HomeMy WebLinkAboutPhi Gamma Delta - The Oaks 21 - 118 McGraw Place101ROOM NAME1A101SIM1A101SIMA1011SIM1'-0"B1W1F1101ROOM NAMENameElevationW1A1011SIMDETAIL ENLARGEMENTWALL SECTIONBUILDING SECTIONDETAIL SECTION1INTERIOR ELEVATIONDOOR & INTERIOR WINDOW TAGWALL TAGROOM IDENTIFICATIONEXTERIOR WINDOW & LOUVER TAGROOM FINISH KEYCONTRACT LIMIT LINEEXISTING DOORNEW DOORPARTITIONS, DOORS AND ITEMS TO BE REMOVEDFULL HEIGHT PARTITION PARTIAL HEIGHT PARTITION NOTE KEYFLOOR ELEVATION1001001REVISION CLOUD & TAGPLAN ELEVATION50'-6"SITE ELEVATIONSTRUCTURAL ELEVATIONWORKING POINTWPCEILING HEIGHTEQUIPMENT TAGA101SIMA1A2A3A411iSCOPE LINEDIMENSION TO THE FACE OF FRAMING AT NEW CONSTRUCTION, TYP.DIMENSION TO THE FACE OF FINISH AT EXISTING CONSTRUCTIONDIMENSION TO THE FACE OF FINISH50'-6"50'-6"1EXISTING PARTITIONSET NUMBERARCHITECTURAL SYMBOLS AND PATTERNSPROJECT INFORMATIONCrescent Building217 North Aurora StreetIthaca, New York 14850607.241.0244G00114 March 20181732Cornell University10732 Phi Gamma DeltaThe Oaks 21 Renovations - Project 1 - Construction Documents118 McGraw PlaceIthaca, New York 14850FIRE PROTECTION DEMOLITIONFPD101 GROUND FLOOR DEMOLITION PLAN - FIRE PROTECTIONFPD102 FIRST AND SECOND FLOOR DEMOLITION PLANS - FIREPROTECTIONFIRE PROTECTIONFP001 DRAWING INDEX, SYMBOL LIST AND SCHEDULESFP101 PARTIAL GROUND FLOOR PLAN - FIRE PROTECTIONFP102 FIRST AND SECOND FLOOR PLANS - FIRE PROTECTIONMECHANICAL DEMOLITIONMD100 GROUND FLOOR DEMOLITION PLAN - HVACMD101 FIRST AND SECOND FLOOR DEMOLITION PLANS - HVACMECHANICALM001 DRAWING INDEX, SYMBOL LIST AND SCHEDULESM100 GROUND FLOOR PLAN - HVACM101 FIRST AND SECOND FLOOR PLAN - HVACELECTRICAL DEMOLITIONED100 GROUND FLOOR DEMOLITION PLAN - ELECTRICALED101 FIRST AND SECOND FLOOR DEMOLITION PLANS - ELECTRICALELECTRICALE001 COVER SHEETE002 PARTIAL SITE PLAN & ONE LINE DIAGRAME100 GROUND FLOOR PLAN - ELECTRICALE101 FIRST AND SECOND FLOOR PLANS - ELECTRICALGENERALG001 COVER SHEETG100 CODE CONFORMANCE PLANCIVILC100 EXISTING CONDITIONS PLANC101 UTILITY DEMOLITION, EROSION AND SEDIMENT CONTROL PLANC102 UTILITY PLANSTRUCTURALS001 DESIGN DATA AND GENERAL NOTESS002 SCHEDULE OF SPECIAL INSPECTIONSS100 PARTIAL PLANS AND SECTIONSS101 SECTIONSS102 SECTIONSARCHITECTURAL DEMOLITIONAD100 GROUND FLOOR DEMOLITION PLANAD101 FIRST AND SECOND FLOOR DEMOLITION PLANSARCHITECTURALA100 BASEMENT AND GROUND FLOOR PLANS AND WALL TYPESA101 FIRST AND SECOND FLOOR PLANS DOOR INFORMATIONA102 THIRD FLOOR PLANA151 REFLECTED CEILING PLANSA161 GROUND, FIRST, AND SECOND FLOOR FINISH PLANSA251 INTERIOR ELEVATIONSA301 BUILDING SECTIONSA401 ENLARGED STAIR PLANS AND AXONOMETRIC VIEWA402 ENLARGED STAIR PLANS AND AXONOMETRIC VIEWA551 INTERIOR DETAILSA552 LIBRARY CASEWORK REPAIR AND REFINISHINGDATE:JOB NUMBER:CONSTRUCTION CLASSIFICATION:SPRINKLER PROTECTION:BUILDING USE CLASSIFICATION:TOTAL EXISTING BUILDING AREA:AREA OF RENOVATION:AREA OF ADDITION:TOTAL AREA OF PROJECT:Structural EngineeringPO Box 217, 4592 Jordan RoadSkaneateles Falls, NY 13153Tel 315.685.4732 Fax 315.685.4753Sack & AssociatesConsulting Engineers721 East Genesee StreetSyracuse, NY 13210.1505Tel 315.471.4013 Fax 315.471.4044T.G. MillerCivil Engineering203 North Aurora StreetIthaca, New York 14850Tel 607.272.6477 Fax 607.273.63225B YesR222,181 Square Feet4,500 Square Feet0 Square Feet4,500 Square FeetRyan Biggs | Clark DavisView of Vestibule from the Second FloorView of Vestibule from the First Floor
UPUPUPUPUPUPDNUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUPUP(1) LOCATION OF EXITS(2) CONTRACT LIMIT LINE (LIMIT OF WORK AREA)SYMBOL ON DRAWING (IF APPLICABLE)E(3) TEMPORARY PARTITIONS CONSTRUCTED OF STUDS AND DRYWALL (NOT FINISHED), ADD PLASTIC SHEETING TAPED TO PROVIDE DUST SEAL, ADD CONSTRUCTION DOORS WHERE REQUIREDPROVIDE CONTINUOUS FIRE ALARM COVERAGE DURING THE PROJECT IN ALL WORK AREAS.SCHEDULE DAILY FIRE ALARM SHUTDOWNS WITH CORNELL EH&S AS REQUIRED.B02RecreationB0040HallB0060BoilerB01BarB0043CorridorB03StorageB0001StairB0041B0002StairG01Dining RoomG02Living RoomG0041G04KitchenG05DishwashingG06Food StorageService CourtG0091StorageG08G09G10Chapter RoomG0063BoilerG12LaundryG0092BathG0090StorageG0022BathG0004East StairG0045StairG0060Valve RoomG0020ToiletG0043HallG0001StairG0002StairG0042VestibuleG0003StairEEG0040CorridorEEEFrom G05Temporary partitionDNUPG0040CorridorG0005StairsG02Living Room110110A110B110C10023Bath10024Bath101Library102Commons103E.B. WhilteRoom10410040Corridor105105A105B105CBath106Mail10020Bath102A102C102BTemporary partitionTemporary partitionDNOpen To Below202202A204204A2004220040202B202C204B204C20020Bathroom20921021120043213214215216217218220A220B220C20021Bathroom20045Corridor205A205B200412004420003Stairs20004East Stair3'-0"Temporary partition fit with doorMaintain clear walkway as indicated301302303303A303B30020Bathroom30041Stair30002Stair30043Corridor305305A305B308309A309309B309C309D30004East Stair300603009IWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910G100CODECONFORMANCEPLAN14 March 20181732ajr118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovations - Project 1 - Construction Documents10732 Phi Gamma Delta 1/16" = 1'-0"A7Basement Floor Code Plan 1/16" = 1'-0"C7Ground Floor Code Plan 1/16" = 1'-0"E7First Floor Code Plan 1/16" = 1'-0"A3Second Floor Code Plan 1/16" = 1'-0"C3Third Floor Code Plan
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EXISTING
CONDITIONS
PLAN
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UTILITY
DEMOLITION,
EROSION &
SEDIMENT
CONTROL PLAN
·
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UTILITY
PLAN
DESIGN DATA NOTES: FOR NEW CONSTRUCTION ONLY
DEAD LOADS:
FLOORS:
ROOF:
3.
THERMAL FACTOR (C )
IMPORTANCE FACTOR (I )
UNIFORM FLAT-ROOF SNOW LOAD (P )
SNOW EXPOSURE FACTOR (C )
UNIFORM GROUND SNOW LOAD (P )
LIVE LOADS:
PUBLIC ROOMS AND CORRIDORS SERVING THEM:
ROOF:
2.
UNIFORMLY DISTRIBUTED LIVE LOADS:
GENERAL:1.
40 psf
28 psf
1.0
1.0
1.0
100 psf
20 psf
25 psf
g
f
e
t
s
5. STRUCTURAL MATERIAL STRENGTHS:
STRUCTURAL AND MISCELLANEOUS STEEL:
ROLLED STEEL C, S, M, MC, AND HP SHAPES
ROLLED STEEL PLATES, BARS, AND ANGLES
HOLLOW STRUCTURAL SECTIONS (HSS)
FOR CONNECTIONS, PROVIDE HIGHER GRADE AS REQUIRED FOR CAPACITY.
- ASTM A 36 OR ASTM A 572,
GRADE 50
- ASTM A 36 OR ASTM A 572,
GRADE 50
- ASTM A 500, GRADE B OR C
CONCRETE:
FOOTINGS, MISCELLANEOUS
INTERIOR SLABS ON GRADE OR SLABS ON DECK
RETAINING WALLS, BASEMENT WALLS, FOUNDATION WALLS, PIERS
(SEE SPECIFICATIONS FOR SLUMP AND AIR ENTRAINMENT)
f'c = 3,000 psi
f'c = 3,500 psi
f'c = 4,000 psi
DIMENSION LUMBER:
STRUCTURAL FRAMING NO. 1/NO. 2 OR BETTER, SPRUCE-PINE-FIR (SPF)
Fb = 875 psi Fc = 425 psi (PERPENDICULAR TO GRAIN)
E = 1,400,000 psi Fc = 1,150 psi (PARALLEL TO GRAIN)
2017 NEW YORK STATE UNIFORM CODE (NYSUC)
INCORPORATING THE 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC)
II
B
WORK AREA METHOD
ALTERATION LEVEL 2
DESIGN PROVISIONS
RISK CATEGORY
TERRAIN/EXPOSURE CATEGORY
COMPLIANCE METHOD (IEBC)
CLASSIFICATION OF WORK (IEBC)
MAIN WIND FORCE RESISTING SYSTEM HAS BEEN DESIGNED ACCORDING TO ASCE 7-10, AS REFERENCED
IN THE 2015 INTERNATIONAL BUILDING CODE (IBC) SECTION 1609.1 USING THE FOLLOWING PROCEDURE:
4.
THE DIRECTIONAL PROCEDURE PART 2 (ASCE 7-10, SECTION 27.5)
115 mph
89 mph
22 feet
1.0
ENCLOSED
±0.18
ULTIMATE WIND SPEED (3 SECOND GUST) (Vult):
NOMINAL WIND SPEED (3 SECOND GUST) (Vasd):
HEIGHT OF MAIN ROOF:
TOPOGRAPHIC FACTOR (Kzt):
ENCLOSURE CLASSIFICATION:
INTERNAL PRESSURE COEFFICIENT (GCpi):
(1ST FLOOR)
PRIVATE ROOMS AND CORRIDORS SERVING THEM:40 psf(ABOVE 1ST FLOOR)
STAIRS AND LANDINGS:100 psf
GENERAL NOTES
1. DESIGNED IN ACCORDANCE WITH THE 2017 NEW YORK STATE UNIFORM CODE (NYSUC).
2. DIMENSIONS TO, OF, AND IN EXISTING STRUCTURE SHALL BE VERIFIED IN FIELD BY CONTRACTOR.
3. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES IN DIMENSIONS
BETWEEN EXISTING CONDITIONS AND/OR ARCHITECTURAL DRAWINGS AND THE STRUCTURAL DRAWINGS.
4. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS.
5. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE
INDICATED.
6. THE NOTES ON THIS DRAWING ARE TYPICAL UNLESS OTHERWISE INDICATED.
7. BRACE BUILDING UNTIL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE INSTALLED. THESE ELEMENTS
ARE AS FOLLOWS: (FLOOR DECK, ROOF DECK, BRACING MEMBERS, SHEAR WALLS, MOMENT CONNECTIONS,
ETC.).
8. CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF PROPOSED DEVIATIONS OR SUBSTITUTIONS
FROM DIMENSIONS, MATERIALS, OR EQUIPMENT SHOWN ON THE DRAWINGS AND MAKE ONLY THOSE
DEVIATIONS OR SUBSTITUTIONS ACCEPTED BY ENGINEER.
9. CONTRACTOR SHALL DETERMINE EXACT LOCATIONS OF EXISTING UTILITIES BEFORE COMMENCING WORK.
CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR DAMAGES WHICH MIGHT OCCUR AS A RESULT OF
FAILURE TO EXACTLY LOCATE AND PRESERVE EXISTING UTILITIES.
10. COORDINATE NUMBER AND LOCATION OF ROOF DRAINS AND OPENINGS WITH ARCHITECTURAL AND
MECHANICAL DRAWINGS.
11. DO NOT SUSPEND MECHANICAL, ELECTRICAL, OR PLUMBING ITEMS FROM ROOF DECK. REFER TO THE
MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS AND SPECIFICATIONS FOR HANGERS AND
SUPPLEMENTAL FRAMING REQUIRED TO ATTACH THESE ITEMS TO THE MAIN ROOF FRAMING.
12. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. CONTRACTOR
SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.
13. DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE
WITH AMENDMENTS.
STRUCTURAL STEEL NOTES
1. DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND DETAILED ON STRUCTURAL
DRAWINGS.
2. WHERE FILLET WELD SIZES ARE NOT SPECIFICALLY NOTED, THE FABRICATOR SHALL DETAIL A MINIMUM SIZE FILLET WELD
IN ACCORDANCE WITH AWS STANDARDS. THE ACTUAL SIZES SHALL BE SHOWN ON THE SHOP DRAWINGS.
WOOD FRAMING NOTES
1. ACCURATELY CUT, FIT, AND SOLIDLY FASTEN MEMBERS TO PROVIDE PLUMB, LEVEL, TRUE, AND RIGID WORK.
2. NAILING NOT INDICATED ON DRAWINGS SHALL BE IN ACCORDANCE WITH "FASTENING SCHEDULE" CONTAINED IN THE BUILDING CODE OF NEW
YORK STATE.
3. COMPLY WITH APPLICABLE RECOMMENDATIONS CONTAINED IN APA, DESIGN/CONSTRUCTION GUIDE RESIDENTIAL AND COMMERCIAL FOR
STRUCTURAL WOOD PANELS INDICATED.
4. DO NOT NOTCH RAFTERS AND JOISTS IN THE MIDDLE THIRD OF THE SPAN. LIMIT NOTCHES ON THE TOP OR BOTTOM FACE OF THE JOIST TO A
MAXIMUM DEPTH OF 1/6 OF THE DEPTH OF THE MEMBER AND MAXIMUM LENGTH OF 1/3 THE DEPTH OF THE MEMBER UNLESS ACCEPTANCE OF
ENGINEER IS OBTAINED. NO OVERCUTS WILL BE PERMITTED.
5. DO NOT BORE HOLES CLOSER THAN 2 INCHES FROM TOP OR BOTTOM OF JOISTS. LIMIT DIAMETER OF HOLES TO 1/3 THE DEPTH OF THE MEMBER.
REVIEW BORE HOLE LOCATIONS WITH ENGINEER BEFORE PROCEEDING.
6. SIMPSON STRONG-TIE FRAMING CONNECTORS ARE INDICATED ON THE DRAWINGS. EQUIVALENT CONNECTORS FROM OTHER MANUFACTURERS
MAY BE SUBMITTED FOR REVIEW.
7. NAIL SHEATHING WITH 8D COMMON NAILS AT 6 INCHES ON CENTER ALONG PANEL ENDS AND 12 INCHES ON CENTER AT INTERMEDIATE
SUPPORTS UNLESS NOTED OTHERWISE. ALTERNATE FASTENING SHALL BE EQUIVALENT TO SPECIFIED NAILING AS INDICATED IN ESR-1539.
