HomeMy WebLinkAbout37836-Z Town of Southold Annex 9/5/2013
ti P.O. Box 1179
54375 Main Road
~ Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 36483 Date: 9/3/2013
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property: 922 Youngs Rd, Orient,
SCTM 473889 SecBlock/Lot: 18.-2-16.16
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this oBiced dated
2/22/2013 pursuant to which Building Permit No. 37836 dated 3/]/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:
alterations and additions, including covered porch, to an existing one family dwelling as applied for.
The certificate is issued to Newman Jerie R Inv Trust & Newman Kenn
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 37836 8/7/13
PLUMBERS CERTIFICATION DATED 9/3/13 King tmbing & Heating
Autho ' igna re
~~~t
44~ TOWN OF SOUTHOLD
BUILDING DEPARTMENT
~ TOWN CLERK'S OFFICE
'a~~~ SOUTHOLD, NY
~a~.. c .r~~.
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 37836 Date: 3/1/2013
Permission is hereby granted to:
Newman Jerie R Irrv Trust & Newman Kenneth M Irrv Trust
10 Euston Rd
Garden Ci , NY 11530
To: Additions and alterations to an existing single family dwelling as applied for.
At premises located at:
922 Youngs Rd, Orient
SCTM # 473889
Sec/Block/Lot # 18.-2-18.16
Pursuant to application dated 2/22/2013 and approved by the Building Inspector.
To expire on 8/31/2014.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $737.60
CO -ADDITION TO DWELLING $50.00
Total: $787.60
I/ ~
V
Building Inspector
R,t ~
Form No. 6
TOWN OF SOUTHOLD. eIL
BUILDING DEPARTMENT ~ ci~
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 accurate9ocation of all buildings, property fines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 fntm).
3, Approval of electrical installation from Board of Fire Underwriters.
4. Sw.otn statement from plumber certifying that the solder used in system contains less than 2110 of 1% lead. .
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliauce'from architect or engineer responsible for the building:
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to Apri19, 1957) non-conforming uses, or bulldings 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 spmpleted 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
I. 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 toaccessory building $50.00, Businesses $50.00.
2. Certiftea[e 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 o€Occupancy -Residential $15.00, Commercia{ $15.00
Date. 2 - Z L
New Construction: Old or Pre-existing Building: (check one)
Location of Property: TJQ,[~R j _
~Q~[E}'if) j
House No. -~S-treet Hamlet
Owner or Owners of Property: ~(~~IrCi
b/pQ/N` (~~k /
Suffolk County Tax Map No 1000, Section Block ~ Lot .
Subdivision Filed Map. Lot:
Permit No. ~ ~ Date of Permit. ~ ` ~ ~ ~ 3 Applicant:
Health Dept. Approval: Undetwritets Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted- $ ~ .
Appli nt gnature
S11ff01K
Town Hall Annex ~ Telephone (631) 765-1802
54375 Main Road ~ ? Fax (631) 765-9502
P.O. Box 1179 ~ •
Southold, NY 11971-0959 y~p~ ,,.D~;, roger.richertCa)townsouthold.nv.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Newman
Address: 922 Youngs Rd City: Orient St: NY Zip: 11957
Building Permit 37836 Section: 1$ Block: 2 Lot: 16.16
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
contractor: DBA: Jim Sage Electric License No: 3635-e
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pod
New Renovation X 2nd Floor X Hot Tub
Addition Survey Attic X Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 31 Ceiling Fixtures 11 HID Fixtures
Service 3 ph Hot W ater GFCI Recpt 3 Wall Fixtures 5 Smoke Detectors
Main Pand A/C Condenser 1 Single Recpt Recessed Fixtures 11 CO Detectors
Sub Panel A/C Blather 1 Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt 1-30 Emergency Fixtures Time Clocks
Disconnect Swdches 32 Twist Lock Exit Fixtures TVSS
Omer Equipment: 2_paddle fans, 2-exhaust fans
Notes:
Inspector Signature: ~~t-L~~ Date: Aug 7 2013
Electrical Certificate.xls
~o~~Qf so~jyo~
Town Hall Annex ~ ~ Telephone (63I}765-1802
54375 Main Road ~ Faz (631) 765-9502
P.O. Box l t79 G Q
Southold, New York 11971-0959 -
BUII.DBVG bEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date: ~ 9.
f
Building Permit No. .~j~ ~ ~~3
Owner:.JL? h c',~ivET.'f l~cuJ d17~~.c~
/1(Please print)
Plumber: .~j J ~c n t'G} r1~~
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plum Signature)
Sworn to before meI this ~F
dayofba,120 ~a~
~ ~ ~ ~ ~ ~ ~ U
8~ .3 ~ D
Notary Public, `~~-County
CONNIE D. BUNCH BLDG. DEPT.
Notary Public, State of New York i0NlN OF SOUiHOLD
No. 0? BiJ6185050
(]unfified hr Suffolk County
Commisinn Evz;ires Apri9 14. 2 ~.l
G ,Q' ~ ~.~,OF SUUTy~ -
ll
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
1 NSPECTION
[ ]FOUNDATION 1 T [ ]ROUGH PLBG.
[ ] NOUN I 1 [ ]INSULATION
[ F NG / S ~ [ ]FINAL
[ ] FIREPLA ]FIRE SAFETY INSPECTION
[ ]FIRE RESISTANT CONS1ilUCTION [ ]FIRE RESISTANT PENETRATION
[ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL L)
REMARKS: S
DATE INSPECTOR
o~NOF SO4r~
* #
TOWN OF SOUTNOLD BUILDING DEPT.
765.1802
INSPECTION
[ ]FOUNDATION 1ST [ ]ROUGH PLBG.
