HomeMy WebLinkAbout48901-Z ¢ �S�EFO[K oG Town of Southold 3/23/2023
y� P.O.Box 1179
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co 53095 Main Rd
11 ig!` y�j00' 0";� �
; Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43941 Date: 3/23/2023
THIS CERTIFIES that the building AS BUILT ALTERATION
Location of Property: 4200 Youngs Ave, Southold
SCTM#: 473889 Sec/Block/Lot: 55.-2-13
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
1/30/2023 pursuant to which Building Permit No. 48901 dated 2/13/2023
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
"as-built" bathroom alteration to existing single family dwelling as applied for.
The certificate is issued to Dgheim,Cynthia&Dgheim,Christina
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
th ize Si nature
TOWN OF SOUTHOLD
�o�gpFFDI,�cOGy BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o • SOUTHOLD NY
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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#: 48901 Date: 2/13/2023
Permission is hereby granted to:
Kraus, Robert
95 Kenilworth Dr W
Stanford, CT 06902
To: Legalize as-built bathroom alteration to existing single family dwelling as applied for.
Additional certification may be required.
At premises located at:
4200 Youngs Ave, Southold
SCTM #473889
Sec/Block/Lot# 55.-2-13
Pursuant to application dated 1/30/2023 and approved by the Building Inspector.
To expire on 8/14/2024.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $432.80
CO-ALTERATION TO DWELLING $50.00
Total: $482.80
Building Inspector
FIELD INSPECTION REPORT j DATE COMMENTS
FOUNDATION (1ST) 0 y
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FOUNDATION (2ND)
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STATE ENERGY CODE
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o��gOFFOI,��oo TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y� y= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
�y�o• �aol� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldto3 nm. oovv
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
i
PERMIT NO. d Building Inspector: JAN 3-0 2023
BUILDING DEPT.
Applications and forms must be filled out in their entirety.Incomplete, TOWNOF306fH&D
applications will not be accepted. Where the Applicant is not the owner,-an
Owner's Authorization form(Page 2)shall be completed.
Date:1/27/2023
OWNER(S)OF PROPERTY:
Name:Cynthia Dgheim SCTM#1000-
Project Address:4200 Youngs Ave, Southold NY 11971
Phone#:718-344-7136 Email:RealtorCyn@gmail.com
Mailing Address:4200 Youngs Ave, Southold NY 11971
CONTACT PERSON:
Name:Cynthia Dgheim
Mailing Address:4200 Youngs Ave, Southold NY 11971
Phone#:718-344-7136 Email:RealtorCyn@gmail.com
DESIGN PROFESSIONAL INFORMATION:
Name:Jeff A. Zahn
Mailing Address:215 Roanoke Ave. Riverhead NY 11901
Phone#:631-727-0544 TTM Jazcad@msn.com
CONTRACTOR INFORMATION:
Name:N/A
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CO STRUCTION
❑New Structure ❑Addition Alteration ❑Repair ❑Demolition, Estimated Cost of Project:
❑0th e'r Purchased house N 2021 with Renovated bathmom,failed n:Nal trapecdon because bathmom.did not have permit I $N/A -ZERO
Will the lot be re-graded? ❑Yes W No Will excess fill be removed from premises? ❑Yes ®No
1
PROPERTY INFORMATION
Existing use of property:Residential Intended use of property:Residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
Southold - this property? ❑Yes ®No IF YES, PROVIDE A COPY.
8 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 Cade. APPLICATION 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 as a Class A misdemeanor pursuant to Section 220.45 of the New York State Penal Law.
Cynthia dgheim
Application Submitted By(print name): ❑Authorized Agent BOwner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signingcontract)above named,
(S)he is theQ�--
(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 application file therewith.
Sworn before me this
day of U2Dt.fi 20 /
Notary Public
LISA)I-SYPA
PROPERTY OWNER AUTHORIZATION Notary Public,State of New York
(Where the applicant is not the owner) No.01SY6168200
Qualified in Kings CountV
W Commission Expires
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
•
HOUSING CODE INSPECTION
June 6, 1977
4200 Youngs Avenue R-1
Southold, N.Y.
