HomeMy WebLinkAbout48573-Z .'m TOWN OF SOUTHOLD
Ott 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 #: 48573 Date: 12/8/2022
Permission is hereby granted to:
ivinetto. Ralph
.. ...................
821 BowlingwnGreen Dr
_..__..__.......................... __ .....
Westbury/ NY 11590
_._... .� _ _m ........ �6 d
To: Construct additions and alterations to an existing single family dwelling as applied for.
At premises located at:
2595 Wells Ave, Southold
SCTM # 473889....................................................................
...............
.....------
....---
.................................................................
._...__..._�_�_
Sec/Block/Lot# 70.-4-17
Pursuant to application dated 10/5/2022 and approved by the Building Inspector..
To expire on _ ._6./8/2024,ww m
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $228.00
CO-RESIDENTIAL $50.00
.........--.....----.._..-_.-$278
Total: .00
.... .,�
Building Inspector
sQC a
r 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 littla ://WNNIW,SOLttIloidtow vi t . ',(,rv,.
u hR
Date Received
BUILDINGAPPLICATION FOR
For Office Use Only "
PERMIT NO, 3 gInspector:—J& V..��,u� 0d ,' 0
Building
Applications and forms must be filled out in their entirety. Incomplete E`,9G.Or-
applications will not be accepted. Where the Applicant is not the owner,an TOS'
Owner's Authorization form(Page 2)shall be completed.
Date: j $
OWNER(S)6FPROPERTY:
Name: -1000- 070 ` C3.4 - 017
0-0 6 ) e.
Project Address: 'L5a)5 welly venue,nye, � tJtbo)�
�-7 Y 1
Phone#: / L� l o� - 1 EmaI,v e7To �� V Fr29Zvni ; iV e�'
Mailing Address: 'ZrMS Wells Avenue Sou-t-WJ l toll
CONTACT PERSON: r
Name: J, A f ( V t q + �J e 2
Mailing Address:- ?glam' 1' oaf -S �+ e f O ° q
Phone# "! G) a 7 2-1 `� Email: —T V 0V IfV e- TTS --�' "� l' Zoe"' N
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address: ,
21 MVI-1-774cl
Phone#: 16
: Email: a . @ zJf1
CONTRA OR INFORMATION:
Name: C LJ SC� (ke- i�E� �o � �L1" Ii0e" N
Mailing Address: II N .� �- ��� JN
b R 4 !m a
Phone#: q � �� Email: �p2i(; SGI c1� G(1
X31 µ..
DESCRIPTION OF PROPOSED CONSTRUCTION
CIO
❑New Structure w A �
ddition ltes'ation ❑ Estimated Cost
Repair ❑Demolition f Project:
❑Other
Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? Dyes Rflo
1
PROPERTY INFORMATION
Existing use of property: Res I��Ace Intended use of property: r"&5i clerGp
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
12'_ 40 this property? ❑Yes>�No 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. 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 210.45 of the New York State Penal Law,
M
Application Submitted BY qnt name): ❑Authorized Agent W,61wner
name
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 indi dual signing contract) above named,
(S)he is the e 6J AlC2
(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 ., , 20 a?-
Notary Public
Kathleen Bruno
PROPERTY OWNER 4lotary Public, State of New York
No. 0I BR6343362
(Where the applicant is not the owner) Qualified in Nassau County !/
Commision Expires 06/06/20 T
i, residing at
do hereby authorize to apply on
MY- a the Town of Southold Building Department for approval as described herein..
