HomeMy WebLinkAbout52241-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 52241 Date: 09/08/2025
Permission is hereby granted to:
Jon Johnnidis
140 Zena Rd
Mattituck, NY 11952
To:
legalize "as built" alterations to an existing single-family dwelling as applied for. Additional
certification may be required.
Premises Located at:
1150 Ruth Rd, Mattituck, NY 11952
SCTM# 106.-5-26
Pursuant to application dated 07/29/2025 and approved by the Building Inspector.
To expire on 09/08/2027.
Contractors:
Required Inspections:
Fees:
As Built Alteration $500.00
CO-RESIDENTIAL $100.00
Total $600.00
Building Inspector
TOWN OF SOUTHOLD —BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 ht S:/. VWW.SOL1th ldl wnn joy
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
L
PERMIT NO. Building Inspector';
Applications and forms must be filled out in their entirety. Incomplete „�, ®i�,
appllications:will'not be accepted. Where thiApplkant,i's not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:
OWNER(S)0 PRO ERTY;
Name:. ( b, w SCTM# 1000- W
Project Address: � d
. 11 i��i-
Phone M Email:
Mailing Address:
CONTACT PERSON:
Name;
Mailing Address: le,
Phi (o)f"nAM f ff, 1.co I
DESIGN PROFESSIONAL INFORMATION:
Name: M
,OtL.i /
Mailing Address: Cr(�
Phone#:� Email:
-
CONTRA TOR INFORMATION;
Name:
Mailing Address:
Phone#'° Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
Project:
❑New Structure ❑Ad Itlon ❑ P
Alteration ❑Re air ❑Demolition Est im ted Cost of 1
ect:
then $
Will the lot be re-graded? ❑Yes hlo Will excess fill be removed from premises? ❑Yes o
1
PROPERTY INFORMATION'
Existing use of property: �I Intended use of property:
Zone or use district in which premises is ated Are there any covenants d r rictio with ect to
tLl
this property? ❑Yes eNo IF YES, PROVIDE A COPY..
Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by
chapter 236 of the Town Code. APPUCATION IS HEREBY MADE to the Building Department for the:Issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, ,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code•and regulations and to admit authorized Inspectors on premises and in building(s)for necessary Inspections.False statements made herein are
punishable is a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
pp name ( KJ� ALlthorized Agent ❑Owner
Application Submitted B t
Signature of Applicant: Dater
STATE OF NEW YORK)
(°I SSp
COUNTY OF , _A
�6� ej LA being duly sworn, deposes and says that(s)he is the applicant
(Name of individual sigrii g contract) above named,
(S)he is the '
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the applgatin-file therewith.
Sworn before me this
—day of , 20o
Notary Public
,Rol PR tWAUTHORIZATIONO,N
e applicant is not the owner) j
I, �A) II I residing at
I �'
_do hereby authorize ._.� / � Of f d"Yl ( to apply on
my beh to the-T-own,of Southold Building Department for approval as described herein. t
+gin �i nature Date
Print Owner's Name
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UPDATED: NOVEMBER 14 2024
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1050 RUTH RD, MATTITUCK, NY 11952
LOT AREA
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BBQ. I COPYRIGHT 2024 MICHAEL K NICKS LAND S_RVr)IN3
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LAND SURVEYING
15 FROWEIN RD — SUITE E2
8 2—W CENTER MORICHES, NEW YORK 11934 &„
57609 VOICE: 631.674.0156
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Sheet List Q �*
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A0.1 Cover Sheet °
A0.2 Notes t`
A0.3 Notes
A0.4 Notes
A1.1 Footing and Foundation Plan
A1.2 First Floor Plan
A2.1 Section LP.
A3.1 Details to i
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TABLE R301.2(1) ,' CATE �+ FRWE "' -
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
00
WIND DESIGN SUBJECT TO DAMAGE FROM UkVRY iG0' 0 Qd N
GROUND FLOOD SEISMIC WINTER ICE BARRIER AIR MEAN - U ~
y
SNOW Special indbome DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL
LOAD Speed opographic wind debris CATEGORY Weathering Frostline Termite TEMP REQUIRED INDEX TEMP LS CONC.
(mph) eNects depth -1 Co
region zone •�� PLV ' 0
oa ASt' z F m c o
20 PSF 140 N/A NO YES B SEVERE TO' HEAVY MOD.TO 1500 or T�f a�
11' YES X less 52'1 3 ur
Story [: U) f0 m
o : FraTne Residence
For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. #11 S0 (}F K
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General Notes a 48,1• T• �� 0.
1. DESIGN COMPLIES WITH 2O20 BUILDING CODE OF NEW YORK STATE VSMV PLAT
2. All concrete work shall conform to the requirements and recommendations of ACI 318-14,ACI-332-14,ASTM
C33/C33M-13 and ASTM C94/C94M-15A. Slabs and steps exposed to freezing shall be 3,500 psi, all other W o
concrete to be 3,000 psi.All concrete shall be air entrained.Total air content shall be not less than 5%or more o es '� !� yo•o5os9° +° o0
than 7%. Reinforcing steel shall conform to ASTM A-615/A-615M-2015aE1 grade 60. ato �sfd LA6�5���4 N
3. All electrical work must conform to NFPA 70-17. !P b QQ o
4. All foundations shall rest on undisturbed soil of 1 ton/sq.ft. bearing capacity minimum. Contractor shall verify o �� N o
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the level of acceptable bearing strata in the field. dy9 rn LO
5. All masonry work shall confrom to the requirements of ASTM C90-14, ASTM C91/91M-12, ASTM C145-85, ¢y p � o
85.f2
ASTM C270-14A and ASCE/SEI 7-22. >006.58 L;AgOy' Q } o
6. All steel work shall conform to the requirements of AISI S100-16,AISI S220-15,AISI S230-15,AISI S240-15. S76°09'40"W fyB7.r0, oe Z o
00
Steel shall conform to ASTM A-36/A-36M-14. S76 09'40"W jy100.00 y U o
7. Framing lumber to be hem-fir#2 and better unless noted otherwise. Decks and porch posts to be framed with �� R� (50') D o
pressure preservative treated southern yellow pine #2 and better unless noted otherwise. All lumber that
comes in contact with concrete shall be ACQ or equal. Fasteners for pressure treated wood, including nuts C r
and washers,to be min.ASTM A653 Type G185 hot-dipped,zinc-coated, galvanized steel or stainless steel. 6 , Q
8. The Contractor shall verify all existing conditions and dimensions before starting construction and shall notify :
the Architect of any ambiguities or discrepancies before proceeding with the work. If any questions arise D- rn
before or during construction as to the intent or details of the drawings,the Contractor shall notify the Architect Sheet No.
for clarification and/or instructions. If the Contractor fails to follow the above procedure, he/she shall assume
all responsibility for the consequences for his/her actions and/or decisions. AQ,1
9. The owner shall arrange for supervision of the construction work to ensure compliance with the construction
documents. -of -
10. Written dimensions shall have precedence over scaled dimensions. 8
tiF' 5 �O
GENERAL NOTES
O. dS�dbJY �P.0
1. CONTRACTORS SHALL VERIFY ALL JOB AND FIELD CONDITIONS AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS TO INSURE THE 22. THE LAYOUT OF THE HEATING&COOLING SYSTEMS,TO BE DESIGNED BY THE APPROPRIATE SUBCONTRACTORS,AND SHALL COMPLY WITH m
PROPER STRENGTH,FIT,AND LOCATION OF WORK.REPORT,IN WRITING,TO THE ARCHITECT AND ENGINEER ANYAND ALL CONDITIONS CHAPTER 14 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. c
WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT PROPER EXECUTION AND COMPLETION OF THE WORK.