[ ]FOUNDATION 2ND [ ]INSULATION
[ ]FRAMING /STRAPPING [ ]FINAL
[ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION
[ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION
' ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL)
REMARKS:
~~-o
DATE ~ ~ INSPECTOR
_J J ~ ~ ~,~oFSOUryo
,~0 6
# f
TOWN OF SOUTNOLD BUILDING DEPT.
765.1802
1 NSPEC ON
[ ]FOUNDATION 1ST [ ROUGH PLBG.
[ ] FO ATION 2ND [ ]INSULATION
[ FRAMING /STRAPPING [ ]FINAL
[ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION
[ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION
[ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL)
l
REMAR
1
\
` S
DATE u `D % INSPECTOR ~7
o~~,OF SO(/ry~
~F®#
TOWN OF SOUTNOLD BUILDING DEPT.
765.1802
INSPECTION
[ ]FOUNDATION 1ST [ ] ROU BG.
[ ]FOUNDATION 2ND [ SULATION
[ ]FRAMING /STRAPPING [ ]FINAL
[ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION
[ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION
[ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL)
REMARKS:
Cam'
DATE ~ ~ 3 INSPECTOR
~o~.~OF SW
r~6
~~t~
n9~ TOWN OF SOUTNOLD BUILDING DEPT.
765.1802
1 NSPECTION
[ ]FOUNDATION 1ST [ ]ROUGH PLBG.
[ ]FOUNDATION 2ND [ ]INSULATION
[ ]FRAMING /STRAPPING [ ]FINAL
( ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION
[ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION
[ ]ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS:
~~r~ C~ - ~
DATE ~ 7 ~ 3 INSPECTOR ¢ '
3 ~ ~ 3 ~ ho~~,uF snuryo6
lU *
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ]FOUNDATION 1ST [ ]ROUGH PLBG.
[ ]FOUNDATION 2ND [ ] IN ATION
[ ]FRAMING /STRAPPING [ FINAL
[ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION
( ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION
[ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL)
REMARKS:
DATE ~ ~ ~ ~ INSPECTOR
FIELD Ii~iBPEC'~ON REPORT DATE COMMENTS
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I~ouxDA~TON ~IS~
FOUNDATION (ZND)
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ROUGH FRAMING & ~ y
PLUMBING
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INSULATION PER N. Y. ~
STATE ENERGY CODE
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FINAL
ADDTTIONAL COMMENTS
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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 ll 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 ~ 7 0 ~ ~ .7 Survey _
SoutholdTown.NorthFork.net PERMIT NO. ~ 0 Z~ Check
Septic Form _ _
- N.Y.S. D. E.C.
Trustees
C.O. Application
Flood Permit
Examined ,20__ Single&Separate
Storm-Water Assessment Form
Contact:
Approved_ J~.?0~ I~ r r= Mailto~~l/~ /Yt~rFe,,,~
Disapproved aic n L I,_~ L~ li ~t~~
_ LJ Phone: 63(- 276 -22~j
6xpir i- ~ 3d ~ 631- 76~- 37Oa
~ u cto
FEq `J ~ TOWNO SOU OLD
A PLICATION FOR BUILDING PERMIT
- Date . ~0
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan 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 Ordinance of the Town of Southold, Suffolk Cotmh-, New York. and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or 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 for necessary inspections.
(Si~~nature of applicant or name, if a corporation)
~O. ~ 32'1, Oe~e~t.~'C-
(Mailing address of applicant) t,~~-.-~
State whether applicant is owner, lessee, agent, architect, engineer. general contractor, electrician, plumber or builder ~
~C~~~
Name of owner of premises ~p h ~ ~ 1yel~l/y~p.,y~_
(As on e 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. N~~. SZAQ~ t~p~~v~~ D
1. Location of land on which proposed work will be done: ,
q2.? Yo~tJC~ (Z~. C~c\P~~
Ho~Number Street Hamlet
County Tax Map No. 1000 Section ~ ~ E31ock ~ Lot ~~p
Subdivision Filed Map No. L ~t
2. State existing use and occupancy of premises and intended use and occupancy of pro eu construction:
a. Existing use and occupancy ~
b. Intended use and occupancy Stv~q~~ ~,~k ~ ~l~y~q
3. Nature of work (check which applicable): New Building Addition~~~ Alteration
Repair Removal Demolition Other Work
q (Description)
4. Estimated Cost ~ f / ~,O~b Fee a ,
(To be paid on filing this application)
5. [f dwelling, number of dwelling units ~ Number of dwelling traits 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: Fron ~ ' • ReaY~ Z Depth
~ y y
Height /7 Number of St p
Dimensions of same structure with alterations or additions: Fronts~i Rear~JTi
Depth y y Height 22~/~r Numb~'Fof Stories 2
8. Dimensions of entire new construction: Front ~ Rear ~ ~ Depth
Height 2 Number of Stories
9. Size of lot: Front Rear Depth
0. 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~
13. Will lot be re-graded? YES NO~WiII excess fill be removed from premises? YES NO
N~ ~~ys-~
14. Names of Owner of premises ~ a p~i~ess Po BoX 3Z9 o~fiPhone No.
Name of Architect ~.i u ( Address 332 FrF4ti fi1.2 Phone No 63/-`~77 -,T94i'D
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ~
* 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 ~C
* [F YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on swvey.
