installation of grab bars in the future. 3 Provide concealed blocking to support towel bars, robe hooks,
toilet paper holder and similar wall-mounted accessories. KITCHENS 1 Submit shop drawings showing casework and appliances, prior to ordering. 2 Adjust placement of appliances to permit
complete and unobstructed opening of doors. 3 For appliances with reversible doors, coordinate swing direction with Architect prior to installation. OPENINGS 1 Refer to door and window
schedules for types, sizes, fire resistance and additional information. 2 Doors are centered on rooms, or 6" from wall on hinge side, unless noted otherwise. 3 Provide access doors
as required to reach MEP items requiring maintenance or adjustment. Coordinate type and size with MEP trades. 4 Provide double studs at all door jambs. 5 Provide (2) 2x6 headers (or
steel stud equivalent) over windows and single door openings, unless noted otherwise. 6 Provide concealed blocking behind door wall stops, and install stops as soon as practical, to
prevent damage to walls. STAIRS AND RAILINGS 1 Unless noted otherwise, stair treads shall be ≥11”and stair risers ≤7”. Provide nosings as shown on drawings (or, if not shown, as required
by IBC Chapter 10). 2 Handrails, guardrails and grab bars shall resist loads described in IBC Section 1607.8. REVISIONS Δ DESCRIPTION DATE 1 REVISION 1 06/22/20 DW DW DW DW A203D1 A202
D1 A201 D1 A203 B1 C1 A301 C1 A301 D1 A302 D1 A302 UP LIVING/ DINING C201 BEDROOM 1 C205 BEDROOM 2 C206 CLO. C207 BATH C208 KITCHEN D201 BATH D202 CLO. D204 BATH B208 BEDROOM 1 B205
BEDROOM 2 B206 CLO. B207 CLO. B204 MECH/ LDRY A203 BATH A202CLO. A204 ALL, U.N.O VARIES UNIT 203UNIT 202 UNIT 204 UNIT 201 C206 C205 C207 C204 D202 B206 B205 B207 B204 A202 C208 B208
D200 C200 B200 C203 D204 A204 B206A B205 A205B A205A C206 C205 D205C D205A D205B B201A B201C B201B C201A C201C C201BB206B D205DA205C A203 D203 201 200 11'-5 1/2"15'-11 1/4"7'-10 3/4"
12'-5" 2'-4" 14'-5" 5'-5" 5 1/2" 5'-5" 14'-5" 2'-4" 12'-5" 16'-0"9'-7 3/4"9'-7 3/4" 3'-3" 5'-7" 2'-9" 7'-7 1/4" 8'-1" 10'-2" 3'-4" 3'-4" 21'-0" 3'-4" 3'-4" 18'-3" 3'-4"3'-4"9'-4"5'-3"10'-0"5'-3"
4'-8"3'-4"3'-4"4'-8"5'-3"10'-0"5'-3" 9'-10" 13'-4 1/2" 6'-8" 11'-3" 5'-11" 13'-7 1/2" 9'-10" E2 E2 E2 E2 E2 P3 P3 P3 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P2 P1
E2 P2 P2 R @ 6 1/4"18 11" TREAD MECH/ LDRY D203 LIVING/ SLEEPING D205 A200 P3 LIVING/ SLEEPING A205 P1 LIVING/ DINING B201 KITCHEN B202 KITCHEN C202 REF. REF.REF. REF. A204 C1 C3 A301
C3 A301 B1 A302 B1 A302 70'-10" 36'-6" 16'-0"20'-6" P1 P3P3 P1 P1 9'-7 3/4" 9'-7 3/4" 16'-0" KITCHEN A201 CLO. B203 CLO. C203 CLO. C204 W/DW/D B203 A203 D203 W/D W/D A204B2 WH WHWH
WH 3'-8"3'-8" RANGE RANGERANGE RANGE 5'-7"3'-3" P1 ELEC. PANEL 4" 5'-3" A204 3'-8" 3'-8" 7'-7 1/4" 2'-9" 6'-3" 4'-1 1/4" 4'-1 1/4" 6'-3" DS DS DS DS DS DS DS 15'-5" 3'-2 1/2" 3'-0"
5'-6" 3'-0" 5'-6" 3'-0" 5'-6" 2' - 0 3/4" A2 2' - 6" Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802
www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 6/22/2020 10:09:18 AMC:\Users\Jacob Marnell\Documents\2018015 - 327 W.Seneca Street_jacobS4ZDL.rvt A102 SECOND FLOOR PLAN 2018015 327
W. SENECA STREET 06/10/2019 VISUM DEVELOPMENT CITY OF ITHACA, NY CONSTRUCTION SET 1/4" = 1'-0"C1 FLOOR PLAN - 2ND FLOOR NORTH GENERAL SHEET NOTES - PLANS 1 Refer to Specifications,
DIVISION 01, for additional information and requirements. 2 Refer to wall schedules for wall and partition types, components, fire resistance, etc. 3 Exterior walls are 1-hour fire
rated. See wall schedule. 4 All dimensions are to the face of studs, masonry or concrete, unless noted otherwise. 5 Unless noted otherwise, all gypsum wall board (GWB) shall be ⅝”,
Type ‘X’. 6 Provide cement backing board in lieu of GWB at wall surfaces scheduled to receive ceramic, porcelain or stone tiles. 7 Unless noted otherwise, all partitions shall extend
to underside of deck or structure above. 8 Unless noted otherwise, space control joints in GWB walls and ceilings as required by ASTM C 840. 9 Floor elevation 0.00 is equivalent to
elevation FFE on Site/Civil Plans. 10 Layout of one unit is the same as other similar units unless noted otherwise. 11 Third floor framing dimensions are identical to second floor U.N.O.
BATHROOMS 1 Provide moisture and mold resistant GWB in toilets, bathrooms, and other ‘wet’ locations. 2 “Type A” bathrooms are those that shall meet the accessibility requirements of
Section 1003.11 of ICC A117.1 (Accessible and Usable Buildings and Facilities). Provide concealed blocking as required for installation of grab bars in the future. 3 Provide concealed
blocking to support towel bars, robe hooks, toilet paper holder and similar wall-mounted accessories. KITCHENS 1 Submit shop drawings showing casework and appliances, prior to ordering.
2 Adjust placement of appliances to permit complete and unobstructed opening of doors. 3 For appliances with reversible doors, coordinate swing direction with Architect prior to installation.
OPENINGS 1 Refer to door and window schedules for types, sizes, fire resistance and additional information. 2 Doors are centered on rooms, or 6" from wall on hinge side, unless noted
otherwise. 3 Provide access doors as required to reach MEP items requiring maintenance or adjustment. Coordinate type and size with MEP trades. 4 Provide double studs at all door jambs.
5 Provide (2) 2x6 headers (or steel stud equivalent) over windows and single door openings, unless noted otherwise. 6 Provide concealed blocking behind door wall stops, and install
stops as soon as practical, to prevent damage to walls. STAIRS AND RAILINGS 1 Unless noted otherwise, stair treads shall be ≥11”and stair risers ≤7”. Provide nosings as shown on drawings
(or, if not shown, as required by IBC Chapter 10). 2 Handrails, guardrails and grab bars shall resist loads described in IBC Section 1607.8. REVISIONS Δ DESCRIPTION DATE DWDW DWDW A203D1
A202 D1 A201 D1 A203 B1 C1 A301 C1 A301 D1 A302 D1 A302 DN UNIT 303UNIT 302 UNIT 304 UNIT 301 LIVING/ DINING C301 KITCHEN C302 BEDROOM 2 C306 CLO. C307 BEDROOM 1 C305 CLO. C304 CLO.
D303 BATH D302 CLO. C303 CLO. B304 KITCHEN B302 BATH B308 BATH C308 CLO. B303 CLO. B307 BEDROOM 2 B306 BEDROOM 1 B305 LIVING/ SLEEPING A305 CLO. A304 BATH A302 BEDROOMS BEDS C306 C305
C307 C304 D302 B306 B305 B307 B304 A302 C308 B308 D300 C300 B300 A300 B306A B305 A305B A305A C306 C305 D305B D305D D305C B301A B301C B301B C301A C301C C301BB306B D305AA305C A302 D302
301 300 D303 A304 E2 E2 E2 E2 E2 P3 P3 P3 P3 P1 P1 P1 P1 P1 P1 P2 P1 P3 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P2 E2 KITCHEN D301 P3 P3 P1P1 C3 A301 C3 A301 B1 A302 B1 A302 REF.REF.
REF.REF. LIVING/ DINING B301 P1 P1 P1 P1 P1 P1 P3 P1 P1 KITCHEN A301 MECH./ LDRY A303 LIVING/ SLEEPING D305 A303 B303 C303 D304 MECH./ LDRY D304 WHWH WHWH W/D W/D W/DW/D P1 DS DS DS
DS DS DS DS ATTIC ACCESS ATTIC ACCESS D3 A302 D3 A302 B3 A302 B3 A302 Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New
York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 6/22/2020 10:09:20 AMC:\Users\Jacob Marnell\Documents\2018015 - 327 W.Seneca Street_jacobS4ZDL.rvt A103 THIRD
FLOOR PLAN 2018015 327 W. SENECA STREET 06/10/2019 VISUM DEVELOPMENT CITY OF ITHACA, NY CONSTRUCTION SET 1/4" = 1'-0"C1 FLOOR PLAN - 3RD FLOOR GENERAL SHEET NOTES - PLANS 1 Refer to
Specifications, DIVISION 01, for additional information and requirements. 2 Refer to wall schedules for wall and partition types, components, fire resistance, etc. 3 Exterior walls
are 1-hour fire rated. See wall schedule. 4 All dimensions are to the face of studs, masonry or concrete, unless noted otherwise. 5 Unless noted otherwise, all gypsum wall board (GWB)
shall be ⅝”, Type ‘X’. 6 Provide cement backing board in lieu of GWB at wall surfaces scheduled to receive ceramic, porcelain or stone tiles. 7 Unless noted otherwise, all partitions
shall extend to underside of deck or structure above. 8 Unless noted otherwise, space control joints in GWB walls and ceilings as required by ASTM C 840. 9 Floor elevation 0.00 is equivalent
to elevation FFE on Site/Civil Plans. 10 Layout of one unit is the same as other similar units unless noted otherwise. 11 Third floor framing dimensions are identical to second floor
U.N.O. BATHROOMS 1 Provide moisture and mold resistant GWB in toilets, bathrooms, and other ‘wet’ locations. 2 “Type A” bathrooms are those that shall meet the accessibility requirements
of Section 1003.11 of ICC A117.1 (Accessible and Usable Buildings and Facilities). Provide concealed blocking as required for installation of grab bars in the future. 3 Provide concealed
blocking to support towel bars, robe hooks, toilet paper holder and similar wall-mounted accessories. KITCHENS 1 Submit shop drawings showing casework and appliances, prior to ordering.
2 Adjust placement of appliances to permit complete and unobstructed opening of doors. 3 For appliances with reversible doors, coordinate swing direction with Architect prior to installation.
OPENINGS 1 Refer to door and window schedules for types, sizes, fire resistance and additional information. 2 Doors are centered on rooms, or 6" from wall on hinge side, unless noted
otherwise. 3 Provide access doors as required to reach MEP items requiring maintenance or adjustment. Coordinate type and size with MEP trades. 4 Provide double studs at all door jambs.
5 Provide (2) 2x6 headers (or steel stud equivalent) over windows and single door openings, unless noted otherwise. 6 Provide concealed blocking behind door wall stops, and install
stops as soon as practical, to prevent damage to walls. STAIRS AND RAILINGS 1 Unless noted otherwise, stair treads shall be ≥11”and stair risers ≤7”. Provide nosings as shown on drawings
(or, if not shown, as required by IBC Chapter 10). 2 Handrails, guardrails and grab bars shall resist loads described in IBC Section 1607.8. NORTH REVISIONS Δ DESCRIPTION DATE D1 A302
D1 A302 6" / 12" 6" / 12" 6" / 12" 6" / 12" B1 A302 B1 A302 RIDGE VENT TYP. 2'-0" ICE + WATER SHIELD, TYP. ENTIRE ROOF PERIMETER LINE OF BUILDING BELOW RIDGE VENT GUTTER GUTTER D3 A302
D3 A302 B3 A302 B3 A302 Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com
A 1 2 3 4 BCD 1/4" = 1'-0" 6/22/2020 10:09:21 AMC:\Users\Jacob Marnell\Documents\2018015 - 327 W.Seneca Street_jacobS4ZDL.rvt A104 ROOF PLAN 2018015 327 W. SENECA STREET 06/10/2019
VISUM DEVELOPMENT CITY OF ITHACA, NY CONSTRUCTION SET 1/4" = 1'-0"C1 ROOF PLAN GENERAL SHEET NOTES - ROOFING 1 Refer to Specifications, DIVISION 01, for additional information and requirements.
2 Review MEP drawings to determine exact quantity, type and location of roof penetrations. NORTH REVISIONS Δ DESCRIPTION DATE GFI @ 42 GFI @ 42 GFI @ 42 220 GFI @ 42GFI @ 42 220 GFI
@ 42 GFI GFI @ 42 GFI 220 GFI @ 42GFI @ 42 GFI @ 42 220 GFI @ 42 GFI @ 42220 GFI @ 42 GFI GFI @ 42 GFI 220 220 220 GFI GFI GFI GFI BEDROOM 2 B107 BEDROOM 1 B106 LIVING/ DINING A101
BATH A105 BEDROOM 2 C107 BEDROOM 1 C106 KITCHEN D102 LIVING/ DINING D101 BATH D105 BATH C103 BATH B103 MECH. STAIR ENTRY LIVING/ DINING B101 LIVING/ DINING C101 KITCHEN C102 KITCHEN
B102 KITCHEN A102 SLEEPING A103 SLEEPING D103 STAIR 101 B A BB B B B B B B B B A A A AAAAAA B DD D D A A A A AA A E CC CC E A F F F F F F FFFFF ALL STAIR ENTRY, STAIR, AND CORRIDOR
LIGHTING TO REMAIN ON AT ALL TIMES AND CIRCUITED TO EMERGENCY PANELBOARD IN MECH.RM. CLO. B108 CLO. B105 MECH. B104 CLO. D104 CLO. A104 CLO. C105 MECH. C104 CLO. C108 BIKE SHED FFF
8' BASEBOARD TYP. 4' BASEBOARD TYP. 5'-10" 5'-9 1/4" ELEC. PANEL 6'-8" T.O. WALL OPENING WALL HEATER TIME CLOCK FOR EXTERIOR LIGHTS, CIRCUIT TO EMERGENCY PANELBOARD. WALL HEATER WALL
HEATER WALL HEATER ELEC. PANEL ELEC. PANEL ELEC. PANEL Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph:
607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 6/22/2020 10:09:22 AMC:\Users\Jacob Marnell\Documents\2018015 - 327 W.Seneca Street_jacobS4ZDL.rvt A105 FIRST FLOOR ELECTRIC
PLAN 2018015 327 W. SENECA STREET 06/10/2019 VISUM DEVELOPMENT CITY OF ITHACA, NY CONSTRUCTION SET 1/4" = 1'-0"C1 RCP - 1ST FLOOR GENERAL SHEET NOTES - RCP/ Electrical 1 Refer to Specifications,
DIVISION 01, for additional information and requirements. 2 Submit shop drawings showing layout of fire alarm/ detector/ sprinkler system (Delegated Design) prior to start of construction.
3 Coordinate location of sprinkler heads, light fixtures, HVAC grilles and similar items with MEP drawings. 4 Provide access doors as required to reach MEP items requiring maintenance
or adjustment. Coordinate type and size with MEP trades. 5 Unless noted otherwise, light fixtures shall be centered in the room or area they serve. If more than one, they shall be installed
symmetrically, as shown or implied on drawings. 6 Security system devices and wiring is Delegated Design by security subcontractor. 7 Data or wirelessaccess point devices and wiring
is Delegated Design by elec. subcontractor or service provider. 8 Any notes on the C/D units apply to A/B side as well. 9 At first floor bathrooms and bedrooms, provide all necessary
wiring and accessoris for future installation of emergency strobes and signals required for ADA compliance. LIGHTING FIXTURE SCHEDULE Type Manufacturer Model FINISH A Amax led-sm7dl/nkl
White AUX-LED Cooper Lighting AUX Series B Lithonia fmlrl-11-148-35 White C Style Selections vbl10lbnk White D Panasonic fv-11vqcl6 White E Cooper Lighting 23DW White EM Cooper Industries,
Inc. Model F RAB Lighting VXBRLED13DG Black REVISIONS Δ DESCRIPTION DATE 220 220 GFI @ 42 GFI @ 42 GFI @ 42 GFI220 220 GFI GFI GFI @ 42 GFI @ 42 GFI @ 42 220 GFI GFI GFI @ 42 220 GFI
@ 42GFI @ 42 GFI @ 42 220 GFI @ 42GFI @ 42GFI @ 42 GFI @ 42 GFI @ 42 GFI @ 42 GFI @ 42 GFI @ 42 220 BEDROOM 2 B206 CLO. B207 BEDROOM 1 B205 CLO. B204 KITCHEN B202 CLO. C203 BATH B208
BATH C208 LIVING/ DINING C201 KITCHEN D201 KITCHEN C202 BEDROOM 1 C205 BEDROOM 2 C206 CLO. C207 CLO. D204 BATH D202 ALL, U.N.O BATH A202 MECH/ LDRY A203 CLO. A204 LIVING/ DINING B201
LIVING/ SLEEPING D205 LIVING/ SLEEPING A205 CLO. B203 CLO. C204 BB B B B B B B B B BB D E AAA A A A A A A AA AA AA A A A A C C DD C C D A A KITCHEN A201 ALL STAIR ENTRY,STAIR,AND CORRIDOR
LIGHTING TO REMAIN ON AT ALL TIMES AND CIRCUITED TO EMERGENCY PANELBOARD ,EM ,EM ,EM ,EM EXIT SIGN MECH/ LDRY D203 8' BASEBOARD TYP. 4' BASEBOARD TYP. WALL HEATER EXIT SIGN ELEC. PANEL
ELEC. PANEL E,EM ELEC. PANEL WALL HEATER WALL HEATER Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802
www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 6/22/2020 10:09:23 AMC:\Users\Jacob Marnell\Documents\2018015 - 327 W.Seneca Street_jacobS4ZDL.rvt A106 SECOND FLOOR ELECTRIC PLAN 2018015
327 W. SENECA STREET 06/10/2019 VISUM DEVELOPMENT CITY OF ITHACA, NY CONSTRUCTION SET 1/4" = 1'-0"C1 RCP - 2ND FLOOR GENERAL SHEET NOTES - RCP/ Electrical 1 Refer to Specifications,
DIVISION 01, for additional information and requirements. 2 Submit shop drawings showing layout of fire alarm/ detector/ sprinkler system (Delegated Design) prior to start of construction.
3 Coordinate location of sprinkler heads, light fixtures, HVAC grilles and similar items with MEP drawings. 4 Provide access doors as required to reach MEP items requiring maintenance
or adjustment. Coordinate type and size with MEP trades. 5 Unless noted otherwise, light fixtures shall be centered in the room or area they serve. If more than one, they shall be installed
symmetrically, as shown or implied on drawings. 6 Security system devices and wiring is Delegated Design by security subcontractor. 7 Data or wirelessaccess point devices and wiring
is Delegated Design by elec. subcontractor or service provider. 8 Any notes on the C/D units apply to A/B side as well. 9 At first floor bathrooms and bedrooms, provide all necessary
wiring and accessoris for future installation of emergency strobes and signals required for ADA compliance. LIGHTING FIXTURE SCHEDULE Type Manufacturer Model FINISH A Amax led-sm7dl/nkl
White AUX-LED Cooper Lighting AUX Series B Lithonia fmlrl-11-148-35 White C Style Selections vbl10lbnk White D Panasonic fv-11vqcl6 White E Cooper Lighting 23DW White EM Cooper Industries,
Inc. Model F RAB Lighting VXBRLED13DG Black REVISIONS Δ DESCRIPTION DATE GFI GFI 220 220 GFI GFI @ 42 GFI @ 42 GFI @ 42 GFI GFI @ 42 GFI @ 42GFI @ 42 220 220 220 GFI @ 42 GFI @ 42 GFI
@ 42 GFI @ 42 GFIGFI @ 42GFI @ 42GFI @ 42 GFIGFI @ 42GFI @ 42GFI @ 42 220 220 220 GFI GFI PROVIDE DRAFTSTOPPING IN ATTIC TO UNDERSIDE OF ROOF DECK. PROVIDE A 48" X 48" OPENING, COVERED
WITH A REMOVABLE PANEL, TO ALLOW ENTRY INTO SOUTH HALF OF ATTIC LIVING/ SLEEPING A305 CLO. A304 BATH A302 CLO. B303 BEDROOMS BATH D302 CLO. D303 MECH./ LDRY D304 CLO. C303 LIVING/ DINING
C301 KITCHEN B302 KITCHEN C302 CLO. C304 BEDROOM 1 C305 BEDROOM 2 C306 CLO. C307 BATH C308 BATH B308CLO. B307 BEDROOM 2 B306 BEDROOM 1 B305 CLO. B304 LIVING/ SLEEPING D305 KITCHEN D301
KITCHEN A301 MECH./ LDRY A303 B B B B B BB B B B B B DD AA A AA A A A AAA A A A A A A A E E C C C C A A A D D 24" x 36" ATTIC HATCH LIVING/ DINING B301 ALL STAIR ENTRY, STAIR, AND CORRIDOR
LIGHTING TO REMAIN ON AT ALL TIMES AND CIRCUITED TO EMERGENCY PANELBOARD ,EM ,EM ,EM , EM ,EM WALL HEATER 8' BASEBOARD TYP. 4' BASEBOARD TYP. ELEC. PANEL EXIT SIGN WALL HEATER WALL
HEATER WALL HEATER ELEC. PANEL ELEC. PANEL Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802
www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 6/22/2020 10:09:25 AMC:\Users\Jacob Marnell\Documents\2018015 - 327 W.Seneca Street_jacobS4ZDL.rvt A107 THIRD FLOOR ELECTRIC PLAN 2018015
327 W. SENECA STREET 06/10/2019 VISUM DEVELOPMENT CITY OF ITHACA, NY CONSTRUCTION SET 1/4" = 1'-0"C1 RCP - 3RD FLOOR GENERAL SHEET NOTES - RCP/ Electrical 1 Refer to Specifications,
DIVISION 01, for additional information and requirements. 2 Submit shop drawings showing layout of fire alarm/ detector/ sprinkler system (Delegated Design) prior to start of construction.
3 Coordinate location of sprinkler heads, light fixtures, HVAC grilles and similar items with MEP drawings. 4 Provide access doors as required to reach MEP items requiring maintenance
or adjustment. Coordinate type and size with MEP trades. 5 Unless noted otherwise, light fixtures shall be centered in the room or area they serve. If more than one, they shall be installed
symmetrically, as shown or implied on drawings. 6 Security system devices and wiring is Delegated Design by security subcontractor. 7 Data or wirelessaccess point devices and wiring
is Delegated Design by elec. subcontractor or service provider. 8 Any notes on the C/D units apply to A/B side as well. 9 At first floor bathrooms and bedrooms, provide all necessary
wiring and accessoris for future installation of emergency strobes and signals required for ADA compliance. LIGHTING FIXTURE SCHEDULE Type Manufacturer Model FINISH A Amax led-sm7dl/nkl
White AUX-LED Cooper Lighting AUX Series B Lithonia fmlrl-11-148-35 White C Style Selections vbl10lbnk White D Panasonic fv-11vqcl6 White E Cooper Lighting 23DW White EM Cooper Industries,
Inc. Model F RAB Lighting VXBRLED13DG Black REVISIONS Δ DESCRIPTION DATE 1ST SUB FLOOR 396.62' 2ND FLOOR SUB FLOOR 406.04' 3RD FLOOR SUB FLOOR 415.45' TOP OF 3RD STORY TOP PLATE 423.87'
MAIL BOXES,SEE SPEC. SEE DETAIL D3/L501 METAL CANOPY, SEE SPEC. EXTERIOR LIGHT, SEE ELECTRICAL PLAN (CENTER BETWEEN BATTENS) BOARD AND BATTEN SIDING 1X8 TRIM DOUBLE HUNG WINDOW MODIFIED
VENEER STUCCO ROUND RAIN LEADER ASPHALT SHINGLES MODIFIED VENEER STUCCOWOOD RAILING 8'-5" 9'-5" 9'-5" D3 A302 D3 A302 B3 A302 B3 A302 Project # Date STREAM Collaborative architecture
+ landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 6/22/2020 10:09:41 AMC:\Users\Jacob Marnell\Documents\201801
5 - 327 W.Seneca Street_jacobS4ZDL.rvt A201 ELEVATION - WEST 2018015 327 W. SENECA STREET 06/10/2019 VISUM DEVELOPMENT CITY OF ITHACA, NY CONSTRUCTION SET 1/4" = 1'-0"D1 ELEVATION -
WEST GENERAL SHEET NOTES - ELEVATIONS 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 Coordinate exterior elevation work with floor plans, window
schedule and door schedule. 3 See schedules for head heights - coordinate adjacent window and door rough openings to ensure alignment of head casings. 4 Coordinate location of safety
glazing with Architect, prior to ordering doors or windows. 5 Coordinate quantity, location and type of Window Operation Control Devices (WOCD) with Architect, prior to ordering windows.
6 Coordinate exterior elevation work with MEP drawings. Unless noted otherwise, center light fixtures, louvers and similar items on door and window openings. Consult Architect prior
to roughing in. REVISIONS Δ DESCRIPTION DATE 1ST SUB FLOOR 396.62' 2ND FLOOR SUB FLOOR 406.04' 3RD FLOOR SUB FLOOR 415.45' TOP OF 3RD STORY TOP PLATE 423.87' DOWNSPOUTFIRE SHUTTERFIRE
SHUTTER A502 D3 C2 A502 B2 A502 A1 A502 D2 A502 D1 A502 B2 A502 9' - 5"9' - 5"8' - 5" D3 A302 D3 A302 B3 A302 B3 A302 Project # Date STREAM Collaborative architecture + landscape architecture
dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 6/22/2020 10:10:03 AMC:\Users\Jacob Marnell\Documents\2018015 - 327
W.Seneca Street_jacobS4ZDL.rvt A202 ELEVATION - EAST 2018015 327 W. SENECA STREET 06/10/2019 VISUM DEVELOPMENT CITY OF ITHACA, NY CONSTRUCTION SET 1/4" = 1'-0"D1 ELEVATION - EAST GENERAL
SHEET NOTES - ELEVATIONS 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 Coordinate exterior elevation work with floor plans, window schedule
and door schedule. 3 See schedules for head heights - coordinate adjacent window and door rough openings to ensure alignment of head casings. 4 Coordinate location of safety glazing
with Architect, prior to ordering doors or windows. 5 Coordinate quantity, location and type of Window Operation Control Devices (WOCD) with Architect, prior to ordering windows. 6
Coordinate exterior elevation work with MEP drawings. Unless noted otherwise, center light fixtures, louvers and similar items on door and window openings. Consult Architect prior to
roughing in. REVISIONS Δ DESCRIPTION DATE 1ST SUB FLOOR 396.62' 2ND FLOOR SUB FLOOR 406.04' 3RD FLOOR SUB FLOOR 415.45' TOP OF 3RD STORY TOP PLATE 423.87' 1ST SUB FLOOR 396.62' 2ND
FLOOR SUB FLOOR 406.04' 3RD FLOOR SUB FLOOR 415.45' TOP OF 3RD STORY TOP PLATE 423.87' 8'-5" 9'-5" 9'-5" Project # Date STREAM Collaborative architecture + landscape architecture dpc
108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 6/22/2020 10:10:29 AMC:\Users\Jacob Marnell\Documents\2018015 - 327 W.Seneca
Street_jacobS4ZDL.rvt A203 ELEVATIONSNORTH/ SOUTH 2018015 327 W. SENECA STREET 06/10/2019 VISUM DEVELOPMENT CITY OF ITHACA, NY CONSTRUCTION SET 1/4" = 1'-0"B1 ELEVATION - NORTH GENERAL
SHEET NOTES - ELEVATIONS 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 Coordinate exterior elevation work with floor plans, window schedule
and door schedule. 3 See schedules for head heights - coordinate adjacent window and door rough openings to ensure alignment of head casings. 4 Coordinate location of safety glazing
with Architect, prior to ordering doors or windows. 5 Coordinate quantity, location and type of Window Operation Control Devices (WOCD) with Architect, prior to ordering windows. 6
Coordinate exterior elevation work with MEP drawings. Unless noted otherwise, center light fixtures, louvers and similar items on door and window openings. Consult Architect prior to
roughing in. 1/4" = 1'-0"D1 ELEVATION - SOUTH REVISIONS Δ DESCRIPTION DATE REF. RANGE MIC DW 12 34.5 2415 34.5 24 15 30 12 15 12 1215 12 12 15 12 12 15 12 12 12 30 12 15 24 12 15 24
12 12 30 12 12 30 12 30 34.5 24 15 12 12 15 12 12 12 30 12 12 30 12 15 24 12 15 24 12 15 12 12 15 12 12 21 30 12 DW 30 34.5 24 21 34.5 24 REF. RANGE MIC 12 30 12 12 30 12 15 24 1215
24 12 15 30 12 15 12 1215 12 12 18 30 12 15 12 1215 12 12 DW 30 34.5 24 15 34.5 2418 34.5 24 REF. RANGE MIC 72" 15" 15" 28" A204 W/D P3 P1 P3 P3 P2 1'-3" 2' - 6" 2'-6" 4'-0" D2 BATH
C103 PROVIDE BLOCKING FOR FUTURE GRAB BARS, TYP. (GRAB BARS N.I.C) A204 P3 P2 P1 E1 E1 1'-3" 1'-3" 2' - 6" 2'-6" 4'-0" BATH A105 C2 5'-0 1/2" 10'-7 1/2" 72" MIN 8" MIN 11" MAX 6" MIN
9" 27" MIN 34" MAX LAVATORY OR VANITY SINK COUNTER WHERE OCCURS MIN 15" LAV AS SPECIFIED 6" 12" MAXMIN 42" 59" MIN CLR 1.5" DIA GRAB BAR W/ 1.5" GAP FROM WALL 33" - 36" 1'-5" - 1'-7"
16"-18" WATER CLOSET SIDE WALL WATER CLOSET BACK WALL MIN 18"3 9"-41" MIN. 24" PROVIDE BLOCKING FOR FUTURE GRAB BARS Project # Date STREAM Collaborative architecture + landscape architecture
dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/2" = 1'-0" 6/22/2020 10:10:32 AM C :\Users\Jacob Marnell\Documents\2018015 - 327
W.Seneca Street_jacobS4ZDL.rvt A204 ENLARGED PLANS AND INTERIOR ELEVS 2018015 327 W. SENECA STREET 06/10/2019 VISUM DEVELOPMENT CITY OF ITHACA, NY CONSTRUCTION SET 1/2" = 1'-0"C1 KITCHEN-
C202/ C302 (A202/ A203/ D202/ D203 SIM. B202/ B302 OPP. HAND) 1/2" = 1'-0"D1 KITCHEN- A102 (D102 OPP. HAND) GENERAL SHEET NOTES - INTERIORS 1 Refer to Specifications, DIVISION 01, for
additional information and requirements. 2 3 1/2" = 1'-0"B1 KITCHEN- C102 (B102 OPP. HAND) 1/2" = 1'-0"B2 INT. ELEVATION-BATHROOM C208/ C308 (B208/ C208 OPP. HAND) 1/2" = 1'-0"D3 FLOOR
PLAN - ADA BATHROOM C103 1/2" = 1'-0"C3 FLOOR PLAN - ADA BATHROOM A105 1/2" = 1'-0"D2 INT.ELEVATION - ADA BATHROOM C103 (B103 OPP. HAND) 1/2" = 1'-0"C2 INT. ELEVATION- ADA BATHROOM
A105 (D105 OPP. HAND) 1/2" = 1'-0"B3 TYPICAL PLUMBING FIXTURES AND ACCESSORIES 1/2" = 1'-0"A2 INT. ELEVATION BATHROOM D202 (A202 OPP. HAND) REVISIONS Δ DESCRIPTION DATE 1ST SUB FLOOR
396.62' TOP OF 1ST STORY PLATE 405.00' 2ND FLOOR SUB FLOOR 406.04' 3RD FLOOR SUB FLOOR 415.45' TOP OF 3RD STORY TOP PLATE 423.87' TOP OF 2ND STORY PLATE 414.43' LIVING/ SLEEPING A305
LIVING/ SLEEPING A205 LIVING/ DINING A101 BATH A105 BATH A202 BATH A302 ALL, U.N.O BEDROOMS STAIR ENTRY BATH D302 BATH D202 BATH D105 LIVING/ SLEEPING D205 LIVING/ DINING D101 8'-5"
1'-0 1/4" 8'-4 3/4" 1'-0 1/2" 8'-4 1/2" A502 B2 A502 B1 A502 D2 A501 C1 A501 D2 A501 A1 A401 C1 A401 D1 LIVING/ SLEEPING D305 DRAFTSTOPPING IN ATTIC 3'-6" 8'-5"9 '-5"9 '-5" 11-7/8"
I-JOISTS W/ 3/4" SHEATHING 1ST SUB FLOOR 396.62' TOP OF 1ST STORY PLATE 405.00' 2ND FLOOR SUB FLOOR 406.04' 3RD FLOOR SUB FLOOR 415.45' TOP OF 3RD STORY TOP PLATE 423.87' TOP OF 2ND
STORY PLATE 414.43' BEDROOM 2 C306 BEDROOM 2 C206 BEDROOM 2 C107 LIVING/ DINING C101 LIVING/ DINING C201 LIVING/ DINING C301 BATH C308 BATH C208 BATH B208 BATH B308 MECH. 102 LIVING/
DINING B101 LIVING/ DINING B201 LIVING/ DINING B301 BEDROOM 2 B306 BEDROOM 2 B206 BEDROOM 2 B107 DRAFTSTOPPING IN ATTIC A501 B3 11-7/8" I-JOISTS W/ 3/4" SHEATHING Project # Date STREAM
Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1/4" = 1'-0" 6/22/2020 10:10:35
AM C :\Users\Jacob Marnell\Documents\2018015 - 327 W.Seneca Street_jacobS4ZDL.rvt A301 SECTIONS 2018015 327 W. SENECA STREET 06/10/2019 VISUM DEVELOPMENT CITY OF ITHACA, NY CONSTRUCTION
SET 1/4" = 1'-0"C1 BUILDING SECTION 2 GENERAL SHEET NOTES - SECTIONS 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 Notes on one drawing, section
or detail apply to all similar drawings, sections or details. 3 Floor elevation 0.00 is equivalent to elevation FFE on Site/Civil Plans. 1/4" = 1'-0"C3 BUILDING SECTION 1 REVISIONS
Δ DESCRIPTION DATE 1ST SUB FLOOR 396.62' TOP OF 1ST STORY PLATE 405.00' 2ND FLOOR SUB FLOOR 406.04' 3RD FLOOR SUB FLOOR 415.45' TOP OF 3RD STORY TOP PLATE 423.87' TOP OF 2ND STORY PLATE
414.43' BATH B308 BATH B208 LIVING/ DINING B101 KITCHEN B102 BATH B103 STAIR ENTRY 100 ALL, U.N.O VARIES LIVING/ DINING B201 LIVING/ DINING B301 BEDROOMS BEDS A502 B3 TRUSS AND FLOOR
FRAMING IS DELEGATED DESIGN BY FRAMING CONTRACTOR, TO BE REVIEWED BY STRUCTURAL ENGINEER PRIOR TO FABRICATION/CONSTRUCTION A501 A1 PROVIDE 48" BY 48" OPENING (TO BE CLOSED WITH PLYWOOD
PANEL) TO ALLOW ACCESS TO OTHER SIDE OF ATTIC 11-7/8" I-JOISTS W/ 3/4" SHEATHING 1ST SUB FLOOR 396.62' TOP OF 1ST STORY PLATE 405.00' 2ND FLOOR SUB FLOOR 406.04' 3RD FLOOR SUB FLOOR
415.45' TOP OF 3RD STORY TOP PLATE 423.87' TOP OF 2ND STORY PLATE 414.43' BEDROOM 2 B306 BEDROOM 2 B206 BEDROOM 2 B107 BEDROOM 1 B106 BEDROOM 1 B205 BEDROOM 1 B305 LIVING/ SLEEPING
A305 LIVING/ SLEEPING A205 LIVING/ DINING A101 KITCHEN A102 11-7/8" I-JOISTS W/ 3/4" SHEATHING 36' - 6" 1' - 4" 1' - 4" 1' - 4" 6" / 12" 6" / 12" 1' - 4" 20' - 4 3/8" 1' - 4" 1' - 4"
6" / 12" 6" / 12" Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1
2 3 4 BCD 1/4" = 1'-0" 6/22/2020 10:10:36 AM C :\Users\Jacob Marnell\Documents\2018015 - 327 W.Seneca Street_jacobS4ZDL.rvt A302 SECTIONS 2018015 327 W. SENECA STREET 06/10/2019 VISUM
DEVELOPMENT CITY OF ITHACA, NY CONSTRUCTION SET 1/4" = 1'-0"D1 BUILDING SECTION 3 GENERAL SHEET NOTES - SECTIONS 1 Refer to Specifications, DIVISION 01, for additional information and
requirements. 2 Notes on one drawing, section or detail apply to all similar drawings, sections or details. 3 Floor elevation 0.00 is equivalent to elevation FFE on Site/Civil Plans.
1/4" = 1'-0"B1 BUILDING SECTION 4 ATTIC HATCH REVISIONS Δ DESCRIPTION DATE 1/4" = 1'-0"D3 TRUSS 01 1/4" = 1'-0"B3 TRUSS 02 122 122 122 122 12 2 10 2 8 2 10 2 62 122 42 42" AFF TOP OF
WALL 36" ABOVE STAIR NOSING TOP OF RAILING 6 2 6 2 42" AFF TOP OF WALL 3'-0" SLOPED RAILING WALL A401 C2 07 84 00.A1 2X FIRE STOPPING RUBBER STAIR TREAD & NOSING SKIRT BOARD BEYOND
SEE PLANS FOR TREAD AND RISER DIMENSIONS 07 84 00.A1 2X FIRE STOPPING 06 11 00.H1 2x10 07 84 00.A1 2X FIRE STOPPING WALL TYPE PER PLAN B- GUARD WALL 1 1/2" 1 1/2" A- RAILING WALL STEEL
BRACKETS AS REQ'D TO MEET IBC 1607.8 CONTINUOUS 2X BLK'G IN WALL FOR BRACKET ATTACHMENT WOOD CAP, SEE SECTIONS FOR SLOPING PORTIONS 06 46 00.E1 3/4" x 1 3/8" BASE CAP MOLDING 06 46
00.B2 3/4" x 3/4" COVE MOLDING WALL TYPE P4 BLOCKING WOOD CAP, SEE SECTIONS FOR SLOPING PORTIONS 1/4" LUAN SHEATHING 06 46 00.B2 3/4" x 3/4" COVE MOLDING 06 46 00.E1 3/4" x 1 3/8" BASE
CAP MOLDING 09 29 00.A2 3/8" GYPSUM WALLBOARD 6 1/2" ONE HOUR FLOOR/CEILING ASSEMBLY: INTERTEK WNR FCA 60-03. STC 54 PER TJ-4035, ASSEMBLY B, TYP. FLOORS 2 & 3 P1 P2 E1 E2 09 29 00.D11
5/8" TYPE "X" GYPSUM WALLBOARD 06 11 00.G1 2x8 06 16 00.D17 7/16" ZIP SYSTEM 07 48 00.A5 1X3 FURRING STRIPS 07 21 00.A8 R-30 UNFACED BATT INSULATION MINERAL WOOL 07 46 23.D1 BOARD AND
BATTEN SIDING 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 06 11 00.G1 2x8 06 16 00.D17 7/16" ZIP SYSTEM 07 48 00.A5 1X3 FURRING STRIPS 07 21 00.A8 R-30 UNFACED BATT INSULATION MINERAL
WOOL 09 29 00.M1 CEMENTITIOUS BACKER BOARD 09 24 00.B3 MODIFIED VENEER STUCCO 07 21 00.A3 R-15 UNFACED BATT INSULATION MINERAL WOOL P3 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 09
29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD UL U327 1-HR RATED STC 50 09 29 00.D1 5/8" GYPSUM WALLBOARD 09 29 00.D1 5/8" GYPSUM WALLBOARD 09 29 00.D1 5/8" GYPSUM WALLBOARD 09 29 00.D1
5/8" GYPSUM WALLBOARD 2'-0" O.C. 06 11 00.E1 2x6 09 29 00.L1 RC-1 RESILIENT CHANNEL – SINGLE LEG 06 11 00.D1 2x4 06 11 00.E1 2x6 E3 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 06 11
00.G1 2x8 06 16 00.D17 7/16" ZIP SYSTEM 07 48 00.A5 1X3 FURRING STRIPS 07 21 00.A8 R-30 UNFACED BATT INSULATION MINERAL WOOL 07 46 23.D1 BOARD AND BATTEN SIDING E4 09 29 00.D11 5/8"
TYPE "X" GYPSUM WALLBOARD 06 11 00.G1 2x8 06 16 00.H2 1/2” MAGNESIUM OXIDE PANEL 07 48 00.A5 1X3 FURRING STRIPS 07 21 00.A8 R-30 UNFACED BATT INSULATION MINERAL WOOL 09 29 00.M1 CEMENTITIOUS
BACKER BOARD 09 24 00.B3 MODIFIED VENEER STUCCO 1-HR RATED 1-HR RATED Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New
York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD As indicated 6/22/2020 10:10:38 AM C :\Users\Jacob Marnell\Documents\2018015 - 327 W.Seneca Street_jacobS4ZDL.rvt A401
DETAILS 2018015 327 W. SENECA STREET 06/10/2019 VISUM DEVELOPMENT CITY OF ITHACA, NY CONSTRUCTION SET 1/2" = 1'-0"C1 STAIR GUARD- SLOPING WALL 1 1/2" = 1'-0"B1 STAIR- TREAD & RISER
DETAIL 1 1/2" = 1'-0"B2 STAIR-LANDING 3" = 1'-0"C2 INTERIOR HANDRAIL AND CAPPED GUARD WALL 3" = 1'-0"D1 HALF WALL DETAIL REFERENCE KEYNOTES KEY NOTE 03 31 00.J5 4" CAST-IN-PLACE CONCRETE
SLAB WITH 6x6 W2.9 x W2.9 05 05 23.E3 5/8" HOOKED ANCHOR BOLT 06 11 00.D1 2x4 06 11 00.E1 2x6 06 11 00.G1 2x8 06 11 00.H1 2x10 06 16 00.D8 5/8" PLYWOOD 06 16 00.D17 7/16" ZIP SYSTEM
06 16 00.H2 1/2” MAGNESIUM OXIDE PANEL 06 22 00.A2 1x2 WOOD TRIM 06 46 00.B2 3/4" x 3/4" COVE MOLDING 06 46 00.E1 3/4" x 1 3/8" BASE CAP MOLDING 07 21 00.A3 R-15 UNFACED BATT INSULATION
- MINERAL WOOL 07 21 00.A6 R-23 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.A8 R-30 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.B6 3" XPS RIGID INSULATION 07 21 00.D1 DENSE-PACK
SPRAY-APPLIED CELLULOSE INSULATION 07 24 00.A1 EIFS ON INSULATION BOARD 07 26 00.A5 CLASS III VAPOR RETARDER 07 27 00.A1 SILL SEALER 07 31 00.A1 ASPHALT SHINGLES 07 31 00.B2 ‘ICE AND
WATER’ UNDERLAYMENT 07 31 00.C1 METAL DRIP EDGE 07 46 00.B1 WOOD COMPOSITE TRIM – 1x4 07 46 00.B8 WOOD COMPOSITE TRIM – 5/4x6 07 46 00.B9 WOOD COMPOSITE TRIM – 5/4x8 07 46 23.C2 FIBER
CEMENT PANEL SIDING 07 46 23.C4 FIBER CEMENT SOFFIT PANEL - PERFORATED 07 46 23.D1 BOARD AND BATTEN SIDING 07 48 00.A5 1X3 FURRING STRIPS 07 48 00.B1 COR A VENT SV-5 07 62 00.A2 ALUMINUM
FLASHING 07 62 00.H6 5" OGEE (K-STYLE) GUTTER 07 65 00.A3 SELF-ADHERED FLASHING 07 84 00.A1 2X FIRE STOPPING 07 92 00.A1 SEALANT – TYPE 1 (SILICONE, EXTERIOR) 07 92 00.A5 SEALANT –
TYPE 5 (LATEX, INTERIOR) 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) 07 92 00.B2 BACKER ROD AND SEALANT 09 24 00.B3 MODIFIED VENEER STUCCO 09 29 00.A2 3/8" GYPSUM WALLBOARD
09 29 00.D1 5/8" GYPSUM WALLBOARD 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD 09 29 00.L1 RC-1 RESILIENT CHANNEL – SINGLE LEG 09 29
00.L3 RC-3 RESILIENT CHANNEL – ‘WHISPERCLIP’ WITH HAT CHANNEL 09 29 00.M1 CEMENTITIOUS BACKER BOARD 09 65 00.A1 RESILIENT FLOORING 31 05 19.A1 FILTER MAT 31 23 00.B1 GRAVEL 31 23 00.B2
COMPACTED GRAVEL SUB-BASE 33 46 00.A3 6" PERFORATED PVC PIPE GENERAL SHEET NOTES - DETAILS 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 All
2x8 framing, 16" O.C. 3 See detail D1 for wall type P4 3/4" = 1'-0" WALL TYPES REVISIONS Δ DESCRIPTION DATE 82 82 82 6 2 82 82 6 2 6 2 6 2 6 2 8 2 82 8 2 13 1 31 3 13 1 3 8 2 82 82
8 2 82 1 3 1313 6 2 6 2 62 8 2 82 4 1 1 3 4 1 82 8 2 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) 07 21 00.A8 R-30 UNFACED BATT INSULATION MINERAL WOOL 09 29 00.D12
2 LAYERS 5/8" TYPE "X" GYPSUM BOARD 09 65 00.A1 RESILIENT FLOORING 07 21 00.A3 R-15 UNFACED BATT INSULATION MINERAL WOOL 09 29 00.L3 RC-3 RESILIENT CHANNEL – ‘WHISPERCLIP’ WITH HAT
CHANNEL 06 16 00.D17 7/16" ZIP SYSTEM 4" ONE HOUR FLOOR/CEILING ASSEMBLY: INTERTEK WNR FCA 60-03. STC 54 PER TJ-4035, ASSEMBLY B, TYP. FLOORS 2 & 3 1'-4" 12 6 07 31 00.A1 ASPHALT SHINGLES
07 31 00.B2 ‘ICE AND WATER’ UNDERLAYMENT 07 31 00.C1 METAL DRIP EDGE 06 16 00.D8 5/8" PLYWOOD 07 62 00.H6 5" OGEE (K-STYLE) GUTTER 07 46 23.C4 FIBER CEMENT SOFFIT PANEL PERFORATED 07
46 00.B9 WOOD COMPOSITE TRIM – 5/4x8 07 21 00.D1 DENSE-PACK SPRAY-APPLIED CELLULOSE INSULATION 1' - 4" 07 46 23.C2 FIBER CEMENT PANEL SIDING 07 31 00.C1 METAL DRIP EDGE 07 48 00.A5
1X3 FURRING STRIPS 1'-4" 07 31 00.B2 ‘ICE AND WATER’ UNDERLAYMENT 07 46 00.B8 WOOD COMPOSITE TRIM – 5/4x6 06 16 00.D17 7/16" ZIP SYSTEM 1'-8" 07 46 23.C2 FIBER CEMENT PANEL SIDING 07
46 00.B1 WOOD COMPOSITE TRIM – 1x4 1' - 8" 09 24 00.B3 MODIFIED VENEER STUCCO 1" E2 E1 P3 07 46 23.C2 FIBER CEMENT PANEL SIDING ONE HOUR FLOOR/CEILING ASSEMBLY: INTERTEK WNR FCA 60-03.