23. THESE CONSTRUCTION DOCUMENTS,AND ALL COPYRIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE ARCHITECT AND
2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE, CANNOT BE USED FOR ANY OTHER MEANS.
OSHA,AND THE LOCAL TOWN OR VILLAGE BUILDING CODE,LATEST EDITION. w
24. ALL HABITABLE AREAS SHALL BE VENTED AS PER SECTION R303.1 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE: AGGREGATE
3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR,OR SHOWN,ON THE DRAWINGS.THIS GLAZING SHALL NOT BE LESS THAN 8%OF THE FLOOR AREAS OF SUCH ROOMS&THE MINIMAL OPENABLE AREA TO THE OUTDOORS SHALL W ro
SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE BE 4%OF THE FLOOR AREA BEING VENTILATED. 2i M
MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY THE CODE. fn 0 0 co orb
25. ASSUME A SOIL-BEARING CAPACITY OF 1 TON AS PER TABLE R401.4.1 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.ANY UNSTABLE W 0 co4. DO NOT SCALE THE DRAWINGS.ANY DISCREPANCIES SHALL BE REPORTED,IN WRITING,TO THE ARCHITECT FOR CLARIFICATION. SOIL/SUBSURFACE CONDITIONS WHICH MY AFFECT THE STABILITY OF THE STRUCTURE SHALL BE REPORTED TO THE ARCHITECT PRIOR TO o � M
THE CONTINUATION OF WORK. Q #
5. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OFALL TRADES.ALL SLOTS,
SLEEVES,AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE. 26. FINISH ROOFING SHALL COMPLY WITH THE MINIMUM STANDARDS OF R902.1 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. Q
6. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT,BRACING,SHORING,ETC.(TEMPORARY AND/OR PERMANENT)AS REQUIRED 27. SMOKE DETECTORS SHALL BE INSTALLED AS PER THE MINIMUM REQUIREMENTS OF SECTION R314 OF THE 2020 RESIDENTIAL CODE OF
°1
FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. NEW YORK STATE: SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE ¢`
IMMEDIATE VICINITY OF THE BEDROOMS,ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS/CELLARS,BUT NOT
7. ALL BATHROOMS AND POWDER ROOMS WITHOUT NATURAL VENTILATION TO BE VENTED AS PER TABLE M1505.4.4: PROVIDE A INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS.
SWITCH-CONTROLLED EXHAUST FAN WITH A CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS.
28. BUILDING STRUCTURAL MATERIALS OR ASSEMBLIES SUBJECT TO DETERIORATION SHALL CONFORM TO SECTION R317 OF THE 2020
8. REFER TO STRUCTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING DRAWINGS FOR ADDITIONAL APPLICABLE NOTES AND RESIDENTIAL CODE OF NEW YORK STATE.
SPECIFICATIONS.
29. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS FOR THE PROPER COMPLETION OF THE WORK.ANY OMISSION IN THE
9. MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,LIGHTING,COURSING,DIMENSIONS,HEIGHT,ALIGNMENT,ETC.MOVE AND DESCRIPTION DOES NOT RELIEVE THE CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN ACCORDANCE WITH ACCEPTED PRACTICE.
RELOCATE ANY PARTITIONS,WIRING,PLUMBING,AND DUCTWORK THAT MAY BE CONCEALED IN WALLS OR CEILING BEING REVISED TO
PROVIDE A COMPLETE JOB IN ALL RESPECTS. 30. THE OWNER AND ARCHITECT HAVE THE AUTHORITY TO REJECT WORK THAT DOES NOT CONFORM TO THE DRAWINGS.THE CONTRACTOR
SHALL CORRECT ALL WORK REJECTED AT NO ADDITIONAL COST.
10. PROVIDE A MINIMUM 18"X 24"ACCESS OPENING TO ALL CRAWL SPACES AS PER SECTION R408.4 OF THE 2020 RESIDENTIAL CODE OF NEW
YORK STATE.WHERE MECHANICAL EQUIPMENT IS LOCATED IN CRAWL SPACE,PROVIDE ACCESS AS PER SECTION Ml305.1.3 OF THE 2020 31. THE CONTRACTOR IS OBLIGATED TO COMPLETE ALL ITEMS AS DESCRIBED IN THE FINAL,REVISED PUNCH LISTAT THE CLOSEOUT OF THE
RCONYS.VENTILATE ALL CRAWL SPACES AS PER SECTION R408.2 OF THE 2020 RCONYS: THE MINIMUM NET AREA OF VENTILATION CONSTRUCTION.
OPENINGS SHALL NOT BE LESS THAN 1 SF.FOR EACH 150 SF.OF UNDER FLOOR SPACE AREA.ONE SUCH VENTILATING OPENING SHALL BE
WITHIN 36"OF EACH CORNER OF THE BUILDING. 32. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE WORK OF THE GENERAL CONTRACTOR OR
SUBCONTRACTORS NOR SHALL HE/SHE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS.
11. PROVIDE ATTIC ACCESS AS PER SECTION R807.1 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE: ATTIC ACCESS OPENINGS SHALL
NOT BE LESS THAN 22"X 30"AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION.A 30"MINIMUM 33. IF ANY CONTRACTOR OR SUBCONTRACTOR OBJECTS TO THE CHARACTER OF THE DETAILS HE SHALL NOTIFY THE ARCHITECT PRIOR TO
UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED @ SOME POINT ABOVE THE ACCESS OPENING.WHERE MECHANICAL CONTINUATION OF THE WORK. u')
EQUIPMENT IS LOCATED IN THE ATTIC,PROVIDE ACCESS AS PER SECTION M1305.1.2 OF THE 2020 RCONYS. U) N
34. BASEMENTS WITH HABITABLE SPACE&EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE&RESCUE N
12. REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS,SIGNED BYALL SUBCONTRACTORS AND MATERIAL OPENING AS PER SECTION R310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE:EMERGENCY ESCAPE&RESCUE OPENINGS SHALL 0 r
SUPPLIERS,IN ADDITION TO THE GENERAL CONTRACTOR. HAVE A SILL HEIGHT OF NOT MORE THAN 44"ABOVE THE FLOOR AND SHALL HAVE A MINIMUM NET CLEAN OPENING OF 5 SQUARE FEET.
