HomeMy WebLinkAbout38211-Z '! Town of Southold Annex 1/16/2015
P.O.Box 1179
54375 Main Road
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 37387 Date: 1/16/2015
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property: 150 Main St(aka 1004 Main St), Greenport,
SCTM#: 473889 Sec/Block/Lot: 41.4-13
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
7/22/2013 pursuant to which Building Permit No. 38211 dated 7/26/2013
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:
DORMER ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Doucett,Philip&Doucett,Ece
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 38211 01-13-2015
PLUMBERS CERTIFICATION DATED ZIP
V- 7r�
t rize4 Signa re
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
qwpSOUTHOLD, 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#: 38211 Date: 7/26/2013
Permission is hereby granted to:
Doucett, Philip & Doucett, Ece
150 Main St
Greenport, NY 11944
To: construct a dormer addition to an existing single family dwelling as applied for
At premises located at:
150 Main St, Greenport
SCTM #473889
Sec/Block/Lot#41.-1-13
Pursuant to application dated 7/22/2013 and approved by the Building Inspector.
To expire on 1/25/2015.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $230.00
CO -ADDITION TO DWELLING $50.00
Total: $280.00
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
Date. V--a a-/3
New Construction: Old or Pre-existing Building: (check one
)
Location
Location of Property: )�"D kmin n Gfy� 11002�
House No. Street Hamlet
Owner or Owners of Property: -'D 4)C.
Suffolk County Tax Map No 1000,Section Block Lot
Subdivision Filed Map. Lot:
Permit No. 2)ona �1 Date of Permit. 7- Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for. Temporary Certificate Final Certificate: (check one)
Fee Submitted:$ 7 0
ApphcanSi a e
�o,*pF SOUryolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G Q roger.riche rt(Cb-town.Southold.ny.us
Southold,NY 11971-0959
�y00UNTy,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Philip Doucett
Address: 150 Main St (1004) City: Greenport St: NY Zip: 11944
Building Permit#: 38211 Section: 41 Block: 1 Lot: 13
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: home owner DBA: License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor 1st Floor Pool
New Renovation 2nd Floor X Hot Tub
Addition X Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures 1 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors 1
Main Panel A/C Condenser Single Recpt Recessed Fixtures 7 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks
Disconnect Switches 8 Twist Lock Exit Fixtures TVSS
Other Equipment: 2-paddle fans, 1-exhaust fan
Notes:
Inspector Signature: � Date: Jan 13 2015
81-Cert Electrical Compliance Form.xls
hO,*pF SOUryolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road 41 Fax(631)765-9502
P.O.Box 1179 G.2 •
Southold,NY 11971-0959 Q
C4UNT`I,�
[T=15S r5-
BUILDING DEPARTMENT
! TOWN OF SOUTHOLD
DEC 15 2014 LH 11
CERTIFICATION
Date: ZArAV
zq
Building Permit No. )0 z
Owner: /IU62
(Please print)
/�
Plumber: Sed TP ��/��C�(
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
-7z�e(Plumbers Signature)
Sworn to before me this
day ofd C ZA, 20_1_q_
„() CONNIE� BUNCH��,�.►--p /��,'X�\ Notary Public,State of New`ford
No.01 BU6185 35C
Qualified in Suffolk Cv'',:v
C Commission Expires A!arii
TOWN OF SOUTROLD BUILDING DEPT.
765.1802
INSPEC 'ON
[ ] FO DATION 7ST [ ROUGN PLUMBING
[ ] OUNDATION 2ND [ ] INSULATION
[ FRAMING /STRAPPING [ ] FINAI.