SUBMIT ALTERNATE FASTENING INFORMATION, INCLUDING FASTENER TYPE, DIAMETER, LENGTH, AND SPACING TO ENGINEER FOR REVIEW.
8. GLUE-NAIL EACH PLY OF MULTIPLE PIECE BEAMS TOGETHER WITH THREE ROWS OF 16D NAILS AT 12 INCHES ON CENTER (STAGGERED). LOCATE
ROWS OF NAILING 2 INCHES FROM TOP AND BOTTOM FACES AND AT MID-DEPTH OF BEAM.
9. PROVIDE BUILT-UP STUD COLUMNS AT BEAM BEARING LOCATIONS IN STUD WALLS UNLESS NOTED OTHERWISE. CONSTRUCT BUILT-UP STUD
COLUMNS WITH A MINIMUM WIDTH THE SAME WIDTH AS THE MEMBER SUPPORTED. PROVIDE A MINIMUM BEARING LENGTH OF 3 1/2 INCHES.
10. PRE-DRILL LEAD HOLES FOR LAG SCREWS WITH A DIAMETER OF 60 PERCENT OF THE SHANK DIAMETER. ENLARGE THE LEAD HOLES TO THE
SHANK DIAMETER FOR THE LENGTH OF THE UNTHREADED SHANK.
11. INSERT LAG SCREWS AND WOOD SCREWS BY TURNING; DO NOT DRIVE WITH A HAMMER. LUBRICATE WITH SOAP PRIOR TO INSTALLATION.
12. EPOXY SHALL BE LIQUIDWOOD OR WOODEPOX AS MANUFACTURED BY ABATRON OR ACCEPTED EQUIVALENT. TIGHTEN BOLTS TO REDUCE THE
CRACK THICKNESS PRIOR TO INSTALLATION OF EPOXY. INSTALL EPOXY PER MANUFACTURER'S RECOMMENDATIONS.
STRUCTURAL OBSERVATION NOTES
INITIAL ERECTION OF STRUCTURAL STEEL.
THE REGISTERED DESIGN PROFESSIONAL WILL PREPARE A FIELD OBSERVATION REPORT FOR
EACH SITE VISIT MADE TO OBSERVE CONSTRUCTION. PART II OF EACH REPORT IS FOR CONTRACTOR
VERIFICATION AND IS MANDATORY. PART II MUST BE COMPLETED (SIGNED BY THE CONTRACTOR
VERIFYING THAT THE REQUIRED ACTION WAS TAKEN AND LISTING THE DATE COMPLETED) AND
RETURNED TO THE ENGINEER IN A TIMELY MANNER.
THE REGISTERED DESIGN PROFESSIONAL MAY VISIT THE SITE AT TIMES OTHER THAN THOSE
LISTED IN NOTE 1.
THE REGISTERED DESIGN PROFESSIONAL WILL MAKE VISITS TO THE SITE AT APPROPRIATE
INTERVALS FOR THE PURPOSE OF OBSERVING THE CONSTRUCTION FOR GENERAL
CONFORMANCE WITH THE CONTRACT DOCUMENTS. THE FOLLOWING LIST INCLUDES SOME
APPROPRIATE TIMES FOR VISITING THE SITE. THE CONTRACTOR SHALL NOTIFY THE
REGISTERED DESIGN PROFESSIONAL AT LEAST 48 HOURS PRIOR TO PERFORMING THESE
ACTIVITIES SO THAT SITE VISITS CAN BE SCHEDULED.
3.
OTHER TIMES AS REQUIRED DUE TO FIELD CONDITIONS OR SPECIAL CONSTRUCTION TYPES.
COMPLETION OF THE STRUCTURAL SYSTEM.
INITIAL FRAMING LAYOUT AND CONNECTIONS FOR WOOD CONSTRUCTION.
2.
-
-
-
-
1.
SPECIAL INSPECTION NOTES
1. THE OWNER WILL ENGAGE THE SERVICES OF A QUALIFIED SPECIAL INSPECTOR FOR THIS PROJECT, WHO WILL PROVIDE AND/OR COORDINATE
INSPECTION AND TESTING REQUIREMENTS AS NECESSARY IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 17 OF THE BCNYS.
2. THE REGISTERED DESIGN PROFESSIONAL HAS PREPARED A STATEMENT OF SPECIAL INSPECTIONS, WHICH INCLUDES SPECIFICATION 014533, AND THE
SCHEDULE OF SPECIAL INSPECTIONS [INCLUDING SPECIAL INSPECTIONS FOR SEISMIC/WIND RESISTANCE]. THESE DOCUMENTS WILL BE SUBMITTED WITH
THE CONTRACT DOCUMENTS AND THE APPLICATION FOR BUILDING PERMIT TO THE CODE ENFORCEMENT OFFICIAL. A COPY OF THE SCHEDULE OF
SPECIAL INSPECTIONS IS INCLUDED ON DRAWING S002.
3. SPECIAL INSPECTIONS AND TESTING SHALL BE CONTINUOUS OR PERIODIC DURING THE PERFORMANCE OF THE WORK, AS NOTED.
4. THE CONTRACTOR SHALL HOLD A PRE-CONSTRUCTION MEETING WITH THE REGISTERED DESIGN PROFESSIONAL, SPECIAL INSPECTOR, TESTING
AGENCY, AND AFFECTED SUB-CONTRACTORS TO REVIEW THE REQUIRED SPECIAL INSPECTION AND TESTING REQUIREMENTS FOR THE PROJECT. THE
CONTRACTOR SHALL DISTRIBUTE CONSTRUCTION SCHEDULES TO EACH ATTENDEE.
5. THE SPECIAL INSPECTOR SHALL SUBMIT INTERIM REPORTS AND, AT THE COMPLETION OF SPECIAL INSPECTIONS, A FINAL STATEMENT OF SPECIAL
INSPECTIONS. REPORTS SHALL BE STAMPED AND SIGNED BY A PROFESSIONAL ENGINEER.
6. THE SPECIAL INSPECTOR SHALL NOTIFY THE CONTRACTOR IMMEDIATELY OF DISCREPANCIES. SUBSEQUENT REPORTS SHALL NOTE WHEN AND HOW
DEFICIENCIES WERE CORRECTED. THE SPECIAL INSPECTOR SHALL NOTIFY THE REGISTERED DESIGN PROFESSIONAL AND THE CODE ENFORCEMENT
OFFICIAL OF DISCREPANCIES WHICH HAVE NOT BEEN CORRECTED.
7. THE CONTRACTOR SHALL COOPERATE WITH THE SPECIAL INSPECTOR INCLUDING ADVANCE NOTIFICATION OF REQUIRED INSPECTION OR TEST,
INCIDENTAL LABOR, AND SAFE ACCESS TO THE WORK AREAS, AND ACCESS TO CONTRACT DOCUMENTS SO THAT INSPECTIONS AND TESTING MAY BE
PERFORMED WITHOUT HINDRANCE.
8. THE SPECIAL INSPECTION PROGRAM SHALL IN NO WAY RELIEVE THE CONTRACTOR OF THE OBLIGATION TO PERFORM THE WORK IN ACCORDANCE WITH
THE REQUIREMENTS OF THE CONTRACT DOCUMENTS OR FROM IMPLEMENTING AN EFFECTIVE QUALITY CONTROL PROGRAM.
9. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
4592 JORDAN ROAD
SKANEATELES FALLS, NY 13153
p 315.685.4732 f 315.685.4753
www.ryanbiggs.com
DATE:
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DRAWN BY:
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S001
DESIGN DATA
AND GENERAL
NOTES
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COMPLETE AND PARTIAL PENETRATION
GROOVE WELDS. 100% VISUAL
INSPECTION AND 50% MINIMUM
ULTRASONIC TESTING. REFER TO
SPECIFICATION SECTION 014533
FOR ADDITIONAL REQUIREMENTS.
MULTIPASS (GREATER THAN 5/16).
AMERICAN CONCRETE INSTITUTE CERTIFIED CONCRETE FIELD TESTING TECHNICIAN - GRADE 1
ASTM A 6 OR
AISC 360-10,
A3.5
INSPECTION AGENTS FIRM ADDRESS/PHONE
KEY OF MINIMUM QUALIFICATIONS OF INSPECTION AGENTS (MQIA)
CATEGORY MINIMUM QUALIFICATIONS
STRUCTURAL STEEL, STEEL JOISTS, JOIST GIRDERS, AND METAL DECK
VERIFICATION/INSPECTION CONT.PERIODIC REFERENCED
STANDARDMQIAAGENT
NO.
WOOD FRAMING AND TRUSSES
VERIFICATION/INSPECTION CONT. PERIODIC
REFERENCED
STANDARDMQIAAGENT
NO.
THE CONSTRUCTION TYPES THAT REQUIRE SPECIAL INSPECTIONS ARE AS FOLLOWS:
SPECIAL INSPECTOR
P.E.
GEOTECHNICAL ENGINEER/
TESTING/INSPECTING AGENCY
TESTING/INSPECTING AGENCY
THE QUALIFICATIONS OF ALL PERSONNEL PERFORMING SPECIAL INSPECTION ACTIVITIES ARE
SUBJECT TO THE APPROVAL OF THE CODE ENFORCEMENT OFFICIAL. THE CREDENTIALS OF
INSPECTORS AND TESTING TECHNICIANS SHALL BE PROVIDED IF REQUESTED.
THE INSPECTION AND TESTING AGENT SHALL BE ENGAGED BY THE OWNER OR THE OWNER'S
REPRESENTATIVE, NOT BY THE CONTRACTOR OR SUBCONTRACTOR PERFORMING THE WORK.
ANY CONFLICT OF INTEREST MUST BE DISCLOSED TO THE CODE ENFORCEMENT OFFICIAL
PRIOR TO COMMENCING WORK.
THE SPECIAL INSPECTOR SHALL BE A PROFESSIONAL ENGINEER EXPERIENCED IN THE DESIGN
OF BUILDINGS AND REGISTERED IN THE STATE OF NEW YORK. MINIMUM QUALIFICATIONS OF
THE TESTING AGENTS ARE INDICATED ON THE SCHEDULE.
PE
EIT
ACI-CCI
ICC-RCSI
ICC-RCC ICC REINFORCED CONCRETE CERTIFICATION
ENGINEER IN TRAINING SUPERVISED BY A PE - INTERN ENGINEER
ICC REINFORCED CONCRETE SPECIAL INSPECTOR
AMERICAN CONCRETE INSTITUTE CERTIFIED CONCRETE CONSTRUCTION INSPECTOR
NEW YORK STATE REGISTERED PROFESSIONAL ENGINEER
MATERIAL VERIFICATION OF
STRUCTURAL STEEL AND METAL DECK:
VERIFY FABRICATOR(S) MAINTAINS
DETAILED FABRICATION AND QUALITY
CONTROL PROCEDURES.
MANUFACTURER'S CERTIFIED
MILL TEST REPORTS REQUIRED.
MANUFACTURER'S CERTIFICATE
OF COMPLIANCE REQUIRED.
IDENTIFICATION MARKINGS TO
CONFORM TO AWS SPECIFICATION
IN THE APPROVED CONSTRUCTION
DOCUMENTS.
MATERIAL VERIFICATION OF WELD
FILLER MATERIALS.
INSPECTION OF WELDING OF
STRUCTURAL STEEL:
INSPECT CONDITION OF ERECTED
MATERIALS.
VERIFY COLUMN PLUMBNESS
2.
3.
4.
1.
FILLET WELDS. 100% VISUAL
INSPECTION AND 10% MAGNETIC
PARTICLE TESTING.
SINGLE PASS (5/16 OR LESS).
INSPECTION OF ERECTED STEEL FRAME:
APPLICATION OF JOINT DETAILS AT
EACH CONNECTION.
JOINT DETAILS FOR COMPLIANCE
WITH APPROVED CONSTRUCTION
DOCUMENTS.
ACI-CFTT
SCHEDULE OF SPECIAL INSPECTIONS FOR BUILDING STRUCTURES
ICC-SMC
ICC-SSWC ICC STRUCTURAL STEEL AND WELDING CERTIFICATION
ICC STRUCTURAL MASONRY CERTIFICATION
AWS-CWI
ICC-SAFC ICC SPRAY-APPLIED FIREPROOFING CERTIFICATION
AMERICAN WELDING SOCIETY CERTIFIED WELDING INSPECTOR
ASNT AMERICAN SOCIETY OF NON-DESTRUCTIVE TESTING - LEVEL II OR III
EXCAVATION AND FILLING
VERIFICATION OF SOILS
PILES AND DRILLED PIERS
MODULAR RETAINING WALLS
REINFORCED CONCRETE 1. CURRENT ICC-RCSI OR ACI-CCI
2. ACI-CFTT
3. EIT OR PE WITH RELEVANT EXPERIENCE
PRESTRESSED CONCRETE 1. CURRENT ICC-RCC OR ICC-PCC
2. ACI-CFTT WITH ONE YEAR OF RELEVANT EXPERIENCE
3. EIT OR PE WITH RELEVANT EXPERIENCE
4. CURRENT POST-TENSIONING INSTITUTE (PTI) CERTIFICATION
MASONRY
WELDING 1. CURRENT AWS-CWI
2. CURRENT ICC-SSWC AND ONE YEAR RELEVANT EXPERIENCE
3. CURRENT LEVEL II ASNT
4. CURRENT LEVEL III ASNT, BUT ONLY IF ALSO LEVEL II
HIGH-STRENGTH BOLTING
AND STEEL FRAME INSPECTION
INSPECTION OF FABRICATORS 1. PRECAST: CURRENT ICC-RCC AND ONE YEAR OF RELEVANT
EXPERIENCE
2. BAR JOISTS: SEE WELDING REQUIREMENTS
3. METAL BUILDINGS: SEE WELDING REQUIREMENTS
4. STRUCTURAL STEEL: SEE WELDING REQUIREMENTS
MASTIC AND INTUMESCENT
FIRE-RESISTANT COATINGS
1. EIT OR PE WITH RELEVANT EXPERIENCE
SEISMIC RESISTANCE 1. SEE APPLICABLE CATEGORIES IN THIS TABLE
NEW YORK STATE REGISTERED DESIGN PROFESSIONAL ENGINEERRDP
A.
B.
C.
D.
E.
F.
G.
L.
M.
COLD-FORMED METAL FRAMING 1. QUALIFIED PERSON WITH ONE YEAR OF RELEVANT EXPERIENCE
2. EIT OR PE WITH RELEVANT EXPERIENCE
H.
WOOD FRAMING AND TRUSSES 1. QUALIFIED PERSON WITH ONE YEAR OF RELEVANT EXPERIENCE
2. EIT OR PE WITH RELEVANT EXPERIENCE
I.
SPRAYED FIRE-RESISTANT
MATERIALS
1. CURRENT ICC-SAFC AND ONE YEAR OF RELEVANT EXPERIENCE
2. EIT OR PE WITH RELEVANT EXPERIENCE
EXTERIOR AND INTERIOR
ARCHITECTURAL WALL PANELS
1. MASONRY VENEERS: SEE MASONRY QUALIFICATIONS
2. EIT OR PE WITH RELEVANT EXPERIENCE
K.
J.
INSPECTOR
X-G.2, G.3,1 OR 31.
G.4
X 100%
X 100%
-
-
F.21
1 OR 3
4.
A.
B.
ASTM A 568
6.
A.
B.
-XE.1, E.23
-XE.1, E.21 OR 3
E.3
7.
A.
B.
-X
M.1
ASTM E 587
X-
E.1, E.2,3 AISC 360-10,
N5.4 AND N5.5
AWS D1.1
1.
2.
ASTM E 709
X-AWS D1.1
-X
X-
9.
A.
X 100%F.1, F.2,1 OR 3
B.
M.1
-
10.F.1, F.21 OR 3 X 100%-
11.F.13 X 100%-
MATERIAL VERIFICATION:
INSPECT CONDITION OF ERECTED
FRAMING AND MECHANICAL CONNECTIONS.