ui
13. ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE NATIONAL CODE AND NEW YORK STATE BOARD OF FIRE 35. PROVIDE SAFETY GLAZING AS PER SECTION R308 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE FOR ALL HAZARDOUS AREAS o
UNDERWRITERS.THE FINAL CERTIFICATE OF APPROVAL MUST BE SUBMITTED TO THE OWNER PRIOR TO FINAL PAYMENT. DEFINED UNDER SECTION R308.4 OF THE 2020 RCONYS: ALL GLASS LESS THAN 18"ABOVE THE FLOOR SHALL BE TEMPERED. I= m o
14. ALL MATERIAL SHOWN ON DRAWINGS SHALL BE CONSIDERED NEW UNLESS NOTED OTHERWISE. 36. INSTALLATION,LOCATION,AND VENTILATION OF ALL MECHANICAL SYSTEMS SHALL COMPLY WITH CHAPTER 13 OF THE 2020 RESIDENTIAL s m m
CODE OF NEW YORK STATE.
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15. REMOVE ALL RUBBISH AND DEBRIS RESULTING FROM WORK.SITE TO BE KEPT IN BROOM CLEAN CONDITION THROUGHOUT ALL PHASES OF
WORK. 37. FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL)AND TO FORM AN
EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN ATOP STORY AND THE ROOF SPACE AS PER SECTION R602.8 OF THE 2020
16. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION OR MANAGEMENT. RESIDENTIAL CODE OF NEW YORK STATE.MASONRY CHIMNEYS AND FIREPLACES SHALL COMPLY WITH SECTION R1001 OF THE 2020
RCONYS.
17. PROVIDE OWNER WITH ALL NECESSARY CERTIFICATES OF INSURANCE.
38. GARAGE FIRE SEPARATIONS SHALL COMPLY WITH SECTION R309 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE: OPENINGS
18. GUARANTEE IN WRITING ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM FROM FINALACCEPTANCE BY OWNER. BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH A 45-MINUTE FIRE-RATED DOOR ASSEMBLY EQUIPPED WITH A
SELF-CLOSING DEVICE.DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS AND CEILINGS SEPARATING THE DWELLING FROM O
19. THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE MINIMUM STANDARDS OF 2020 ENERGY CONSERVATION CODE OF NEW THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NUMBER 26 GAGE SHEET STEELAND SHALL HAVE NO OPENINGS INTO THE GARAGE. O
YORK STATE AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. O
WHERE PARTITIONS ARE USED TO SEPARATE VERTICALLY AN ATTACHED GARAGE FROM A DWELLING OR ITS ATTIC,THE PARTITION co
ASSEMBLY SHALL HAVEA 3/4 HOUR FIRE-RESISTANCE RATING.WHERE HORIZONTAL CONSTRUCTION IS USED TO SEPARATE THE GARAGE N
20. ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL BE THE FROM THE RESIDENCE OF ITS ATTIC,SUCH CONSTRUCTION SHALL BE PROTECTED WITH ONE LAYER OF 5/8"THICK TYPE"X"GYPSUM o
RESPONSIBILITY OF THE GENERAL CONTRACTOR. BOARD.OPENINGS IN HORIZONTAL SEPARATIONS SHALL NOT BE PERMITTED EXCEPT WHERE THE RESIDENCE IS OTHERWISE PROTECTED N 00
BY VERTICAL SEPARATIONS. to
21. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY CONDITIONS WHICH MAY AFFECT THE DESIGN OR O to
CONSTRUCTION OF THE WORK. 39. HABITABLE SPACES SHALL COMPLY WITH SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. 6
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40. PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER UNDER CONCRETE SLABS. O Z c0
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41. ALL WORK SHALL COMPLY WITH THE NEW YORK STATE FIRE PREVENTION AND BUILDING CODE. Y
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Sheet No.
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CARPENTRY&LUMBER CONCRETE WORK �<
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1. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.LUMBER IS TO BE FURNISHED 1. ALL CONCRETE SHALL BE AIR-ENTRAINED STONE CONCRETE(MIN.3500 PSI CONC.FOR EXTERIOR STAIRS(CELLAR ENTRANCE)
AND INSTALLED COMPLETE WITH ALL FASTENERS,ANCHORS,BLOCKING,BRIDGING,SADDLES,HANGERS,ETC.,REQUIRED TO COMPLETE THE JOB. AND SHALL DEVELOP A MINIMUM TOTAL COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI.CONCRETE SLABS ON GRADE TO BE E
ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES.JOIST HANGERS, REINFORCED WITH W.W.F.6x6-10/10. m
CONNECTORS,BRIDGING,AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUSTALSO BE INSTALLED IN ACCORDANCE WITH THE 2020 m
RESIDENTIAL CODE OF NEW YORK STATE.WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED,THEY SHALL BE FURNISHED IN 2• ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS,CONFORMING TO ASTM A615-60.REINFORCEMENT
ADEQUATE NUMBER AND SIZE AND SHALL COMPLY WITH THE RECOMMENDED NAILING SCHEDULES IN THE CONSTRUCTION DOCUMENTS. MESH SHALL CONFORM TO ASTM A185 AND A82.
2. ALL STRUCTURAL FRAMING LUMBER SHALL BE#2 OR BETTER HEM-FIR,FB=850 PSI AND E=1,300,000 PSI UNLESS OTHERWISE INDICATED OR 3. DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST
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SELECTED FROM TABLES OF THE NATIONAL FOREST PRODUCTS ASSOCIATION MANUALAND/OR SHOWN ON ACCOMPANYING STRUCTURAL ACI BUILDING CODE,ACI 318 AND ACI 315. W
CALCULATIONS.ALL HEADERS SHALL BE HEM-FIR,FB=850 PSI UNLESS OTHERWISE SHOWN ON DETAILS. _j m
4. FOUNDATION WALLS AND FOOTINGS TO BE POURED STONE CONCRETE OF THICKNESS SHOWN ON DRAWINGS. b O v
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3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE WITH EXTERIOR GLUE AND SHALL MEET THE REQUIREMENTS OF THE 5• ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE.ALL EXTERIOR FOOTINGS TO BE A MINIMUM OF 36"BELOW W U) m ID
LATEST EDITION OF THE US PRODUCT STANDARD PS-1 AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF THE AMERICAN
FINISHED GRADE. o rn `?