STC 54 PER TJ-4035, ASSEMBLY B, TYP. FLOORS 2 & 3 DOUBLE TOP PLATE GWB Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New
York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 1 1/2" = 1'-0" 6/22/2020 10:10:38 AM C :\Users\Jacob Marnell\Documents\2018015 - 327 W.Seneca Street_jacobS4ZDL.rvt A501
DETAILS 2018015 327 W. SENECA STREET 06/10/2019 VISUM DEVELOPMENT CITY OF ITHACA, NY CONSTRUCTION SET 1 1/2" = 1'-0"C1 SECOND AND THIRD FLOOR FRAMING 1 1/2" = 1'-0"A1 EAVE 1 1/2" =
1'-0"D2 ROOF-RAKE DETAIL 1 1/2" = 1'-0"B1 EXTERIOR CORNER AT FIBER CEMENT BOARD & BATTEN (PLAN) 1 1/2" = 1'-0"D1 EXTERIOR CORNER AT STUCCO 1 1/2" = 1'-0"C2 DEMISE WALL TRANSITION (PLAN)
1 1/2" = 1'-0"B2 P3 TO E1 TRANSITION 1 1/2" = 1'-0"B3 DOUBLE TOP PLATE FRAMING (TYPICAL AT ALL INTERIOR WALLS) REVISIONS Δ DESCRIPTION DATE REFERENCE KEYNOTES KEY NOTE 03 31 00.J5
4" CAST-IN-PLACE CONCRETE SLAB WITH 6x6 W2.9 x W2.9 05 05 23.E3 5/8" HOOKED ANCHOR BOLT 06 11 00.D1 2x4 06 11 00.E1 2x6 06 11 00.G1 2x8 06 11 00.H1 2x10 06 16 00.D8 5/8" PLYWOOD 06
16 00.D17 7/16" ZIP SYSTEM 06 16 00.H2 1/2” MAGNESIUM OXIDE PANEL 06 22 00.A2 1x2 WOOD TRIM 06 46 00.B2 3/4" x 3/4" COVE MOLDING 06 46 00.E1 3/4" x 1 3/8" BASE CAP MOLDING 07 21 00.A3
R-15 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.A6 R-23 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.A8 R-30 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.B6 3" XPS RIGID
INSULATION 07 21 00.D1 DENSE-PACK SPRAY-APPLIED CELLULOSE INSULATION 07 24 00.A1 EIFS ON INSULATION BOARD 07 26 00.A5 CLASS III VAPOR RETARDER 07 27 00.A1 SILL SEALER 07 31 00.A1 ASPHALT
SHINGLES 07 31 00.B2 ‘ICE AND WATER’ UNDERLAYMENT 07 31 00.C1 METAL DRIP EDGE 07 46 00.B1 WOOD COMPOSITE TRIM – 1x4 07 46 00.B8 WOOD COMPOSITE TRIM – 5/4x6 07 46 00.B9 WOOD COMPOSITE
TRIM – 5/4x8 07 46 23.C2 FIBER CEMENT PANEL SIDING 07 46 23.C4 FIBER CEMENT SOFFIT PANEL - PERFORATED 07 46 23.D1 BOARD AND BATTEN SIDING 07 48 00.A5 1X3 FURRING STRIPS 07 48 00.B1
COR A VENT SV-5 07 62 00.A2 ALUMINUM FLASHING 07 62 00.H6 5" OGEE (K-STYLE) GUTTER 07 65 00.A3 SELF-ADHERED FLASHING 07 84 00.A1 2X FIRE STOPPING 07 92 00.A1 SEALANT – TYPE 1 (SILICONE,
EXTERIOR) 07 92 00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR) 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED) 07 92 00.B2 BACKER ROD AND SEALANT 09 24 00.B3 MODIFIED VENEER
STUCCO 09 29 00.A2 3/8" GYPSUM WALLBOARD 09 29 00.D1 5/8" GYPSUM WALLBOARD 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD 09 29 00.L1 RC-1
RESILIENT CHANNEL – SINGLE LEG 09 29 00.L3 RC-3 RESILIENT CHANNEL – ‘WHISPERCLIP’ WITH HAT CHANNEL 09 29 00.M1 CEMENTITIOUS BACKER BOARD 09 65 00.A1 RESILIENT FLOORING 31 05 19.A1 FILTER
MAT 31 23 00.B1 GRAVEL 31 23 00.B2 COMPACTED GRAVEL SUB-BASE 33 46 00.A3 6" PERFORATED PVC PIPE GENERAL SHEET NOTES - DETAILS 1 Refer to Specifications, DIVISION 01, for additional
information and requirements. 2 All 2x8 framing, 16" O.C. 3 See detail D1 for wall type P4 82 41 8 2 8 2 41 82 3 14 1 82 8 2 8 2 8 2 8 2 82 82 82 82 82 82 82 3 14 1 4 1 07 46 23.C2
FIBER CEMENT PANEL SIDING 06 22 00.A2 1x2 WOOD TRIM 07 92 00.A1 SEALANT – TYPE 1 (SILICONE, EXTERIOR) 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD BY WINDOW MFR 07 92 00.A5 SEALANT –
TYPE 5 (LATEX, INTERIOR) 07 92 00.B2 BACKER ROD AND SEALANT 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 06 16 00.D17 7/16" ZIP SYSTEM 07 65 00.A3 SELF-ADHERED FLASHING 07 46 23.C2 FIBER
CEMENT PANEL SIDING5/16" 07 92 00.B2 BACKER ROD AND SEALANT 07 92 00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR) 07 48 00.B1 COR A VENT SV-5 06 16 00.D17 7/16" ZIP SYSTEM 07 65 00.A3 SELF-ADHERED
FLASHING 07 65 00.A3 SELF-ADHERED FLASHING SIDING VARIES TRIM BY WINDOW MFR 07 46 23.C2 FIBER CEMENT PANEL SIDING 06 22 00.A2 1x2 WOOD TRIM 07 92 00.A1 SEALANT – TYPE 1 (SILICONE, EXTERIOR)
07 92 00.B2 BACKER ROD AND SEALANT 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD BY WINDOW MFR 07 92 00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR) 07 92 00.B2 BACKER ROD AND SEALANT 09 29
00.D11 5/8" TYPE "X" GYPSUM WALLBOARD 06 16 00.D17 7/16" ZIP SYSTEM 07 65 00.A3 SELF-ADHERED FLASHING SIDING TYPE VARIES 07 92 00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR) 09 29 00.D11
5/8" TYPE "X" GYPSUM WALLBOARD 06 16 00.D17 7/16" ZIP SYSTEM 07 65 00.A3 SELF-ADHERED FLASHING STEEL BRACKET PLATE ABOVE SHUTTER 07 92 00.B2 BACKER ROD AND SEALANT 07 92 00.A5 SEALANT
– TYPE 5 (LATEX, INTERIOR) 07 48 00.B1 COR A VENT SV-5 06 16 00.D17 7/16" ZIP SYSTEM 07 65 00.A3 SELF-ADHERED FLASHING 2X BLOCKING, THRU-BOLT CLEVIS PER MANUF. INSTRUCTIONS MANUF. ALUMINUM
CANOPY,SEE SPEC. THRU-BOLT CANOPY INTO RIM JOIST PER MANUF. INSTRUCTIONS 1X8 COMPOSITE TRIM 07 92 00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR) 07 65 00.A3 SELF-ADHERED FLASHING 07 62 00.A2
ALUMINUM FLASHING FUSELINKS ON BOTH SIDES OF OPENING STEEL ANGLE FLASHING SIDING Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2
Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD As indicated 6/22/2020 10:10:40 AM C :\Users\Jacob Marnell\Documents\2018015 - 327 W.Seneca Street_jacobS4ZDL.rvt
A502 WINDOW DETAILS 2018015 327 W. SENECA STREET 06/10/2019 VISUM DEVELOPMENT CITY OF ITHACA, NY CONSTRUCTION SET 3" = 1'-0"B2 WINDOW SILL- FIBER CEMENT & BATTEN 3" = 1'-0"D1 WINDOW
JAMB-FIBER CEMENT & BATTEN 3" = 1'-0"D2 WINDOW HEAD (TYP., EXCEPT AT FIRE SHUTTERS) 3" = 1'-0"B1 WINDOW SILL- STUCCO3" = 1'-0"C1 WINDOW JAMB 3" = 1'-0"C2 WINDOW JAMB AT FIRE SHUTTER
3" = 1'-0"A1 WINDOW HEAD REFERENCE KEYNOTES KEY NOTE 03 31 00.J5 4" CAST-IN-PLACE CONCRETE SLAB WITH 6x6 W2.9 x W2.9 05 05 23.E3 5/8" HOOKED ANCHOR BOLT 06 11 00.D1 2x4 06 11 00.E1
2x6 06 11 00.G1 2x8 06 11 00.H1 2x10 06 16 00.D8 5/8" PLYWOOD 06 16 00.D17 7/16" ZIP SYSTEM 06 16 00.H2 1/2” MAGNESIUM OXIDE PANEL 06 22 00.A2 1x2 WOOD TRIM 06 46 00.B2 3/4" x 3/4"
COVE MOLDING 06 46 00.E1 3/4" x 1 3/8" BASE CAP MOLDING 07 21 00.A3 R-15 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.A6 R-23 UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.A8 R-30
UNFACED BATT INSULATION - MINERAL WOOL 07 21 00.B6 3" XPS RIGID INSULATION 07 21 00.D1 DENSE-PACK SPRAY-APPLIED CELLULOSE INSULATION 07 24 00.A1 EIFS ON INSULATION BOARD 07 26 00.A5
CLASS III VAPOR RETARDER 07 27 00.A1 SILL SEALER 07 31 00.A1 ASPHALT SHINGLES 07 31 00.B2 ‘ICE AND WATER’ UNDERLAYMENT 07 31 00.C1 METAL DRIP EDGE 07 46 00.B1 WOOD COMPOSITE TRIM –
1x4 07 46 00.B8 WOOD COMPOSITE TRIM – 5/4x6 07 46 00.B9 WOOD COMPOSITE TRIM – 5/4x8 07 46 23.C2 FIBER CEMENT PANEL SIDING 07 46 23.C4 FIBER CEMENT SOFFIT PANEL - PERFORATED 07 46 23.D1
BOARD AND BATTEN SIDING 07 48 00.A5 1X3 FURRING STRIPS 07 48 00.B1 COR A VENT SV-5 07 62 00.A2 ALUMINUM FLASHING 07 62 00.H6 5" OGEE (K-STYLE) GUTTER 07 65 00.A3 SELF-ADHERED FLASHING
07 84 00.A1 2X FIRE STOPPING 07 92 00.A1 SEALANT – TYPE 1 (SILICONE, EXTERIOR) 07 92 00.A5 SEALANT – TYPE 5 (LATEX, INTERIOR) 07 92 00.A6 SEALANT – TYPE 6 (LATEX, ACOUSTICAL, FIRE RATED)
07 92 00.B2 BACKER ROD AND SEALANT 09 24 00.B3 MODIFIED VENEER STUCCO 09 29 00.A2 3/8" GYPSUM WALLBOARD 09 29 00.D1 5/8" GYPSUM WALLBOARD 09 29 00.D11 5/8" TYPE "X" GYPSUM WALLBOARD
09 29 00.D12 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD 09 29 00.L1 RC-1 RESILIENT CHANNEL – SINGLE LEG 09 29 00.L3 RC-3 RESILIENT CHANNEL – ‘WHISPERCLIP’ WITH HAT CHANNEL 09 29 00.M1 CEMENTITIOUS
BACKER BOARD 09 65 00.A1 RESILIENT FLOORING 31 05 19.A1 FILTER MAT 31 23 00.B1 GRAVEL 31 23 00.B2 COMPACTED GRAVEL SUB-BASE 33 46 00.A3 6" PERFORATED PVC PIPE GENERAL SHEET NOTES -
DETAILS 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 All 2x8 framing, 16" O.C. 3 See detail D1 for wall type P4 1 1/2" = 1'-0"B3 CANOPY DETAIL
3" = 1'-0"D3 WINDOW - FIRE SHUTTER NOTE: -PROVIDE ANDERSON 400 SERIES WINDOWS ON N, E, AND W ELEVATIONS -PROVIDE ANDERSEN 100 SERIES ON S ELEVATION REVISIONS Δ DESCRIPTION DATE Project
# Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD 6/22/2020 10:10:42
AM C :\Users\Jacob Marnell\Documents\2018015 - 327 W.Seneca Street_jacobS4ZDL.rvt A601 SCHEDULES 2018015 327 W. SENECA STREET 06/10/2019 VISUM DEVELOPMENT CITY OF ITHACA, NY CONSTRUCTION
SET VENTILATION - REQUIRED MARK ROOM NAME AREA 4% VENT 1ST SUB FLOOR A101 LIVING/ DINING 141 SF 6 SF A102 KITCHEN 56 SF 2 SF A103 SLEEPING 116 SF 5 SF A101 13 SF B101 LIVING/ DINING
247 SF 10 SF B102 KITCHEN 100 SF 4 SF B101 14 SF B106 BEDROOM 1 113 SF 5 SF B106 5 SF B107 BEDROOM 2 113 SF 5 SF B107 5 SF C101 LIVING/ DINING 247 SF 10 SF C102 KITCHEN 100 SF 4 SF
C101 14 SF C106 BEDROOM 1 113 SF 5 SF C106 5 SF C107 BEDROOM 2 113 SF 5 SF C107 5 SF D101 LIVING/ DINING 161 SF 6 SF D102 KITCHEN 37 SF 1 SF D103 SLEEPING 117 SF 5 SF D101 13 SF 2ND
FLOOR SUB FLOOR A205 LIVING/ SLEEPING 324 SF 13 SF A205 13 SF B201 LIVING/ DINING 294 SF 12 SF B202 KITCHEN 67 SF 3 SF B201 14 SF B205 BEDROOM 1 113 SF 5 SF B205 5 SF B206 BEDROOM 2
113 SF 5 SF B206 5 SF C201 LIVING/ DINING 293 SF 12 SF C202 KITCHEN 68 SF 3 SF C201 14 SF C205 BEDROOM 1 113 SF 5 SF C205 5 SF C206 BEDROOM 2 113 SF 5 SF C206 5 SF D201 KITCHEN 328
SF 13 SF D205 13 SF 3RD FLOOR SUB FLOOR A305 LIVING/ SLEEPING 324 SF 13 SF A305 13 SF B301 LIVING/ DINING 296 SF 12 SF B302 KITCHEN 68 SF 3 SF B301 15 SF B305 BEDROOM 1 113 SF 5 SF
B305 5 SF B306 BEDROOM 2 113 SF 5 SF B306 5 SF C301 LIVING/ DINING 295 SF 12 SF C302 KITCHEN 68 SF 3 SF C301 15 SF C305 BEDROOM 1 113 SF 5 SF C305 5 SF C306 BEDROOM 2 113 SF 5 SF C306
5 SF D301 KITCHEN 328 SF 13 SF D305 13 SF VENTILATION - ACTUAL MARK ROOM NAME VENT 1ST SUB FLOOR A101 LIVING/ DINING 7 SF B101 LIVING/ DINING 14 SF B106 BEDROOM 1 7 SF B107 BEDROOM
2 7 SF C101 LIVING/ DINING 14 SF C106 BEDROOM 1 7 SF C107 BEDROOM 2 7 SF D101 LIVING/ DINING 20 SF 2ND FLOOR SUB FLOOR A205 LIVING/ SLEEPING 20 SF B201 LIVING/ DINING 20 SF B205 BEDROOM
1 7 SF B206 BEDROOM 2 14 SF C201 LIVING/ DINING 20 SF C205 BEDROOM 1 7 SF C206 BEDROOM 2 7 SF D201 KITCHEN 27 SF 3RD FLOOR SUB FLOOR A305 LIVING/ SLEEPING 20 SF B301 LIVING/ DINING
20 SF B305 BEDROOM 1 7 SF B306 BEDROOM 2 14 SF C301 LIVING/ DINING 20 SF C305 BEDROOM 1 7 SF C306 BEDROOM 2 7 SF D301 KITCHEN 27 SF WINDOW SCHEDULE MARK OPERATION UNIT WIDTH UNIT HEIGHT
SILL HEIGHT HEAD HEIGHT GLAZING SAFETY WOCD EGRESS COMMENTS HEADER 1ST SUB FLOOR A101A SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes Yes SAFETY GLASS (2) 2x (?) TYPICAL
A101B SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes B101A SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes B101B SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7'
- 0" TYPE "A" LOW-E Yes B106 SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes B107 SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes C101A SINGLE HUNG 3'
- 0" 5' - 0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes C101B SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes C106 SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "B" SMARTSUN
Yes C107 SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "B" SMARTSUN Yes D101A SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "B" SMARTSUN Yes D101B SINGLE HUNG 3' - 0" 5' - 0"
2' - 0" 7' - 0" TYPE "B" SMARTSUN Yes D101C SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "B" SMARTSUN Yes 2ND FLOOR SUB FLOOR 200 FIXED 2' - 0" 3' - 0" 0" 3' - 0" TYPE "B" SMARTSUN
Yes SAFETY GLASS (2) 2x (?) TYPICAL 201 FIXED 2' - 0" 3' - 0" 4' - 0" 7' - 0" TYPE "B" SMARTSUN Yes SAFETY GLASS A203 FIXED 2' - 0" 3' - 0" 4' - 0" 7' - 0" TYPE "B" SMARTSUN Yes SAFETY
GLASS, PATTERNED A205A SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes Yes A205B SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes Yes A205C SINGLE HUNG
3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "B" SMARTSUN Yes Yes B201A SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes Yes B201B SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0"
TYPE "A" LOW-E Yes Yes B201C SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes Yes B205 SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes Yes B206A SINGLE
HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes Yes B206B SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes Yes C201A SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0"
TYPE "A" LOW-E Yes Yes C201B SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes Yes C201C SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes Yes C205 SINGLE
HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "B" SMARTSUN Yes Yes C206 SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "B" SMARTSUN Yes Yes D203 FIXED 2' - 0" 3' - 0" 4' - 0" 7' - 0"
TYPE "B" SMARTSUN Yes SAFETY GLASS, PATTERNED D205A SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "B" SMARTSUN Yes Yes D205B SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "B"
SMARTSUN Yes Yes D205C SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "B" SMARTSUN Yes Yes D205D SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "B" SMARTSUN Yes Yes 3RD FLOOR SUB
FLOOR 300 FIXED 2' - 0" 3' - 0" 0" 3' - 0" TYPE "B" SMARTSUN Yes SAFETY GLASS (2) 2x (?) TYPICAL 301 FIXED 2' - 0" 3' - 0" 4' - 0" 7' - 0" TYPE "B" SMARTSUN Yes SAFETY GLASS A302 FIXED
2' - 0" 3' - 0" 4' - 0" 7' - 0" TYPE "B" SMARTSUN Yes SAFETY GLASS, PATTERNED A305A SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes Yes A305B SINGLE HUNG 3' - 0" 5' -
0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes Yes A305C SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "B" SMARTSUN Yes Yes B301A SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "A" LOW-E
Yes Yes B301B SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes Yes B301C SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes Yes B305 SINGLE HUNG 3' - 0" 5'
- 0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes Yes B306A SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes Yes B306B SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "A" LOW-E
Yes Yes C301A SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes Yes C301B SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes Yes C301C SINGLE HUNG 3' - 0" 5'
- 0" 2' - 0" 7' - 0" TYPE "A" LOW-E Yes Yes C305 SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "B" SMARTSUN Yes Yes C306 SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "B" SMARTSUN
Yes Yes D302 FIXED 2' - 0" 3' - 0" 4' - 0" 7' - 0" TYPE "B" SMARTSUN Yes SAFETY GLASS, PATTERNED D305A SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "B" SMARTSUN Yes Yes D305B SINGLE
HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "B" SMARTSUN Yes Yes D305C SINGLE HUNG 3' - 0" 5' - 0" 2' - 0" 7' - 0" TYPE "B" SMARTSUN Yes Yes D305D SINGLE HUNG 3' - 0" 5' - 0" 2' - 0"
7' - 0" TYPE "B" SMARTSUN Yes Yes DOOR SCHEDULE MARK ROOM NAME WIDTH HEIGHT DESCRIPTION FRAME MATERIAL DOOR MATERIAL FIRE RATING HARDWARE SET 1ST SUB FLOOR 100 STAIR ENTRY 3' - 0" 7'
- 0" 1-LITE ALUM FRP 1 102 MECH. 3' - 0" 7' - 0" FLUSH ALUM FRP 8 A100 KITCHEN 3' - 0" 7' - 0" 1-LITE HM FRP 2 A104 CLO. 4' - 0" 6' - 8" 2-PANEL PAIR WD MASONITE 7 A105 BATH 3' - 0"
6' - 8" 2-PANEL WD MASONITE 5 B100 LIVING/ DINING 3' - 0" 7' - 0" 2-PANEL ALUM FRP 45 MIN 2 B103 BATH 3' - 0" 6' - 8" 2-PANEL WD MASONITE 5 B104 MECH. 2' - 2" 6' - 8" 2-PANEL WD MASONITE
7 B105 CLO. 4' - 0" 6' - 8" 2-PANEL PAIR WD MASONITE 7 B106 BEDROOM 1 2' - 6" 6' - 8" 2-PANEL WD MASONITE 4 B107 BEDROOM 2 2' - 6" 6' - 8" 2-PANEL WD MASONITE 4 B108 CLO. 4' - 0" 6'
- 8" 2-PANEL PAIR WD MASONITE 7 C100 LIVING/ DINING 3' - 0" 7' - 0" 2-PANEL ALUM FRP 45 MIN 2 C103 BATH 3' - 0" 6' - 8" 2-PANEL WD MASONITE 5 C104 MECH. 2' - 2" 6' - 8" 2-PANEL WD MASONITE
7 C105 CLO. 4' - 0" 6' - 8" 2-PANEL PAIR WD MASONITE 7 C106 BEDROOM 1 2' - 6" 6' - 8" 2-PANEL WD MASONITE 4 C107 BEDROOM 2 2' - 6" 6' - 8" 2-PANEL WD MASONITE 4 C108 CLO. 4' - 0" 6'
- 8" 2-PANEL PAIR WD MASONITE 7 D100 LIVING/ DINING 3' - 0" 7' - 0" 1-LITE ALUM FRP 1 D104 CLO. 4' - 0" 6' - 8" 2-PANEL PAIR WD MASONITE 7 D105 BATH 3' - 0" 6' - 8" 2-PANEL WD MASONITE
5 2ND FLOOR SUB FLOOR A200 LIVING/ SLEEPING 3' - 0" 6' - 8" 2-PANEL HM HM 45 MIN 3 A202 BATH 2' - 6" 6' - 8" 2-PANEL WD MASONITE 5 A203 MECH/ LDRY 5' - 0" 6' - 8" 2-PANEL PAIR WD MASONITE
7 A204 CLO. 4' - 0" 6' - 8" 2-PANEL PAIR WD MASONITE 7 B200 LIVING/ DINING 3' - 0" 6' - 8" 2-PANEL HM HM 45 MIN 3 B203 CLO. 6' - 0" 6' - 8" 2-PANEL PAIR WD MASONITE 7 B204 CLO. 4' -
0" 6' - 8" 2-PANEL PAIR WD MASONITE 7 B205 BEDROOM 1 2' - 6" 6' - 8" 2-PANEL WD MASONITE 4 B206 BEDROOM 2 2' - 6" 6' - 8" 2-PANEL WD MASONITE 4 B207 CLO. 4' - 0" 6' - 8" 2-PANEL PAIR
WD MASONITE 7 B208 BATH 2' - 6" 6' - 8" 2-PANEL WD MASONITE 5 C200 LIVING/ DINING 3' - 0" 6' - 8" 2-PANEL HM HM 45 MIN 3 C203 CLO. 6' - 0" 6' - 8" 2-PANEL PAIR WD MASONITE 7 C204 CLO.
4' - 0" 6' - 8" 2-PANEL PAIR WD MASONITE 7 C205 BEDROOM 1 2' - 6" 6' - 8" 2-PANEL WD MASONITE 4 C206 BEDROOM 2 2' - 6" 6' - 8" 2-PANEL WD MASONITE 4 C207 CLO. 4' - 0" 6' - 8" 2-PANEL
PAIR WD MASONITE 7 C208 LIVING/ DINING 2' - 6" 6' - 8" 2-PANEL WD MASONITE 5 D200 KITCHEN 3' - 0" 6' - 8" 2-PANEL HM HM 45 MIN 3 D202 BATH 2' - 6" 6' - 8" 2-PANEL WD MASONITE 5 D203
KITCHEN 5' - 0" 6' - 8" 2-PANEL PAIR WD MASONITE 7 D204 CLO. 4' - 0" 6' - 8" 2-PANEL PAIR WD MASONITE 7 3RD FLOOR SUB FLOOR A300 LIVING/ SLEEPING 3' - 0" 6' - 8" 2-PANEL HM HM 45 MIN
3 A302 BATH 2' - 6" 6' - 8" 2-PANEL WD MASONITE 5 A303 LIVING/ SLEEPING 5' - 0" 6' - 8" 2-PANEL PAIR WD MASONITE 7 A304 CLO. 4' - 0" 6' - 8" 2-PANEL PAIR WD MASONITE 7 B300 LIVING/
DINING 3' - 0" 6' - 8" 2-PANEL HM HM 45 MIN 3 B303 LIVING/ DINING 6' - 0" 6' - 8" 2-PANEL PAIR WD MASONITE 7 B304 CLO. 4' - 0" 6' - 8" 2-PANEL PAIR WD MASONITE 7 B305 LIVING/ DINING
2' - 6" 6' - 8" 2-PANEL WD MASONITE 4 B306 BEDROOM 2 2' - 6" 6' - 8" 2-PANEL WD MASONITE 4 B307 BEDROOM 2 4' - 0" 6' - 8" 2-PANEL PAIR WD MASONITE 7 B308 BATH 2' - 6" 6' - 8" 2-PANEL
WD MASONITE 5 C300 LIVING/ DINING 3' - 0" 6' - 8" 2-PANEL HM HM 45 MIN 3 C303 CLO. 6' - 0" 6' - 8" 2-PANEL PAIR WD MASONITE 7 C304 CLO. 4' - 0" 6' - 8" 2-PANEL PAIR WD MASONITE 7 C305
BEDROOM 1 2' - 6" 6' - 8" 2-PANEL WD MASONITE 4 C306 BEDROOM 2 2' - 6" 6' - 8" 2-PANEL WD MASONITE 4 C307 CLO. 4' - 0" 6' - 8" 2-PANEL PAIR WD MASONITE 7 C308 BATH 2' - 6" 6' - 8" 2-PANEL
WD MASONITE 5 D300 KITCHEN 3' - 0" 6' - 8" 2-PANEL HM HM 45 MIN 3 D302 BATH 2' - 6" 6' - 8" 2-PANEL WD MASONITE 5 D303 CLO. 4' - 0" 6' - 8" 2-PANEL PAIR WD MASONITE 7 D304 MECH./ LDRY
5' - 0" 6' - 8" 2-PANEL PAIR WD MASONITE 7 ROOM FINISH SCHEDULE ROOM NUMBER ROOM NAME FLOOR FINISH BASE FINISH WALL FINISH CEIING FINISH COMMENTS 100 STAIR ENTRY RESILIENT RESILIENT
PAINT PAINT 1, 4 101 STAIR RESILIENT RESILIENT PAINT PAINT 1, 4 102 MECH. FIN. CONCRETE RESILIENT PAINT PAINT 4 BEDS BEDROOMS CARPET TILE RESILIENT PAINT PAINT 3, 4 VARIES ALL, U.N.O
RESILIENT RESILIENT PAINT PAINT 2, 4 1. PROVIDE RESILIENT THERMOSET FLOOR/BASE PRODUCTS, PER SPEC ______ 2. RESILIENT FLOORING AND BASE TO BE SELECTED BY OWNER. 3. CARPET TILE TO BE
SELECTED BY OWNER. 4. PAINT COLOR TO BE SELECTED BY OWNER. REFER TO SPEC. SECTION 09 9100 FOR SHEEN AND NUMBER OF COATS. REVISIONS Δ DESCRIPTION DATE
2018015-327-ALL SPECS - FOR CONSTRUCTION.pdf
STREAM Collaborative architecture + landscape architecture dpc 108 W. State Street, 2nd Floor Ithaca, NY 14850 SPECIFICATIONS 327 West Seneca St. Location 327 West Seneca St., Ithaca,
NY 14850 Owner VISUM Development Design Team Architect: STREAM Collaborative Architecture + Landscape Architecture, DPC Structural Engineer: Elwyn & Palmer, Consulting Engineers,
PLLC Civil: Marathon Engineering STREAM Project No. 2018 015 Noah Demarest AIA, RA, RLA, LEED AP Principal noah@streamcolab.com 607.216.8802 I, Noah Demarest, certify that
to the best of my knowledge, information, and belief, these plans and specifications are in accordance with applicable requirements of the Building Code of New York State, the New York
State Energy Conservation Construction Code and the City of Ithaca regulations and standards. TABLE OF CONTENTS STREAM Collaborative Page 1 of 3 U:\2018015 - 327 W. SENECA ST - VISUM\07.0
SPECIFICATIONS\2018015-327-00-0000-TABLE OF CONTENTS.DOCX (PRINTED 6.13.2019) TABLE OF CONTENTS DIVISION 01 - GENERAL REQUIREMENTS 01 0000 GENERAL CONSIDERATIONS SUMMARY OF WORK
DRAWINGS AND SPECIFICATIONS DIMENSIONS DEFINITIONS CODES AND REGULATIONS SAFETY EXISTING CONDITIONS SHUT DOWNS HAZARDOUS MATERIALS MEANS AND METHODS WORKMANSHIP INSURANCE
01 2000 ALLOWANCES, UNIT PRICES AND ALTERNATES 01 2500 PRODUCT REQUIREMENTS AND SUBSTITUTIONS 01 3300 SUBMITTAL PROCEDURES 01 5000 TEMPORARY FACILITIES AND CONTROLS 01 7310 CUTTING
AND PATCHING 01 7419 CONSTRUCTION WASTE MANAGEMENT 01 7700 PROJECT CLOSEOUT 01 9000 MISCELLANEOUS REQUIREMENTS 01 9999 GENERAL REQUIREMENTS SCHEDULE (includes Submittal Cover Sheet)
DIVISION 02 - EXISTING CONDITIONS 02 4116 STRUCTURE DEMOLITION DIVISION 03 - CONCRETE 03 3300 CONCRETE SEE STRUCTURAL DRAWINGS 03 5416 HYDRAULIC CEMENT UNDERLAYMENT DIVISION 04 -
MASONRY NOT USED DIVISION 05 - METALS 05 5000 METAL FABRICATIONS 05 5213 PIPE AND TUBE RAILINGS DIVISION 06 - WOOD, PLASTICS AND COMPOSITES 06 1000 ROUGH CARPENTRY 06 1600 SHEATHING
06 1700 SHOP-FABRICATED STRUCTURAL WOOD 06 1753 SHOP-FABRICATED WOOD TRUSSES 06 2000 FINISH CARPENTRY 06 4300 WOOD STAIRS AND RAILINGS TABLE OF CONTENTS STREAM Collaborative Page
2 of 3 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-00-0000-TABLE OF CONTENTS.DOCX (PRINTED 6.13.2019) DIVISION 07 - THERMAL AND MOISTURE PROTECTION 07 2100
THERMAL INSULATION 07 2401 DIRECT-APPLIED EXTERIOR FINISH SYSTEM AND TRIM 07 3113 ASPHALT SHINGLES 07 4602 FIBER-CEMENT SIDING AND TRIM 07 6200 SHEET METAL FLASHING AND TRIM 07 7100
ROOF SPECIALTIES 07 8413 PENETRATION FIRESTOPPING 07 9200 JOINT SEALANTS DIVISION 08 - OPENINGS 08 1100 HOLLOW METAL DOORS AND FRAMES 08 1600 PRE-HUNG MOLDED COMPOSITE DOORS 08 1700
FRP/ALUMINUM DOORS 08 3100 ACCESS DOORS AND FRAMES 08 3313 FIRE RATED SHUTTERS 08 5400 WINDOWS 08 7100 DOOR HARDWARE 08 8000 GLAZING DIVISION 09 - FINISHES 09 2900 GYPSUM BOARD 09
6513 RESILIENT BASE AND ACCESSORIES 09 6519 RESILIENT TILE FLOORING 09 6813 TILE CARPETING 09 9000 PAINTING DIVISION 10 - SPECIALTIES 10 1400 SIGNAGE 10 2800 RESIDENTIAL BATHROOM
ACCESSORIES 10 4400 FIRE EXTINGUISHERS 10 5500 POSTAL SPECIALTIES 10 7316 ALUMINUM CANOPIES 10 9999 MISCELLANEOUS SPECIALTIES DIVISION 11 - EQUIPMENT 11 3100 RESIDENTIAL APPLIANCES
DIVISION 12 - FURNISHINGS 12 3200 RESIDENTIAL CASEWORK DIVISION 13 - SPECIAL CONSTRUCTION NOT USED DIVISION 14 - CONVEYING EQUIPMENT NOT USED TABLE OF CONTENTS STREAM Collaborative
Page 3 of 3 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-00-0000-TABLE OF CONTENTS.DOCX (PRINTED 6.13.2019) DIVISION 21 - FIRE SUPPRESSION SHOWN ON DRAWINGS
DIVISION 22 - PLUMBING SHOWN ON DRAWINGS DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING (HVAC) SHOWN ON DRAWINGS DIVISION 26 - ELECTRICAL SHOWN ON DRAWINGS DIVISION 27 -
COMMUNICATIONS SHOWN ON DRAWINGS DIVISION 28 - ELECTRONIC SAFETY AND SECURITY SHOWN ON DRAWINGS DIVISION 31 - EARTHWORK SHOWN ON DRAWINGS DIVISION 32 - EXTERIOR IMPROVEMENTS SHOWN
ON DRAWINGS DIVISION 33 - UTILITIES SHOWN ON DRAWINGS *** END OF TABLE OF CONTENTS *** GENERAL CONSIDERATIONS STREAM Collaborative Page 1 of 4 U:\2018015 - 327 W. SENECA ST - VISUM\07.0
SPECIFICATIONS\2018015-327-01-0000-GENERAL CONSIDERATIONS.DOCX (PRINTED 6.13.2019) GENERAL CONSIDERATIONS 01 0000 1.1 SUMMARY OF WORK A. The project consists of a new 3-story apartment
building, to be constructed by a single prime Contractor selected by Owner. The scope of work includes the demolition of an existing house on the property. 1.2 DRAWINGS AND SPECIFICATIONS
A. Construction Documents include drawings, specifications and technical information (catalog cuts, etc.) prepared by the Architect and its consultants. 1. Abbreviations on construction
documents: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard. An edited version is available on the Architect’s website at
www.streamcolab.com/standards. 2. Industry Organizations: Where abbreviations and acronyms are used in construction documents (such as NFPA, ANSI, ASTM, …), they shall mean the recognized
name of the entities indicated in Gale's "Encyclopedia of Associations: National Organizations of the U.S." or in Columbia Books' "National Trade & Professional Associations of the
United States." B. The intent of the Construction Documents is to include all items necessary for the proper execution and completion of the work by the Contractor. The Construction
Documents are complementary, and what is required by one shall be as binding as if required by all. Anything called for in the drawings and not in the specifications, or vice versa,
shall be executed as though called for or reasonably implied in both. 1. Items, assemblies, products, or labor not specifically noted, but reasonably required for the completion of
the project and its intended use, and for the satisfaction of relevant codes, are assumed to be part of the project. C. Because the Construction Documents are complementary, the Contractor
shall, before starting each portion of the work, carefully study and compare them, as well as any information furnished by the Owner. Contractor shall take field measurements of any
existing condition related to that portion of the work, and shall observe and report to the Owner and the Architect any such existing conditions affecting the work. 1. Notes on one
drawing, section or detail apply to all similar drawings, sections or details. D. Before ordering any materials or doing any Work, the Contractor and each Subcontractor shall verify
measurements at the Project site and shall be responsible for the correctness of such measurements. No extra charge or compensation will be allowed on account of differences between
actual dimensions and the dimensions indicated on the Drawings. Any difference which may be found shall be submitted to the Architect for resolution before proceeding with the Work.
E. Drawings and specifications as instruments of service remain the property of the Architect, and are protected under common law copyright provisions. They are not to be reused, except
by written agreement and with the agreed compensation to the Architect. If reused without permission, the Architect shall be indemnified and held harmless from all liability, legal
exposure, claims, damages, losses and expenses. 1. Drawings shall not be used for issuance of a building permit unless signed and sealed by the Architect. 2. Drawings shall not be
used for multiple or prototype development without written authorization from the Architect. F. Unauthorized alterations or additions to a drawing bearing a licensed architect’s seal
is a violation of NYS Education Law, Article 147, and Commissioner’s Regulations Part 69. G. The Architect shall not be responsible where construction deviates from these drawings or
from written recommendations. Changes to the plan by the Owner and/or Contractor shall be the responsibility of the persons making such changes. The Owner and Contractor shall hold
the Architect harmless from and against all claims, damages, losses and expenses including, but not limited to, attorney's fees arising out of or resulting from the performance of the
work by the Contractor. H. A complete set of construction documents shall be at the site, and available for inspection, at all times. I. The Contractor shall prepare and maintain a
complete set of record construction drawings (“As Builts”) indicating all actual work, modifications and revisions to the work delineated on the constructions drawings, as well as any
concealed construction work. Include any other information which would be helpful to the Owner. 1.3 DIMENSIONS A. Drawings are drawn to scale for the convenience of all parties, but
do not scale drawings. Written dimension shall govern. GENERAL CONSIDERATIONS STREAM Collaborative Page 2 of 4 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-0000-GENERAL
CONSIDERATIONS.DOCX (PRINTED 6.13.2019) B. On the drawings, given dimensions shall take precedence over scaled measurements and large scale drawings over small scale drawings. C. Contractor
shall check, verify and maintain all dimensions, grades, levels and other conditions before proceeding with fabrication and construction. 1.4 DEFINITIONS A. Complete: A working system
ready to serve the designated intent. B. Existing: Conditions previous to the award of a Contract for this project. C. Final Completion: The date on which the Contractor has finally
completed satisfactorily all the work required of the Contractor under and in accordance with the Contract Documents, and the Certificate of Occupancy has been received by the Owner.
D. Furnish: Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. E. Install: Operations at project site including unloading,
temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. F. New: Work
which has been or is to be installed under the terms and after the award of the Contract for this project. G. Provide: Furnish and install, complete and ready for the intended use.
H. Substantial Completion: Stage in the progress of the Work when the Work or a designated portion thereof is sufficiently complete in accordance with the Contract Documents so that
the Owner can occupy or utilize the Work for its intended use. Substantial Completion shall not be deemed to be achieved until after the Contractor has submitted the Operations and
Maintenance Manuals, as-built drawings, and warranties for its Contract and these items have been deemed by the Architect as complete. 1.5 CODES AND REGULATIONS A. All work, materials,
and equipment of the project shall comply with the current editions of all Federal, State, County and Local codes, laws, ordinances and regulations that apply to the work, including,
but not limited to, the following: 1. New York State Building Code (IBC 2015, with NY amendments) 2. New York State Fire Code (IFC 2015, with NY amendments) 3. New York State
Plumbing Code (IPC 2015, with NY amendments) 4. New York State Mechanical Code (IMC 2015, with NY amendments) 5. New York State Fuel Gas Code (IFCG 2015, with NY amendments)
6. New York State Property Maintenance Code (IBC 2015, with NY amendments) 7. New York State Energy Conservation Code (IECC 2015, with NY amendments) 8. New York State Uniform Code
Supplement (2016) 9. National Electric Code (NEC) (NFPA 70, 2017) 10. Americans with Disabilities Act (ADA) (2010 ADA Standards and 2009 ANSI A117.1). B. All Work of this project
shall be subjected to the provisions of all applicable requirements of local utility company regulations. C. If compliance with two (2) or more standards is specified and standards
establish different or conflicting requirements for minimum quantities or quality levels, comply with most stringent requirement. Refer conflicting requirements that are different,
but apparently equal, to Architect for decision before proceeding. D. The Contractor shall be responsible for obtaining and paying for all the required permits, inspections, etc. 1.
The Contractor shall pay all sales, consumer, and use and other similar taxes required by law. 1.6 SAFETY A. The Architect shall not have control or charge of, and shall not be responsible
for, construction means, methods, techniques, sequences, or procedures, for safety precautions and programs in connection with the work, for the acts or omissions of the Contractor,
Subcontractors, or any other persons performing any of the work, or for the failure of any of them to carry out the work in accordance with the contract documents. B. The Owner assumes
no responsibility or liability for the physical condition or safety of the project site or any improvements located on the project site. The Contractor shall be solely responsible for
all job safety during construction including, but not limited to, sheeting, shoring and guying structures, barriers and signage. C. The Contractor shall take reasonable precautions
for the safety of, and shall provide reasonable protection to prevent damage, injury or loss to: GENERAL CONSIDERATIONS STREAM Collaborative Page 3 of 4 U:\2018015 - 327 W. SENECA
ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-0000-GENERAL CONSIDERATIONS.DOCX (PRINTED 6.13.2019) 1. Employees on the job site and other persons who may be affected thereby; 2. The
work and materials and equipment to be incorporated therein, whether in storage on or off the site, under care, custody or control of the Contractor or the Contractor’s Subcontractors
or Subsubcontractors; and 3. Other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks, pavements, roadways, structures and utilities, not designated for removal,
relocation or replacement in the course of construction. D. A minimum of two readily available fire extinguishers shall be at the site at all times. 1.7 EXISTING CONDITIONS A. Contractors
must inform themselves fully of conditions relating to construction project and material required for complete construction of project. Failure to do so shall not relieve a Contractor
of their obligation to furnish all material and labor necessary to carry out the provisions set forth in the Construction Documents. B. The existence and location of underground and
other utilities and construction indicated as existing are not guaranteed. Before beginning site work, investigate and verify existence and location of underground utilities, mechanical
and electrical systems, and other construction affecting the Work. C. Before ordering any materials or doing any Work, the Contractor and each Subcontractor shall verify measurements
at the Project site and shall be responsible for the correctness of such measurements. No extra charge or compensation will be allowed on account of differences between actual dimensions
and the dimensions indicated on the Drawings. D. Prior to performing any work, or ordering materials, the Contractor and each Subcontractor shall examine the applicable conditions
and substrates and correct any unsatisfactory conditions before proceeding with the work. Verify that substrate and base plies/coats are compatible with new work. Notify the Architect
promptly of any modifications required. 1. Work performed over any surface constitutes acceptance of that surface for the specified quality of the work being performed thereon. E.
Should unforeseen conditions be encountered that affect design or function of the project, Contractor shall investigate fully and submit an accurate, detailed report to the Architect
without delay. While awaiting a response, Contractor shall reschedule operations as required to avoid delay of overall project. 1.8 SHUT DOWNS A. Such Work as connections to existing
sewers, plumbing, heating and electric systems, shall be done at a time agreeable to the Owner, and shall be determined and agreed to well in advance of actually doing such Work so
as to interfere as little as possible with the operation and use of existing utilities and services. Shut downs must be coordinated through the designated representative of the Owner.
The continued uninterrupted operation of all utilities and services of the building is essential. If any existing utilities or services must be interrupted, the Contractor shall provide
all necessary temporary utilities, services and connections necessary for maintaining these existing utilities and services at no increase in Contract price except as otherwise specified.
No mechanical, heating, plumbing, sprinkler or electric services shall be interrupted at any time, except as approved in advance by the Owner, with a minimum of 72 hours’ notice from
the Contractor. All communication systems must be maintained without interruption. As much related Work as possible shall be performed prior to shut downs, so as to minimize the period
of shut down. All material and manpower to do the Work involved shall be at the job prior to interruption of services. B. If any of the Work is required to be inspected or approved
by any public authority, the Contractor shall cause such inspection or approval to be performed. 1.9 HAZARDOUS MATERIALS A. The Contractor is responsible for compliance with any requirements
regarding hazardous materials. If the Contractor encounters a hazardous material or substance not addressed in the construction documents, and if reasonable precautions will be inadequate
to prevent foreseeable bodily injury or death to persons resulting from a material or substance, including but not limited to asbestos, lead, mercury, or PCB (polychlorinated biphenyl)
encountered on the site by the Contractor, the Contractor shall, upon recognizing the condition, immediately stop work in the affected area and report the condition to the Owner and
Architect in writing. B. Contractor shall not install any materials containing asbestos, lead, mercury or PCB. 1.10 MEANS AND METHODS A. Insofar as possible, the Contractor carrying
on its work must employ such methods and means as to not cause any interruptions of or interference with the work of any other Contractor. GENERAL CONSIDERATIONS STREAM Collaborative
Page 4 of 4 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-0000-GENERAL CONSIDERATIONS.DOCX (PRINTED 6.13.2019) B. Deliver, store, and handle products using
means and methods that will prevent damage, deterioration, and loss, including theft and vandalism. Comply with manufacturer's written instructions. 1.11 WORKMANSHIP A. Install all
products in accordance with the manufacturer's written instructions and recommendations, and the standards of recognized agencies and associations. 1. Provide all anchors, fasteners,
and accessories required for a complete installation. 2. Allow for thermal expansion/ contraction and building movement. 3. Separate incompatible materials with suitable materials
or spacing. 4. Prevent cathodic corrosion. 5. Protect aluminum surfaces from contact with masonry or other metals. 6. Provide control joints at materials and isolation joints between
materials/structure as indicated and as required by manufacturer or recognized industry standards. B. Install products under appropriate environmental conditions (air temperature,
surface temperature, relative humidity, etc.) To insure quality and durability, maintain proper protection during drying/curing. C. The Contractor’s duties shall also be applicable
to all Sub- and Sub-subcontractors. The Contractor shall make appropriate provisions for this in all agreements with the Contractor’s Subcontractors D. The Contractor is expected to
proceed in a neat, orderly and timely fashion according to the terms of his contract with the Owner. During construction the site must be kept neat and free from unnecessary debris.
E. All electrical work shall be carried out by a licensed electrician. F. All plumbing work shall be carried out by a licensed plumber. G. If a portion of the Work is covered contrary
to the Architect’s request or to requirements specifically expressed in the Contract Documents, it must, if requested in writing by the Architect, be uncovered for the Architect’s examination
and be replaced at the Contractor’s expense. 1.12 INSURANCE A. All Contractors and all Subcontractors shall take out and maintain Workman's Compensation Insurance, and public liability
and property damage insurance, acceptable to the Owner and the authorities having jurisdiction, B. The Owner, Architect, and its consultants shall be named as additional insureds on
Contractor's policy of General Liability Insurance, with Owner, Architect, and consultants issued a full copy of said Insurance Policy from Prime Contractor(s). ***END OF SECTION 01
0000*** ALLOWANCES, UNIT PRICES & ALTERNATES STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-2000-ALLOWANCES, UNIT PRICES
AND ALTERNATES.DOCX (PRINTED 6.13.2019) ALLOWANCES, UNIT PRICES AND ALTERNATES 01 2000 1.1 ALLOWANCES A. The Contractor shall include in the Contract Sum all allowances stated in the
Contract Documents. Allowances shall cover the cost to the Contractor of materials and equipment delivered at the site and all required taxes. B. The costs for unloading and handling
at the site, labor, installation costs, overhead, profit and other expenses shall be in the Contract Sum and not part of the Allowance. C. Whenever costs are more than or less than
allowances, the Contract Sum shall be adjusted accordingly by Change Order. D. Allowances for this project include: 1. Ceramic tile (see Section 09 3000) 2. Resilient tile flooring
(see Section 09 6519) 3. Tile carpeting (see Section 09 6813) 4. Toilet, bath and laundry accessories (see Section 10 2800) 5. Residential appliances (see Section 11 3100) 6.