1.X-1
2.
X 50%-
1 I.1, I.2,
M.1
X 50%-
ASTM A 653IDENTIFICATION MARKINGS TO
CONFORM TO ASTM STANDARDS
SPECIFIED IN THE APPROVED
CONSTRUCTION DOCUMENTS.
ICC-PCC ICC PRESTRESSED CONCRETE CERTIFICATION
AISC 360-10,
CHAPTER N2
AISC 360-10,
N5.7
SOILS AND FOUNDATIONS
CAST-IN-PLACE CONCRETE
MASONRY
STRUCTURAL STEEL
COLD-FORMED METAL FRAMING
WOOD FRAMING AND TRUSSES
MASONRY VENEERS AND ARCHITECTURAL WALL PANELS
SPRAY FIRE-RESISTANT MATERIAL
MASTIC AND INTUMESCENT FIRE-RESISTANT COATINGS
SPECIAL CASES
1. CURRENT LEVEL II CERTIFICATION IN GEOTECHNICAL
ENGINEERING TECHNOLOGY/CONSTRUCTION FROM THE
NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING
TECHNOLOGIES (NICET).
2. EIT OR PE WITH RELEVANT EXPERIENCE.
1. CURRENT ICC-SMC AND ONE YEAR OF RELEVANT EXPERIENCE.
2. EIT OR PE WITH RELEVANT EXPERIENCE.
1. CURRENT ICC-SSWC AND ONE YEAR OF RELEVANT EXPERIENCE.
2. EIT OR PE WITH RELEVANT EXPERIENCE.
WELDS AT BASES OF CANTILEVER RAIL
POSTS.
C.IBC 1705.2.1
A. GRADE OF WOOD MEMBERS.
B. IDENTIFICATION MARKINGS ON
METAL FRAMING CONNECTORS
FOR COMPLIANCE WITH
APPROVED CONSTRUCTION
DOCUMENTS.
A. JOINT DETAILS FOR COMPLIANCE
WITH APPROVED CONSTRUCTION
DOCUMENTS.
B. APPLICATION OF JOINT DETAILS AT
EACH CONNECTION.
THE STATEMENT OF SPECIAL INSPECTIONS CONSISTS OF THIS SCHEDULE OF SPECIAL INSPECTIONS AND
SPECIFICATION SECTION 014533. THESE DOCUMENTS MUST BE SUBMITTED FOR APPROVAL TO THE OWNER
AND CODE ENFORCEMENT OFFICIAL AS A CONDITION OF OBTAINING A BUILDING PERMIT. THE AGENT WHO
WILL BE PERFORMING SPECIAL INSPECTIONS HAVE NOT YET BEEN RETAINED BY THE OWNER. THE NAMES
AND QUALIFICATIONS OF THE AGENTS MUST BE SUBMITTED TO THE CODE ENFORCEMENT OFFICIAL AND
REGISTERED DESIGN PROFESSIONAL PRIOR TO COMMENCEMENT OF CONSTRUCTION.
4592 JORDAN ROAD
SKANEATELES FALLS, NY 13153
p 315.685.4732 f 315.685.4753
www.ryanbiggs.com
DATE:
PROJECT:
OTHER:
DRAWN BY:
A
B
C
D
E
F
G
A
B
C
D
E
F
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S002
SCHEDULE OF
SPECIAL
INSPECTIONS
14 March 2018
1732
Author 118 McGraw PlaceIthaca New York 14850The Oaks 21 Renovations - Project 1 - Construction Documents10732 Phi Gamma Delta
3
S102
(3)2x12, (1)2x6
COLUMN SEE 4/S100
FOR ORIENTATION
HSS 12x2 STRINGER
(4) 2x10 BEAM
(4) 2x4 POST EA END
OF BEAM
T/FLOOR (714'-0"±)
T/FLOOR (707'-4 3/4"±)
A
21
16' - 4 5/8" ±
HSS12X2X5/16
MC12X50MC12X50 MC12X50(719'-10 1/2")
(719'-10 1/2")(719'-10 1/2")(719'-10 1/2")6
S100
HSS12x2x5/16
STRINGER
HSS12x2x5/16
STRINGER
(KINKED)
5
S100
5
S100
S100
4
2x10 AT 16"OC
INFILL W/ 3/4"
SHEATHING
5 1/4" x 9 1/4"
PARALLAM
3
S102(3)2x12, (1)2x6
COLUMN SEE 4/S100
FOR ORIENTATION
OPEN
OPEN
(3)2x4 POST EACH
END OF PARALLAM
BEAM
9
9
9
10
5 10
3
5
S100
4 A
21
1" Ø TIE ROD2x6 SISTER TYP
EX 2x6 RAFTER
AT 1'-4" OC TYP
L4x4x1/4,
2'-0" LONG
TYP
L6x4x1/4
TYP
1
S102
2
S102
3
S102
HSS 12x4x1/4
4 4
HSS 5x5 5
A
21
EQ EQ EQ
HSS 4x4x1/4 STUB COLUMN
2x6 WALL PANEL
BETWEEN STUB
COLUMNS TYP
2x8 BLOCK. ATTACH
W/ (3)#10 SCREWS
THROUGH EXIST STUD
INTO END OF BLOCKING
EA END
MC12
(2) 1/2"Ø LAG SCREW
2" LG SPACED EVENLY
IN STUD BAY
STAGGER BLOCKING AND
LAGS TOP AND BOT,
EVERY OTHER BAY
REMOVE EXIST 2x10
FLOOR FRAMING AFTER
SHORING IS IN PLACE
SHORE WALL FOR WIND
LOADING UNTIL MC12
ARE FULLY INSTALLED
ON ALL (3) WALLS
.3"3
2
1 1' - 0"2x4 BLOCKING WHERE
NEW STUDS ARE ADDED
(3) 1/2"Ø x 4" LG LAG SCREW
AT EA LOCATION SHOWN ON
PLAN WHERE LAGS ARE
DIRECTLY INTO STUD
WT4x7.5
HSS12x2
MC12
(2) 2x4. SEE 4/S100 FOR
LOCATION. FASTEN TO EXIST
STUD W/ #10 SCREWS
AT 6"OC FOR LENGTH OF
NEW STUD
3/16
3/16
EXIST 2x6
2x6
(3) 2x12 BUILT-UP COL
HSS 5x5 ABOVE
MC12
EXIST SHEATHING
(2) 2x4
WT4
2x8 BLOCKING
EXIST 2x4 (TYP)
16' - 1 1/2" ±
6
S100
HSS12x2
HSS7x3x1/2 (719'-6 3/4")
3' - 8"3' - 8"
7' - 10"HSS12x2 KINKED STRINGERHSS12x2 STRINGERHSS12x2 STRINGERHSS12x2 STRINGER(3) 2x12 BUILT-UP COL
HSS 5x5 ABOVE
2x6
(2) 2x4
(2) 2x4
..
6" x 20GA JOIST
AT 16"OC
W/ 3/4" PLYWOOD DECK
6
S100
WINDOW(2) 2x4
5
S100
WT4
MC122
S101
1
S101
4
S101
3
S101
OPEN
OPEN
1 2
A
3" TYP
5
5
3
3
3
4
10 10 10 10
5
5
3
3
3
3
10
10
ATTACH
LAST
JOIST TO
HSS
ATTACH
LAST
JOIST TO
MC
4592 JORDAN ROAD
SKANEATELES FALLS, NY 13153
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www.ryanbiggs.com
DATE:
PROJECT:
OTHER:
DRAWN BY:
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E
F
G
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10
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S100
PARTIAL
PLANS AND
SECTIONS
14 March 2018
1732
RMS 118 McGraw PlaceIthaca New York 14850The Oaks 21 Renovations - Project 1 - Construction Documents10732 Phi Gamma Delta 1/8" = 1'-0"S100
1 FIRST FLOOR VESTIBULE - PARTIAL PLAN
1/8" = 1'-0"S100
2 SECOND FLOOR VESTIBULE - PARTIAL PLAN
1/8" = 1'-0"S100
3 ROOF VESTIBULE - PARTIAL PLAN
1 1/2" = 1'-0"S100
5 SECTION
1 1/2" = 1'-0"S100
6 SECTION
3/4" = 1'-0"S100
4 ENLARGED LANDING PLAN
RECOMMENDED WORK SEQUENCE:
- INDICATES SEQUENCE NUMBER
1. SHORE WALLS IN VESTIBULE.
2. REMOVE SECOND FLOOR IN VESTIBULE.
3. INSTALL CHANNELS AND REMOVE WALL SHORING.
4. INSTALL HSS 12x2 IN VESTIBULE AND TIE ROD AT ROOF.
5. INSTALL NEW STEEL AND WOOD COLUMNS IN MAIN BUILIDNG.
6. SHORE 3RD FLOOR AND ROOF OF MAIN BUILDING.
7. REMOVE WALL AND INSTALL NEW HSS BEAM. REMOVE
SHORING.
8. SHORE 1ST AND 2ND FLOOR AS REQUIRED TO PERFORM
WORK AT STAIR.
9. INSTALL NEW BEAMS SUPPORTING EXISTING FRAMING AT 1ST
AND 2ND FLOOR.
10. INSTALL NEW STAIR COMPONENTS AND REMOVE SHORING.
5
9
9
10
4
X
L4x4x3/8, 6" LONG 1 1/2"3"(2) 1/2" LAG SCREW
4" LONG
5 1/4x9 1/4 PARALLAM
HSS12x2 STRINGER 3/4" PLYWOOD
HSS12x2
6" 20GA JOIST ATTACH TO
TRACK WITH (2) #10 SCREWS
6" 20GA TRACK W/ 2" FLANGE
ATTACH W/ #12 SELF TAPPING
SCREWS AT 6"OC ALTERNATE
TOP AND BOT TYPL4x4x3/8 CLIP ANGLE
SEQUENCE 10
2x10 INFILL FRAMING
HSS7x3
719'- 10 1/2"3"HSS12x2 STRINGER
L4x4x3/8, 6" LONG
(2) 1/2" LAG SCREW
4" LONG
(4) 2x10 BUILT UP BEAM
SHORE EXISTING FLOOR JOIST
UNTIL BEAM IS INSTALLED
1 1/2"
3"
L4x4x3/8, 4" LONG 4"x4"x3/8" PLATE
HSS7x3
MC12
NOTE:
LAG SCREWS IN MC12 NOT SHOWN
SEE 4/S100
WT4
INSTALL (4) 2x4 BUILT UP COLUMN IN EXISTING WALL
SEQUENCE 10
HSS 12x2
9
9
9
HSS12x2 STRINGER
L4x4x3/8, 6" LONG
(2) 1/2" LAG SCREW
4" LONG
(4) 2x10 BUILT UP BEAM
SHORE EXISTING FLOOR JOIST
UNTIL BEAM IS INSTALLED
1 1/2"3"
L4x4x3/8, 4" LONG
HSS7x3
3/4" PLYWOOD
6" 20GA JOIST
6" 20GA TRACK W/ 2" FLANGE
ATTACH W/ #12 SELF TAPPING
SCREWS AT 6"OC ALTERNATE
TOP AND BOT TYP
INSTALL (4) 2x4 BUILT UP
COLUMN IN EXISTING WALL
SEQUENCE 10
9
9
9
L4x4x3/8, 6" LONG
(2) 1/2" LAG SCREW
4" LONG
5 1/4x9 1/4 PARALLAM
HSS12x2 KINKED STRINGER
3/4" PLYWOOD
HSS12x2
L4x4x3/8 CLIP ANGLE 3"1 1/2"SEQUENCE 10
HSS 7x3
4592 JORDAN ROAD
SKANEATELES FALLS, NY 13153
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www.ryanbiggs.com
DATE:
PROJECT:
OTHER:
DRAWN BY:
A
B
C
D
E
F
G
A
B
C
D
E
F
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1 2 3 4 5 6 7 8 9 10 11874
S101
SECTIONS
14 March 2018
1732
kjo 118 McGraw PlaceIthaca New York 14850The Oaks 21 Renovations - Project 1 - Construction Documents10732 Phi Gamma Delta 1" = 1'-0"S101
1 SECTION
1" = 1'-0"S101
3 SECTION
1" = 1'-0"S101
4 SECTION
1" = 1'-0"S101
2 SECTION
L6x4 TYP
L4x4 TYP
(4) 1/2"Ø LAG SCREW
3" LG TYP
SIMPSON H2.5A EA EXISTING RAFTER
1" Ø ROD
3' - 0"5 "3 "SISTER 2x6 TO EXIST 2x6 RAFTER ON FAR SIDE FASTEN W/ #10
SCREWS AT 1'-0" OC TOP AND BOTTOM ALTERNATE
SEQUENCE 4
(2) 2x6 BLOCKING ATTACHED TO HSS 12x4
PRIOR TO INSTALLATION OF HSS. FASTEN
BLOCKING TO HSS WITH #10 SELF TAPPING
SCREWS AT 6" OC
HSS 12x4
SIMPSON H2.5A EA
EXISTING FLOOR JOIST
SHORE FOR 1200
LBS/FT PRIOR TO ANY
REMOVALS
.6
7
EXIST DOUBLE TOP PLATE
(2) 1/2" Ø x 5" LAGS SCREW IN EA BAY
BETWEEN EXIST JOIST
B/JOISTS (V.I.F.)
2x6 WALL PANELS ATTACHE
TO HSS COLUMN AND STUB
COLUMNS W/ #10 SCREWS
AT 6" OC. SLOPE BOTTOM
OF WALL PANELS TO MATCH
BOTTOM OF VESTIBULE
STRUCTURE
HSS 4x4 STUB COLUMN
EXIST VESTIBULE STRUCTURE ATTACH TO
NEW WALL PANELS W/ (2) #10 WOOD
SCREWS EA STUD
HSS 5x5x1/2
COLUMN W/
14"x6"x1" TOP AND
BASE PLATE
HSS 12x4x1/4 HOLD
(2) 2x6 TOP PLATE
BACK AT
CONNECTION
REMOVE EXIST
WOOD SILL PLATE
FOR WIDTH OF
COLUMN BASE
PLATE TO INSTALL
COLUMN ON
FLOOR DECK
(4) 2x12 BLOCKING
2 JOIST BAYS
ADJACENT TO
OPENING. ORIENT
BLOCKING WITH
GRAIN RUNNING
VERTICALLY TYP
EA FLOOR
(3) 2x12 (1) 2x6
COLUMN. SEE
4/S100 FOR
ORIENTATION
(3) 2x12 (1) 2x6
COLUMN. SEE
4/S100 FOR
ORIENTATION
EXISTING
FOUNDATION WALL
7
(V.I.F.)
SHEAR TAB
CONNCETION,
ERECTION BOLT TO
BE REMOVED AFTER
CONNECTION IS
COMPLETED
SEQUENCE 5
(2) SIMPSON LPC6Z
W/ (4) #12 x 4"
SCREWS TOE
NAILED EA SIDE
BETWEEN
CONNECTORS TYP
4
S102
4
S102
HSS 5x5
14"x6"x1" PL
(6)1/2" Ø x 5" LAG SCREWS
2"2"2"2"2"1/2"1/2"
4592 JORDAN ROAD
SKANEATELES FALLS, NY 13153
p 315.685.4732 f 315.685.4753
www.ryanbiggs.com
DATE:
PROJECT:
OTHER:
DRAWN BY:
A
B
C
D
E
F
G
A
B
C
D
E
F
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10 11874
S102
SECTIONS
14 March 2018
1732
Author 118 McGraw PlaceIthaca New York 14850The Oaks 21 Renovations - Project 1 - Construction Documents10732 Phi Gamma Delta 1 1/2" = 1'-0"S102
1 SECTION
1 1/2" = 1'-0"S102
2 SECTION
1 1/2" = 1'-0"S102
3 SECTION
1 1/2" = 1'-0"S102
4 SECTION
UPUPUPUPUPUPUPUPUPD7D11D11D3D1D6D6D7Alternate 1G10Chapter RoomG12LaundryG09G0063BoilerG0022BathG0044CorridorG08G0091G0092G0060Valve RoomG0020ToiletG0043HallG06Food StorageG04KitchenG05DishwashingG01Dining RoomG0041CorridorLiving RoomG02Living RoomG02G0042VestibuleD15D15Disconnect and relocate ice maker within building to location on this floor to be determined.Replace and reinstall at end of projectG0090Demo walls as required for installation of columns per 3/S102WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910AD100GROUNDFLOORDEMOLITIONPLAN14 March 20181732ajr118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovations - Project 1 - Construction Documents10732 Phi Gamma Delta 1/8" = 1'-0"D4Ground Floor Demolition PlanDEMOLITION KEYNOTESD1 Demolish wall finish (plaster and lath) to wood studs.D3 Demolish stair treads, risers, applied finishes and handrailsand prepare for replacement with new wood treads and risersD6 Demolish applied finishes on treads and risersD7 Demolish flooring and base to slab on gradeD11 Cut down upper portion of wall to align with top of stair stringerD15 Demolish door and frame.