Tax Roll: John Bogovic & wf.
Unoccupied
Upon reciept of an application for a Pre-Existing Certificate
of Occupancy, I made an inspection of this two-story wood framed
dwelling. I was admitted to building by Mrs. Ruben who accompanied
me during this inspection that began at approximately 10:30 A.M.
The building contains two separate living units. This vio-
lates Zoning Ordinance, Chapter 100, Article III, Section 100-30
that permits one-family dwellings per each lot in an "A" Residential
District.
The �'f ixst floor consists of a secondary single living unit on
north side of- building. This unit is accessible from northeast
entrance to an enclosed porch. Porch has a storage closet on the
north end_._ This .unit contains+ a kitchen, a full bathroom, living
room and'-, bedrooml Clo° setin- bedroom was constructed on wall that
partitions this room from front entry hallway. Passage doorway
to hall is in closet.
Main living unit includes a kitchen, half bathroom, living
room with side entry from a roofed-over open porch and front entry
hallway _on balance of first floor. ,Second floors contains f'our'
our
(-bedrooms:)and a full bathroom accessible-by-stairway_located -in
`hallway--of first floor. Heat is furnished to all rooms on first
and second floors from an oil-fired hot water furnace located in
full cellar of building's poured concrete foundation. Accessory
building in rear yard is a wood framed three-car garage.
The following violations of the Housing Code, Chapter 52,
Town of Southold, New York, were found:
SECONDARY LIVING UNIT
Ceiling Fixture - closet off porch, porcelain fixture,
metal socket requires porcelain insulator, Article V,
Section 52-56 A 1.
Cooking range - gas, no shut off valve at unit, Article V,
io
Sectn 52-52 B 2.
Bathroom - (formerly closet) ceiling contains grilled
ope�n g no fan for mechanical ventilation, Article II,
Section 52-26 4 B.
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FEE 'S BY:
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FOLLOWING INSPECTIONS:
1l..! t_.l S A 11 .1 i,.A1 !0 1. FOUNDATION-TWO REQUIRED
(I?A I LRDAG' F,h1II• ETE
2. ROUGH-FRAMING&FOR POURED RPLUMBING
3. INSULATION
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4. FINAL-CONSTRUCTION MUS
BE COMPLETE FOR C.O.
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REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
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DESIGN OR CONSTRUCTON ERRORS
MAINTAIN EX15TINO OC
BATHROOM 7'-5" x b'-3"
CUPANCY OR
j 1 IRRE6. APPROX. 415F
USE IS UNLAWFUL y
WITHOUT CERTIFICATEa �
OCCUPANCY
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CJ W YORK STIATE & OWN CODES
.. . ALL CODES OF
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SOLDER USED IN WATER
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INFORMATION PROVIDED BY OTHERS FOR REFERENCE ONLY. 5EE 516NED AND 5EALED SURVEY
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NO. ISSUANCE REVISION NO. � DATE
T-I TITLE SHEET, GENERAL NOTES AND PLOT PLAN OI-27-23
A-1 SGHEDULES, NOTES DETAILS 0I-27-23
A-2 FIRST FLOOR PLAN, ENLARGED BATH PLAN PLUMBING R15ER DIAGRAM 0I-27-23
5GTM# 1000-055.00-02 .00- 3.000
TABLE 3.1
FA5TENER 5GHEDULE FOR 5TUCTURAL MEM5E25
JOINT NUMBER AND TYPE OF F A M N C N O TE 5 SIMPSON LSTA 30-18GA.
G T O FASTENER NAIL SPACING
ROOF FRAMING 2" x 8" RR Q 16" O.G. RIDGE STRAPS AT EA.