Casework (see Section 12 3200) 1.2 UNIT PRICES A. A Unit Price is a price per unit of measurement for materials, equipment or services or portion of Work, added to or deducted from
Contract Sum by appropriate modification, if scope of Work or estimated quantities of Work required by Contract Documents are increased or decreased. Unit Prices include all necessary
material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit. B. Unit Prices for this project include: 1. Moisture control system and hydraulic
cement underlayment over concrete slabs, per SF of area. 1.3 ALTERNATES A. An Alternate is amount proposed by Contractor to Owner for certain work defined in construction documents
that may be added to or deducted from their contract amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in products, materials,
equipment, systems or installation methods described in construction documents. B. Alternates in this project include: 1. None. ***END OF SECTION 01 2000*** PRODUCT REQUIREMENTS &
SUBSTITUTIONS STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-2500-PRODUCT REQUIREMENTS AND SUBSTITUTIONS.DOCX (PRINTED 6.13.2019)
PRODUCT REQUIREMENTS AND SUBSTITUTIONS 01 2500 1.1 PRODUCTS A. All materials in this contract shall be new, without defects, and designed to function properly in the condition for
which it is intended. 1. Salvaged or recycled materials may be used only if specifically called for in the construction documents, or if approved in writing by the Architect. B. Any
covered product or material used shall comply with combustion/toxicity tests as found in the New York State Building Code and shall be listed by the Department of State Building Materials
and Finishes Data File. 1. Products covered by such testing requirements include electrical conduit, electric wire insulation, any pipe, duct or thermal insulation and any interior
finish or floor finish. C. Throughout these drawings and specifications particular products and assemblies have been called for (“Basis of Design”). It is the intent of these documents
to describe a particular level of performance or quality of material, not necessarily (unless noted) a particular brand. In many cases Contractors may have experience and familiarity
with different, but equivalent products, assemblies, or methods, the use of which would only benefit the project. The Owner strongly encourages proposals for substitution if it can
be shown that such a substitution is equal in performance, quality and no more costly. It is the Owner’s intent to work as a team with the Contractor to identify and approve the most
cost-effective, highest quality construction. The Contractor should feel free to propose substitutions that are equal in quality, dimension and performance (durability, fire resistance,
moisture resistance, etc.), if such substitutions are more readily available, less expensive, easier to install, etc. If less expensive, Contractor shall offer credit to Owner for
approval by Owner in consultation with Architect. 1. In general, the use of products containing volatile organic compounds (VOCs) or other chemicals known to cause harm to human health,
either during manufacturing or use, and especially in the event of a fire, shall be avoided. Such products include, but are not limited to, vinyl, PVC, PCB, BPA, formaldehyde, etc.
a. Refer to https://living-future.org/declare/declare-about/red-list/ for additional information. D. It is the Contractor's responsibility to select products which comply with the
contract documents and which are compatible with one another, with existing work, and the products selected by other Contractors or Subcontractors. E. Submission of a substitution
request by the Contractor, where permitted on the contract documents, shall constitute a representation by the Contractor that it: 1. has personally investigated the proposed substitute
product and determined that it is equal or superior in all respects to that specified; 2. will provide the same warranty for the substitution that the Contractor would for that specified;
3. certifies that the cost data presented is complete and includes all related costs under this Contract except the Architect's redesign costs, and waives all claims for additional
costs related to the substitution which subsequently become apparent; 4. will coordinate the installation of the accepted substitute, making such changes as may be required for the
Work to be complete in all respects. 5. will reimburse the Owner for additional costs from claims by other Contractors resulting from incorporation of any requested substitution. 6.
will reimburse Owner for additional costs billed by the Architect or its consultants for the review of the substitution request(s), any redesign of the Work of this Contractor or associated
Contractors, additional site visits related to the substitution request and for the Work to prepare Change Directives or Change Orders. F. Any proposed product to be substituted shall
not be purchased or installed by the Contractor without the Architect's review process having been completed and the product accepted by written notification. ***END OF SECTION 01 2500***
SUBMITTAL PROCEDURES STREAM Collaborative Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-3300-SUBMITTAL PROCEDURES.DOCX (PRINTED 6.13.2019) SUBMITTAL
PROCEDURES 01 3300 1.1 SUBMITTALS A. Submittal types vary. They may include Shop Drawings, Samples, Certifications, etc. 1. Samples shall be submitted in duplicate; one set to Architect
and one to Owner, to be kept at job site. 2. Complete and include attached Cover Sheet with every submittal. 3. Submittal filenames shall follow the following format: ##-####-BRIEF
TITLE-01, where ##-#### is the specification section, and 01 (or 02, or 03) indicated first, second or third submittal. a. Examples: 1) 12 3200-KITCHEN CASEWORK SHOP DRAWINGS-01 2)
12 3200-KITCHEN CASEWORK SHOP DRAWINGS-02 3) 12 3200-COUNTERTOPS PRODUCT DATA-01 B. Where necessary, where specifically indicated, or when requested by Architect, the Contractor shall
provide shop drawings and detailed component design as required for the proper fabrication, installation, and coordination with other trades. See Section 01 9999 below for additional
information. 1. Shop drawings: Contractor shall furnish shop drawings for all shop fabricated items and where customarily required, and submit them for review in PDF format. The Contractor
shall be responsible for checking the shop drawings for accuracy, coordination with other trades, and compliance with the contract documents before submitting them for review. 2. Architect's
or Engineer's approval of submittals shall constitute review and approval of the general arrangement of components to comply with the general intent of the construction documents and
in no way relieves the Contractor from its responsibility for compliance with the contract documents, even if such items are not shown on the shop drawings. 3. The Contractor shall
check all dimensions and conditions to insure a proper fit under field conditions and shall make adjustments as required to make parts align. All revisions to shop drawings after the
first submission must be properly identified on subsequent submissions. 4. The Contractor shall perform no portion of the work for which a submittal is required until such submittal
has been reviewed by the Architect. C. The Architect's review of Contractor's submittals shall be limited to an initial submittal and two (2) resubmittals. If the Architect is required
to review additional submittals because the initial submittal and two (2) re-submittals failed to conform to the information given and the design concept expressed in the Contract Documents,
the amount of compensation paid to the Architect by the Owner for additional services shall be deducted from the payments to the Contractor. 1.2 MOCK-UPS A. Mock-Ups are full size physical
assemblies that are constructed on site. Mock-Ups are constructed to verify selections made under Sample submittals; to demonstrate aesthetic effects and, where indicated, qualities
of materials and execution; to review coordination, testing or operation; to show interface between dissimilar materials; and to demonstrate compliance with specified installation tolerances.
Mock-Ups are not Samples. Unless otherwise indicated, approved Mock-Ups establish the standard by which Work is judged. 1. Build Mock-Ups in location and of size indicated or if not
indicated, as directed by Architect. 2. Obtain Architect's written approval of Mock-Ups before starting work, fabrication or construction. 3. Maintain Mock-Ups during construction
in undisturbed condition as standard for judging completed Work. 4. Demolish and remove Mock-Ups when directed by Architect unless otherwise indicated. B. See Section 01 9999 below
for additional information. 1.3 DELEGATED DESIGN A. The contractor shall not be required to provide professional services that constitute the practice of architecture or engineering
unless such services are specifically required by the Construction Documents for a portion of the work, or unless the Contractor needs to provide such services in order to carry out
the Contractor’s responsibilities for construction means, methods, techniques, sequences and procedures. In such cases, the Contractor shall cause such services or certifications to
be provided by a professional acceptable to the Authority Having Jurisdiction, currently licensed in the State of New York, whose signature and seal shall appear on all drawings, calculations,
specifications, shop drawings and other submittals prepared by such professional. The Owner and the Architect shall be entitled to rely upon the adequacy, accuracy and completeness
of the services, certifications and approvals performed or provided by such professionals. SUBMITTAL PROCEDURES STREAM Collaborative Page 2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0
SPECIFICATIONS\2018015-327-01-3300-SUBMITTAL PROCEDURES.DOCX (PRINTED 6.13.2019) B. The Contractor is responsible for the design of the systems listed below, including the preparation
of required drawings and specifications, and coordination with the Construction Documents of this project. The drawings show the general arrangement and extent of the work. 1. Sprinkler
and standpipe systems. 2. Roof trusses. 3. HVAC systems. 4. Plumbing and gas systems. 5. Electrical and fire alarm systems. 1.4 WARRANTIES A. The Contractor agrees to assign to the
Owner at the time of Substantial Completion of the Work, any and all manufacturer’s warranties relating to materials and labor used in the Work and further agrees to perform the Work
in such manner so as to preserve any and all such manufacturer’s warranties. B. Unless otherwise indicated, Contractor is to provide written warranty for a period of one year from the
date of Substantial Completion (not the date of manufacture, delivery or installation). The warranty shall state all work has been completed in conformance with the contract documents,
applicable codes, and enforcing authorities and that all work is free from defects of material and workmanship. This is in addition to and not a limitation to any product manufacturer's
product warranties. ***END OF SECTION 01 3300*** TEMP. FACILITIES & CONTROLS STREAM Collaborative Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-5000-TEMPORAR
Y FACILITIES AND CONTROLS.DOCX (PRINTED 6.13.2019) TEMPORARY FACILITIES AND CONTROLS 01 5000 1.1 USE OF BUILDINGS AND SITE A. Protect existing vegetation, equipment, structures, utilities,
and other improvements at Project site and on adjacent properties, except those indicated to be removed or altered. Repair damage to existing facilities and site. B. Contractor shall
provide the Owner and Architect access to the work in preparation and progress wherever located. C. Contractor shall cooperate with the Owner in making available for the Owner's use,
portions of the completed or partially completed buildings. Such use shall not constitute acceptance thereof. D. Prevent dust, fumes, and odors from entering occupied areas. E. Safe
access to and egress from any building under construction as part of this Contract, or any existing building in which Work is being done under this Contract, shall be maintained and
remain unencumbered by each Contractor in accordance with all applicable codes, rules, and regulations of authorities having jurisdiction on the Work. Contractors and Subcontractors
shall cooperate in maintaining this condition. F. Materials shall not be stored promiscuously about the site or in the building, but shall be carefully stored in areas which will not
interfere with pedestrian traffic nor with access to and egress from adjacent properties and use of the building. 1. When required, off-site storage and its cost are the responsibility
of Contractor. G. Each Contractor shall provide and maintain such temporary Work as may be required for the protection of its finished work where liable to injury. H. Temporary barricades,
tunnels, partitions, fencing and such other structures shall be constructed and maintained by the Contractor as may be necessary to maintain building exits and control access to the
Contractors' work and operations. I. Storage of Hazardous Materials: Use and storage of propane gas, refrigerants, solvents, paints, and other hazardous or dangerous materials shall
be subject to latest codes and regulations applicable in Tompkins County, New York, and the local jurisdiction within which the Project is located; of OSHA ; and any other Federal,
State or local regulatory body requiring more stringent conditions J. If during the construction, public or private property is damaged or destroyed as a consequence of its Work, the
Prime Contractor responsible shall, at its own expense, restore such property to a condition equal to that existing before such damage or injury was done, by repairing, rebuilding or
replacing it, or otherwise making good such damage or destruction in a manner acceptable to the Architect. K. Provide temporary facilities, service utilities, and protection as required
to safely executing all work. 1. Contractor is responsible for providing telephones and toilets for the use of their personnel, unless written approval to use existing facilities is
granted by the Owner. 1. The Contractor shall pay for all temporary utilities for the duration of the project. 2. The Contractor shall pay for all required hookups for the duration
of the project. 1.2 TEMPORARY FACILITIES AND CONTROLS A. Installation and removal of temporary facilities shall be included in the contract. Coordinate timing with Owner and utility
companies. B. Contractor shall pay charges for sewer usage, water, and electric power. C. Provide construction fencing and barriers as required to control traffic (persons and vehicles),
and to protect pedestrians. 1. Provide temporary walkways and traffic signs to protect pedestrians and maintain safe passage along public right of way. D. Install temporary enclosure
around partially completed areas of construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security. Lock entrances
at end of each work day. Provide chain link fencing or other type acceptable to Owner and Architect. E. Provide temporary lighting with local switching that provides adequate illumination
for construction operations, observations, inspections, and traffic conditions. F. Construct and maintain temporary roads and paved areas adequate for construction operations. Provide
dust control treatment that is non-polluting and non-tracking. Reapply treatment as required to minimize dust. G. Dewatering Facilities and Drains: Comply with requirements of authorities
having jurisdiction. Maintain Project site, excavations, and construction free of water. Dispose of rainwater in lawful manner that does not result in flooding Project or adjoining
properties or endanger permanent Work or temporary facilities. TEMP. FACILITIES & CONTROLS STREAM Collaborative Page 2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01
-5000-TEMPORARY FACILITIES AND CONTROLS.DOCX (PRINTED 6.13.2019) H. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of
fire exposures. No less than two. I. Provide temporary heating, cooling, ventilation and humidity control required by construction activities for curing or drying of completed installations
or for protecting installed construction from adverse effects of low temperatures or high humidity. Unless Owner authorizes use of permanent HVAC system, provide vented, self-contained,
liquid propane gas or fuel oil heaters with individual space thermostatic control. 1. Use of gasoline burning space heaters, open flame heaters or salamander type heating units is prohibited.
J. Sanitary Facilities: Unless noted otherwise, provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with requirements of authorities
having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities. ***END OF SECTION 01 5000*** CUTTING AND PATCHING STREAM Collaborative Page
1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-7310-CUTTING AND PATCHING.DOCX (PRINTED 6.13.2019) CUTTING AND PATCHING 01 7310 1.1 DEFINITIONS A. The
word "new" used herein shall mean Work which has been or is to be installed under the terms of the Contract for this project. B. The word "existing" used herein shall mean existing
conditions previous to the award of a Contract for this project. 1.2 CUTTING AND PATCHING A. The Contractor shall be responsible for all cutting, fitting or patching required to complete
the Work or to make its parts fit together properly. All areas requiring cutting, fitting and patching shall be restored to the condition existing prior to the cutting, fitting or patching,
unless noted otherwise in the construction documents. 1. Include all cutting and patching for penetrations through floors, walls ceilings and roofs. 2. Do not cut or notch any structural
members unless approved in writing by Architect. 3. Patching of Work shall match existing adjacent surfaces and shall be disguised completely to hide any trace of patching. B. In order
to eliminate cutting and patching as much as possible, each Prime Contractor shall, during the progress of the Work, provide and set proper sleeves, inserts, etc. as required for new
Work and shall give proper and detailed instructions to others where Work may be affected by their Work, with adequate notice prior to the erection of new Work. Cutting and patching
Work as required to install new Work or remove existing Work shall be done carefully and neatly with as little damage as possible. C. The Contractor shall not damage or endanger any
portion of the Work or fully or partially completed construction of the Owner or separate Contractors by cutting, patching or otherwise altering such construction, or by excavation.
The Contractor shall not cut or otherwise alter such construction except with written consent of the Owner and of such separate contractor; such consent shall not be unreasonably withheld.
D. Cutting and patching of any Work shall be made in such a manner as to not breach any provisions of any guarantee or warranty on existing or new Work. 1.3 PRODUCTS A. Products shall
be selected as required to match adjacent surfaces in type, texture and color. B. Some products, such as concrete, masonry, etc. may not be described separately in these Specifications,
if they are mainly required for Cutting and Patching purposes. ***END OF SECTION 01 7310*** CONSTR. WASTE MANAGEMENT STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST
- VISUM\07.0 SPECIFICATIONS\2018015-327-01-7419-CONSTRUCTION WASTE MANAGEMENT.DOCX (PRINTED 6.13.2019) CONSTRUCTION WASTE MANAGEMENT 01 7419 1.1 CONSTRUCTION WASTE MANAGEMENT A. Practice
efficient waste management in the use of materials in the course of the Work. Use all reasonable means to divert construction and demolition waste from landfills and incinerators.
Facilitate recycling and salvage of materials. B. Provide waste collection containers in sizes adequate to handle waste from construction and demolition operations. Comply with hauling
and disposal regulations of authorities having jurisdiction. C. Contractor(s) shall keep the premises and surrounding areas free from accumulation of waste materials or rubbish caused
by their operations. Do not hold waste materials more than seven (7) days during normal weather or three (3) days if temperature is expected to rise above 80°F. 1. Train workers, subcontractors,
and suppliers on proper waste management procedures. D. Contractor shall remove and legally dispose of all waste materials from the job site. Construction waste includes packaging.
1. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations. 2. Do not bury
or burn waste materials on site. Do not wash waste materials down sewers or into waterways. E. At completion of the work, contractor(s) shall remove waste materials, rubbish, their
tools, construction equipment, machinery and surplus materials from and about the project. ***END OF SECTION 01 7419*** PROJECT CLOSEOUT STREAM Collaborative Page 1 of 1 U:\2018015
- 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-7700-PROJECT CLOSEOUT.DOCX (PRINTED 6.13.2019) PROJECT CLOSEOUT 01 7700 1.1 SUBSTANTIAL COMPLETION PROCEDURES A. Prepare
and submit a list of items to be completed and corrected (Contractor's Punch List). Submit written request for Architect’s and Owner’s final inspection to determine completion of any
Punch List. B. Submit closeout submittals specified in other Sections. C. Submit test/adjust/balance records. Submit operation, emergency, and maintenance manuals for products, systems,
and equipment, in PDF format. 1. Instruct personnel selected by Owner in operation, adjustment, and maintenance of products, equipment, and systems. D. Terminate and remove temporary
facilities from Project site, along with mock-ups, construction tools, and similar elements. E. Complete final cleaning requirements, including touch up painting. F. Make final changeover
of permanent locks and deliver keys to Owner. Include keys for casework and miscellaneous lockable items. 1.2 FINAL COMPLETION PROCEDURES A. Repair or remove and replace defective construction.
B. Employ experienced workers or professional cleaners for final cleaning. 1. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape
development areas, of rubbish, waste material, litter, and other foreign substances. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits.
2. Remove snow and ice to provide safe access to building. 3. Rake grounds that are neither planted nor paved to smooth, even textured surface. 4. Clean exposed exterior and interior
hard surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective
surfaces to their original condition. 5. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and
similar spaces. 6. Sweep concrete floors broom clean in unoccupied spaces. 7. Vacuum carpet and similar soft surfaces, removing debris and excess nap; clean according to manufacturer's
recommendations if visible soil or stains remain. 8. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other noticeable, vision
obscuring materials. Polish mirrors and glass, taking care not to scratch surfaces. 9. Remove labels that are not permanent. 10. Wipe surfaces of mechanical and electrical equipment
and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. Replace disposable air filters and clean permanent air filters. Clean exposed
surfaces of diffusers, registers, and grilles. Retest applicable systems, and leave ready for occupancy. 11. Clean plumbing fixtures to sanitary condition, free of stains, including
stains resulting from water exposure. 12. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. 13. Remove tools, construction equipment, machinery,
and surplus material from Project site. 14. Leave Project clean and ready for occupancy. C. Contractor shall procure final Certificate of Occupancy upon completion of the project and
forward same to the Owner. 1.3 PROJECT RECORD DOCUMENTS (“AS BUILTS”) A. Submit one copy of marked up record prints, and one of specifications. PDF or hard copies (but not a combination).
B. Show changes made by addenda, change orders and other contract modifications. Include catalog cuts if necessary. ***END OF SECTION 01 7700*** MISCELLANEOUS REQUIREMENTS STREAM
Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-9000-MISCELLANEOUS REQUIREMENTS.DOCX (PRINTED 6.13.2019) MISCELLANEOUS REQUIREMENTS
01 9000 1.1 MISCELLANEOUS REQUIREMENTS A. Contractor shall separate all dissimilar metals with vinyl gaskets or a heavy coat of bituminous paint (except where bitumen may react with
caulking or other materials) to prevent corrosive or electrolytic action. B. Each Contractor shall be responsible for all breakage of glass, which has been furnished and installed as
part of the Contract, and existing glass that is broken due to operations of the Contractor or Subcontractors. No matter by whom or what cause glass was broken, the Contractor shall
replace all broken glass before completion and acceptance of the Work. The Contractor may claim damages, if applicable. C. Restoration: If during the construction, public or private
property is damaged or destroyed as a consequence of its Work, the Prime Contractor responsible shall, at its own expense, restore such property to a condition equal to that existing
before such damage or injury was done, by repairing, rebuilding or replacing it, or otherwise making good such damage or destruction in a manner acceptable to the Architect. D. O.S.H.A.:
In addition to all requirements set forth herein all Contractors and subcontractors which perform any Work under this Contract shall fully comply with the provisions of the Federal
Occupational Safety and Health Act of 1970, as amended, and with any rules and regulations pursuant to the Act. This requirement shall apply continuously and not be limited to normal
working hours. The duty of the Architect and the Engineer to conduct construction review of the Contractor's or its subcontractor's performance is not intended to include review of
the adequacy of the Contractor's or its subcontractors' safety measures in, on, or near the construction site or buildings. 1.2 FIRE PROTECTION SYSTEMS A. Contractor shall retain the
services of a professional engineer, currently licensed in the State of New York, to design or review, and stamp, fire suppression sprinkler and standpipe systems. B. Drawings and calculations
shall be submitted to Architect for review and to local Fire Department for approval, within 5 weeks of the start of construction. a. Extend sprinkler system to exterior areas, such
as balconies and above windows, as required by Code. Consult architect prior to submitting shop drawings. 1.3 ENERGY CODE COMPLIANCE A. This project is a low-rise residential building
(3 stories). Therefore, while subject to the requirements of the 2015 IBC (and not the IRC), it must comply will all the “residential” provisions of the IECC, including a blower door
test. A copy of the REScheck Report is attached. ***END OF SECTION 01 9000*** REScheck Software Version 4.6.5 Compliance Certificate Project 327 W. Seneca St. Energy Code: 2015 IECC
Location: Ithaca, New York Construction Type: Multi-family Project Type: New Construction Conditioned Floor Area: 2,586 ft2 Glazing Area 10% Climate Zone: 6 (7207 HDD) Permit Date:
Construction Site: 327 W. Seneca St. Ithaca, NY 14850 Owner/Agent: VISUM Development Ithaca, NY 14850 Designer/Contractor: Permit Number: Compliance: Passes using UA trade-off 0.0%
Better Than Code Maximum UA: 685 Your UA: 685 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide
an estimate of energy use or cost relative to a minimum-code home. Compliance: Envelope Assemblies Assembly Gross Area or Perimeter Cavity R-Value Cont. R-Value U-Factor UA Ceiling
1: Flat Ceiling or Scissor Truss 2,586 60.0 0.0 0.024 62 Wall 1: Wood Frame, 16" o.c. 6,132 30.0 0.0 0.049 266 Window 1: Wood Frame:Double Pane with Low-E 603 0.250 151 Door 1: Solid
84 0.600 50 Door 2: Glass 21 0.350 7 Floor 1: Slab-On-Grade:Unheated Insulation depth: 3.0' 215 15.0 0.691 149 Name - Title Signature Date Compliance Statement: The proposed building
design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to
meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: 327 W. Seneca St.
Data filename: C:\Users\Christian\Documents\REScheck\327 West Seneca RESCHECK.rck Page 1 of 9 06/12/19Report date: Contractor shall ensure compliance with all requirements listed below
Christian Nielsen, Senior Architect 6-12-19 Inspection
Checklist Requirements: 37.0% were addressed directly in the REScheck software REScheck Software Version 4.6.5 Text in the "Comments/Assumptions" column is provided by the user in the
REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance
is itemized in a separate table, a reference to that table is provided. Energy Code: 2015 IECC Section # & Req.ID Pre-Inspection/Plan Review Plans Verified Value Field Verified Value
Complies? Comments/Assumptions 103.1, 103.2 [PR1]1 Construction drawings and documentation demonstrate energy code compliance for the building envelope. Thermal envelope represented
on construction documents. Complies Does Not Not Observable Not Applicable Requirement will be met. 103.1, 103.2, 403.7 [PR3]1 Construction drawings and documentation demonstrate energy
code compliance for lighting and mechanical systems. Systems serving multiple dwelling units must demonstrate compliance with the IECC Commercial Provisions. Complies Does Not Not Observable
Not Applicable 302.1, 403.7 [PR2]2 Heating and cooling equipment is sized per ACCA Manual S based on loads calculated per ACCA Manual J or other methods approved by the code official.
Heating: Btu/hr_____ Cooling: Btu/hr_____ Heating: Btu/hr_____ Cooling: Btu/hr_____ Complies Does Not Not Observable Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier
1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 327 W. Seneca St. Data filename: C:\Users\Christian\Documents\REScheck\327 West Seneca RESCHECK.rck Page 2 of 9 06/12/19Report
date: Project is low-rise (3 stories) and may follow residential provisions of IECC Contractor to coordinate with Owner. Section # & Req.ID Foundation Inspection Plans Verified Value
Field Verified Value Complies? Comments/Assumptions 402.1.2 [FO1]1 Slab edge insulation R-value. R-_____ Unheated Heated R-_____ Unheated Heated Complies Does Not Not Observable Not
Applicable See the Envelope Assemblies table for values. 402.1.2 [FO3]1 Slab edge insulation depth/length. _____ ft _____ ft Complies Does Not Not Observable Not Applicable See the
Envelope Assemblies table for values. 303.2.1 [FO11]2 A protective covering is installed to protect exposed exterior insulation and extends a minimum of 6 in. below grade. Complies
Does Not Not Observable Not Applicable Requirement will be met. 403.9 [FO12]2 Snow- and ice-melting system controls installed. Complies Does Not Not Observable Not Applicable Additional
Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 327 W. Seneca St. Data filename: C:\Users\Christian\Documents\REScheck\327
West Seneca RESCHECK.rck Page 3 of 9 06/12/19Report date: See Structural drawings. See Structural drawings. n/a Section # & Req.ID Framing / Rough-In Inspection Plans Verified Value
Field Verified Value Complies? Comments/Assumptions 402.1.1, 402.3.4 [FR1]1 Door U-factor. U-_____ U-_____ Complies Does Not Not Observable Not Applicable See the Envelope Assemblies
table for values. 402.1.1, 402.3.1, 402.3.3, 402.5 [FR2]1 Glazing U-factor (area-weighted average). U-_____ U-_____ Complies Does Not Not Observable Not Applicable See the Envelope
Assemblies table for values. 303.1.3 [FR4]1 U-factors of fenestration products are determined in accordance with the NFRC test procedure or taken from the default table. Complies Does
Not Not Observable Not Applicable Requirement will be met. 402.4.1.1 [FR23]1 Air barrier and thermal barrier installed per manufacturer’s instructions. Complies Does Not Not Observable
Not Applicable Requirement will be met. 402.4.3 [FR20]1 Fenestration that is not site built is listed and labeled as meeting AAMA /WDMA/CSA 101/I.S.2/A440 or has infiltration rates
per NFRC 400 that do not exceed code limits. Complies Does Not Not Observable Not Applicable Requirement will be met. 402.4.5 [FR16]2 IC-rated recessed lighting fixtures sealed at housing/interior
finish and labeled to indicate ≤2.0 cfm leakage at 75 Pa. Complies Does Not Not Observable Not Applicable Exception: Requirement is not applicable. Location on plans/spec: No recessed
fixtures 403.3.1 [FR12]1 Supply and return ducts in attics insulated >= R-8 where duct is >= 3 inches in diameter and >= R-6 where < 3 inches. Supply and return ducts in other portions
of the building insulated >= R-6 for diameter >= 3 inches and R-4.2 for < 3 inches in diameter. Complies Does Not Not Observable Not Applicable 403.3.5 [FR15]3 Building cavities are
not used as ducts or plenums. Complies Does Not Not Observable Not Applicable 403.4 [FR17]2 HVAC piping conveying fluids above 105 ºF or chilled fluids below 55 ºF are insulated to
≥R3. R-_____ R-_____ Complies Does Not Not Observable Not Applicable 403.4.1 [FR24]1 Protection of insulation on HVAC piping. Complies Does Not Not Observable Not Applicable 403.5.3
[FR18]2 Hot water pipes are insulated to ≥R-3. R-_____ R-_____ Complies Does Not Not Observable Not Applicable 403.6 [FR19]2 Automatic or gravity dampers are installed on all outdoor
air intakes and exhausts. Complies Does Not Not Observable Not Applicable Requirement will be met. 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title:
327 W. Seneca St. Data filename: C:\Users\Christian\Documents\REScheck\327 West Seneca RESCHECK.rck Page 4 of 9 06/12/19Report date: Used IECC default value 0.25 See Andersen Windows'
website See Andersen Windows' website n/a n/a Contractor to coordinate with Owner. Contractor to coordinate with Owner. Contractor to coordinate with Owner. Contractor to coordinate
with Owner. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 327 W. Seneca St. Data filename: C:\Users\Christian\Documents\RESche
ck\327 West Seneca RESCHECK.rck Page 5 of 9 06/12/19Report date: Section # & Req.ID Insulation Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions 303.1
[IN13]2 All installed insulation is labeled or the installed R-values provided. Complies Does Not Not Observable Not Applicable Requirement will be met. 402.1.1, 402.2.5, 402.2.6 [IN3]1
Wall insulation R-value. If this is a mass wall with at least ½ of the wall insulation on the wall exterior, the exterior insulation requirement applies (FR10). R-_____ Wood Mass Steel
R-_____ Wood Mass Steel Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 303.2 [IN4]1 Wall insulation is installed per manufacturer’s instructions.
Complies Does Not Not Observable Not Applicable Requirement will be met. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project
Title: 327 W. Seneca St. Data filename: C:\Users\Christian\Documents\REScheck\327 West Seneca RESCHECK.rck Page 6 of 9 06/12/19Report date: Not a mass wall. Section # & Req.ID Final
Inspection Provisions Plans Verified Value Field Verified Value Complies? Comments/Assumptions 402.1.1, 402.2.1, 402.2.2, 402.2.6 [FI1]1 Ceiling insulation R-value. R-_____ Wood Steel
R-_____ Wood Steel Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 303.1.1.1, 303.2 [FI2]1 Ceiling insulation installed per manufacturer’s
instructions. Blown insulation marked every 300 ft². Complies Does Not Not Observable Not Applicable Requirement will be met. 402.2.3 [FI22]2 Vented attics with air permeable insulation
include baffle adjacent to soffit and eave vents that extends over insulation. Complies Does Not Not Observable Not Applicable Requirement will be met. 402.2.4 [FI3]1 Attic access hatch
and door insulation ≥R-value of the adjacent assembly. R-_____ R-_____ Complies Does Not Not Observable Not Applicable Requirement will be met. 402.4.1.2 [FI17]1 Blower door test @
50 Pa. <=5 ach in Climate Zones 1-2, and <=3 ach in Climate Zones 3-8. ACH 50 =_____ ACH 50 =_____ Complies Does Not Not Observable Not Applicable Requirement will be met. 403.3.4 [FI4]1
Duct tightness test result of <=4 cfm/100 ft2 across the system or <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in tests, verification may need to occur during Framing Inspection.
_____ cfm/100 ft2 _____ cfm/100 ft2 Complies Does Not Not Observable Not Applicable 403.3.3 [FI27]1 Ducts are pressure tested to determine air leakage with either: Rough-in test: Total
leakage measured with a pressure differential of 0.1 inch w.g. across the system including the manufacturer’s air handler enclosure if installed at time of test. Postconstruction test:
Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer’s air handler enclosure. _____ cfm/100 ft2 _____ cfm/100 ft2
Complies Does Not Not Observable Not Applicable 403.3.2.1 [FI24]1 Air handler leakage designated by manufacturer at <=2% of design air flow. Complies Does Not Not Observable Not Applicable
403.1.1 [FI9]2 Programmable thermostats installed for control of primary heating and cooling systems and initially set by manufacturer to code specifications. Complies Does Not Not
Observable Not Applicable 403.1.2 [FI10]2 Heat pump thermostat installed on heat pumps. Complies Does Not Not Observable Not Applicable 403.5.1 [FI11]2 Circulating service hot water
systems have automatic or accessible manual controls. Complies Does Not Not Observable Not Applicable 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title:
327 W. Seneca St. Data filename: C:\Users\Christian\Documents\REScheck\327 West Seneca RESCHECK.rck Page 7 of 9 06/12/19Report date: Contractor's responsibility Contractor's responsibility
Contractor's responsibility n/a n/a Section # & Req.ID Final Inspection Provisions Plans Verified Value Field Verified Value Complies? Comments/Assumptions 403.6.1 [FI25]2 All mechanical
ventilation system fans not part of tested and listed HVAC equipment meet efficacy and air flow limits. Complies Does Not Not Observable Not Applicable 403.2 [FI26]2 Hot water boilers
supplying heat through one- or two-pipe heating systems have outdoor setback control to lower boiler water temperature based on outdoor temperature. Complies Does Not Not Observable
Not Applicable 403.5.1.1 [FI28]2 Heated water circulation systems have a circulation pump. The system return pipe is a dedicated return pipe or a cold water supply pipe. Gravity and
thermossyphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically
turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. Complies Does Not Not Observable Not Applicable 403.5.1.2 [FI29]2
Electric heat trace systems comply with IEEE 515.1 or UL 515. Controls automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping.
Complies Does Not Not Observable Not Applicable 403.5.2 [FI30]2 Water distribution systems that have recirculation pumps that pump water from a heated water supply pipe back to the
heated water source through a cold water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the
water entering the cold water piping to 104ºF. Complies Does Not Not Observable Not Applicable 403.5.4 [FI31]2 Drain water heat recovery units tested in accordance with CSA B55.1. Potable
water-side pressure loss of drain water heat recovery units < 3 psi for individual units connected to one or two showers. Potable waterside pressure loss of drain water heat recovery
units < 2 psi for individual units connected to three or more showers. Complies Does Not Not Observable Not Applicable 404.1 [FI6]1 75% of lamps in permanent fixtures or 75% of permanent
fixtures have high efficacy lamps. Does not apply to low-voltage lighting. Complies Does Not Not Observable Not Applicable 404.1.1 [FI23]3 Fuel gas lighting systems have no continuous
pilot light. Complies Does Not Not Observable Not Applicable 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 327 W. Seneca St. Data filename: C:\Users\Christian\
Documents\REScheck\327 West Seneca RESCHECK.rck Page 8 of 9 06/12/19Report date: Contractor's responsibility n/a Section # & Req.ID Final Inspection Provisions Plans Verified Value Field
Verified Value Complies? Comments/Assumptions 401.3 [FI7]2 Compliance certificate posted. Complies Does Not Not Observable Not Applicable Requirement will be met. 303.3 [FI18]3 Manufacturer
manuals for mechanical and water heating systems have been provided. Complies Does Not Not Observable Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium
Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 327 W. Seneca St. Data filename: C:\Users\Christian\Documents\REScheck\327 West Seneca RESCHECK.rck Page 9 of 9 06/12/19Report date:
Contractor's responsibility Contractor's responsibility 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value 30.00Above-Grade Wall 0.00Below-Grade Wall 15.00Floor 60.00Ceiling
/ Roof _______Ductwork (unconditioned spaces): Glass & Door Rating SHGC U-Factor 0.25Window 0.60Door Heating & Cooling Equipment Efficiency _______Heating System:_________________________
_______Cooling System:_________________________ _______Water Heater:___________________________ Name: Date: Comments GEN. REQUIREMENTS SCHEDULE STREAM Collaborative Page 1 of 2 U:\2018015
- 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-9999A-GENERAL REQUIREMENTS SCHEDULE.DOCX (PRINTED 6.13.2019) GENERAL REQUIREMENTS SCHEDULE 01 9999 1.1 PURPOSE A. The following
schedule lists the types of submittals and similar requirements expected for this project. The Architect or the Owner may request additional documentation or samples, at no additional
cost to the project. B. All product warranties shall be submitted, and shall start on the date of Substantial Completion (not the date of manufacture, purchase or installation). C.
Delegated Design submittals shall be signed and stamped by a professional engineer currently licensed in the State of New York. Section Item Prod. Data Samples Shop Dwgs Certificates
MockUp Del. Des. Comments 03 3000a Cast-in-place concrete A B yes Submit concrete mixes 03 3000b Under-slab vapor retarder A B 03 5416 Hydraulic cement underlayment A B yes
05 5000 Metal fabrications A B yes Canopy shop drawings 05 5213 Pipe and tube railings A B yes 06 1000 Rough carpentry A B yes 06 1600 Sheathing A B yes 06 1700 Shop-fabricated
structural wood A B yes yes Submit framing plans 06 1753 Shop-fabricated wood trusses A B yes yes Submit framing plans 06 2000 Finish carpentry A B C 06 4300 Wood stairs
and railings A B yes 07 2100 Thermal insulation A B 07 2401 Direct-applied exterior finish system and trim A B C yes yes Show shapes of EPS trim 07 3113 Asphalt shingles
A B C 07 4602 Fiber-cement siding and trim A B C yes 07 6200 Sheet metal flashing and trim A B C yes 07 7100 Roof specialties A B 07 8413 Penetration firestopping
A B C 07 9200 Joint sealants A B C 08 1115 Hollow metal doors and frames A B 08 1600 Pre-hung molded composite doors A B 08 1700 FRP/aluminum doors A B C 08
3113 Access doors and frames A B 08 3313 Fire rated shutters A B C yes yes 08 5400 Windows A B C 08 7100 Door hardware A B C 08 8000 Glazing A B 09 2900 Gypsum
board A B 09 6513 Resilient base and accessories A B C 09 6519 Resilient tile flooring To be selected by Owner 09 6813 Tile carpeting To be selected by Owner 09
9100 Painting A B C 10 1400 Signage A B C 10 2800 Residential bathroom accessories To be selected by Owner 10 4400 Fire extinguishers A B 10 5500 Postal specialties
A B 10 7316 Aluminum canopies A B 10 9999 Miscellaneous specialties A B 11 3100 Residential appliances To be selected by Owner 12 3200 Residential casework
To be selected by Owner 22 Plumbing A B yes Sprinkler System yes yes yes Fire Department Connections yes yes yes 23 HVAC yes B yes yes 26 Electrical yes B yes yes
GEN. REQUIREMENTS SCHEDULE STREAM Collaborative Page 2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-9999A-GENERAL REQUIREMENTS SCHEDULE.DOCX (PRINTED
6.13.2019) Section Item Prod. Data Samples Shop Dwgs Certificates MockUp Del. Des. Comments Fire Alarm System yes yes yes 31 Earthwork A B 32 Exterior improvements A B
33 Utilities A B NOTES: A: Product data is not required if contractor states in writing that they will use the Basis of Design product. B: Samples only if specifically requested
by Architect. C: Samples for color and texture selection only. ***END OF SECTION 01 9999*** Submittals Cover Sheet follows. Submittals Cover Sheet SUBMITTALS COVER SHEET STREAM
Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-01-9999B-SUBMITTALS COVER SHEET.DOCX (PRINTED 6.13.2019) ARCHITECT: STREAM COLLABORATIVE
architecture + landscape architecture dpc Ithaca, NY 14850 CONTRACTOR: SUBCONTRACTOR / SUPPLIER: CONTRACTOR’S CERTIFICATION I CERTIFY THAT THIS SUBMITTAL HAS BEEN REVIEWED
BY THE CONTRACTOR PRIOR TO SENDING TO ARCHITECT. Date: By: CONTRACTOR’S COMMENTS: SUBMITTAL DATE: SUBMITTAL No.: SUBMITTAL TYPE
(CHECK ONE): Product Data Shop Drawing Sample Color Chart Warranty Certification Other CHECK FOLLOWING AS APPLICABLE: 01 - First submission 02 - Second submission
03 - Third submission Substitution SPECIFICATION SECTION: PRODUCT: MANUFACTURER: ARCHITECT’S COMMENTS: STRUCTURE DEMOLITION STREAM Collaborative Page 1 of 2 U:\2018015
- 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-02-4116-STRUCTURE DEMOLITION.DOCX (PRINTED 6.13.2019) STRUCTURE DEMOLITION 02 4166 PART 1 - GENERAL 1.1 GENERAL A. Drawings
and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes:
1. Demolition and removal of buildings and site improvements. 2. Abandoning in-place or removing below-grade construction. 3. Disconnecting, capping or sealing, and abandoning in-place
or removing site utilities. B. Unless otherwise indicated, demolition waste becomes property of Contractor. 1.3 SUBMITTALS A. Proposed Protection Measures: Submit informational report,
including Drawings, that indicates the measures proposed for protecting individuals and property, for environmental protection, for dust control and for noise control. Indicate proposed
locations and construction of barriers. 1. Adjacent Buildings: Detail special measures proposed to protect adjacent buildings to remain, including means of egress from those buildings.
1.4 PROJECT CONDITIONS A. Buildings immediately adjacent to demolition area will be occupied. Conduct building demolition so operations of occupied buildings will not be disrupted.
1. Provide not less than 72 hours' notice of activities that will affect operations of adjacent occupied buildings. 2. Maintain access to existing walkways, exits, and other facilities
used by occupants of adjacent buildings. a. Do not close or obstruct walkways, exits, or other facilities used by occupants of adjacent buildings without written permission from authorities
having jurisdiction. B. Owner assumes no responsibility for buildings and structures to be demolished. C. Hazardous Materials: It is not expected that hazardous materials will be encountered
in the Work. 1. If suspected hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate
contract. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 EXAMINATION AND PREPARATION A. Existing Utilities: Locate, identify, disconnect, and seal or cap off indicated utilities
serving buildings and structures to be demolished. 1. If removal, relocation, or abandonment of utility services will affect adjacent occupied buildings, then provide temporary utilities
that bypass buildings and structures to be demolished and that maintain continuity of service to other buildings and structures. 2. Cut off pipe or conduit a minimum of 24 inches below
grade. Cap, valve, or plug and seal remaining portion of pipe or conduit after bypassing according to requirements of authorities having jurisdiction. B. Verify that utilities have
been disconnected and capped before starting demolition operations. C. Temporary Protection: Erect temporary protection, such as walks, fences, railings, canopies, and covered passageways,
where required by authorities having jurisdiction and as indicated. Protect adjacent buildings and facilities from damage due to demolition activities. 1. Protect existing site improvements,
appurtenances, and landscaping to remain. 2. Erect a plainly visible fence around drip line of individual trees or around perimeter drip line of groups of trees to remain. 3. Provide
temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. 4. Provide protection to ensure safe passage
of people around building demolition area and to and from occupied portions of adjacent buildings and structures. STRUCTURE DEMOLITION STREAM Collaborative Page 2 of 2 U:\2018015
- 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-02-4116-STRUCTURE DEMOLITION.DOCX (PRINTED 6.13.2019) 3.2 DEMOLITION, GENERAL A. Demolish indicated buildings and site improvements
completely. Use methods required to complete the Work within limitations of governing regulations and as follows: 1. Do not use cutting torches until work area is cleared of flammable
materials. Maintain portable firesuppression devices during flame-cutting operations. 2. Maintain fire watch during and a minimum of thirty (30) minutes after flame cutting operations
in accordance with current Fire Code of New York State; § 2604.2 - Fire Watch. Code Enforcement Officer or responsible manager representing Owner may extend time period based on hazards
being performed. 3. Maintain adequate ventilation if and when using cutting torches. 4. Locate building demolition equipment and remove debris and materials so as not to impose excessive
loads on supporting walls, floors, or framing. B. Below-Grade Construction and Utilities: Demolish foundation walls, unnecessary utilities and other belowgrade construction that are
within footprint of new construction and extending 5 feet outside footprint indicated for new construction. Abandon below-grade construction and utilities outside this area. 1. Remove
below-grade construction, including utilities, basements, foundation walls, and footings, to at least 12 inches below grade. C. Site Grading: Uniformly rough grade area of demolished
construction to a smooth surface, free from irregular surface changes. Provide a smooth transition between adjacent existing grades and new grades. 3.3 DISPOSAL OF DEMOLISHED MATERIALS
A. Remove demolition waste materials from Project site and legally dispose of them in an approved landfill acceptable to authorities having jurisdiction. 1. Do not allow demolished
materials to accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. B. Do not burn demolished materials. 3.4 CLEANING
A. Clean adjacent structures and improvements of dust, dirt, and debris caused by building demolition operations. Return adjacent areas to condition existing before building demolition
operations began. 1. Clean roadways of debris caused by debris transport. ***END OF SECTION 02 4166*** HYDRAULIC CEMENT UNDERLAYMENT STREAM Collaborative Page 1 of 1 U:\2018015 -
327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-03-5416-HYDRAULIC CEMENT UNDERLAYMENT.DOCX (PRINTED 6.13.2019) HYDRAULIC CEMENT UNDERLAYMENT 03 5416 PART 1 - GENERAL 1.1 GENERAL
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are
based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval
by Architect. 1.2 SUMMARY A. Section includes moisture control system and hydraulic-cement-based, polymer-modified, self-leveling underlayment for application below interior floor coverings.
1. Environmental Limitations: Comply with manufacturer's written instructions for substrate temperature, ventilation, ambient temperature and humidity, and other conditions affecting
underlayment performance. 2. Coordinate application of underlayment with requirements of floor-covering products and adhesives, to ensure compatibility of products. B. Provide a unit
price per square foot to add this system if required by finish flooring manufacturers to control moisture in concrete slab substrates. See Section 01 2000. 1.3 SUBMITTALS A. Product
Data: For each type of product indicated. B. Written certification from finish flooring manufacturers that underlayment system will preserve their own warranties. PART 2 - PRODUCTS
2.1 HYDRAULIC-CEMENT-BASED UNDERLAYMENTS A. Moisture Control System: Provide system formulated to suppress excessive moisture vapor emissions where the level from the slab exceeds the
maximum allowed by the manufacturer of the finished floor covering. 1. Basis of Design: MC Rapid by Ardex. B. Underlayment: Hydraulic-cement-based, polymer-modified, self-leveling
product that can be applied in minimum uniform thickness of ¼ inch and that can be feathered at edges to match adjacent floor elevations 1. Basis of Design: K-15 self-leveling underlayment
by Ardex. PART 3 - EXECUTION 3.1 INSTALLATION A. Strictly follow manufacturer's written instructions. ***END OF SECTION 03 5416*** METAL FABRICATIONS STREAM Collaborative Page 1 of
1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-05-5000-METAL FABRICATIONS.DOCX (PRINTED 6.13.2019) METAL FABRICATIONS 05 5000 PART 1 - GENERAL 1.1 GENERAL A.
Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are
based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval
by Architect. 1.2 SUMMARY A. Section Includes: 1. Shop fabricated metal components. 2. Steel framing and supports for applications where they are not specified in other Sections or
Drawings. B. Unless more stringent requirements are called for in drawings, the following shall apply: 1. Welding procedures and personnel according to AWS D1.1, "Structural Welding
Code - Steel." 1.3 SUBMITTALS A. Shop Drawings: Show fabrication and installation details. Include plans, elevations, sections, and details of metal fabrications and their connections.
Show anchorage and accessory items. Provide Shop Drawings for the following: 1. Steel framing and supports for mechanical and electrical equipment. 2. Steel framing and supports for
applications where framing and supports are not specified in other Sections PART 2 - PRODUCTS 2.1 METALS A. Provide materials with smooth, flat surfaces unless otherwise indicated.
For metal fabrications exposed to view in the completed Work, provide materials without seam marks, roller marks, rolled trade names, or blemishes. 2.2 MISCELLANEOUS MATERIALS A. Unless
otherwise indicated, provide Type 304 stainless-steel fasteners for exterior use. B. Paint: 1. Shop Primer: Primer formulated for exterior use over metal and compatible with finish
paint systems indicated. 2. Powder coating. 3. Repair Paint: Paint complying with SSPC-Paint 20 and compatible with paints specified to be used over it. PART 3 - EXECUTION 3.1 INSTALLATION
A. Field Measurements: Verify actual locations of walls and other construction contiguous with metal fabrications by field measurements before fabrication. B. Form exposed connections
with hairline joints, flush and smooth, using concealed fasteners or welds where possible. C. Touchup Painting: Immediately after erection, clean field welds, bolted connections, and
abraded areas. Paint uncoated and abraded areas with the same material as used for shop painting to comply with SSPC-PA 1 for touching up shop-painted surfaces. ***END OF SECTION 05
5000*** PIPE AND TUBE RAILINGS STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-05-5213-PIPE AND TUBE RAILINGS.DOCX (PRINTED
6.13.2019) PIPE AND TUBE RAILINGS 05 5213 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division
01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different
products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: 1. Painted steel pipe and tube railings. B. Comply with requirements
of Section 05 5000, and the following. C. Structural Performance: Railings shall withstand the effects of gravity loads and the following loads and stresses within limits and under
conditions indicated: 1. Handrails and Top Rails of Guards: a. Uniform load of 50 lbf applied in any direction. b. Concentrated load of 200 lbf applied in any direction. c. Uniform
and concentrated loads need not be assumed to act concurrently. D. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating metals and other materials
from direct contact with incompatible materials. E. Provide galvanized finish for exterior installations and where indicated. 1.3 SUBMITTALS A. Shop Drawings: Include plans, elevations,
sections, details, and attachments to other work. PART 2 - PRODUCTS 2.1 PIPE A. ASTM A 53, Type F or Type S, Grade A, Standard Weight (Schedule 40), unless another grade and weight
are required by structural loads. 1. 1½” outside diameter, U.N.O. 2.2 TUBE A. ASTM A 500 (cold formed) or ASTM A 513. 1. 1½” outside diameter, U.N.O. 2.3 MISCELLANEOUS A. Primers and
paints specified in Division 09. PART 3 - EXECUTION 3.1 GENERAL A. Assemble railings in the shop to greatest extent possible to minimize field splicing and assembly. Disassemble units
only as necessary for shipping and handling limitations. B. Fabricate connections that will be exposed to weather in a manner to exclude water. Provide weep holes where water may
accumulate. C. Verify that blocking has been installed within walls to support specified loads and to prevent bracket or fitting rotation and crushing of substrate D. Provide brackets
with 1½-inch clearance from inside face of handrail and finished wall surface. Locate brackets as indicated or, if not indicated, at spacing required to support structural loads. E.