[ ] FIREPLACE 8. CHIMNEY [ ] FIRE SAFETY INSPECTION
[ 1 RRE RESsrnnr ooNsmuCnON [ ] FIRE nESIs'rarr PENETRATION
I 1
ELECTRICAL (noucN) C 1 ELECTRICAL IFlwul
[ ) CODE VIOLATION [ ] CAULKING
REMARKS:
DATE 10 INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST ] UGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING / STRAPPING [ ] FINAL
j [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] RM RESISTANT CONSTRlJC WN [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ICAL(FINAL)
[ ] CODE VIOLATION [ CAULKING
REMARKS:
DATE INSPECTOR
TOWN OF SOUTNOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] RO H PLUMBING
[ ] FOUNDATION 2ND [ ] 1 ULATION
[ ] FRAMING/STRAPPING [ FINAL
I l
FIREPLACE & CHIMNEY [ 1 FIRE SAFETY INSPECTION
[ ] RRE REsWnrrt Flee nESsrart Po+EErnuunoN
C 1
ELECTRICAL (kouGN) I 1 ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
12
DATE �L y � INSPECTOR
i
f4f so
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) Z ELECTRICAL(FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE 1 1 INSPECTOR
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" TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL:(631)765-1802 Planning Board approval
FAX:(631)765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined14,20_L5 Storm-Water Assessment Form
//� Contact:
Approved 20 lJ Mail to: h
Disapproved a/c
Phone:
Fxniration 20 I
J Building Inspector
1
�
2013
APPLICATION FOR BUILDING PERMIT Zt i .- ,
Date a 20
INSTRUCTIONS
BLDG.DEFT
bDation MUST pe completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of pans,accurate proTph to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinasee of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or
Regulatiens,for ftftormuction of buildings,additions,or alterations or for removal or demolition as herein described.The
applicant agrees ton eeWy with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on pr ernises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
Name of owner of premises 19K41. '�d 0 C tT T
(As on the tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land onhich propos d work will be done:
s o in r ru�C�
House Nuthber Street 'Hamlet
County Tax Map No. 1000 Section Block ( Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended a and occupancy of proposed construction:
a. Existing use and occupancy C-1 fI1Ci l'L W1i hitt r -e'kj&r'-C.-_
b. Intended use and occupancy � t w r.L�C V caLO✓/G�.Q�'
3. Nature of work(check which applicable):New Building Addition_,kAlteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost-L2:-S" Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units Number of dwelling units on each floor
If garage,number of cars
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
7. Dimensions of existing structures,if any:Front taRear j Depth t
Height o'Z3�-10 Number of Stories I 2
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
� / 4
8. Dimensions of entire new construction:Front Rear Depth -fo
Height '?�-i5" Number of Stories
L
9. Size of lot:Front I 1& +1 Rear L (-1 4- Depth SZ1Vj
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated
12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO-ye
13.Will lot be re-graded?YES_NO-,XWill excess fill be removed from premises?YES_NO_,)C
14.Names of Owner of pr 'ses DOUG L Address6ff¢-(ih.PO 94- Phone No.
Name of Architect b Address Phone No
Name of Contractor U Address A f"Qyr- Phone No.
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO,'><C
*IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED.
b.Is this property within 300 feet of a tidal wetland?*YES NO�
*IF YES,D.E.C.PERMITS MAY BE REQUIRED.
16.Provide survey,to scale,with accurate foundation plan a4idd distances toroperty lines.
17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18.Are there any covenants and restrictions with respect to this property?*YES NO--X
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK) CONNIE D.BUNCH
SS: Notary Public,State of New York
COUNTY OF No.01050
Suffolk
�
Qualified in Suffolppk Cou�ty_�„�
being duly sworn,deposes and QydTll>Bt }�i1111C�n 2ww
(Name of individual s going con ct)above named,
(S)He is the T)Q 5 L&A.A t'
(Contractor,Agent,Co rate 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 knowledge and belief;and that the work will be
performed in the manner set forth in the application filed therewith.
Swom to before me th's
_day of 20_[-�
M PN 6i
J
Notary Public Signa of is t
Town of Southold - Chapter 236 - Stormwater Management
SWPPP - Storm Water Pollution Prevention Plan Assessment Form
GENERAL INFORMATION: (All Requested Information is Required for a Complete Application)
APPLIC NAIVE: Owensr-ApsM contractor or Other(Circle Inst Property OWNER(SDifferent then�PVNcant)
t9L Vt tt✓�W, 0 t".�G�1"
Address: I Address•CTLI k4
A,
N
Telephansti-. C/_ Fax Telephoner: ax#:
E-Meq: O`! E-M*W
c
P1"sily mess: Bnef DesMVbDn of Capon AcAnt9 Proposed St meal]1110d 6 Sal
S C T M.
r SW ahabm BNON Pmjed SWPe M&Or Sequence of Coaa"cb=Acbv*
iPeerlde ArkakrW P+see s.tieetw► l
Nras oR aadler n Resporrgrle for Mrplemantation o!SWPPP:
I
IK
Address: --------L
Telephoner: Fax tic
i
E-MsW. -----,------------------------------.--.------- �.
-------
Name of Persons Responsgds for Installation i Maintenance ofErosion Control Practice:
-------------------------------------
i
-------------------------------
Telephone 0. IT
0:
E-Mail:
_.. ----------------------------
Total Aresotal --------------------------------------
L�f ` TotalAreaoFLandtlesrtng -
Project Percale: andfor Ground Disturbance:
(..F1A ) W (SF.1A—) ........_ _..__.»._.___»_....._
Project Duration: �n start End -.-_.-----.----------------------------....__.-___
(Antldpated) w�� , ',L Dater Date: Q ►�J., -__..___.___-.___...._______..........,._________._____ _
( rd endvOr ))fir✓ �✓ —
Will this Project Disturbe fire(S)or Mon Acres at 0
Any One TlmeDuring the Proposed Deveiopment? Yes o -----------------------------._-----__---__-_-- s
i
EYES:PIaseAnawsrftFollowingl _--,--.-_.-.-_.-__....--_...__-__-----_---_------------- } .
a. Does the Applicant have a Qualified Inspector On Q Q I
i
Staff To Conduct the Required Inspections? Yes No �.
b. Does the SWPPP Indicate How Frequently the Site = Q List the NAMES or description of all Potentially Impacted Waterbodles andlorWeWnd* II
Inspections will Occur and for What Period of Time? Yes No i
c. Does the SWPPP Adequately Identify AN Temporary = U
-._----------_--.--_.--•-------------- --------.
and/or Permanent SON StabalizationMeasures? Yes No
d. Does the SWPPP Adequately Identity a Complete = = -_..._.._.__.._.._. ......I___.-.-_._._..._..._----.---.......