18. Are there any covenants and restrictions with respect to this property? *YES NO X
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF~QSS(LII
I N2wnn Qa'1 being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)1-le is the ~
(Corftr tor, Agent, Corporate Officer, etc.)
of said owner or owners, and Esduly authorize to perform or have performed the said work and to make and file this application;
that all statements contain~d~in this application a true to the best of his knowledge and belief; and tl~vl be
performed in the manner set forth in the application ,led therewith. NOTARYPUBUC,8TA7EOFNEWY~K
N0.4707098
OUNJREO IN NA88M1 COUNTY
Sworn to before meth's COMMI8810NDO~I~SBNOVa1~lIBD,i~
~~I,}.,~ day o 20~_
~(,w A ~ l~Y1Qou.h p ~a , ~ k~-Q- ' ~l,L'
(AITYi.Iv,,~
Notary Public Signature of Applicant
Town of Southold -Chapter 236 - Stormwater Management
'sy ~ SWPPP -Storm Water Pollution Prevention Plan Assessment Form
'Ol
GENERAL INFORMATION: (All Requested Information is Required for a Complete Application)
APPLIC~NT ME: pwnv-Agwrt•COnsrWM-eontrxlor or OMv lCtrobCM) ProlHrly flWNE •IYglrennt loan ApplkeM)
u! J ~.wm j~
Address: 6lri2h oC>L >19 y Addaas: Z Ou : ~f
Tab R JZ76-22 Faa M: ~ TeMplansik Fax tk ,
E M M E•NaB:
?ropryAdorn..: 2Z ova c~ D / BdetDexriptiaroF(:~~~~rtionActiaity,etopneaStntclatalBMPe,soul
Stalaasadoa BMPs, Projert Scope and/or sequence of Comtnlumn Arditity
B.FT.M.s: tm-a~n .a..~ rtee IAerNe PdOtlar,d Pepea®Nmaq
Nsned Cmtreebre~nldfor Cooled Paeon Raepomibb for hnplamaMetion dBWPPP: »+IWrr_l N _1 _ __I-_ /~I_~~ t~ _
y Mt/lf ~__1`__~c_ii__~7~~_.~~q'~LvN~____Zf~!c~F?~___
33i Fr 6 I- l R y
T•b R2 ~ v~Z~ FuiC ____9 C l _
E-Md: __!VL~_s.~0/-~_~f~SZ?'LGldQ~r~__..._____....___
Name dPersons Responsible br Inatallatbn 8 Melnhtvnta or Erosion Control Prectloe: i
t
TabphmrA Fuk
E-Mall:
i
i
Tdel Area d Ar Trial Area d lantl CbarYla
Project Pacek: an8or Ground bislurbance:
Iss.,m~, ry.. re..)
Protect buroaon: / O Stag End
(Antidpated) Dabf.-1~ oala:u ,
twne.,atae~.M+l 1
WIII this Protect Dlsturbe fWe (SJ or More Acres at Q -
ArryD~eTimaDuringtheProposedDevalopmetrt7 Yes o
RYES: Plaaee Anwar ate FOllewlrgl ,
a. Does the Applirant have a Oualitletl kspecbr On Q ~ ;
Sfaff To Conduct the Required Inspectbns ? Yes No
h. D08a ih0 SWPPP Indicate HOW FregOetttly the Si[e O ® L'ut the IUMES er daeaiption d all Potentially Impacted Waterbodba andbr Welhndc:
Inspectbrts will Occur and far What Period of Tune 1 Yes No
c. Does the SWPPP Adequately Identify All Temporary 0 Q
antllor Permanent Shc Slabalkatbn M~sures7 Yes No
d. Does Me SWPPP Adequately Identify a Complete
Project Phasing Plan ? Yes No saws of Im
pxted watewedy: t•s. TNBL, soalal Llabd, snwlrMm)
e. Dces the SWPPP Indicate Addttlonal Si[e Specfic Q Q i,
Pmdloes that Will De Utllized to Protect Water Quaky 7 Yes No
f. Has the Applicant SUbmlRed a Completed DEC Notlce Type pf Yrpeded Walerbodr (qi. Lake, Creek, Boy, Poad, 5 urrd, FreahwOar Wenwid...) Iii
Of Intent and SWPPP Accep~nce Forts for Review Q Q
by itte Town of Southold 7 Yes No
S1'A1'F.O//F~~N.~FWYOR~ Sy p S Y P° Y e/ aPP
'That I, ,
~CiLtOT
~ OF _ ~ ~ hem riot sworn, de ses and sa s [bath she is the iicant for Perau[,
(Nemedndrvidal eibdn ~ure~nJ
t
And thathe/she is the .......................r[-/-~.........»......».......................
tGnrur.Cmtracmr.~KCapade CMw,em)
Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have peformed the said Worck and m ~I
make and file this application; that all statements contained in this application are hue tb the best of his knowledge and belief; attd
that the work wiU be preformed in the manner se[ forth in the application filed herewith.
Sworn to beftom me this; I
Notary Public:.....:'•4J~-/ -.W--~
~t4-nth-'..'~.'..~~.......
WENDY t¢tq(ylry-grlAppsrard)
SWPPP Assessment FORM: 03-12 NOTARY PUBLIC-STATE OF NEW YORK ~I
No.O1KU6176871
9uD11Hid In 9uffoik County
My Commltrlon ExpltRt November OS, 2015
• ~o~~OF SO~jr~<o
Town EIalt Aiurcz _ 7~t Tdepiw~(u~~e (6~3~l) 765.1864 .
54375 Main1load ~er.nCll __+,axVGfLSO nY.US
- P.O. Boz 1179 4 ~ ~(~TU ~+u~u•
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BUILDING L)Fd'AR'I'MF,NT
TOWN OF SOiJ'L'HOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: ~ Date: ~ ~
Company Name:
Name:
License No.:
Address: ~ ~
Phone No.: L ~
JOBSITE INFORMATION: (`Indicates required information)
'Name: Y9y~~ ) 5
j
'Address: d
*Cross Street: ~ ,S
`Phone No.:
Permit No.: ll
Tax Map District: 1000 Section: ~ Block: Lot:
*BRIEF DESCRIPTION /ppF WORK (Please Print Cleady)
rFl'L~1~7~r~ l l7~nUU
(Please Circle AlI That Apply)
*Is job ready for inspection: YES / NO ~ Final
*Do you need a Temp Certificate: yES~ .