Provide wall returns at ends of wall-mounted handrails unless otherwise indicated. Close ends of returns unless clearance between end of rail and wall is ¼-inch or less. ***END OF
SECTION 05 5213*** ROUGH CARPENTRY STREAM Collaborative Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-06-1000-ROUGH CARPENTRY.DOCX (PRINTED 6.13.2019)
ROUGH CARPENTRY 06 1000 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification
Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated
in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section Includes: 1. Framing with dimension lumber. 2. Wood blocking and nailers. 3. Wood furring. 4.
Plywood panels. B. Unless more stringent requirements are called for in drawings, such as framing plans and door/window schedules, the following shall apply. C. Refer to Structural
Drawings for additional requirements and submittals. In case of discrepancies, Structural Drawings and Notes take precedence. 1.3 SUBMITTALS A. Product Data: For each type of process
and factory-fabricated product, including: 1. Wood preservative treatment. 2. Fire-retardant treatment. 3. Waterborne treatment. 4. Include copies of warranties from chemical treatment
manufacturers for each type of treatment. B. Shop drawings: For stairs, showing plans, sections and details. C. Additional submittals listed on Structural Drawings, including Delegated
Design. PART 2 - PRODUCTS 2.1 GENERAL A. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber. 1. Provide dressed lumber, S4S, unless
otherwise indicated. 2. Maximum Moisture Content of Lumber: 15 percent, unless otherwise indicated. 2.2 TREATED LUMBER A. Pressure Treated: Preservative chemicals acceptable to authorities
having jurisdiction and containing no arsenic or chromium 1. Treat items indicated on Drawings, and the following: a. Members in connection with roofing, flashing, vapor barriers, and
waterproofing. b. Members in contact with masonry or concrete. c. Wood framing and furring attached directly to the interior of below-grade exterior masonry or concrete walls, and as
shown on drawings. d. Wood framing members that are less than 18 inches above the ground in crawlspaces or unexcavated areas. e. Furring strips that are part of a rainscreen system.
B. Fire-retardant treated: use materials that are acceptable to authorities having jurisdiction, and with fire-testresponse characteristics specified as determined by testing identical
products per test method indicated by a qualified testing agency. 1. Provide products with a flame spread index of 25 or less when tested according to ASTM E 84. 2. Treat items indicated
on Drawings, and the following: a. Concealed blocking. b. Framing for non-load-bearing partitions. c. Roof construction. d. Plywood panels. ROUGH CARPENTRY STREAM Collaborative Page
2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-06-1000-ROUGH CARPENTRY.DOCX (PRINTED 6.13.2019) C. Water-Repellent treated: NWWDA-tested and -accepted
formulation containing 3-iodo-2-propynyl butyl carbamate, combined with an insecticide containing chloropyrifos as its active ingredient. 2.3 DIMENSION LUMBER FRAMING A. Bearing walls
and partitions: as shown on Drawings. B. Non-load-bearing interior partitions: No. 2 grade or better, SPF, new, sound and square. C. Exposed framing: Provide material hand-selected
for uniformity of appearance and freedom from characteristics, on exposed surfaces and edges, that would impair finish appearance, including decay, honeycomb, knot-holes, shake, splits,
torn grain, and wane. 2.4 FASTENERS A. Where rough carpentry is exposed to weather, in ground contact, pressure-preservative treated, or in area of high relative humidity, provide fasteners
with hot-dip zinc coating complying with ASTM A 153 or Type 304 stainless steel. 2.5 MISCELLANEOUS MATERIALS A. Sill-Sealer Gaskets: Closed-cell neoprene foam, ¼-inch thick, selected
from manufacturer's standard widths to suit width of sill members indicated. B. Adhesives shall be low VOC, approved in writing by manufacturers for intended use. PART 3 - EXECUTION
3.1 GENERAL A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry to other construction; scribe and cope as needed
for accurate fit. B. All conventionally framed joists, headers and beams bearing on each other in the same plane shall be fastened to each other with the single, double or triple
hanger recommended by manufacturer, installed to manufacturer’s instructions. C. Provide blocking and framing as indicated, and as required to support facing materials, fixtures, specialty
items, handrails, grab bars, future grab bars, wall cabinets and trim. D. Where wood-preservative-treated lumber is installed adjacent to metal, install continuous flexible flashing
separator between wood and metal. 3.2 FIRE BLOCKING A. Provide fire blocking in furred spaces, stud spaces, and other concealed cavities as indicated and as follows: 1. Fire block furred
spaces of walls, at each floor level, at ceiling, and at not more than 96 inches o.c. with solid wood blocking or non-combustible materials accurately fitted to close furred spaces.
2. Fire block concealed spaces of wood-framed walls and partitions at each floor level, at ceiling line of top story, and at not more than 96 inches o.c. Where fire blocking is not
inherent in framing system used, provide closely fitted solid wood blocks of same width as framing members and 2-inch nominal- thickness. 3. Fire block concealed spaces between floor
sleepers and stair stringers with same material as sleepers to limit concealed spaces to not more than 100 sq. ft. and to solidly fill space below partitions. 3.3 WALL AND PARTITION
FRAMING INSTALLATION A. General: Provide single bottom plate and double top plates using members of 2-inch nominal thickness whose widths equal that of studs, except single top plate
may be used for non-load-bearing partitions. B. Provide studs of size indicated, spaced 16 inches o.c. unless otherwise indicated. C. Provide continuous horizontal blocking at mid-height
of partitions more than 96 inches high, using members of 2-inch nominal thickness and of same width as wall or partitions. D. Frame openings with multiple studs and headers. Provide
nailed header members of thickness equal to width of studs. Support headers on jamb studs. 1. For non-load-bearing partitions, provide double-jamb studs and headers not less than 4-inch
nominal depth for openings 48 inches and less in width, 6-inch nominal depth for openings 48 to 72 inches in width, 8-inch nominal depth for openings 72 to 120 inches in width, and
not less than 10-inch nominal depth for openings 10 to 12 feet in width. E. For load-bearing walls, provide double-jamb studs for openings 60 inches and less in width, and triple-jamb
studs for wider openings. Provide headers of depth indicated. ***END OF SECTION 06 1000*** SHEATHING STREAM Collaborative Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\201
8015-327-06-1600-SHEATHING.DOCX (PRINTED 6.13.2019) SHEATHING 06 1600 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged
to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: 1. Wall sheathing. 2. Roof sheathing. 3.
Subflooring / underlayment. B. Refer to Section 09 2900 for cementitious panels to receive direct-applied exterior finish system specified in Section 07 2401. 1.3 SUBMITTALS A. Product
Data: For each type of product, including: 1. Wood preservative treatment. 2. Fire-retardant treatment. 3. Waterborne treatment 4. Include copies of warranties from chemical treatment
manufacturers for each type of treatment. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Fire-Test-Response Characteristics: For assemblies with fire-resistance ratings, provide
materials and construction identical to those of assemblies tested for fire resistance per ASTM E 119 by a testing and inspecting agency acceptable to authorities having jurisdiction.
2.2 PLYWOOD SHEATHING A. DOC PS 1, Exterior, Structural I sheathing. 1. Preservative Treatment by Pressure Process: AWPA U1; Use Category UC3b for exterior construction not in contact
with the ground, and Use Category UC4a for items in contact with the ground. a. Chemicals acceptable to authorities having jurisdiction and containing no arsenic or chromium. b. Treat
items indicated on Drawings and plywood in contact with masonry or concrete or used with roofing, flashing, vapor barriers, and waterproofing. 2. Fire-Retardant-Treated Plywood by Pressure
Process: Products with a flame-spread index of 25 or less when tested according to ASTM E 84. a. Use treatment that does not promote corrosion of metal fasteners. b. Identify plywood
with appropriate classification marking of qualified testing agency. c. Treat all plywood unless otherwise indicated. 2.3 COMBINATION OSB SHEATHING/MOISTURE/AIR BARRIER A. Exposure
1 OSB sheathing with factory-laminated water-resistive barrier facer. 1. Provide manufacturer-approved fasteners, tape, sealants and flashing membranes. 2. Basis of Design: ‘ZIP’ sheathing
products manufactured by Huber Engineered Woods LLC (www.zipsystem.com). B. Walls: 7/16” panels. C. Roof: ⅝” panels. SHEATHING STREAM Collaborative Page 2 of 2 U:\2018015 -
327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-06-1600-SHEATHING.DOCX (PRINTED 6.13.2019) 2.4 FIRE-RATED OSB WALL AND ROOF SHEATHING A. Oriented-Strand-Board Roof Sheathing:
DOC PS 2, Exposure 1, Structural I sheathing, with fire-resistant coating (Flame Spread of less than 25 and Smoke Developed Index of less than 100 when tested according to ASTM E84).
1. Basis of Design: FlameBlock by Louisiana Pacific Corporation (https://lpcorp.com/products/panelssheathing/fire-rated-osb/) . a. Coating on one side. 2.5 MAGNESIUM OXIDE PANEL SHEATHING
A. At exterior walls required to be fire-rated on both sides (east walls in this project), provide ½” thick magnesium oxide panels by ExtremeGreen (www.extremegreenbp.com) or Magnum
Board (www.magnumbp.com) 1. Structurally rated 2. Non-combustible and fire rated, with zero flame spread and zero smoke developed ratings 3. Inorganic, mold and pest resistant 4. Water
resistant, impervious to water 5. Use manufactured-approved screws (not nails), tapes and accessories. 6. Provide galvanized steel (not vinyl) corner beads and similar accessories.
2.6 SUBFLOORING AND UNDERLAYMENT A. Engineered OSB subfloor: 1. Basis of Design: ‘AdvanTech’ sheathing products (23/32”) (http://www.huberwood.com/advantech/products/advantech-flooring).
PART 3 - EXECUTION 3.1 GENERAL A. Strictly follow manufacturer's written instructions. ***END OF SECTION 06 1600*** SHOP-FABRICATED STRUCTURAL WOOD STREAM Collaborative Page 1 of
2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-06-1700 SHOP-FABRICATED STRUCTURAL WOOD.DOCX (PRINTED 6.13.2019) SHOP-FABRICATED STRUCTURAL WOOD 06 1700 PART
1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for
review and approval by Architect. 1.2 SUMMARY A. Section Includes: 1. Laminated veneer lumber (LVL). 2. Laminated strand lumber (LSL). 3. Prefabricated wood joists (I-Joists). 1.3 PERFORMANCE
REQUIREMENTS A. Live load deflection limit of no more than 1/600 of span. B. Total load deflection limit of no more than 1/360 of span. C. Assembly Fire Resistance Rating (ASTM E119):
Members and connections required of this section are an integral part of required fire resistance assemblies indicated or required by the design. 1.4 SUBMITTALS A. Product Data: Manufacturer's
data sheets on each product to be used. B. Shop Drawings: Provide drawings indicating member type by manufacturer's series, size, location, and connection details. C. Delegated Design
Data: Submit drawings and design calculations signed and sealed by a professional engineer licensed in New York State. D. Test Reports: Upon request provide current structural, fire
and sound test reports from recognized testing laboratories. E. Certificates: Product certificates signed by manufacturer certifying materials comply with specified performance characteristics,
criteria and physical requirements. 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: Having a minimum 10 years’ experience manufacturing components comparable to or exceeding requirements
of project. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Basis of Design: Products by The Weyerhaeuser Company (www.weyerhaeuser.com). 1. Products by LP Building Products are also acceptable
(www.LPCorp.com). 2. Obtain each type of engineered wood product from a single source and from a single manufacturer. 2.2 ACCESSORIES A. Provide engineered connectors, nail and fastener
types and sizes per member manufacturer's details and recommendations. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance
with requirements and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A.
Strictly follow manufacturer’s written instructions. 1. Install engineered wood products in compliance with approved shop drawings. 2. Do not place holes closer to supports than recommended
by manufacturer. SHOP-FABRICATED STRUCTURAL WOOD STREAM Collaborative Page 2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-06-1700 SHOP-FABRICATED STRUCTURAL
WOOD.DOCX (PRINTED 6.13.2019) 3. Do not over cut holes and damage flanges. 4. Do not make holes with hammer unless a knockout is provided for this purpose. 5. Do not hammer on flanges
and damage joist. 6. Do not cut, notch or drill flanges. 7. Do not use 16d or larger nails in flanges. 8. Do not bevel cut joist ends inside edge of bearing. 9. Do not support joist
on web. 10. Do not install visibly damaged joists. B. Allowable holes: 3.3 PROTECTION A. Protect products from damage during remainder of construction activities. ***END OF SECTION
06 1700*** SHOP-FABRICATED WOOD TRUSSES STREAM Collaborative Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-06-1753-SHOP-FABRICATED WOOD TRUSSES.DOCX
(PRINTED 6.13.2019) SHOP-FABRICATED WOOD TRUSSES 06 1753 PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: Product Data, Shop Drawings, structural analysis data signed and sealed
by the qualified professional engineer responsible for their preparation, and ICC-ES evaluation reports for metal plate connectors and metal truss accessories. B. Fabricator Qualifications:
Shop that participates in a recognized quality-assurance program that complies with quality-control procedures in TPI 1 and that involves third-party inspection by an independent testing
and inspecting agency acceptable to Architect and authorities having jurisdiction. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Structural Performance: Provide metal-plate-connected
wood trusses capable of withstanding design loads indicated without exceeding TPI 1 deflection limits. B. Comply with applicable requirements and recommendations of the following publications:
1. TPI 1, "National Design Standard for Metal Plate Connected Wood Truss Construction." 2. TPI DSB, "Recommended Design Specification for Temporary Bracing of Metal Plate Connected
Wood Trusses." 3. TPI BCSI, "Guide to Good Practice for Handling, Installing, Restraining & Bracing Metal Plate Connected Wood Trusses." C. Wood Structural Design Standard: Comply
with applicable requirements in AF&PA's "National Design Specifications for Wood Construction" and its "Supplement." 2.2 MATERIALS A. Lumber: DOC PS 20 and applicable rules of lumber
grading agencies certified by the American Lumber Standards Committee Board of Review, any species, graded visually or mechanically. 1. Provide dry lumber with 15 percent maximum moisture
content at time of dressing. B. Certified Wood: Lumber shall be certified as "FSC Pure" or "FSC Mixed Credit" according to FSC STD-01-001, "FSC Principles and Criteria for Forest Stewardship,"
and to FSC STD-40-004, "FSC Standard for Chain of Custody Certification." C. Connector Plates: TPI 1, fabricated from hot-dip galvanized-steel sheet complying with ASTM A 653; Structural
Steel (SS), high-strength low-alloy steel Type A (HSLAS Type A), or high-strength low-alloy steel Type B (HSLAS Type B); G60 coating designation; and not less than 0.036 inch thick.
D. Metal Framing Anchors: Provide framing anchors made from hot-dip, zinc-coated steel sheet complying with ASTM A 653/A 653M, G60 coating designation. 2.3 FABRICATION A. Assemble
trusses using jigs or other means to ensure uniformity and accuracy of assembly with joints closely fitted. Fabricate wood trusses within manufacturing tolerances in TPI 1. PART 3
- EXECUTION 3.1 INSTALLATION A. Install and brace trusses according to TPI recommendations and as indicated. Install trusses plumb, square, and true to line and securely fasten to
supporting construction. B. Anchor trusses securely at bearing points; use metal truss tie-downs or floor truss hangers as applicable. Install fasteners through each fastener hole
in metal framing anchor. C. Securely connect each truss ply required for forming built-up girder trusses. Anchor trusses to girder trusses. D. Install and fasten permanent bracing
during truss erection and before construction loads are applied. Anchor ends of permanent bracing where terminating at walls or beams. 1. Install bracing to comply with Section 06
1000 "Rough Carpentry." 2. Install and fasten strongback bracing vertically against vertical web of parallel-chord floor trusses at centers indicated. E. Install wood trusses within
installation tolerances in TPI 1. F. Do not alter trusses in field. SHOP-FABRICATED WOOD TRUSSES STREAM Collaborative Page 2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-
327-06-1753-SHOP-FABRICATED WOOD TRUSSES.DOCX (PRINTED 6.13.2019) G. Remove wood trusses that are damaged or do not meet requirements and replace with trusses that do meet requirements.
***END OF SECTION 06 1753*** FINISH CARPENTRY STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-06-2000-FINISH CARPENTRY.DOCX
(PRINTED 6.13.2019) FINISH CARPENTRY 06 2000 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division
01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different
products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: 1. Interior trim, including non-fire-rated interior door frames.
1.3 SUBMITTALS A. Product Data: For each type of process and factory-fabricated product. Indicate component materials, dimensions, profiles, textures, and colors and include construction
and application details. B. Samples: For each type of product involving selection of colors, profiles, or textures. PART 2 - PRODUCTS 2.1 INTERIOR TRIM A. Hardwood Lumber Trim for Transparent
Finish (Clear Finish): 1. Species and Grade: Oak, smooth surface. B. Lumber Trim for Opaque Finish (Painted Finish): 1. Species and Grade: Any, smooth surface. 2.2 APPLICATIONS A.
Window stools: 2x oak with thickened face, eased edges, with clear polyurethane finish. 1. Window heads and jambs shall be made of gypsum board. B. Door casings: 1x4, primed, finger
jointed sides and heads, painted. 1. Provide jamb extensions as required. C. Baseboards: 1x6, primed, finger jointed, painted. PART 3 - EXECUTION 3.1 GENERAL A. Examine substrates,
with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance. B. Examine finish carpentry materials before installation.
Reject materials that are wet, moisture damaged, and mold damaged. C. Proceed with installation only after unsatisfactory conditions have been corrected. D. Install trim with minimum
number of joints practical, using full-length pieces from maximum lengths of lumber available. Do not use pieces less than 24 inches long, except where absolutely necessary. E. Fill
nail holes and apply sealants prior to painting. F. All trim (unless receiving transparent finish) shall be primed, sealed and painted (2 coats). ***END OF SECTION 06 2000*** WOOD
STAIRS & RAILINGS STREAM Collaborative Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-06-4300 WOOD STAIRS AND RAILINGS.DOCX (PRINTED 6.13.2019) WOOD
STAIRS AND RAILINGS 06 4300 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification
Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated
in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section Includes: 1. Wood stairs and railings, including rough carriages for stairs. 2. Shop finishing
of wood stairs and railings. 1.3 SUBMITTALS A. Shop Drawings: Show location of each item, dimensioned plans and elevations, large-scale details, attachment devices, and other components.
B. Samples for Initial Selection: 1. Shop-applied transparent finishes. 2. Shop-applied opaque finishes. 1.4 QUALITY ASSURANCE A. Fabricator Qualifications: Shop that employs skilled
workers who custom fabricate products similar to those required for this Project and whose products have a record of successful in-service performance 1.5 FIELD CONDITIONS A. Field
Measurements: Where wood stairs and railings are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication, and indicate
measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. 1. Locate concealed framing, blocking, and reinforcements that
support woodwork by field measurements before being enclosed, and indicate measurements on Shop Drawings. 1.6 COORDINATION A. Coordinate sizes and locations of framing, blocking, furring,
reinforcements, and other related units of Work specified in other Sections to ensure that wood stairs and railings can be supported and installed as indicated. PART 2 - PRODUCTS 2.1
WOOD STAIRS AND RAILINGS A. Quality Standard: Unless otherwise indicated, comply with the "Architectural Woodwork Standards" for grades of interior architectural woodwork indicated
for construction, finishes, installation, and other requirements. B. Grade: Economy. C. Wood for Opaque Finish: Any closed-grain hardwood except that eastern white pine, sugar pine,
or western white pine may be used for risers, stringers, and moldings. D. Finishes for Stair Parts: As follows: 1. Treads: Rubber. 2. Risers: Painted. 3. Stringers: Painted. 4.
Handrails: Painted. 5. Scotia, Cove, and Other Moldings: Painted. 2.2 MISCELLANEOUS MATERIALS A. Furring, Blocking, Shims, and Hanging Strips: Fire-retardant-treated softwood lumber,
kiln dried to less than 15 percent moisture content. B. Rough Carriages for Stairs: Laminated-veneer lumber, parallel-strand lumber, or solid lumber kiln dried to 19 percent maximum
moisture content. 2x10 nominal size, minimum. 1. Notching: Notch rough carriages to receive treads, risers, and supports; leave at least 3½ inches of effective depth. WOOD STAIRS
& RAILINGS STREAM Collaborative Page 2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-06-4300 WOOD STAIRS AND RAILINGS.DOCX (PRINTED 6.13.2019) 2. Spacing:
At least three framing members for each 36” clear width of stair. C. Anchors: Select material, type, size, and finish required for each substrate for secure anchorage. Provide metal
expansion sleeves or expansion bolts for post-installed anchors. Use nonferrous-metal or hot-dip galvanized anchors and inserts at inside face of exterior walls and at floors. D. Adhesives:
Use low VOC adhesives that do NOT contain urea formaldehyde. 2.3 FABRICATION A. Fabricate wood stairs and railings to dimensions, profiles, and details indicated. Ease edges to radius
indicated for the following: 1. Corners of Solid-Wood (Lumber) Members: 1/16” unless otherwise indicated. B. Complete fabrication, including assembly, finishing, and hardware application,
to maximum extent possible before shipment to Project site. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample
allowance for scribing, trimming, and fitting. C. Cut carriages to accurately fit treads and risers. Glue treads to risers, and glue and nail treads and risers to carriages. PART 3
- EXECUTION 3.1 PREPARATION A. Before installation, condition wood stairs and railings to average prevailing humidity conditions in installation areas. B. Do not proceed with installation
until substrates have been properly prepared and deviations from manufacturer's recommended tolerances are corrected. Prepare surfaces using the methods recommended by the manufacturer
for achieving the best result for the substrate under the project conditions. C. Commencement of installation constitutes acceptance of conditions. 3.2 INSTALLATION A. Stairs: Securely
anchor carriages to supporting substrates. 1. Install fire blocking as required by Code. B. Railings: 1. Wall Rails: Support rails on indicated metal brackets securely fastened to
wall framing. a. Space rail brackets not more than 32” o.c. ***END OF SECTION 06 4300*** THERMAL INSULATION STREAM Collaborative Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0
SPECIFICATIONS\2018015-327-07-2100-THERMAL INSULATION.DOCX (PRINTED 6.13.2019) THERMAL INSULATION 07 2100 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract,
including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience.
Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: 1. Un-faced mineral-wool
blanket insulation (see Division 09 for acoustic insulation). 2. Spray polyurethane foam insulation. 3. Cellulose insulation. 4. Concrete-faced rigid insulation. 5. Sheet vapor retarder.
1.3 SUBMITTALS A. Product Data: For each type of product. B. Submit evidence of conformance with Consumer Products Safety Commission Interim Safety Standard 16 CFR Part 1209 and with
applicable ASTM material standard for the specific type of cellulose insulation. PART 2 - PRODUCTS 2.1 MINERAL-WOOL BLANKET INSULATION A. Un-faced, mineral-wool blanket insulation:
ASTM C 665, Type I (blankets without membrane facing); consisting of fibers. B. Thickness: 3½”, 5½” or 7¼”, according to stud size. C. Flame-spread and smoke-developed indexes of
zero, per ASTM E 84. D. Aged R-value of 4.2 per inch. E. Basis of Design: Provide COMFORTBATT by Rockwool Inc. (www.rockwool.com) 2.2 SPRAY POLYURETHANE FOAM INSULATION A. Closed-cell
polyurethane foam insulation: ASTM C 1029, Type II. Minimum density of 2.2 lb/cu. ft. B. Flame-spread and smoke-developed indexes of no more than 25 and 300, respectively per ASTM
E 84. C. Aged R-value of 7.1 per inch. D. Basis of Design: ProSeal LE by Icynene Inc. (www.icynene.com). 2.3 CELLULOSE INSULATION A. Fiber insulation applied to underside of floor and
roof decking, and to exterior wall and floor cavities. B. Type: Treated cellulose fibers with integral binders. C. Thickness: as required to achieve R-values of 60 at attics. D. Flame-spread
and smoke-developed indexes of no more than 25 and 50, respectively per ASTM E 84. E. Aged (settled) R-value of 3.75 per inch. F. Basis of Design: GreenFiber borate formula insulation.
(www.greenfiber.com). G. Provide netting or retention membranes recommended in writing by insulation manufacturer. 2.4 CONCRETE-FACED RIGID INSULATION A. ASTM C578, closed cell extruded
polystyrene foam. Minimum compressive strength: 35 PSI. Thermal resistance: B. Thickness: 3”. C. Aged R-value of 5 per inch. D. Basis of Design: WallGUARD by T-Clear/FinPan (www.tclear.com)
2.5 MISCELLANEOUS PRODUCTS A. Sheet Vapor Retarder (under concrete slabs): ASTM E 1745, Class A. Include manufacturer's recommended adhesive or pressure-sensitive tape. 1. Basis of
Design: Stego Wrap, 10 mil. THERMAL INSULATION STREAM Collaborative Page 2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-07-2100-THERMAL INSULATION.DOCX
(PRINTED 6.13.2019) B. Provide fasteners, adhesives and miscellaneous accessories recommended in writing by the insulation manufacturer. PART 3 - EXECUTION 3.1 GENERAL A. Strictly follow
manufacturer's written instructions. B. All gaps, pockets, and concealed spaces in the exterior framing shall be filled with insulation, sealed or foamed, to ensure continuous thermal
and air barrier alignment. C. The thickness of blown-in or sprayed roof/ceiling insulation (fiberglass or cellulose) shall be written in inches on markers that are installed at least
one for every 300 square feet throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers
not less than 1 inch in height. Each marker shall face the attic access opening (IECC R303.1.1.1) D. Continuity: at the Architect's or Owner’s discretion, an infrared thermographic
inspection may be required. If the test proves the installation is satisfactory, its cost will be borne by the Owner. If the test shows discontinuity, its cost and the cost of achieving
continuity shall be borne by the contractor. ***END OF SECTION 07 2100*** D.E.F.S. AND TRIM STREAM Collaborative Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-
07-2401-DIRECT-APPLIED EXTERIOR FINISH SYSTEM AND TRIM.DOCX (PRINTED 6.13.2019) DIRECT-APPLIED EXTERIOR FINISH SYSTEM AND TRIM 07 2401 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general
provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis
of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY
A. Section includes: 1. Direct-applied exterior acrylic coating system (DEFS). 2. Water-resistive barrier, base coat with reinforcing mesh, and finish, applied over an exterior cementitious
board. 3. EPS moldings, sills and similar trim. B. Colors have been pre-approved by the Ithaca Planning Board. Substitutions may require an additional review and approval. 1.3 SUBMITTALS
A. Product Data: Include primary and secondary product descriptions, application instructions, performance criteria, and list of sealants approved for use with system. B. Shop Drawings:
Indicate joint layout and dimensions, system penetration details, and termination details. C. Samples: For each exposed product and for each color and texture specified, prepared on
Samples of size to adequately show color. 1.4 MOCKUPS A. Build mockups to demonstrate aesthetic effects, and to set quality standards for materials and execution. Size and location
to be determined by Architect. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Comply with ASTM E 2568 and with the following: 1. Weathertightness: Resistant to water penetration
from exterior. 2. Impact Performance: ASTM E 2568, high impact resistance. 3. Bond Integrity: Free from bond failure within EIFS components or between EIFS and substrates, resulting
from exposure to fire, wind loads, weather, or other in-service conditions. 4. Mildew-resistant finish coat. 2.2 BASIS OF DESIGN A. Textured Acrylic Finishes (TAFS) DS191 by Dryvit
(www.dryvit.com). 1. MD finish system by Dryvit Systems, Inc. or equal by BASF, Sto, or other manufacturers approved by Architect. B. Trim: Pre-coated shapes by Acrocore (www.dryvitshapes.com).
C. Provide primers, sealers, reinforcing meshes, adhesives, flashing, base and finish coats, fasteners and accessories recommended in writing by manufacturer. 1. Finish: 100% acrylic
coating with integral color and texture and formulated with hydrophobic properties. a. Color and texture to be selected by Architect. 2.3 PRODUCTS A. Moisture Barrier: (If required
by system manufacturer): Fluid-applied type; system manufacturer’s standard product, equal to Dryvit Backstop NT. 1. Apply over entire substrate. B. Adhesives and tapes: Type recommended
by system manufacturer. C. Base Coat: Acrylic modified Portland cement, glass fiber reinforced; type recommended by system manufacturer, equal to Dryvit Genesis DM. D. Reinforcing:
Glass fiber mesh, balanced open weave, alkaline resistant, treated for improved bond with coating, tested to ASTM E2098 and classified to EIMA impact classification. D.E.F.S. AND
TRIM STREAM Collaborative Page 2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-07-2401-DIRECT-APPLIED EXTERIOR FINISH SYSTEM AND TRIM.DOCX (PRINTED 6.13.2019)
E. Finish Coat: EIMA Class PB; polymer base, fine texture, equal to Dryvit Sandpebble DPR. 1. Color to be selected by Architect from manufacturer's full color range. 2.4 EPS TRIM A.
Components: 1. Molded, (Expanded) Rigid Cellular Polystyrene Board Insulation (EPS): Comply with ASTM C 578, Type I; and with EIFS manufacturer's requirements for most stringent requirements
for material performance and qualities of insulation, including dimensions and permissible variations, and the following: a. Flame-Spread and Smoke-Developed Indexes: 25 and 450 or
less, respectively, according to ASTM E 84. b. Provide profiles indicated on drawings. Manufacturer’s standard profiles may be acceptable, subject to Architect’s approval. 2. Reinforcing
Mesh: Balanced, alkali-resistant, open-weave, glass-fiber mesh treated for compatibility with other EIFS materials, made from continuous multi-end strands with retained mesh tensile
strength of not less than 120 lbf/in. according to ASTM E 2098. 3. Cementitious coating: 2-coat system (⅛ total thickness), factory applied, with acrylics and synthetic fibers. a.
Color and texture to be selected by Architect. PART 3 - EXECUTION 3.1 GENERAL A. Examine substrates, areas, and conditions, with Installer present, to verify actual locations, dimensions,
and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. Strictly follow manufacturer's written
instructions. 3.2 REPAIR AND CLEANING A. Touch up finish coat as required to obtain uniform texture. B. Replace damaged work which cannot be satisfactorily repaired, restored or cleaned,
to satisfaction of Architect at no cost to Owner. ***END OF SECTION 07 2401*** WEATHER BARRIERS STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015
-327-07-2500-WEATHER BARRIERS.DOCX (PRINTED 6.13.2019) WEATHER BARRIERS 07 2500 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and
Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors
are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: Building wrap and flexible
flashings. 1. Not required over ZIP sheathing. 1.3 SUBMITTALS A. Product Data: For each type of product, including data on air and water-vapor permeance based on testing according
to referenced standards. 1. Provide weather barrier and accessory materials produced by single manufacturer. PART 2 - PRODUCTS 2.1 BUILDING WRAP A. Basis of Design: Tyvek DrainWrap
(textured) by DuPont (www.construction.TYVEK.com). 1. Water-Vapor Permeance: Not less than 50 perms per ASTM E 96, (Procedure B). 2. Air Permeance: Not more than 0.004 cfm/sq. ft.
when tested according to ASTM E 2178. 3. Allowable UV Exposure Time: Not less than three months.] 2.2 MISCELLANEOUS MATERIALS A. Provide flexible flashings, adhesive tapes, primers
and fasteners made (or recommended in writing) by building wrap manufacturer. PART 3 - EXECUTION 3.1 INSTALLATION A. Examine substrates, areas, and conditions, with Installer present,
for compliance with requirements and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. Strictly
follow manufacturer's written instructions. 1. Seal barrier seams, edges, fasteners, and penetrations with tape. 2. Extend barrier into jambs of openings and seal corners with tape.
3. Prime substrates and install flashings as recommended by manufacturer. ***END OF SECTION 07 2500*** ASPHALT SHINGLES STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA
ST - VISUM\07.0 SPECIFICATIONS\2018015-327-07-3113-ASPHALT SHINGLES.DOCX (PRINTED 6.13.2019) ASPHALT SHINGLES 07 3113 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions
of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design”
products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section
Includes: 1. Granule surfaced, algae-resistant, asphalt shingle roofing. Slope 6:12. 2. Moisture shedding underlayment, eaves, valley and ridge protection. 3. Associated metal flashing.
1.3 SUBMITTALS A. Product Data: For each type of product. B. Shop Drawings: Indicate specially configured metal flashing, jointing methods and locations, fastening methods and locations
and installation details as required by project conditions indicated. C. Certificate of Compliance: Provide Certificate of Compliance from an independent laboratory indicating that
the asphalt fiberglass shingles made in normal production meet or exceed the requirements of the following: 1. ASTM E 108/UL 790 Standard Test Methods for Fire Test of Roof Coverings
(Class A Fire Resistance). 2. ASTM D 3161/D 7158/UL 997 Standard Test Method for Wind Resistance of Asphalt Shingles. 1.4 WARRANTY A. Furnish shingle manufacturer’s lifetime limited
warranty for the product listed below. B. In addition, provide manufacturer’s supplemental warranty to cover labor and materials in the event of a material defect for 20 years after
the date of Substantial Completion. Warranty shall cover tearoff, replacement, repair and disposal. PART 2 - PRODUCTS 2.1 ASPHALT SHINGLES A. Basis of Design: CertainTeed “Landmark
AR”, conforming to ASTM D 3018 Type I – Self-Sealing, UL Certification of ASTM D 3462, ASTM D 3161/UL997 110-mph Wind Resistance and UL Class A Fire Resistance, glass fiber mat base,
ceramically colored/UV resistant mineral surface granules across entire face of shingle; algaeresistance; two piece laminate shingle. 1. Color: To be selected by Architect, from manufacturer’s
full range of options. 2.2 SHEET MATERIALS A. Basis of Design: CertainTeed “WinterGuard”; ASTM D1970 sheet barrier of self-adhering rubberized asphalt membrane shingle underlayment
having internal reinforcement and “split” back plastic release film; provide material warranty equal in duration to that of shingles being applied. B. Equal products approved in writing
by the shingle manufacturer. 2.3 MISCELLANEOUS COMPONENTS A. Sheet Flashing: Sheet Flashing: ASTM B 209; 0.025-inch thick aluminum, black Kynar (or equal). B. Fasteners and adhesives
recommended in writing by shingle manufacturer. PART 3 - EXECUTION 3.1 INSTALLATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements
and other conditions affecting performance of the Work. 1. Verify that roof penetrations and plumbing stacks are in place and flashed to deck surfaces. B. Proceed with installation
only after unsatisfactory conditions have been corrected. C. Strictly follow manufacturer's written instructions. ***END OF SECTION 07 3113*** FIBER-CEMENT SIDING & TRIM STREAM Collaborative
Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-07-4602-FIBER-CEMENT SIDING AND TRIM.DOCX (PRINTED 6.13.2019) FIBER-CEMENT SIDING AND TRIM 07 4602
PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this
Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500
(1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: Fiber-cement panel siding, soffits, trim, and miscellaneous components. 1. Trim made of wood composites
(such as LP SmartSide) is also acceptable. B. Colors have been pre-approved by the City of Ithaca Planning Board. Substitutions may require an additional review and approval. 1.3 SUBMITTALS
AND MOCKUPS A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes.
1. Submit data on fasteners and fastening patterns recommended by manufacturer. B. Shop Drawings: Show fastening patterns and relationship to adjacent construction – rainscreen, furring,
flashing, corners, etc. C. Samples: If requested by Architect. D. Build mockups, for approval by Architect, to demonstrate aesthetic effects and set quality standards for fabrication
and installation. Size and location to de determined by Architect. 1. Do not proceed with remaining work until workmanship, color, and sheen are approved in writing by Architect. PART
2 - PRODUCTS 2.1 FIBER-CEMENT SIDING A. General: ASTM C 1186, Type A, Grade II, fiber-cement board, non-combustible when tested according to ASTM E 136; with a flame-spread index of
25 or less and smoke developed index of 5 or less, when tested according to ASTM E 84. B. Basis of Design: Products by James Hardie (www.jameshardie.com). 1. HardiePanel siding. a.
48” wide panels, smooth texture. 1) Provide wood battens as shown on drawings. 2. HardieSoffit panels. a. Perforated soffit panels, 16” or 24” wide, smooth texture. Cut as required.
3. HardieTrim boards. a. Casings, moldings and trim. 1) Smooth boards, 1” thick by width shown on drawings. b. Provide trim and accessories shown on drawings or required, color to match
siding. 1) Provide sealers, adhesives, flashing, fasteners and accessories recommended in writing by manufacturer. PART 3 - EXECUTION 3.1 INSTALLATION A. Examine substrates, areas,
and conditions, with Installer present, for compliance with requirements and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory
conditions have been corrected. C. Strictly follow manufacturer's written instructions. 1. Use fasteners of types and in patterns recommended in writing by manufacturer. 2. Coordinate
with rainscreen and flashing details and specifications. FIBER-CEMENT SIDING & TRIM STREAM Collaborative Page 2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-07-4602-F
IBER-CEMENT SIDING AND TRIM.DOCX (PRINTED 6.13.2019) D. Remove damaged, improperly installed, or otherwise defective materials and replace with new materials complying with specified
requirements. Clean finished surfaces according to manufacturer's written instructions and protect from damage during remainder of construction activities. ***END OF SECTION 07 4602***
SHEET METAL FLASHING & TRIM STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-07-6200-SHEET METAL FLASHING AND TRIM.DOCX (PRINTED
6.13.2019) SHEET METAL FLASHING AND TRIM 07 6200 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different
products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: Formed sheet metal fabrications, including flashing and counterflashing
systems. 1.3 SUBMITTALS A. Shop Drawings: Show locations, types and thicknesses of metal, profiles, dimensions, fastening methods, provisions for expansion and contraction, and joint
details. PART 2 - PRODUCTS 2.1 GENERAL A. Sheet metal flashing and trim assemblies shall withstand wind loads, structural movement, thermally induced movement, and exposure to weather
without failure due to defective manufacture, fabrication, installation, or other defects in construction. Completed sheet metal flashing and trim shall not rattle, leak, or loosen,
and shall remain watertight. B. Sheet Metal Standard for Flashing and Trim: Comply with NRCA's "The NRCA Roofing Manual" and SMACNA's "Architectural Sheet Metal Manual" requirements
for dimensions and profiles shown unless more stringent requirements are indicated. 2.2 MATERIALS A. Aluminum Sheet: ASTM B 209, alloy as standard with manufacturer for finish required,
with temper as required to suit forming operations and performance required; with smooth surface. 1. Finish: Natural finish. B. Provide materials and types of fasteners, solder, protective
coatings, sealants, and other miscellaneous items as required for complete sheet metal flashing and trim installation and as recommended by manufacturer of primary sheet metal. C. Fabricate
components in accordance with SMACNA Manual. PART 3 - EXECUTION 3.1 GENERAL A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and
other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. Strictly follow manufacturer's written
instructions, and SMACNA Manual. 3.2 INSTALLATION A. General: Anchor sheet metal flashing and trim and other components of the Work securely in place, with provisions for thermal and
structural movement. Use fasteners, solder, protective coatings, separators, sealants, and other miscellaneous items as required to complete sheet metal flashing and trim system. B.
Metal Protection: Where dissimilar metals contact each other, or where metal contacts pressure-treated wood or other corrosive substrates, protect against galvanic action or corrosion
by painting contact surfaces with bituminous coating or by other permanent separation as recommended by sheet metal manufacturer or cited sheet metal standard. 1. Coat concealed side
of uncoated-aluminum and stainless-steel sheet metal flashing and trim with bituminous coating where flashing and trim contact wood, ferrous metal, or cementitious construction. 2.
Underlayment: Where installing sheet metal flashing and trim directly on cementitious or wood substrates, install underlayment and cover with slip sheet. 3. Seal joints as required
for watertight construction. ***END OF SECTION 07 6200*** ROOF SPECIALTIES STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-07-7100-ROOF
SPECIALTIES.DOCX (PRINTED 6.13.2019) ROOF SPECIALTIES 07 7100 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions
and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose
different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: 1. Gutters and downspouts. PART 2 - PRODUCTS 2.1
GUTTERS A. Hanging Gutters: Fabricate to cross section shown on drawings, complete with end pieces, outlet tubes, and other accessories as required. Fabricate in minimum 96-inch-
long sections. Furnish flat-stock gutter brackets and gutter spacers and straps fabricated from same metal as gutters, of size recommended by cited sheet metal standard but with thickness
not less than twice the gutter thickness. Fabricate expansion joints, expansion-joint covers, and gutter accessories from same metal as gutters. 1. Aluminum: 0.032 inch thick. 2. Size:
as shown on drawings. B. Downspouts: Rectangular, 3x4 inches downspouts with adapter for 4” diameter boots, complete with mitered elbows. Furnish with metal hangers from same material
as downspouts and anchors. 1. Aluminum: 0.032 inch thick. C. Finish: AAMA 2605 fluoropolymer coating containing minimum 70 percent PVDF resins, three coat system, color to be selected
by Architect from manufacturer's full range of standard options. PART 3 - EXECUTION 3.1 GENERAL A. Examine substrates, areas, and conditions, with Installer present, for compliance
with requirements and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. Strictly follow manufacturer's
written instructions. 3.2 INSTALLATION A. General: Anchor gutters and downspouts and other components of the Work securely in place, with provisions for thermal and structural movement.
Use fasteners, solder, protective coatings, separators, sealants, and other miscellaneous items as required to complete system. B. Metal Protection: Where dissimilar metals contact
each other, or where metal contacts pressure-treated wood or other corrosive substrates, protect against galvanic action or corrosion by painting contact surfaces with bituminous coating
or by other permanent separation as recommended by manufacturer or cited sheet metal standard. 1. Coat concealed side of uncoated-aluminum and stainless-steel sheet metal with bituminous
coating where it contacts wood, ferrous metal, or cementitious construction. 2. Seal joints as required for watertight construction. ***END OF SECTION 07 7100*** PENETRATION FIRESTOPPING
STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-07-8413-PENETRATION FIRESTOPPING.DOCX (PRINTED 6.13.2019) PENETRATION FIRESTOPPING
07 8413 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply
to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section
01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section Includes: 1. Penetrations in fire-resistance-rated walls. 2. Penetrations in horizontal assemblies. 3. Penetrations
in smoke barriers. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. PART 2 - PRODUCTS 2.1 PENETRATION FIRESTOPPING A. Provide penetration firestopping that is produced
and installed to resist spread of fire according to requirements indicated, resist passage of smoke and other gases, and maintain original fire-resistance rating of construction penetrated.
Penetration firestopping systems shall be compatible with one another, with the substrates forming openings, and with penetrating items if any. B. Provide penetration firestopping
with ratings determined per ASTM E 814 or UL 1479, based on testing at a positive pressure differential of 0.01-inch wg. C. Basis of Design: Provide products manufactured by Hilti USA
(www.us.hilti.com), or equals acceptable to the Authority Having Jurisdiction. 1. All products shall be from the same manufacturer, including sealants, foams, putties, metal collars,
mortars, and intumescent products. PART 3 - EXECUTION 3.1 INSTALLATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other
conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. Strictly follow manufacturer's written instructions.
1. Coordinate sizing of sleeves, openings, core-drilled holes, or cut openings to accommodate penetration firestopping. 2. Use masking tape to prevent penetration firestopping from
contacting adjoining surfaces that will remain exposed on completion of the Work and that would otherwise be permanently stained or damaged by such contact or by cleaning methods used
to remove stains. Remove tape as soon as possible without disturbing firestopping's seal with substrates. 3. Do not install penetration firestopping when ambient or substrate temperatures
are outside limits permitted by penetration firestopping manufacturers or when substrates are wet because of rain, frost, condensation, or other causes. ***END OF SECTION 07 8413***
JOINT SEALANTS STREAM Collaborative Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-07-9200-JOINT SEALANTS.DOCX (PRINTED 6.13.2019) JOINT SEALANTS
07 9200 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply
to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section
01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: One-component, silicone and latex joint sealants. 1.3 SUBMITTALS A. Product Data: For each joint-sealant
product indicated. PART 2 - PRODUCTS 2.1 GENERAL A. Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under
conditions of service and application, as demonstrated by joint-sealant manufacturer, based on testing and field experience. B. Colors of exposed joint sealants: As selected by Architect
from manufacturer's full range of options. 2.2 SILICONE JOINT SEALANTS A. Type 1: Single-Component, Non-sag, Non-staining, Neutral-Curing Silicone Joint Sealant: ASTM C 920, Type S,
Grade NS, Class 50, for Use NT. 1. Application: Exterior joints in vertical surfaces, and horizontal non-traffic surfaces, such as exterior precast, masonry, stone, glass block, EIFS,
metal panels, outdoor perimeter of door, window and louver frames. 2. Basis of Design: Pecora Corporation; 864-NST or 895-NST. B. Type 2: Mildew-Resistant, Single-Component, Silicone
Joint Sealant: ASTM C 920, Type S, Grade NS, Class 25, for Use NT. 1. Application: Mildew-resistant interior joints in vertical surfaces and horizontal non-traffic surfaces, such
as around toilet fixtures, areas exposed to food or chemicals, thresholds, floor and wall joints in moist environments. 2. Basis of Design: Pecora Corporation; 898. C. Type 3: Single-Component,
Pourable, Traffic-Grade, Neutral-Curing Silicone Joint Sealant: ASTM C 920, Type S, Grade P, Class 100/50, for Use T. 1. Application: Exterior joints in horizontal traffic surfaces,
such as exterior pavers, tile, steps, sidewalks, typical traffic-bearing concrete, metal and asphalt. 2. Basis of Design: Pecora Corporation; 310 SL. 2.3 LATEX JOINT SEALANTS: A. Type
5: Latex joint sealant: Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP, Grade NF. 1. Application: Interior joints in vertical surfaces, and horizontal non-traffic
surfaces, such as interior face of exterior walls, indoor perimeter of door and window frames, casework, gypsum wall board. 2. Basis of Design: Pecora Corporation; AC-20+Silicone. B.
Type 6: Acoustical, fire rated joint sealant: Manufacturer's standard non-sag, paintable, non-staining latex sealant complying with ASTM C 834. Product effectively reduces airborne
sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E 90. 1. Application: Interior
wall joints, base and top plates, thresholds, MEP penetrations. 2. Basis of Design: Pecora Corporation; AC-20 FTR (fire resistant). JOINT SEALANTS STREAM Collaborative Page 2 of
2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-07-9200-JOINT SEALANTS.DOCX (PRINTED 6.13.2019) 2.4 BACKUP MATERIALS AND ACCESSORIES A. Primers, bond breakers
and solvents recommended in writing by sealant manufacturer. B. ASTM C1330, closed cell polyethylene foam, preformed round joint filler, non-absorbing, non-staining, resilient, compatible
with sealer and primer, recommended by sealer manufacturer for each sealer type. 1. Size: Minimum 1.25 times joint width. PART 3 - EXECUTION 3.1 INSTALLATION A. Examine substrates,
areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory
conditions have been corrected. C. Strictly follow manufacturer's written instructions. D. Do not proceed with installation of joint sealants under the following conditions: 1. When
ambient and substrate temperature conditions are outside limits permitted by joint-sealant manufacturer or are below 40 F. 2. When joint substrates are wet. 3. Where joint widths are
less than those allowed by joint-sealant manufacturer for applications indicated. 4. Where contaminants capable of interfering with adhesion have not yet been removed from joint substrates.
***END OF SECTION 07 9200*** HOLLOW METAL DOORS AND FRAMES STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-08-1100-HOLLOW METAL
DOORS AND FRAMES.DOCX (PRINTED 6.13.2019) HOLLOW METAL DOORS AND FRAMES 08 1100 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and
Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors
are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section Includes: 1. Fire-rated doors. 2. Welded
hollow metal frames. B. Assemblies complying with NFPA 80 "Standard for Fire Doors and Windows", that are listed and labeled by nationally recognized independent testing and inspection
agency acceptable to authorities having jurisdiction, for fire protection ratings indicated, based on testing according to NFPA 252 1.3 SUBMITTALS A. Product Data: For each type of
product, indicating fire rating and construction details. B. Door Schedule – See Section 08 7100. PART 2 - PRODUCTS 2.1 GENERAL A. Obtain hollow-metal work from single source from single
manufacturer. B. Provide “Level 2” doors and frames, according to SDI A250.8. 1. Thickness: 1¾ inches 2. Face: cold-rolled steel sheet, minimum thickness of 0.042 inch, primed for painting.