Rafter to Top Plate RAFTER.(Toe-railed) 3-8d per rafter I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUGLAS FIR-LARCH
Goilincl Joist to Top Plate (Toe-nailed) 3-8d per joist STRUCTURAL GRADE NO. 2 OR BETTER. OOFING OR
Geilin Joist to Parallel Rofter (Face-nailed 4-16d each la 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE GGA TREATED LUMBER.
Goilincl Joist Las over Partitions (Face-nailed) 4-16d each lop 3. ALL SHEATHING TO BE AP.A. RATED, EXPOSURE I, 1/2" MIN. THICKNESS. I" MIN. AIR SPACE
Gollor Tie to Rafter (Face--nailed) 4-8d per tie PERIMETER PANELS AT EDGE OF ROOF $ WALL GORNERS TO BE NAILED @ 4 O. AB2"x4" COLLAR TIES ATOVE INSUL. I6" O.G. �" DOWN
Blockin to Rafter (Toe-nailed) 2-8d each end ALONG EDGES 8 6" O.G. IN FIELD W/ SOLID BLKG. UNDER ALL SEAMS.
Rim Board to Rafter (End-nailed) 2-16d each end 4. USE SOLID BLOGKING OR X- BRAGING BETWEEN ALL JOISTS (P 8'-O" MAX. SPAGI BETWEEN RIDGE AND /�
WALL FRAMING 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS 8 PARALLEL PARTITIONS. GEILING JOISTS. e9C�G'C� Lao MNHO LaoDa.
To Plate to To Plate Fcce-nailed 2-Ibd' per foot 6. ALL FLUSH WD. CONNECTIONS TO BE FASTENED W/ RATED GALV. METAL L°.MI D4FOQ
Top Plate at Intersections (Toe-nailed) I joints - each side GONNEGTORS BY SIMPSON (OR EQUAL).
Stud to Stud Face-nailed 16d 24" o.c. + + + +
Header to Header (Face-nailed) 2-16d 16" o.c. oloncl ed es LAG BOLT NAILER W/ (2) + + + + 2 15 R Ls1K0O C3CE &WEER UE
G3��'ICG3C1L�LaDD9 GTI 99J09
Top or Bottom Plate to Stud End-Walled3/8"(P x 4 1/2" BOLTS 9 32" O.G.
) 2-16d per 2x4 stud GLAZING NOT 5^
3-Ibd per 2x6 stud
4-16cl per 2x8 stud
Bottom Plate to Floor Joist,Band'oist,End oist or Bbckin (Face-nailed) 2-16cl per foot WINDOWS / SL. GL. DOORS AS MANUF. BY MARVIN, INTEGRITY W/ TYP. EXT. --- TECO EA. R.R. TO 2"x8" NAILER
FLOOR FRAMING INSUL. GLASS, IMPAGT RESISTANT $ DESIGN PRESSURE RATED AS REO'D WALL (2"x4"
Joist to Sill, Top Plate or birder (Toe-nailed) 4-8d _per joist BY CODE OR USE: STRUCTURAL PANELS FOR STORM PROTECTION- IN ATTIC
Brldcling to Joist (Toe-nailed) 2-8d each end PROVIDE PREGUT, PREDRILLED PLYWOOD, 7/16" THICK. SPACES) ---
Blockingto Joist (Toe-nailed) 2-8d each end INCLUDE ATTACHMENT HARDWARE: i�
Blockin to Sill or To Plate Toe-nailed) - each block 2 1/2" NO.8 WD. SGREWS (P I6" O.G. F/ SPANS UP TO 6 FEET, ��
Led er Stri to Beam Face-nailed) 3-16d each oist AND @ 12" O.G. F/ SPANS BETWEEN 6 $ 8 FEET.
Joist on Ledger i5 Beam Toe-nailed) 3-8d er oist BUILDER TO VERIFY 4 CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS �' 2c3� (�\�`
Band Joist to Joist End-nailed 3-16d er oist WITH OWNER.