Project Phasing Pian? Yes No status or impacted waterbody:(eg.TADL,303(d)Listed,Impaired-)
e. Does the SWPPP Indicate Additional Site Specific = =
Practices that Will be Utilized to Protect Water Quality? Yes No
_.-.._......._......_..._..._...._.._._.__.._._.__._... - - ..........
f. Has the Applicant Submitted a Completed DEC Notice Type of hnpacted Wsterbody:(eq.Lake,Creek,Bay.Pond,Sound,Freshwater Wedend-)
Of Intent and SWPPP Acceptance Form for Review = 0 ouni
by the Town of Southold? Yes No
_.._.__....._....._.. _.....
STATE OF NEW YORK, Notary PUblIC,bwe .
COUNTY OF...........................................SS No.01 BU6185050
Qualified in Suffolk County i
That I.............. tpnirg ee...h........ '
Nems ............being duly sworn,deposes and says
( of indivhival Di>cuineni
And that he/she is the ................................................Q S
(Owner,con r,Agent.Corporal Orecer,etc.)
Owner and/or representative of the 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 knowledge and belief;and
that the work will be performed in the manner set forth in the application filed herewith.
Swom to before me this;
..... c !. ! 1.....................dKof.. 20.&
h---P C�
Notary Public: ... ......................................... '�-f'>............. .................................... . ..........
(Si ature A 0 I
SWPPP Assessment FORM: 03-12 j
I•
�o'*pF SO(/l�o<o
Town Hall Annex Telephone(631)765-1802
54375 Main Road N (631)765-g50�
P.O.Box 1179 G, • �O roQer.richertiOwn.southo d.nv.us
Southold,NY 11971-0959 COUNi'1,�c�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date:
Company Name:
Name:
License No.:
Address:
Phone No.:
JOBSITE INFORMATION: (*Indicates required information) a.
*Name: �cyepA —
*Address: jay /Yu4nq-
*Cross Street: �c1rr
*Phone No.: v )-y7'1-�o�3a
Permit No.: SY9
Tax Map District: 1000 Section: Block: Lot:
*BRIEF DESCRIPTION OF WORK (Please Print Clearly)
(Please Circle All That Apply) Qv
*Is job ready for inspection: YES / NO Rough In �' Final
*Do you need a Temp Certificate: YES / NO
Temp Information (If needed) 4t
*Service Size: 1 Phase 313hase 100 150 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
82-Request for Inspection Form
pF SOUjyDlo
Town Hall Annex 4 Telephone(631)765-1802
54375 Main Road H Fax(631)765-9502
P.O.Box 1179 G.rA Q
Southold,NY 11971-0959
Q
�y�4UNT`I,Nc�
December 3, 2014
BUILDING DEPARTMENT
TOWN OF SOUTHOLD � X
Philip Doucett
150 Main St
Greenport NY 11944
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 411/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT — 38211 — Dormer Addition
ry mmTmeN r a:my LTH:.s:217CES
CFfkVt'T,^..k:Tu:';', ";K3FOR
SURVEY OF PROPERTY
SITUATED AT
1+aNw.r GREENPORT
>u TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
' S.C. TAX No. 1000-41-01- 13
1 OP wasw acyl SCALE i"=30
FEBRUARY 71 2001
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GPQ 'r;rw{-'71C{ - e•7 C `+i a+ '+J
AREA = 19.246.62 sq. It.
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CREScheck Software Version 4.4.4
�J( Compliance Certificate
Project Title: Doucett Residence
Energy Code: 2010 New York Energy Conservation
Location: Suffolk County,New York
Construction Type: Single Family
Project Type: New Construction
Conditioned Floor Area: 0 ft2
Glazing Area Percentage: 5%
Heating Degree Days: 5750
Climate Zone: 4
Permit Date:
Construction Site: Owner/Agent: Designer/Contractor.
1004 Main Road Nancy Dwyer Design Consulting,Inc.
Greenport,NY Soutlrold,NY
trade-off
Compliance: 13.6%Bobw Than Code Maximum UA: 23 Your UA:20
The%Better or Wom Than Cods kW=reflects haw close to compliance the house is based an code tradeoff rules.