PLYWOOD ASSOCIATION.ALL ROOF PLYWOOD TO BE 5/8"THICK AND ALL WALL PLYWOOD TO BE 1/2"THICK. Q - m
6. A 6 MIL THICK POLYETHYLENE VAPOR BARRIER SHEET TO BE LAID UNDER BASEMENT OR CELLAR SLABS ON GRADE. L)
4. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY,CONCRETE,OR EXPOSED TO THE ELEMENTS MUST BE PRESSURE TREATED TO DEFINITE Q v
RETENTION AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS Cl AND C2 FOR WATER-BOURNE PRESERVATIVE TREATMENT. r
5. WHERE TRUSS RAFTERS,ROOF TRUSSES,GIRDER TRUSSES,AND OTHER PREFABRICATED FRAMING IS INDICATED,STRUCTURAL CALCULATIONS AND MASONRY <
DETAIL DESIGNS PREPARED AND SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER MUST BE SUBMITTED FOR REVIEW.
1. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS OF ASTM C-90 AND SHALL BE HOLLOW,
6. PROVIDE APPROVED WOOD BRIDGING AT WOOD FLOOR JOISTS @8'-0"O.C.MAXIMUM SPACING.SECURE BOTTOM OF BRIDGING AFTER SUBFLOOR LOAD-BEARING CONCRETE BLOCK,GRADE N.ALL MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1000
HAS BEEN NAILED. PSI.MORTAR SHALL CONFORM TO THE SPECIFICATIONS FOR MORTAR,FOR UNIT MASONRY ASTM C-270 AND SHALL BE TYPE S
MORTAR.ALL MASONRY WALLS AND CORNERS TO BE PROPERLY BONDED.
7. ALL CARPENTRY MATERIALS TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.
2. COMMON FIREWALLS BETWEEN ATTACHED HOUSING UNITS TO BE 8"CONCRETE BLOCK ON A POURED CONCRETE FOUNDATION
8. ALL INTERIOR SURFACES OF PARTITIONS,WALLS,AND CEILINGS SHALL BE COVERED WITH 1/2"THICK GYPSUM WALL BOARD.5/8"THICK FIRECODE AND FOOTING AS SHOWN ON DRAWINGS.
GYPSUM WALL BOARD SHALL BE USED ON WALLS AND CEILINGS IN GARAGE.5/8"THICK MOISTURE RESISTENT GYPSUM WALL BOARD SHALL BE USED
ON ALL BATHROOM WALLS AND CEILINGS.WONDER BOARD SHALL BE USED ON WALLS OR CEILINGS WHERE CERAMIC OR STONE FINISHED WILL BE 3. CONCRETE MASONRY WALL REINFORCEMENT SHALL BE OF NON-CORROSIVE TRUSS-TYPE METALAPPROVED BY THE ARCHITECT.,
USED IN BATHROOMS. HORIZONTAL,CONTINUOUS TRUSS REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AT EVERY SECOND COURSE.
VERTICAL SPACING OF REINFORCING MUST NOT EXCEED 16".WALLS SHOULD BE BRACED DURING CONSTRUCTION UNTIL THEY
9. ALL EXTERIOR WALLS TO BE 2X6 WOOD STUDS UNLESS NOTED OTHERWISE @16"O.C.WITH 1/2"PLYWOOD COVERED WITH 15#ASPHALT SATURATED ARE ADEQUATELY ANCHORED TO THE FLOOR AND ROOF SYSTEMS.
FELT OR OTHER APPROVED EQUAL.ALL WOOD STUD BEARING WALLS AND PARTITIONS SUPPORTING WOOD TRUSSES OR JOISTS TO BE
CONSTRUCTED SO THAT STUD IS LOCATED AT THE BEARING POINT OF EACH WOOD TRUSS OR JOIST. 4. ALL CONCRETE MASONRY UNIT WALLS TO BE LAID UP IN RUNNING BOND SET IN FULL MORTAR BEDDING.
10. WOOD STUD WALLS OR PARTITIONS EXCEEDING 10'IN HEIGHT SHALL HAVE STUDS BRIDGED OR ADEQUATELY BRACED AT INTERVALS NOT EXCEEDING 5. ALL EXTERIOR BRICK AND INTERIOR STONE MASONRY VENEER MATERIALS SHALL BE IN COMPLIANCE WITH ANSI BUILDING CODE
8'VERTICALLY IN AN APPROVED MANOR. REQUIREMENTS.BRICK QUALITY SHALL BE SW GRADE AND SET IN TYPE S MORTAR.TOOLED JOINTS AS DIRECTED BY ARCHITECT.
11. PROVIDE FIRESTOPPING AT ALL WALLS,PARTITIONS,FIREPLACES,CHIMNEYS,AND ALL OTHER CONCEALED SPACES AS PER SECTIONS R602.8 AND 6. FIRE BRICK MORTAR,FLUE LINING,DAMPER AND OTHER REQUIRED ASSOCIATED ACCESSORIES SHALL BE FURNISHED AND
R1001.12 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. INSTALLED IN STRICTS ACCORDANCE WITH THE NEW YORK STATE FIRE PREVENTION,BUILDING,AND ENERGY CODES. 00
p QQ N
12. INSULATION IN ALL EXTERIOR FRAME WALLS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-15.INSULATION IN ROOF CEILINGS SHALL BE 7. FURNISH AND INSTALL MASONRY VENEER METAL TIES OF APPROVED DESIGN AT THE RATE OF ONE TIE FOR EACH 300 SQUARE Z Q i
FIBERGLASS BATTS EQUAL TO TRADE TERM R-30.INSULATION AT LIVING SPACE ABOVE GARAGE TO BE R-30.COMMON WALLS AT ATTACHED UNITS INCHES OF WALL SURFACE WITH SPACING NOT TO EXCEED 25 INCHES IN HORIZONTAL OR VERTICAL DIMENSIONS.
SHALL HAVE FIBERGLASS BATTS OF R-15 AT EACH SIDE.ALL INSULATION TO HAVE A VAPOR BARRIER SURFACE EXPOSED TO HEATED SPACE.
13. ALL STAIRS AND HANDRAILS SHALL COMPLY WITH SECTIONS R311.7 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE: THE MAXIMUM RISER I= m o
HEIGHT SHALL BE 8 1/4"AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES,UNLESS OTHERWISE NOTED ON PLANS.STAIRWAYS SHALL NOT BE STRUCTURAL STEEL c: �,
LESS THEN 36"IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHTAND BELOW THE REQUIRED HEADROOM HEIGHT. _ m
HANDRAILS SHALL NOT PROJECT MORE THAN 4.5"ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND 1. ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM WITH ASTM A36. m o
BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL NOT BE LESS THAN 31.5"WHERE A HANDRAIL IS INSTALLED ON ONE SIDE
AND 27"WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. 2. THE DESIGN,FABRICATION,AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF
THE AISC SPECIFICATION.
14. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH GOOD TRADE PRACTICE,RECOMMENDATIONS OF MANUFACTURERS,AND IN
CONFORMANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE,INCLUDING THE FOLLOWING: 3. SHOPAND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 E70 SERIES ELECTRODES AND A307
A.FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE.BRACE,PLUMB,AND LEVELALL MEMBERS AND SECURE WITH BOLTS WITH LOCK WASHERS.
SUFFICIENT NAILS,SPIKES,AND BOLTS TO ENSURE RIGIDITY.
B.PROVIDE SOLID SURFACES AT ALL CORNERS AT LEAST 1 1/4"WIDE IN BOTH DIRECTIONS FOR SECURING SUBFLOORING,DRYWALL,ETC...FORM 4. PAINT ALL STEEL WITH ONE SHOP COAT OF RUST INHIBITIVE PAINT AND FIELD TOUCH UP EXCEPT FOR AREAS TO BE WELDED. p
SURFACES WITH FRAMING MEMBERS OR WITH 2"WOOD BLOCKING SECURED WITH AT LEAST TWO 8D NAILS AT EACH END. COLOR TO BE GREY UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. 00
C.PROVIDE DOUBLE JOISTS,TRUSSES,AND HEADERS AT WATER CLOSET DRAIN BENDS AND AT ALL VENT AND MECHANICAL OPENINGS TWO FEET O
OR MORE IN WIDTH UNLESS OTHERWISE DIRECTED BY ARCHITECT. 5. ALL STRUCTURAL WELDING SHALL BE PERFORMED BY CERTIFIED WELDER IN COMPLIANCE WITH THE AMERICAN WELDING N
D.TAIL JOISTS OVER FOUR FEET LONG AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS OR HANGERS AND SPIKED SECURELY SOCIETY'S STANDARD QUALIFICATION PROCEDURE. p
UNLESS SUPPORTED ON A WALL OR GIRDER. O
E.ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH THE RECOMMENDED NAILING 6. ALL WALL-BEARING BEAMS TO HAVE STANDARD ANGLES,ANCHORS,AND BEARING PLATES UNLESS OTHERWISE NOTED ON `N O
SCHEDULE INCLUDED IN THE CONSTRUCTION DOCUMENTS AND AS NOTED: DRAWINGS. Lj
1.STUDS NOT LESS THAN 2X4 @16"O.C.DOUBLED AROUND OPENINGS AND TRIPLED AT CORNERS. o
2.PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER.
3.FRAMING TO SUIT WORK OF OTHER TRADES. FINISHES Q } O
4.PROVIDE TWO 2X4 STUDS AT THE END OF HEADERS UNLESS OTHERWISE NOTED ON DRAWINGS. W Z co
5.PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES,JOISTS,RAFTERS,AND GIRDERS,ETC. 1. SAMPLES OF ALL FINISHES,MOLDINGS,HARDWARE,ETC.ARE TO BE SUBMITTED TO OWNER/ARCHITECT FOR APPROVAL PRIOR Y
F.SUBFLOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS.NAIL WITH 6D COMMON NAILS @6"O.C.ALONG SUPPORTED EDGES TO INSTALLATION. = U O
AND 10"O.C.AT INTERMEDIATE SUPPORTS.BREAK JOINTS IN ADJACENT COURSES.LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR ) ~ O
SLIGHTLY BELOW SURFACE.UNDERLAYMENT,WHERE REQUIRED,SHALL BE SIMILARLY INSTALLED. 2. DRYWALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH US GYPSUM CO.INSTRUCTIONS.JOINTS SHALL BE TAPED AND -8 � F- O
G.ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS.LOCATE END JOINTS OVER SUPPORTS AND STAGGER SPACKLED(3 COATS)READY TO PAINT.ALL CORNERS AND EXPOSED EDGES SHALL HAVE APPROVED METAL BEADS SPACKLED
Q O Q
JOINTS.PROVIDE METAL H-CLIP AT JOINTS AT SIDES OF PANELS WHEN SPACING OF THE SUPPORTS IS 24"O.C. SMOOTH. t LO
H.FURRING,WHERE REQUIRED,TO BE TRUE TO LINE,NOT OVER 16"O.C.AND FASTENED SECURELY TO SUPPORTING SURFACE. o U
3. COVER ALL WALLS AND ALL CEILINGS WITH 1/2'GYPSUM BOARD.BATHROOM WALLS(TO BE PAINTED OR WALL PAPERED)AND a m
15. ALL FLOORS TO BE COVERED WITH CARPET SHALL HAVE ONE LAYER OF 3/4"UNDERLAYMENT BOARD OR OTHER APPROVED EQUAL OVER SUBFLOOR. CEILINGS SHALL RECEIVE M.R.GYPSUM BOARD AND ALL BATHROOM WALLS OR CEILINGS TO RECEIVE TILE SHALL HAVE WONDER
FLOORS TO BE COVERED WITH OAK FLOORING OR TILE SHALL HAVE ONE LAYER OF 3/4"PLYWOOD SUBFLOOR. BOARD INSTALLED. Sheet No.
16. ALL LUMBER DELIVERED AND STORED AT PROJECT SITE SHALL BE PROTECTED FROM THE WEATHER WITH ATARPAULIN OR HEAVY GAUGE PLASTIC. 4. PROVIDE 5/8"TYPE X GYPSUM BOARD IN GARAGE ON CEILING AND WALLS TO MAINTAIN ONE-HOUR FIRE RATING.PROVIDE SAME AO.n
3
ALL WOOD MATERIAL SHALL BE STOCK-PILED ON WOOD DUNNAGE IN A RELATIVELY FLAT,DRYAREA.THE SAME PROTECTION SHALL BE PROVIDED ON MECHANICAL ROOM WALLS AND CEILING AND ON ALL SHAFT WALLS.
DURING SHIPPING OR INSTALLATION.
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MOISTURE PROTECTION cT
SITE WORK
1. FOUNDATION WALL EXTERIOR SURFACES TO BE PROTECTED FROM BOTTOM OF FOOTING TO WITHIN 12"OF GRADE WITH THE
APPLICATION OF TWO TROWEL COATS OF BITUMINOUS MASTIC SEPARATED BYA LAYER OF ASPHALT-SATURATED MESH. 1. CLEAR AND GRADE SITE TO ELEVATIONS SHOWN ON APPROVED SITE PLAN. E
m
2. ALTERNATE MATERIAL FOR FOUNDATION WALL PROTECTION TO BE A RUBBERIZED ASPHALT INTEGRALLY BONDED TO 2. CONTRACTOR MAY BACKFILL AGAINST FOUNDATION WALLS ONLYAFTER SEVEN DAYS OF CONCRETE CURE TIME USING PROPER
POLYETHYLENE SHEET BITUTHENE AS MANUFACTURED BY W.R.GRACE COMPANY OR APPROVED EQUAL.INSTALLATION TO CONSTRUCTION METHODS,MATERIAL,AND EQUIPMENT TO AVOID DAMAGE TO THE WALLS AND MEMBRANE WATERPROOFING.
COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS.EXTRA PRECAUTIONS OR PROVISIONS ARE REQUIRED ADEQUATELY BRACE WALLS PRIOR TO BACKFILL.
DURING INCLEMENT WEATHER AND SITE CONDITIONS TO ENSURE SATISFACTORY PERFORMANCE OF THE WORK. 3. EXCAVATE FOR FOOTINGS TO MINIMUM DEPTHS SHOWN ON DRAWINGS.ENCOUNTERED SOIL TO BE UNDISTURBED,VIRGIN SOIL U)
3. TERMITE PROTECTION OF APPROVED TYPE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R317 OF THE 2020 RESIDENTIAL WITH AN ALLOWABLE BEARING CAPACITY OF NOT LESS THAN ONE TON PER SQUARE FOOT. W
CODE OF NEW YORK STATE. .i M
4. LOCAL OFFICIAL TO DETERMINE WHETHER CERTAIN TREES DESIGNATED TO REMAIN SHALL BE SAVED.RETAINED TREES SHALL 17 �: 0)
4. FLASHING TO BE PROVIDED AT ALL HEADS AND SILLS OF DOORS AND WINDOWS,CHIMNEYS,AND GRAVEL STOPS INCLUDING ALL BE PROTECTED BY 48"HIGH BARRIER SET 12"AWAY FROM THE TREE TRUNK FOR EACH 1"OF TREE DIAMETER,SUBJECT TO fn 0 O. Y
INTERSECTIONS OF ROOVES WITH VERTICAL OR SLOPING SURFACES SUCH AS VALLEYS,HIPS,RIDGES,AND OTHER ROOF FIELD ADJUSTMENT.STORAGE OF CONSTRUCTION MATERIAL WITHIN BARRIER WILL BE PROHIBITED.THERE SHALL BE NO FUEL LLI CO In 00
PENETRATIONS.MATERIALS FOR BASE AND CAP FLASHING AT MASONRY TO BE 16 OUNCE COPPER AND SILL FLASHING AT DOORS STORAGE IN VICINITY OF TREE BARRIERS. o �
AND WINDOWS TO BE 3 OUNCE COPPER FABRIC MATERIAL UNLESS OTHERWISE APPROVED.BLIND FLASH WITH APPROVED Q O c)
MATERIALS AT ALL INTERSECTING ROOF JUNCTURES.COORDINATE INSTALLATION OF ALL FLASHING WITH CARPENTRY, 5. REMOVE TOPSOIL AND OTHER SURFACE MATERIAL IN PREPARATION FOR POURING CONCRETE SLAB.INTERIOR SLABS ON GRADE _C)
MASONRY,AND ROOFING TRADES. TO BE POURED ON COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL. Q
5. SKYLIGHTS TO BE OF SIZES SHOWN ON DRAWINGS,DOUBLE-INSULATED,SELF-FLASHING WITH INTEGRAL CURBS.UNITS TO BE 6. STEP FOOTINGS,WHERE ELEVATION CHANGES,ONE VERTICAL TO TWO HORIZONTALAS SHOWN ON DRAWINGS OR WHERE 2
ALIGNED WITH SLOPING ROOF TRUSSES. ENCOUNTERED SOIL OR FIELD GRADE CONDITIONS REQUIRE CHANGES IN FOOTING ELEVATIONS. ¢
6. CAULKAND SEAL WITH APPROVED MATERIALALL JOINTS AND INTERSECTIONS AS REQUIRED TO PROVIDE A POSITIVE BARRIER
AGAINST PASSAGE OF MOISTURE AND AIR AT ALL DOORS,WINDOWS,AND OTHER OPENINGS TO THE EXTERIOR.
FIRE DEPARTMENT NOTES
ELECTRICAL 1. LOCATE FIRE EXTINGUISHERS AND CABINETS AS INDICATED ON THE PLANS AND ADDITIONAL EXTINGUISHERS AS REQUIRED BY
THE FIRE DEPARTMENT FIELD INSPECTOR OR BUILDING DEPARTMENT INSPECTOR.
1. ALL ELECTRICAL POWER AND LIGHTING SHALL COMPLY WITH CHAPTER 34 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE
AND WITH THE NYS ENERGY CODE.REGULATIONS C405 OF THE NEW YORK STATE ENERGY CODE. 2. PROVIDE EXIT SIGN WITH 6"LETTERS OVER REQUIRED EXITS,WHERE SHOWN ON DRAWINGS,AND ADDITIONAL SIGNS AS
REQUIRED BY BUILDING DEPARTMENT INSPECTOR OR FIRE DEPARTMENT FIELD INSPECTOR,CONNECT EXIT SIGNS TO BATTERY
2. POWER AND LIGHTING DISTRIBUTION SYSTEMS TO COMPLY WITH NECA,THE NATIONAL BOARD OF FIRE UNDERWRITERS,AND ALL AND EMERGENCY POWER CIRCUITS.COMPLY WITH BUILDING CODES.
STATE AND LOCAL STANDARDS. 3. PROVIDE EMERGENCY LIGHTING OF ONE FOOT-CANDLE AT FLOOR LEVEL.COMPLY WITH BUILDING CODES.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL SERVICE LOCATION WITH UTILITY COMPANY. 4. MAINTAIN AISLES AT LEAST 44"WIDE AT PUBLIC AREAS.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND APPROVAL OF WIRING,INSTALLATION OF FIXTURES AND
EQUIPMENT,AND FOR FINAL ACCEPTANCE OF THE ELECTRICAL INSTALLATION BY THE LOCAL ELECTRICAL INSPECTORS. 5. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR
EFFORT.SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE.ALL NEW DOORS SHALL HAVE APPROVED LEVER
5. CONTRACTOR SHALL PROVIDE ALL LIGHTING FIXTURES,UNLESS OTHERWISE NOTED TO BE PROVIDED BY OWNER,INSTALLED IN HANDLES. LO
STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. w op
6. DOORS OPENING INTO REQUIRED 1-HOUR,FIRE-RESISTIVE CORRIDORS SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP o ¢ N
6. PROVIDE ALL OUTLETS,SWITCHES,DIMMERS,ROUGHING,WIRE,JUNCTION BOXES,ETC.TO PROVIDE COMPLETE INSTALLATION. ASSEMBLY HAVING A 20-MINUTE RATING AND SHALL BE SELF-CLOSING. Z Q i
7. ALL INTERIOR WIRE SHALL RUN CONCEALED AND ALL EXTERIOR WIRE SHALL BE RUN IN CONDUIT. 7. 20-MINUTE DOOR JAMBS TO BE TIGHT-FITTING,SMOKE AND DRAFT CONTROLLED. m
8. OUTLET AND SWITCH LOCATIONS SHALL COMPLY WITH ACCEPTED PRACTICE;OUTLETS 12"AFF AND SWITCHES 42"AFF 8. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING 50 OR MORE PERSONS AND IN ANY HAZARDOUS AREA. F m o
9. LABEL PANEL BOARD OF ALL CIRCUITS. 9. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDOR SHALL NOT EXCEED AN END POINT FLAME SPREAD RATING: r m
A.CLASS I,FLAME SPREAD 0-25,SMOKE DENSITY 150,FOR MATERIALS INSTALLED IN VERTICAL EXITS. W 0 o af
10. COORDINATE WITH ALL OTHER TRADES FOR LOCATIONS OF STRUCTURAL WORK,PIPING,ETC.TO AVOID CONFLICT. B.CLASS II,FLAME SPREAD 26-75,SMOKE DENSITY 300,FOR MATERIALS INSTALLED IN HORIZONTAL EXITS.