,a
Band Joist to Sill or To Plate (Toe-nailed 2-16d' per joist z
ROOF 5HEATHING OPTION: PROV. 1"x4" PICTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH STRUGT.
PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLASTIC INSERTS TO PROTECT
Structural Panels 8d 6" ed e / 6" field FROM WEATHER, ETC. (VERIFY DETAILS)
Dia onal Board Sheathin
1"x6" or I"x8" 2-8d er su ort MAINTAIN I" CLEAR �W
I"x10" or wider Ipor support FOR VENTILATION.
CEILING 5HEATHING NOTCH RR F/
G sum Wallboard 5d coolers 7" ed e / 10" field
CLIMATICWALL 5HEATHING GEOGRAPHIC SHEATHING
� TECO �
- EA. JST. 2- 51MPSON "H2"
Structural Panels 8d 6" ed e / 12" field � I �N CRITERIA:
I �� I �> CONNECTORS � 16" O.G.
Fiberboard Panels
x/16"5/5 6d 3" ed e /b" field (ONE EACH SIDE) 1�3 00
25/32" 8d 3" ed e / 6" field 2"x6" �'Jv
AMERI GAN FOREST AND PAPER ASSOG I ATI ON (AF 4 PA) INSUL, '
H sum Wallboard 5d coolers (9 ed l / 10" field WOOD FRAME GONSTRUGTION MANUAL FOR G.J. 01-2�1-23 ISSUED FOR PERMITS
Hardboard 8d 6" ed e / 12" field
Particleboard Panels 8d 6" ed e / 12" field ONE AND TWO- FAMILY DWELLINOS. (2001 EDITION)
DiocIonol Board 5hoothincl
1"x6' or I TYP. ROOF. TIES: ! i
"x8" 2-8d per su ort
I"xIO" or wider 3-8d per supl2ort SIMPSON "H7"
FLOOR 5HEATHING GROUND SNOW LOAD 20 PSF GONNEGTORS @ 16" O.G. U.N.O. �I
Structural Panels WIND 5PEED : 5OUTHOLD 130 MPH (3 SECOND GUST)
I" or less 8d 6" edcle / 6field
6"
reater than I" IOd 6" edge field
WIND C7
EXPOSURE GATE0RY B ( SUBURBAN, SEMI-WOODED)
/ "
Diagonal Board SheathingSEISMIC DESIGN CATEGORY G
I"x6" or I"x8" - per suppor
I xIO or wider 3-8d per support WEATHERING AREA SEVERE -10
U.N.O.
ROOF SHINGLES ICE SHIELD YES
Ealy. stl., min. 12o. shank w/ a min. 3/8" dio. head. fastener shall penetrate FROST LINE DEPTH
Asphalt roof shingles through the roofing materials and a min. of 3/4" into roof sheathinand shall
roofing manufacturer and provide no less than 4 fasteners per 5tri2 shin le. TERMITE AREA MODERATE TO HEAVY
Nailing requirements are based on wall sheathing nailed 6" on center at the panel edge. if wall sheathing is nailed DECAY AREA SLIGHT TO MODERATE
3" on center of the panel edge to obtain higher shear capacities, Walling requirements for structural members
shall be doubled, or alternate connectors, such as shear plates shall be used to maintain the load path. WINTER DESIGN TEMP II
2 When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to be
reduced to 1-16d nail per foot.