UPUPUPUPUPUPUPUPUPDNUPUPUPUPUPUPD10D10D5D2D14Removed floor areaD14AlignAlignD1..13'-4"D13202A204A20420040202205206206A208209210211213215220C220B220A2182172162004520021200042004320044214D15D15D15D15D15D10Demo walls as required for installation of columns per 3/S102Demo walls as required for installation of columns per 3/S102D2D6D4D4D4D12D10D9Remove floor structure this areaOpen to Dining RoomBenchBenchD4D10D1D5.D5D5D4Alternate 1D10Tile to remainD4110B110A110110C100231002410040104103E.B. WhilteRoom102Commons101LibraryG01106105A105BLiving RoomG02CorridorG0040Salvage section of handrail to owner with House Greek LettersSalvage mailbox unit to ownerDemo walls as required for installation of columns per 3/S102D4-A3D4-A3D4-A3D4-A2D4-A2In Commons 102, remove extra layer plywood to original subfloor in base bidWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910AD101FIRST ANDSECONDFLOORDEMOLITIONPLANS14 March 20181732ajr118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovations - Project 1 - Construction Documents10732 Phi Gamma Delta 1/8" = 1'-0"D4Second Floor Demolition Plan 1/8" = 1'-0"A4First Floor Demolition PlanDEMOLITION KEYNOTESD1 Demolish wall finish (plaster and lath) to woodstuds.D2 Demolish stairs, railings, landings, andassociated construction to second floorD4 Demolish all floor finishes and base in areaD4-A2 Alternate 2: Remove subfloor to expose floorjoistsD4-A3 Alternate 3: In area of Alternate 1, removesubfloor to expose floor joistsD5 Demolish handrail/guardrailD6 Demolish applied finishes on treads and risersD9 Demolish flooring and associated structure toalign with south edge of west stairD10 Demolish flooring and baseD12 Demolish stairs to allow reconstruction withhardwood treads and risers, demolishhandrailsD13 Demolish ceiling finishes to wood rafters,coordinate with RCPD14 Demolish floor and supporting structureD15 Demolish door and frame
UPUPUPUPUPD2A301A3A301G01Dining RoomG02Living RoomG0041G04KitchenG05DishwashingG06Food StorageService CourtG0091StorageG08G09G10Chapter RoomG0063BoilerG12LaundryG0092BathG0090StorageG0022BathG0004East StairG0045StairG0060Valve RoomG0020ToiletG0043HallG0001StairG0002StairG0042VestibuleG0003StairD6A301A401A5G0040CorridorA402B2A251E6E3E8E1.G0044CorridorC8A251BAAPatch walls as requiredVestibule G0042: South, West, and East walls:If not exisiting in walls, provide staggered wood 2x fire blocking fit in each stud cavity, maximum 10' vertically on center, to fill cavity to back side of gypsum boardA3A301B02RecreationB0040HallB0060BoilerB01BarB0043CorridorB03StorageB0001StairB0041B0002StairA402E25/8" GYPSUM BOARD ABUSE RESISTANT GYPSUM BOARD- EXTEND WALL FRAMING AND GYPSUM BOARD TO UNDERSIDE OF STRUCTUREWALL BASE, SEE FINISH PLANSCEILING PLANE, SEE REFLECTED CEILING PLANSACOUSTIC SEALANT, ENTIRE PERIMETERUNDERSIDE OF STRUCTUREWALL TYPE A / A1WALL TYPE A: EXISTING 2x4 FRAMINGFILL WITH CLOSED CELL SPRAY FOAM INSULATIONWALL TYPE A1: DO NOT PROVIDE CLOSED CELL INSULATION7/8" METAL HAT CHANNEL AT 16" O.C.5/8" GYPSUM BOARD ABUSE RESISTANT GYPSUM BOARD- EXTEND WALL FRAMING AND GYPSUM BOARD TO UNDERSIDE OF STRUCTURECEILING PLANE, SEE REFLECTED CEILING PLANSACOUSTIC SEALANT, ENTIRE PERIMETERUNDERSIDE OF STRUCTUREWALL TYPE B / B12x4 FRAMING AT 16" O.C.5/8" GYPSUM BOARD ABUSE RESISTANT GYPSUM BOARD- EXTEND WALL FRAMING AND GYPSUM BOARD TO UNDERSIDE OF STRUCTUREWALL BASE, SEE FINISH PLANSCEILING PLANE, SEE REFLECTED CEILING PLANSACOUSTIC SEALANT, ENTIRE PERIMETERUNDERSIDE OF STRUCTUREWALL TYPE C2x4 FRAMING AT 16" O.C.FILL FRAMING CAVITY WITH MINERAL WOOL INSULATION U.O.N.ROOF TYPE D5/8" GYPSUM BOARD GYPSUM BOARDEXISTING 2x ROOF JOISTSFILL WITH CLOSED CELL SPRAY FOAM INSULATIONRC-1" CHANNEL AT 16" O.C.WALL BASE, SEE FINISH PLANSWALL TYPE B: EXISTING 2x4 FRAMINGFILL WITH CLOSED CELL SPRAY FOAM INSULATIONWALL TYPE B1: DO NOT PROVIDE CLOSED CELL INSULATIONWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910A100BASEMENTAND GROUNDFLOOR PLANSAND WALLTYPES14 March 20181732ajr118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovations - Project 1 - Construction Documents10732 Phi Gamma Delta 1/8" = 1'-0"D4Ground Floor Plan 1/8" = 1'-0"A4Basement Floor Plan 1 1/2" = 1'-0"A7Wall Types
UPUPUPUPDNUPUPUPUPUPUPUPUPUPUPUPUPUPUPD2A301A3A301DNUPG0040CorridorG0005StairsG02Living Room110110A110B110C10023Bath10024Bath101Library102Commons103E.B. WhilteRoom10410040Corridor105105A105B105CBath106Mail10020Bath102A102C102BD6A301A401A8A402A8A401C5A251E6E3E8E1.10001StairA401C8Infill wall to mach existing thickness, construction, and finishPatch wall to mach existing as required, typicalAABA552E810004East StairAlternate 1Alternate 2: At ALL areas of hardwood flooring in the base scope, provide new subfloor to match thickness of existing subfloorAlternate 3: At ALL areas of hardwood flooring in Alternate 1, provide new subfloor to match thickness of existing subfloor10002Stair10003StairD2A301A3A301DNOpen To Below202202A204204A205206206A20040202B202C204B204C20020Bathroom20921021120043213214215216217218220A220B220C20021Bathroom20045Corridor205A208C208B20001Stair2004120044Corridor20003StairsD6A301A401D520004East StairA402D8208A401E8BAAInfill wall to match existing thickness, construction, and finishC2132142151'-6"CCC20002Stair8"A1B1A1D1Style and rail raise panel doorMatch dimensions of existing doorsD26'-8"2'-9" 5"3'-0"3"5"Vision LightF16'-8" 2"2" 3'-0" 2"1/2"1/2"VARIES1 15/16"1 15/16"WALL CONSTRUCTIONFRAME ANCHORHOLLOW METAL FRAMEDOOR5/8" 2"2" UONTYP @ WALL RETURN 1/8" = 1'-0"A4First Floor PlanWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910A101FIRST ANDSECONDFLOOR PLANSDOORINFORMATION14 March 20181732ajr118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovations - Project 1 - Construction Documents10732 Phi Gamma Delta 1/8" = 1'-0"D4Second Floor PlanSHEET SCHEDULE - DOOR AND FRAMEDOORNUMBERRoom NameFRAME DOORFIRERATINGHARDWAREGROUPREMARKSELEV MAT. ELEV MAT. SIZE GLAZING213 Bedroom F1 HM D1 WD 3'-0" x 6'-8 - - 1214 Bedroom F1 HM D1 WD 3'-0" x 6'-8 - - 1215 Corridor F1 HM D2 HM 3'-0" x 6'-8" FRG-60 60 MIN 2 1/4" = 1'-0"D1Door and Frame Types 3" = 1'-0"F12" Hollow Metal Door Frame
UPUPUPUPUPA3A301301302303303A303B30020Bathroom30041Stair30002Stair30043Corridor305305A305B308309A309309B309C309D30004East Stair300603009IA401F5A402E5WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910A102THIRD FLOORPLAN14 March 20181732ajr118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovations - Project 1 - Construction Documents10732 Phi Gamma Delta 1/8" = 1'-0"D4Third Floor Plan
Slope UpSlope UpPatch to match existingMatch existingMatch existingLanding support, see structural drawingsRoof tie rod, see structural drawingsSlope UpSlope UpRoof Type DFlat ceiling section located to conceal sprinkler line, approximately 1'-6" wideWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910A151REFLECTEDCEILING PLANS14 March 20181732ajr118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovations - Project 1 - Construction Documents10732 Phi Gamma Delta 1/8" = 1'-0"A8Ground Floor Reflected Ceiling Plan 1/8" = 1'-0"D5First Floor Reflected Ceiling Plan 1/8" = 1'-0"D2Second Floor Reflected Ceiling PlanPatch ceiling as requiredthis areaCeiling Notes:All new ceilings are 5/8" gypsum wall board
DNUPUPUPUPUPUPUPUPUPUPUPUPDNUPB4aP1F4G0040CorridorG0005StairsB4aP1F4G02Living Room110110A110B110C10023Bath10024BathB4bP3F4101LibraryB4aP1F4102Commons103E.B. WhilteRoom10410040Corridor105105A105B105CBathP1EXTG106Mail10020Bath102A102CB4aP1F4102BVest.Dining Room Below-P1F5G0003StairWood inlay and borderWood inlay and borderBenchExisting quarry tile to remainReplace hardwood treads, risers, and handrailsHardwood stair (treads/ risers) and handrailsA551A8Alternate 19"A551A6Provide tile base on west wall to match existingB1P1F510003StairOpen To Below20020Bathroom20043CorridorB4aP1F120044Corridor211B1P1F1213Bedroom21520045CorridorB1P1F1214Bedroom209210211A211BG04KitchenG05DishwashingG06Food StorageService CourtG0091StorageG08G0092BathG0090StorageG0060Valve RoomG0020ToiletB1P1F2G0043HallB3P1F3G0042VestibuleG0003StairResilient treads and risersPaint windows and casings P2Slab on grade is damaged and pitted. Provide continuous floor patch, minimum 1/2" thick over floor. Feather at stairs and door to Toilet G0020For tile pattern, see detail/A4A161FINISH KEY:WALLP1Paint color 1P2Paint color 2P3Paint color 3FINISH NOTES:1. ALL NEW WORK TO BE PAINTED.2. ALL WALLS TO BE PAINTED P1 UNLESS OTHERWISE NOTED.3. ALL GYPSUM BOARD CEILINGS TO BE PAINTED P3 UNLESS OTHERWISE NOTED ON REFLECTED CEILING PLAN.4. PAINT CEILINGS IN ALL AREAS WITH WALLS TO BE PAINTED.5. ALL DOORS / FRAMES AND PAINTED WINDOW TRIM / FRAMES SHALL BE PAINTED P2 UNLESS OTHERWISE NOTED.6. ALL WALL BASE TO BE B4A UNLESS OTHERWISE NOTED, SEE DETAIL7. PAINT EXISTING CONSTRUCTION INCLUDING STAIR STRINGERS ADJACENT TO WORK.8. SEE INTERIOR ELEVATIONS FOR ADDITIONAL WALL AND BASE FINISHES, TYPICAL.9. SEE REFLECTED CEILING PLAN FOR ADDITIONAL FINISH INFORMATION, TYPICAL.10. PATTERN NAME, COLOR AND NUMBER FOR EACH MATERIAL ARE GIVEN WHEREVER POSSIBLE ON THE FINISH PLAN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT SO THAT THE CORRECT MATERIAL IS INSTALLED.11. ALL FLOORING MATERIAL AND TRANSITIONS SHALL BE CENTERED UNDER THE DOOR IN THE CLOSED POSITION UNLESS OTHERWISE NOTED.12. MISCELLANEOUS ELECTRICAL PANEL COVERS, GRILLES, ETC. TO BE PAINTED TO MATCH ADJACENT WALL SURFACES.13. ALL WORK IS INTERIOR.FLOORF1Carpet, Modular tileF2Resilient Sheet flooringF3Stone tileF4Hardwood strip floorF5Rubber Tread-Riser and LandingsBASEB1Resilient base B2Not usedB3Stone tile base, 6" highB4aHardwood base, paintedB4bHardwood base to match Library, stained/A2A551B3P1F3G0042VestibuleStart pattern on south wallCL6"6"6"1'-0"6"Centerline of doorExtend tile to stair tread/riserDoor thresholdWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910A161GROUND,FIRST, ANDSECONDFLOOR FINISHPLANS14 March 20181732ajr118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovations - Project 1 - Construction Documents10732 Phi Gamma Delta 1/8" = 1'-0"D4First Floor Finish Plan 1/8" = 1'-0"D1Second Floor Finish Plan 1/8" = 1'-0"A6Ground Floor Finish Plan 1/4" = 1'-0"A4Vestibule G0042 Tile Pattern
INTERIOR ELEVATION NOTES:1. ALL WALLS TO BE PAINTED P1 UNLESS OTHERWISE NOTED.2.REFER TO INTERIOR ELEVATIONS FOR MATERIAL OF BASE AND WALL CABINETS, CABINET DRAWERS, CABINET DOORS, COUNTERTOPS, COUNTERTOP EDGES, SIDESPLASHES AND BACKSPLASHES3.REFER TO FINISH SCHEDULE FOR BASE MATERIALA551C5A551C5F2A551/A4A551Window casing,See detail5'-6"Wall sconceAlign with sconce on east wall6'-0"6'-0"1'-3"Existing radiator20044Corridor102CommonsG0043HallG0042Vestibule2'-4"BDA551C2A551C2C5A551C5A551Gypsum Board finish at edge of floor, typical4'-6"Emergency egress lightWall sconce1'-6"First Floor714' - 0"Second Floor724' - 1 1/2"Ground Floor704' - 5 3/4"Vestibule707' - 4 3/4"Open102CommonsG0042VestibuleG0043HallHardwood handrail this stair, stainedA551F81'-0"1'-0"A551C8SimF2A551Finned Radiation Enclosure see Mechanical DrawingsResilient baseA551C5Window casing, see detail/A4A551Window casing, see detail/A4A5512'-10"5'-6"1'-6"Wall sconceEQ EQ5'-6"6'-0"1'-0"20044CorridorDBF2A5513/4" x 3 1/2" wide Hardwood flatstock casing and hardwood extension jambEQEQ6'-0"Recessed uplight fixtureWall sconce4'-0"CL8".Stone tile baseDoor casing, similar to window casing with additional plinth blocks at bottomDDGround Flr E703' - 0 3/4"1'-0"1'-0"2'-10"A551F8Steel pipe handrailG0045StairG0044CorridorBasement696' - 9 3/4"A551F8Set post in slab on grade in 4" core, minimum 4" depth, fill gap to post with non-shrinking grout1'-0"1'-0"Painted steel handrailRetrofit blocking in wall as required, typ.A6A2512'-10"Ground Floor704' - 5 3/4"Basement696' - 9 3/4"A8A251A551F8Continue slope of handrail until 2'-10" above Ground Floor elevation.Extend horizontal to inside cornerPainted steel handrailRetrofit blocking in wall as required, typ.2'-10".First Floor714' - 0"Living Room709' - 3"102CommonsG0040Corridor1'-0"Replace treads and risers with hardwood, stainedHardwood handrail this stair, stainedG0005Stairs1'-6".A551F82'-10"First Floor714' - 0"Ground Floor704' - 5 3/4"Vestibule707' - 4 3/4"G0043HallG0042VestibuleC2A551First Floor714' - 0"Second Floor724' - 1 1/2"9 Risers4'-9 3/4" V.I.F.9 Risers5'-0 3/4" V.I.F.± 6 3/4"1"11"Gypsum Board on metal framing under stairTransition wood handrail and guardrail using manufactured transitionsResilient treads, risers, and landingHandrail/guardrail beyondB1'-0"Handrail extension1'-0"Ground Floor704' - 5 3/4"Living Room709' - 3"G0040CorridorG01Dining RoomA551F8Hardwood handrail this stair, stainedWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910A251INTERIORELEVATIONS14 March 20181732ajr118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovations - Project 1 - Construction Documents10732 Phi Gamma Delta 1/4" = 1'-0"E3Vestibule G0042 - West 1/4" = 1'-0"E6Vestibule G0042 - North 1/4" = 1'-0"E8Vestibule G0042 - East 1/4" = 1'-0"E1Vestibule G0042 - South 1/4" = 1'-0"A1Stair G0045 - East Elevation 1/4" = 1'-0"A8Stair G0001 - South Elevation 1/4" = 1'-0"A6Stair G0001 - West Elevation 1/4" = 1'-0"A3Stair G0005 - North Elevation 1/4" = 1'-0"C8Stair Vestibule G0042 to Hal G0043 1/4" = 1'-0"C5Center Stair First To Second Floors 1/4" = 1'-0"C3Stair G01 - East
