HomeMy WebLinkAbout38473-Z Town of Southold Annex 5/7/2014
P.O.Box 1179
54375 Main Road
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 36894 Date: 5/7/2014
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 480 Topsail Ln, Southold,
SCTM#: 473889 Sec/Block/Lot: 79.-7-15
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
10/22/2013 pursuant to which Building Permit No. 38473 dated 11/4/2013
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:
ADDITIONS AND ALTERATIONS INCLUDING A DECK EXTENSION AS APPLIED FOR
The certificate is issued to Esposito,Gerald&Esposito,Zdzislawa
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 38473 05-06-2014
PLUMBERS CERTIFICATION DATED 05-05-2014 Cutc gue East Plumbing&Heating
,/A46rLled Si ature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
f
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#: 38473 Date: 11/4/2013
Permission is hereby granted to:
Esposito, Gerald & Esposito, Zdzislawa
Va , N-Y 11580 Hd 'I
—A-Y / j
To: Additions and alterations to an existing single family dwelling as applied for.
At premises located at:
480 Topsail Ln, Southold
SCTM # 473889
Sec/Block/Lot# 79.-7-15
Pursuant to application dated 10/22/2013 and approved by the Building Inspector.
To expire on 5/6/2015.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $410.40
CO -ADDITION TO DWELLING $50.00
ON : $460.40
C
Buildi In pe for
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be Bled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey ofproperty with accurate location ofall buildings,property lines,streets,and unusual natural or
topographic features.
2. Final.Approval fromHeakh Dept. ofwater supply and sewerage-disposal(S-9 form).
3. Approval ofelectricalaistaIlation fromBoard ofFire Underwriters.
4. Sworn statement frompimter certifying that the solder used in system contains less than 2/10 of 1% bad.
5. Comnercialbuilding, ixiustrialbuilding,nxd*le residences and similar bindings and installations,a certificate
of Code Compliance from architect or engineer responsible for the binding.
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 ofproperty 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 Certificate ofOccupancy is
denied,the Building Inspector shall state the reasons therefor iawriting to the applicant.
C. Fees
1. Certificate ofOccupancy-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 buildig$50.00,Businesses$50.00.
2. Certificate ofOccupancy on Pre-existing Building- $100.00
3. Copy ofCertificate ofOccupancy-$.25
4. Updated Certificate ofOccupancy- $50.00
5 Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Date. IV,/f - 2013
New Construction: Old or Pre-existing Building: (check one)
Location ofProperty: ��0 1-0 V6AA
House No. I Street 1- Hamlet
Owner or Owners ofProperty: 64 2 (is1�o,5, y
Suffolk County Tax Map No 1000,Section '� Block It 7
Subdivision Filed Map. Lot:
Permit No. q Date ofpem-&. 1 -G`, 3 Applicant:
HeakhDept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate:_ C (check one)
Fee Submitted:$
Applicant e
pF SO(/jyo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O. Box 1179
roger.riche rtQ-town.Southold.ny.us
�r
Southold,NY 11971-0959
COUNTY,Nc�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Esposito
Address: 480 Topsail Ln City: Southold St: NY Zip: 11971
Building Permit#: 38473 Section: 79 Block: 7 Lot: 15
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: SBA: Platinum East Electric Inc License No: 34091-me
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition X Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures 2 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 8 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 5 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches F1 Twist Lock Exit Fixtures TVSS
Other Equipment: 1-Ice maker, 1-wine cooler
Notes:
Inspector Signature: Y_1-4_ Date: May 6 2014
81-Cert Electrical Compliance Form.xls
�vso�ryo
Town Hall Annex Telephone(63-1)165-1802
54375 Main Road Fax(631),765-9502
P.O.Box 1179 G Q
Southold,New York 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
.CERTIFICATION
Dater /
Buildin g Permit No. ( 73
Owner: �J
(Please print)
`
ww-
/ n_
Plumber: -� � lac S Wtot ldt ;C,ta ciC P—[-� —c
(Please pr' t)
I certify that the solder used in the water supply system contains less.than 2/10 of M.
lead.
(Plumbers Signature)
Sworn to belbre me this
day of f 20
CONNIE D.BUNCH
y, Notary Public,State of New York
Notary Public, — L County o.
Qualified 1 In Usk County
Commission Expires April 14,2�
* f
TOWN OF SOUTFIOLD BUILDING DEPT.
765.1802
NSPECTION
[/FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ j INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRI
REMARKS:
DATE f INSPECTOR
TOWN OF SOUTNOLD BUILDING DEPT.
765-1802
PECTION
[ ] F NDATION 1ST [ ] ROUGH PLBG.
[ FOUNDATION 2ND [ ] INSULATION
[
FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] E ICAL (FINAL)
REMARKS:
DATE INSPECTOR
623
TOWN OF SOUTNOLD BUILDING DEPT:
765-1802
INSPECTION
[ ] FOUND N 1ST [ ] ROUGH PLBG.