"ner"sture Date
Print Owner's Name
2
0 Generated by REScheck-Web Software
N/* Compliance Certificate
Project Addition/Alteration @ 2595 Wells Avenue, Southold, NY
Energy Code: 2018 IECC
Location: Southold, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
2595 Wells Avenue Ralph Vivinetto james elberfeld
Southold, New York 11971 2595 Wells Avenue James Elberfeld RA AIA
Southold, NY 11971 21 arielle court
islandia,New York 11749
6318063488
arkij@optonline.net
Coral hao cep O,O%lBe tier Than Corfu: Maxtlr iuirvn dib. 24 YoudrUA4 MaX&Mrn SBfGa';°, 0.40 Your SIhNGCn 0.30
The l Better or worse Than Code Index reflects how those to co mupnOpzvuce the house rs based on code trade-off roes,
kt DOES Nor prove de an estirnate of energy use or cost re adve to a cv Wrruaruror-cocde honne.
SUraUf-trn... rade tradeoffs,airera I uc longer coin sudered �I a the UA or performance cezm phance path in RCESch eck, Each sO alb-tan grade
as ern Ny in the specified t.:gorrruate zone must, meet the ra*6rnurn energy code aero.=..,Oata olra R-vah.ae and depth uerpu4o erroen s.
Ceiling: Flat Ceiling or Scissor Truss 549 38.0 0.0 0.030 0.026 16 14
Wall: Wood Frame, 16" o.c. 56 19.0 0.0 0.060 0.060 3 3
Window:Vinyl Frame 11 0.250 0.320 3 4
SHGC: 0.30
Floor:All-Wood Joist/Truss 54 30.0 0.0 0.033 0.047 2 3
Compliance Statement. The proposed building design described here is consistent with the building plans, specifications,and other'
calculations submitted with the permit application.The proposed building has been designed to meet,the 2,018 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory re uirerrnents listed in the REST° .cis Inspection Checklist.
gWeTI?,t e Sunatu C1ate
Project Title: Addition/Alteration @ 2595 Wells Avenue, Southold, NY _..- ..mm Report04/13/22- m
�. a ort date:
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Compliance
ENERGY COMPLIANCE NOTES
1. All windows specified are listed and labeled as meeting AAMA/WDMA/CSA I I
101/I.S.2/A440 or has infiltration rates per NFRC 400.
2. All recessed lighting fixtures that penetrate the thermal envelope are IC rated and
Project addition/Alteration @ 2595 Wells Avenue, Southold, NY sealed at interior finish and labeled with less than or equal to 2.0 efm leakage @
9 !
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Energy Code: 2018 0ECC 75 Pa.
Location: Southold, New York 3. An automatic or gravity damper is provided at all air intakes or exhausts.
Construction Type: Sing9e-faiiy 4. Building envelope tightness is verified via visual inspection during the insulation f i
Project Type: Addition inspection. S
Climate Zone: 4 (572 HDD) 5. Window U-factors are in accordance NFRC 40.0 testing procedures. i
Permit Date:
Permit Number: 6. All insulation R-values are labeled and/or provided.
7. All floor insulation is installed as per manufacturer's instructions and in
Construction Site: Owner/Agent: Designer/Contractor: substantial contact with the underside of subfloor.
2595 Wells Avenue Ralph Vivinetto james elberfeld
Southold, New York 11971 2595 Wells Avenue James Elberfeld RA AIA 8. All wall insulation is installed as per manufacturer's instructions.
Southold, NY 11971 21 arielle court 9. All ceiling insulation is installed as per manufacturer'.s instructions.
6318 6 88 York 11749 10. All attic access panels that penetrate the thermal envelope are insulated with an �
6318063488 p p p
arkij@optonline.net "R-value" greater than or equal to the adjacent assembly.
11. These construction draw_ ings/documents demonstrate energy code compliance for
building envelope.