C.CLASS III,FLAME SPREAD 76-200,SMOKE DENSITY 450,FOR MATERIALS INSTALLED IN ANY OTHER LOCATIONS.
11. COORDINATE WITH OWNER ANY ADDITIONAL ELECTRICAL WORK THAT MAY BE REQUIRED THAT IS NOT INCLUDED IN THE
CONSTRUCTION DOCUMENTS. 10. DECORATIONS(CURTAINS,DRAPES,SHADES,HANGINGS,ETC.)SHALL BE NON-COMBUSTIBLE OR BE FLAMEPROOFED IN AN
APPROVED MANNER.
11. PROVIDE FIRE DAMPERS OR DOORS WHERE AIR DUCTS PENETRATE FIRE-RATED WALLS OR CEILINGS.
HEATING&COOLING o
12. STORAGE,DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS,FLAMMABLE GAS AND HAZARDOUS O
1. PROVIDE FORCED HOT WATER BASEBOARD HEATNG SYSTEM DESIGNED BY MECHANICAL CONTRACTOR. SUBSTANCES SHALL COMPLY WITH UNIFORM FIRE CODE REGULATIONS. O
2. ALL HEATING&COOLING EQUIPMENT SHALL COMPLY WITH CHAPTER 14 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. 13. WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. N
0
3. COORDINATE WITH OWNER THE NUMBER OF ZONES AND LOCATIONS OF THERMOSTATS. 14. EXTEND OR MODIFY EXISTING FIRE/LIFE SAFETY SYSTEM AS REQUIRED TO PROVIDE AN APPROVED FIRE/LIFE SAFETY SYSTEM. O
SUBMIT PLANS TO FIRE DEPARTMENT WITH COMPLETE DESCRIPTION OF SEQUENCE OF OPERATION,AND OBTAIN APPROVAL LO
4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. PRIOR TO INSTALLATION. 0) LO
15. LOCATE THE CENTER OF FIREALARM INITIATING DEVICES 48"ABOVE THE LEVEL OF THE FLOOR,WORKING PLATFORM,GROUND Q } o
SURFACE OR SIDEWALK. O Z CO
Q' O
PLUMBING 16. EMERGENCY WARNINGS SYSTEMS SHALLACTIVATE A MEANS OF WARNING THE HEARING IMPAIRED.FLASHING VISUAL WARNING 2 U o
SHALL HAVE A FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE.
1. ALL PLUMBING WORK SHALL COMPLY WITH CHAPTER 25 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. w D ::) O
CD
17. AUTOMATIC SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED CENTRAL,PROPRIETARY OR REMOTE STATION 2 I.-
2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION AND WITH THE NEW YORK SERVICE OR A LOCALALARM WHICH WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION.
STATE DEPARTMENT OF HEALTH.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. u LO Q
18. ALL FIRE EXTINGUISHERS AND CABINETS TO MATCH EXISTING.PROVIDE SEMI-RECESSED CABINETS WHERE WALL IS NOT THICK ?' U
3. PROVIDE ROUGHING INCLUDING SHUT-OFF VALVES,DRAINS,PIPING,VALVES,VENT LINES,TRAPS,ETC...FOR COMPLETE ENOUGH TO RECEIVE FULLY RECESSED CABINETS. a
INSTALLATION.
4. INSTALL OWNER-SELECTED PLUMBING FIXTURES AND FITTING PER DRAWING INSTRUCTION.
Sheet No.
5. INSULATE ALL WATER PIPING. AO.4
6. PROVIDE ALL NECESSARY HANGERS,EXPANSION JOINTS,STRAPS,ETC.TO PROVIDE COMPLETE INSTALLATION.
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HANDRAILS �sc��s#
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1. R311.7.8 Handrails a s,bw ;��° g
36 HIGH METAL RAILING Handrails shall be provided on not less than one side of each flight of stairs with four E ��a * y,P
or more risers. cc
HANDRAIL 2. R311.7.8.1 Height
Handrail height, measured vertically from the sloped plane adjoining the tread nosing, U)
0 or finish surface of ramp slope, shall be not less than 34 inches(864 mm)and not Z
8"POURED CONCRETE FOUNDATION more than 38 inches (965 mm).
WALL REINF.w/#4 VERT. BARS @ 48"O.C. co � O 17
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GRADE ON 18"x12"POURED CONCRETE Exceptions: w co 0 co
1.The use of a volute,turnout or starting easing shall be allowed over the lowest o cn
FOOTING REINF.w/(2)#5 REBAR ON Q o M
UNDIST. SOIL BELOW GRADE. tread. c
v a 2. Where handrail fittings or bendings are used to provide continuous transition .. Q W
between flights,transitions at winder treads,the transition from handrail to guard,or
POURED Z., 4"DRAIN used at the start of a flight,the handrail height at the fittings or bendings shall be
CONCRETE STEPS permitted to exceed 38 inches(956 mm).
3" RIGID INSULATION _ Y 4"P.C. SLAB LANDING 3. R311.7.8.2 Handrail Projection
w/DRAINAGE Handrails shall not project more than 41/2 inches(114 mm)on either side of
— o the stairway.
_ M Exception:Where nosings of landings,floors or passing flights project into
4" RAISED LEDGE the stairway reducing the clearance at passing handrails, handrails shall project not
more than 61/2 inches(165 mm)into the stairway, provided that the stair width
oom000mo and handrail clearance are not reduced to less than that required.
�t com000mo
4. R311.7.8.3 Handrail Clearance
ODm000mo
_ Handrails adjacent to a wall shall have a space of not less than 11/2 inches (38 mm)
~ � between the wall and the handrails.