First Floor714' - 0"Second Floor724' - 1 1/2"Third Floor733' - 7 3/4"Ground Floor704' - 5 3/4"Ground Floor704' - 5 3/4"Basement696' - 9 3/4"Vestibule707' - 4 3/4"Living Room709' - 3"D2A301Vestibule Up Lndg719' - 3 3/4"Roof739' - 0"Second Flr NW722' - 9 1/2"Basement bar696' - 0"Third Flr NW732' - 2 3/4"Third Flr SW728' - 8 3/4"Ground Flr F702' - 0"D6A301C8A251First Floor714' - 0"Second Floor724' - 1 1/2"Third Floor733' - 7 3/4"Ground Floor704' - 5 3/4"Basement696' - 9 3/4"Vestibule707' - 4 3/4"A3A301First Floor714' - 0"Second Floor724' - 1 1/2"Third Floor733' - 7 3/4"Ground Floor704' - 5 3/4"Basement696' - 9 3/4"Vestibule707' - 4 3/4"A3A301WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910A301BUILDINGSECTIONS14 March 20181732ajr118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovations - Project 1 - Construction Documents10732 Phi Gamma Delta 1/8" = 1'-0"A3Section East-West For Reference Only 1/8" = 1'-0"D2Section North-South Looking East 1/8" = 1'-0"D6Section North-South Looking West
A1A251G0004East StairG0045Stair/D2A401Modify existing welded steel handrail to reduce the gaps between spindles.See Axonometric ViewG0044CorridorG0063BoilerG01Dining RoomG0040CorridorC3A2511'-0".30°1'-0".1'-0".Hardwood handrail this stair, stainedsimilar to detail /F8A551Modify existing welded steel handrail to reduce the gaps between spindles.See Axonometric View/D2A401East Stair1002520004East Stair/D2A401Modify existing welded steel handrail to reduce the gaps between spindles.See Axonometric View30004Modify existing welded steel handrail to reduce the gaps between spindles.See Axonometric View /D2A401Modify existing handrail system from Third Floor to exit to grade (between Ground and First Floors). Add steel spindles to match existing welded to the handrail and the stringer channel between each existing spindle to reduce the gap between spindles to maximum of 5-3/4". Grind welds to match existing construction.Added spindles illustrated in bold.Paint all stair handrail and stringer components.Existing handrail is approximately 1" diameter bar 32" highExisting spindles are approximately 5/8" diameterApproximately 70 additional spindles are required.Verify all dimensions and quantities in the field.Wall mounted handrail per elevation/A1A251D2A301C5A251V.I.F.Continue guardrail between runs of stairsEnd Guardrail in voluteReturn handrail to guardrailExtend guardrail to wallProvide 1/4" closure plate welded to top of HSS to wallPatch wall to match existing at installed columnD2A301D6A301C5A2513'-8" 6" 3'-8"3'-8"8 Treads at 11"7'-4"8 Treads @ 11"7'-4"215Patch wall to match existing at installed columnLocate wall to clear sprinkler pipingInfilled floorWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910A401ENLARGEDSTAIR PLANSANDAXONOMETRICVIEW14 March 20181732ajr118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovations - Project 1 - Construction Documents10732 Phi Gamma Delta 1/4" = 1'-0"A5Enlarged Plan East Stair - Ground Floor 1/4" = 1'-0"A8Dining Room G01 Stairs 1/4" = 1'-0"C5Enlarged Plan East Stair - First Floor 1/4" = 1'-0"D5Enlarged Plan East Stair - Second Floor 1/4" = 1'-0"F5Enlarged Plan East Stair - Third FloorD2East Stair Axonometric View 1/4" = 1'-0"C8Enlarged Plan Center Stair - First Floor 1/4" = 1'-0"E8Enlaged Plan Center Stair - Second Floor
A3A301Modify existing bolted steel center handrail system to reduce the gaps between rails. See Axonometric view /A4A402G0040CorridorG0005Stairs102CommonsA3A251Continuous painted steel handrail from Level 2 Southwest to Living Room level per detail/F8A551Hardwood handrailA3A301Modify existing bolted steel center handrail system to reduce the gaps between rails. See Axonometric view /A4A40220001Stair205A20041Corridor20043Corridor209Continuous painted steel handrail from Level 2 Southwest to Level 3per detailContinuous painted steel handrail from Level 2 Southwest to Living Room level per detail/F8A551/F8A551A3A301Modify existing bolted steel center handrail system to reduce the gaps between rails. See Axonometric view /A4A40230041Stair303Room30043Corridor30002StairContinuous painted steel handrail from Level 3 to Level 2 Southwest per detail/F8A551Replace plywood panels and caps to match existing at sloped section to provide maximum gap between handrail and guard to prevent a 6" sphere from passing at 5 locations1'-0".View is for illustrative purposes only.Modify existing handrail system from Third Floor to exit at exterior (between First and Second Floors). Add horizontal rails to match existing, bolted to 3x3 posts, parallel to existing rails to provide a maximum gap between rails of 5-3/4". Match flattened ends of rails and remove all sharp edges.Added rails illustrated in bold.Paint all handrail, guardrail and posts to match risers.Existing rails are approximately1-1/2" diameter tubing.See photo above for representative construction.Note: Rails at upper section are bolted through upturned ends to side of post (rather than the face).Provide new cast post caps at all posts.Approximately 14 rails and 8 caps are required.Verify all dimensions and quantities in the field.A6A251G0001StairG0041CorridorG0002StairG05DishwashingG01Dining RoomPainted steel handrailReturn to wallPainted steel handrailReturn to wallMaintain handrail height of 2'-10" above winders treadsA8A251B0060BoilerB0002StairB0040HallB0001StairB0041Painted steel handrail on bracketsReturn handrail to floor at bottom of run, similar to Stair B001A551F8WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910A402ENLARGEDSTAIR PLANSANDAXONOMETRICVIEW14 March 20181732ajr118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovations - Project 1 - Construction Documents10732 Phi Gamma Delta 1/4" = 1'-0"A8P1 NEW - F1 - Callout 2 1/4" = 1'-0"D8P1 NEW - F2 - Callout 1 1/4" = 1'-0"E5P1 NEW - F3 - Callout 1A4West Convenience Stair 1/4" = 1'-0"B2Enlarged Plan Basement Stairs - Ground Floor 1/4" = 1'-0"E2Enlarged Plan Basement Stairs - Basement
Structural channel, see Structural Drawings1/2" Hardwood veneer plywood in 1/4" grooves top and bottomExisting wall construction4 1/4"1'-3"2 1/4"3"CLBlocking as required3/4" Hardwood3/4" Hardwood rail with ogee edge3/4" Hardwood style beyond with fillet ogee on exposed edges, maintain 2 1/4" faceWall type AWall type A1 1/2" Diameter Schedule 40 Steel Handrail unless otherwise indicated.MIN1 1/2".UON2'-10" AFFCast handrail bracket at steel pipe railUse bracket for wood handrail detailed this page at all hardwood handrailsFasten to blockingInstall blocking where requiredNotesHandrail to extend 1'-0" beyond stair nosings or edges of ramp at both the top and bottom or runs minimum unless otherwise indicated.Handrail to return to vertical surface, the ground, or itself.Brackets to be equally spaced per run, maximum 3'-6" O.C.Wall, spindle, post, or nearest projectionReturn handrail to vertical surface, typical1 1/2"1/8"- Plan view -- Section -2'-10" AFF3-6 1/2" AFF or above nosing1-1/2" Round stained hardwood handrail, use manufactured fitting at all changes in direction or elevation1" Steel channel5/8" Square steel bar, welded to channel from concealed side located 4-1/2" O.C.Steel channel welded to stringer, grind all weldsStringer and stair, see structural drawingsFloor finishBent bar handrail bracket, see detail1/2"Gypsum board on underside of stair and landingsMetal framing as required2-1/2" Round hardwood guardrail cap with plowed bottom, stained, miter all changes in direction/F5A551Steel channel welded to existing stringer, grind all weldsExisting stringer and stair to remainFloor finish1'-5" +/- 1 1/8"3/4" Edge glued hardwood3/4" PlywoodCut existing wood frame construction parallel to top of existing stringerPatch / rebuild wall as required for uniform appearanceExisting stringer and stair to remainFloor finishBacker rod and sealantSTAIR G0003STAIR TO HALL G00433/4" x 3" Hardwood apron, return to wall at endsA551C8SimExisting walls or obstructions4 courses Hardwood 2-1/4" T&G flooring1-1/8" Walnut inlayHardwood 2-1/4" T&G flooring field1/4"2 1/4" x 1/2" HardwoodWall1" x 3/8" Hardwood bead3/4" x 3 1/2" Hardwood flat stock casing beyond1 1/4" x 1 3/4 Hardwood cap moulding, return to wall at endsHardwood extension jambs as required1" Hardwood stool, extend to window3/4" x 3" Hardwood apron, return to wall at endsWindowExisting walls or obstructions6 courses Hardwood 2-1/4" T&G flooring1-1/8" Walnut inlayHardwood 2-1/4" T&G flooring fieldHardwood 2-1/4" inlay2-1/2" Round hardwood guardrail cap with plowed bottom, stained, miter all changes in direction1" Steel channel5/8" Square steel bar, welded to channel from concealed side located 4-1/2" O.C.1 1/2" Steel channel welded to stringer, grind all welds2" x 3" x 1/4" HSS, lag bolted to floor framing before channel is welded to topFloor finishGypsum board ceiling per RCPMetal framing as required1'-0"1/4"Abuse resistant gypsum board on face floor edge3'-6 1/2" AFFMIN 4 1/2"2 1/2"1 3/4"Wall or stair guardrail spindle2 3/16"1 1/4"MIN1 1/16"1/4"CLHardwood handrailBent 1/4" x 3/4" plate curved to receive handrailAdjust angle to account for slope of stairsBent 1/2" square wrought iron or steel bar#12 Oval head screwsCLCLFasten plate to handrailCL2 0 °NotesRadius all edges of handrail bracket 1/16"Handrail to extend 1'-0" beyond stair nosings or edges of ramp at both the top and bottom or runs minimum unless otherwise indicated.Handrail to return to vertical surface, the ground, or itself.Brackets to be equally spaced per run, maximum 3'-0" O.C.- Front elevation -- Side elevation -Finished floorContinuous blockingTwo part hardwood baseboard to matchexisting, verify in field± 1"± 8 1/2"WallWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910A551INTERIORDETAILS14 March 20181732ajr118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovations - Project 1 - Construction Documents10732 Phi Gamma Delta 1 1/2" = 1'-0"F2Beam trim 3" = 1'-0"F8Wall Mounted Handrail 1 1/2" = 1'-0"C8Stair Guardrail / Handrail 1 1/2" = 1'-0"C2Dividing stair partition cap 1 1/2" = 1'-0"A8Floor Inlay at Library 3" = 1'-0"A4Window casing 1 1/2" = 1'-0"A6Floor Inlay at Living Room 1 1/2" = 1'-0"C5Guardrail 6" = 1'-0"F5Wood Handrail Bracket 3" = 1'-0"A2Wood Base
101Library102CommonsFireplaceBookcaseBenchBookcaseBookcaseBookcaseLibrary Casework Notes: Repair/modify casework as indicatedRefinish all transparent finish woodwork to match existingRepaint painted beadboard backProvide wall base to match existingA552E2SimA552C5SimA552C1SimA552A6SimA552A1SimA552A3SimA552A7SimA5521SimRemove door and back panelsRebuild bookcase section to match adjacent constructionProvide 3 adjustable wood shelves, shelf standards, and lower operable doorRefinish both library doorsboth sidesRepair/refinish interior wood portions of door, frame, casing, and sidelightRepair all lower cabinet doors and hardware for functional operationWood Base profile to matchWARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910A552LIBRARYCASEWORKREPAIR ANDREFINISHING14 March 20181732ajr118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovations - Project 1 - Construction Documents10732 Phi Gamma Delta 1/4" = 1'-0"E8Library 101 - Enlarged Plan 1/4" = 1'-0"E2Library 101 - East Bookcases 1/4" = 1'-0"C5Library 101 - West Bookcases 1/4" = 1'-0"C1Library 101 - Fireplace 1/4" = 1'-0"A7Library 101 - Interior Doors 1/4" = 1'-0"A6Library 101 - Exterior Door and Bookcase 1/4" = 1'-0"A1Library 101 -Crown moulding 1/4" = 1'-0"A3Library 101 - Lower cabinets and pulls 1/4" = 1'-0"1Library 101 - Wood Base
UPREMOVE SPRINKLERS AND ASSOCIATED PIPING IN DENOTED AREASPR DSPR (E)SPR (E)SPR (E)SPR (E)SPR (E)SPR (E)KitchenG04Food StorageG06BathG0092StorageG0091RoomG08StairG0045East StairG0004LaundryG12Chapter RoomG10BoilerG0063BathG0022CorridorG0044RoomG09HallG0043VestibuleG0042StairG0003ToiletG0020Valve RoomG0060DishwashingG05StairG0002CorridorG0041Dining RoomG01??Living RoomG02StorageG0090SACK & ASSOCIATESConsulting Engineers, PLLC721 E. Genesee StreetSyracuse, NY 13210Tel: 315−471−4013Fax: 315−471−404417086DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910FPD101GROUNDFLOORDEMOLITIONPLAN-FIREPROTECTION14 March 20181732DDD118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovation - Project 1 - Construction Documents10732 Phi Gamma Delta3"SCALE: 1/8" = 1'-0"FPD1011GROUND FLOOR PLAN-REMOVALS