Compliance: 0.0%Better Than Code Maximum UA: 24 Your UA: 24 Maximum SHGC: 0.40 Your SHGC: 0.30
The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Slab-on-grade tradeoffs are no longer considered in the.UA or performance compliance path in REScheck. Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
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Envelope Assemblies
MvIty, dent.0 - a a -q. Pre0i. 0
Faistibr
R
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Ceiling: Flat Ceiling or Scissor Truss 549 38.0 0.0 0.030 0.026 16 14
I , II
Wall: Wood-Frame, 16" D.C. 56 19.0 0.0 0.060 0.060 3 3
Window:Vinyl Frame
11 0,250 0.320 3 4
SHGC: 0.30 I r
Floor:All-Wood joist/Truss 54 30.0 0.0 0.033 0.047 2 3
Compliance Statement, The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory requirements lis ed in the REScheck Inspection Checklist. o AMC,
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Project Title: Addition/Alteration @ 2595 Wells Avenue, Southold, NY Report date: 04/13/22
Page 1 of 1
Data filename:
•
a'
T AkE 301.4 " MIN.UNI.FORMLEY DISTRIBUTED LIVE LOADS ALLOWABLE DEFLECTION PRESUMPTIVE LOAD-BEARING VALUES.OF FQUN*DAJ10N ATEMALS
TABLE . OF STRUC71 URAL MEMBERS
i
USE LIME LOAD STRUCTURAL MEMBER ALLOWABLE LOAD—BEARING PRESSURE
DEFLECTION 'CLASS OF MATERIAL pounds per square foot)
EXTERIOR 'BALCONIES 60
RAFTERS HAYING SLOPE GREATER THAN L/160 Sandy gravel and,/or gravel (GW and GP) 3,000
DECKS 40 ;3/12 W/ NO FIN. CEILING ATTACHED Sand, silty sand clayey sand silty gravel and clayey graver. -
a a (SW, SP, SM, SC, GM and GC) 2,000
PASSENGER VEHICLE GARAGES 50 INTERIOR MALLS AND' PARTITIONS H/160 ;
be L 360 Clay, sandy clay, silty clay, clayey silt, silf and sandy silt
ATTICS WITHOUT STORAGE 10 FLOORS AND PLASTEREDr CEILINGS / (Cl, ML, MH and CH) 1,500a
A 1T1CS W1 STORAGE 20. ALL 4 THEIR STRUCTURAL ME4ERS - L/240
EXTERIOR WALLS'W/ PL4STER'OR -STUCCO H 360 M9�[G����PE�3��ED�®�IP�ES���E��������®��������� MINIMUM SPECIFIED
ROOMS OTHER THAN SLEEPING ROOMS 40 FINISH /
COMPRESSIVE STRENGTH-6(f's)
SLEEPING ROOMS 30 EXTERIOR WALLS—WIND LOADS UTi-i
BRITTLE FINISHES L/240 TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION Weathering potential
STAIRS 40 c Severe
d EXTERIOR WALLS—WIND LOADS. %tH L/120 Basement walls,. foundations and other concrete not.exposed to-the weather 2,500c
GUARDRAILS" AND HANDRAILS 260 FLEXIBLE FINISHES
` Basement slabs and interior slabs on grade, except garage floor scabs 2,500c
For SI: 1 pound per square foot = 0.0479 kN/m2, -
1 square inch = 645 mm2,1 pound =. 4.45 N. NOTE: L = span length, H = span height. Basement walls, foundation walls, exterior walls and other vertical. 3,000d
a. Elevated garage floors shall be capable of supporting a a. The wind load shall be permitted to be taken as 0.7 times concrete work exposed to the weather
2,000—pound load applied over a 20—square—inch area... the Component and Cladding loads for the purpose of Porches, carport slabs and steps exposed to the weather,
b. No storage With roof slo e not over 3 units in 12 uits. the determining deflection limits herein. 3,500d,e
g P and garage floor slabs* I
c. Individual'star. treads shall be designed for the uniformly
distributed live load or a 300—pound. concentrated load a. At 26 days psi. For Sk 1 pound. per square inch = 6.535 kP 1
acting over an area of 4 square inches, whichever produces I
t,. See Table RR301.2(1) for weathering potential.
the greater stresses. - I I �
d. A single concentrated-load applied'in any direction at.any point c. Concrete in these locations that may be subject to freezing and thawing during consLrlaction. I'
along the top. shall be air—entrained concrete in accordance with Footnote d.
e. Attics constructed with wood trusses shall be designed - d. Concrete shall be air entrained. Total air content (percent by volume of concrete)
in accordance with RB02.10.1. shall not be less than 5 percent or more than 7 percent.
f. See R502.2.1 for decks attached to exterior walls, e. See RR402.2 for minimum cement content.