3. Core: As required to achieve fire rating indicated (or 90 minutes, if not indicated). 4. Frames: Steel sheet, minimum thickness of 0.053 inch, welded, primed for painting. 2.2 BASIS
OF DESIGN A. Provide “Regent” doors by Ceco Door Products (www.cecodoor.com). PART 3 - EXECUTION 3.1 GENERAL A. Hardware Preparation: Factory prepare hollow-metal work to receive
templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to SDI A250.6, the Door Hardware Schedule, and templates. 1. Reinforce doors
and frames to receive non-templated, mortised, and surface-mounted door hardware. 2. Comply with applicable requirements in SDI A250.6 and BHMA A156.115 for preparation of hollow-metal
work for hardware. B. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting
performance of the Work C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Strictly follow manufacturer's written instructions.
B. Fire-Rated Doors: Install doors with clearances according to NFPA 80. ***END OF SECTION 08 1100*** PRE-HUNG MOLDED COMPOSITE DOORS STREAM Collaborative Page 1 of 1 U:\2018015
- 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-08-1600-PRE-HUNG MOLDED COMPOSITE DOORS.DOCX (PRINTED 6.13.2019) PRE-HUNG MOLDED COMPOSITE DOORS 08 1600 PART 1 - GENERAL
1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications
are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval
by Architect. 1.2 SUMMARY A. Section includes: 1. Hollow-core, molded doors, for interior use. 1.3 SUBMITTALS A. Product Data: For each type of product, indicating fire rating and
construction details. B. Door Schedule – See Section 08 7100. PART 2 - PRODUCTS 2.1 GENERAL A. Thickness: 1⅜ inches. B. Width and height as shown on door schedule. C. Core: manufacturer’s
standard. D. Texture: Smooth E. Finish: All exposed surfaces prefinished or primed and painted (contractor’s option) F. Color: White G. Frame: all wood, flat jambs of width required
by various wall thicknesses. H. Hardware: Three hinges preinstalled by manufacturer. Locksets per Section 08 7100. 2.2 BASIS OF DESIGN A. Doors are based on Masonite’s “Logan,” two-panel
craftsman mission style, hollow core doors. PART 3 - EXECUTION 3.1 GENERAL A. Strictly follow manufacturer's written instructions. ***END OF SECTION 08 1600*** FRP/ALUMINUM DOORS
STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-08-1700-FRP+ALUMINUM DOORS.DOCX (PRINTED 6.13.2019) FRP/ALUMINUM DOORS 08 1700
PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this
Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500
(1.1), for review and approval by Architect. 1.2 SUMMARY A. Section Includes: FRP/Aluminum hybrid doors, to be installed in hollow metal frames. 1. 45-minute fire rated. 1.3 SUBMITTALS
A. Product Data: Submit manufacturer’s product data sheets, catalog pages illustrating the products, description of materials, components, fabrication, finishes, installation instructions,
and applicable test reports. B. Submit manufacturer’s shop drawings, including elevations, sections, and details indicating dimensions, tolerances, materials, fabrication, doors, panels,
framing, hardware schedule, and finish. C. Operation and Maintenance Data. 1.4 QUALITY ASSURANCE A. Fabricator Qualifications: Continuously engaged in manufacturing of doors of similar
type to that specified, with a minimum of 25 years concurrent successful experience. B. Door and frame components must be fabricated by same manufacturer. PART 2 - PRODUCTS 2.1 BASIS
OF DESIGN A. Provide SL-20 Sandstone texture FRP/Aluminum hybrid doors by Special-Lite, Inc. (www.special-lite.com). 1. Each leaf 3’-0” wide by 7’-0” high. 1¾” thick. 2. Core: Poured-in-place
polyurethane foam. 3. Face sheet: 0.120” thick, Sandstone texture, FRP sheet, through color to be selected by Architect. a. Interior face shall be Class A. Color may be different from
front face. 4. 1” insulated glass. 5. 6½” top rail, or wider, as required so that closer is not visible from outside. 6. Clear anodized aluminum where exposed. B. All exposed fasteners
shall have a finish to match material being fastened, and be compatible with such material. C. Pre-machine and reinforce doors in accordance with templates from specified hardware manufacturers
and hardware schedule. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas to receive doors. 1. Notify architect of conditions that would adversely affect installation or subsequent
use. 2. Do no proceed with installation until unsatisfactory conditions are corrected. 3.2 INSTALLATION A. Install doors in accordance with manufacturer’s instructions. B. Separate
aluminum from other metal surfaces with bituminous coatings. C. Adjust doors, hinges, and locksets for smooth operation without binding. D. Protect from damage during remainder of construction
activities. ***END OF SECTION 08 1700*** ACCESS DOORS & FRAMES STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-08-3100-ACCESS
DOORS AND FRAMES.DOCX (PRINTED 6.13.2019) ACCESS DOORS AND FRAMES 08 3100 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged
to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: Access doors and frames for walls and ceilings.
1. Flush, with concealed flange. 2. Fire rated, with concealed flange, when installed on a fire-rated wall or ceiling. B. Fire-Rated Access Doors and Frames: Units complying with NFPA
80 that are identical to access door and frame assemblies tested for fire-test-response characteristics according to NFPA 252 and NFPA 288, and that are listed and labeled by UL or
another testing and inspecting agency acceptable to authorities having jurisdiction C. Sizes recommended by MEP subcontractors. 1. Provide a 24-inch by 48-inch (minimum clear) access
door to attic. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. PART 2 - PRODUCTS 2.1 BASIS OF DESIGN A. Provide products by Milcor, Inc. (www.milcorinc.com) or
equal approved by Architect: 1. Architectural grade flush door, Model M. a. 16 ga. one-piece frame, with gypsum board bead. b. 20 ga. door panel. c. Concealed hinges. d. Primed for
painting in the field. 2. Fire-rated flush door, Model UFR-DW. 1- and 2-hour rated may be needed. a. 16 ga. one-piece frame, with gypsum board bead. b. 20 ga. door panel. c. Concealed
hinges, self-closing and self-latching. d. Primed for painting in the field. B. Attic access door(s) must be lockable, fire rated, weatherstripped and insulated to a level equivalent
to the insulation on the surrounding surfaces (IECC R402.2.4). PART 3 - EXECUTION 3.1 GENERAL A. Examine substrates, areas, and conditions, with Installer present, for compliance with
requirements for installation tolerances and other conditions affecting performance of the Work B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 INSTALLATION A. Strictly follow manufacturer's written instructions. ***END OF SECTION 08 3100*** FIRE RATED SHUTTERS STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA
ST - VISUM\07.0 SPECIFICATIONS\2018015-327-08-3313-FIRE RATED SHUTTERS.DOCX (PRINTED 6.13.2019) FIRE RATED SHUTTERS 08 3313 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions
of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design”
products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section
includes: Coiling fire doors to be installed over exterior windows, with fusible links. 1. Provide assemblies complying with NFPA 80 and listed in UL Directory or Intertek Testing Services
(Warnock Hersey Listed) Directory. 1.3 SUBMITTALS A. Product Data: For each type of product. B. Shop Drawings: Include elevations, sections, details, and attachments to other work.
C. Manufacturer's Certificates: Certify products meet or exceed specified requirements. PART 1 - PRODUCTS 1.1 BASIS OF DESIGN A. Cornell ERC10 FireGard fire shutter (www.cornellcookson.com).
B. Galvanized steel, 22 ga. C. Minimum ¾-hour fire rating. D. Finish: “Galvanex” baked-on enamel. Color to be selected by Architect. E. Manual operation. F. To be mounted over window
frames, on exterior of building. Provide all necessary shims, rails and accessories. 1. Provide 6” x 3½" steel angle sill, painted to match guide assemblies. G. Hardware: Manufacturer’s
standard. H. Activate by melting of a fusible link, installed indoors. I. Approximately 7’-0” wide by 5’-0” high (refer to drawings and coordinate with window shop drawings). PART 2
- EXECUTION 2.1 INSTALLATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance of the
Work. B. Strictly follow manufacturer's written instructions. C. Test for proper operation and adjust as necessary to provide proper operation without binding or distortion. D. Remove
labels and visible markings. E. Clean curtain and components using non-abrasive materials and methods recommended by manufacturer. F. Instruct Owner’s personnel in proper operating
procedures and maintenance schedule. ***END OF SECTION 08 3313*** COMPOSITE WINDOWS STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-08-5400-W
INDOWS.DOCX (PRINTED 6.13.2019) WINDOWS 08 5400 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division
01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different
products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes: Composite-framed windows of the following types: 1. Single-hung.
2. Fixed. 1.3 SUBMITTALS A. Product Data: For each type of product. B. Shop Drawings: Include elevations, sections, details, and attachments to other work. C. Samples for color selection.
D. Warranties for glass, non-glass parts and color fading. PART 1 - PRODUCTS 1.1 PERFORMANCE REQUIREMENTS A. Equal to those of the Basis of Design products, including: 1. Air infiltration,
water resistance, sound transmission, thermal transmission, flame spread, smoke developed, etc., tested according to NAFS. 1.2 BASIS OF DESIGN A. South Elevation (only): 1. 100-Series
windows by Andersen Windows and Doors (www.andersen.com). B. All other elevations: 1. 400-Series windows by Andersen Windows and Doors (www.andersen.com). 2. Provide trim (sill, both
jambs and head with crown molding) made and pre-installed by window manufacturer. C. Exterior color: White. D. Glazing: see Section 08 8000. E. Insect screens: Aluminum frame, color
to match window, fiberglass mesh. F. Hardware: Manufacturer’s standard. 1. Window Opening Control Device: Provide factory-installed devices to restrict operable sash to less than 4
inches maximum clear opening and resettable, in compliance with ASTM F 2090 (so that window also complies with emergency escape and rescue requirements). PART 2 - EXECUTION 2.1 INSTALLATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance of the Work. B. Strictly follow manufacturer's
written instructions. C. Ensure that tops of windows align with tops of adjacent doors, as shown on drawings. ***END OF SECTION 08 5400*** DOOR HARDWARE STREAM Collaborative Page
1 of 3 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-08-7100-DOOR HARDWARE.DOCX (PRINTED 6.13.2019) DOOR HARDWARE 08 7100 PART 1 - GENERAL 1.1 GENERAL A. Drawings
and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on
certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect.
1.2 SUMMARY A. Section includes door hardware for various types of doors. 1.3 SUBMITTALS A. Product Data: For each type of product. B. Submit a detailed door hardware schedule, including
type, manufacturer’s name and number, function, size, fastenings, quantity and finish of each item required. Submit hardware schedule in vertical format, including operational descriptions
for openings with electrified hardware and access control devices. Organize schedule into Hardware Sets using the same set numbers as listed in this specification. C. Submit keying
schedule as outlined in the DHI publication “Keying Systems and Nomenclature” after keying conference with the owner to determine the final keying requirements. D. Electrical Hardware:
Submit product information, wiring diagrams including riser and point-to-point diagrams, and electrical data to Electrical Contractor/Subcontractor in a timely manner to ensure no
delays. E. Extra Materials: Upon completion of the job, provide the owner’s representative with two sets of any special tools supplied by the manufacturers for proper installation
and adjustment of all hardware. PART 1 - PRODUCTS 1.1 GENERAL A. Provide items listed in PART 4 below. B. Source Limitations: Obtain each type and variety of door hardware specified
in this section from a single source unless otherwise indicated. C. Provide all related accessories as required for a complete and proper hardware installation. PART 2 - EXECUTION 2.1
COORDINATION A. Templates: Obtain and distribute to the parties involved templates for doors, frames, and other work specified to be factory prepared for installing standard and electrified
hardware. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing hardware to comply with indicated requirements. B. Door Hardware
and Electrical Connections: Coordinate the layout and installation of scheduled electrified door hardware and related access control equipment with required connections to source power
junction boxes, low voltage power supplies, detection and monitoring hardware, and fire and detection alarm systems. C. Door and Frame Preparation: Doors and corresponding frames are
to be prepared, reinforced and pre-wired (if applicable) to receive the installation of the specified electrified, monitoring, signaling and access control system hardware without additional
in-field modifications. 2.2 INSTALLATION A. Strictly follow manufacturer's written instructions. PART 3 - HARDWARE SCHEDULE A. Abbreviations: MK - McKinney RO - Rockwood YA - Yale YR
- Yale Residential HS - HES RF - Rixson NO - Norton SU - Securitron DOOR HARDWARE STREAM Collaborative Page 2 of 3 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-08-7100-
DOOR HARDWARE.DOCX (PRINTED 6.13.2019) B. Hardware Sets: Set: 1 Main Entrance Door (100) 1 Continuous Hinge MCK-12HD CL MK 1 Rim Exit Device 2100 632F 1109 x 6-Pin GA CMK 630 YA
1 Electric Strike 9600 630 HS 1 Surface Closer UNI8501 689 NO 1 Card Reader by security system supplier 1 Wiring Diagram WD-SYSPK 1 Door Position Switch by security system
supplier 1 Motion Sensor by security system supplier 1 Power Supply AQD6 SU Notes: Door closed and locked at all times. Presenting valid credential outside shunts door position
switches and allows for authorized entrance. Inside activating request to exit switch shunts door contact and allowing authorized egress at all times. With loss of power door remains
locked. Set: 2 First floor unit entrances (A100, B100, C100, D100) 3 Hinge MPB79 US26D MK 1 Fire Rated Rim Exit 2100F AU628F 630 YA 1 Surface Closer 3501 689 YA 1 Kick Plate
K1050 8" High 4BE US32D RO 1 Wall Stop 409 US32D RO 1 Gasketing PK33BL PE 2 Viewer (*) 620 CRM RO (*) At first floor units, provide two viewers, one installed at 43” AFF, for ADA
compliance. Set: 3 Second and third floor unit entrances 1 Spring Hinge Set MPS679 US26D MK 1 Deadbolt D211 A600-7 GMK 626 YA 1 Passage Latch AU 4601LN MCP238R 71S 626 YA 1
Wall Stop 409 or 528 as required US32D RO 1 Gasketing PK33BL PE 1 Viewer 627 CRM RO Set: 4 Bedroom doors 3 Hinge Included with door and frame unit 1 Cylindrical Lock AU
4607LN GA CMK 626 YA 1 Door Stop 400 / 441CU US26D RO Note: Balance of hardware by pre-hung door supplier Set: 5 Bathroom doors 1 Cylindrical Lock AU 4602LN 626 YA 1 Door Stop
400 / 441CU US26D RO Note: Balance of hardware by pre-hung door supplier Set: 6 Closets, single door 3 Hinge Included with door and frame unit 1 Passage Latch UCR3 RL201 626
YA 1 Hinge Pin Stop 528 NP RO 3 Silencer 609 RO Note: Balance of hardware by pre-hung door supplier DOOR HARDWARE STREAM Collaborative Page 3 of 3 U:\2018015 - 327 W. SENECA ST
- VISUM\07.0 SPECIFICATIONS\2018015-327-08-7100-DOOR HARDWARE.DOCX (PRINTED 6.13.2019) Set: 7 Closets, pair of doors 6 Hinge Included with door and frame unit 2 Magnetic Catch
901 ALM RO 2 Dummy Trim UCR3 RL255S 626 YA 2 Hinge Pin Stop 528 NP RO 2 Silencer 609 RO Note: Balance of hardware by pre-hung door supplier Set: 8 Mechanical room 102 1 Continuous
Hinge CFM83HD1 PE 1 Fire Rated Exit Device (panic) 2100F AU626F A600 A GMK 630 YA 1 Surface Closer UNI3501 689 YA 1 Threshold 271A PE 1 Gasketing 303APK PE 1 Sweep 3452CNB
PE ***END OF SECTION 08 7100*** GLAZING STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-08-8000-GLAZING.DOCX (PRINTED 6.13.2019)
GLAZING 08 8000 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,
apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section
01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes glazing for windows and doors. 1.3 SUBMITTALS A. Product Data: For each type of glass. B. Samples
if specifically requested by Architect. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Comply will all requirements of the Building Code of New York State, specifically Chapters
7, 16 and 24. 1. Provide tempered safety glass as required by IBC, and as shown on drawings and schedules. B. General: Installed glazing systems shall withstand normal thermal movement
and wind and impact loads (where applicable) without failure, including loss or glass breakage attributable to the following: defective manufacture, fabrication, or installation; failure
of sealants or gaskets to remain watertight and airtight; deterioration of glazing materials; or other defects in construction. C. Thermal Movements: Allow for thermal movements from
ambient and surface temperature changes acting on glass framing members and glazing components. 2.2 GLAZING TYPES A. For windows, north and east exposure: 1. Basis of Design: Andersen
Windows Low-E. B. For windows, south and west exposure: 1. Basis of Design: Andersen Windows “SmartSun”. C. For exterior doors: 1. Insulating safety glass recommended and installed
by door manufacturer. D. Provide patterned (privacy) glass at bathroom windows. Pattern to be selected by Architect. PART 1 - EXECUTION 1.1 INSTALLATION A. Strictly follow manufacturer's
written instructions. ***END OF SECTION 08 8000*** GYPSUM BOARD STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-09-2900-GYPSUM
BOARD.DOCX (PRINTED 6.13.2019) GYPSUM BOARD 09 2900 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different
products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section Includes: 1. Interior gypsum board. 2. Cementitious backer board. 1.3 SUBMITTALS
A. Product Data: For each type of product and component indicated. PART 2 - PRODUCTS 2.1 GENERAL A. Provide gypsum board manufactured in the United States or Canada by members of the
Gypsum Association group of companies. Products from other countries are not acceptable. B. Basis of Design: products by USG Corporation. 2.2 PERFORMANCE REQUIREMENTS A. Fire-Resistance-Rated
Assemblies: For fire-resistance-rated assemblies, provide materials and construction identical to those tested in assembly indicated according to ASTM E 119 by an independent testing
agency. B. Provide products that comply with the following limits for surface burning characteristics when tested per ASTM E84: Flame spread: 0, and smoke developed: 0. C. Mold Resistance:
ASTM D 3273, score of 10 as rated according to ASTM D 3274. 2.3 TYPES A. Unless noted otherwise, provide 5/8” thick, Type X, ASTM C 1396, with tapered long edges. B. Cementitious Backer
Units: ASTM C 1325, with manufacturer's standard edges. Minimum ½” thick. 2.4 ACCESSORIES A. Galvanized or aluminum-coated steel sheet or rolled zinc interior trim, beads, etc. (not
plastic). B. Joint tapes and compounds, adhesives and fasteners recommended by gypsum board manufacturer. C. Resilient channels: equal to WhisperClip by Soundproofing Company, Inc.
(www.soundproofingcompany.com). PART 3 - EXECUTION 3.1 INSTALLATION A. Examine areas and substrates including framing, with Installer present, for compliance with requirements and other
conditions affecting performance. B. Examine panels before installation. Reject panels that are wet, moisture damaged, and mold damaged. C. Proceed with installation only after unsatisfactory
conditions have been corrected. D. Strictly follow manufacturer’s installation instructions. 3.2 FINISH LEVELS A. The following finishing level definitions are based on the Gypsum Association’s
GA-214 standard: 1. Level 1: Plenums, above ceilings, and other concealed areas. 2. Level 2: Panels that are substrate for ceramic or acoustical tile; exposed areas where appearance
is not critical (in the sole opinion of the Architect), .such as storage or mechanical/electrical rooms. 3. Level 3: Areas to receive heavy- or medium-textured coatings; heavy-grade
wall coverings, and where indicated. 4. Level 4: Areas to receive flat sheen paint finish; light textured coatings; lightweight wall coverings. Level 4 is typical for all surfaces exposed
to view, unless noted otherwise. ***END OF SECTION 09 2900*** RESILIENT BASE & ACCESSORIES STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-09
-6513-RESILIENT BASE AND ACCESSORIES.DOCX (PRINTED 6.13.2019) RESILIENT BASE AND ACCESSORIES 09 6513 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract,
including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience.
Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes resilient stair
accessories and wall base. 1. See Division 06 for wood wall baseboard. 1.3 SUBMITTALS A. Product Data: For each type of product PART 2 - PRODUCTS 2.1 BASIS OF DESIGN A. Provide thermoset
rubber products (#95 hammered texture, PVC-free) by Roppe Corporation (www.roppe.com). 1. Embossed stair treads with integral (smooth) risers, complying with ASTM F 2169, with embedded
abrasive strips, square nosing, ¼” thick (tapered to back edge). Color to be selected by Architect. a. Provide stair landing tiles to match treads. 2. 4” high coved wall base. PART
3 - EXECUTION 3.1 INSTALLATION A. Examine substrates, with installer present, for compliance with requirements and other conditions affecting installation and adhesion. Proceed with
installation only after unsatisfactory conditions have been corrected. Installation of resilient products indicates acceptance of surfaces and conditions. B. Prepare substrates according
to manufacturer's written instructions to ensure adhesion of resilient products. C. Strictly follow manufacturer's written instructions for installation, cleaning and protecting resilient
products. ***END OF SECTION 09 6513*** RESILIENT TILE FLOORING STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-09-6519-RESILIENT
TILE FLOORING.DOCX (PRINTED 6.13.2019) RESILIENT TILE FLOORING 09 6519 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged
to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes resilient flooring and accessories. PART
2 - PRODUCTS 2.1 GENERAL A. Owner to select flooring (paid for by Allowance) B. Contractor to install flooring and provide adhesives and all other necessary materials. 1. See Division
06 for wood wall baseboard. PART 3 - EXECUTION 3.1 INSTALLATION A. Examine substrates, with installer present, for compliance with requirements for maximum moisture content and other
conditions affecting performance of the Work. 1. Verify that finishes of substrates comply with tolerances and other requirements specified in other Sections and that substrates are
free of cracks, ridges, depressions, scale, and foreign deposits that might interfere with adhesion of flooring. 2. If installing over concrete slabs, verify moisture content is acceptable
to flooring manufacturer. If necessary, provide hydraulic cement underlayment and moisture control system specified in Division 03. 3. Proceed with installation only after unsatisfactory
conditions have been corrected. B. Strictly follow manufacturer's written instructions for installing, cleaning, polishing, and protecting flooring. ***END OF SECTION 09 6519*** TILE
CARPETING STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-09-6813-TILE CARPETING.DOCX (PRINTED 6.13.2019) TILE CARPETING 09 6813
PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this
Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500
(1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes tile carpeting and accessories. PART 2 - PRODUCTS 2.1 GENERAL A. Owner to select carpeting (paid for by
Allowance) B. Contractor to install carpeting and provide adhesives and all other necessary materials. 1. See Division 06 for wood wall baseboard. PART 3 - EXECUTION 3.1 INSTALLATION
A. Examine substrates, with installer present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. 1. Verify that finishes
of substrates comply with tolerances and other requirements specified in other Sections and that substrates are free of cracks, ridges, depressions, scale, and foreign deposits that
might interfere with adhesion of flooring. 2. If installing over concrete slabs, verify moisture content is acceptable to carpet manufacturer. If necessary, provide hydraulic cement
underlayment and moisture control system specified in Division 03. 3. Proceed with installation only after unsatisfactory conditions have been corrected. B. Strictly follow manufacturer's
written instructions for installing, cleaning, and protecting flooring. ***END OF SECTION 09 6813*** PAINTING STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0
SPECIFICATIONS\2018015-327-09-9100-PAINTING (S-W).DOCX (PRINTED 6.13.2019) PAINTING 09 9100 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including
General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience.
Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section Includes: 1. Surface preparation
and the application of paint systems on the following interior and exterior substrates: a. Wood and composites. b. Gypsum board. 1.3 SUBMITTALS 1. Product Data: For each type of product
indicated. 2. Color samples if requested by Architect. PART 2 - PRODUCTS 2.1 BASIS OF DESIGN A. Specification is based on products of the Sherwin-Williams Company. B. Other products
may be approved by Architect, but provide all paints from one single manufacturer. 2.2 MATERIALS A. Provide materials for use within each paint system compatible with one another and
substrates indicated, under conditions of service and application demonstrated by manufacturer, based on testing and field experience. Provide low-VOC products as far as possible. B.
For each type of paint and substrate, assume at least two different colors. Refer to PART 4 schedule below. PART 3 - EXECUTION 3.1 METHODS A. Selection of brush, roller, electrostatic,
and/or air less spray application of painting materials is left to Contractor, in coordination with paint manufacturer’s recommendations for products used on this project. 3.2 APPLICATION
A. Examine substrates and conditions, with applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of work. B.
Clean substrates of substances that impair bond of paints, including; dirt, oil, grease, and incompatible paints, primers and encapsulants. Remove rust, efflorescence, compounds, etc.,
as recommended by manufacturer. C. Begin coating application only after unsatisfactory conditions have been corrected and surfaces are dry. Beginning coating application constitutes
Contractor's acceptance of substrates and conditions. D. Strictly follow manufacturer’s written instructions for delivery, storage, handling and application. E. Protect work of other
trades. Every day, clean spattered surfaces. Remove rubbish, rags, etc. and dispose of legally. PART 4 - SCHEDULE First coat Second and Third coats Sheen Examples 1 - Interior gypsum
board ProMar 200 Zero VOC Latex Primer, B28W2600 ProMar 200 Zero VOC Latex, B31-2600 Flat Typical, U.N.O. 2 - Interior gypsum board (“wet” areas) ProMar 200 Zero VOC Latex
Primer, B28W2600 ProMar 200 Zero VOC Latex, B31-2600 Eggshell At kitchens, bathrooms, janitor closets 3 - Interior wood/composites PrepRite ProBlock Primer Sealer, B51-620 ProMar
200 Zero VOC Latex, B31-2600 Semigloss Doors and frames 6 - Siding and trim Exterior Latex Primer, B42 A-100 Exterior Latex Flat, A6 Flat Wood and composite trim ***END OF SECTION
09 9100*** SIGNAGE STREAM Collaborative Page 1 of 3 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-10-1400-SIGNAGE.DOCX (PRINTED 6.13.2019) SIGNAGE 10 1400
PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this
Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500
(1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes various types of signage, such as: 1. Building address identification sign, complying with IBC §501.2. 2.
Stairway identification signs, complying with IBC §1023.9 and ICC/ANSI A117.1. 3. Accessibility signage, complying with IBC §1111.1, and directional signage complying with IBC §1009.10
and §1111.2. 4. Tactile exit signs, complying with IBC §1013.4. 5. Truss plaques, per Title 19 NYCRR: §1264.4 & 1265.5. 6. Identification of fire protection equipment, per IFC §509.1.
7. Signs at manual fire alarm pull boxes, per IFC §907.4.2.4 8. Signs for fire department connections, per IFC §912.5. 9. Elevator emergency signs, per IFC §607.3. 10. Apartment identification
numbers, per IBC Appendix E §E107.2. 11. Labeling of mechanical, electrical and plumbing components. 12. Concealed space signage, complying with IBC §703.7. 13. Shaftway markings, complying
with IBC §914.1.2. B. Comply with local authorities’ requirements, as well as those of the ADA Accessibility Guidelines. 1. Use the New York State (“active”) version of the International
Symbol of Accessibility. 1.3 SUBMITTALS A. Product Data: For each type of product. B. Submit a drawing for each sign type, and one for each individual stairway identification sign.
1. Show installation details and mounting heights. PART 2 - PRODUCTS 2.1 BASIS OF DESIGN A. Specifications are based on products of Gemini Inc. (www.geminisignproducts.com) and Just
Braille Signs (www.justbraillesigns.com). 1. In the Ithaca, NY area, Gemini products are available from Signarama (273-1502). 2.2 MATERIALS A. Dimensional letters: cast aluminum.
B. Exterior plaques: Aluminum: ⅛” thick, painted and coated with oven-baked clear polyurethane. C. Interior plaques: Solid acrylic, ⅛” thick. D. All color(s) selected by Architect.
Assume up to 4 different colors. 2.3 SIGN TYPES A. (Type A) Exterior signs (aluminum): 1. (A1) Building identification sign: a. Flat-face cast aluminum, 1 ¼” deep, 12” high. b. Text:
“327”, manufacturer’s standard Sans Serif font, selected by Architect. c. Clear anodized aluminum finish. d. Flush mounted, with threaded studs on back, pressed into pre-drilled wall
holes and secured with adhesive. B. (Type B) Stair identification signs: 1. (B3) 12” by 18”, as shown below. A different one in each stair and level. Color(s) selected by Architect.
a. Font, raised characters and Braille as required by ADA and the IBC. Comply with IBC §1023.9. b. Submit schedule showing exact text for each line, for each sign. SIGNAGE STREAM
Collaborative Page 2 of 3 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-10-1400-SIGNAGE.DOCX (PRINTED 6.13.2019) C. (Type G) Concealed space signage (under stairs):
3-inch high stenciled (painted) text reading "FIRE AND/OR SMOKE BARRIER‒PROTECT ALL OPENINGS." Comply with IBC §703.7. D. (Type J) Truss plaques: Signs identifying the existence of
truss construction shall contain the roman alphanumeric designation of the construction type of the building. Comply with Title 19 NYCRR: §1264.4 and §1265.5. 1. 0.040″ engineering
grade reflective aluminum, attached to the door, or attached to a sidelight or the face of the building, not more than 12 inches horizontally from the latch side of the door jamb, and
not less than 42 inches nor more than 60 inches above the adjoining walking surface. E. (Type K) Identification of rooms containing fire protection equipment. Comply with IFC §509.1.
F. (Type P) At apartments/units, provide 4” x 4”plaques, as shown below. One at each main entrance door. Color(s) selected by Architect. Coordinate numbering with Owner and Architect.
PART 3 - EXECUTION 3.1 INSTALLATION A. Interior plaques: Install at heights required by ADA and the IBC. 1. Use manufacturer’s standard high-bond, foam core two-face tape. B. Exterior
signs: Install at height shown on drawings or as directed by Architect. 1. Use vandal-proof, concealed fasteners, stainless steel, plus adhesives, or as recommended in writing by sign
manufacturer for outdoor exposure. C. Strictly follow manufacturers’ written installation instructions. Protect signs from damage during construction, and clean them just prior to Substantial
Completion. SIGNAGE STREAM Collaborative Page 3 of 3 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-10-1400-SIGNAGE.DOCX (PRINTED 6.13.2019) PART 4 - IMAGES
Images are diagrammatic. All signs are 6” by 9” minimum, U.N.O. Color(s) to be selected by Architect. Arrow direction varies. TYPE A: EXTERIOR SIGNS (ALUMINUM) 327 A1 TYPE
B: STAIRWAY IDENTIFICATION B3 TYPE G: CONCEALED SPACE SIGNAGE FIRE AND/OR SMOKE BARRIER PROTECT ALL OPENINGS TYPE J: TRUSS PLAQUES 1st line: V 2nd line: FR TYPE K:
Text: MECHANICAL ROOM K1 TYPE P: ROOM/APT IDs P1 ***END OF SECTION 10 1400*** RESIDENTIAL BATHROOM ACCESSORIES STREAM Collaborative Page 1 of 1 U:\2018015
- 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-10-2800-RESIDENTIAL BATHROOM ACCESSORIES.DOCX (PRINTED 6.13.2019) RESIDENTIAL BATHROOM ACCESSORIES 10 2800 PART 1 - GENERAL
1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications
are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval
by Architect. 1.2 SUMMARY A. Section includes: 1. Surface-mounted mirrors. 2. Underlavatory guards. 3. Blocking for future grab bars. B. Residential bathroom accessories. 1.3 SUBMITTALS
A. Product Data: For each type of product. PART 2 - PRODUCTS 2.1 UNDERLAVATORY GUARDS A. Insulating pipe covering for supply and drain piping assemblies that prevent direct contact
with and burns from piping; allow service access without removing coverings. 1. ADA-compliant, anti-microbial, molded plastic, white. 2. Similar to Handy-Shield MAXX by Plumberex Specialty
Products (www.plumberex.com). 3. Install at “Type A” (first floor) bathrooms. 2.2 RESIDENTIAL BATHROOM ACCESSORIES A. Owner to select the following accessories (paid for by Allowance).
B. Contractor to install and provide fasteners, adhesives and all other necessary materials. 1. Toilet tissue dispensers. 2. Shower and tub curtain rods. 3. Surface-mounted medicine
cabinets with mirrors. 4. Robe hooks. 5. Towel bars. PART 3 - EXECUTION 3.1 GENERAL A. Strictly follow manufacturer's written instructions. B. Provide concealed wood blocking as required
to receive and support future grab bars at every toilet, tub and shower. ***END OF SECTION 10 2800*** FIRE EXTINGUISHERS STREAM Collaborative Page 1 of 1 U:\2018015 -
327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-10-4400-FIRE EXTINGUISHERS.DOCX (PRINTED 6.13.2019) FIRE EXTINGUISHERS 10 4400 PART 1 - GENERAL 1.1 GENERAL A. Drawings and
general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain
“Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2
SUMMARY A. Section includes fire extinguishers. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. PART 2 - PRODUCTS 2.1 EXTINGUISHER A. Multi-purpose (MP2½), 1A-10B:C,
with bracket recommended by manufacturer. PART 3 - EXECUTION 3.1 INSTALLATION A. Strictly follow manufacturer’s written instructions. B. Install in locations and at mounting heights
indicated or, if not indicated, conspicuously near kitchens, at heights acceptable to authorities having jurisdiction. C. Install extinguishers just prior to Substantial Completion.
***END OF SECTION 10 4400*** POSTAL SPECIALTIES STREAM Collaborative Page 1 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-10-5500-POSTAL SPECIALTIES.DOCX
(PRINTED 6.13.2019) POSTAL SPECIALTIES 10 5500 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division
01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different
products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes USPS-approved cluster box units (CBUs). 1.3 SUBMITTALS A. Product
Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each unit. 1. Include
identification sequence for compartments. Custom numbering to be determined in consultation with Owner. B. Final USPS local postmaster approval for installed postal specialties to be
served by USPS. C. Key Blanks: 5 for every lock, for each type of compartment-door lock installed. PART 2 - PRODUCTS 2.1 USPS-APPROVED CLUSTER BOX UNITS (CBUs) A. General: Consisting
of multiple compartments enclosed within freestanding, pedestal-mounted enclosure. Provide access to compartments for distributing incoming mail from front of unit by unlocking master
lock and swinging pair of side-hinged master doors to provide accessibility to entire group of compartments. Provide access to each compartment for removing mail by swinging compartment
door. 1. Comply with USPS-B-1118F and USPS-STD-4C. 2. Basis-of-Design Product: Subject to compliance with requirements, provide Model 3413D-12 by Salsbury Industries (www.mailboxes.com).
a. 12 compartments (MB1) b. 2 parcel lockers. c. ADA-compliant B. Compartment Enclosure: Fabricated from aluminum sheet with aluminum mounting pedestal and weatherprotection hood,
C. Compartment Doors and Frames: Fabricated from one-piece extruded aluminum or aluminum sheet. Equip each compartment door with lock, tenant identification, and concealed, full-length,
flush hinge on one side. Provide outgoing mail slot with weather protection flap. 1. Tenant Identification: Apartment number (U.N.O.) engraved into face or applied into recess of
compartment door. 2. Compartment-Door Locks: Comply with USPS-L-1172C, PSIN O910, for locks and keys, or equivalent as approved by USPS; with 10 keys for each compartment door. Key
each compartment differently. 3. Parcel-Locker-Door Locks: Two-key security system in which control key provides access to parcel-locker key, which opens compartment and is retained
once opened. D. Pedestal: Aluminum, with same finish as compartment enclosure and attached with theft-resistant fasteners. E. Exposed Aluminum Finish: Finish surfaces exposed to view
with powder-coated finish in color as selected by Architect from manufacturer's full range of colors. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions
for compliance with requirements for roughing-in openings, clearances, and other conditions affecting performance of the Work. Proceed with installation only after unsatisfactory conditions
have been corrected. 3.2 INSTALLATION A. General: Install postal specialties level and plumb, according to manufacturer's written instructions and roughing-in drawings. POSTAL SPECIALTIES
STREAM Collaborative Page 2 of 2 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-10-5500-POSTAL SPECIALTIES.DOCX (PRINTED 6.13.2019) 1. Where dissimilar metals
will be in permanent contact with each other, or where aluminum will contact grout, concrete, masonry, or wood, protect against galvanic action and corrosion by painting contact surfaces
with bituminous coating or by applying other permanent separation recommended by manufacturer for this purpose. B. Arrange for USPS personnel to examine and test postal specialties
served by USPS after they have been installed according to USPS regulations. Final acceptance of postal specialties served by USPS depends on compliance with USPS requirements. C. Obtain
written final approval of postal specialties to be served by USPS. Obtain this approval from USPS postmaster that authorizes mail collection for the served installation. ***END OF
SECTION 10 5500*** ALUMINUM CANOPIES STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-10-7316-ALUMINUM CANOPIES.DOCX (PRINTED
6.13.2019) ALUMINUM CANOPIES 10 7316 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01
Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products,
as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section includes roll-formed aluminum overhead hanger rod style canopies. 1.3 SUBMITTALS
A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each unit.
B. Shop Drawings: Showing structural component locations/positions specific to this project, material dimensions, flashing and details of construction and assembly. C. Stamped calculations
signed and sealed by an engineer licensed in the State of New York. PART 2 - PRODUCTS 2.1 CANOPIES A. Provide all-aluminum canopies with concealed drainage and hanger rods. 1. Decking
consisting of interlocking aluminum panels, 0.040” aluminum. 2. Intermediate framing members shall be extruded aluminum, alloy 6063-T6. 3. Fascia shall be extruded aluminum, 8" J style.
4. Finish: 2-coat Kynar, color selected by Architect. 5. Drainage scupper shall be located on one side, as directed by Architect. B. Basis of Design: Provide Lumishade canopies, by
Mapes Canopies (https://mapescanopies.com/) PART 3 - EXECUTION 3.1 EXAMINATION A. Examine conditions, with Installer present, for compliance with requirements for installation tolerances
and other conditions affecting performance of the Work. B. Field Measurements: Verify actual locations of walls and other construction contiguous with canopies by field measurements
before fabrication. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Install in strict accordance with manufacturer's written
instructions. ***END OF SECTION 10 7316*** MISCELLANEOUS SPECIALTIES STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-10-9999-MISCELLANEOUS
SPECIALTIES.DOCX (PRINTED 6.13.2019) MISCELLANEOUS SPECIALTIES 10 9999 PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. “Knox’ box. 2. Bicycle hangers. 1.2 SUBMITTALS A. Product
Data: For each type of product. B. Shop drawings, showing installation details and mounting heights. PART 2 - PRODUCTS 2.1 ‘KNOX’ BOX A. Basis of Design: KnoxBox 3200 Series. 1. Standard
capacity (up to 10 keys). 2. Surface mounted, #3262, or Recessed, #3275. 3. In the Ithaca area, they must be purchased from the Ithaca Fire Department. 2.2 BICYCLE HANGERS A. Basis
of Design: Everbilt #01221 coated heavy-duty steel wall-mounted hanger. B. Provide recessed mount anchor points, equal to Keeper #89253. PART 3 - EXECUTION 3.1 INSTALLATION A. All
products specified above shall be installed in strict accordance with their respective manufacturer’s written instructions. ***END OF SECTION 10 9999*** RESIDENTIAL APPLIANCES STREAM
Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA ST - VISUM\07.0 SPECIFICATIONS\2018015-327-11-3100-RESIDENTIAL APPLIANCES.DOCX (PRINTED 6.13.2019) RESIDENTIAL APPLIANCES 11 3100
PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this
Section. B. Specifications are based on certain “Basis of Design” products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500
(1.1), for review and approval by Architect. 1.2 SUMMARY A. Section Includes: 1. Cooking ranges 2. Microwave oven-exhaust hood combination units 3. Refrigerator/Freezer units 4. Dishwashers
5. Clothes washers and dryers PART 2 - PRODUCTS 2.1 GENERAL A. Owner to select appliances (paid for by Allowance). B. Contractor to deliver, install, and provide all necessary materials
and accessories. C. Provide electrical appliances listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. 2.2 BASIS
OF DESIGN A. Appliances listed in PART 4 are included for information purposes. Specific models may change. PART 3 - EXECUTION 3.1 GENERAL A. Examine substrates and conditions, with
Installer present, for compliance with requirements for installation tolerances, power connections, and other conditions affecting installation and performance of residential appliances.
1. Coordinate with plumbing, mechanical and electrical Contractors and Subcontractors. 2. Locate appliances so their doors can open as far as possible. If doors are reversible, install
to provide the maximum ease of operation. B. Strictly follow manufacturer’s written installation instructions. C. On completion of installation, clean interior and exterior surfaces
as recommended by manufacturer. PART 4 - SCHEDULE Appliance Model Description Refrigerator/Freezer GE – GBE21DSKSS (Approx. 30Wx35Dx70H inches) 21 CF total capacity with ice maker,
reversible door, stainless steel. Bottom freezer with swing door. Range/Oven GE – JS760SLSS (Approx. 30Wx29Dx36H inches) Smooth black surface, with self-cleaning 4.4 CF convection oven.
Digital controls and display in front of heat elements, Microwave/Hood GE – JNM3161MFSA (Approx. 30Wx16Dx17H inches) 1.6 CF over-the-range unit, stainless steel, electronic touch pad.
2-speed, 300-CFM system – Provide rigid metal venting ducts and wall caps. Dishwasher GE – DDT595SSJSS (Approx. 24Wx24Dx35H inches) 48 decibel, stainless steel exterior and tub, with
hard food disposer, nylon racks, electronic controls on top. Energy Star Certified. Clothes washer GE - GFWN1600JWW (Approx. 27Wx34Dx40H inches) 4.3 CF, stackable front-load washer,
white exterior, stainless steel tub. Energy Star Certified. Clothes dryer GE - GFDN160EJWW (Approx. 27Wx33Dx40H inches) 7.5 CF, stackable front load dryer, compatible with clothes
washer. White exterior, polyester-painted steel drum, reversible door. ***END OF SECTION 11 3100*** RESIDENTIAL CASEWORK STREAM Collaborative Page 1 of 1 U:\2018015 - 327 W. SENECA
ST - VISUM\07.0 SPECIFICATIONS\2018015-327-12-3200-RESIDENTIAL CASEWORK.DOCX (PRINTED 6.13.2019) RESIDENTIAL CASEWORK 12 3200 PART 1 - GENERAL 1.1 GENERAL A. Drawings and general provisions
of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Specifications are based on certain “Basis of Design”
products for convenience. Contractors are encouraged to propose different products, as indicated in Section 01 2500 (1.1), for review and approval by Architect. 1.2 SUMMARY A. Section
includes manufactured wood-veneer-faced cabinets (and countertops) of stock design. 1.3 SUBMITTALS A. Shop Drawings: submit kitchen shop drawings, showing casework as well as appliances.
1. Show concealed framing, blocking, and reinforcements that support casework. PART 2 - PRODUCTS 2.1 CABINETS A. Owner to select cabinets and hardware (paid for by Allowance). B. Contractor
to deliver, install, and provide all necessary materials and accessories. 1. Coordinate with residential appliances and work of other trades. PART 3 - EXECUTION 3.1 GENERAL A. Do not
deliver or install casework until building is enclosed, wet work is complete, and HVAC system is operating and maintaining temperature and relative humidity at occupancy levels during
the remainder of the construction period. B. Locate concealed framing, blocking, and reinforcements that support casework by field measurements before being enclosed, and indicate measurements
on Shop Drawings. C. Protect casework from damage during construction operations. D. Install hardware uniformly and precisely. Set hinges snug and flat in mortises unless otherwise
indicated. Adjust and align hardware so moving parts operate freely and contact points meet accurately. Allow for final adjustment after installation. E. Strictly follow manufacturer's
written installation instructions. ***END OF SECTION 12 3200***
327 W Seneca Street -sidewalk change.pdf
AVERAGE LOT DEPTH 88.71' EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING PUBLIC SIDEWALK WEST SENECA STREET 87° 34' 30" 52.00' N E 2° 09' 56" 90.29' S E 87° 44' 38" 26.94' S W
2° 13' 55" 87.42' N W 87° 59' 37" 25.01' S W PROPOSED 3-STORY APARTMENT 327 W. SENECA ST. LAWN NEW LAWN EXISTING CITY TREES TO REMAIN HBA 4 TOS 1 TOS 1 HBA 4 TOS 1 HMA 3 HBA 2 TOS 1
HBA 2 TOS 1 HMA 3 CFD 2 LAWN LAWN LAWN LAWN BIKE SHED BZA APPROVED SETBACK 10' TRASH CAN ENCLOSURE NEW WALK MAIL AVERAGE LOT DEPTH 88.71' NEW WALK BIKE SHED WEST SENECA STREET EXISTING
BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING EXIT DOOR EXISTING SIDEWALK NEW SIDEWALK 7.05' PROPOSED 3-STORY APARTMENT 327 W. SENECA ST. NEW CURB CURB CUT TO BE REMOVED 6.55'
± 8.84' ± CANOPY CANOPY CANOPIES BIKE RACK PUBLIC SIDEWALK EXISTING EGRESS WALKWAY EXISTING PARKING LOT REQUIRED SETBACK 13.3' 1' BZA APPROVED SETBACK 3' BZA APPROVED SETBACK 6' BZA
APPROVED SETBACK 10.08' 10' REQUIRED SETBACK 5' REQUIRED SETBACK36.83' 10.59' 10' REQUIRED SETBACK 23'-10" 8'-0" 21'-6" 5'-0" 12'-4" 27'-6" 15'-0" 28'-6" 4'-0" 9'-1" 5'-0" 22'-9" 11'-10"
4'-1" 6'-8" COVERED WOOD BIKE SHED (ACCESSORY STRUCTURE) ±8'-0" HIGH 4'-0" 4'-0" 4'-0" L501 D3 4'-0" ASPHALT PATCH EXISTING BUILDING TO BE DEMOLISHED BY OWNER. SEE DWG S100. EXG. CMU
PRIVACY WALL TO BE DEMOLISHED BY OWNER. Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.co
m A 1 2 3 4 BCD 1" = 10'-0" 6/12/2019 3:31:12 PMC:\Users\Steven\Documents\2018015 - 327 W.Seneca Street - Site_stevenPUFGL.rvt L001 SITE PLAN AND PLANTING PLAN 2018015 327 WEST SENECA
ST. 06/18/2019 VISUM DEVELOPMENT CITY OF ITHACA, NY DESIGN DEVELOPMENT 1" = 10'-0"D1 PLANTING PLAN 1" = 10'-0"C1 SITE LAYOUT PLAN N PLANTING SCHEDULE KEY QTY. BOTANICAL NAME COMMON
NAME INSTALLED SIZE MATURE SIZE COMMENTS SHRUB - PERENNIAL HMA 6 Hakonechloa macra 'Aureola' Golden Japanese Forest Grass #1 CONTAINER 1.5' TALL & WIDE SHADE TOLERANT HBA 12 Hosta x
'Blue Angel' Blue Angel Plantain Lily #1 CONTAINER 4' WIDE SHADE TOLERANT TREE - ORNAMENTAL CFD 2 Cornus florida Flowering Dogwood 2" CALIPER 25' TALL TREE -EVERGREEN TOS 5 Thuja occidentalis
'Skybound' Skybound Arborvitae 6 FEET TALL 15-20' TALL COLUMNAR GENERAL SHEET NOTES - PLANTING 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2
Consult landscape architect on shape of bed edge and placement of all plants prior to installation. 3 Only nursery-grown plant materials shall be acceptable. All trees, shrubs and ground
covers shall comply with applicable requirements of ANSI z60.1, American standard for nursery stock. 4 All planting beds to be excavated to a minimum depth of two feet and replaced
with amended topsoil consisting of 1 part screened topsoil, 1 part compost and 1 part sand. 5 Tree pits in lawn to be excavated to depth of root ball plus six inches and shall be three
times the width of the root ball. 6 Deciduous trees shall have a caliper of at least 2 1/2 inches at breast height (DBH) at the time of planting. 7 All trees in lawn areas to receive
five-foot diameter mulch rings. 8 Install 3 inches of natural shredded bark mulch in all planting beds. 9 No plants or trees shall be located beneath building overhangs. 10 Sun/shade
lawn mix - deep till any compaction due to construction and install 4" of amended topsoil. 11 Warranty all plant materials for a period of 1-year beyond the date of substantial completion.
GENERAL SHEET NOTES - SITE LAYOUT 1 Refer to Specifications, DIVISION 01, for additional information and requirements. 2 General contractor shall notify all utility owners having underground
utilities on site prior to excavation. Contractor shall contact utility locating company and locate all utilities prior to any excavation. 3 See civil drawings for layout of underground
utilities. 4 See electrical drawings for layout of underground electrical and lighting. 5 Install expansion joints every 30' in concrete and in areas where concrete abuts curbs and
other fixed objects. 6 Verify dimensions and accept conditions before proceeding with work. Report discrepancies to landscape architect before proceeding. 7 Do not scale drawings.