It DOES NOT provide an estimMe of energy use or cost relative to a miry nurit-code home.
Envelope Assemblies
Wall 1:Wood Frame,16'o.c. 141 19.0 0.0 8
Window 1:Vinyl Frame:Double Pane with Low-E 7 0.320 2
SHGC:0.00
Ceiling 1:Cathedral Ceiling 83 19.0 0.0 4
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 83 11.0 0.0 6
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 budding ttas been designed to meet the 2010 New York Entergy Conservation Construction Code
requirements in REScheck Version 4.4.4 and to comply with the mandatory requWarients listed in the RESdieck Inspection Cheddist
Name-Title Signature Date
JUL 3 0 2013
F,MG DEPT.
TTh"! DF w,iU11110I
Project Title: Doucett Residence Report date: 07/30/13
Data filename: Untitied.rck Pagel of 6
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NEW SHED DORMER
DOUCETT - -RE51DENCE
ROOFING TO MATCH EXISTING
WITH 15# FELT OVER 8" CDX PLYWOOD �
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ROOFLINE AS EX15TING ® VINYL 51DING TO MATCH
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SCALE: Orr = I '-oil O
GENERAL NOTES: U O
The information on this set of construction documents is to relate baso design FRAMING NOTES: OCCUPANCY OR W Z
intent and framing details. They are intended as a construction aid,not as a , W
substitute for generally accepted good budding practice and are in compliance with • All lumber is to be Douglas Fir#2 or better at I G"on center �,
current New York State budding codes. The general contractor rs responsible for { / ,I U E I S UNLAWFUL � ^W^//
providing standard construction details and procedures to ensure a professionally • All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation , I"IC, -- _ _ 1
finished,structurally sound and weatherproof completed product. refers to current arsenic-free treated wood standards and shall take the place of'CCA �i��I I GER
P ! I�I�ATE
J
• General contractor to coordinate all subcontractors,scheduling of work andw. All stra s,connectors, laces,belts,Wads,etc.are to be alvanized. Designate connectors,straps,
interaction between trades. p P g g ps' { f a I ty �
etc.on these drawings are my by Simpson unless otherwise indicated. All connectors,straps,etc.are to be ° a n
• The contractor is responsible for ensuring that all work and construction meets nailed/bolted in accordance with the manufacturer's specifications. c
or exceeds current federal,state and local codes,ordinances and regulations,etc.
These codes are to be considered as part of the specifications for this budding plan. • A JI floor sheathing is to be I"AC type plywood,tongue t groove and shall be glued and screwed to APPROVED AS NOTED
the floor joists(G"o.c.edges e 12'o.c.field)
• If in the course of construction,a condition exists which disagrees with that as _1
indicated on these drawings,the contractor shall stop work and notify the designer . Solidblocking is to be installed every 8'-O"max.or mid span of all floor Joists with spans exceeding DA E' B P. #�
At the engineer immediately. Should he fad to follow this procedure and continue work,
he shall assume all responsibility and liability arising therefrom. 8'-0". Blocking is to be installed at all point load bearing points. J
By ILL
• Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. • Install,double Joists under all partitions running parallel iFY SUI( "NC P(- ' "y"`^J j AT U
• The designer has not been engaged for construction supervision and assumes no • All exterior wall headers to be 2-LVUs as indicated on floor plans t sections and all interior
1 76 - , 2 S Tv a .�;.. ,It THE z
responsibility for construction coordinating ewth these plans,nor responsibility for headers are to be 2-2'x 8'unless otherwise noted. All headers exceeding 5'-O"shall have a double Fnl I"1' 43PECT!`•N„ (�
construction means,methods,techniques,sequences or proceedures or for saftey jack stud with a single lin stud t on exterior walls provide double sill late(typical). 1. F O 1, (i
precautions and programs in connection with the work indicated. There are no --�,- , ^
warranties for a specific use expressed or implied in the use of these plans. FOR P {�C,O,,, ,�4 T[ v
• Provide insulation baffles at cave vents between rafters and soffit vents as indicated 2• ROU NG,PLUMBING.