STRAPPING & ANCHORING
AREA HOLr1DOWN USED 1 LENGTH NUMBER OF NAILS CAPACITY OF (VOTES
HOLDDOWN �v1
RIDGE SIMPSON-CS-20/24" MIN. LENGTH 3-10d 1005#/CONNECTION PER RAFTER
DORMER RIDGE SIMPSON C5-20/24"-RAIN. LENGTH 2-10d 1005#/CONNECTION PER RAFTER I'
EAVE SIMPSON H-2 ANCHOR 4-8d TO RAFTER 845#/CONNECTION PER RAFTER
8-8d TO STUD
2-3d TO PLATES ¢b q O
DORMER EAVE SIMPSON H-2 ANCHOR 4-8d TO RAFTER 845#/CONNECTION PER RAFTER o' 'vim LBO � ��j
- 8-8d TO STUD �'�j Q •'R�� i
2-8d TO PLATES �•�
CEILING TO 'MALL SIMPSON CS-20/3e MIN. LENGTH 26-8d 1005#/CONNECTION PER STUD �6j C-,
FLOOR TO FLOOR SIMPSON CS-20/3V FAIN. LENGTH 26-8d 1005#/CONNECTION PER STUD
'FLOOR TO FOUNDATION SIMPSON STHD14Rd 4150#/CONNECTION AT FOUNDATION CORNER5—
HOLDDO N ANCHOR 38-16d SINXER; FROM FDN.'WALL TO WOOD
CORNER POST C�
FOUNDATION TO SILL SIMSPON SSTs-16 PLACED. 120 #/FT.
16' MIN, LENGTH 4'-0' O.C. TA13I E 3-2 WFCM ., 6N
os
4NOTE: ALL STRAPING INDICATED MEETS OR EXCEEDS THE REQUIRMENTS-IN THE WOOD FRAME
CONSTRUCTION MANUAL ZOIS EDITION TABLE 3.4•POR RIDGE 'CONNECTIONS, TABLE 2.2 FOR -EAVE
CONNECTIONS, AND TABLE 3.2 FOR FOUNDATION CONNECTIONS.
*NOTE: ALL STRAPS BY 'SIMPSON STRONG—TIE' SHALL BE INSTALLED-AS PER-MANUFACTURER'S G•r••-w --
SPECIFICATIONS. ANY NEW, UPDATED OR CONFLICTING INFORMATION PROVIDED BY SIMPSON SHALL TAKE
PRESEDENCE OVER THIS SCHEDULE. Z/
4
IuaulNG scltl=louLe AIR BARRIER AND INSULATION INSTALLATION(11402.4.1.1).
- From Wood Frame Construction Manual
Reference Nu m er Number of —
Joint Description NaR Spacing
Table Common Nags Box Nails The components of the building thermal envelope as listed in Table R402.4.1.1 shall installed-in'.accordance with the manufacturer's instructions an&the criteria listed in Table R402.1.1,as
Root Framing
Rafter toTop Plate. Table 3 3A. 3-8d 3—led' Per rafter applicable to the method of construction.Where required b the code official,anti approved third party shall inspect all_components and verify compliance.
Ceiling Wst to Top Plate(toe-nailed) Table MA 3-8d 3-10d Per joist
COMPONENT • CRITERIA
Ceiling foist to parallel rafter(face-nailed) Table 3.7 S-16d Each lap 1
Ceiling joist laps overpartiticns Table S-16d Each lap Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope.Exterior thermal envelope contains a continuous air barrier.Breaks
Collar tie to rafters- Table3.4 3-8d 310a Per tie. or joints in the air barrier shall be sealed.Air-permeable insulation shall not bdused as a sealing material. .