8 Walks, drives, curbs, parking, and building locations to be laid out in the field by a licensed surveyor. 9 Dimensions to curbs are to exposed faces unless otherwise noted. N REVISIONS
Δ DESCRIPTION DATE CONCRETE SLAB 6 X 6 X W1.4 X W1.4 MESH, FLAT SHEETS ONLY SET ON CHAIRS COMPACTED SUBBASE COMPACTED SUBGRADE NOTES 1. SEE PLANS FOR TOOL JOINTS (TJ), EXPANSION JOINTS
(EJ), LAYOUT WIDTHS, RADII AND FINISHES 2. 2" MINIMUM CONCRETE COVERAGE ON MESH AND TIES 8"5" WIDTH AS SHOWN ON PLAN CROSS SLOPE AS SHOWN ON GRADING PLAN CONCRETE SLAB (2) 6 X 6 X W2.9
X W2.9, 2" MIN. CLR. TOP AND BOTTOM COMPACTED SUBBASE COMPACTED SUBGRADE NOTES 1. SEE PLANS FOR TOOL JOINTS (TJ), EXPANSION JOINTS (EJ), LAYOUT WIDTHS, RADII AND FINISHES 2. 2" MINIMUM
CONCRETE COVERAGE ON MESH AND TIES 1'-0"8" WIDTH AS SHOWN ON PLAN CROSS SLOPE AS SHOWN ON GRADING PLAN NOTES 1. TOOL JOINTS EVERY 5'-0" MAX TYPICAL OR EQUALLY SPACED BETWEEN SITE FEATURES.
2. EXPANSION JOINTS ARE REQUIRED EVERY 50' AND AT FIXED FEATURES LIKE BUILDINGS, LIGHT POSTS, PADS, ETC. 3. OVERLAP MESH SHEETS 1'-0" MIN 1/2" EXPANSION JOINT (EJ) AND JOINT SEALANT
1/2" S.S. DOWEL x24" W/ PLASTIC SLEEVE AT 18" O.C. CONCRETE WALK COMPACTED SUBBASE COMPACTED SUBGRADE 1' DEEP TOOL JOINT (TJ) W/ 1/4" RADIUS MEDIUM BROOM FINISH WIDTH AS SHOWN ON PLAN
WIDTH AS SHOWN ON PLAN NOTES 1. BROOM PERPENDICULAR TO LINE OF TRAFFIC TOOLED EDGE AROUND EACH SCORE JOINT AND EACH EXPANSION JOINT 2" SUBBASE COURSE MATERIAL, TYPE 4 SOIL STABILIZATION
FABRIC SAW-CUT AND 2" DEEP MILL 12" WIDE BOTH SIDES PRIOR TO INSTALLING ASPHALT TOP COURSE TACK COAT EXISTING PAVEMENT PAVEMENT RECONSTRUCTION OR FULL DEPTH MILLING 1'-0" SEAM SEALER
MUST BE APPLIED TO ALL JOINTS GRAVEL BACKFILL PER TRENCH DETAIL NOTES: 1. PRIOR TO DEMOLITION ADJACENT ASPHALT MUST BE SAW-CUT FULL DEPTH OF PAVEMENT 2. TACK COAT MUST BE APPLIED TO
ALL HORIZONTAL AND VERTICAL SEEMS PRIOR TO PLACEMENT OF TOP-COURSE NYSDOT TYPE 7 TOP COURSE ITEM 403.198902 NYSDOT TYPE 3 BINDER ITEM 403.138902 2" 3" 1'-0" BIKE RACK PER MANUFACTURER
INSTALLATION INSTRUCTIONS CORE INTO PAVERS AND CONCRETE, FILL WITH POR-ROK OR EPOXY GROUT, SET RACK LEVEL TO GRADE CONCRETE PAVEMENT PITCH 1:12 MAX PITCH 1:12 PLAN CONCRETE OR PAVERS
WHERE SHOWN PLANTING WHERE SHOWN DROP CURB DETECTABLE WARNING PLATES ISOMETRIC VIEW PITCH 1:12 1 12 1 12 6' - 0" TYP 6' TYP 6' TYP 8' TYP 6' TYP NOTES 1. SEE LAYOUT PLAN FOR LOCATION
OF CURB PLANKS 2. GRADE CHANGES TO BE SMOOTH AND EVENLY PITCHED 3. INSTALL DETECTABLE WARNING PLATES AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS 2" SINGLE GROUND HARDWOOD BARK MULCH
PLANTING MIX - TOPSOIL (1 PART), COMPOST (1 PART), SAND (1 PART) 5'-0" SPADED EDGE - TYPICAL COMPACTED PLANTING MIX BENEATH ROOT BALL TO PREVENT SETTLING 3X ROOT BALL ROOT BALL + 6"
2"-3" SINGLE GROUND HARDWOOD BARK MULCH PLANTING MIX - TOPSOIL (1 PART), COMPOST (1 PART), SAND (1 PART) 4" TOPSOIL FOR LAWNS SPADED EDGE - TYPICAL 1'-6" MIN COMPACTED PLANTING MIX
BENEATH ROOT BALL TO PREVENT SETTLING METAL LANDSCAPE EDGING, STAKED EXTERIOR WALL & FINISH PER WALL TYPE 4" 31 23 00.B1 6" 31 05 19.A1 LAYER OF GEOTEXTILE PER MANUF RECOMMENDATIONS
PAVER AS SELECTED BY ARCHITECT 1" SAND SETTING COMPACTED SUBBASE PERFORATED DRAINAGE PIPE OUT TO DAYLIGHT 6" CONCRETE BASE ADJACENT PAVING GRANITE CURB 1/2" BATTERED FACE, 6" DOWN FROM
SAWN TOP ADJACENT PAVING OR PLANTING 3000 PSI CONCRETE BACKING FULL LENGTH OF CURB, FORCE CONCRETE THROUGH BACK OF JOINTS, GROUT FRONT AND TOP OF JOINTS FLUSH W/ 1:2 MORTOR MIX 1:3:6
DRY MIX UNIFORM PILES AT EACH END AND ON 3 FOOT CENTERS BENEATH CURB FOR FULL LENGTH OF CURB NOTES RADIUS CURBING SHALL BE USED ON ALL RADII LESS THAN 100 FEET. 6 1/8" 1'-4 1/4" 3"
1'-3" MIN. 4" 1'-0" 2'-8" 4X4 LARCH WOOD POSTS 12" DRY PACKED CEMENT 1'-0" 1X6 LARCH WOOD 4'-0" #1 WASHED GRAVEL ELEVATION SECTION NOTE: SEAL POST W/ ROOFING CEMENT BELOW GRADE LEAVING
END GRAIN UNSEALED 5'-6" 3 1/2" 6'-6" 3 1/2" 1X3 LARCH WOOD LATCH, SEE SPEC HINGE AT INT. FACE, SEE SPEC Project # Date STREAM Collaborative architecture + landscape architecture dpc
108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 BCD As indicated 6/12/2019 3:31:20 PMC:\Users\Steven\Documents\2018015 - 327 W.Seneca Street
- Site_stevenPUFGL.rvt L501 SITE DETAILS 2018015 327 WEST SENECA ST. 06/18/2019 VISUM DEVELOPMENT CITY OF ITHACA, NY DESIGN DEVELOPMENT 1" = 1'-0"A2 TYPICAL LIGHT DUTY CONCRETE WALK1"
= 1'-0"B2 TYPICAL HEAVY DUTY CONCRETE WALK 1" = 1'-0"C3 TYPICAL CONCRETE JOINTS 1/2" = 1'-0" B3 TYPICAL CONCRETE BROOM FINISH 1" = 1'-0"B1 TYPICAL ASPHALT PATCH DETAIL1/2" = 1'-0"C1
BIKE RACK 1/4" = 1'-0"A1 CURB RAMP - TYPE A 1/2" = 1'-0"D2 TYPICAL TREE PLANTING 1/2" = 1'-0"D1 TYPICAL PERENNIAL PLANTING 1 1/2" = 1'-0"C2 GRAVEL MULCH AT BUILDING PERIMETER 1" = 1'-0"B6
TYPICAL PAVER DETAIL 1" = 1'-0" B4 GRANITE CURB 1/2" = 1'-0"D3 TRASH ENCLOSURE WALL GENERAL SHEET NOTES - DETAILS 1 Refer to Specifications, DIVISION 01, for additional information
and requirements. REVISIONS Δ DESCRIPTION DATE
327 W. Seneca Elec. Plans_Rev. No. 1_2020.08.03.pdf
D/B ELECTRICAL LEGEND (ALL 125 SINGLE PHASE 15 & 20-AMP BRANCH CIRCUITS TO BE TAMPER-RESISTANT RECEPTACLES.) BRANCH CIRCUITS TO BE TAMPER-RESISTANT RECEPTACLES.) 2 SS CHOSEN BY OWNER
WALL MOUNTED LIGHT FIXTURE 2-WAY SWITCH, +44" TYP. U.N.O. SINGLE POLE WALL SWITCH, +44" TYP. U.N.O. 110 VOLT DUPLEX WALL OUTLET, 12" A.F.F. TYP., U.N.O. COUNTER, +45" A.F.F. TYP., U.N.O.
(ALL 125 SINGLE PHASE 15 & 20-AMP CONDUIT CONCEALED IN CEILING 110 VOLT DUPLEX WALL OUTLET INSTALLED ABOVE GROUND FAULT INTERRUPT CIRCUIT CEILING FAN w/ LIGHT FIXTURE GFI CEILING MOUNTED
EXHAUST FAN RECESSED LED LIGHTS CEILING MOUNTED PENDANT LIGHT FIXTURE WITH MOTION SENSORS DUCT LINE CHOSEN BY OWNER CEILING MOUNTED PENDANT LIGHT FIXTURE FIXTURE; CHOSEN BY OWNER CHOSEN
BY OWNER VANITY LIGHT CHOSEN BY OWNER DOORBELL SMOKE DETECTOR, HARD WIREDS PROJECT NO. PROJECT: TITLE OF DRAWING DRAWING NO. FIRST ISSUE DATE: 0 ISSUED/REVISIONS:DATE: 1 2 3 4 5 6 ENGINEER:
OWNER/DEVELOPER: 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 119 S. CAYUGA STREET ITHACA, NY 14850 327 W. SENECA ST. ITHACA, NEW YORK 14850 327 W. SENECA STREET
A 5 4 3 2 16 B C D E A B C D E 78 5 4 3 2 1678 ISSUED FOR PERMIT08/19/2019 REVISED FOR MECH. RM. EQUIP.06/04/2020 3-STORY, 12-UNIT APARTMENT BUILDING REVISED FOR CONSTRUCTION06/17/2020
DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, ENGINEER, SURVEYOR OR LANDSCAPE ARCHITECT TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX THEIR SEAL AND THE NOTATION, "ALTERED BY," FOLLOWED BY THEIR SIGNATURE AND SPECIFIC DESCRIPTION
OF THE ALTERATIONS. # VISUM DEVELOPMENT GROUP MAY 31, 2019 2019-008 REVISED TO ADD ADDT'L ELEC. INFO.08/03/2020 ELECTRICAL GENERAL NOTES E001 I GENERAL NOTES: 1. INSTALLATION OF ALL
WORK SHALL BE IN ACCORDANCE WITH THE FOLLOWING REGULATIONS, CODES, ETC. 1.1. LOCAL CODES AND ORDINANCES 1.2. THE EDITION OF THE NATIONAL ELECTRICAL CODE NFPA 70 (NEC) IN EFFECT. 2.
PRIOR TO BEGINNING ANY WORK, SECURE NECESSARY PERMITS OR CLEARANCES FROM THE AUTHORITIES HAVING JURISDICTION. PROVIDE ALL LABOR AND MATERIALS FOR A COMPLETE INSTALLATION. WORK SHALL
BE EXECUTED BY EXPERIENCED ELECTRICIANS WHO ARE LICENSED IN THE JURISDICTION WHERE THE PROJECT IS LOCATED. 3. THE CONTINUITY OF ALL EXISTING CIRCUITS TO REMAIN SHALL BE MAINTAINED 4.
ALL DEVICES SHALL BE WHITE WITH COMPATIBLE PLASTIC PLATES, INSTALLED FOR ADA COMPLIANCE U.N.O. 5. LOW VOLTAGE CONTRACTORS ARE REQUIRED TO OBTAIN INDEPENDENT PERMITS FROM THE AHJ PRIOR
TO STARTING THEIR WORK. 6. UTILIZE "DEEP" 4-SQUARES WHERE REQUIRED TO COMPLY WITH NEC 314.6. EXTRA CONSIDERATION SHALL BE GIVEN TO BOXES SUPPLYING HOME-RUNS. 7. CONFIRM EXACT ROUGH-IN
DIMENSIONS WITH ARCHITECTURAL DRAWINGS, KITCHEN EQUIPMENT, FURNITURE PLAN (IF AVAILABLE) AND SPECIALTY EQUIPMENT. 8. GENERAL CONTRACTOR TO SAW-CUT/REMOVE/PATCH EXISTING ARCHITECTURAL
SURFACES INCLUDING BUT NOT LIMITED TO SLABS, WALLS AND ROOFS. 9. SHARED NEUTRALS ARE NOT PERMISSIBLE U.N.O. 10. CONDUCTOR TICK MARKS ARE SHOWN FOR CONVENIENCE ONLY, THE CONTRACTOR IS
RESPONSIBLE FOR PROVIDING ALL CONDUCTORS WHETHER SHOWN OR NOT INCLUDING "TRAVELERS" AS NECESSARY FOR COMPLETELY OPERATIONAL SYSTEMS. 11. PROVIDE GFCI-TYPE RECEPTACLES WITHIN 6' OF ANY
SINK, IN KITCHENS, BATHROOMS, LAUNDRY AREAS AND OUTDOORS PER NEC 210.8. 12. PROVIDE AFCI PROTECTION IN DWELLING UNITS PER NEC 210.12. 13. ELECTRICAL DEVICE INSTALLATION SHALL COMPLY
WITH ACCESSIBILITY CODES ADOPTED FOR NEW MEXICO. SPECIFICALLY; MOUNT APPLICABLE SWITCHES, RECEPTACLES, AND ENVIRONMENTAL CONTROLS SO THAT THEY ARE MOUNTED WITH THE TOP OF THE DEVICE
NO HIGHER THAN 48 INCHES ABOVE FINISHED FLOOR (AFF) AND THE BOTTOM OF THE DEVICE NO LOWER THAN 15 INCHES AFF. ELECTRICAL DEVICES ABOVE COUNTERTOP (AC) OR OTHER OBSTRUCTION SHOULD COMPLY
WITH ICC/ANSI 117.1-2003 SECTION 308. 14. EXTERIOR LIGHTING SHALL COMPLY WITH THE LAS CRUCES OUTDOOR LIGHTING ORDINANCE AND THE NEW MEXICO NIGHT SKY PROTECTION ACT. 15. THE ELECTRICAL
PLANS ARE DIAGRAMMATIC ONLY. COORDINATE ELECTRICAL EQUIPMENT LOCATION AND INSTALLATION WITH EQUIPMENT BEING SERVED. PROVIDE ALL POWER AND TELECOMMUNICATION FINAL CONNECTIONS TO THE
SYSTEM FURNITURE AS REQUIRED. 16. ALL EQUIPMENT SUCH AS RELAYS, SWITCHES, PANELS, AND OTHER APPURTENANCES SHALL HAVE IDENTIFICATION PLATES OF BLACK LAMINATED PLASTIC WITH 1/2" WHITE
LETTERS. ALL JUNCTION BOXES IN CEILING CAN BE MARKED WITH BLACK PERMANENT MARKER ON COVER PLATES AS PANEL DESIGNATION AND CIRCUIT NUMBER FROM WHICH THEY ARE FED. 17. ALL CONDUCTORS
SHALL BE IDENTIFIED. ALL WIRING DEVICES SHALL BE USED WITH TYPED LABEL ON THE COVER PLATE IDENTIFYING THE PANEL DESIGNATION AND CIRCUIT NUMBER FROM WHICH THEY ARE FED. 18. ALL EQUIPMENT
SHALL BE "UL" LISTED. 19. ELECTRICAL SYSTEMS SHALL BE GROUNDED PER ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. 20. ALL CONNECTIONS TO DEVICES SHALL BE TAPED WITH SCOTCH 33 ELECTRICAL
TAPE. 21. ALL CONDUITS AND JUNCTION BOXES SHALL BE CONCEALED IN FINISHED AREAS. PRIOR TO CONCEALMENT OF NEW CONSTRUCTION, ALL WORK BEHIND FINISHED SURFACES SHALL BE INSPECTED BY THE
OWNER'S REPRESENTATIVE. 22. CONTRACTOR SHALL INFORM THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING CONSTRUCTION AND PRIOR TO COMPLETION OF CONSTRUCTION TO ALLOW SUFFICIENT TIME FOR COORDINATION
OF EXISTING BUILDING ACTIVITIES WITH THE CONSTRUCTION WORK. 23. CONTROL WIRING SHALL BE TAGGED AT EACH END AND TERMINATED WHERE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH EQUIPMENT
MANUFACTURES SPECIFICATIONS. 24. IF MATERIAL OR EQUIPMENT IS INSTALLED BEFORE IT IS APPROVED, THE CONTRACTOR SHALL BE LIABLE FOR ITS REMOVAL AND REPLACEMENT AT NO ADDITIONAL CHARGE
OR IF IN THE OPINION OF THE ARCHITECT OR ENGINEER, THE MATERIAL OR EQUIPMENT DOES NOT MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 25. THE CONTRACTOR SHALL INCLUDE IN THE WORK,
WITHOUT EXTRA COST, ANY LABOR, MATERIALS, SERVICES, APPARATUS, AND DRAWINGS IN ADDITION TO CONTRACT DOCUMENTS, IN ORDER TO COMPLY WITH ALL APPLICABLE LAWS, INDICATED AND/OR SPECIFIED.
PROVIDE ALL ELECTRICAL EQUIPMENT WITH ALL NECESSARY ASSOCIATED ACCESSORIES AND CONDUIT INFRASTRUCTURE AS REQUIRED TO ENSURE A COMPLETE AND OPERATIONAL SYSTEM AT NO ADDITIONAL COST TO
OWNER. 26. BEFORE SUBMITTING BIDS, THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE ALL ADJOINING EXISTING BUILDINGS, EQUIPMENT, AND SPACE CONDITIONS ON WHICH HIS WORK IS IN ANY WAY
DEPENDANT FOR THE BEST WORKMANSHIP AND OPERATION ACCORDING TO THE INTENT OF THE SPECIFICATIONS AND DRAWINGS. HE SHALL REPORT TO THE ARCHITECT/ENGINEER ANY CONDITION WHICH MIGHT PREVENT
HIM FROM INSTALLING HIS EQUIPMENT IN THE MANNER SPECIFIED OR AS SHOWN IN CONTRACT DOCUMENTS TEN BUSINESS DAYS PRIOR TO SUBMISSION OF BIDS. NO CONSIDERATION OR ALLOWANCE WILL BE GRANTED
FOR FAILURE TO VISIT THE SITE, NOR FOR ANY ALLEGED MISUNDERSTANDING OF MATERIALS TO BE FURNISHED OR WORK TO BE PERFORMED. THE CONTRACTOR SHALL INCLUDE IN HIS BID PRICE ALL LABOR AND
MATERIAL THAT MAY EFFECT HIS WORK. 27. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANY DISCOVERED CONFLICTS BETWEEN EXISTING INSTALLATIONS WHICH ARE NOT SCHEDULED
FOR DEMOLITION AND THE NEW WORK INDICATED WITHIN THE CONTRACT DOCUMENTS. SUCH NOTIFICATION SHALL BE ACCOMPANIED BY A DRAWING DELINEATING THE PROPOSED SOLUTION PRIOR TO STARTING ANY
WORK IN THE AFFECTED AREA. 28. ALL NEW SLAB PENETRATIONS MUST BE X-RAYED OR RADAR PRIOR TO CORE DRILLING. OBTAIN APPROVAL FROM OWNER'S REPRESENTATIVE PRIOR TO ANY CORE DRILLING. 29.
ALL MATERIALS AND WORK SHALL BE ACCORDING TO BASE BUILDING SPECIFICATIONS UNLESS OTHERWISE NOTED. 30. ALL CONDUCTORS SHALL BE COPPER. MINIMUM SIZE SHALL BE #12 AWG. CONDUCTOR #10 AWG
AND SMALLER SHALL BE SOLID. CONDUCTORS #8 AWG AND LARGER SHALL BE STRANDED. CONDUCTOR SHALL HAVE THHN/THWN INSULATION OR AS NOTED. 31. NUMBER OF WIRES MAY NOT BE INDICATED FOR ALL CIRCUITS,
ONLY THOSE WHERE CLARIFICATION IS NECESSARY. PROVIDE ALL WIRE NECESSARY FOR THE PROPER FUNCTION OF THE SYSTEM WHETHER INDICATED ON PLAN OR NOT. 32. REFER TO ARCHITECTURAL DRAWINGS FOR
THE EXACT LOCATION, ELEVATION, MOUNTING HEIGHTS AND DETAILS OF ALL LIGHT FIXTURES AND DEVICES. REPORT ANY DISCREPANCIES TO THE ARCHITECT IMMEDIATELY. 33. VERIFY DOOR SWINGS BEFORE INSTALLING
LIGHT SWITCHES. 34. GANG ALL SWITCHES SHOWN TO BE INSTALLED AT SAME LOCATION UNDER A SINGLE COVER PLATE. PROVIDE BARRIERS SWITCH BOX AS REQUIRED TO SEPARATE 120V CIRCUITS FROM 277V
CIRCUITS AND 277V CIRCUITS OF DIFFERENT PHASE. 35. PROVIDE PLASTER RING WITH PULL STRING TO SPACE ABOVE SUSPENDED CEILING FOR ALL TELEPHONE, DATA, FAX, MODEM, CATV, CARD READER, ETC.
OUTLETS INSTALLED IN HOLLOW PARTITIONS. PROVIDE 3/4" EMPTY CONDUIT AND PULL STRING TO SPACE ABOVE SUSPENDED CEILING FOR THESE OUTLETS INSTALLED IN AN INSULATED PARTITION. PROVIDE 1"
E.C. WITH 2 STRINGS FOR COMBINATION DATA/TEL OUTLET. 36. MAINTAIN INTEGRITY OF THE FIRE RATED CONSTRUCTION WHERE CONDUITS PASS THROUGH WALLS AND FLOORS. 37. ALL BACK BOXES INSTALLED
ON OPPOSITE SIDES OF THE SAME PARTITION SHALL BE STAGGERED. DO NOT MOUNT THE BACK BOXES BACK TO BACK. 38. TYPE MC CABLE MAY BE USED IN LIEU OF EMT FOR BRANCH CIRCUITS, IN DRYWALL PARTITION
AND IN CEILING PLENUM WHERE IS ALLOWED BY NEC AND THE BUILDING OWNER. (MC CABLE FOR ISOLATED CIRCUIT SHALL HAVE TWO (2) SEPARATE GROUNDING CONDUCTORS). 39. CONTRACTOR'S SCOPE OF WORK
INCLUDES TRACING ALL EXISTING CIRCUITS IN THE CONSTRUCTION AREA BACK TO SOURCE. IF REMOVAL OF EXISTING ELECTRICAL EQUIPMENT AFFECTS ANY EXISTING CIRCUITS, CONTRACTOR SHALL PROVIDE CIRCUIT
BREAKERS, WIRING, CONDUIT, ETC. REQUIRED TO RECONNECT EXISTING-TO-REMAIN ELECTRICAL EQUIPMENT BACK TO SOURCE. 40. PROVIDE ACCESS PANELS IN ALL INACCESSIBLE JUNCTION BOXES AS REQUIRED
BY THE N.E.C. 41. CONTRACTOR SHALL PROVIDE 50% STEP-DIM BALLASTS IN ALL LIGHTING FIXTURES WHERE TWO LEVELS OF SWITCHING ARE INDICATED. 42. ALL EXISTING AND NEW PANELS IMPACTED BY THIS
PROJECT SHALL BE PROVIDED WITH NEW UPDATED TYPEWRITTEN PANEL SCHEDULES INDICATING THE FINAL ROOM NUMBER AND THE EQUIPMENT OR DEVICES SERVED BY THE CIRCUIT. CONTRACTOR TO BE BALANCE
THE NEW LOADS ON ALL THREE PHASES FOR EACH PANELBOARD WHERE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH EQUIPMENT MANUFACTURER'S SPECIFICATIONS 43. INSTALLATION OF EQUIPMENT, COMPONENTS
AND WIRING FOR ELECTRICAL SYSTEMS SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF EQUIPMENT MANUFACTURER. 44. DELIVER PRODUCTS TO PROJECT SITE IDENTIFIED WITH NAMES, MODEL NUMBERS, TYPES,
GRADES, COMPLIANCE LABELS, AND OTHER INFORMATION NEEDED FOR DISTINCT IDENTIFICATION; ADEQUATELY PACKAGED AND PROTECTED TO PREVENT DAMAGE DURING SHIPMENT, STORAGE, AND HANDLING. PROTECT
STORED EQUIPMENT AND MATERIALS FROM DAMAGE. COMPLY WITH MANUFACTURER'S RIGGING AND MOVING INSTRUCTIONS FOR UNLOADING EQUIPMENT AND MOVING INTO FINAL LOCATION. 45. CONTRACTOR TO COORDINATE
ELECTRICAL WORK TO AVOID INTERFERENCE BETWEEN ALL OTHER TRADES. 45.1. DETERMINE INTERFERENCE BEFORE WORK IS FABRICATED OR INSTALLED. THE CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH
ALL DETAILS OF WORK AND WORKING CONDITIONS AND COORDINATE WORK DURING PRELIMINARY STAGES TO ENSURE ACTUAL ERECTION WILL PROCEED WITHOUT INTERFERENCE. COORDINATION IS OF PARAMOUNT IMPORTANCE
AND NO REQUESTS FOR ADDITIONAL PAYMENT WILL BE CONSIDERED WHERE REQUEST IS BASED ON INTERFERENCE. 45.2. WHERE JOB CONDITIONS REQUIRE REASONABLE DEVIATIONS FROM CONTRACT DOCUMENTS,
MAKE DEVIATIONS WITHOUT ADDITIONAL COST TO OWNER, AFTER OBTAINING APPROVAL OF ARCHITECT. 45.3. PROVIDE MAXIMUM PRACTICAL SPACE FOR OPERATION, REPAIR, REMOVAL, AND TESTING OF ELECTRICAL
EQUIPMENT. APPROVED DEVIATIONS MAY BE MADE TO PROVIDE REQUIRED ACCESSIBILITY. 45.4. KEEP CONDUITS, WIREWAYS AND SIMILAR ITEMS AS CLOSE AS POSSIBLE TO CEILING, WALLS AND COLUMNS IN ORDER
TO TAKE UP MINIMUM AMOUNT OF SPACE. 45.5. PROVIDE OFFSETS, FITTINGS AND SIMILAR ITEMS NECESSARY TO ACCOMPLISH REQUIREMENTS OF COORDINATION WITHOUT ADDITIONAL EXPENSE TO OWNER. 45.6.
PROVIDE ACCESS TO AND CLEARANCES AROUND EQUIPMENT AS REQUIRED BY THE N.E.C. 46. LIGHTING FIXTURES SHALL BE INDIVIDUALLY SUPPORTED FROM THE STRUCTURAL FRAMING MEMBERS ABOVE. 47. CONTRACTOR
SHALL PROVIDE WRITTEN CERTIFICATION THAT ALL PRODUCTS, MATERIALS AND PROCESSES INSTALLED IN THE SPACE CONTAINS NO ASBESTOS OR PCB. 48. TESTING: 48.1. TEST AND ADJUST EQUIPMENT AND SYSTEMS
INSTALLED AND DEMONSTRATE PROPER OPERATION TO OWNER'S REPRESENTATIVE. NO EQUIPMENT SHALL BE TESTED OR OPERATED FOR ANY PURPOSE UNTIL IT HAS BEEN FULLY PREPARED FOR OPERATION IN ACCORDANCE
WITH MANUFACTURER'S INSTRUCTIONS. 48.2. SHOW, BY DEMONSTRATION IN SERVICE, THAT ALL CIRCUITS AND DEVICES ARE IN GOOD OPERATING CONDITION. EACH PIECE OF EQUIPMENT AND COMPONENT OF THE
ELECTRICAL SYSTEM SHALL FUNCTION NOT LESS THAN FIVE TIMES IN COURSE OF THE ACCEPTANCE TESTS. 49. ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL, PLUMBING AND OTHER TRADES TO PROVIDE
ALL EQUIPMENT ASSOCIATED WITH THEIR RESPECTIVE TRADES WITH NECESSARY WIRING AND CONDUIT INFRASTRUCTURE FOR ALL SENSORS, AND CONTROL SYSTEMS AS REQUIRED. SERVICE SIZING CALCULATIONS
- LOAD RECAP: 1. STANDARD METHOD: SEE THE LOAD SHEETS, THIS PAGE, TO THE RIGHT, FOR EACH UNIT TYPE. ARTICLE 220, PART III. 2. TOTAL CONNECTED LOADS: 2.1. UNITS 101/104, 201/204, 301/304
= 19.5 KVA / UNIT (117.0 KVA) 2.2. UNITS 102/103, 202/203, 302/303 = 18.1 KVA / UNIT (108.6 KVA) 2.3. HOUSE PANEL = 6 KVA 2.4. TOTAL = 231.6 KVA 3. DEMAND FACTOR PER NEC TBL. 220.84:
12-13 UNITS: 3.1. 231.6 KVA X 0.41 DEMAND FACTOR = 95.0 KVA (396A) 4. SERVICE CONFIGURATION: 4.1. 400A, 1-PHASE/3-WIRE, 120/240V. 5. SERVICE CONDUCTOR SIZE: 5.1. PARALLELED IN TWO RACEWAYS
(NEC 240.4(B)). 5.2. 396A / 2 RACEWAYS = 198A / CONDUCTOR 5.3. PER TABLE 310.15(B)(16): 5.3.1. SIZE: TWO (2) SETS OF FOUR (4) 300 MCM XHHW-AL IN 3" RMC 6. GROUNDING ELECTRODE CONDUCTOR:
6.1. 300kcmil X 2 = 600kcmil 6.2. THROUGH 600kcmil = 1/0 AWG (TABLE 250.66) 7. FEEDER INSTALLATION: 7.1. INCLUDE EQUIPMENT GROUNDING CONDUCTOR IN EACH RACEWAY. 7.2. PER SECTION 250.118
AND TABLE 250.122, SIZE FOR 600kcmil IS 1 AWG TO EACH RACEWAY. MAIN S S N N #1 15A #23 BATH LIGHTS 14/2 AWG 14/2 AWG 14/2 AWG 14/2 AWG 14/2 AWG #3 15A #5 15A #7 15A #9 15A BATH VENT
FAN LIVING, DINING, KITCHEN LIGHTS BEDROOM #1 FAN/LIGHTS BEDROOM #1 OUTLETS LIVING/DINING OUTLETS KITCHEN OUTLETS 14/2 AWG 14/2 AWG 12/2 AWG #2 15A #4 15A #6 20A BATH OUTLETS 14/2 AWG
#8 15A WASHER & DRYER HOT WATER TANK STOVE BATH WALL HEAT DISHWASHER PANEL GFCI STOVE WASHER & DRYER BASEBOARD HEAT BASEBOARD HEAT REFRIGERATOR 8/2 AWG #12 #14 40A 12/2 AWG #10 20A
#16 #18 30A #22 15A #24 #11 15A #13 #15 30A #21 10/2 AWG 10/2 AWG 14/2 AWG 14/2 AWG 14/2 AWG #20 15A OPEN OPEN OPEN OPEN OPEN #19 #17 MAIN S S N N #1 15A #23 BATH LIGHTS 14/2 AWG 14/2
AWG 14/2 AWG 14/2 AWG 14/2 AWG #3 15A #5 15A #7 15A #9 15A BATH VENT FAN LIVING, DINING, KITCHEN LIGHTS BEDROOM #1 FAN/LIGHTS BEDROOM #1 OUTLETS LIVING/DINING OUTLETS KITCHEN OUTLETS
14/2 AWG 14/2 AWG 12/2 AWG #2 15A #4 15A #6 20A BATH OUTLETS 14/2 AWG #8 15A WASHER & DRYER HOT WATER TANK STOVE BATH WALL HEAT DISHWASHER PANEL GFCI STOVE WASHER & DRYER BASEBOARD
HEAT BASEBOARD HEAT REFRIGERATOR 8/2 AWG #12 #14 40A 12/2 AWG #10 20A #16 #18 30A #22 15A #24 #11 15A 14/2 AWG #15 15A 10/2 AWG #17 #19 30A #21 10/2 AWG BEDROOM #2 OUTLETS BEDROOM #2
FAN/LIGHTS 14/2 AWG 14/2 AWG 14/2 AWG 14/2 AWG #20 15A #13 15A OPEN OPEN OPEN MAIN S S N N #1 15A #23 BATH LIGHTS 14/2 AWG 14/2 AWG 14/2 AWG 14/2 AWG 14/2 AWG #3 15A #5 15A #7 15A #9
15A BATH VENT FAN LIVING, DINING, KITCHEN LIGHTS BEDROOM #1 FAN/LIGHTS BEDROOM #1 OUTLETS LIVING/DINING OUTLETS KITCHEN OUTLETS 14/2 AWG 14/2 AWG 12/2 AWG #2 15A #4 15A #6 20A BATH
OUTLETS 14/2 AWG #8 15A WASHER & DRYER HOT WATER TANK STOVE BATH WALL HEAT DISHWASHER PANEL GFCI STOVE WASHER & DRYER BASEBOARD HEAT BASEBOARD HEAT REFRIGERATOR 8/2 AWG #12 #14 40A
12/2 AWG #10 20A #16 #18 30A #22 15A #24 #11 15A #13 #15 30A #21 10/2 AWG 10/2 AWG 14/2 AWG 14/2 AWG 14/2 AWG #20 15A OPEN OPEN OPEN OPEN OPEN #19 #17 PROJECT NO. PROJECT: TITLE OF
DRAWING DRAWING NO. FIRST ISSUE DATE: 0 ISSUED/REVISIONS:DATE: 1 2 3 4 5 6 ENGINEER: OWNER/DEVELOPER: 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 119 S. CAYUGA
STREET ITHACA, NY 14850 327 W. SENECA ST. ITHACA, NEW YORK 14850 327 W. SENECA STREET A 5 4 3 2 16 B C D E A B C D E 78 5 4 3 2 1678 ISSUED FOR PERMIT08/19/2019 REVISED FOR MECH. RM.
EQUIP.06/04/2020 3-STORY, 12-UNIT APARTMENT BUILDING REVISED FOR CONSTRUCTION06/17/2020 DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION
OF A LICENSED ARCHITECT, ENGINEER, SURVEYOR OR LANDSCAPE ARCHITECT TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX THEIR
SEAL AND THE NOTATION, "ALTERED BY," FOLLOWED BY THEIR SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. # VISUM DEVELOPMENT GROUP MAY 31, 2019 2019-008 REVISED TO ADD ADDT'L ELEC.
INFO.08/03/2020 ELECTRICAL SCHEDULES E002 FEEDER SCHEDULE: TWO (2) SETS OF FOUR (4) 300 MCM XHHW-AL IN 3" RMC 1/0-1/0-1/0-2 AL SER CABLE, TYP OF ALL APARTMENT FEEDS 2-2-2-4 AL SER CABLE
A B C UNITS 301 - 304 PANELS P301 - P304 125A MLO 120/240V 1PH-3W 24-SP UNITS 201 - 204 PANELS P201 - P204 125A MLO 120/240V 1PH-3W 24-SP UNITS 101 - 104 PANELS P101 - P104 125A MLO
120/240V 1PH-3W 24-SP HOUSE PANEL 125A MLO 120/240V; 1PH-3W; 24-SP SQD QO124L125PG 4-POSITION METER BRANCH: 125A RESIDENTIAL TYPE W/O BYPASS; 125A-2P BREAKER FOR EACH APARTMENT FEED;
SQD EZM114125; TYP. OF 2 5-POSITION METER BRANCH: 125A RESIDENTIAL TYPE W/O BYPASS; 125A-2P BREAKER FOR EACH APARTMENT FEED; SQD EZM115125 PROVIDE 125A-2P BREAKER FOR HOUSE PANEL FEED
UNDERGROUND SERVICE FROM UTILITY POLE, SEE SITE PLAN RESIDENCES (1ST FLOOR) MECHANICAL ROOM (1ST FLOOR) RESIDENCES (2ND FLOOR) RESIDENCES (1ST FLOOR) RESIDENCES (3RD FLOOR) RESIDENCES
(2ND FLOOR) A C B ELECTRICAL POWER RISER DIAGRAM SCALE: 12" = 1'-0"1 B B B B B B B B B B B PANEL LAYOUTS FOR UNITS 102, 103, 202, 203, 302, 303 SCALE: N.T.S.2 400A MAIN SERVICE DISCONNECT
400A CIRCUIT BREAKER 120/240 VAC, 1PH-3W (SQD EZM3400CBU) PANEL LAYOUTS FOR UNITS 101, 104, 201, 204, 301, 304 SCALE: N.T.S.3 HOUSE PANEL LAYOUT SCALE: N.T.S.4 EQUIPMENT SCHEDULE DESCRIPTION
QTY. MANUFACTURER MODEL TYPE/SIZE COLOR WALL HEATER 14 CADET CSC101TW IN-WALL, 1,000-WATT, 120V WHITE WATER HEATER 12 RHEEM EGSP20 20 GAL., 1,500-WATT, 120V VENTILATION FAN 12 BROAN
LP50100DC 50/80/100 CFM CEILING BATHROOM VENT FAN WHITE BASEBOARD HEATER 12 FAHRENHEAT F2544 48-IN., 1,000-WATT, 240V WHITE BASEBOARD HEATER 18 FAHRENHEAT F25408 96-IN., 2,500-WATT,
240V WHITE UNIT CEILING LIGHTS COMMERCIAL ELECTRIC NS01aA11FR1-2 59 5/6 IN. INTEGRATED LED RECESSED FIXTURE WHITE MECH. ROOM LIGHTS 2 COMMERCIAL ELECTRIC 54283141 4 FT. 64-WATT EQ.
INTEGRATED LED STRIP LIGHT FIXTURE, 4000K BRIGHT WHITE 3600 LUMENS WHITE NOTES: 1. ALL OTHER LIGHT FIXTURES PER ARCHITECT/OWNER SPECIFICATIONS. 2. CEILING FANS PER ARCHITECT/OWNER SPECIFICATIONS.
3. APPLIANCES PER ARCHITECT/OWNER SPECIFICATIONS. APPLIANCE LOAD RATINGS SHALL BE AT OR LOWER THAN THE LOAD SHEETS ON E001. INCHESDUAL DIMENSIONS: [MILLIMETERS] ADDITIONAL NOTES :
WHEN USED AS SERVICE EQUIPMENT, INSTALL BONDING STRAP AND REINSTALL GROUND LUG WHERE APPROPRIATE. HANDLE EXTENSION AVAILABLE, ORDER KIT AHEXLI, HANDLE IS HINGED, ALLOWING IT TO BE TUCKED
UNDER THE DOOR ON THE COVER. THIS LUG IS AVAILABLE FROM SQUARE D. ORDER CATALOG NUMBER CMELK4, KIT INCLUDES 4 LUGS. INDICATED VERSA-CRIMP CRIMPING TOOL. KNOCKOUTS MMIN CONDUIT SIZE
13 51 89 38 76 64 102 19 .50 2.00 3.50 1.50 3.00 2.50 4.00 .75 A F I E H G J B SYMBOL NOTES: 1. FINISH - GRAY BAKED ENAMEL POWDER COAT PAINT OVER CLEANED GALVANIZED STEEL. 2. UL LISTED
- FILE E-10582, VOL. M, E-131840, VOL. M 3. SUITABLE FOR USE AS SERVICE EQUIPMENT. 4. MAIN HORIZONTAL CROSS BUS RATED AT 800 AMPERES. 5. MAIN DEVICES ARE SEALABLE BY UTILITY. 6. GANGABLE
MULTI-METERING EQUIPMENT IS DESIGNED FOR WALL MOUNTING ONLY. (NOT SUITABLE FOR FLOOR STANDING EQUIPMENT.) 3Ø 4W 208Y/120VAC OR 240/120VAC DELTA SYSTEM TYPE 400 MAIN RATING (AMPERES)
CATALOG NUMBER * EZM3400CBU MAIN CIRCUIT BREAKER (FACTORY INSTALLED) LHF36400 LINE PHASE AND NEUTRAL LUG LANDING PADS PROVIDED FOR USE WITH CRIMP-TYPE LUGS(2-HOLE MOUNTING) QUANTITY
OF LUGS PER PAD. 1 (ORDER LUGS SEPARATELY) (1) #6-300 GROUND LUG WIRE RANGE (FACTORY INSTALLED) CATALOG NUMBER ALTERNATE LUG QUANTITY PER LINE SIDE PHASE AND NEUTRAL TERMINALS (ORDER
SEPARATELY) ANDERSON ILSCO CMC EZM3400CBU VC-6 1 1 1 1 1 1 1 1 1 MECHMECHMECHMECHIDT-12MECHVC-8VC-7 250-600 CU VHCL60012BN VHCL75012BN 500-750 CU VACL100012BN 750-1000 AL LID2600 #2-600
AL/CU 250-600 AL/CU 2ACL600 TA-6002N #2-600 AL/CU (2) #2-600 AL/CU AU-6002N (2 BARREL) #2-600 AL/CU A1B26002 2AB2600 (2 BARREL) (2) #2-600 AL/CU SEAL BRACKET BOTTOM MOUNTING BRACKET
TOP MOUNTING BRACKET E,F,G,H,I,J A,B 16.30 414 AØ LOAD BØ CØ N CIRCUIT BREAKER A Ø B Ø C Ø NEUTRAL DISCONNECT LINK LINE BOX BONDING WHEN REQUIRED GROUND WHEN REQUIRED N SERVICE GROUND
LUGS WHEN REQUIRED LOAD .38 [10] .40 [10] 1.71 [43] 1.50 [38] .72 [18] .50 DIA [13] .25 DIA [6] 1.77 [45].78 [20] 1.50 [38] .38 DIA [10] .31 DIA [8] .10 X .40 SLOT [3] [10].42 DIA
[11] 1.12 [28] .91 [23] 5.80 [147] TYP 4.34 [110] 3.03 [77] 11.06 [281] 20.28 [515] HANGING MOUNTING RAIL 11.50 [292] 49.37 [1254] 4.00 [102] 11.06 [281] CLOSING PLATES SUPPLIED FACTORY
INSTALLED. REMOVE PRIOR TO CONNECTING BRANCH UNIT AND REINSTALL AT END OF LINE-UP. HORIZONTAL CROSS BUS SYSTEM INCLUDES EXCLUSIVE VISI-TITE JOINT-NUTS TO MAKE ALL PHASE AND NEUTRAL
CONNECTIONS BETWEEN TWO EZM UNITS. NEUTRAL DISCONNECT LINK BONDING STRAP PROVIDED (FIELD INSTALL WHEN USED AS SERVICE EQUIPMENT) GROUND LUG LINE NEUTRAL LINE PHASE LUGS 20.46 [520]
16.30 [414] 3.44 [87] TYP 30.25 [768] Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø N 1.71 [43] .83 [21] .50 [13] .38 [10] 1.50 [38] 1.77 [45] 1.50 [38] .78 [20] .50 DIA [13] .25 DIA [6] .38 DIA [10] TOP
MOUNTING BRACKET BOTTOM MOUNTING BRACKET EZM115125 KNOCKOUTS SYMBOL CONDUIT SIZE IN MM A .50 13 B C D E .75 1.25 1.50 1.00 19 25 32 38 A,B,C C,D,E HORIZONTAL CROSS BUS SYSTEM INCLUDES
EXCLUSIVE VISI-TITE JOINT-NUTS TO MAKE ALL PHASE AND NEUTRAL CONNECTIONS BETWEEN TWO EZM UNITS. C,D,E TOP OF MOUNTING CHANNEL TENANT CIRCUIT BREAKER 125A MAX. TIGHTEN 50LB-FT. (600LB-IN.)
EQUIPMENT GROUNDS AND SERVICE GROUND LOAD NEUTRALS LINE 7.09 [180] 57.12 [1451] 6.59 [167] 31.30 [795] 10.48 [266] 7.54 [192] 4.59 [117] 1.65 [42] 12.12 [308] 5.75 [146] 2.44 [62] 2.72
[69] TYP 1.67 [42] 1.62 [41] 1.78 [45] 4.79 [122] 7.10 [180] 11.19 [284] 9.00 [229] TYP 12.25 [311] 3.75 [95]2.21 [56] 3.44 [87] 5.20 [132] TYP 6.59 [167] 2.48 [63] SYSTEM TYPE (IN)
DUAL DIMENSIONS: SERVICE PROVIDED (OUT) CATALOG NUMBER METER SOCKET TYPE NUMBER OF POSITIONS QO,QO-VH,OR QOH 125A MAX 2-POLE 5 1««3W 120/240VAC 4-JAW RING TYPE WITHOUT BYPASS 1«3W
120/240VAC TENANT CIRCUIT BREAKER (ORDER SEPARATELY) Ø Ø LOAD NEUTRAL WIRE RANGE EQUIPMENT GROUND AND SERVICE GROUND WIRE RANGE (8) #14-2/0 AWG CU (8) #12-2/0 AWG AL (6) #14-2/0 AWG
CU (6) #12-2/0 AWG AL HORIZONTAL CROSS BUS RATED 800A CONTINUOUS. (UNIT SUPPLIED WITH ALL ALUMINUM BUSSING). SUPPLIED WITH DRIP HOOD FOR USE OUTDOORS (NEMA 3R). DRIP HOOD IS REMOVABLE
WHEN USED INDOORS (NEMA 1). A FACTORY INSTALLED TOP ENDWALL WITH KNOCKOUT SIMILAR TO BOTTOM ENDWALL IS SUPPLIED FOR CABLE EXITS OUT THE TOP. .32 [8] 5TH JAW OMITTED ON RING STYLE TYPE
EZM UNITS IF REQUIRED ORDER ONE 5TH JAW KIT PER METER SOCKET POSITION (CATALOG NUMBER: 5J) LINE NOTES: 1. FINISH - GRAY BAKED ENAMEL POWDER COAT PAINT OVER CLEANED GALVANIZED STEEL.
2. UL LISTED - FILE E-10582, VOL. M, E-131840, VOL. M 3. SUITABLE FOR USE AS SERVICE EQUIPMENT. 4. MAIN HORIZONTAL CROSS BUS RATED AT 800 AMPERES. 5. MAIN DEVICES ARE SEALABLE BY UTILITY.