Temp Informatiao (If needed)
*Service Size: 1 phase 3Phase 100 i50 200 300 350 400 Other
*New Sevce: Re-connect Underground Numt~er of fUeters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
~
rJ ~
82-Request fw Inspection Form ~ G
„a..,..,,~ ~ _ ,
~
DIST: 1000 SECTION: 16 BIOCK. Q TAX LOT:
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Town HaII Annex Telephone (631) 965-1802
54375 Main Road ~ ~ Fax (631) 765-9502
P.O. Box 1179 G ~
Southold, NY 11971-0959 ~ ~
~~~~~UNi'I,~c~
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
August 26, 2013
Jerie & Kenneth Newman
10 Euston Rd
Garden City, NY 11530
Re: 922 Youngs Rd, Orient
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. (Contact your electrician)
A fee of $50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (al permits involving pmmmng after avaa)
Trustees Certificate of Compliance. (town trustees#7sSfssz)
Final Planning Board Approval. (planning # 765-~s3a)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept
BUILDING PERMIT: 37836 -Addition/Alterations
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APP ~ ~ PLUMBER CERTIFICATION r/4'I = [ ~ -
DATE:~1_L'-µ~~P.# ~ ONLEADCONTENfiBEFORE
2• b, gY,„_~~~_ CERTIFICATEOFOCCUPANCY
NOTIFY UILDING D~ P.ARTMENT AT
FEE: SOLDER USEO !N WATER
ass-1ao2 a AM To a PM FOR THE SUPPLYSYSTEMCANNOT COMPL'~ WI?H ALL CODES OF
FOLLOWING IfJSPECTIONS: EXCEED2/f00F 1%LEAD. NEW YORK STATE & TOWN CODES
1. FouNDATION -Two REOUIREO AS REQUIRED AND CONDITIONS OF
FOR POURED CONCRETE
2. ROUGH -FRAMING & w uMeC'G SOUTHOLDTOWNZBA
3. INSULATION ~ SOUfHOLD TOWN PLANNING BOARD
4. FINAL -CONSTRUCTION MUST kxrEr.ly E~tlgrlnll _ -tr.(t
BE COMPLETE FOP. C.O. G H I Nl N ~'Y' = $OUTHOLD TCWN i RU$TEE$
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ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OFNEW - ~ N.Y.S. DEC
YORK STATE. NOT RESPONSIBLE FOR ~ I~I I ~
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GENERAL NOTES:
• The information on this setoF construction documents Is to relate basic design ELECTRICAL NOTES:
intent and framing details. hYare Iirtended as a construction aid, not as a
substitute for gen<rally accepted good building practice and arc m compliance with • All electncl work to be BOARD OF FIRE UNDERWRITERS apprwed and to include
current New York State bmldey codes. The general contractor is responsble for iretallation of futures f spechicadons as indicated on plans. Light factures to be supplied by
providing standard constructor details and procedures to ensure a professionally owner and Installed by contractor. GFI outlets requred at bathrooms and exterior areas. Install
finished, structurally sound sd reatherproof completed product. all outlets as per code. All work is to be done m strict accordance with the New York State Code
• General contractor to oowdmate ail subcontractors, scheduling of work and by a licensed eledncian. All new switches t outlets to be Levition, standard, supplmd d Installed
interaction between trades. by contractor. Contractor to do all hook-ups as required for bathrooms.
• The contractor is respoes4le for ensuring that all work and construction meets FRAMING NOTES:
or exceeds current federal, stake and local codes, ordinances and regulations, etc. "
These codes are to be consdwed as part of the specificbons for this building plan. . All lumber is to be Douglas Fir p2 or better at 16' on center
• If in the course of constnet~on, a condition exists which disagrees with that as
Indicated on these drawings, tYe contractor shall stop work and notify the designer • All wood framing m contact with concrete or masonry is to be pressure treated. 'ACO' designation
d the engineer immediately. Sbutd he fad to follow this procedure and continue work, refer to current arsenic-free treated wood standards and shall take the place of 'CCA'
he shall assume all responsibily and liabddy arising therefrom.
• All TJI's are to be Installed m accordance with the manufacturer's specifications and shall include
• Dimensions take precedat veer scale - DO NOT SCALE DRAWINGS. squash blocking web stiffeners at bearing points on girders and other load bearing areas
• The designer has not bieev engaged for construction supervision and assumes no •
responsibility for constructive coordinating with these plans, nor responsiblllty for Structural Steel ASTM A36 - FY = 36 KSI
construction means, methods, techniques, sequences or proceedures or for saftey • All straps, connectors, plates, bolts, nails, etc. are to be galvaneeed. Designated connectors, straps,
precautions and programs m eoenection with the work indicted. There are no
warranties for a specific use opressed or Implied m the use of these plans. etc. on these dravnngs arc my by Simpson unless otherwnse Indicated. All connectors, straps, etc. are to be
nailed/bolted in acwrdance with the manufacturer's specifications.
• Contractor to provide rrdvired smoke detectors, wrath battery back up, and with
no intervening switches, on at hors and m each bedroom. Verily with local code • All floor sheathing Is to be AC type plywood, tongue t groove and shall be glued and screwed to
requirements as per Section 8317 New York State Residential Constructor Code.