Blacking to rafter(toe-nailed) 2-8d 2-10d Each end The air barrier in any dropped ceiling/soffit shall be' aligned with the insulation and any gaps in the air barrier sealed.Access openings,
Rim board to rafter(end-nailed) 2-16d 3-16d Each end Ceiling/attic
drop-down stairor neewall doors to unconditioned attic spaces shall be sealed. I `
Wall Framing' - I
Top plate to top plate(face-nailed) 2-16d(1) 2-16d(1) Per foot Corners and headers shall be insulated and the junction of the foundation and sill plate shall be sealed.The junction of the top plate
Top plates at intersections(face-nailed) 4-16d S-16d Joints each side Walls and top of exterior walls shall be sealed.Exterior thermal envelpe insulation for framed walls shall.be installed in substantial contact
Stud to Stud(face nailed) 2-16d 2-16d(1) 2W o.c. and continuous alignment with the air barrier.Knee walls shall be sealed,
Header to header(face-mailed) 16d 16d 16"o.c.along edges Windows,skylights and doors The space between window/door jambs and and framing and skylights and framing shall be sealed.
Top or bottom plate to stud(end-nailed) 2-16d 1-16d Per stud
Rim joists - Rim joists shall be insulated and incvde the air barrier.
Bottom plate to floor joist,end joist or blocking 2-16d(1,2) 2-16d(1,2) Perfaot
(face mailed) Floors(including atie-garage and Insulation shall be installed to maintain'permanent contact with underside of stabfloor decking.The air barrier sha)I be installed at any
Floor Framing cantilevered floors) ' exposed edge of insulation.
Joist to sill,top plate-or girder(toe nailed) 4-ad 4-10d Perjoist Wheretprovided in lieu of floor Crawlspace walls insulation,insulation shall be permanently attached to the crawlspace '
walls.Exposed earth in unvented 4. •O 440
s
Bridgingdo joist(toe-nailed) 2-8d 2-30d Each end BC
crawlspaces shall be covered with a Class 1 vapor retarder with overlapping joints taped.
Blocking tojoist(toe-nailed) 2-8d 2-10d Each end tiJ
Shafts,penetrations w 4 O
Blocking to sill or top plate(toe-nailed) 3-16d 4-16d Each end Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. ! v
teagerseripto beam Each d. Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled by insulation that on install readily conforms to the wt ►► ;ac en
3-16d 4-16d Narrow cavities i da?
Joist on ledger to beam(face-nailed) 3-8d 3-10d Each end available CBVIty Space.
Bandioisttojolst(end-nailed) 3-16d 4-16d. Each end Garage separation Air sealing shall be-provided between the garage and conditioned spaces. �.
Bandjo!sttosill oriop plate(toe-nailed) 2-16d(1) 3-16d Each end,.,t., Recessed lighting the dryw
K r
Recessed-light fixtures installed in the building thermal envelope shall be air tigh,IC rated,and ed to e all.
Roof Sheathing • Jam` Y {
6"edges,6"intermediate Butt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insu Ion that on installation readily conforms
Structural panels Table 3.8 ad 10d isupports Plumbing and wiring . M
. to available space shall extend.behind�piping and wiring. --- I � -
Diagonal board sheathing lx6,US 2-ad 2-10d I Persupport „.,• l
Diagonal board sheathing Jxlo(orwider) 3-ad 3dod Persupport Shower/tubon'exterior wall
Exterior walls adjacent to showers and tubs shall be insulated and the air.barrier installed separating them from the showers and tubs.
Cei)ingSheatiung
Gypsum wallboard 5d coolers 5d coolers - 7"edge/'10"field Electrical/phone box on ext.walls The air barrier shall be behind electrical or communication boxes or air sealed boxes shall be installed. !
Wall Sheathing '
6"edges,6"intermediate HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the subfloor or drywall.