DOUBLE TOP PLATE
NOTE: ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE REFERENCE N �� HEADER
REQUIREMENTS OF THE TOWN OF SOUTHOLD AND THE FOLLOWING: GODE
THIS APPLIGATION/ PROJECT WILL CONFORM TO THE 2020 RESIDENTIAL (3 z -FULL HEIGHT
CODE OF NEW YORK STATE R308 Glazing at hazardous locations shall have glazing protection in conformance with r308. In general,glazing in -_ STUD
all doors and fixed side panels,6lazings less than 60"above surfaces of tubs showers,etc.Glazing within 24"
ENGINEERED STRUGTURAL COMPONENTS AS PER ASCE 7-10 arc of doors in closed position with sills less than 60"above floor.Glazings over q square feet and less than 18"
0
above finished floor.Glazing near stairways/landings.See complete text of R30,54.Glazing for specifics on 1-41 x 18 GAUGE HEADER TO STUD:
GODS COMPLIANCE: locations and exceptions. STEEL GOLIED JA K UD BY SIMPSON LSTA21 CONNECTOR
THESE PLANS HAVE BEEN PREPARED UNDER THE 2020 RESIDENTIAL CODE OF NEW TYP. FLOOR STRAP NO. G518 W/ 16-I0D FASTENERS
LISTED DESIGN PROFESSIONAL AND IN GOMPLIANGE
YORK STATE. ALL DETAILS AND INFORMATION HEREIN IS CERTIFIED BY THE 8308.6 Skylights and sloped glazing shall comply with this section and have fully tempered glazing.
floor surfaces shall be sloped to facilitaty� BY SIMPSON
WITH THE FOLLOWING: JOIST i UNDER JOIST(12"
8501 Garage opening protection and separation required to be as noted and in conformance with R30q. Garage F END LENGTH) 16" WINDOW SILL
I. 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY HOUSES e the movement of liquids to drain toward the main vehicle entry PLATE
2. 2020 NYS UNIFORM CODE SUPPLEMENT doorway. O.G.
3. 2020 IEGG BOX BEAM.
4. ENGINEERED STRUCTURAL COMPONENTS PER ASCE 7-10 STUD TO PLATE:
8310.1.1 All emergency escape and rescue openings shall have a minimum net clear opening of 5.l square feet. MATCH FJ SIMPSON HDU5 UPLIFT
5. WOOD FRAME C-ONSTRUGTION MANUAL 2018 EDITION FOR ONE AND TWO STORY 24"minimum clear opening height,20"minimum clear opening width,44"max still height.
FAMILY DWELLIlNGS
THERE SHALL BE NO DEVIATION IN CONSTRUCTION PRACTICE FROM THE FINAL, INSTALLED STAIRWAYS,HANDRAILS,GUARDS SHALL BE INSTALLED IN FULL CONFORMANCE WITH THEIR CONNECTOR W/ " DIA.
REQUIREMENTS OF -FHESE DOCUMENTS. RESPECTIVETYPICAL AT CORNERS
GODE SECTIONS.ARGHITEGT I5 NOT RESPONSIBLE FOR THESE INSTALLATIONS. OF BUILDING AND ER O v 1
AT
ht BOTTOPLATE ENDS OF SHEARWALLS.
8314 Stairways shall not be less than 36 inches in clear width at all points above the permitted handrail height M J
MATERIALS SHOWN AND SPECIFIED ON THESE PLANS HAVE BEEN CHOSEN BASED q
ON PERFORMANCE DATA AND MANUFACTURERS RECOMMENDATIONS. AND and below the required headroom height.Handrails shall not project more than 4.5 inches on either sideof the
SUBSTITUTIONS WILL BECOME THE BURDEN AND REASONABILITY OF THE stairway and the minimum clear width of the stairway at and below the handrail height, including treads and Q W
CONTRACTOR TO VALIDATE THE GOMPLIANGE WITH CODES AND TESTING landings,shall not be less than 31.5 inches where a handrail is installed on one side and 21 inches where handrails Q, Q
PROCEDURES, INGLUDING THE PRODUCTION OF ANSI TEST RESULTS , AAMA TEST are provided on both sides.The maximum riser height shall be 8.25" and the minimum tread depth shall be q" in
RESULTS, ETG. conformance with R314.2.Minimum headroom 6-8'.All stairs shall be provided with illumination in accordance with
Section R303.4.Enclosed accessible space under stairs shall have walls,under stair surface and any soffits O
r--i
protected on the enclosed side with I/2-inch gypsum board. � � Ala
8315.1 Handrails having a minimum and maximum heights of 34 inches and 38 inches,respectively,measured
N A�� N O T E vertically from the nosing of the treads shall be provided on at least one side of stairways.All required �
handrails shall be continuous the full length of the stairs with two or more risers from a point directly above the O Uc) � Q
top riser of a flight to a point directly above the lowest riser of the flight.Ends shall be returned or shall
terminate in newel posts or safety terminals.Handrails adjacent to a wall shall have a spce of not less than 1.5 E-4 a O
I. All electric work shall comply with the National Electrice Code. Electrician shall obtain fire underwriters inches (38mm)between the wall and the handrail.The handgrip portion of handrails shall have a circular cross
certificate for all electric work and shall submit to owner. Provide all outlets and junction boxes required section of I-1/4 inches minimum to 2-5/8 inches maximum.Edge radius of i/8". x W O z
for all appliances,pumps,equipment,etc.Contractor shall review service requirements,all lighting,outlets, W W O
fixtures,phone jacks,T.V.ca831
cable jacks,etc.with owner as required for the full installation and satisfaction 6.1 Guarda s are to be minimum of 36 inches 014mm) in height. Open sides of stairs with a total rise of more a C
of owners requirements and code compliance and shall provide some. Architect is not responsible for than 30 inches above the floor or grade below shall have guards (each side)not less than 34 inches in height
electrical designs for this project in any capacity. measured vertically from the nosing of the treads.(Second story guards are recommended to be higher.) TYP. FND. TIES: Q r}+
2. All plumbing work shall comply with the National Plumbing Code and all local codes. Gontractor shall SIMPSON "HDU5" Q+
ed to fixtures,trim, R311.1 Single and multiple-station smoke alarms shall be installed in each sleeping room,outside of each separate TYP. ANCHOR BOLT:
review with the owner the requirements for plumbing installations including but not limit
accessories,etc.and requirements for water service and domestic hot water. Architect is not responsible sleeping area in the immediate vicinity of the bedroom,on each additional story of the dwelling,including CONNECTOR W/ (2) 8 5/8"DIA, 48" O.G. U
for any plumbing systems in any capacity. Contractor shall provide sanitary system in accordance with the basements.The alarm devices shall be interconnected in such a manner that the activation of one alarm will DIA. THRU BOLTS. COORDINATE PLACEMENT
owners approved site plan and shall coordinate all Inspections required for approval of same. And activate all of the alarms in the individual unit.The alarm shall be clear) audible in all bedrooms over backround W/HOLD DOWN BOLTS. VERIFY o`a
pp p p q pp y (TYPICAL AT CORNERS
surveys indicating final tank locations shall be by owners surveyor. Contractor shall provide surveyor with noise levels with all intervening doors closed.All smoke alarms shall be listed and Installed in accordance with OF BUILDING AND AT BOLT TYPE,EMBEDMENT,REBAR
information as required. the provisions of this code and the household fireworning equipment provisions of NFPA12. ENDS OF SHEARWALLS) ETC. BEFORE CONSTRUCTION V
3. All H.V.A.G. work shall comply with Article 10 of the N.Y.S. Uniform Fire Prevention and Building Code and 13 EJ
Energy Code. Contractor shall review all mechanical systems with owner for type of system to be provided R31G.1.2 Wall and ceiling finishes not including trim,door,and window frames shall have aflame-spread -
(I.E.oil,gas,or electric hot water or air,etc.) including air conditioning requirements. Architect is not classification of not greater than 200.Hall and ceiling finishes shall have asmoke-developed index of not ° z_
responsible for heating or air conditioning systems in any capacity. greater than 450. EXI L R - EXIST. FLOOR _ 11
°
4. Owner shall obtain any and all required permits prior to allowing contractors to proceed with any of 8322. A vapor retarder shall be Installed on the warm-in-winter side of insulation. JOIST