Install carbon monoxide detector as per code. the Hoor Joists (6° o. c. edges K 12' o.c. field)
FOUNDATION NOTES: Solid blocking is to be installed every 8'-O' max. or mid span of all floor Joists with spans exceeding
8'-O'. Blocking is to be Installed at all point load bcanag points.
• General contractor to renew plans, elevations and details to determine . Install double Joists under all partdions running parallel
intended heights of finished Poor above typical grade.
• All exterior wall headers to be 2- LVL's as Indicated on floor plans t sections and all Interior
• Footings shall bear a eedisturbed sod wRhin bearing cpaaty of I ,B tons/sq.ft. headers are to be 2- 2' x 8' unless otheronse noted. All headers exceeding 5'-0' shall have a double
Jack stud with a single king stud t on exterior walls provde double sill plate (typical).
• Concrete shall be PC = 3,500 PSI (a) 28 days
• Concrete on 4' sand or gavel fill minimum, w2h 6x6 - I O/ 10 welded uric mesh • Provide insulation baffles at cave vents between rafters and soffd vents as Indicated
reinforcement. Interior slabs to be placed on 6 mil. stabilized polyethylene vapor on plans
barrier. Welded wnre mesh s to be placed In the top third of the Slab and is to be Exterior flashing is to be adequately installed at all connections between roofs, walls,
adequately supported bi' prm3 concrete bar supports to assure that the reinforcement •
Is held In position during corcete placement and finishing. chimneys, proJedlons and penetrations as requred by approved mastretion practices.
• Isolation Joints are to be nstalled between the slab and the walls. Use preformed FLOOR PLAN NOTES:
Joint filler that is to be cut I/2' below the slab surace and the resuking Joint is to be filled
wRh an elastomenc Joiirt sea4t • Dimensions shall take precedent over sole drawings, DO MiC7T SCAIP DRAWINGS
• General contractor to ell cop-r-tex (or copper) sheet metal termite shedds • All Interior walls to be covered with gyspusm board eidi metal corner reinforcing. All
between all wood surfaces tit are exposed to concrete or masonry surfaces, drywall products, Including gypsum board, screw, Jeint eOnrpoxnd, tapes R trim shall be U.S.
Gypsum Co. or approved equal. All Joints shall rccleve ~ tacks dpirit treatment. Sand final
• Dampproof exterior of bendation wall wRh a bituminous coating; Foundation coat to a umfonn smooth surface. All walls, ceiling and aitenor of closets to be taped and
excavation Is not to be bacH~eid prior to the installation of the floor framing. speckled, 3 coats, ready for paint.
PLUMBING ~ FiVAC NOTES• Insulation ratings and installation locations as Indicted on floor plans t sections
• Walls common to garage and house to have a layer of fire rated gypsum board at
• All plumbing work shat be done by a duly licensed plumber and must conform and adhere
to all New York State bmldny miles t saftey requrements. garage side with 5'-0' return on adJaceirt walls t ceiling. Pronde 2 layers of fire rated
gypsum board on all engineered lumber as required by manuficturer specifications
• If wall plates or Joists are cut during the Installation of plumbing fixtures or equipment
contractor must provide appiopnate braang to tic framing back together. • All bath C kitchen area walls and ceilings adJacent to wet areas to have water resistant
drywall, and provide wonderboard for all areas set to reeierve die.
• Baseboard hwting uto be hot water and zoned. Plumbing contractor is to
adequately size the system cad place the baseboards m an unobstrudlve location in each room
required to recieve heat. kdn~eirn of one thermostat for each zone vnll be requred.
• Mechanical subcontractor n responsible for adhering to all applicable codes and
saftely requirements.
• HVAC subcontractor to iAFy coordinate system data t requirements with the
equipment supplier and to pipde final system layout drawing and submit It to general contractor,
owner and equipment suppliQ br final review < approval.
TABLE R3ol .s DESIGN LOAD CALCULATIONS
ALLOwA&.E DEFLECTION or sTwacrurzAL MEME3ER9 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (Ibsf)
STRUCTURAL MEMBER ALLOWABLE DEFLECTION EXTERIOR BALCONIES 60
RaRem haven slo cs rerter 4180 DECKS
than 3/ 12 with no finished c 40
attached hn rafters ATTICS WITHOUT STORAGE lp
Interior walls! a,titioro H/I eO ATTICS WITH STORAGE 2e
Flmrs 6 lastered cede s U360 ROOMS (OTHER THAN SLEEPING ROOMS) 4p
All other structural memeben U240 SLEEPING ROOMS 30
Exterior walls with taster a FV360
stucco finish CRITERIA FOR CALCULATION OF DEAD LOAD
Exterior walls -wind loads wrai 0240 ACTU EIGH OF MATERI 5 REF REN ED TO A.1. .
brittle finishes ARCHITECTURAL GRAPHIC STANDARDS
Exterior walls -wind loads wM V 120
flexible finishes SNOW
GROUND SNOW LOAD ~,p p~p•
CLIMATIC AND GEOGRAPt11C DESIGN CRITERIA SEISMIC
WEATHERING SEVERE DESIGN CATEGORY B ~
FROST LINE DEPTH 3'-O"
TERMITE MODERATE TO HEAW WIND
DECAY SLIGHT TO MODERATE
WINTER DESIGN TEMP. I I WIND SPEED 120 m h
ICE SHIELD UNDER- A.S PER MANUFACTURER'S EJ(POSURE CATEGORY B
LAYMENi REQUIRED SPECIFICATIONS/STATE CODE
FLOOD HAZARDS ti~~f NEW r0,p~,
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2Np. FLOOR WALL STVp RING STUF5
WOOD.VISi µWD JOIST 2ND. R°JR %Alf CWPP~P STUD
sL@PUJOR
BLOCIVNG JOIST HANfJ_F RIM BDARD nPgRR
G'RDfWXwRR 1ST. RCOR TOP PIAi6 JALR 5NCs
WOOp GRLfR µVOp pl5i
I Si ROOft WALL STUD
TrPILAL nGL£R CONNECT VJN
I OI ST PRAMIN60KRWWpGIRCd JOIST FRAMING RVSn VAM GRDERM[AD[R
MiCAL MULTI5TORY LONNECTIONs
WN15TW M[TAL nOIR
BOTTOM M1E DONN STROP
Well STUD 5VB PtppR 9B-I GG SINRpL
BOTTOM PLATE DOU%EJOISL NNIS PS PfR ~3-2'YA•Wp 5TUp
BAiHNB 1ST. RWR WALL STUD MMIUrALTURIX
® CORVERTW.