Structural panels Table 3.9 ad led supports
Fireplace 1
Fiberboard panels 7/16" 6d 3"edge/W field P Ah air barrier shall be installed on fireplace walls.Foeeplaces shall have gasketed doors.
Fberbaard,panels 25/32 8d B"edge/6"field
Gypsum wallboard 7"edge/10"field
Sd coolers 5d coolers
.I ��/eTf�')� T.. •:evii�iT.`�. C.a' !F..'.��G-'. i'gL:.�c._ .. !.�•l1 ' ;^:.tT€LiG-r e gas, intermediate
Hardboard Table 3.9 8d ad ! . : r�e 6 rrterme late
Particle board(panels)
Table 3.9 8d ad su orts
Diagonal board sheathing US,lxa Per support 0�. ^>. !?tom' :S�P 8 I c _
z-8d Per j 1,00 7�
Diagonal board-sheathingWo(orwider) 3-ad' 3-10d Persupport
FloorSheathing --
1 !-i{..l 4..4U,A!Z:)71
Structural panels(1"or less) 8d 10d 6"edge,l2"-field
1�
Structural panels(greater than 1") 6"edge,12"field
led 16d i
Diagonal board sheathing 1x6,lx8 Persupport _ -- -�- --
2-8d 2-10d ""G%Si � 1 -Z(t GLC.._ G—cC l _ [�✓ ) mil C�.[.``� lz
Diagonal board sheathing Wo(or wider) Persupport
3-8d 3-10d l+c!L �5: �{=l!�-t?� t -=�LiB TO..T� a"rl �^��11�•
NOTES: I I ro
—. . %�_7=r�__-e— � .
(1)Nailing requirements are based upon wall sheathing mailed 6"oa at the panel edge.If wall sheathing is nailed at 3"o.c. ._ t'-T-�- I f1r"'t7%�G.S r�...C.�:;, '. „�Jl��r�fc'�"1 �. i 'r�',.f.��'!- I I •, __-__
tthe panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or -
alternate connector(such as shear plates)shall be used to maintain the load path- _
(2)When all sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be
reduced to 1-16d nail per foot. t3 ��1 3. •l..lal�.T�- '15yI•Q :.`sj 5�'- -__. .
13)Corrosion resistant 11 gaug8 roofing nails,16 ga.Staples are permitted as per NYS Ibtemational Building Code. y�T LA ST �,,. ��� � �` -
GENERAL NOTES & SPECIFICATIONS 20. All interior doors shall be Stain Grade, 6'-8"high x 1-3/8"thick x width (as noted
on plan) with appropriate hardware. All doors shall be finished as per owner. }
1. Contractor shall verify all conditions at the site prior to starting of work and shall 21. All ceramic and/or quarry tile finishes to be installed in accordance with the Tile
familiarize himself.with the intent of these plans make work agree with same. Council of America Handbook (latest edition).
2. Contractor or owner shall obtain a building permit from the local town or village 22. Owner shall select all finish colors and finishes.
prior to starting of any work. 23. All finishes (interior and exterior) shall match existing as close as possible).
3. Contractor shall obtain all required approvals (Permits, Certificates of Occupancy, 24• Patch as required all areas where existing construction has been removed and/or 111
Inspection Approvals, etc.) for work performed for agencies having jurisdiction . new construction abuts existing. Prior to removal of existing walls, beams, rafter,
thereof, as required. etc. contractor shall adequately brace existing construction as.required until
4. All work shall conform to the New York State Construction Code and all rules complete installation of new beam, wall, rafter, etc.
and regulations of the Town of Southold. 25. Contractor shall reroute as required all existing plumbing, electrical, air-
5. If, in the course of construction, a condition exists which disagrees with that as conditioning and/or heating lines which interfere with the installation of new
indicated on these plans, the contractor shall stop work and notify the architect. construction.