6. GANGABLE MULTI-METERING EQUIPMENT IS DESIGNED FOR WALL MOUNTING ONLY. (NOT SUITABLE FOR FLOOR STANDING EQUIPMENT.) INCHES [MILLIMETERS] Ø Ø Ø Ø Ø Ø Ø Ø Ø Ø N 1.71 [43] .83 [21] .50
[13] .38 [10] 1.50 [38] 1.77 [45] 1.50 [38] .78 [20] .50 DIA [13] .25 DIA [6] .38 DIA [10] SYSTEM TYPE (IN) TOP MOUNTING BRACKET BOTTOM MOUNTING BRACKET DUAL DIMENSIONS: INCHES [MILLIMETERS]
SERVICE PROVIDED (OUT) CATALOG NUMBER METER SOCKET TYPE NUMBER OF POSITIONS QO,QO-VH,OR QOH 125A MAX 2-POLE 4 1««3W 120/240VAC EZM114125 4-JAW RING TYPE WITHOUT BYPASS 1«3W 120/240VAC
KNOCKOUTS SYMBOL CONDUIT SIZE IN MM A .50 13 B C D E .75 125 1.50 1.00 19 25 32 38 6.59 [167] 2.44 [62] 2.72 [69] TYP 1.67 [42] 1.62 [41] 1.78 [45] 5.75 [146] 12.12 [308] A,B,C C,D,E
HORIZONTAL CROSS BUS SYSTEM INCLUDES EXCLUSIVE VISI-TITE JOINT-NUTS TO MAKE ALL PHASE AND NEUTRAL CONNECTIONS BETWEEN TWO EZM UNITS. C,D,E 31.30 [795] 48.12 [1222] 6.59 [167] 3.75 [95]
12.25 [311] 2.21 [56] 3.44 [87] 5.20 [132] TYP 11.19 [284] 9.00 [229] TYP 10.48 [266] 7.54 [192] 4.59 [117] 1.65 [42] 2.48 [63] 4.79 [122] 7.10 [180] TOP OF MOUNTING CHANNEL TENANT
CIRCUIT BREAKER 125A MAX. TIGHTEN 50LB-FT. (600LB-IN.) EQUIPMENT GROUNDS AND SERVICE GROUND LOAD NEUTRALS LINE TENANT CIRCUIT BREAKER (ORDER SEPARATELY) Ø Ø LOAD NEUTRAL WIRE RANGE
EQUIPMENT GROUND AND SERVICE GROUND WIRE RANGE (7) #14-2/0 AWG CU (7) #12-2/0 AWG AL (5) #14-2/0 AWG CU (5) #12-2/0 AWG AL 5TH JAW OMITTED ON RING STYLE TYPE EZM UNITS IF REQUIRED ORDER
ONE 5TH JAW KIT PER METER SOCKET POSITION (CATALOG NUMBER: 5J) HORIZONTAL CROSS BUS RATED 800A CONTINUOUS. (UNIT SUPPLIED WITH ALL ALUMINUM BUSSING). 7.09 [180]SUPPLIED WITH DRIP HOOD
FOR USE OUTDOORS (NEMA 3R). DRIP HOOD IS REMOVABLE WHEN USED INDOORS (NEMA 1). A FACTORY INSTALLED TOP ENDWALL WITH KNOCKOUT SIMILAR TO BOTTOM ENDWALL IS SUPPLIED FOR CABLE EXITS OUT
THE TOP. .32 [8] LINE NOTES: 1. FINISH - GRAY BAKED ENAMEL POWDER COAT PAINT OVER CLEANED GALVANIZED STEEL. 2. UL LISTED - FILE E-10582, VOL. M, E-131840, VOL. M 3. SUITABLE FOR USE
AS SERVICE EQUIPMENT. 4. MAIN HORIZONTAL CROSS BUS RATED AT 800 AMPERES. 5. MAIN DEVICES ARE SEALABLE BY UTILITY. 6. GANGABLE MULTI-METERING EQUIPMENT IS DESIGNED FOR WALL MOUNTING
ONLY. (NOT SUITABLE FOR FLOOR STANDING EQUIPMENT.) QO124L125PG 125 34 24 KNOCKOUTS 1.00 C 25 1.25 2.50 2.001.50 D G FE 32 64 5138 .75 B 19 .50 A 13 IN MM SYMBOL CATALOG NUMBER MAXIMUM
SYSTEM VOLTAGE MAINS AMPERE RATING SPACES MAXIMUM NUMBER OF SINGLE POLE CIRCUITS MAIN WIRE SIZE AWG AL/CU 120/240VAC 1Ø 3W #6-2/0 20.92 [531] 18.06 [459] 1.43 [36] 5.50 [140] 3.75 [95]
14.25 [362] .44 DIA [11] (4 HOLES) C,D,E,F,G B,C,D,E B,C,D,E A,B,C,D A A,B C,D,E,F A B,C,D,E A,B (4 HOLES) R.25 [6] R.14 [4] .47 [14] 2.10 [53].57 [14] LINE LINE 4.38 [111] S S N N
QO124L125PG QO124L125PGC NOTES: 1. FINISH - GRAY BAKED ENAMEL ELECTRODEPOSITED OVER CLEANED PHOSPHATIZED STEEL. 2. UL LISTED - FILE E-6294 3. NEUTRALS - INSULATED GROUNDABLE. 4. LOAD
CENTERS WITH "G" IN CATALOG NUMBER INCLUDE A FIELD INSTALLABLE EQUIPMENT GROUND BAR KIT. 5. LOAD CENTERS WITH "P" IN CATALOG NUMBER INCLUDE EXTENDED NEUTRALS FOR PLUG ON NEUTRAL READY
INTERIORS. 6. LOAD CENTERS WITH "C" IN CATALOG NUMBER INCLUDE FLUSH/SURFACE MOUNTED COVER. B,C,D,E PROJECT NO. PROJECT: TITLE OF DRAWING DRAWING NO. FIRST ISSUE DATE: 0 ISSUED/REVISIONS:DATE:
1 2 3 4 5 6 ENGINEER: OWNER/DEVELOPER: 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 119 S. CAYUGA STREET ITHACA, NY 14850 327 W. SENECA ST. ITHACA, NEW YORK
14850 327 W. SENECA STREET A 5 4 3 2 16 B C D E A B C D E 78 5 4 3 2 1678 ISSUED FOR PERMIT08/19/2019 REVISED FOR MECH. RM. EQUIP.06/04/2020 3-STORY, 12-UNIT APARTMENT BUILDING REVISED
FOR CONSTRUCTION06/17/2020 DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, ENGINEER, SURVEYOR OR LANDSCAPE ARCHITECT
TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX THEIR SEAL AND THE NOTATION, "ALTERED BY," FOLLOWED BY THEIR SIGNATURE
AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. # VISUM DEVELOPMENT GROUP MAY 31, 2019 2019-008 REVISED TO ADD ADDT'L ELEC. INFO.08/03/2020 ELECTRICAL DETAILS E003FIVE POSITION METER BRANCH
(SQUARE D) SCALE:N.T.S3 400A MAIN SERVICE DISCONNECT DETAIL (SQUARE D) SCALE: N.T.S1 FOUR POSITION METER BRANCH (SQUARE D) SCALE:N.T.S4 TYPICAL UNIT POWER PANEL (SQUARE D) SCALE:N.T.S2
GFI/6 16/18 20/GFI 15 9 2 1 1 ALL STAIR ENTRY, STAIR, AND CORRIDOR LIGHTING TO REMAIN ON AT ALL TIMES AND CIRCUITED TO EMERGENCY PANELBOARD IN MECH.RM. S S S S S S S S S S S DW DW DW
DW UP MECH. CLO. MECH. MECH. CLO. BEDROOM 2 BEDROOM 1 LIVING/ DINING BATH BATH BATH LIVING/ DINING CLO. BATH CLO. KITCHENCLO. REF. KITCHEN SLEEPING CLO. SLEEPING KITCHEN LIVING/ DINING
LIVING/ DINING KITCHEN REF. REF. REF. STAIR ENTRY STAIRWELL W/DW/D W/D W/D WH WH RANGE RANGERANGE RANGE WH WH GFI S T T T GFI/22 9 9 11 13 13 13 13 17/19 17/19 17/19 17/19 17/19 17/19
17/19 17/19 15 15 17/19 11 11 11 15 1 2 7 GFI/5 5 7 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 GFI/6GFI/610 12/14 8 2/3-WAY 2/3-WAY 2/3-WAY 1 1 BEDROOM 2 BEDROOM 1 2 2 2 2 2 2 2/3-WAY 2 2
2 2 GFI/6 8 12/14 10 GFI/6 GFI/6 20/GFI 9 13 11 15 15 13 T 17/19 T 17/19 9 9 9 11 11 11 15 13 4 4 4 4 4 4 GFI/22 2/3-WAY 4 16/18 2 GFI/5 5 1 1 12 1 17/19T 2 2/3-WAY 17/19 T17/19 2 1
1 2 7 GFI/5 5 1 1 1 1 2 1 1 2 7 GFI/5 5 1 1 1 1 9 9 9 9 9 16/18 16/18 13 20/GFI 20/GFI GFI/22 GFI/22 2 2 2 222 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2/2-WAY 10 GFI/6 GFI/6 12/148 4 4 4 4 2/2-WAY
11 11 11 11 11 11 11 11 11 11 17/19 T17/19 17/19 17/19T 11 11 9 9 9 9 9 9 17/19T 17/19 4 4 4 4 2 10GFI/6 GFI/612/14 8 2 1 1 1 1 1 1 1111111 3 3 3 3 3 3 3 PROJECT NO. PROJECT: TITLE
OF DRAWING DRAWING NO. FIRST ISSUE DATE: 0 ISSUED/REVISIONS:DATE: 1 2 3 4 5 6 ENGINEER: OWNER/DEVELOPER: 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 119 S.
CAYUGA STREET ITHACA, NY 14850 327 W. SENECA ST. ITHACA, NEW YORK 14850 327 W. SENECA STREET A 5 4 3 2 16 B C D E A B C D E 78 5 4 3 2 1678 ISSUED FOR PERMIT08/19/2019 REVISED FOR MECH.
RM. EQUIP.06/04/2020 3-STORY, 12-UNIT APARTMENT BUILDING REVISED FOR CONSTRUCTION06/17/2020 DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION
OF A LICENSED ARCHITECT, ENGINEER, SURVEYOR OR LANDSCAPE ARCHITECT TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX THEIR
SEAL AND THE NOTATION, "ALTERED BY," FOLLOWED BY THEIR SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. # VISUM DEVELOPMENT GROUP MAY 31, 2019 2019-008 REVISED TO ADD ADDT'L ELEC.
INFO.08/03/2020 FIRST FLOOR UNITS 101 - 104 SCALE: 38" = 1'-0"1 400A MAIN SERVICE DISCONNECT 4-POS. METER BRANCH 125A HOUSE PANEL 5-POS. METER BRANCH WALL HEATER FIRST FLOOR ELECTRICAL
PLAN E101 UNIT 101 UNIT 102 UNIT 103 UNIT 104 TYP. 8-FT. BASEBOARD HEAT UNIT TYP. 4-FT. BASEBOARD HEAT UNIT TYP. 4-FT. BASEBOARD HEAT UNIT TYP. POWER PANEL DW DW DW DW UP REF. REF.REF.
REF. W/DW/D W/D W/D WH WHWH WH RANGE RANGERANGE RANGE GFI/6 15 9 S S S T T T 9 9 11 13 13 13 13 17/19 17/19 17/19 17/19 17/19 15 15 17/19 11 11 11 15 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 GFI/6GFI/610
12/14 8 2/3-WAY 2/3-WAY 2/3-WAY 4 16/18 20/GFI 2 2 GFI/22 2 1 1 7 1 1 2 GFI/5 5 9 2 1 1 2 1 7 1 5 GFI/5 T 4 17/19 GFI/22 17/19 2 2 2 2 2 2 4 2/3-WAY 44 S GFI/6 8 12/14 10 GFI/6 GFI/6
2 2 2 16/18 20/GFI 2 2 2 2 2/3-WAY 2 S S 17/19 17/19 9 13 11 15 15 13 T 17/19 T 17/19 9 9 9 11 11 11 15 13 13 15 S 2 1 1 2 7 GFI/5 51 1 16/18 20/GFI 2 2 2 2/2-WAY 10 GFI/6GFI/6 12/148
9 9 9 11 17/19 T 17/19 17/19 17/19T 2 2 2 2 2 2 11 9 11 GFI/22 2/2-WAY 4 4 9 2 2 2 9 9 11 2 2 2 17/19 T17/19 2/2-WAY 4 17/19 17/19 T 11 11 9 4 11 9 9 1 1 2 1 2 7 1 GFI/5 5 16/18 20/GFI
2 2 2 S 8 GFI/6GFI/6 12/1410 11 GFI/22 PROJECT NO. PROJECT: TITLE OF DRAWING DRAWING NO. FIRST ISSUE DATE: 0 ISSUED/REVISIONS:DATE: 1 2 3 4 5 6 ENGINEER: OWNER/DEVELOPER: 112 N. MAIN
ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 119 S. CAYUGA STREET ITHACA, NY 14850 327 W. SENECA ST. ITHACA, NEW YORK 14850 327 W. SENECA STREET A 5 4 3 2 16 B C D E A B
C D E 78 5 4 3 2 1678 ISSUED FOR PERMIT08/19/2019 REVISED FOR MECH. RM. EQUIP.06/04/2020 3-STORY, 12-UNIT APARTMENT BUILDING REVISED FOR CONSTRUCTION06/17/2020 DRAWING ALTERATION IT
IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, ENGINEER, SURVEYOR OR LANDSCAPE ARCHITECT TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY
WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX THEIR SEAL AND THE NOTATION, "ALTERED BY," FOLLOWED BY THEIR SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.
# VISUM DEVELOPMENT GROUP MAY 31, 2019 2019-008 REVISED TO ADD ADDT'L ELEC. INFO.08/03/2020 SECOND FLOOR UNITS 201 - 204 SCALE: 38" = 1'-0"1 SECOND FLOOR ELECTRICAL PLAN E102 UNIT 201
UNIT 202 UNIT 203 UNIT 204 TYP. 8-FT. BASEBOARD HEAT UNIT TYP. 4-FT. BASEBOARD HEAT UNIT TYP. POWER PANEL DW DW DW DW UP REF. REF. REF. REF. W/DW/D W/D W/D WH WHWH WH RANGE RANGERANGE
RANGE GFI/6 15 9 S S S T T T 9 9 11 13 13 13 13 17/19 17/19 17/19 17/19 17/19 15 15 17/19 11 11 11 15 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 GFI/610 12/14 8 2/3-WAY 2/3-WAY 2/3-WAY 4 16/18 20/GFI
2 2 GFI/22 2 1 1 7 1 1 2 GFI/5 5 9 2 1 1 2 1 7 1 5 GFI/5 T 4 17/19 GFI/22 17/19 2 2 2 2 2 2 4 2/3-WAY 44 S GFI/6 8 12/14 10 GFI/6 GFI/6 2 2 2 16/18 20/GFI 2 2 2 2 2/3-WAY 2 S S 17/19
17/19 9 13 11 15 15 13 T 17/19 T 17/19 9 9 9 11 11 11 15 13 13 15 2 1 1 2 7 GFI/5 51 1 16/18 20/GFI 10 GFI/6GFI/6 12/148 2 GFI/22 S 2 2 2 2/2-WAY 9 9 9 11 17/19 T 17/19 17/19 17/19T
2 2 2 2 2 11 9 11 2/2-WAY 4 4 9 11 2 2 2 9 9 11 2 2 2 17/19 T17/19 2/2-WAY 4 17/19 17/19 T 11 11 9 4 9 9 1 1 2 1 2 7 1 GFI/5 5 16/18 20/GFI 2 2 2 S 8 GFI/6GFI/6 12/1410 11 GFI/22 PROJECT
NO. PROJECT: TITLE OF DRAWING DRAWING NO. FIRST ISSUE DATE: 0 ISSUED/REVISIONS:DATE: 1 2 3 4 5 6 ENGINEER: OWNER/DEVELOPER: 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM
119 S. CAYUGA STREET ITHACA, NY 14850 327 W. SENECA ST. ITHACA, NEW YORK 14850 327 W. SENECA STREET A 5 4 3 2 16 B C D E A B C D E 78 5 4 3 2 1678 ISSUED FOR PERMIT08/19/2019 REVISED
FOR MECH. RM. EQUIP.06/04/2020 3-STORY, 12-UNIT APARTMENT BUILDING REVISED FOR CONSTRUCTION06/17/2020 DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER
THE DIRECTION OF A LICENSED ARCHITECT, ENGINEER, SURVEYOR OR LANDSCAPE ARCHITECT TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY
LAW TO AFFIX THEIR SEAL AND THE NOTATION, "ALTERED BY," FOLLOWED BY THEIR SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. # VISUM DEVELOPMENT GROUP MAY 31, 2019 2019-008 REVISED
TO ADD ADDT'L ELEC. INFO.08/03/2020 THIRD FLOOR UNITS 301 - 304 SCALE: 38" = 1'-0"1 THIRD FLOOR ELECTRICAL PLAN E103 UNIT 301 UNIT 302 UNIT 303 UNIT 304 TYP. 8-FT. BASEBOARD HEAT UNIT
TYP. 4-FT. BASEBOARD HEAT UNIT TYP. POWER PANEL
327 W. SENECA STREET_STRUCTURAL_PLANS_09-11-2020_REVISION.pdf C:\Jobs\STREAM\327 W SENECA STREET\REVIT\327 W.pdf
20' - 8 3/4" 10 5/8" 11 22 44 ACE BD 33 11 7/8" TJI 230 @ 16" O.C. 11 7/8" TJI 230 @ 16" O.C. 11 7/8" TJI 230 @ 16" O.C. 11 7/8" TJI 230 @ 16" O.C. H2 OPEN 27' - 1 7/8"15' - 11 3/4"27'
- 1 1/4" 70' - 2 3/4" 19' - 10 3/8" 8' - 6 3/4" 7' - 5 5/8" 35' - 10 3/4" 1. GRID LINES ARE AT CENTER OF STUD WALLS UNLESS NOTE OTHERWISE. SEE ARCH DRAWINGS FOR ADDITIONAL
DIMENSIONS. 2. FLOOR DECK TO BE 3/4" ADVANTECH EXP-1 OR EQUAL. 3. FLOOR JOISTS TO BE 11 7/8" TJI 230 BY WEYERHAUSER OR EQUAL UNLESS NOTED OTHERWISE. NOTE: FRAMING PLANS SHOW
THE FLOOR PLAN AND WALLS BELOW UNLESS NOTED OTHERWISE. HEADERS SHOWN ON THE FRAMING PLAN ARE FOR SUPPORT OF THAT FLOORS FRAMING OR FOR WINDOW OR DOOR OPENINGS IN THE WALL BELOW. FRAMING
PLAN NOTES: H2 11 7/8" TJI 230 @ 16" O.C. H3 H3 H2 PSWA PSWA PSWA PSWA PSWA PSWA SWB1 SWCSWC SWC SWC SWCSWC SWCSWC 4" WALL OFFSET 4 S103 4 S103 6 S103 6 S103 4 S102 5 S102 4 S102 5
S102 --9 S103 H2H2 H1 1 11 H1 H2 H2H1H1 11 H1 1 1.ALL WOOD FRAMING MATERIAL SHALL BE SURFACED DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. 2.ALL STUD AND WALL FRAMING SHALL BE AS FOLLOWS:
A. BELOW THE SECOND FLOOR DECK: • MIN NO. 2 GRADE SOUTHERN YELLOW PINE (SYP), OR • MIN NO. 2 DOUG FIR -LARCH B. ABOVE THE SECOND FLOOR DECK: • MIN NO. 2 GRADE
SPRUCE-PINE-FIR (SPF) "STUD" GRADE MATERIAL IS STRICTLY PROHIBITED FROM USE 3.ALL DIMENSION LUMBER JOISTS, HEADERS, RAFTER & MISC. FRAMING SHALL BE NO. 2 GRADE, SOUTHERN PINE
OR NO. 2 GRADE DOUG FIR -LARCH. PROVIDE FULL-DEPTH BRIDGING AT MIDSPAN AND AT A MAXIMUM SPACING OF 8'-0' O/C IN BETWEEN. 4.ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY
OR CONCRETE SHALL BE PRESSURE-TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS ASSOCIATION SPECIFICATIONS. WHERE POSSIBLE, ALL CUTS AND HOLES SHOULD BE COMPLETED BEFORE TREATMENT.
CUTS AND HOLES DUE TO ON-SITE FABRICATION SHALL BE BRUSHED WITH 2 COATS OF COPPER NAPHTHENATE SOLUTION CONTAINING A MINIMUM OF 2% METALLIC COPPER IN SOLUTION (PER AWPA STD. M4). 5.THE
CONTRACTOR SHALL CAREFULLY SELECT LUMBER TO BE USED IN LOAD BEARING APPLICATIONS. THE LENGTH OF A SPLIT ON THE WIDE FACE OF 3" (NOMINAL) AND THICKER LUMBER SHALL BE LIMITED TO 1/2
OF THE NARROW FACE DIMENSION. 6.PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS WHICH RUN PARALLEL WITH JOISTS AND UNDER ALL CONCENTRATED LOADS FROM FRAMING ABOVE 7.PROVIDE HEADER BEAMS
OF THE SAME SIZE AS JOISTS OR RAFTERS TO FRAME AROUND OPENINGS IN THE PLYWOOD DECK UNLESS OTHERWISE INDICATED. 8.BOLT HOLES SHALL BE CAREFULLY CENTERED AND DRILLED NOT MORE THAN 1/16"
LARGER THAN THE BOLT DIAMETER. BOLTED CONNECTIONS SHALL BE SNUGGED TIGHT BUT NOT TO THE EXTENT OF CRUSHING WOOD UNDER WASHERS. 9.PREFABRICATED METAL JOIST HANGERS, HURRICANE CLIPS,
HOLD-DOWN ANCHORS AND OTHER ACCESSORIES SHALL BE AS MANUFACTURED BY "SIMPSON STRONG-TIE COMPANY", TEL. 800-999-5099 OR APPROVED EQUAL. INSTALL ALL ACCESSORIES PER THE MANUFACTURER'S
REQUIREMENTS. ALL STEEL SHALL HAVE A MINIMUM THICKNESS OF 0.04 INCHES (PER ASTM A446, GRADE A) AND BE GALVANIZED (COATING G60 FOR INTERIOR FRAMING). 10.HOLES AND NOTCHES DRILLED OR
CUT INTO WOOD FRAMING SHALL NOT EXCEED THE ALLOWANCES OF THE 2015 INTERNATIONAL BUILDING CODE AND SHALL CONFORM TO MANUFACTURE'S RECOMMENDATIONS. 11.ALL PLATES, ANCHORS, NAILS, BOLTS,
NUTS, WASHERS, AND OTHER MISCELLANEOUS HARDWARE USED WITH PRESERVATIVE TREATED LUMBER SHALL BE CORROSION PROTECTED FOR USE WITH PRESERVATIVE TREATED WOOD. 12.MIN. SILL PLATE ANCHORAGE:
CONCRETE/MASONRY FOUNDATION: -PROVIDE 1/2" X 16" ANCHOR BOLTS @ 24" O.C. AND WITHIN 12" OF ALL PLATE ENDS. PROVIDE MIN. OF 2 BOLTS OR ANCHOR STRAPS PER PIECE.
-CONTRACTORS OPTION TO USE 1/2'' DIA SIMPSON TITEN HD HEAVY DUTY SCREW ANCHOR FOR CONCRETE AND MASONRY W/ 5 3/4'' EMBEDMENT. 13.FASTENING SHALL CONFORM
TO NEW YORK STATE BUILDING CODE TABLE 2304.9.1 FASTENING SCHEDULE, UNLESS OTHERWISE NOTED. GENERAL WOOD FRAMING NOTES (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES
SHALL APPLY) 1.PREFABRICATED LAMINATED VENEER LUMBER (LVL) HEADERS AND BEAMS SHALL BE MICROLLAM AS MANUFACTURED BY WEYERHAEUSER BOISE, IDAHO OR APPROVED EQUAL. MICROLLAM MATERIAL SHALL
BE 1.9E SOUTHERN PINE. 2.PREFABRICATED PARALLEL STRAND LUMBER (PSL) BEAMS SHALL BE PARALLAM BY WEYERHAEUSER BOISE IDAHO OR APPROVED EQUAL. PARALLAM SHALL BE 2.0E. 3.UNLESS OTHERWISE
RECOMMENDED BY THE MANUFACTURER, FASTEN LVL PIECES LESS THAN 14 INCHES IN DEPTH (BUILT-UP BEAMS) USING THREE ROWS OF 10d NAILS SPACED AT 12”ON CENTER. BEAMS 14 INCHES OR GREATER SHALL
BE FASTENED WITH FOUR ROWS OF 10d NAILS. 4.DO NOT CUT OR NOTCH LVL OR PSL MATERIAL WITHOUT THE MANUFACTURER'S APPROVAL. UNLESS OTHERWISE INDICATED, EACH LVL AND PSL SHALL BEAR DIRECTLY
ON SUPPORTING COLUMN OR POST. 5.BEARING LENGTH SHALL CONFORM TO MANUFACTURERS REQUIREMENTS. UNLESS OTHERWISE PROVIDED, BEARING LENGTH FOR A SPECIFIC BEAM / HEADER SHALL BE BASED ON
REACTION RESULTING FROM MAXIMUM ALLOWABLE UNIFORM LOAD FOR A GIVEN SPAN. 6.SUBMIT COMPLETE SHOP DRAWINGS FOR ALL PRE-ENGINEERED LUMBER. SHOW MEMBER SIZE, LOADING, SPAN, CONNECTIONS,
HANGER AND LOAD CAPACITY. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN NEW YORK STATE. PRE-ENGINEERED LUMBER (UNLESS
OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) 1.PREFABRICATED WOOD I-JOISTS SHALL BE DESIGNED AND FURNISHED IN ACCORDANCE WITH A CURRENT CODE-ACCEPTED EVALUATION
REPORT. STRUCTURAL CAPACITIES AND DESIGN PROVISIONS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D 5055. 2.WOOD JOISTS SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT
THE FOLLOWING APPLIED LOADS, UNLESS OTHERWISE INDICATED: EXPECTED JOIST SIZES FOR WEYERHAUSER TRUS JOIST PRODUCTS ARE SHOWN ON FRAMING PLANS. FLOOR
LIVE LOAD -REFER TO DESIGN LOADS DEAD LOAD -REFER TO DESIGN LOADS + PARTITION LOAD (IF ANY) 3.WOOD I-JOISTS SHALL BE ERECTED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS.
THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY AND PERMANENT BRACING AS REQUIRED FOR SAFE ERECTION AND PERFORMANCE OF THE JOISTS. 4.WOOD I -JOISTS SHALL NOT BE CUT, NOTCHED, COPED, DRILLED
NOR OTHERWISE ALTERED IN ANY WAY UNLESS SPECIFICALLY CONDUCTED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN REQUIREMENTS. DO NOT CUT FLANGES. 5.WOOD I -JOISTS SHALL BE PRODUCED BY
A CODE ACCEPTED FABRICATOR WITH A MINIMUM OF FIVE (5) YEARS EXPERIENCE PRODUCING PREFABRICATED WOOD I-JOISTS. QUALITY CONTROL SHALL BE AUDITED BY AN AGENCY ACCEPTED BY THEIBC 2006.
6.WEB PANELS MUST BE JOINED WITH A MACHINED AND GLUED VEE JOINT TO FORM A CONTINUOUS MEMBER. ALL JOINTS SHALL BE GLUED USING AN EXTERIOR TYPE ADHESIVE PER ASTM D 2559. 7.WOOD I -JOISTS
SHALL BE STORED IN BUNDLES IN AN UPRIGHT POSITION AND AWAY FROM GROUND CONTACT. ANY DAMAGE TO JOISTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE JOIST SUPPLIER. FIELD REPAIR
OR MODIFICATION OF JOISTS MUST NOT BE MADE WITHOUT THE WRITTEN APPROVAL BY THE SUPPLIER, EXCEPT FOR TRIMMING TO CORRECT LENGTH. 8.WOOD I -JOISTS SHALL BE CAREFULLY HANDLED TO PREVENT
DAMAGE AND DISTORTION. EACH JOIST SHALL BE ANCHORED AND BRACED, AS IT IS ERECTED, USING BLOCKING PANELS AND ANCHORAGE INDICATED (AND PER THE SUPPLIER'S REQUIREMENTS). ERECTOR SHALL
PROVIDE SUPPLEMENTAL LATERAL 9.BRACING OF THE TOP FLANGE UNTIL SHEATHING IS PROPERLY NAILED. 10.COORDINATE SIZE AND LOCATION OF OPENINGS IN JOIST WEBS WITH MECHANICAL AND ELECTRICAL
DRAWINGS. ADHERE TO GUIDELINES FOR HOLE ALLOWABLE SIZE AND PLACEMENT. 11.SUBMIT COMPLETE SHOP DRAWINGS FOR ALL WOOD FLOOR JOISTS SHOWING MEMBER SIZES, SPECIES, GRADE, MOISTURE CONTENT,
SPAN, CAMBER, DIMENSIONS, CHORD PITCH, BRACING REQUIREMENTS AND LOADINGS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED
IN NEW YORK STATE. PRE-FABRICATED WOOD I-JOIST (TJI) NOTES (UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY) HEADER SCHEDULE HEADER TYPE H1 SIZE T/BEAM ELEVEND
SUPPORTSNOTES (2) 1 3/4"x 11 7/8" LVL (2) 2x8DOOR/ WINDOW HEADER (UNO)(1) JACK STUDREF SECTION C H2 (1) JACK STUD 4 1/2" 2" 2" EQEQ SECTION A (SAWN) 5 1/4" 2" 2" EQEQ SECTION B (LVL)
(2) ROWS 16d@12" O.C. EA. SIDE (2x6 & 2x8) (3) ROWS 16d @ 12" O.C. EA. SIDE (2x10) (3) ROWS 16d@12" O.C. EA. SIDE SEE SCHEDULE 2 1/2" EXT. STRUCT. SHEATHING (2) 16d @ 12" T&B HEADER.
SEE PLAN & HEADER SCHEDULE 2x8 CONT TOP & BOTTOM ROUGH OPENING SEE ARCH FOR WINDOW/ DOOR HEAD DETAILS AND FOR FLASHING, SEALING, AND INSULATION @ HEADERS SECTION C (EXTERIOR) FLUSH
W/ JOISTS(3) 2x6 JACK STUD(3) 2x6 JACK STUD H3 FLUSH W/ JOISTS NOTE: INTERIOR 3' WIDE DOORWAY HEADERS TO BE (2) 2x8 MIN. UNLESS NOTED OTHERWISE H4 FLUSH W/ JOISTSHANGER TO LVL HEADER(2)
2x6 JACK STUD H5FLUSH W/ JOISTS(3) 2x6 JACK STUD(3) 2x6 JACK STUD (3) 2x6 JACK STUD (3) 2x6 JACK STUD(3) 2x4 JACK STUD (2) 1 3/4"x 11 7/8" LVL (2) 1 3/4"x 11 7/8" LVL (2) 1 3/4"x 11
7/8" LVL I-JOISTS @ 16" OC TYP EXT WALL 2x8 @ 16 W/ 7/16 STRUCT 1 EXT SHEATHING 3/4" FLOOR SHEATHING GLUED & NAILED SEE PLAN EXT WALL SYSTEM SEE ARCH 8d @ 6" O.C. (3) 16D @ 12" O.C.
CONTINUE STUD WALL FRAMING TO UNDERSIDE OF FLOOR DECK NOTE: SEE STRUCTURAL NOTES THIS SHEET FOR MATERIAL NOTES & ADDITIONAL INFO. FIN CONTINUOUS 1 1/4" RIM BOARD 3/4" FLOOR SHEATHING
GLUED & NAILED TJI FLOOR JOIST @ 16" O.C. TYP EXT WALL 2x8 @ 16 W/ EXT SHEATHING (1) 10d T&B FLOOR EXT WALL SYSTEM SEE ARCH 8d@6" O.C. JOINT SHEATHING @ MID HEIGHT OF RIM JOIST. DO
NOT JOINT AT SILL PLATES FRAMING SYMBOL KEY: INDICATES 7/16" OSB STRUCTURAL 1 PANEL SHEATHING THIS SIDE OF WALL (UNDER 5/8" GYP) SEE WALL TYP. SHADING INDICATES WOOD FRAME INTERIOR
BEARING WALL. MAX STUD SPACING = 16" O.C. UNLESS NOTED OTHERWISE. ALL EXTERIOR WALLS ARE BEARING WALLS. INTERIOR BEARING/SHEARWALL SWC H# INDICATES SHEAR WALL TYPE. SEE SHEAR WALL
SCHED & DETAILS INDICATES HEADER. SEE HEADER SCHEDULE. IF NO HEADER TYPE IS SHOWN USE H1. REQUIRED HEADER END SUPPORT IS PROVIDED IN THE HEADER SCHEDULE EXTERIOR WOOD FRAME BEARING/SHEAR
WALL. 2x6 STUDS @ 16" O.C.,UNLESS NOTED OTHERWISE, WITH 7/16" OSB STRUCTURAL 1 PANEL SHEATHING ON EXT FACE OF STUD. EXTERIOR BEARING /SHEARWALL H1 H# INDICATES HEADER. SEE HEADER SCHEDULE.
IF NO HEADER TYPE IS SHOWN USE H1. INDICATES PLYWOOD OR OSB WEB "I-JOISTS". JOISTS TO BE EQUAL TO 11 7/8" TJI 230 BY WEYERHAUSER @ 16" OC UNLESS NOTED OTHERWISE. INDICATES SHEARWALL
TIE-DOWN ANCHOR POINTS SEE DETAILS 6 & 7/S103 INDICATES SOLID SAWN WOOD JOIST. JOIST TO BE 2x10 @ 16" UNO 1.ALL PLYWOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICAN PLYWOOD
ASSOCIATION (APA) SPECIFICATIONS 2.ALL ROOF PANEL SHEATHING SHALL BE 5/8" (NOM.) SQUARE EDGE ADVANTECH SHEATHING OR EQUAL. SUITABLE EDGE SUPPORT SHALL BE PROVIDED USING 2X BLOCKING
BETWEEN FRAMING. UNLESS OTHERWISE NOTED, CONNECT ROOF SHEATHING WITH 10D COMMON NAILS AT 6" O/C AT SUPPORTED PANEL EDGES AND 12" O/C AT INTERMEDIATE SUPPORTS. 3.ALL FLOOR SHEATHING
SHALL BE 3/4" (NOM.) ADVANTECH SHEATHING EXP. I. WITH TONGUE AND GROOVE EDGE OR APPROVED EQUAL. UNLESS OTHERWISE NOTED, CONNECT FLOOR SHEATHING WITH 10D COMMON NAILS, 6" O/C AT SUPPORTED
PANEL EDGES AND 12" O/C AT INTERMEDIATE SUPPORTS, AND ADHESIVES MEETING APA SPECIFICATION AFT-01. APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 4.ALL WALL PANEL SHEATHING
SHALL BE 1/2" (NOM.) TYPE CDX. EXP. APA STRUCTURAL 1 RATED SHEATHING OR 7/16'' OSB STRUCTURAL 1 RATED. UNLESS OTHERWISE INDICATED, CONNECT WALL SHEATHING WITH 8D COMMON NAILS SPACED
6" O/C AT SUPPORTED PANEL EDGES AND 12" O/C AT INTERMEDIATE SUPPORTS. REFER TO THE SHEAR WALL SCHEDULE FOR ADDITIONAL INFORMATION AT SHEAR PANELS. 5.INSTALL ALL SHEATHING WITH THE
LONG DIMENSION OF THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. STAGGER PANEL END JOINTS. ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES UNLESS OTHERWISE
RECOMMENDED BY THE SHEATHING MANUFACTURER. 6.ALL NAILING SHALL BE CAREFULLY DRIVEN AND NOT OVERDRIVEN. THE USE OF STAPLES IS PROHIBITED FROM USE. 7.PROVIDE 2X BLOCKING AT UNSUPPORTED
PANEL EDGES FOR ALL ROOFS, FLOORS AND WALLS. STRUCTURAL WALL AND ROOF SHEATHING NOTES Project # Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2
Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 B C D 213 East Seneca Street Ithaca, New York 14850 www.ElwynPalmer.com 607.272.5060 Elwyn Palmer & CONSULTING
ENGINEERS, PLLC As indicated 9/11/2020 9:18:47 AMC:\Jobs\STREAM\327 W SENECA STREET\REVIT\327 W.Seneca Street_Structural_shall fnd‐Central V19_SS.rvt S102 SECOND FLOOR FRAMING PLAN
2018015 327 W. SENECA ST 03.06.2020 VISUM DEVELOPMENT ITHACA, NY 14850 1/8" = 1'-0" 1 2'ND FLOOR FRAMING PLAN 1 1/2" = 1'-0" 2 HEADER SCHEDULE 3/4" = 1'-0" 5 FLOOR JOIST PARRALEL TO
EXT WALL 3/4" = 1'-0" 4 FLOOR JOISTS BEARING @ EXT WALL1 SWCSWC REVISIONS ΔDESCRIPTIONDATE 1UPDATE09/11/2020 1 2 4 ACE BD 3 H5 H2 H4 11 7/8" TJI 230 @ 16" O.C. 11 7/8" TJI 230 @ 16"
O.C. 11 7/8" TJI 230 @ 16" O.C. OPEN 27' - 1 7/8"7' - 11 7/8"7' - 11 7/8"27' - 1 1/4" 70' - 2 3/4" 19' - 10 3/8" 8' - 6 3/4" 7' - 5 5/8" 35' - 10 3/4" 1. GRID LINES ARE AT CENTER OF
STUD WALLS UNLESS NOTE OTHERWISE. SEE ARCH DRAWINGS FOR ADDITIONAL DIMENSIONS. 2. FLOOR DECK TO BE 3/4" ADVANTECH EXP-1 OR EQUAL. 3. FLOOR JOISTS TO BE 11 7/8" TJI 230 BY
WEYERHAUSER OR EQUAL UNLESS NOTED OTHERWISE. NOTE: FRAMING PLANS SHOW THE FLOOR PLAN AND WALLS BELOW UNLESS NOTED OTHERWISE. HEADERS SHOWN ON THE FRAMING PLAN ARE FOR SUPPORT
OF THAT FLOORS FRAMING OR FOR WINDOW OR DOOR OPENINGS IN THE WALL BELOW. FRAMING PLAN NOTES: 4" WALL SETBACK 7 S103 SWB 4 S103 SWCSWC 4 S103 PSWA PSWA PSWA PSWA PSWA PSWA SWC SWC SWC
SWC 6 S103 6 S103 4 S102 5 S102 4 S102 5 S102 --9 S103 H2H2 11 H1 H1 H2 1 H1H1H1H1H1H1 1 H1 H1 H2 1 "TOP MOUNT" BACKER BLOCK SHALL BE TIGHT TO BOTTOM OF TOP FLANGE WITH 1/4" TO 2" GAP
AT TOP OF BOTTOM FLANGE. " FACE MOUNT" BACKER BLOCK SHALL BE TIGHT TO BOTTOM OF TOP FLANGE WITH 1/4" TO 2" GAP AT TOP OF BOTTOM FLANGE. BACKER BLOCK 1/4" TO 2" GAP 1/4" TO 2" GAP BACKER
BLOCKS SHALL BE AT LEAST 12" LONG PER HANGER. NAILS SHALL BE CLINCHED WHEN POSSIBLE. VERIFY CAPACITY AND FASTENING REQUIREMENTS OF HANGERS AND CONNECTORS. " FACE MOUNT" TO LVL LVL
HEADER BETWEEN JOISTS LVL HEADER BETWEEN JOISTS HEADERED-OFF JOISTS LVL HEADER SIMPSON LSTA 12 20 GAUGE STRAP TIE 1 1/4" x 12" WITH (10) 10D NAILS, BOTH SIDES REQUIRED FOR PLATE PENETRATIONS>
2 1/2". 5 1/2" SECTION A-A AA PIPE THROUGH SILL 2x6 BOTTOM SILL (2) 2X6 TOP SILL 1' - 4" OPENING > 2 1/2" SIMPSON LSTA 12 20 GAUGE STRAP FIN FLOOR 3/4" FLOOR SHEATHING 11 7/8" TJI @
16" OC FLOOR JOIST 1-8d EACH SIDE OF JOIST CONT. 1 1/4 TJI LSL RIM JOIST DOUBLE TOP PLATE 2x6 STUD BEARING WALL FACE MOUNTED JOIST HANGER STRUCT 1 SHEAR WALL SHEATHING 11 7/8" TJI @
16" OC FLOOR JOIST TJI BLOCKING BETWEEN JOISTS FRAMING SYMBOL KEY: INDICATES 7/16" OSB STRUCTURAL 1 PANEL SHEATHING THIS SIDE OF WALL (UNDER 5/8" GYP) SEE WALL TYP. SHADING INDICATES
WOOD FRAME INTERIOR BEARING WALL. MAX STUD SPACING = 16" O.C. UNLESS NOTED OTHERWISE. ALL EXTERIOR WALLS ARE BEARING WALLS. INTERIOR BEARING/SHEARWALL SWC H# INDICATES SHEAR WALL TYPE.
SEE SHEAR WALL SCHED & DETAILS INDICATES HEADER. SEE HEADER SCHEDULE. IF NO HEADER TYPE IS SHOWN USE H1. REQUIRED HEADER END SUPPORT IS PROVIDED IN THE HEADER SCHEDULE EXTERIOR WOOD
FRAME BEARING/SHEAR WALL. 2x6 STUDS @ 16" O.C.,UNLESS NOTED OTHERWISE, WITH 7/16" OSB STRUCTURAL 1 PANEL SHEATHING ON EXT FACE OF STUD. EXTERIOR BEARING /SHEARWALL H1 H# INDICATES HEADER.
SEE HEADER SCHEDULE. IF NO HEADER TYPE IS SHOWN USE H1. INDICATES PLYWOOD OR OSB WEB "I-JOISTS". JOISTS TO BE EQUAL TO 11 7/8" TJI 230 BY WEYERHAUSER @ 16" OC UNLESS NOTED OTHERWISE.
INDICATES SHEARWALL TIE-DOWN ANCHOR POINTS SEE DETAILS 6 & 7. INDICATES SOLID SAWN WOOD JOIST. JOIST TO BE 2x10 @ 16" UNO DOUBLE STUD @ END OF SHEARWALL PANEL (TYP) SYSTEM EXT WALL
5/8"Ø A325 THREADED ROD APPLY LOCKTIGHT RED AFTER TIGHTENING NUT (BOTH ENDS) SIMPSON TIE DOWN -SEE SCHEDULE PROVIDE 2x2x1/4" PLATE WASHER T&B 2x8 EXT. WALL 8D @ 6" OR 4" @ PANEL EDGES
SEE SCH. T/SUBFLOOR DOUBLE TOP PLATE STUDWALL @ 16" O.C. EXTEND TO UNDERSIDE OF DECK @ SHEAR WALLS 7/16" STRUCT 1 SHEATHING ONE SIDE OF WALL. EXTEND TO UNDERSIDE OF DECK JOIST BEARING
3/4" FLOOR SHEATHING STUD PLATE (2) 1/4" LAG SCREWS x5" @ 16" O.C. 1 1/4" RIM JOIST NO NOT JOINT SHEATHING AT SILL PLATES. LAP OVER RIM JOIST. BLOCKING 5/8"Ø A325 THREADED ROD APPLY
LOCKTIGHT AFTER TIGHTENING NUT (BOTH ENDS) SIMPSON HTT4 (WHERE REQ'D. SEE SHEARWALL SCHEDULE) SIMPSON HTT4 FOUNDATION PLAN 0' -0" 2'ND FLOOR FRAMING PLAN 9' -5" Level 3 18' -10" TRUSS
BEARING 27' -3" 3'RD FLOOR FRAMING PLAN 18' -10" 124 3 7/16" STRUCTURAL 1 OSB SHEATHING W/ 8D NAILS @ 4" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. (SHEAR WALL TYPE
SWB) 7/16" STRUCTURAL 1 OSB SHEATHING BOTH SIDES OF STUD WALL W/ 8D NAILS @ 4" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS (SHEAR WALL TYPE SWB2) S103 7 TYP S103 7 S103
7 S103 7 PROVIDE DOUBLE STUDS @ TIE-DOWN LOCATIONS (TYP) SIMPSON HTT4 TIE-DOWN. SECURE TO SLAB W/ 5/8" DIA WEDGE BOLT (HILTI OR EQUAL) Project # Date STREAM Collaborative architecture + landscape
architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 B C D 213 East Seneca Street Ithaca, New York 14850 www.ElwynPalmer.com
607.272.5060 Elwyn Palmer & CONSULTING ENGINEERS, PLLC As indicated 9/11/2020 9:18:47 AMC:\Jobs\STREAM\327 W SENECA STREET\REVIT\327 W.Seneca Street_Structural_shall fnd‐Central V19_SS.rvt
S103 THIRD FLOOR FRAMING PLAN 2018015 327 W. SENECA ST 03.06.2020 VISUM DEVELOPMENT ITHACA, NY 14850 1/8" = 1'-0" 1 3'RD FLOOR FRAMING PLAN 1 1/2" = 1'-0" 2 HEADER AT "I"JOIST 1/2"
= 1'-0" 3 STUD WALL SILL PLATE PENETRATION DETAIL 3/4" = 1'-0" 4 TYP DETAIL @ CORRIDOR BEARING WALL 3/4" = 1'-0" 6 TYP SHEARWALL CONNECTOR NORTH & SOUTH EXT WALLS 3/4" = 1'-0" 7 TYP
SHEARWALL CONNECTOR AT INTERIOR SHEAR WALL 1/4" = 1'-0" 9 EAST-WEST INTERIOR SHEAR WALL DETAILS REVISIONS ΔDESCRIPTIONDATE 1UPDATE09/11/2020 1 1 2 4 ACE BD 3 RIDGE RIDGE VALLEY H I
P R I D G E HIP RIDGE 6/12 6/12 6/12 6/12 6/12 6/12 6/12 GABLE ROOF TRUSS STEP-DOWN HIP-SET ROOF TRUSSES DROP-TOP GABLE END TRUSS OVER EXT WALL. 2x4 OUTLOOKERS @ 2' O.C. OVER DROP-TOP
GABLE END TRUSS. OVER-BUILD GABLE DORMER W/ 2x6 RAFTERS TO DORMER RIDGE OVER-BUILD GABLE DORMER W/ 2x6 RAFTERS TO DORMER RIDGE 2x4 OUTLOOKERS @ 2' O.C. TO EAVE DROP-TOP GABLE END TRUSS
OVER EXT WALL. 2x4 OUTLOOKERS @ 2' O.C. OVER DROP-TOP GABLE END TRUSS. 70' - 2 3/4" 2 S104 35' - 10 3/4" ROOF SHEATING TO BE 5/8" ADVANTECH OR CDX PLYWOOD. SEE SHEATHING NOTES ON S-102.