WUBlf J015i 2'N4'S1LL
I ST. M1WRBAiE
51.EVLOOR PUR
RIM BOARD RIM JOIST M.
DOUCIf X115T POR IgNBfpAING WA115 pBL, BILL PL1Tf
DDUat su rwTE
DOVBLf J015i fpR UNDER ABATHTUB rOUHDATION WALL ANLH°R BOLT I'Ia4 R[MR'X
5N[AF LORE-MN.
12't[NGTM
PFDNce I/2'SPRLIrG
BEfWE`N THE WO STUD 3G MIN. fOVWAT'ON
ANO TXE20TH[R STUDS REBAQ LfNGfH WALLTry.
FpR ALLOW'M'' CONNECT C°RN[RSTUD I/2'MIN.
SILL G0.5RET HOIDOJWN I16TAlIATgN iO TRAN5rPR5HEAR IST. fLCOR TO roUN°ATION CpNNfCTIONS PROM CORNER
E rAST[N wtTH (21 I Gd
TERMIT[ SHIELD COMMON Ni1L5 ®C O.C.
L9L SILL RgTH MfTAI HOLD-W VM / UPLIFT AICHOR
910PW"` fN°WALL WIND RESISTANT CONSTRUCTION CONNECTORS
FDUNDATION WN1
SHGR WALL CORNER C°NN[Li10N
CONNECTION LOCATION: PART NUMBER: NOTES:
SILL PwTeS ro PODUOnnDN ANLHOwNG RIDGE-TO-RAFTERS C520 21" APPLY TO EACH PAIR OF RAFTERS
RAFTER-TO-WALL H7 APPLY TO EACH RAFTER
CONSTRUCTION DETAILS 6 WIND LOAD PATH CONNECTION DETAILS APPLY TO EACH RAFTER
Nor TO BUNe R/4F-TER-TO-PLATE H8 or H2.5
PLATE-TO-WALL STUD C520 18" APPLY TO EACH WALL STUD
2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 36" APPLY TO EACH WALL STUD
HEADER-TO-JACK STUD C520 12" APPLY TO EACH JACK STUD
CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD
SHEAR WALL HOLDDOWN ANCHOR SSTB 16 APPLY TO EACH SIDEWALL END
1ST. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE
USE WITH 3" SQUARE WASHERS
USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.
FOLLOW MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACf1Y.
NAILING SCHEDULE
2001 SBC HIGH WIND EORION WOOD FRAME CONSTRUCTION MANUAL
JOINT DESCRIPTION NAIL DUALITY NAIL SPACING
ROOF FRAMING
RAPTOR TO TOP PLATE TOE NAILCD 8'-O' WAIL: 9-8d POt RAFTCR
10'-O WALL• 4-BA PQ[ RAFTCR
G[ILING JOIST TO TOP PIATC TOE NAILED 8'-O' WAIL 3-8d PCR JOIST
I O-O' WALL 4-BA P[R J015T
0[ILING J015T TO PARALL[L RAPT[R FAG[ NAILED 5[[ TABL[ 3.7 CACH LAP
C[ILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE BJ CACH LAP O I O I O O I O I O
GOLIAR TIE TO RAPTOR PAGC NAIL[0 9CC TABLE 3.4 POt TIE _ 1 _ J _ _ _ J_ _ L _
BLOCKNG TO RAFTER TOE NAILCD 2-BA CACH CND
RIM BOARD TD RAFT[R END NAILCD 2-16d CACH OID I I I I
WALL FRAMING I I I I
TOP PLATO TO TOP PLATE FACC NAILED 2- 16d PER FORT I I I I
TOP PLATES AT INi CRSCCTIONS FACE NAILCD 4-16d JOINTS- UGH SIDC I I I I
9TV0 T09TU0 rAG[NAILCD 2-16d 24'OtC
TOP OR BOTTOM PLATE TO STUD CND NALIED 2166d P~ 2X4 9O D EDGES O I D I O O I O I O I
3-16d P6f 2X6 STUD
4- I GQ PCR 2XB STUD I I I I
BOTTOM FLATC TO FLOOR JOIST,
BANDJOIST, [Np JOIST, OR BLOCKING PAC[ NAILED 2-16d ' - PQt FOOT I I I I I
I
FLOOR FRAMING I I ( I
J015T T091Ll, TOP PLAT C, OR GIRD ER TOC NAILED 4-Bd PQC J015T I I I I
BRIDGING TO JO6T TDE NAILED 2-Bd [ACH CND I I I I
BLOCKING TO JOIST TO[ NAILED 2-Bd CALM [ND
BLOCKING TO SILL OR TOP PLATE TD[ NAILED 3- I Gd UCH BLOCK I I I I
L[DGER STRIP TO BEAM rAOE NAILCD 3-16A [ACH JO15T _ _ _ _ _ _ _
JO15T ON LCOGCR TO SCAM TOE NAILCD 3-Dd PCR J015T ~ ~ ~ r
BAND J015T TO JOIST END NALLED 3- 16d PCR JOIST O I O I O O I Ot I O
BANG JOIST TO SILL OR TOP PLAT[ TO[ NAILED 2- 16d P[R FOOT
ROOF SHEATHING
STRUCTURAL PANELS
SEE DLA41>-~M
Ba
FOR ROOF SHCATHING WITHIN 4'-O'OFTHCPCRIMETCR EDGE OFTHE ROOF, INC UDING 4'-0'ON EACH SID[OPTHE ROOPPUK. THE 4'-O'PERIMRCR Nailing Zones for Roof
EDGE ZON[ ATTACHMENT REOUIREMENT9 SHALL >'J[ U5[D.