UPUPUPDNUPUPUPUPUPUPUPUPUPUPUPUPSPR D2" SPR2" SPR1 1/2" SPR DEXISTING 2 1/2" RISERREMOVE SPRINKLERS AND ASSOCIATED PIPING IN DENOTED AREASPR (E)SPR (E)SPR DE.B. Whilte Room103Room104Corridor10040Bath10020Mail106Commons102Room102AVest.102BRoom102CLiving RoomG02Dining RoomG01CorridorG0040StairsG0005Stair10001Stair10002Library101StairG0003VestibuleG0042HallG0043Bath10024Bath10023Room110CRoom110BRoom110ARoom110Room105ARoom105BBath105CRoom105Stair1000313'-4"SPR DSPR DREMOVE SPRINKLER HEADSAND ASSOCIATED PIPING IN DENOTED AREAEXISTING 2 1/2" RISERSPR DSPR DSPR DSPR DSPR DSPR (E)Bedroom211Bedroom213Corridor20045Bedroom214Corridor20044Stairs20003VestibuleG0042Bedroom209Bedroom210Bathroom20020Room211BRoom211ACorridor20043Room204Room204ARoom202ARoom202Room202BRoom204BRoom204CRoom202CRoom20040Corridor20041Room205Room205AStair20001Room208BRoom208CRoom206Room206ARoom208SACK & ASSOCIATESConsulting Engineers, PLLC721 E. Genesee StreetSyracuse, NY 13210Tel: 315−471−4013Fax: 315−471−404417086DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910FPD102FIRST ANDSECONDFLOORDEMOLITIONPLANS-FIREPROTECTION14 March 20181732DDD118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovation - Project 1 - Construction Documents10732 Phi Gamma Delta3"SCALE: 1/8" = 1'-0"FPD1021FIRST FLOOR PLAN-REMOVALS3"SCALE: 1/8" = 1'-0"FPD1022SECOND FLOOR PLAN-REMOVALS
ISSUE:DATE:DRAWN BY:CHECKED BY:SCALE:PROJECT NO.SHEET TITLESHEETDRAWING NO.ALTERATION OF THISDOCUMENTEXCEPT BY A LICENSEDDESIGNPROFESSIONAL, IS AVIOLATION OFNEW YORK STATEEDUCATIONAL LAW.OFSACK &ASSOCIATESConsultingEngineers, PLLC721 E. GeneseeStreetSyracuse, NY13210Tel: 315-471-4013Fax: 315-471-4044Enter address hereR:\Revit MEP 2012\Templates\S&A_Mechanical.rte10/5/2011 4:16:29 PMOwnerProject NameSK-M2UnnamedProject NumberAuthorChecker10/05/11MARK DATE DESCRIPTIONFIRE SUPPRESSION SYMBOLSAND ABBREVIATIONSSYMBOLDESCRIPTIONREMOVE TO POINT FOR RECONNECTIONREMOVE TO POINT AND CAPCHECK VALVEBACKFLOW PREVENTERSHUT OFF VALVEFLOW SWITCHTAMPER SWITCHUNIONPIPE BRANCH TAKE-OFF FROM BOTTOMPIPE BRANCH TAKE-OFF FROM TOPPIPE RISEPIPE DROPCONCEALED SPRINKLER HEADSEMI-RECESSED SPRINKLER HEADFIRE PROTECTION PIPINGFSTANDPIPE PIPINGSPSPRINKLER PIPINGSPRFSTSSEMI-RECESSED WITH GUARD SPRINKLER HEADPENDANT SPRINKLER HEADPENDANT WITH GUARD SPRINKLER HEADUPRIGHT SPRINKLER HEADSIDEWALL SPRINKLER HEADUPRIGHT WITH GUARD SPRINKLER HEAD??PLAN DETAILBUILDING SECTIONDETAIL NUMBERSHEET NUMBER WHERE DETAIL IS LOCATEDDETAIL NUMBERSHEET NUMBER WHERE DETAIL IS LOCATEDEXTENT OF DETAILEXTENT OF DETAILA1B1C1D1E1A2B2C2D2E2A3B3C3D3E3A4B4C4D4E4A5B5C5D5E5A6B6C6D6E6DETAIL NUMBERDETAIL SCALEDETAIL NAMEDETAIL NUMBERPLAN SETUPSHEET NUMBER WHERE DETAIL IS LOCATEDCAUTION: THESE DOCUMENTS WERE DIGITALLY PRODUCED AND/OR REPRODUCED. CONFIRM REDUCTION OR MAGNIFICATION USING DIMENSIONAL 3"-LONG LINE IN TITLE BARS. IF SCALING DRAWINGS FOR APPROXIMATE DIMENSIONS, ALTERNATE ARCHITECTURAL SCALES MAY BE USED AS FOLLOWS:DOCUMENT REDUCTION/MAGNIFICATION SCALEIF LINE MEASURES 2” (67% COPY):USE 3/16th SCALE ON 1/8”=1’-0” DWGUSE 3/8th SCALE ON 1/4”=1’-0” DWGIF LINE MEASURES 1.5” (50% COPY):USE 1/16th SCALE ON 1/8”=1’-0” DWGUSE 31/8th SCALE ON 1/4”=1’-0” DWG3"3"??DUCTWORK EXISTING TO REMAIN IN THIS CONTRACT OR ACTIVE PHASE OF CONTRACTDUCTWORK REMOVED IN THIS CONTRACT OR ACTIVE PHASE OF CONTRACTPOINT OF CONNECTION - NEW TO EXISTINGPOINT OF REMOVAL - DEMOLITION TO EXISTINGDEDICATED ELECTRICAL AREA - NO MECHANICAL WORK ALLOWED IN OR ABOVE HIGHLIGHTED AREA UNLESS SPECIFICALLY NOTED OTHERWISEPIPE REMOVED IN THIS CONTRACT OR ACTIVE PHASE OF CONTRACTPIPE EXISTING TO REMAIN IN THIS CONTRACT OR ACTIVE PHASE OF CONTRACTSYS (E)SYSTEM NAME(E) = EXIST TO REMAIN, (D) = EXIST TO BE REMOVEDDUCTWORK PROVIDED IN THIS CONTRACT OR ACTIVE PHASE OF CONTRACTPIPE PROVIDED IN THIS CONTRACT OR ACTIVE PHASE OF CONTRACTSYS (D)SYSSYS (D)SYS(10x6) SYS (E)(10) SYS (E)DEMOLITION KEYED NOTEKEYED NOTESYSTEM PHASING SYMBOLSSACK & ASSOCIATESConsulting Engineers, PLLC721 E. Genesee StreetSyracuse, NY 13210Tel: 315−471−4013Fax: 315−471−404417086DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910FP001DRAWINGINDEX,SYMBOL LIST &SCHEDULES14 March 20181732DDD118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovation - Project 1 - Construction Documents10732 Phi Gamma DeltaFIRE PROTECTION DRAWING INDEXNUMBER NAMEREVISIONS# DATEFP001 DRAWING INDEX, SYMBOL LIST & SCHEDULESFPD101 GROUND FLOOR DEMOLITION PLAN-FIRE PROTECTIONFPD102 FIRST AND SECOND FLOOR DEMOLITION PLANS-FIREPROTECTIONFP101 PARTIAL GROUND FLOOR PLAN-FIRE PROTECTIONFP102 FIRST AND SECOND FLOOR PLANS-FIRE PROTECTIONALTERATION OF THIS DOCUMENT EXCEPT BYA LICENSED PROFESSIONAL, IS A VIOLATIONOF NEW YORK STATE EDUCATIONAL LAW.ALL SYMBOLS SHOWN ARE NOTNECESSARILY USED.FIRE PROTECTION GENERAL NOTES1. PROVIDE SPRINKLER PROTECTION IN ACCORDANCE WITH NFPA 13 AND FM GLOBAL. FAILURE OF FIRE PROTECTION SYSTEM TO MEET REQUIREMENTS OF AUTHORITY HAVING JURISDICTION SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE OWNER.2. PROVIDE ACCESSIBLE CAP AND VALVE AT THE END OF EACH MAIN, CROSS MAIN AND BRANCH LINE FOR FLUSHING. 3. COORDINATE SPRINKLER HEADS WITH LIGHTS, DIFFUSERS AND MISC. ELECTRICAL EQUIPMENT.4. SLEEVE AND SEAL ALL FLOOR AND WALL PENETRATIONS. PROVIDE FIRE STOPPING FOR ALL PENETRATIONS.5. INSTALL NEW PIPING WITHIN NEW OR EXISTING WALLS. ALL NEW PIPING SHALL NOT BE EXPOSED. COORDINATE WITH GC TO PROVIDE SOFFITS WHERE THIS CANNOT BE ACCOMPLISHED.
UPUPUPSPR (E)2 1/2" SPR (E)4" SPR (E)1 1/2" SPR (E)SPR (E)SPR (E)EXISTING2 1/2" RISERCONNECT 1"SPR TO EXISTINGKitchenG04Food StorageG06BathG0092StorageG0091RoomG08CorridorG0044East StairG0004BoilerG0063LaundryG12Chapter RoomG10RoomG09Dining RoomG01DishwashingG05CorridorG0041VestibuleG0042HallG0043StorageG0090BathG0022StairG0045Valve RoomG0060ToiletG0020StairG0003StairG0002Living RoomG02StairG0001StairG0001CorridorG0040SACK & ASSOCIATESConsulting Engineers, PLLC721 E. Genesee StreetSyracuse, NY 13210Tel: 315−471−4013Fax: 315−471−404417086DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910FP101PARTIALGROUNDFLOORPLAN-FIREPROTECTION14 March 20181732DDD118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovation - Project 1 - Construction Documents10732 Phi Gamma Delta3"SCALE: 1/8" = 1'-0"FP1011PARTIAL GROUND FLOOR PLAN
DNUPUPUPUPUP1" SPR2" SPREXISTING 2" RISERCONNECT 1 1/4"SPR TO EXISTING1" SPR (E)CONNECT 1 1/2"SPR TO EXISTINGSIDEWALL SPRINKLER BELOW STAIR LANDING1 1/4" SPRE.B. Whilte Room103Room104Vest.102BRoom102ARoom102CCommons102Library101VestibuleG0042Bath10020Mail106Room105BRoom105ARoom105Bath105CCorridor10040Bath10024Bath10023Room110Room110ARoom110BRoom110CLiving RoomG02StairsG0005Stair10001Stair10002Dining RoomG01CorridorG00401" SPR1 1/4" SPREXISTING 2 1/2" RISER CONNECT 1"SPR TO EXISTINGCONNECT 1 1/4"SPR TO EXISTINGSPR (E)1 1/2" SPRSPR1 1/4" SPRCONNECT 2"SPR TO EXISTINGCONNECT 1 1/2"SPR TO EXISTING RISERCONNECT 1 1/4"SPR TO EXISTINGLOCATE PIPE IN WALLBedroom213Bedroom211Bedroom215Corridor20045Bedroom214Corridor20044Bedroom210VestibuleG0042Stairs20003Bedroom216Bedroom217Bathroom20021Suite218Bedroom220ABedroom220BBedroom220CEast Stair20004Bathroom20020Room211BRoom211ACorridor20043Bedroom209Room204Room204ARoom202ARoom202Room202BRoom204BRoom204CRoom202CRoom20040Corridor20041Room205ARoom205Room206Room206ARoom208CRoom208BRoom208Stair20002Stair20001SACK & ASSOCIATESConsulting Engineers, PLLC721 E. Genesee StreetSyracuse, NY 13210Tel: 315−471−4013Fax: 315−471−404417086DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910FP102FIRST ANDSECONDFLOORPLANS-FIREPROTECTION14 March 20181732DDD118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovation - Project 1 - Construction Documents10732 Phi Gamma Delta3"SCALE: 1/8" = 1'-0"FP1021FIRST FLOOR PLAN3"SCALE: 1/8" = 1'-0"FP1022SECOND FLOOR PLAN
UPUPUPUPUPUPUPUPUPDISCONNECT & REMOVE EXISTING STEAM & CONDENSATE PIPING & HANGERSDISCONNECT & REMOVE EXISTING STEAM & CONDENSATE PIPING & HANGERS DISCONNECT & REMOVE EXISTING CAST IRON STEAM RADIATOR, PIPING AND ACCESSORIES INCLUDING STEAM TRAP SACK & ASSOCIATESConsulting Engineers, PLLC721 E. Genesee StreetSyracuse, NY 13210Tel: 315−471−4013Fax: 315−471−404417086DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910MD100GROUNDFLOORDEMOLITIONPLAN - HVAC14 March 20181732TAM118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovation - Project 1 - Construction Documents10732 Phi Gamma Delta3"SCALE: 1/8" = 1'-0"MD1001Ground Floor Demo
UPUPUPDNUPUPUPUPUPUPUPUPUPUPUPUPDISCONNECT & REMOVE EXISTING CAST IRON STEAM RADIATOR, PIPING AND ACCESSORIES INCLUDING STEAM TRAP. CAP PIPING AT MAINS. EXISTING CAST IRON STEAM RADIATOR TO REMAIN.DISCONNECT & REMOVE EXISTING CAST IRON STEAM RADIATOR, PIPING AND ACCESSORIES INCLUDING STEAM TRAP. CAP PIPING AT MAINS. SACK & ASSOCIATESConsulting Engineers, PLLC721 E. Genesee StreetSyracuse, NY 13210Tel: 315−471−4013Fax: 315−471−404417086DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910MD101FIRST ANDSECONDFLOORDEMOLITIONPLANS - HVAC14 March 20181732TAM118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovation - Project 1 - Construction Documents10732 Phi Gamma Delta3"SCALE: 1/8" = 1'-0"MD1011First Floor Demo3"SCALE: 1/8" = 1'-0"MD1012Second Floor Demo
ISSUE:DATE:DRAWN BY:CHECKED BY:SCALE:PROJECT NO.SHEET TITLESHEETDRAWING NO.ALTERATION OF THISDOCUMENTEXCEPT BY A LICENSEDDESIGNPROFESSIONAL, IS AVIOLATION OFNEW YORK STATEEDUCATIONAL LAW.OFSACK &ASSOCIATESConsultingEngineers, PLLC721 E. GeneseeStreetSyracuse, NY13210Tel: 315-471-4013Fax: 315-471-4044Enter address hereR:\Revit MEP 2012\Templates\S&A_Mechanical.rte10/5/2011 4:16:29 PMOwnerProject NameSK-M2UnnamedProject NumberAuthorChecker10/05/11MARK DATE DESCRIPTIONDUCTWORK EXISTING TO REMAIN IN THIS CONTRACT OR ACTIVE PHASE OF CONTRACTDUCTWORK REMOVED IN THIS CONTRACT OR ACTIVE PHASE OF CONTRACTPOINT OF CONNECTION -NEW TO EXISTINGPOINT OF REMOVAL -DEMOLITION TO EXISTINGDEDICATED ELECTRICAL AREA -NO MECHANICAL WORK ALLOWED IN OR ABOVE HIGHLIGHTED AREA UNLESS SPECIFICALLY NOTED OTHERWISEPIPE REMOVED IN THIS CONTRACT OR ACTIVE PHASE OF CONTRACTPIPE EXISTING TO REMAIN IN THIS CONTRACT OR ACTIVE PHASE OF CONTRACTSYS (E)SYSTEM NAME(E) = EXIST TO REMAIN, (D) = EXIST TO BE REMOVEDDUCTWORK PROVIDED IN THIS CONTRACT OR ACTIVE PHASE OF CONTRACTPIPE PROVIDED IN THIS CONTRACT OR ACTIVE PHASE OF CONTRACTSYS (D)SYSSYS (D)SYS(10x6) SYS (E)(10) SYS (E)DEMOLITION KEYED NOTEKEYED NOTESYSTEM PHASING SYMBOLS??PLAN DETAILBUILDING SECTIONDETAIL NUMBERSHEET NUMBER WHERE DETAIL IS LOCATEDDETAIL NUMBERSHEET NUMBER WHERE DETAIL IS LOCATEDEXTENT OF DETAILEXTENT OF DETAILA1B1C1D1E1A2B2C2D2E2A3B3C3D3E3A4B4C4D4E4A5B5C5D5E5A6B6C6D6E6DETAIL NUMBERDETAIL SCALEDETAIL NAMEDETAIL NUMBERPLAN SETUPSHEET NUMBER WHERE DETAIL IS LOCATEDCAUTION: THESE DOCUMENTS WERE DIGITALLY PRODUCED AND/OR REPRODUCED. CONFIRM REDUCTION OR MAGNIFICATION USING DIMENSIONAL 3"-LONG LINE IN TITLE BARS. IF SCALING DRAWINGS FOR APPROXIMATE DIMENSIONS, ALTERNATE ARCHITECTURAL SCALES MAY BE USED AS FOLLOWS:DOCUMENT REDUCTION/MAGNIFICATION SCALEIF LINE MEASURES 2” (67% COPY):USE 3/16th SCALE ON 1/8”=1’-0” DWGUSE 3/8th SCALE ON 1/4”=1’-0” DWGIF LINE MEASURES 1.5” (50% COPY):USE 1/16th SCALE ON 1/8”=1’-0” DWGUSE 31/8th SCALE ON 1/4”=1’-0” DWG3"3"??LPRLPSA. PROVIDE HINGED FRONT COVER OR ACCESS DOORS AS REQUIRED FOR ACCESS TO MANUAL VENT, STRAINER, TRAP, AND SHUT-OFF VALVES AND AS OTHERWISE REQUIRED.[X] SELF-CONTAINED CONTROL VALVE WITH SENSING BULB MOUNTED BELOW ELEMENT AND OPERATOR MOUNTED AS NOTED ON PLANS.[ ] MODULATING CONTROL VALVETHERMOSTATIC TRAP WITH UNION BOOTNOTES:FINNED RADIATIONENCLOSURECONTROL VALVESHUTOFF VALVE (TYP)KEYED NOTES:11SACK & ASSOCIATESConsulting Engineers, PLLC721 E. Genesee StreetSyracuse, NY 13210Tel: 315−471−4013Fax: 315−471−404417086DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910M001DRAWINGINDEX,SYMBOL LIST &SCHEDULES14 March 20181732TAM118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovation - Project 1 - Construction Documents10732 Phi Gamma DeltaMECHANICAL DRAWING INDEXNUMBER NAMEREVISIONS# DATEM001 DRAWING INDEX, SYMBOL LIST & SCHEDULESM100 GROUND FLOOR PLAN - HVACM101 FIRST AND SECOND FLOOR PLANS - HVACMD100 GROUND FLOOR DEMOLITION PLAN - HVACMD101 FIRST AND SECOND FLOOR DEMOLITION PLANS - HVACHVAC PIPE SYSTEM ABBREVIATIONSABBREV. DESCRIPTIONLPR LOW PRESSURE STEAM RETURNLPS LOW PRESSURE STEAM SUPPLYALTERATION OF THIS DOCUMENT EXCEPT BYA LICENSED PROFESSIONAL, IS A VIOLATIONOF NEW YORK STATE EDUCATIONAL LAW.ALL SYMBOLS SHOWN ARE NOTNECESSARILY USED.SCALE: NOT TO SCALEM0012Finned Radiation Piping-SteamSTEAM FINNED TUBE RADIATION SCHEDULEMARK BTU/LF PSI ELEMENTENCLOSURE MOUNTINGMANUFACTURER MODEL REMARKSTYPE DEPTH (IN) HEIGHT (IN)ARRANGEMENT BOTTOM AFF (IN)FTR-A 2000 1.04-1/4" X 4-1/4"STEELWALL 5-3/8" 24" 3 ROWS 4" RITTLING 1-1/4S - 4-1/4 X 4-1/4 - 48 FR5 ENCLOSURE
UPDining RoomG01Living RoomG02CorridorG0041KitchenG04DishwashingG05Food StorageG06StorageG0091RoomG08RoomG09Chapter RoomG10BoilerG0063LaundryG12BathG0092StorageG0090BathG0022East StairG0004StairG0045Valve RoomG0060ToiletG0020HallG0043StairG0001StairG0002CorridorG0040VestibuleG0042StairG0003CONNECT TO EXST. 3" LPS PIPECONNECT TO EXST. 1-1/4" LPR PIPE. CONNECT TO EXST. 1-1/4" LPS PIPE. CONNECT TO EXST. 3/4" LPR PIPE. STEAM RADIATION FTR-A WITH 7'-0" ELEMENTS & WALL TO WALL ENCLOSURE. PIPE ACCORDING TO DETAIL.SACK & ASSOCIATESConsulting Engineers, PLLC721 E. Genesee StreetSyracuse, NY 13210Tel: 315−471−4013Fax: 315−471−404417086DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910M100GROUNDFLOOR PLAN -HVAC14 March 20181732TAM118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovation - Project 1 - Construction Documents10732 Phi Gamma Delta3"SCALE: 1/8" = 1'-0"M1001Ground Floor - NEWNOTES:1. PAINT ALL NEW PIPING AND EXISTING TO REMAIN PIPING IN WORK AREAS AS SPECIFIED.