SEE ARCH FOR ROOF SYSTEM. 9 S103 H2H2 1 1 H1 H1 H1 H1 H2 H2 H1H1H1H1H1H1 1 1 TRUSS BEARING 27' -3" 1 2 4 3 6.00 12 6.00 12 1' - 4" 1' - 4" 3 5/8"3 5/8" 35' - 10 3/4" GRID LINE IS AT
CENTER OF 2x8 BEARING WALL TRUSS MFG TO PROVIDE HURRICANE TIES SIZED FOR TRUSS UPLIFT PRE-ENGINEERED WOOD ROOF TRUSS NOTES 1.WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT
THE FOLLOWING APPLIED LOADS: A. GRAVITY LOADING CASE TOP CHORD LOADING LIVE LOAD -REFER TO DESIGN LOADS DEAD LOAD -12.0 PSF BOTTOM CHORD LOADING LIVE LOAD (ATTIC) -10 PSF DEAD LOAD
-7.5 PSF (EXCLUDES TRUSS SELF-WEIGHT) B. WIND LOADING CASE(IBC 2015 AND ASCE 7-05) SEE DESIGN LOADS FOR WIND COMPONENT CRITERIA TOP CHORD LOADING ON THE SURFACE AREA P = QH [(GCP)-(GCPI)]
BOTTOM CHORD LOADING, ON THE SURFACE AREA NET UPLIFT = P -(BOTTOM CHORD DL X .67) 2.WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE APPLICABLE PROVISIONS
OF THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION OF THE NATIONAL FOREST PRODUCTS ASSOCIATION, THE DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS
PLATE INSTITUTE AND THE IBC 2015 AND ITS REFERENCED STANDARDS 3.WOOD MATERIALS SHALL BE SOUTHERN PINE, DOUGLAS FIR OR LARCH AND SHALL BE KILN DRIED AND USED AT 19% MAXIMUM MOISTURE
CONTENT. PROVIDE GRADE NO. 2 OR AS REQUIRED TO SATISFY STRESS REQUIREMENTS. 4.CONNECTOR PLATES SHALL BE NOT LESS THAN 0.036 INCHES (20 GAUGE) IN COATED THICKNESS, SHALL MEET OR EXCEED
ASTM GRADE A OR OR HIGHER AND SHALL BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A-525 (COATING G60). MINIMUM STEEL YIELD STRESS SHALL BE 33, 000 PSI. 5.TRUSSES SHALL BE FABRICATED IN
A PROPERLY EQUIPPED MANUFACTURING FACILITY OF A PERMANENT NATURE. TRUSSES SHALL BE MANUFACTURED BY EXPERIENCED WORKMEN USING PRECISION CUTTING, JIGGING AND PRESSING EQUIPMENT UNDER
THE REQUIREMENTS IN QUALITY CONTROL STANDARDS QST-88 OF THE TRUSS PLATE INSTITUTE. 6.SECONDARY BENDING STRESSES IN TRUSS TOP AND BOTTOM CHORDS DUE TO DEAD, LIVE AND WIND LOADS SHALL
BE CONSIDERED IN THE DESIGN. LOAD DURATION FACTORS SHALL BE PER THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". 7.WOOD TRUSSES, SHALL BE ERECTED IN ACCORDANCE WITH THE TRUSS
MANUFACTURER'S REQUIREMENTS. THIS WORK SHALL BE DONE BY A QUALIFIED AND EXPERIENCED CONTRACTOR. TRUSS ERECTION BY AN INEXPERIENCED OR UNQUALIFIED CONTRACTOR CAN RESULT IN CONSTRUCTION
COLLAPSE AND/OR SERIOUS INJURY AND DAMAGE. 8.THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY AND PERMANENT BRACING AS REQUIRED FOR SAFE ERECTION AND PERFORMANCE OF THE TRUSSES. THE GUIDELINES
SET FORTH BY THE TRUSS PLATE INSTITUTE PUBLICATION "HIB-91, COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES" SHALL BE A MINIMUM
REQUIREMENT. 9.TRUSS MANUFACTURER TO PROVIDE UPLIFT LOADS USED FOR DESIGN OF WOOD TRUSSES. TRUSS CLIP TYPE AND QUANTITY TO BE PROVIDED BY MANUFACTURER. 10.SUBMIT COMPLETE SHOP DRAWINGS
FOR ALL WOOD TRUSSES SHOWING MEMBER SIZES, SPECIES, GRADE, MOISTURE CONTENT, SPAN, CAMBER, DIMENSIONS, CHORD PITCH, BRACING REQUIREMENTS AND LOADINGS. SHOP DRAWINGS SHALL BE SUBMITTED
TO THE OWNER AND SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN NEW YORK STATE. SHEAR WALL SCHEDULE SHEAR WALL NUMBER PSWA SWB SHEATHING TYPESHEATHING THICKNESS MINIMUM
NAIL PENTRATION NAIL SIZENAIL SPACING AT PANEL EDGES (IN) STRUCTURAL 1 OSB7/16" 7/16" 1 3/8" 1 3/8" 8d4" 4" SWB27/16"1 3/8"4" NAIL SPACING INTERMEDIATE STUDS (IN) 12" 12" 12" SHEATHING
PANEL ORIENTATION MAX STUD SPACING HORIZONTAL16" 8d 8d HORIZONTAL VERT OR HOR 16" 16" TIE-DOWNS SIMPSON HTT4 SIMPSON HTT4 NOTES STRUCTURAL 1 OSB STRUCTURAL 1 OSB BOTH SIDES OF WALL
SWC7/16"1 3/8"6"12"8dVERT OR HOR16"NOT REQ'D STRUCTURAL 1 OSB SIMPSON HTT4 SEE PLAN FOR TIE-DOWN LOCATIONS SEE PLAN FOR TIE-DOWN LOCATIONS SEE PLAN FOR TIE-DOWN LOCATIONS Project #
Date STREAM Collaborative architecture + landscape architecture dpc 108 W. State St. Fl 2 Ithaca, New York 14850 ph: 607.216.8802 www.streamcolab.com A 1 2 3 4 B C D 213 East Seneca
Street Ithaca, New York 14850 www.ElwynPalmer.com 607.272.5060 Elwyn Palmer & CONSULTING ENGINEERS, PLLC As indicated 9/11/2020 9:18:48 AMC:\Jobs\STREAM\327 W SENECA STREET\REVIT\327 W.Seneca St
reet_Structural_shall fnd‐Central V19_SS.rvt S104 ROOF FRAMING PLAN 2018015 327 W. SENECA ST 03.06.2020 VISUM DEVELOPMENT ITHACA, NY 14850 1/4" = 1'-0" 1 ROOF FRAMING PLAN 1/4" = 1'-0"
2 GABLE ROOF TRUSS 1 1/2" = 1'-0" 4 SHEAR WALL SCHEDULE REVISIONS ΔDESCRIPTIONDATE 1UPDATE09/11/2020 1
327 W.SENECA_PLUMBING PLANS_2020.07.01.pdf E001
T H DIRECTION OF FLOW PIPE CAP OR PLUG PIPING UP PIPING DOWN THERMOSTAT HUMIDISTAT DOMESTIC COLD WATER (CW) DOMESTIC HOT WATER (HW) HOT WATER CIRCULATING (HWC) WASTE HOSE BIBB / WALL
HYDRANT BACKFLOW PREVENTER FLOOR DRAIN VENT THROUGH ROOF (VTR) WATER METERM NOT ALL SYMBOLS LISTED BELOW ARE USED ON THIS SET OF DRAWINGS SYMBOL DESCRIPTION PLUMBING LEGEND CW CW HW
HW SAN SAN GYPSUM BOARD PIPE THRU WALL PROFORM QUICK-SET FS-90 COMPOUND INSULATION PER SECTIONS WOOD STUD EXTERIOR SIDING SLOPE Ø1-1/2" FLOOR DRAIN SHOWER VALVE SHOWER HEAD WASTE PIPE
Ø1-1/2" P-TRAP Ø1-1/2" Ø3/8" CW & HW FINISH FLOOR LEVEL TUB VALVE 3/4" COMBINATION HW CW PANELARRESTOR HAMMER LINE 42" WASTE WALL BOX CLOTHES WASHER SWEAT CONNECTION FLOOR 1/2" 1/2"
SWEAT CONNECTION 3/4" COMBINATION WATER ACCESS 2" PROJECT NO. PROJECT: TITLE OF DRAWING DRAWING NO. FIRST ISSUE DATE: 0 ISSUED/REVISIONS:DATE: 1 2 3 4 5 6 ENGINEER: OWNER/DEVELOPER:
112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 119 S. CAYUGA STREET ITHACA, NY 14850 327 W. SENECA ST. ITHACA, NEW YORK 14850 327 W. SENECA STREET A 5 4 3 2 16
B C D E A B C D E 78 5 4 3 2 1678 ISSUED FOR PERMIT08/19/2019 REVISED FOR MECH. RM. EQUIP.06/04/2020 3-STORY, 12-UNIT APARTMENT BUILDING REVISED FOR CONSTRUCTION06/17/2020 DRAWING ALTERATION
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, ENGINEER, SURVEYOR OR LANDSCAPE ARCHITECT TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY
WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX THEIR SEAL AND THE NOTATION, "ALTERED BY," FOLLOWED BY THEIR SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.
# VISUM DEVELOPMENT GROUP MAY 31, 2019 2019-008 A. GENERAL NOTES: 1. CONFORM TO ALL GENERAL AND SPECIAL CONDITIONS OF CONTRACT AS SPECIFIED BY SITE ENGINEER'S AND/OR OWNER. 2. VISIT
SITE, CHECK FACILITIES AND CONDITIONS AND MAKE ALL NECESSARY OBSERVATIONS AND MEASUREMENTS. NOTE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED AND TAKE ALL ITEMS INTO CONSIDERATION
IN BID. 3. SYSTEMS ARE TO BE COMPLETE AND WORKABLE IN ALL RESPECTS, PLACED IN OPERATION AND PROPERLY ADJUSTED. 4. CONTRACTOR SHALL PROVIDE THEIR OWN CLEAN-UP, REMOVAL AND LEGAL DISPOSAL
OF ALL RUBBISH DAILY. 5. CONTRACTOR SHALL PROTECT THEIR WORK, THEIR EXISTING AND ADJACENT PROPERTY AGAINST WEATHER. 6. CONTRACTOR SHALL PROTECT THEIR WORK, MATERIALS, APPARATUS AND
FIXTURES FROM ANY WORK DAMAGED BY FAILURE TO PROVIDE PROTECTION REQUIRED, SHALL BE REMOVED AND REPLACED WITH NEW MATERIAL AT THE CONTRACTOR'S EXPENSE. 7. ARRANGE FOR AND OBTAIN OWNER'S
AND INSURANCE REPRESENTATIVE'S PERMISSION FOR ANY SERVICE SHUTDOWNS. 8. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, SEQUENCES OF CONSTRUCTION AND THE
SAFETY OR WORKMEN. 9. NO PIPING, DUCTWORK, WIRING, ETC. SHALL BE INSTALLED OR ROUTED ABOVE ELECTRICAL PANELS AND EQUIPMENT. B. CODES, PERMITS, STANDARDS AND REGULATIONS: 1. CONFORM
TO ALL APPLICABLE CODES (LOCAL, STATE, NATIONAL CODES, NFPA, OSHA, ETC.). GOVERNMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND APPLICABLE STANDARDS. 2. OBTAIN PERMITS AND PAY ALL
FEES, ARRANGE FOR ALL REQUIRED INSPECTIONS AND APPROVALS. C. DRAWINGS: 1. THE SYSTEM AS SHOWN ON PLUMBING DRAWINGS ARE DIAGRAMMATIC. CONFIRM ALL DIMENSIONS BY FIELD MEASUREMENT. 2.
THE EXACT LOCATIONS FOR FIXTURES, EQUIPMENT AND PIPING WHICH IS NOT COVERED BY DRAWINGS, SHALL BE OBTAINED FROM THE SITE ENGINEER'S OR THEIR REPRESENTATIVE IN THE FIELD AND THE WORK
SHALL BE LAID OUT ACCORDINGLY. D. BASE EQUIPMENT, MATERIALS AND SUBSTITUTIONS: 1. ALL EQUIPMENT AND MATERIALS SHALL BE NEW, FREE OF DEFECTS AND U.L. LABELED. 2. BASE BID MANUFACTURERS
ARE INCLUDED IN THE SPECIFICATIONS OR LISTED IN THE NAME OR MAKE OF ANY ARTICLE, DEVICE, MATERIAL, FORM OF CONSTRUCTION, FIXTURE, ETC. STATED IN THIS SPECIFICATIONS, WHETHER OR NOT
THE WORDS "OR APPROVED EQUAL" ARE USED, SHALL BE KNOWN AS A "STANDARD". 3. ALL PROPOSALS SHALL BE BASED ON "STANDARDS" SPECIFIED. 4. THE EQUIPMENT SCHEDULES ON THE DRAWINGS INDICATE
MANUFACTURERS EQUIPMENT MODEL NUMBERS THAT THIS DESIGN HAS BEEN BASED ON. THE USE OF OTHER MANUFACTURERS EQUIPMENT THAT IS LISTED AS ACCEPTABLE ALTERNATES AND REFLECTS ANY ADDITIONAL
COST OF SUCH CHANGES SHALL BE PAID BY THE CONTRACTOR. 5. SUBSTITUTIONS ARE SUBJECT TO THE APPROVAL OF THE OWNER. IF A SUBSTITUTION IS SUBMITTED, IT IS THE CONTRACTOR'S RESPONSIBILITY
TO EVALUATE IT AND CERTIFY THAT THE SUBSTITUTION IS EQUIVALENT IN ALL RESPECTS TO THE BASE SPECIFICATIONS. 6. COORDINATE ALL APPROVED SUBSTITUTIONS. ANY COSTS RESULTING FROM SUBSTITUTION
SHALL BE THE RESPONSIBILITY OF ANY PAID FOR BY THE CONTRACTOR. APPROVED SHOP DRAWINGS DO NOT ABSOLVE THIS CONTRACTOR FROM THIS RESPONSIBILITY. E. WARRANTY: 1. FULLY WARRANT ALL MATERIALS,
EQUIPMENT AND WORKMANSHIP FOR (1) YEAR FROM DATE OF ACCEPTANCE. 2. EXTEND ALL MANUFACTURERS' WARRANTIES TO OWNER. 3. REPAIR OR REPLACE WITHOUT CHARGE TO THE OWNER ALL ITEMS FOUND DEFECTIVE
DURING THE WARRANTY PERIOD. IN THE CASE OF REPLACEMENT OR REPAIR DUE TO FAILURE WITHIN THE WARRANTY PERIOD, THE WARRANTY ON THAT PORTION OF THE WORK SHALL BE EXTENDED FOR A MINIMUM
PERIOD OF ONE (1) YEAR FROM THE DATE OF SUCH REPLACEMENT OR REPAIR. F. INSULATION: 1. PLUMBING INSULATION (AS MANUFACTURED BY OWENS CORNING, KNAUF, SCHULLER OR CERTAINTEED) 2. INSULATE
ALL ABOVE GRADE HOT AND COLD WATER PIPING WITH MOLDED FIBER GLASS HAVING AN ALL SERVICE JACKET. 3. INSULATION THICKNESS SCHEDULE: 1) LESS THAN 2" DIAMETER PIPE: 1" THICK-HW AND 1/2"
THICK CW; 2) 2"-8" DIAMETER PIPE: 1-1/2" THICK. G. PIPING AND VALVES: 1. LABEL ALL PIPING AND SHOW DIRECTION OF FLOW EVERY 20 FEET ON CENTER. 2. CONNECTIONS TO EQUIPMENT: 2.1. PROVIDE
VALVED WATER AND/OR GAS CONNECTION FOR EQUIPMENT. 2.2. INCLUDE ACCESSORIES REQUIRED BY CODE, DRAWING OR MANUFACTURER'S INSTRUCTIONS. 3. FLUSH, VENT AND SANITIZE ALL WATER PIPING WITH
CHLORINE AS REQUIRED PER AWWA, LOCAL BUILDING DEPARTMENT AND HEALTH DEPARTMENT CODES. 4. DOMESTIC HOT AND COLD WATER PIPING UNDER CONCRETE FLOOR TO BE COVERED WITH SAND SO THAT PIPING
WILL NOT BECOME EMBEDDED IN THE FLOOR SLAB. 5. ALL PIPING UNDER CONCRETE FLOOR SHALL BE PEX, CONTINUOUS. NO SPLICES OR FITTINGS WILL BE ALLOWED. PROVIDE CPVC CONDUITS FOR ALL UNDERSLAB
PIPING. 6. EXTREME CAUTION MUST BE TAKEN SO THAT NO COPPER PIPING AND INSULATION UNDER CONCRETE FLOORS BECOMES CRUSHED, CUT, SPLIT OR DEFORMED DURING THE POURING OF THE FLOOR SLAB.
7. ALL PIPING UNDER CONCRETE FLOORS SHALL BE COVERED INSIDE A PVC PIPE. G. PLUMBING INSTRUMENTS AND CONTROLS: 1. AFTER INSTALLATION, CHECK ALL EQUIPMENT AND PERFORM START UP IN ACCORDANCE
WITH THE MANUFACTURER'S INSTRUCTIONS. 2. ALL PIPING SHALL BE TESTED AND FREE OF LEAKS AS REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 3. WORK THAT IS SCHEDULED TO BE CONCEALED
OR INSULATED SHALL REMAIN UNCOVERED UNTIL REQUIRED TESTS HAVE BEEN COMPLETED. IF THE CONSTRUCTION SCHEDULE REQUIRES, ARRANGE FOR TESTS ON SECTIONS AT A TIME. 4. BALANCE ALL SYSTEMS,
CALIBRATE CONTROLS, CHECK FOR PROPER OPERATION AND SEQUENCE UNDER ALL CONDITIONS AND MAKE ALL NECESSARY ADJUSTMENTS. 5. INSTRUCT OWNER IN OPERATION OF SYSTEMS AND SUBMIT OPERATING AND
MAINTENANCE MANUAL FOR ALL EQUIPMENT AND SYSTEMS. TYP. THRU WALL PIPING DETAIL SCALE: 3" = 1'-0"1 TYP. SHOWER/TUB PLUMBING DETAIL SCALE: 1" = 1'-0"2 TYP. WASHER WALL BOX PLUMBING DETAIL
SCALE: 3/4" = 1'-0"3 TYP. UNIT PLUMBING FIXTURE SCHEDULE: 1. DW = DISHWASHER 1.1. 1/2" Ø HW 1.2. 1-1/2" Ø WASTE 2. SINKS 2.1. 3/8" Ø CW 2.2. 3/8" Ø HW 2.3. 1-1/2" Ø WASTE 3. WH = WATER
HEATER 3.1. 3/4" Ø CW 3.2. 3/4" Ø HW 4. TOILET 4.1. 3/8" Ø CW 4.2. 3" Ø WASTE 5. TUB = BATH TUB 5.1. 3/8" Ø CW 5.2. 3/8" Ø HW 5.3. 1-1/2" Ø WASTE 6. WD = WASHER/DRYER 6.1. 1/2" Ø CW
6.2. 1/2" Ø HW 6.3. 2" WASTE PLUMBING - NOTES, LEGEND & DETAILS P001 & ABBREV AC ANSI ASTM ATM BL BLDG. B.O.P °C Cm DC DN D.O.L DR DWGS °F FD FM FP FPM FS FT GPM HP Hz JP kG kW LB m
MAX MIN mm NC NFPA NO NO. N.P.T NRS PIV PS RN TYP AND ABBREVIATION ALTERNATING CURRENT AMERICAN NATIONAL STANDARD INSTITUTE AMERICAN SOCIETY FOR TESTING METERIAL ATMOSPHERE BRANCH LINE
BUILDING BOTTOM OF PIPE DEGREE CELSIUS CENTIMETRE DIRECT CURRENT DROP NIPPLE DIRECT ON-LINE STARTER DRAIN DRAWINGS DEGREE FAHRENHEIT FLOOR DRAIN FACTORY MUTUAL FIRE PUMP FEET PER MINUTE
FLOW SWITCH FEET GALLON PER MINUTE HORSE POWER HERTZ JOCKEY PUMP KILOGRAM KILOWATT POUND METRE MAXIMUM MINIMUM MILIMETRE NORMALLY CLOSED NATIONAL FIRE PROTECTION ASSOCIATION NORMALLY
OPEN NUMBER NATIONAL PIPE TREAD NON RISING STEM VALVE POST INDICATOR VALVE PRESSURE SWITCH RISER NIPPLE TYPICAL GENERAL VALVE GATE VALVE (NON-RISING STEM) OS & Y GATE VALVE ANGLE VALVE
CHECK VALVE BUTTERFLY VALVE SOLENOID VALVE HYDRAULIC CONTROL VALVE S HCV PRV PRESSURE REGULATING VALVE (PILOT OPERATED) PRESSURE RELIEF VALVE (PILOT OPERATED) SIGHT FLOW INDICATOR EQUIPMENT
DRAIN OPEN WASTE CONE CLOSED WASTE CONE FOOT VALVE AUTOMATIC AIR VENT WITH VALVE POST INDICATOR VALVE SELF OPERATED PRESSURE REGULATING VALVE SELF OPERATED BACK PRESSURE REGULATING
VALVE PILOT OPERATED PRESSURE REGULATING VALVE PILOT OPERATED BACK PRESSURE REGULATING VALVE DR DRAIN VALVE KEY OPERATED VALVE VALVE IN PIT FLOW METERING ELEMENT FS FS - FLOW SWITCH,
PS - PRESSURE SWITCH PRESSURE GAUGE WITH COCK AND SNUBBER AIR ELEMINATOR, AUTOMATIC WITH VALVE FLOOR DRAINFD ALIGNMENT GUIDE SLEEVE EXPANSION JOINT PUMP PITCH OF DRAINP D FLOW IN DIRECTION
OF ARROW M D F DRAIN PIPE FIRE PROTECTION PIPE ELBOW 90° ELBOW LOOKING UP ELBOW LOOKING DOWN TEE TEE LOOKING UP TEE LOOKING DOWN FLANGE UNION REDUCER REDUCER CONCENTRIC REDUCER ECCENTRIC
STRAIGHT INVERT REDUCER ECCENTRIC STRAIGHT CROWN ELBOW 45° ELBOW REDUCER ELBOW LONG RADIUS LATERAL REMOVABLE CAP END BLIND FLANGED END FIRE HYDRANT ROOF MANIFOLD HOSE REEL CABINET,
SURFACE MOUNT HOSE REEL CABINET, SEMI-RECESSED MOUNT HOSE REEL CABINET, RECESSED MOUNT ALARM VALVE (LOOKING DOWN) WATER MOTOR GONG SIDE WALL PENDENT SPRINKLER HEAD CO PORTABLE EXTINGUISHER
AUTOMATIC BCF (HALON 1211) EXTINGUISHER FIRE PROTECTION SYSTEM LEGEND LETTER SYMBOLS VALVE & PIPING SYMBOLS FITTING SYMBOLS SYMBOLS DESCRIPTIONSYMBOLS DESCRIPTIONSYMBOLS DESCRIPTION
SYMBOLS DESCRIPTION FH FHC FHC FHC FIRE DEPARTMENT CONNECTION ALARM VALVE WITH WATER MOTOR GONG PENDENT SPRINKLER HEAD, RECESSED TYPE DRY CHEMICAL EXTINGUISHER HYDRANT HOSE CABINET
UP-RIGHT SPRINKLER HEAD HHC FDC FIRE PROTECTION SYMBOLS PROJECT NO. PROJECT: TITLE OF DRAWING DRAWING NO. FIRST ISSUE DATE: 0 ISSUED/REVISIONS:DATE: 1 2 3 4 5 6 ENGINEER: OWNER/DEVELOPER:
112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 119 S. CAYUGA STREET ITHACA, NY 14850 327 W. SENECA ST. ITHACA, NEW YORK 14850 327 W. SENECA STREET A 5 4 3 2 16
B C D E A B C D E 78 5 4 3 2 1678 ISSUED FOR PERMIT08/19/2019 REVISED FOR MECH. RM. EQUIP.06/04/2020 3-STORY, 12-UNIT APARTMENT BUILDING REVISED FOR CONSTRUCTION06/17/2020 DRAWING ALTERATION
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, ENGINEER, SURVEYOR OR LANDSCAPE ARCHITECT TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY
WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX THEIR SEAL AND THE NOTATION, "ALTERED BY," FOLLOWED BY THEIR SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.
# VISUM DEVELOPMENT GROUP MAY 31, 2019 2019-008 A. FIRE PROTECTION NOTES: 1. THE FIRE PROTECTION SYSTEM ENGINEERING DRAWINGS, SPECIFICATIONS, PRESCRIPTIVE AND PERFORMANCE CRITERIA,
WATER SUPPLY ANALYSIS AND OTHER MATERIALS OR REPRESENTATIONS, WHICH ARE SUBMITTED WITH THE GENERAL CONSTRUCTION DOCUMENTS THAT SET FORTH THE OVERALL DESIGN REQUIREMENTS AND PROVIDE
SUFFICIENT DIRECTION FOR THE CONTRACTOR TO LAY OUT THE CONSTRUCTION, ALTERATION, DEMOLITION, RENOVATION, REPAIR, MODIFICATION, PERMITTING AND SUCH, FOR ANY PUBLIC OR PRIVATE FIRE PROTECTION
SYSTEM(S), WHICH ARE PREPARED, SIGNED, DATED AND SEALED BY THE ENGINEER OF RECORD FOR THE FIRE PROTECTION SYSTEM(S). 2. THE CONTRACTOR SHALL PROVIDE: LAYOUT DRAWINGS, HYDRAULIC CALCULATIONS,
CATALOG INFORMATION ON STANDARD PRODUCTS, AND OTHER CONSTRUCTION DATA PREPARED BY THE LICENSED CONTRACTOR THAT PROVIDES DETAIL ON THE LOCATION OF RISERS, CROSS MAINS, BRANCH LINES,
SPRINKLER HEADS, SIZING OF PIPE, HANGER LOCATIONS, AND HYDRAULIC CALCULATIONS AND ALSO SERVES AS A GUIDE FOR FABRICATION AND INSTALLATION OF A FIRE PROTECTION SYSTEM. FIRE PROTECTION
SYSTEM LAYOUT DOCUMENTS ARE BASED UPON ENGINEERING DIRECTION PROVIDED IN THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS AND REQUIRE NO ADDITIONAL ENGINEERING INPUT. THESE SHOP DRAWINGS
SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW. SHOP DRAWINGS STAMPED APPROVED OR FURNISH AS CORRECTED SHALL THEN BE SUBMITTED BY THE CONTRACTOR TO THE BUILDING DEPARTMENT
AHJ FOR APPROVAL. 3. HANGER LOCATIONS SHALL BE COORDINATED WITH THE BUILDING STRUCTURE. SUPPORT PIPING IN ACCORDANCE WITH NFPA-13, PROVIDE ALL MISCELLANEOUS STEEL FRAMING AS REQUIRED
TO SUPPORT PIPING FROM STRUCTURE. HANGERS AND ROD SHALL HAVE A GALVANIZED OR PLATED FINISH. 4. PROVIDE CHROME ESCUTCHEONS WHERE PIPING PENETRATES WALLS IN EXPOSED AREAS. 5. SPRINKLER
HEADS SHALL BE AS FOLLOWS: 5.1. HEADS MOUNTED IN CEILINGS SHALL BE SEMI-RECESSED TYPE, QUICK RESPONSE, FACTORY CHROME PLATED. 5.2. HEADS IN AREAS WITHOUT CEILINGS SHALL BE UPRIGHT,
BRASS FINISH, QUICK RESPONSE TYPE. 5.3. HEAD MOUNTED IN ELECTRICAL ROOM SHALL BE SIDEWALL HEAD TYPE, QUICK RESPONSE TYPE. 6. TIE-IN OF FLOW SWITCH AND TAMPER SWITCHES TO FIRE ALARM
SYSTEM, AND WIRING SHALL BE PERFORMED UNDER DIVISION 26. 7. ALL SPRINKLER PIPING SHALL BE PAINTED WHERE INSTALLED BELOW CEILINGS, AND SIMILAR LOCATIONS WHERE EXPOSED. COLOR AS DIRECTED
BY THE ARCHITECT IN PUBLIC SPACES, RED WHERE EXPOSED IN UNOCCUPIED SPACES SUCH AS EQUIPMENT ROOMS. PROVIDE HEAD GUARDS IN EQUIPMENT ROOMS AND SIMILAR LOCATIONS WHERE THE HEADS ARE SUBJECT
TO DAMAGE. 8. TEST SYSTEMS AT 200 PSI FOR TWO HOURS IN ACCORDANCE WITH NFPA-13 AND 24 AND REQUIREMENTS OF AHJ AND PREPARE "CONTRACTORS MATERIAL AND TEST CERTIFICATE" AS PRESCRIBED BY
NFPA STANDARDS. 9. PROVIDE A SPRINKLER HEAD CABINET AND PROVIDE SPARE SPRINKLER HEADS FOR EACH TYPE OF SPRINKLER HEADS IN ACCORDANCE WITH NFPA-13. 10. SIAMESE FIRE DEPARTMENT CONNECTION
SHALL HAVE (2) - 2 1/2 INCH POLISHED BRASS INLET HOSE CONNECTIONS, 4" OUTLET PIPE, RED ENAMEL FINISH, CAST IRON EASE OFF CAPS, AUTOMATIC BRASS BALL DRIP CONNECTION, YARD MOUNT TYPE.
11. LABEL DRAIN PIPING, INSPECTOR'S TEST, MAIN DRAIN, SHUT-OFF VALVES, AND SIMILAR COMPONENTS. 12. SUBMIT FITTINGS PRODUCT DATA FOR ALL MATERIALS, INCLUDING PIPING FITTINGS, VALVES,
HEADS, AND SIGNS. 13. SEE CIVIL DRAWINGS FOR UNDERGROUND PIPING MATERIALS. 14. PROVIDE AUXILIARY DRAINS FOR TRAPPED SECTIONS OF PIPING. 15. HAZARD CLASSIFICATION OF OCCUPANCIES, DENSITY
AREA (GMP/SQ FT) AND HOSE DEMAND (GPM) DESIGN REQUIREMENTS ARE IN ACCORDANCE WITH NFPA-13. 16. THE FIRE PROTECTION CONTRACTOR SHALL LIMIT THE SPRINKLER PIPING MAINS SO AS TO BE LOCATED
IN A 6" HORIZONTAL SPACE ABOVE THE CEILINGS, USING EITHER THE 6" OF SPACE DIRECTLY ABOVE THE CEILINGS, OR THE 6" OF SPACE DIRECTLY BELOW THE STRUCTURE. COORDINATION WITH MECHANICAL
AND PLUMBING CONTRACTORS IS REQUIRED PRIOR TO SUBMISSION OF SPRINKLER SHOP DRAWINGS. 17. THE FIRE PROTECTION CONTRACTOR SHALL COORDINATE ALL MAIN PIPING RUNS THROUGH THE BUILDING WITH
ALL TRADES. ANY EXPOSED PIPING ROUTING SHALL BE APPROVED BY ARCHITECT PRIOR TO FABRICATION AND INSTALLATION. 18. TO THE BEST OF THE ENGINEERS KNOWLEDGE, MICROBIAL INDUCED CORROSION
(MIC) IS NOT OF CONCERN. SCHEDULE 40 BRANCH PIPING IS SPECIFIED, IN PART FOR CORROSION RESISTANCE. 19. THE WATER SUPPLY TO THE FIRE PROTECTION SYSTEM SHALL BE TESTED FOR CONTAMINANTS
THAT MAY LEAD TO MICROBIAL CORROSION. IF POSSIBLE CONTAMINANTS ARE FOUND, PROTECTIVE MEASURES SHALL BE DESIGNED INTO THE SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROCUREMENT
OF THE TEST, AND EVALUATION OF THE RESULTS. PROVIDE TEST RESULTS AND RECOMMENDATIONS TO THE DESIGN TEAM AND OWNER. 20. AT THE CONTRACTOR OPTION, FLEXIBLE HEADS MAY BE USED. HOWEVER,
NO EXCESS FLEXIBLE PIPE MAY BE RESTING ON CEILING TILES. RESTRICT USE TO 3'-0" SECTIONS. 21. APPLICABLE CODES AND STANDARDS TO BE APPLIED: 21.1. 2020 INTERNATIONAL BUILDING CODE AS
ADOPTED BY NEW YORK STATE 21.2. 2020 INTERNATIONAL FIRE PREVENTION CODE AS ADOPTED BY NEW YORK STATE 21.3. NFPA-13-2019 EDITION 21.4. CITY OF ITHACA MUNICIPAL CODE MECHANICAL ROOM ELEVATION
SCALE: 1" = 1'-0" MECHANICAL ROOM PLAN & ELEVATION P002 *BYPASS- CAN GO ABOVE OR BELOW WITHOUT INTERFERENCE WITH METER ȭ IN METER *BYPASS WILKINSZURNA COMPANY U 350A
OUT SPRINKLER RISER WATER METER, BACKFLOW PREVENTION ASSEMBLY 2'-8" PIPE TO OUTSIDE PIPE TAP BALL DRIP VALVE ELECTRICAL PANELS MOUNTED ON BACK WALL, SEE E-SERIES PLANS 6" X 2 12" X
2 12" WALL MOUNTED, SIAMESE F.D.C. 2'-6" PAVER, SEE SITE PLAN CEILING 8'-3" 2'-8" HOUSE PANEL MOUNTED ON SIDE WALL, SEE E-SERIES PLANS 2" DOMESTIC WATER SERVICE TO BLDG. UNITS 2" ZURN-WILKINS
2-350XL RPZ ASSEMBLY 4" MIN. AIR GAP; AIR GAP FITTINGS NOT PERMITTED 4 12" FUNNEL 3 12" PVC DRAIN SLOPED AT 14"/FT. 1-HR. RATED WALL 2'-6" PIPE SUPPORTS PER MANUF. REQ. COMBINED WATER
FROM MAIN, 6" DIA., AWWA SPEC #C151 CLASS 350, CEMENT LINED DUCTILE IRON SEE P003/7 FOR THE THRU SLAB DETAIL 6" Ø ZURN-WILKINS, MODEL 350A DCVA W/BG VALVES, MOUNTED VERTICAL UP,ȭ OF
DEVICE 30" - 60" FROM F.F.E. 1'-1" (1'-0" MIN.) (2'-6" MIN.) (2'-6" MIN.) 6" Ø RISER TO BLDG. SPRINKLERS 2" Ø BALL VALVE (TYP.) 2" X 1 12" REDUCER (TYP. OF 2) 1 12" WATER METER STRAINER
ZURN FD2360 FLOOR DRAIN W/4" Ø SCH. 40 DWV DRAIN PIPE, SLOPE @ 14"/FT., CONNECT TO BLDG. WASTE SHUT 114" SQ. BODY 6" DIAMETER 518" 12" DIAMETER STANDPIPE (PAINTED BLACK) STANDPIPE (PAINTED
RED) STANDPIPE GROUND LINE MARK FINISHED GRADE TAMPER SWITCH PADLOCK CONCRETE THRUST BLOCK; CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS. WEDGE ACTION RESTRAINTS,
(TYP.) EXCESS PRESSURE RELIEF VALVE WATER FLOW SWITCH (MUST TIE INTO A CENTRAL STATION) FDC CHECK VALVE; UL/FM APPROVED WATER MOTOR ALARM ALARM VALVE W/GAUGES AND RETARD SEE P003/6
FOR THE THRU SLAB DETAIL 1-HR. RATED WALL 12'-3" T.S. 396.62' 4'-0" T.F. 393.12' T.P. ~391.62' 4'-8" 1'-0" 2'-6" POST INDICATOR VALVE (MIN. 32-FT. FROM BLDG.) 1'-01 4" 3'-41 4" 1'-0"
12'-31 4" 5'-63 4" 3 12" PVC DRAIN SLOPED AT 14"/FT. 6" X 2 12" X 2 12" WALL MOUNTED, SIAMESE F.D.C. MECHANICAL ROOM PLAN SCALE: 1" = 1'-0" TO BLDG. SPRINKLERS ZURN FD2360 FLOOR DRAIN
& 4" Ø SDR35 PVC UNDER SLAB, CONNECT TO BLDG. 6" WASTE ON OPPOSITE SIDE COMBINED WATER FROM MAIN, 6" DIA., AWWA SPEC #C151 CLASS 350, CEMENT LINED DUCTILE IRON 2" DOMESTIC WATER SERVICE
TO BLDG. UNITS OUTLET TO WALKWAY DOMESTIC WATER DISTRIBUTION MANIFOLD; (1) 2" Ø IN; MIN. (12) 34" Ø CW LINES OUT; ALSO UNIT MASTER VALVES & RADIO METERS EIGHT (8), 34" DIA. SERVICE
LINES UP TO 2ND & 3RD FLOORS FOUR (4), 34" DIA. SERVICE LINES OUT TO 1ST FLOOR UNITS PROJECT NO. PROJECT: TITLE OF DRAWING DRAWING NO. FIRST ISSUE DATE: 0 ISSUED/REVISIONS:DATE: 1 2
3 4 5 6 ENGINEER: OWNER/DEVELOPER: 112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 119 S. CAYUGA STREET ITHACA, NY 14850 327 W. SENECA ST. ITHACA, NEW YORK 14850
327 W. SENECA STREET A 5 4 3 2 16 B C D E A B C D E 78 5 4 3 2 1678 ISSUED FOR PERMIT08/19/2019 REVISED FOR MECH. RM. EQUIP.06/04/2020 3-STORY, 12-UNIT APARTMENT BUILDING REVISED FOR
CONSTRUCTION06/17/2020 DRAWING ALTERATION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, ENGINEER, SURVEYOR OR LANDSCAPE ARCHITECT
TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX THEIR SEAL AND THE NOTATION, "ALTERED BY," FOLLOWED BY THEIR SIGNATURE
AND SPECIFIC DESCRIPTION OF THE ALTERATIONS. # VISUM DEVELOPMENT GROUP MAY 31, 2019 2019-008 MIN. 1" MAX. 12" MIN. 1" MAX. 12" VARIES PIPE PROTECTION STEEL SADDLE (TOP & BOTTOM) STRAP
HARD, NON-HEAT CONDUCTING MATERIAL PER NFPA 13 SPRINKLER PIPE INSULATION FIXING NUT STEEL ANGLE NUT W/PLATE WASHER NOTE: 1. ALL FABRICATED STEEL SHALL BE GALVANIZED OR PAINTED WITH
TWO COATS OF ZINC CHROMATE WOOD JOIST MULTIPLE PIPE HANGER SCALE: N.T.S.5 CONTINUOUS WELD SEAL WATERTIGHT WITH MASTIC FACE OF WALL ESCUTCHEON PLATE COVER (ESCUTCHEON SHOULD BE ON BOTH
SIDES) INSIDE FACE OF WALL 1 8" THICK CIRCULAR STEEL PLATE PIPE SLEEVE THROUGH WALL SCALE: N.T.S.6 CONTINUOUS WELD ESCUTCHEON PLATE COVER (ESCUTCHEON SHOULD BE ON BOTH SIDES) INSIDE
FACE OF WALL 1 8" THICK CIRCULAR STEEL PLATE SEAL WATERTIGHT WITH MASTIC PIPE SLEEVE THROUGH SLAB SCALE: N.T.S.7 1 2" ANCHOR BOLT W/EXPANSION SHIELD RISER NIPPLE SPRINKLER MAIN WOOD
JOIST WOOD JOIST SPRINKLER INSTALLED DIRECTLY TO TEE BRANCH PIPE SPRINKLER HEAD (UPRIGHT) SCALE: N.T.S.8 TEE 1" Ø GALV. PIPE CEILING SPRINKLER HEAD (PENDANT TYPE) SPRINKLER HEAD (UPRIGHT
TYPE) LATERAL PIPE MAIN LINE REDUCER LATERAL PIPE 1" Ø GALV. PIPE CEILING SPRINKLER HEAD (PENDANT TYPE) SPRINKLER HEAD (UPRIGHT TYPE) LATERAL PIPE MAIN LINE REDUCER TEE ARRANGEMENT
OF BRANCH LINES SUPPLYING SPRINKLER ABOVE & BELOW CEILING SCALE: N.T.S.3 PENDANT AND UPRIGHT SPRINKLER BRANCH SCALE: N.T.S.4 BEND 1" Ø GALV. PIPE CEILING SPRINKLER HEAD LATERAL PIPE
REDUCER LATERAL PIPE 1" Ø GALV. PIPE CEILING SPRINKLER HEAD LATERAL PIPE REDUCER MAIN LINE DEFLECTOR PLATE 1" X 58" REDUCER LATERAL PIPE 1" Ø GALV. PIPE CEILING SPRINKLER HEAD LATERAL
PIPE REDUCER TEE POST INDICATOR VALVE SCALE: N.T.S.2 SHUT 9" 1" SQUARE EXTENSION 114" SQ. BODY 6" DIAMETER 30" TO 42" 4'-0" MINIMUM 518" 12" DIAMETER STANDPIPE (PAINTED BLACK) STANDPIPE
(PAINTED RED) TO RISER ROOM FIELD ADJUSTMENT NOTES: 1. REMOVE THE BODY FROM THE TOP OF THE INDICATOR POST ASSEMBLY. 2. CUT THE REQUIRED LENGTH OFF THE BOTTOM OF THE STANDPIPE FOR THE
GROUND LINE TO MATCH UP WITH STANDPIPE GROUND LINE MARK. 3. CUT THE 1 INCH SQ. EXTENSION AT A DISTANCE OF 9 INCHES ABOVE THE TOP OF THE STANDPIPE. 4. SET THE "OPEN" AND "SHUT" TARGETS
FOR THE APPROPRIATE VALVE SIZE. 5. RE-ATTACH THE BODY TO THE TOP OF THE INDICATOR POST ASSEMBLY. 6. ALL POST INDICATOR VALVES SHALL BE INSTALLED WITH AN ELECTRONIC UL LISTED TAMPER
SWITCH. 7. THERE SHALL BE 36 INCHES OF UNOBSTRUCTED CLEARANCE AROUND THE PERIMETER OF ALL POST INDICATOR VALVES. 8. POST INDICATOR VALVE SHALL BE LOCATED AT A MINIMUM 32 FEET FROM BUILDING.
STANDPIPE GROUND LINE MARK STANDPIPE POST INDICATOR ASSEMBLY WITH BODY REMOVED CL (7" MIN.) (10" MAX.) GROUND LINE OR FINISHED GRADE GROUND LINE OR FINISHED GRADE TAMPER SWITCH (SEE
INSET) PADLOCK SHUT PADLOCK TAMPER SWITCH INSET ALL JOINTS TO THE MAIN SHALL BE RESTRAINED 12.375" 8.125" 1.82" 6.86" SCH. 40 DWV PIPE 4" ZURN FD2360 FLOOR DRAIN SCALE: N.T.S.1 FIRE
PROTECTION DETAILS P003 DW DW DW DW REF. REF. REF. REF. W/DW/D W/D W/D WH WH RANGE RANGERANGE RANGE WH WH 6-IN. WASTE LINE TO STREET, SEE CIVIL PLANS 6" X 3" X 3" TEE6" X 6" X 3" TEE
6" X 6" X 6" TEE; CONNECT MECH. RM. DRAIN UNDER SLAB 6" X 6" X 3" TEE 6-IN. COMBINED DOMESTIC/FIRE SERVICE FROM MAIN, SEE CIVIL PLANS FROM 2ND FL. FROM 3RD FL. FROM 2ND FL. FROM 3RD
FL. FROM 2ND FL. FROM 3RD FL. FROM 2ND FL. FROM 3RD FL. PROJECT NO. PROJECT: TITLE OF DRAWING DRAWING NO. FIRST ISSUE DATE: 0 ISSUED/REVISIONS:DATE: 1 2 3 4 5 6 ENGINEER: OWNER/DEVELOPER:
112 N. MAIN ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 119 S. CAYUGA STREET ITHACA, NY 14850 327 W. SENECA ST. ITHACA, NEW YORK 14850 327 W. SENECA STREET A 5 4 3 2 16
B C D E A B C D E 78 5 4 3 2 1678 ISSUED FOR PERMIT08/19/2019 REVISED FOR MECH. RM. EQUIP.06/04/2020 3-STORY, 12-UNIT APARTMENT BUILDING REVISED FOR CONSTRUCTION06/17/2020 DRAWING ALTERATION
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, ENGINEER, SURVEYOR OR LANDSCAPE ARCHITECT TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY
WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX THEIR SEAL AND THE NOTATION, "ALTERED BY," FOLLOWED BY THEIR SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.
# VISUM DEVELOPMENT GROUP MAY 31, 2019 2019-008 FIRST FLOOR UNITS 101 - 104 SCALE: 3/8" = 1'-0"1 FIRST FLOOR PLUMBING PLAN P101 UNIT 101 UNIT 102 UNIT 103 UNIT 104 DOMESTIC WATER DISTRIBUTION
MANIFOLD; 2" Ø SERVICE IN; MIN. 12 CW OUTLETS @ 34" Ø OUT MECH. EIGHT (8), 34" DIA. SERVICE LINES UP TO 2ND & 3RD FLOORS FOUR (4), 34" DIA. SERVICE LINES OUT TO 1ST FLOOR UNITS TYP.
UNIT PLUMBING FIXTURE SCHEDULE: 1. DISHWASHER 1.1. 1/2" Ø HW 1.2. 1-1/2" Ø WASTE 2. SINK 2.1. 3/8" Ø CW 2.2. 3/8" Ø HW 2.3. 1-1/2" Ø WASTE 3. WATER HEATER 3.1. 3/4" Ø CW 3.2. 3/4" Ø
HW 4. TOILET 4.1. 3/8" Ø CW 4.2. 3" Ø WASTE 5. BATH TUB 5.1. 3/8" Ø CW 5.2. 3/8" Ø HW 5.3. 1-1/2" Ø WASTE 6. WASHER/DRYER 6.1. 1/2" Ø CW 6.2. 1/2" Ø HW 6.3. 2" WASTE NOTE: 1. ALL WASTE
CONNECTIONS FROM UNIT TO MAIN SHALL BE UNDER THE SLAB AND CLEANOUTS TO TOP OF SLAB. SEE P002 FOR ELEVATION AND LARGE SCALE PLAN DW DW DW DW UP REF. REF.REF. REF. W/DW/D W/D W/D WH WHWH
WH RANGE RANGERANGE RANGE 3" Ø WASTE TO 1ST FLOOR AND TEE INTO BLDG. MAIN; VENT UP TO ROOF 3" Ø WASTE TO 1ST FLOOR AND TEE INTO BLDG. MAIN; VENT UP TO ROOF 3" Ø WASTE TO 1ST FLOOR AND
TEE INTO BLDG. MAIN; VENT UP TO ROOF PROJECT NO. PROJECT: TITLE OF DRAWING DRAWING NO. FIRST ISSUE DATE: 0 ISSUED/REVISIONS:DATE: 1 2 3 4 5 6 ENGINEER: OWNER/DEVELOPER: 112 N. MAIN
ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 119 S. CAYUGA STREET ITHACA, NY 14850 327 W. SENECA ST. ITHACA, NEW YORK 14850 327 W. SENECA STREET A 5 4 3 2 16 B C D E A B
C D E 78 5 4 3 2 1678 ISSUED FOR PERMIT08/19/2019 REVISED FOR MECH. RM. EQUIP.06/04/2020 3-STORY, 12-UNIT APARTMENT BUILDING REVISED FOR CONSTRUCTION06/17/2020 DRAWING ALTERATION IT
IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, ENGINEER, SURVEYOR OR LANDSCAPE ARCHITECT TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY
WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX THEIR SEAL AND THE NOTATION, "ALTERED BY," FOLLOWED BY THEIR SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.
# VISUM DEVELOPMENT GROUP MAY 31, 2019 2019-008 SECOND FLOOR UNITS 201 - 204 SCALE: 3/8" = 1'-0"1 SECOND FLOOR PLUMBING PLAN P102 TYP. UNIT PLUMBING FIXTURE SCHEDULE: 1. DISHWASHER
1.1. 1/2" Ø HW 1.2. 1-1/2" Ø WASTE 2. SINK 2.1. 3/8" Ø CW 2.2. 3/8" Ø HW 2.3. 1-1/2" Ø WASTE 3. WATER HEATER 3.1. 3/4" Ø CW 3.2. 3/4" Ø HW 4. TOILET 4.1. 3/8" Ø CW 4.2. 3" Ø WASTE 5.
BATH TUB 5.1. 3/8" Ø CW 5.2. 3/8" Ø HW 5.3. 1-1/2" Ø WASTE 6. WASHER/DRYER 6.1. 1/2" Ø CW 6.2. 1/2" Ø HW 6.3. 2" WASTE UNIT 201 UNIT 202 UNIT 203 UNIT 204 FOUR (4), 34" DIA. SERVICE
LINES UP TO THE 3RD FLOOR FOUR (4), 34" DIA. SERVICE LINES OUT TO 2ND FLOOR UNITS FROM 3RD FLOOR FROM 3RD FLOOR FROM 3RD FLOOR DW DW DW DW UP REF. REF. REF. REF. W/DW/D W/D W/D WH WHWH
WH RANGE RANGERANGE RANGE 3" Ø WASTE TO 1ST FLOOR AND TEE INTO BLDG. MAIN; VENT UP TO ROOF 3" Ø WASTE TO 1ST FLOOR AND TEE INTO BLDG. MAIN; VENT UP TO ROOF 3" Ø WASTE TO 1ST FLOOR AND
TEE INTO BLDG. MAIN; VENT UP TO ROOF PROJECT NO. PROJECT: TITLE OF DRAWING DRAWING NO. FIRST ISSUE DATE: 0 ISSUED/REVISIONS:DATE: 1 2 3 4 5 6 ENGINEER: OWNER/DEVELOPER: 112 N. MAIN
ST. HORSEHEADS, NY 14845 607-377-7990 | WWW.MASER-AE.COM 119 S. CAYUGA STREET ITHACA, NY 14850 327 W. SENECA ST. ITHACA, NEW YORK 14850 327 W. SENECA STREET A 5 4 3 2 16 B C D E A B
C D E 78 5 4 3 2 1678 ISSUED FOR PERMIT08/19/2019 REVISED FOR MECH. RM. EQUIP.06/04/2020 3-STORY, 12-UNIT APARTMENT BUILDING REVISED FOR CONSTRUCTION06/17/2020 DRAWING ALTERATION IT
IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, ENGINEER, SURVEYOR OR LANDSCAPE ARCHITECT TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY
WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX THEIR SEAL AND THE NOTATION, "ALTERED BY," FOLLOWED BY THEIR SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATIONS.
# VISUM DEVELOPMENT GROUP MAY 31, 2019 2019-008 THIRD FLOOR UNITS 301 - 304 SCALE: 3/8" = 1'-0"1 THIRD FLOOR PLUMBING PLAN P103 TYP. UNIT PLUMBING FIXTURE SCHEDULE: 1. DISHWASHER 1.1.
1/2" Ø HW 1.2. 1-1/2" Ø WASTE 2. SINK 2.1. 3/8" Ø CW 2.2. 3/8" Ø HW 2.3. 1-1/2" Ø WASTE 3. WATER HEATER 3.1. 3/4" Ø CW 3.2. 3/4" Ø HW 4. TOILET 4.1. 3/8" Ø CW 4.2. 3" Ø WASTE 5. BATH
TUB 5.1. 3/8" Ø CW 5.2. 3/8" Ø HW 5.3. 1-1/2" Ø WASTE 6. WASHER/DRYER 6.1. 1/2" Ø CW 6.2. 1/2" Ø HW 6.3. 2" WASTE UNIT 301 UNIT 302 UNIT 303 UNIT 304 FOUR (4), 34" DIA. SERVICE LINES
OUT TO 3RD FLOOR UNITS