CEILING SHCATHING Sheathing in 120 MPH Peak
GYPSUM WALLBOARD 5d COOLERS TPDGC710'FICLD Gust Wind Zone
WALL SHEATHING
STRUCTURAL PANRS 8d a~ mGP ZOUP - 1 G' O/G - G' AT PANCL CDGC9 AND 1 2' AT
INTCRMEDIATC SUPPORTS IN TH[ PANEL FIELD
8d IuTFR1OR zour - 16. O/C - G' AT PANCL EDGES AND 12• AT
INT[RMEDIATC SUPPORTS IN THE PANEL PI[LD Zone 1 Zone 2 Zone 3
PIBCRBOARD PAN[L5 7/16' 6d 3' [DGE/ 6' PI[LD '
GYPSUM WALLBOARD 25/32' 8A 3' [DG[/ 6' R[LD 6.a O,^- ,12rr O. - 4n Q-~-
Sd000LERS T[DGC/ 10'PICLp Field V
8d a' mGP znuP . I G' O(C - 6' AT PANCL [DG[S AND 12' AT
HARDBOARD INTCRNI[DIATC SUPPORTS IN THE PANCL PICLD Panel Edges 6" O.C. 6" Q.C, q" p,C.
BA INTERIOR ZOUP- 16.0/G-6'AT PANELCWES T
INTERMEDIATE SUPPORTS IN TH[ PANCL FI[L ~1~ ~ Ew Nailing Requirements for 120 MPH, 3 SeC. 1
FLOOR SHEATHING eak Gust.
STRUCTURAL PANELS - I • OR Ld5 DA 6' EDGCf 12' PICLD O~~ ~ Thick Roof Sheathing wfth Sd Common Nails
' Nnhng rerylrcmente are based on wall >heakhllq naked G inches O.G. at Che pawl Mge. If wall aheaMing ro naJed 3 mchee O.C. at the pa e
higher shear capackn>, v111ry reo,Blremenk> fa >truckural memberc >NII be dwbled, or alkernate connector>, >uch sa shear plates, > d~p
Iwd path. a
' When wall >heathlrXg la rcnbnuoua over connaked membero, khe Eabubted number o1 rc1b ahal I be permNPrJ to be rPdviced to I - 16d rot y 1 ~V
' Gorro>ron mletank I 1 rodm m11> and 16 a e 5b Ip vc ermkked, check IBC for addiboml rc IrcmenE>.
1
GENERAL WIND PROTECTION CONNECTION NOTES ALTERNATIVE FOR OPENING PROTECTION
Adapted from Standard for Hurricane Resistant Residential Constructlon; SSTD
I 0-99 and 1995 SBC High Wlnd Edition Wood Frame Constructlon ~;vooD 5TRL.cTLRAL PANEL9 cr A n~lirJir.JUr,I rrleKrvE55 CF z: 6 AND neArnt~u ~ PAr;EL SPAU oFa~
Fasteners and Connectors for Wood Frame Constructlon 5r ALL BE PERh~I ~TEC FoR oPErJIr;G PROTECT,CrJ IrJ Ctv AND T:vc STCRt~ BLILDmIGS. PA~,ELS
Sr ALL BE PP,ECLT `C ~C'dER GLAZED OPEN mJGS ;a~iTr ATTACrnaENT rARD'd; ARE PRC~,aD ED.
I . A continuous load path between footings, foundations walls, floors, studs and rREFER TC SECT~CrI 6G9. a ArJD 609.6.3 AND TABUS 609. .c
roof framing shall be provided.
2. Approved connectors, anchors and other fastening devices not included In TABLE 1609. I .A~
the Standard Budding Code, Table 230E, I shall be installed In accordance with tb1ND~RJEDEeR'SPRCTECTIerv FASTErtIrJG3creDt,LEPCR:u000STP.I,~ uR;U=gr115
manufacturer's recommendations.
FASTENER SPACNG nrJCrE5'
.3. Metal plates, connectors, screws, bolts, and Halls ex OSed direct) t0 the PANEL 9PAGI < 2 - 2-.^. < PArJEL <_C < PArIEU 6-D a PAnEU
p y FASTENER TVPE D' SPArI < < ~ SPAN < 6-C 5PArl < 8-C
weather or subject to salt corrosion in costal areas, shall be stainless steel or
hot dipped galvan¢ed' 2 I2~ N6 vvoCD ScREwS 6 6 z 9
4. Where windows and doors Interrupt wood structural panel sheathing and :;z ae :n!000 SC RE:vS 6 6 6 _
siding, framing anchors or connectors shall be provided at the top and bottom
of cnpple studs, header studs, and at least one stud at each side of opening. A.''ri57ABLE ~5B.a5m orl A nrAxin.lLnJ avIND 5PEED r3 SECCrIC GLST; of 3D r.1Pr AMID nIEA~, RCCF
rE~GI-T CF 33 CR LE59
5. Ridge Straps Shall be attached t0 each pair Of OppOSmg rafters eXGept Where B. FASTENERS Sr ALL 6E INSTALLEC AT CPPCSIIJG EcIDS CF TrE :4CCD STRh CTLRi.L PAIIEL
collar ties of I x6 or 2x4 lumber is located in upper third of attic space and c. P;rERE 5 RE,vS ARE AttncreD Te n1A5CrJRVCRn1A5e~IRv STt,cx,'rEVSrALL eE
ATTACFED U LIZiNG 4iBRATICN RESISTANT ANCHORS rA iG A n^PJIIVILh9 . *r DRn'ir
attach to each pair of rafters. cAPACm CF <9o Las.