UPUPUPUPDNUPUPUPUPUPUPUPUPUPUPUPUPUPUPLiving RoomG02CorridorG0040StairsG0005Room110Room110ARoom110BRoom110CBath10023Bath10024Library101Commons102E.B. Whilte Room103Room104Corridor10040Room105Room105ARoom105BBath105CMail10020Bath10020AVestibuleG0042StairG0003Room102ARoom102CVest.102BDining RoomG01Stair20001Stair10001East Stair10025Stair10002Stair10003Room202Room202ARoom204Room204ARoom205Room206Room206ARoom208Room20040Room202BRoom202CRoom204BRoom204CBathroom20020Bedroom209Bedroom210Bedroom211Corridor20043Bedroom213Bedroom214Bedroom215Bedroom216Bedroom217Suite218Bedroom220ABedroom220BBedroom220CBathroom20021Corridor20045Room205ARoom208CRoom208BStair20001Corridor20041Corridor20044Stairs20003VestibuleG0042East Stair20004Room211ARoom211BStair20002SACK & ASSOCIATESConsulting Engineers, PLLC721 E. Genesee StreetSyracuse, NY 13210Tel: 315−471−4013Fax: 315−471−404417086DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910M101FIRST ANDSECONDFLOOR PLANS -HVAC14 March 20181732TAM118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovation - Project 1 - Construction Documents10732 Phi Gamma Delta3"SCALE: 1/8" = 1'-0"M1011First Floor - NEW3"SCALE: 1/8" = 1'-0"M1012Second Floor - NEWNOTES:1. PAINT ALL NEW PIPING AND EXISTING TO REMAIN PIPING IN WORK AREAS AS SPECIFIED.NOTES:1. PAINT ALL NEW PIPING AND EXISTING TO REMAIN PIPING IN WORK AREAS AS SPECIFIED.
UPUPUPUPUPUPUPUPUPDEMOLITION NOTESA.B.C.D.E.F.KEYED DEMOLITION NOTESEXISTING NYSEG ELECTRIC SERVICE METER (120/240V, 1 PH, 200A) AT NORTH EXTERIOR WALL. COORDINATE REMOVAL/REPLACEMENT OF METER AND SERVICE ENTRANCE CONDUCTORS. MINIMIZE DURATION OF ELECTRICAL SERVICE INTERRUPTION.REMOVE EXISTING SERVICE DISCONNECT - 100A/2P THAT FEEDS EXISTING KITCHEN PANEL.REMOVE/REPLACE EXISTING SERVICE DISCONNECT - 30A/1P THAT FEEDS EXISTING EXIT LIGHT CIRCUIT.REMOVE EXISTING SERVICE DISCONNECT - 100A/2P THAT FEEDS ADJACENT PANEL PPB-1.EXISTING PANEL PP-1 SHALL REMAIN.EXISTING FIRE ALARM CONTROL PANEL SHALL REMAIN.REMOVE EXISTING LIGHT FIXTURES, EXIT/EMERGENCY LIGHTS, SWITCHES, RECEPTACLES, CIRCUIT WIRING AND SURFACE RACEWAY WITHIN DESIGNATED DEMOLITION AREAS.PROVIDE TEMPORARY REMOVAL OF EXISTING FIRE ALARM DEVICES AND WIRING IN DESIGNATED DEMOLITION AREAS AS REQUIRED FOR NEW WALL AND CEILING FINISHES. REMOVE EXISTING SURFACE RACEWAY. PROVIDE CONCEALED CONDUITS.VERIFY LOCATIONS AND SCHEDULE OF REMOVAL WORK IN PROJECT AREA PRIOR TO STARTING WORK. PROVIDE ALL REQUIRED WIRING AND TEMPORARY CONNECTIONS NECESSARY TO MAINTAIN CONTINUITY OF SERVICES DURING ALL STAGES OF WORK.MAINTAIN ELECTRICAL CONTINUITY OF EXISTING ELECTRICAL EQUIPMENT, OUTLETS AND DEVICES THAT ARE TO REMAIN.DISCONNECT AND REMOVE EXISTING ELECTRICAL DEVICES IN WALLS TO BE REMOVED. REMOVE ALL ASSOCIATED CIRCUITING AND RACEWAY. CONTRACTOR SHALL VERIFY EXACT QUANTITIES IN THE FIELD.DISCONNECT, REMOVE AND RELOCATE EXISTING FIRE ALARM DEVICES. PROVIDE TEMPORARY HEAT DETECTORS IN RENOVATION AREAS. COORDINATE WITH CORNELL EHS.DISCONNECT, REMOVE AND REPLACE EXISTING LIGHT FIXTURE, SWITCHES, OCCUPANCY SENSORS AND EXIT LIGHTS. EXISTING LIGHTING CIRCUITS SHALL REMAIN FOR RE-USE.PROVIDE PATCHING IN ACCORDANCE WITH DIVISION 1 SPECIFICATION. COORDINATE PATCHING WORK WITH GENERAL CONTRACTOR AND ARCHITECTURAL DOCUMENTS.EXISTING VOICE/DATA NETWORK CABLING, JACKS, PLATES AND CIELING-MOUNTED WIRELESS ACCESS POINTS SHALL BE REMOVED AND PROTECTED FOR RE-USE.G.ED1ED2ED3ED4ED5ED6ED7ED8ED2ED3ED4ED5ED6ED7ED8ED7ED8EXISTINGELECTRIC SERVICE METERED1PANEL PPB-1FACPDining RoomG01Living RoomG02CorridorG0041KitchenG04DishwashingG05Food StorageG06StorageG0091RoomG08RoomG09Chapter RoomG10BoilerG0063LaundryG12BathG0092StorageG0090BathG0022East StairG0004StairG0045Valve RoomG0060ToiletG0020HallG0043StairG0001StairG0002CorridorG0040VestibuleG0042StairG0003CorridorG0044MDP100A2P30A1P100A1PPANELPPB-1ED5ED4ED3ED2ED1120/240V, 1 PH, 200ASACK & ASSOCIATESConsulting Engineers, PLLC721 E. Genesee StreetSyracuse, NY 13210Tel: 315−471−4013Fax: 315−471−404417086DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910ED100GROUNDFLOORDEMOLITIONPLAN -ELECTRICAL14 March 20181732RCM118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovation - Project 1 - Construction Documents10732 Phi Gamma Delta3"SCALE: 1/8" = 1'-0"ED1001GROUND FLOOR DEMOLITION PLAN - ELECTRICALSCALE: NOT TO SCALEED1002EXISTING ONE-LINE DIAGRAM
UPUPUPDNUPUPUPUPUPUPUPUPUPUPUPUPKEYED DEMOLITION NOTESEXISTING NYSEG ELECTRIC SERVICE METER (120/240V, 1 PH, 200A) AT NORTH EXTERIOR WALL. COORDINATE REMOVAL/REPLACEMENT OF METER AND SERVICE ENTRANCE CONDUCTORS.REMOVE EXISTING SERVICE DISCONNECT - 100A/2P THAT FEEDS EXISTING KITCHEN PANEL.REMOVE/REPLACE EXISTING SERVICE DISCONNECT - 30A/1P THAT FEEDS EXISTING EXIT LIGHT CIRCUIT.REMOVE EXISTING SERVICE DISCONNECT - 100A/2P THAT FEEDS ADJACENT PANEL PPB-1.EXISTING PANEL PP-1 SHALL REMAIN.EXISTING FIRE ALARM CONTROL PANEL SHALL REMAIN.REMOVE EXISTING LIGHT FIXTURES, CIRCUIT WIRING AND SURFACE RACEWAY WITHIN DESIGNATED DEMOLITION AREAS.PROVIDE TEMPORARY REMOVAL OF EXISTING FIRE ALARM DEVICES AND WIRING IN DESIGNATED DEMOLITION AREAS AS REQUIRED FOR NEW WALL AND CEILING FINISHES. REMOVE EXISTING SURFACE RACEWAY. PROVIDE CONCEALED CONDUITS.DISCONNECT, REMOVE AND RELOCATE DOOR HOLD OPEN DEVICE AND SMOKE DETECTOR.REMOVE AND RELOCATE EXISTING LIGHT SWITCH.ED1ED2ED3ED4ED5ED6ED7ED8ED9ED10ED7ED8ED7ED8Dining RoomG01Living RoomG02HallG0043CorridorG0040StairsG0005Room110Room110ARoom110BRoom110CBath10023Bath10024Library101Commons102E.B. Whilte Room103Room104Corridor10040Room105ARoom105BBath105CMail10020Bath10020AVestibuleG0042StairG0003Room102ARoom102CVest.102BStair10001East Stair10025Stair10002Stair10003202A204A20420040202205206206A208209210211213215220C220B220A2182172162004520021200042004320044214ED7ED8ED10ED9ED7ED8SACK & ASSOCIATESConsulting Engineers, PLLC721 E. Genesee StreetSyracuse, NY 13210Tel: 315−471−4013Fax: 315−471−404417086DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910ED101FIRST ANDSECONDFLOORDEMOLITIONPLANS -ELECTRICAL14 March 20181732RCM118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovation - Project 1 - Construction Documents10732 Phi Gamma Delta3"SCALE: 1/8" = 1'-0"ED1011FIRST FLOOR DEMOLITION PLAN - ELECTRICAL3"SCALE: 1/8" = 1'-0"ED1012SECOND FLOOR DEMOLITION PLAN - ELECTRICAL
ISSUE:DATE:DRAWN BY:CHECKED BY:SCALE:PROJECT NO.SHEET TITLESHEETDRAWING NO.ALTERATION OF THISDOCUMENTEXCEPT BY A LICENSEDDESIGNPROFESSIONAL, IS AVIOLATION OFNEW YORK STATEEDUCATIONAL LAW.OFSACK &ASSOCIATESConsultingEngineers, PLLC721 E. GeneseeStreetSyracuse, NY13210Tel: 315-471-4013Fax: 315-471-4044Enter address hereR:\Revit MEP 2012\Templates\S&A_Mechanical.rte10/5/2011 4:16:29 PMOwnerProject NameSK-M2UnnamedProject NumberAuthorChecker10/05/11MARK DATE DESCRIPTION??PLAN DETAILBUILDING SECTIONDETAIL NUMBERSHEET NUMBER WHERE DETAIL IS LOCATEDDETAIL NUMBERSHEET NUMBER WHERE DETAIL IS LOCATEDEXTENT OF DETAILEXTENT OF DETAILA1B1C1D1E1A2B2C2D2E2A3B3C3D3E3A4B4C4D4E4A5B5C5D5E5A6B6C6D6E6DETAIL NUMBERDETAIL SCALEDETAIL NAMEDETAIL NUMBERPLAN SETUPSHEET NUMBER WHERE DETAIL IS LOCATEDCAUTION: THESE DOCUMENTS WERE DIGITALLY PRODUCED AND/OR REPRODUCED. CONFIRM REDUCTION OR MAGNIFICATION USING DIMENSIONAL 3"-LONG LINE IN TITLE BARS. IF SCALING DRAWINGS FOR APPROXIMATE DIMENSIONS, ALTERNATE ARCHITECTURAL SCALES MAY BE USED AS FOLLOWS:DOCUMENT REDUCTION/MAGNIFICATION SCALEIF LINE MEASURES 2” (67% COPY):USE 3/16th SCALE ON 1/8”=1’-0” DWGUSE 3/8th SCALE ON 1/4”=1’-0” DWGIF LINE MEASURES 1.5” (50% COPY):USE 1/16th SCALE ON 1/8”=1’-0” DWGUSE 31/8th SCALE ON 1/4”=1’-0” DWG3"3"??HP-012CEMTCKTVFCAFFACGNFWPEMGFCONNECT TO EMERGENCY CIRCUITGROUND FAULT INTERUPT DEVICEWEATHERPROOFNON-FUSEDGROUNDCIRCUITABOVE FINISHED FLOORVARIABLE FREQUENCY CONTROLLERABOVE COUNTER - 6"ABOVE COUNTERTOP OR BACKSPLASHELECTRIC METALLIC TUBINGCONDUITEWC ELECTRIC WATER COOLERCPS CAMERA POWER SUPPLY13aSSSSABOVE GRADEAGWIRE GUARDWGNIGHT LIGHTNLAT UNITAUOS1XPANELBOARD - SURFACE MOUNTEDBRANCH CIRCUIT HOMERUN: 2 #12, 1 #12G, 1/2"C TO PANELBOARD CIRCUIT NUMBER AS INDICATED UNLESS OTHERWISE NOTED.B1 / 12 = PANEL NAME / CIRCUIT NUMBERDESCRIPTIONSYMBOLABBREVIATIONSWALL MOUNTED OCCUPANCY SENSOR, 1 = TYPE, REFER TOSPECIFICATIONS.WALL SWITCH, 3 = THREEWAY, a = FOR LIGHTING FIXTUREMARKED SAME.WALL SWITCHES GANGED ON ONE PLATE, LOCATED BY DOT.LED LIGHT FIXTURE, EXIT SIGN LIGHT WITH BATTERY BACK-UP BATTERY AND CONNECTION TO EMERGENCY POWER. COORDINATE TYPE AND MOUNTING. PROVIDE ARROWS WHERE INDICATED. SYMBOLGENERAL SYMBOLSREFERS TO KEYED NOTE ON RESPECTIVE DRAWINGDESCRIPTIONDESCRIPTIONSYMBOLLIGHTING SYMBOLSDESCRIPTIONCOMBINATION MAGNETIC STARTERFUSED DISCONNECT SWITCHNON-FUSED DISCONNECT SWITCHSYMBOLSECONDARY SERVICE SYMBOLSPANELBOARD - RECESSED MOUNTEDMOTOR CONNECTION. EQUIPMENT AND CIRCUITRY AS INDICATED ON PLANS AND KEYED TO POWER OUTLET SCHEDULE OR AS OTHERWISE NOTED.DLED LIGHT FIXTURE, SUBSCRIPT D = FIXTURE TYPE, REFER TOSPECIFICATIONS AND LIGHT FIXTURE SCHEDULE.SCOFFFFIRE ALARM SYSTEM ANNUNCIATORSYMBOLFIRE ALARM SYSTEM CONTROL PANEL.