2'x2'DEEP DRY WELL
w/12"CLEAN GRAVEL 5. R311.7.8.4 Continuity o N
ON ALL SIDES Handrails shall be continuous for the full length of the flight,from a point directly . .0 co
above the top riser of the flight to a point directly above the lowest riser of
c°n' ¢ r�
Section — 1 tthe o fl gals Handrail ends shall be returned or shall terminate in newel posts or safety o
in
Scale: 1/4' — 1 -011
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Exceptions:
1. Handrail continuity shall be permitted to be interrupted by a newel post at a turn r
in a flight with winders,at a landing,or over the lowest tread. W 0 0 0�
2. A volute,turnout or starting easing shall be allowed to terminate over the lowest
tread.
MEANS OF EGRESS 6. R311.7.8.5 Grip Size
Required handrails shall be of one of the following types or provide equivalent
graspability. o
1. R311.1 Means of Egress 3. R311.3 Floors and Landings at Exterior Doors 1. Type I. Handrails with a circular cross section shall have an outside diameter of o
Dwellings shall be provided with a means of egress in accordance with There shall be a landing or floor on each side of each exterior door.The not less than 11/4 inches(32 mm)and not greater than 2 inches(51 mm). If N
this section.The means of egress shall provide a continuous and width of each landing shall be not less than the door served. Landings the handrail is not circular, it shall have a perimeter of not less than 4 inches (102 0
unobstructed path of vertical and horizontal egress travel from all shall have a dimension of not less than 36 inches(914 mm)measured mm)and not greater than 61/4 inches(160 mm)and a cross section of not more than N o
portions of the dwelling to the required egress door without requiring in the direction of travel.The slope at exterior landings shall not N o
21/4 inches(57 mm). Edges shall have a radius of not less than 0.01 inch(0.25 mm).
travel through a garage.The required egress door shall open directly exceed 1/4 unit vertical in 12 units horizontal (2 percent). 2. Type II. Handrails with a perimeter greater than 61/4 inches(160 mm)shall have o
into a public way or to a yard or court that opens to a public way. 0 O
Exception: Exterior balconies less than 60 square feet(5.6 m2)and a graspable finger recess area on both sides of the profile.The finger recess shall Q >- o
2. R311.2 Egress Door only accessed from a door are permitted to have a landing that is less begin within 3/4 inch (19 mm)measured vertically from the tallest portion of the profile W z o
and have a depth of not less than 5/16 inch (8 mm)within 7/8 inch (22 mm)below the Y
Not less than one egress door shall be provided for each dwelling unit. than 36 inches(914 mm)measured in the direction of travel. widest portion of the profile.This required depth shall continue for not less U o
The egress door shall be side-hinged, and shall provide a clear width of
not less than 32 inches(813 mm)where measured between the face of than 3/8 inch (10 mm)to a level that is not less than 13/4 inches(45 mm)below the Z o
the door and the stop,with the door open 90 degrees (1.57 rad).The tallest Of of the profile.The width of the handrail above the recess shall be not a o
clear height of the door opening shall be not less than 78 inches(1981 less than 11/4 inches(32 mm)and not more than 23/4 inches(70 mm). Edges shall Ln Q
mm)in height measured from the top of the threshold to the bottom of have a radius of not less than 0.01 inch (0.25 mm). a
the stop. Other doors shall not be required to comply with these
minimum dimensions. Egress doors shall be readily openable from Sheet No.
inside the dwelling without the use of a key or special knowledge or effort. A .
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BASEMENT EGRESS WINDOW WELL NOTES
R310.2.3 EMERGENCY EGRESS WINDOW WELLS
1. R310.2.3 Window Wells E
The horizontal area of the window well shall be not less than 9 square feet(0.9 m2),with a 10
n
horizontal projection and width of not less than 36 inches(914 mm).The area of the window 3'min projection 6"max encroachment
well shall allow the emergency escape and rescue opening to be fully opened.
Exception:The ladder or steps required by Section R310.2.3.1 shall be permitted to V)
encroach not more than 6 inches(152 mm)into the required dimensions of the window well. -12"min-� z
inside width Depth W < c7
2. R310.2.3.1 Ladder and Steps 36' If depth is greater C3co
Window wells with a vertical depth greater than 44 inches(1118 mm)shall be equipped with .':,<` min than 44",a ladder W to M GO
WINDOW WELL per R310.2.3.1 is --Permanently fixed It) U) M
a permanently affixed ladder or steps usable with the window in the fully open position. required ladder or steps 04 fn
Ladders or steps required by this section shall not be required to comply with Section �36'min� Q # L to
R311.7. Ladders or rungs shall have an inside width of not less than 12 inches(305 mm), <
shall project not less than 3 inches(76 mm)from the wall and shall be spaced not more than 18"ma d � `
18 inches(457 mm)on center vertically for the full height of the window well. T3"Min projection 2
3. R310.2.3.2 Drainage Thearea oI the window well shall 18" 4
allow the emergency escape and max
Window wells shall be designed for proper drainage by connecting to the building's rescue opening to be fully opened
foundation drainage system required by Section R405.1 or by an approved alternative 44"
method. max
Exception:A drainage system for window wells is not required where the foundation is on
'
well-drained soil or sand-gravel mixture sod Drain connected to foundation drainage
g s in accordance with the United Soil
system,approved alternate method or by
Classification System, Group I Soils, as detailed in Table R405.1. R310.2.3.2 Exception
R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS
_ N
tD 000
Operational from inside without key or ❑ Q ti
tool.Window opening control devices
shall comply with ASTM F2090 MIN HEIGHT/WIDTH FOR m
-------- ---------- EACH AREA CONDITION ttpj T 0
5.7SF@WWDOWSABV 5SF GRADE ROOK r m 0
GRADE BOOR OPENINGS OPENINGSORBELOWGRADE 3
45 Mn
ii;•: WIDTH HEIGHT WIDTH HEIGHT t t0 G)
20"min 24" I y, •;t in 20 41.1 20 36 rn
min height 21 39.1 21 34.3
width 22 37.3 22 323
23 35.7 23 31.3
24 34.2 24 30.0
25 32.9 25 28.8
_ 26 31.6 26 27.7
--_-------"-------- 27 30.4 27 26.7
DISTANCE TO ADJACENT E%TERIOR GRADE --- -- -----_ 28 29.3 28 25.7
e44"=Grade floor openings 44"max to 29 28.3 29 24.9
>44"=Above grade Floor openings Finish Floor i 30 27.4 1 30 1 24.0 00
31 26.5
HNISNFEODR _ 33 24.9 O
E%TERIDR GRADE 34 24.2
N
35 24.0
36 24.0
O
Width: 24" 37 24.0 The 24"min vertical O
38 24.o N O
MINIMUM OPENING DIMENSIONS min dimension controls
39 24.0 where shaded yellow � L(j
Dimensions are to the net clear opening - 40 24.o. r- O
(daylight) 20" ❑ r Or
ap=nmg s;re 1; „-tha-^•. Q } O
_�.Idtr;r�t�, .zd o.r;�t•, <, O Z c0
O
' Y �
� U o
o
a LO
a fn
Sheet No.
A3.1
of -
8