• Contractor to prowde hardwired smoke detectors,with battery back up,and with on plans PL UIV' ER CERTIFIGATIO)V STRA LU
no intervening switches,on all floors and in each bedroom.Verify wth local code ON LE-A5 C01VTENT BEF0IRr LECTRICAL&CAULKING _
requirements as per Section R3 17 New York State Residential Construciton Code. Exterior flashing is to be adequately mstalled at all connections between roofs,walls, /- 4z - 3. INSULATI N J m
Install carbon monoxide detectors as per code. chimneys,projections and penetrations as required by approved constrction practices. CERTIFIMTF OF OECUF�',J^:v 4. FINAL•C NSTRUCTION&ELECTRICAL �0
MUST BE COMPLETE
FLOOR PLAN NOTES: PLUMBING * HVAC NOTES: SOLLL-/T VSEDIN.WWATER ALL CONS R TIONSHALLLMEET THE n C� y
• Dimensions shall take precedent over scale drawings,DO NOT SCALE DRAWINGS SUPPL.`,'y$`('STEM'CANNOT REQUIREME TS OF THE CODES OF NEW (�
• All plumbing work shall be done by a duly licensed plumber and must conform and adhere EXCEL D c i 10 OF' /O LEAD. YORK STATE. NOT RESPONSIBLE FOR `J
to all New York State building codes t saftey requirements. DESIGN OR C NSTRUCTION ERRORS. O N
• All interior walls to be covered with ygypsum board with metal corner reinforcing.All ,
drywall products,including gypsum board,screw,Joint compound,tapes t trim shall be U.S. • If wall plates or Joists are cut during th installation of plumbing fixtures or equipment RETAINS ORM WATER RUNOFF z
Gypsum Co.or approved equal. All Joints shall receive 3 coats of Joint treatment.Sand final
., contractor must provide appropriate bracing to tie framing back together. P(JM f' r
coat to a uniform smooth surface.All walls,ceiling and interior of dosets to be taped and ,�`91NPURSUA TO CHAPTER 23
ALL PI- Ma G„
spackled,3 coats,ready for paint. • Baseboard heating is to be hot water and zoned. Plumbing contractor is to p J f QC-"WASTE OF THE T WN CODE.
adequately size the system and place the baseboards in an unobstructive location in each room `' ELECTRICAL
&Wh-Tett UIV ES NEED
°
• Insulation ratings and installation locatioro as indicated on floor plans t sections required to recieve heat. Minimum of one thermostat for each zone will be required. INSPECTION l I�Q:�SaE�JI t 3�, L� ST'NG 8EFCry''C'O,V,6RING. W
• Walls common to garage and house to have a layer of J"fire rated gypsum board at Mechanical subcontractor is responsible for adhering to all applicable codes and 44yY D
garage side with 5'-0"return on adjacent walls k ceiling. Provide 2 layers of a"fire rated saftely requirements.
gypsum board on all engineered lumber as required by manufacturer specifications (�
HVAC subcontractor to fully coordinate system data t requirements with the `Q D 0
• All bai h t kitchen area walls and ceilings adjacent to wet areas to have water resistant equipment supplier and to provide final system layout drawing and submit it to general contractor, ��co FE p�O
drywall,and provide wonderboard for all areas set to receive tile. owner and equipment supplier for final review t approval. Q eP
ELECTRICAL NOTES: ,LU
PAGE:
• All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include FO tiQ yeti
installation of fixtures t specifications as indicated on plain. Light fixtures to be suppled by 5 I D E ELEVATION A
owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install Y FES` 01A
all outlets as per code. All work is to be done in strict accordance with the New York State Code I
by a licensed electrician. All new switches t outlets to be Levtion,standard,supplied t installed SCALE: 4ii= I i-Oil
by contractor. Contractor to do all hook-ups as required for bathrooms.
z
• I
SECTION
• A
5'-2 112" 15'-2 1/0
4'-10 1/2" 9'
' ,j s s � EDGE OF EXISTING z
w2o32 FIRST FLOOR WALLS
0—
o m
O (, O N
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in
CLOSET
WALL LEGEND: I NEW BATH ` ►L t\ z
WALL TO REMAIN o2 2
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p 2468 MARBLE - Z
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NEW CONSTRUCTION SADDLE _ —
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EXTERIOR WALL CQ Z-1 ;o �j _ cu z_ LINE OF DQ5TING p
2 X 6 STUD FRAME, R 19 IN5ULATION U Q x O CEILING CHANGE
W/ I LAYER 55" PLYWOOD _z
N
SHEATHING* I LAYER z GYPSUM ~
BOARD ON INTERIOR - EXISTING HALL o
EXISTING BEDROOM
CLOSET ADDED
2"X 4'STUD FRAME
WITH 1 LAYER l" GYPSUM m
EXISTING RIDGE ,
BOARD ON EACH SIDE; USE •— .— . '— • TO REMAIN L
MOISTURE RESISTANT BOARD IN BATH EXISTING BEDROOM a3 z
t PREP ALL ARFA5 TO RECEIVE TILE NO CHANGE x 3 d
cn z O
HEADER NOTES: _ _ z O O
PROVIDE 3- 2"X 8"HEADER U o
ABOVE NEW BATH WINDOW, LINE OF EXISTING O
0-8" HEADER HEIGHT CEILING CHAIGE
X
cV Z — — �
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EDGE Of W5TING �• _ • _ . �
W
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SECOND FLOOK PLAN z
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SCALE: 4' = 1 '-011
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ROOF M
4"o RooF vENT ? E— L J
LJ
� RARE
NOTCHED RAFTER
RAPTI!