6. Uplift connectors shall be provided at each rafter bearing.
7. Floor to floor hold-downs to be provided every 48, and every 16" within 4'
of exterior corners.
8. SIII Plate to Foundation Anchorage: SIII plate shall be anchored to the
foundation with anchor bolts having a mm, bolt diameter of 5/8" and 3" x 3" x
i /8" washers. A minimum of one anchor bolt shall be provided within 6 to 12
inches of each end of each plate. Anchor bolts shall have a minimum embedment
of 7 Inches In concrete/ masonry foundations. Anchor bolts shall be located
within 12 Inches of corners and at spaang not exceeding 4 feet on center.
WINDOW AND DOOR SCHEDULE
'~^.!2aa6 TI LTA!A9n a,36 8.29 I O a 23.9 -2 B. ~ 30 2
-L~3C46 TI:T~.a'A9C 3,?C , D,3 20 a 2aJ .26.9 ?C 3 EGRESS
2a36 TILT:vASr a,28 3.?3 ~ C < 23.9 -28. 30 3
^.26x6-^ '.'LTC~'ASr a.69 8.3; 20 < 2a7 -26.9 30
A:^RJING 3.9 0 a ~ nICLLED LNIT~ TEhIPERED
' ~ 23.9 -28. ~ 30 3
°-rr6068 FRErICr :"OLD rIfIGFD 6., 2:.92 a 23.2 -23.a ao
TC BE ArIDEPSEh, <CD SER,_5, ~_!ILE55 CTrER:^A SE 5PE~IF!ED
"~'ICC~:STC. BE."IT°EXTERC ~IF'.rI~ERIOR; TRADITIONAL 4TrLE,',nM~TF FIPLS^'. LOCKS tnARCm'ARE APID FLLL EX'EROR SCREErJS
Sd.L"-ED DI: CSC' GR_., _ P° NA^tE^'T EY.ERICR, P.EP,r Cw ABLE MTERICR AS Sn C: 41 C~~ ELE': gTICrlS
_C_LU,'ICIJS FCR `'p ICC,vS BqS~ ~PCrI E7(POBURE B h,ILST rA,E PG CPGRADE KIT.
=CEFFCIBI' ~ 0 :n'ITM 2C rPr BA=~,^, ~.~;D SFEEC. A5 PER E rAEETS rl~ STATE EGRESS REOUREP.:ErJTS
-~6L°_ R 30-. ? '2 !IE "•C R`. SSaTE B_I'JIeIG ~CDE. ~ ~
G, nA5"AELE SPACE.
CLSTCra GfILLES-SEE ELE'.'ATiCfJS
_ ^?E'iIfIGS rl CPIG T'Ir:C 5 A'ID CCC,R5 Sr ALL BE PROTEC'ED :`dTr REPoIObEAB~E o!B' n~OCD `_PRL CTL GLPAPIELS
` LI,A[u~.~Lr;~ OF 8O 5PAn. ° _'ENEP,S ^CR SPAPI9 LP TC 6-O' SCALL BE 2 ;2 -a B:vCOD 50RE AT 6 CSC. FA5TE4IER5
` , c.... _ -0 ^ -D 5r;.__ e`_' _ -?+8 n- ~ 2 0.,,. TABLE 30 .2. .2
_'.:TS i.~„5'r.1EET CR 6:CEEC'-E r,urur,ILP,~ DESGN PRESSh RE RECcIRED, ANV P,tt, uEC LruTS rJ~ST VaEET CR°_i:CEED
TIV.IES Tr, DESIGN PRE55L R°_ R°_CLnREC AHD r.ILST TRANSFER UCA05 TC TrE RCUGri OPENING 5L B5TRATE A.L Er.TERICR
G_r~ ~ I ..5'r~IEET ASTr.' E ~ 996 TEST RE^iL ~REr,IEh'T5 A9 PER EIE;!~'rCRK STATE RES~DETITIAL CCPLTRL CTICr, CODE
P~_cF Tv SE~TIvN R i p79... !1 ~~R ALTERrAT~',f CiPENIrJG PRCTECTCrI.
4"a rzoof veNT
ROOF
~4
ATTIC BATH 2 -NEW
1 va nrz T1 va '
W.°.
SH WER
SECOND FLOOR
NEW 1 va a z
C.OI +
BATH I -NEW LAUNDRY
nev
3'
11q 11/4 F.A.I.
1/a 1 12
W. ~I. M.
SHC)WER
FIRST FLOOR
z
1 1/a 3
Ci.p a 2
_ TO SLffOLK CODNTv
DfP. Of hfALTr1
a' C I. SERNCES APPROVED
BASEMENT TRAPS snNITAZ~srsrenn, jy~~~~,lO
N~ e
" iP' ~ ~,r~
r~
O
SLOPE' I/4" PER FOOT PITCH TO
DRAIN
r
.Z
PLUMBING RISER DIAGRAM
Nor To scALe ~aFESS~~Na,