I T- O �
the work. RIOOH Masonry chimneys shall be constructed,anchored,supported,and reinforced as required 1n this chapter
S. All site work including sanitary system,utilities,easements. setbacks,elevations,drainage,retaining and the applicable provisions of Chapters 3,4,and 6 with applicable clearances to combustibles and I-4" x 18 GAUGE STEEL I-4 x 18 GAUGE STEEL
" a
walls,etc.shall be in accordance
with a site plan prepared by the owners surveyor. The Architect is not firestopping. COLIED STRAP WRAPPED COLIED STRAP WRAPPED
responsible for site designs of any type in any capacity. 1�` / UNDER SILL AND OVER j UNDER SILL AND OVER
6. All work shall be performed by licensed contractors whom are experienced with the type of work being 8801.1 Attic access.An attic access opening shall be provided to attic areas that exceed 30 square feet and t EACH STUD W/ 12" MIN. q
have a vertical height of 30 inches or greater.The rough-framed o eninh shall not be less than 22 inches by 30 EACH STUD W/ 12" MIN. [°pQOe���'4#0 23-OOq
performed. All contractors shall maintain liability insurance and workers compensation insurance in g gp ' STUD BEARING. NO. G518
inches and shall be located in a hallway or other readily accessible location.A 30-inch minimum unobstructed STUD BEARING. NO. GS18
connection with all work being performed in project. y y
1. All materials,systems,equipment,fixtures,etc.shall be installed in strict compliance with the headroom in the attic space shall be provided at some point above the BY SIMPSON access opening.See Section M1305.1.3 BY SIMPSON
manufacturers written specif(cotlons and installation Instructions including all clearances for service,etc. for access requirements where mechanical equipment is located in attic. -
R-30 INSUL-/ R-30 IN L. ^_I "
8. All contractors shall warrant their work in writing to the owner for a minimum period of two years. W/ VAPOR BARRIER UP W/ VAPOR BARRIER UP (5'L° ��d�o PROJECTS-23-OOq
q. The Architect shall not have control or charge of and shall not be responsible for construction means, R808.1 Combustible insulation shall be separated a minimum of 3 inches from recessed lighting fixtures,fan motors,
methods,techniques,sequences,or procedures,or :or safety programs in connection with the work or for and other heat-producing devices or separated in accordance with the conditions stipulated in the fixtures listing. FOUNDATION a� _ z_ • •• z
Recessed lighting Installed in the building thermal envelope shall meet the requirements of Section NIIOI.3. WALL
acts or omissions of the contractor,subcontractors or any person performing any of the work,or for the 9 9 9 p q FOUNDATION
failure of any of them to carry out the work in accordance with the intent of the contract documents in that G GRADE WALL GRADE
said responsibilty 15 the sole responsibility of the contractor. DE5I C N LOAb5:
10. All exterior doors,roofing shingles,trim,siding,etc. shall be reviewed and approved by owner. PITCH FINAL GRADE
II. All interior finishes including but not limited to walls,flooring,tile,etc. shall be reviewed with and PITCH FINAL GRADE
approved by owner. LIME DEAD
AWAY FROM WALLS TYP. " ° AWAY FROM WALLS TYP.
12. All miscellaneous Interior items including but not limited to doors,trim,fireplaces. closet shelving, kitchen
cabinets,shelving.hardware,etc. shall be reviewed with and approved by owner. 20 10 ROOF • SNOW LOAD:
•
13. Dere existing walls,posts etc. are removed it Is the responsibility of the contractor to provide PER :12 PITCH40 10 DECKS / PORCHES
temporary support,shoring,bracing,etc. as required.
40 10 ROOMS OTHER THAN SLEEPING ROOMS
30 10 SLEEPING ROOMS
20 10 ATTIGS WITH STORAGE
10 10 ATTIGS WITHOUT STORAGE
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NEW 2X4 HOOD FRAMED HALLS® 16"O.G.
H/ GYP.HALL BOARD EA.51DE ON
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