4 RIDGE RIDGE RARER
TOP PLATE
TOP PLATE _O
WALL STUD
ATTIC WALL STUD
' TYPICAL RIDGE TO RARER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RARER TO WALL STUD CONNECTION ALTERNATIVE RARER TO WALL STUD CONNECTION
BATH 2
NEW
1
11/4 112 11/4
O O 2ND.FLOOR WALL STUD KING STUDS
W.o WOOD JOIST WOOD JOIST 21,11).FLOOR PLATE CRIPPLE STUD z
5UBFLOOK
SECOND FLOOR BLOCKING I JOIST IWJGER RIM BOARD HEADER .0
GIRDERMEADER 1ST.FLOOR TOP RATES JACK STUDS ( {�
WOOD GIRDER WOOD JOIST PLO L�
11/4 3 z !le 15T FLOOR WALL STUD z Qo
C.OJ a W l
JOIST FRAMING OVER WOOD GIRDER J015T FRAMING PLUSH WITH GIRDrRMEADER TYPICAL HEADER CONNECTION
KITCHEN - BATH I
Ex15t1n9 Ex15t1n9 + Cn
C9
TYPICAL MULTI-STORY coNNrcnoNs ^
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311 '
lel
1 1/4 F.A.I. WALL STUD META HOLD- > z O
BOTTOM PLATE DOWN STRAP
3114 11/4 112 4 SUBFLOOK. 3B-1GdSINKER ( \ O }
N K
WALL STUD DOUBLE JOIST MANUFACTURER
�3-2'X4'WD STUD �J
BOTTOM MATE IST.FLOOR WNL STUD
W DOUBLE JOST unnm @ CORNER M. 7
/ 5H WER 15T FLOORPLATE roR"�+ 2'X4'SILL G�— U z
J V`E 5UBPLOOK FLAIL
T RIM J015T M.
FIRST LOOK DOUBLE JOIST FOR NON BEARING WALLS DOME FALL O w DBL SILLFLATS z CzI1�, S
3 DOUBLE JOIST FOR UNDER ABATHIM 1)4'4 REBAR IN
ANCHOR BOLT
FOUNDATION WALL HEAR -MIN
2 1 1/4 3 I2•LENGm
C.0.11 3 4 BETWEEN THE END STUD TO SUFFOLK COUNTY PROTIDE 1/2.5MCING (J)
3LE MIN. FOUNDATION W
— AND THE 2 OTHER STUDS
REBAR LENGTH WALL M.
DEPT.OF HEALTH POR ALLOIMNG 1/2'MIN.
4"C.I. SERVICES APPROVED SILL GASKET HOLDDOVN INSTALLATION CONNECT CORNER ND ClTO TRANSFER SHEAR IST.BOOR TO FOUNDATION CONNECTIONS y
HOUSE SANITARY SYSTEM. ♦ • FASTEN wm(2)I6d
TRAP
TE, TE"
COMMONNNLS@G'OG
OBL.SILL RATES METAL HOLD-D iQ9 C
BASEMENT (TO OVEKLAPJOINTS) ♦ 51DEWAL NDWALL �(`5 ' UEf p/r OX
FOUNDATION WALL O
' SHEAR WALL CORNER CONNECTION � � � ; �N�(pf �
SILL PLATES TO FOUNDATION ANCHORING Tn � '. •I W
5LOPE" 114" PER FOOT PITCH TO
po 50 PAGE:
DRAIN CONSTRUCTION DETAILS t WIND LOAD PATH CONNECTION DETAILS 140 07
NOT TO SCALE S
PLUMBING R15ER DIAGRAM
NOT TO SCALE
O
0
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z o Cz
-
0 o O
Z
N
W (S) D
Z
W
Q F-
EXISTING FIRST FLOOR
AREA TO REMAIN, NO CHANGE
ARCHITECTURAL ASPHALT
_ ROOFING WITH 15#FELT
OVER" CDX PLYWOOD SHEATHING IXISTING 2"X 12"RIDGE m
TO REMAIN
WITH ICE*WEATHERSHEILD '
@ PERIMETERS 4 VALLEY'"'
5FUl
} �t
2-1"C.B.THRU C.J. t R.R. \CO G ' �'� tB z O
(TYPICAL EACH) �(Z. ,' ��' is c �; O
51MP50N H7
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CONNECTOR R-30 INSULATION 4-
0
FASCIA WITH VENTED 2"X&C.JY/ Got. @ 1 G"O.C. E C9 N
SOFFIT EXISTING C.J.
3- 2"X 8" HEADER ABOVE '
NEW WINDOW;
C520 STRAPPING � HALL
LOO BA O
F i IST FLOOR LAYOUT � ^"/
ee = I II 2"X G'STUD FRAME EXTERIOR �' �' 2"X 4" INTERIOR U
SCALE: 4 I -0 " ,
WALL @ I G O.C., R-15 INSULATION STUD PARTITION EXISTING
W1 I LAYER 8" PLYWOOD SHEATHING; '' KNEE Cz LL.1
HOUSE WRAP *SIDING TO MATCH ' STAIRWELL WALL z
NAILING SCHEDULE I I !