(F.A.C.P.).FIRE ALARM SYMBOLSDESCRIPTIONFIRE ALARM SYSTEM THERMAL DETECTORFIRE ALARM SYSTEM MANUAL PULL STATION.FIRE ALARM SYSTEM SMOKE DETECTOR.FIRE ALARM SYSTEM COMBINATION VISUAL AND AUDIBLEINDICATING DEVICE, WALL MOUNTED. STROBE INTENSITY 75CANDELAS, UNLESS INDICATED OTHERWISE. SUBSCRIPTS:WP - WEATHERPROOF, WG - WIREGUARDFIRE ALARM SYSTEM VISUAL (ONLY) INDICATING APPLIANCE,INTENSITY 75 CANDELA UNLESS INDICATED OTHERWISE.FACPCARBON MONOXIDE DETECTOR, CEILING MOUNTED, CARBON MONOXIDE DETECTOR HARDWIRED TO FIRE ALARM SYSTEM.FAAWPDUPLEX RECEPTACLE OUTLET, WALL MOUNTED / ABOVE COUNTER MOUNTEDACG.F.C.I. DUPLEX RECEPTACLE OUTLET, WALL MOUNTED / ABOVE COUNTER MOUNTEDGF/ACGFDOUBLE DUPLEX RECEPTACLE OUTLET, WALL MOUNTED / ABOVE COUNTER MOUNTEDACWEATHERPROOF DUPLEX RECEPTACLE OUTLETWPFLUSH FLOOR MOUNTED DUPLEX RECEPTACLE OUTLETISOLATED GROUND DUPLEX RECEPTACLE OUTLETIGSPECIAL PURPOSE RECEPTACLE OUTLET, NEMA CONFIGURATION TO MATCH PLUGBRANCH CIRCUITRY: 2 #12, 1 #12G, 1/2"C UNLESS OTHERWISE NOTEDB1/12JJUNCTION BOXEMERGENCY LIGHT FIXTURE, 90 MINUTE BATTERY BACK-UP.FFIRE ALARM SYSTEM COMBINATION VISUAL AND AUDIBLEINDICATING DEVICE, WALL MOUNTED. STROBE INTENSITY 75CANDELAS, UNLESS INDICATED OTHERWISE. SUBSCRIPTS:WP - WEATHERPROOF, WG - WIREGUARDFIRE ALARM SYSTEM VISUAL (ONLY) INDICATING APPLIANCE,INTENSITY 75 CANDELA UNLESS INDICATED OTHERWISE.FDUPLEX RECEPTACLE OUTLET WITH TWO (2) INTEGRAL USB CHARGING JACKS, WALL MOUNTED MULTI-SWITCH/DIMMER, KEYPAD LIGHTING CONTROLDEVICE SYMBOLSDESCRIPTIONSYMBOLALED LIGHT FIXTURE, SUBSCRIPT A = FIXTURE TYPE, REFER TOSPECIFICATIONS AND LIGHT FIXTURE SCHEDULE.4 PORT (QUAD) USB CHARGER OUTLET TYPE A4 DUAL CHANNEL SURFACE RACEWAYAREFERS TO KEYED DEMOLITION NOTE ON RESPECTIVE DRAWINGR/R REMOVE & REINSTALLEXISTING TO REMAINE/RLED LIGHT FIXTURE. SUBSCRIPT A = FIXTURE TYPE, REFER TO SPECIFICATIONS AND LIGHT FIXTURE SCHEDULE.ACIRCUIT BREAKER DISCONNECT SWITCHNOTES: LUMINAIRE SCHEDULE1.PROVIDE 2 SPARE TYPE S FIXTURES IN ADDITION TO FIXTURES INDICATED ON PLANS.SACK & ASSOCIATESConsulting Engineers, PLLC721 E. Genesee StreetSyracuse, NY 13210Tel: 315−471−4013Fax: 315−471−404417086DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910E001COVER SHEET14 March 20181732RCM118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovation - Project 1 - Construction Documents10732 Phi Gamma DeltaELECTRICAL DRAWING INDEXNUMBER NAMEREVISIONS# DATEE001 COVER SHEETE002 PARTIAL SITE PLAN & ONE LINE DIAGRAMED100 GROUND FLOOR DEMOLITION PLAN - ELECTRICALED101 FIRST AND SECOND FLOOR DEMOLITION PLANS - ELECTRICALE100 GROUND FLOOR PLAN - ELECTRICALE101 FIRST AND SECOND FLOOR PLANS - ELECTRICALALTERATION OF THIS DOCUMENT EXCEPT BYA LICENSED PROFESSIONAL, IS A VIOLATIONOF NEW YORK STATE EDUCATIONAL LAW.ALL SYMBOLS SHOWN ARE NOTNECESSARILY USED.LUMINAIRE SCHEDULE - LEDTYPE LUMINAIRE DESCRIPTION LUMENS WATTAGE CRICOLORTEMPERATUREVOLTAGEDRIVER(S)ACCEPTABLE MANUFACTURERS MODEL MOUNTING NOTESTYPE QTYR LED, 18IN X 32IN RECESSED LIGHT FIXTURE 1640 22 W 80 3000 120 V STANDARD 0 - 10 V DIMMING ELP, HITW LED SERIES 222W1-HITW-8X29-LED35K RECESSEDS LED, 9.5IN X 13IN WALL SCONCE 790 15 W 90 3000 120 V STANDARD 0 - 10 V DIMMING KICHLER 10620NILED WALL 1X LED, WALL AND CEILING MOUNTED EMERGENCY EXIT SIGNS 5 W 120 V EXITRONIX VLEDC-51-WH-G2 WALL/CEILINGY LED, EMERGENCY EGRESS LIGHT 2 W 120 V EXITRONIX LED-52-WH-G2 WALL
GEC.O.C.O.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.ELEVATEDPATIOWALLWALLWALLETEWINDOWWELLWINDOWWELLWINDOWWELLCONCRETEWALLHOUSENo.118ROXIMATE EDGE OFDSCONANDCHIMNEY705.88703.45703.00703.01702.52702.51702.97706.73708.27703.02702.56702.62702.87702.81703.26703.48703.00703.05702.94703.48702.52701.64703.40703.53704.72703.50703.46701.57701.16701.28703.45703.51701.38701.39695.55695.50696.06701.38701.27701.10703.51703.44700.86701.3101.0800.61701.2000 71701.74702.09703.52701.63703.03703.19703.78704.18704.26704.16705.13703.52703.52703.51704.95705.16707.42708.26707.33707.89707.41613.62613.32618.36620.22622.79620.56620.04708.84709.36709.74709.55709.32709.20708.32707.40706.89707.60707.82619.37709.39709.28710.36709.36710.32711.40711.37711.46711.92711.70717711.78712.02711.69711.50711.62711.61711.41712.22708.62709.08711.09711.31711.34712.18712.11711.76619.77712.00711.96713.32713.86711.42709.43709.49710.87710.85709.84621.10710.60710.07709.31707.80707.95708.43707.63707.47705.96703.85706.75706.95707.03707.27707.25707.14707.01709.53706.95706.88707.02707.25707.29707.15707.08GTCBCGUTTERGUTTERBCTCGGTCBCGUTTERGUTTERBCTCTC/ECGUTTERGUTERCORBCTC/ECCOWCTWTWTSTWTWWCGVWCTWTWBWTSBSDRAINEEWCWCBWTWINTTWBC/BWTCNGGWATERSEWERGMBLDGWCJOGBWWCWCBSBSBSWCWCWALLBLDGTSEEBWJOG*BLDG*BLDG*CHIM*JOG*JOG*FACE*GDSHSEFDCJOGCOHSEGG28OHSEFACE*GHSEBBGHSEEMHSEWCWATERWVWVWVTP474WOODSWCWCWCCCHSETSBSEEWWWWHSEWWWWHSEJOGBSBSTSEEBLDG/WALLBWBWTWHSEHSEJOG*WATERWOODSTBWPPGWTBWATERWWGBLDGTBHSEBWWCBWBSSTCORSTCORBSEEHSEWWWWWWWWHSETBT.C.T.C.EE1E2KEYED NOTESREMOVE AND REPLACE EXISTING SERVICE CONDUCTORS. PROVIDE TWO SETS (3#4/0 & #2/0EG) SE CABLE - UNDERGROUND FROM BASEMENT ELECTRICAL PANEL MDP TO POLE AT NORTH EDGE OF PROPERTY. PROVIDE RISER CONDUITS AT POLE AS REQUIRED BY NYSEG.REMOVE EXISTING 120/240V, 1 PH 200A METER SOCKET. PROVIDE 120/240V, 1 PH 400A METER SOCKET. COORDINATE WITH NYSEG. COORDINATE CONDUIT WALL PENETRATIONS WITH EXISTING BASMENT CONDITIONS.CONNECT EXISTING EXIT LIGHT CIRCUIT.CONNECT EXISTING 100A, 120/240V, 1 PH FEEDER FOR EXISTING KITCHEN PANEL TO NEW 100A/2P CIRCUIT BREAKER IN MDP.PROVIDE 3#1, #8EG-1 1/4"C AND CONNECT EXISTING PANEL PPB-1.PROVIDE #1/0 TO GROUND ROD AND WATER SERVICE PIPE.123456MDPEXISTING PANELPPB-1100A2P100A2P20A2P20A2P20A1P20A1P20A1P20A1PSPACESPACE400A2P120/240V, 1 PH 400A, 22KAIC, 30 SPACES3125EXISTING KITCHEN PANEL46SACK & ASSOCIATESConsulting Engineers, PLLC721 E. Genesee StreetSyracuse, NY 13210Tel: 315−471−4013Fax: 315−471−404417086DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910E002PARTIAL SITEPLAN & ONELINE DIAGRAM14 March 20181732RCM118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovation - Project 1 - Construction Documents10732 Phi Gamma Delta3"SCALE: 1/8" = 1'-0"E0021PARTIAL SITE PLANSCALE: NOT TO SCALEE0022PARTIAL ONE-LINE DIAGRAM
UPUPUPFPANEL PPB-1FACP1FAASSSSXXDining RoomG01Living RoomG02CorridorG0041KitchenG04DishwashingG05Food StorageG06StorageG0091RoomG08RoomG09Chapter RoomG10BoilerG0063LaundryG12BathG0092StorageG0090BathG0022East StairG0004StairG0045Valve RoomG0060ToiletG0020HallG0043StairG0001StairG0002CorridorG0040StairsG0005VestibuleG0042StairG0003MDPMDP3YUP TO FIRST FLOORKEYED NOTESREINSTALL EXISTING FIRE ALARM MANUAL PULL STATION AND ANNUNCIATOR. PROVIDE CONCEALED CONDUIT.1GENERAL NOTESA.PROVIDE 20A, 120V CIRCUIT IN CONCEALED 3/4" CONDUIT FROM NEW MDP FOR NEW LIGHT FIXTURES.SACK & ASSOCIATESConsulting Engineers, PLLC721 E. Genesee StreetSyracuse, NY 13210Tel: 315−471−4013Fax: 315−471−404417086DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910E100GROUNDFLOOR PLAN -ELECTRICAL14 March 20181732RCM118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovation - Project 1 - Construction Documents10732 Phi Gamma Delta3"SCALE: 1/8" = 1'-0"E1001GROUND FLOOR PLAN - ELECTRICAL
UPUPUPUPDNUPUPUPUPUPUPUPUPUPFUPUPUPUPUPFRRSXYSSSSSSSSSS22Dining RoomG01Living RoomG02HallG0043CorridorG0040StairsG0005Room110Room110ARoom110BRoom110CBath10023Bath10024Library101Commons102E.B. Whilte Room103Room104Corridor10040Room105ARoom105BBath105CMail10020Bath10020AVestibuleG0042StairG0003Room102ARoom102CVest.102BStair20001Stair10001East Stair10025Stair10002Stair10003DOWN TO GROUND FLOOR44SSXRoom202Room202ARoom204Room204ARoom205Room206Room206ARoom208Room20040Room202BRoom202CRoom204BRoom204CBathroom20020Bedroom209Bedroom210Bedroom211Corridor20043Bedroom213Bedroom214Bedroom215Bedroom216Bedroom217Suite218Bedroom220ABedroom220BBedroom220CBathroom20021Corridor20045Room205ARoom208CRoom208BStair20001Corridor20041Corridor20044Stairs2000331S3YDOWN TO FIRST FLOORGENERAL NOTESA.PROVIDE 20A, 120V CIRCUIT IN CONCEALED 3/4" CONDUIT FROM NEW MDP FOR NEW LIGHT FIXTURES.KEYED NOTESPROVIDE CONCEALED CONDUIT AND FLUSH BOX AND INSTALL EXISTING DOOR HOLD OPEN DEVICE.REMOVE AND REPLACE EXISTING WALL SCONCE FIXTURES.RELOCATE EXISTING LIGHT SWITCH. PROVIDE CONCEALED CONDUIT AND FLUSH BOX.PROVIDE DAYLIGHT SENSOR TO CONTROL TYPE R FIXTURES.1234SACK & ASSOCIATESConsulting Engineers, PLLC721 E. Genesee StreetSyracuse, NY 13210Tel: 315−471−4013Fax: 315−471−404417086DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910E101FIRST ANDSECONDFLOOR PLANS -ELECTRICAL14 March 20181732RCM118 McGraw PlaceIthaca, New York 14850The Oaks 21 Renovation - Project 1 - Construction Documents10732 Phi Gamma Delta3"SCALE: 1/8" = 1'-0"E1011FIRST FLOOR PLAN - ELECTRICAL3"SCALE: 1/8" = 1'-0"E1012SECOND FLOOR PLAN - ELECTRICAL