Shall he fail to follow this procedure and continue with the work, he shall assume 26. All electrical work shall be Board of Underwriter Approved and installed by a
all responsibility and liability arising therefrom. licensed electrician. Install as per owner's direction, any and all intercom,
6. All items removed during construction shall remain the owner's property with the computer, telephone and/or television cable wiring in walls prior to installation of
exception of debris, which shall be carted off site and legally disposed of. drywall. All temperature control wiring shall be run concealed in walls, floors
7. Contractor shall exercise good judgment in minimizing damage to existing areas and/or ceilings.
(including trees, lawn, shrubs, etc.) Areas damaged as a result of new construction 27. Modify existing heating system as required. All piping shall be installed and run
shall be restored to their original condition. All grading around new construction _ concealed in walls, floors and/or ceilings. Radiant baseboard elements shall be of
shall slope away from the residence and blend into existing. sufficient length in each room-for maintaining a 70 deg. F interior temperature at
8. All footings shall bear on undisturbed soil with a minimum of soil bearing 0 deg. F exterior with a 15 m.p.h. wind velocity. Heating contractor shall
capacity of 2 (two) tons per square foot and shall have minimum 3 (three) feet of determine if existing heating unit is capable of handling additional load.
cover. 28. Contractor shall determine whether the existing electrical service is sufficient to
9. All concrete shall be 3,500 p.s.i. concrete at 28 days. service the new addition and shall notify the owner accordingly.
10. Design Loads: First Floor- 40lbs./s.f. (live load), Sleeping Rooms - 301bs./sf(live 29. Plumber shall connect all new and relocated fixtures to the existing septic sysiem
load), Roof- 301bs./s.f. (live load), Decks - 401bs/sf(live load). in strict accordance with the New York State Construction Code.
11. Design Timber Stress: Hem-Fir Construction Grade (Fb = 1,000 p.s.i., E= 30. Carpeting shall be supplied and installed by the owner.
1,400,000 p.s.i.). Use Douglas Fir Larch No. 2 Grade (Fb= 1,250 p.s.i., E = 31. All moldings and trim shall be Stain Grade as selected by owner.
1,700,000 p.s.i.) where specifically noted on plan. 32. All windows shall be "400 Series" including Low E, double insulated glass
12. All headers shall be (2) 2" x 6" @ 2" x 4" stud walls and (3) 2" x 6" @ all 2" x 6" (unless noted otherwise on drawings), insect screen and extension jambs as
stud walls (unless otherwise noted). required and manufactured by Andersen Windowalls or equal.
13. Provide double joists under all partitions running parallel to floor framing around 33. Do not scale drawings. Written drawings supercede scaled dimensions. i E
all floor openings. 34. Existing conditions indicated are based upon field dimensions taken on March
14. All"pressure treated" lumber shall be Alkaline Copper Quaternary (ACQ) treated 27, 2022.
and fastened with stainless steel fasteners. 35. Architect has not been retained for on-site inspections and/or observations during 1
15..All lumber that is in direct contact with concrete or masonry shall be pressure construction. I1 �
treated. 36. Drawings and specifications as instruments and service are, and shall remain the
16. All structural steel shall be A-36 Steel (Fs=22,000 p.s.i.) and shall be installed as property of the architect whether or not the project for which they are made isIVA Q BrA,cy®t�"� '
executed or not. The are not to be used on an other projects or extensions to
per A.I.S.C. requirements. Y Y p j
17. All drywall shall be U.S.G. National Gypsum Co. 1/2"thick,taped and spackled 3 project except by agreement in writing and with appropriate compensation tot Z,
(three) coats (unless noted otherwise). architect.
18. All drywall scheduled to receive a ceramic tile finish shall be Durock Brand
Cement Board-USG Corp., Chicago, IL. Joint treatment materials and fasteners REFERENCE CODES: Ito
6�
as recommended by tile backer board manufacturer. 1
Residential Building Code of NYS 2020 �Fr N��
19. All drywall shall be primed and painted 2 (two) finish coats. b