_ F -----------_ - - --- EXISTING F.J.TO REMAIN
2001 SBC HIGH WIND EDITION WOOD FRAME CON5TRUCTION MANUAL EXISTING R.R. E PLATE O
JOINT DESCRIPTION NAIL QUALITY NAIL SPACING
-- --------------t--- -- -- ----- ---- - - --— ------------ ,.. � TO REMAIN _
ROOF FRAMING
RAFTER TO TOP PLATE OENAILED 8'-G'WALL:3-8d PER RAFTER
------ - - - - - ---- - -- -
10'-0'WALL:4-8d PERRAFTER
CEILING JOIST TO TOP PLATE TOE NAILED 8'-0'WALL:3-8d PER JOIST
—_
__ _.---�----
--10-0*WALL:4-8d -- PER JOIST ------------ --- EXISTING FIRST FLOOR LU
CEILING JOIST TO PARALLEL RAFTER FACE NAILED 5EE TABLE 3.7-- EACH LAP TABLE R30 I .G LU
CEILING JOIST LAPS OVER PARTITIONS—FACE NAILED SEE TABLE 3.7—__ EACH LAP'—----- AREA TO REMAIN, NO CHANGE
COLLAR TIE TO RAFTER FACE NAILED_____ _SEE TABLE 3.4 PER TIE
- - -- - - - --- ----- ---- --- ------------
BLOCKINGTO RAFTER TOE NAILED 2-8d EACH END ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBERS ( n
RIM BOARD TO RAFTER EACH END STRUCTURAL MEMBER ALLOWABLE DEFLECTION
WALL FRAMING Rafter,havin 510 s reater L/180
TOP PLATE TO TOPPLATE FACE NAILED 2-16d • PER FOOT than 3/12 with nofmi5hedCeelen
TOP PLATES AT INTERSECTIONS FACE NAILED 4-16d JOINT'S-EACH SIDE - attached to rafters '
STUD TO STUD FACE NAKED __ ___ 2-16d 24'010__ _ _ __
HEADERTO HEADER — FACE NAILED 16d I6.O/C ALONG EDGES Interior walls partitions H/(80 EXISTING F.J.TO REMAIN
--- - --- ------ -- — - -- -------._,—_—._--
TOP OR BOTTOM RATE TO STUD _ END NAILED 2-I Gd PER 2X4 STUD _—_ --_— Floom it plastered ceilings 1J3GO
PER 2X6 STUD _-_-- --------- All otherstructura
BI memebers U240
— - -_--- --- --_.-- _---------4-16d-- PER 2X8 STUD
rTOMP.ATETOFLOORJOIST.-- — --i -- - Exterior walls with plaster or H/360 EXISTING FULL BASEMENT-
BANDJOI5T•END JO15T,Of'BLOCKING__ 'FACENAILED 2-16d •-- PER FOOTstucco finish WALLS, GIRDER, COLUMNS,
FLOOR FRAMING Exterior walls-wind loads with U240 SLAB ALL TO REMAIN
JOIST TO SILL,TOP PLATE,OR GIRDER iTOE NAILED 4-bd PER JOIST _ brittle finishes
BRIDGING TO JOIST 'TOE NAILED 2-8d EACH END _-_ Exterior walls-wind loads with U 1 20
BLOCKINGTOJOIET _ ITOENAILED _ 2-8d EACH END__
13LOCKiNGT05ILLORTOPPIATE ITOE NAILED 3-16d EACH BLOCK flexibleflnlshes
--- -- ----- ------- -- - - - ------- ---- ------
LEDGER STRIFTO BEAM PAGE NAILED 3-16d EACH JOIST
JOIST ON LEDGER TO BEAMiTOE NAILED _—i--8 d - PER JOIST
BANDJ015TTOJOIST IND NAILED _ 3_IGd _ PERJOIsr _ _ _ _ _ _ _ GENERAL WIND PROTECTION CONNECTION NOTES v
BAND JOIST TO SILL OR RTOPPIAT_E 'TOE NAILED 2-16d PER FOOT Adapted from Standard for Hurricane Resistant Residential Construction;SSTDi z
10-99 and 2001 SBC High Wind Edition Wood Frame Construction i
ROOF SHEATHING -__ __ - _— _ Fasteners and Connectors for Wood Frame Construction I BUILDING S ECTI O N "All
(h
STRUCTURAL PANELS ---�
4'PEPIMFTFR EDGE ZONE- I G'O/C-VAT PANEL EDGES
I.A continuous load path between footings,foundations walls,floors,studs and } SCALE: 4 = I I-O°
8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 4
_
_..� - -------�-- ---- --- - - ---- - - - •
I INTERIOR ZONE- 16'O/0-6' roof framen AT PANEL EDGES AND 12'AT g shall be�veded. U )
8d IINTERMEDIATE SUPPORTS IN TI1E PANEL FIELD -
FOR ROOF SHEATI,ING WITHIN 4'-O'OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-0'ON EACH SIDE OF THE R00F r'EAK,7 H-4'-U"PERIMETER 2.Approved connector's,anchors and other fastening devices not Included in r Q
EDGE ZONEATTACHMEHTREGUIREMENTS5HALLBEUSED. _ _ the Standard Building Code,Table 2306.1 shall be Installed In accordance with DE51GN LOAD CALCULATIONS U O
manufacturer's recommendations.
CEILING SHEATHING UM UNIFORMLY DIS
-'-- -- -- - -- -- — -- - MINIM ORM DISTRIBUTED LIVE LOADS(Ibsf)
GYPSUM WALLBOARD 5d COOLERS 7'EDGE/I O'FIELD - 3. Metal plates,connectors,screws, bolts,and nails exposed directly to the Q z
-;---- --- - -- - -- - - - ------------ EXTERIOR BALCONIES 60
weather or subject to salt corrosion in costal aneas,shall be stainless steel or z
WALL SHEATHING____ , hot dipped galvanized. DEC K5 40 z O
STRUCTURAL PANELS —�- 8d 4'EDGE ZONE-I G'O/0-6•AT PANEL EDGES AND 12'AT ATTICS WITHOUT STORAGE 30 t
INTERMEDIATE SUPPORTS IN THE PANEL FIELD -t-�
--'---- ---- ------ - -- - ----- -- 4.Where windows and doors interruptwood structural rail sheathe and
ATTICS WITH 5TOKAGE 40
8d INTERIOR ZONE- 16'O/G-VAT PANEL EDGES AND 12•AT � � Q
INTERMEDIATE SUPPORTS IN THE PANEL FIELD siding,framing anchors or connectors shall be provided at the top and bottom ROOMS(OTHER THAN SLEEPING ROOMS) 40 (n
FIBERBOARD PANELS 47/1 6• 6d 3'EDGE/6'FIELD of cripple studs,header studs,and at least one stud at each cede of opening. SLEEPING ROOMS 30 W
125/32' 8d 3'EDGE/6'FIELD
GYPSUM WALL66ARD5d COOLERS 7•EDGE/I O•FIELD _ _ 5. Kedge straps shall be attached to each pair of opposing rafters except where CRJT`RIA FOR CALCULATION OF DEAD LOAD
841 4'EDGE ZONE-16'O/C-61 AT PANEL EDGES AND 12'AT collar ties of I xG or 2x4 lumber Is located in upper third of attic space and ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A.
HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD attach to each air of rafters. OF
( p ARCHITECTURAL GRAPHIC STANDARDS P'( I
8d INTERIOR ZONE- 1OIC-VAT PANEL EDGES AND 12•AT G. Uplift connectors shall be provided at each rafter bearing. YD
6. i
INTERMEDIATE SUPPORTS IN THE PANEL FIELD C:P
SNiOYV
7. Floor to floor hold-downs to be provided every 48,and every I G'wethen 4'
FLOOR SHEATHING 6_ __ --__ GROUND SNOW LOAD 45 Ib3. _ ,
STRUCTURAL PANELS-I'OF,LE55 _— _ Bd _ _ED' GE-/12'_FIELD rler5
- Of exterior Cor .
LLJ
Naehng regwrements arc based on wa11 sheathing nailed 6 inches O.C,at the ranee cdyc. If wd 1 sheathing es nailed 3 inches O.C,at the pans edge to obtain 8.Sill Plate to Foundation Anchorage: Sill plate shall be anchored to theSEUS'A C 2 • 't'
h. Qj
;her shear capacities,naihrtg requirements for structural members stall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the foundation with anchor bolts having a min. bolt diameter of 5/8'and 3"x 3"x DE51GN CATEGORY B N 6-�'r_•,M, -� PAGE:
load path. .- I/8"washers. A minimum of one anchor bolt shall be provided within 6 to 12 �� �G 0 RS6L
---- ---- ----------------- --------- --------- --------- ----------- p P
inches of each end of each late. Anchor bolts shall have a minimum embedment WIND �.
When wall resitting is contirtuoofover connected members,the tabulated number of rods shall be permitted to a reduced to 1-16d nail per foot. _ of 7 Inches in concrete/masonry foundations. Anchor bolts shall be located WIND SPEED 1 20 h FF$ 10N
• and 16 ya a sta es are rmetted,check IBC for addrteonal re n remenes.
Corrosion resistant I l e roofing nails a — _ within 12 inches of corners and at spacing not exceeding 4 feet on center. EXPOSURE CATEGORY e