[ ] F DATI ND [ ] INSULATION
[ FRAMIN /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ j FIRE SAFETY INSPECTION
[ ]
FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL)
REMARKS: ��✓✓I�
DATE � � [13 INSPECTOR
TOWN OF SOUTMOLD BUILDING DEPT.
765-1802
INSPEC"ROUGH N
[ ] FOUNDATI -1ST [ PLBG.
[ ] F ATION 2ND [ ] INSULATION
[ FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ j
FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
J
DATE INSPECTOR
3�103Z/
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
[/ NSPEC ON
FODA TION 1ST [ ROUGH PLBG.
TION 2ND [ ] INSULATION
/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] EL TRICAL (FINAL)
REMARKS:
JA
DATE INSPECTOR
i
I r
L -
'3 lltrftsf so
TOWN OF SOUTNOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [
[ ] IN ION
[ ] FRAMING/STRAPPING FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
c
REM KS:
DATE � f INSPECTOR A4,t4 �
Lw
L � y�OF so
ti �o
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROY" PLUMBING
[ ] FOUNDATION 2ND [ ] I U O
[ ]
FRAMING / STRAPPING [ FIN L
[ ] FIREPLACE & CHIMNEY [ ] FIRE NSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
c_n
Ct A W
G
DATE INSPECTO
i
�o��,oF souryo6
e
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ f' ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
� lrv, o
DATE d INSPECTOR
RIM
� • n r AFAMWA "` .
ON W
INOULATION Mt N.Y.
ADDMONAL COMN3NTS
•
v
,F SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
JING DEPARTMENT Do you have or need the following,before applying?
WN HALL Board of Health
.OUTHOLD,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
Examined 0 Assessment Form
L (/{ Contact:
Approved 20 Mail to:
Disapproved a/c I (
Phone:
Expirration — —` 0
�l — I---•.Il ``--`I- Vector
APPLICATION FOR BUILDING PERMIT
k OCT 2 2 2013
Date I'6 • �U/ ,20-0 I INSTRUCTIONS
'!'a`' ,'' 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 County,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.
(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
Pe C,10, / y
Name of owner of premises �l 'J �GJp��✓�
(As on thb 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. Locationpf land on whic posed wok will be done:
House Nkimber Strebt Hamlet
County Tax Map No. 1000 Section 11q Block Lot l/
Subdivision Filed Map Ao. Lot
.z. State existing use and occupancy of premises and intended use and occupancy of proposed const I uctio
a. Existing use and occupancy St YIa,�Q .{=A r1ill LL1 («l t✓ t�OG� 4 .1e G
b. Intended use and occupancy Sk vt.�, w c c� 14N oly_
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost ���� t � 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.
Y/O;t Depth O �
7. DimensionsRRf existing st�u99tures,if any:Front Rear p
Height a/(o - 10 /- Number of Stories
Dimensions of s me structure with alterations or additions: Front 8 Rear &�"
Depth 4` Height Q& '- /o Number of Stories
8. Dimensions of jnMi new cipr;struction:Front & Rear yr z Depth r.2 3
Height - Number of Stories 7
r
9. Size of lot:Front a Rear 17349 Depth
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
13.Will lot be re-graded?YESI vi" NO Will excess fill be removed from premises?YES_NDl"""-
14.Names of Owner of premises �'S�V 514V Address 50J d Phone No.
Name of Architect k-06 Address G hone No
Name of Contractor g• D• 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 kEAEQUIRED.
b.Is this property within 300 feet of a tidal wetland?*YES NO L-
*IF 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 survey.
18.Are there any covenants and restrictions with respect to this property?* YES NOX
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
0Xn n y� r being duly swom,deposes and says that(s)he is the applicant
(Name of individual signing con Act)above named, CDNNIE D.BUNCH
(S)He is the T)2 S 10j( Notary Public,State of New York
(Contractor,Agent,CorporMe Officer,etc.)
Qualified in Suffolk County D
of said owner or owners,and is duly authorized to perform or have performed the said wAPFAff &gkWe� t}�i P% 14da >
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.
Sworn to kbefore me th'
day of 9QA, 2013
C`Jemv�c I
Notary Public S' natur of pplic
SOUjyO
Town Hall Annex 411 411 Telephone(631)765-1802
54375 Main Road Ae ,,fax(631)7%5�2�
P.O.Box 1179 roaer.richert Own.SOU o .ny.us
Southold,NY 11971-0959 ��•M
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: i(OT(f Date: �-
Company Name: ,�,,
, , — r 1�_ . _ _ c
Name:
(F
License No.: 3 YD r1 cr
Address: 20 e-I&, Cyr S u7-tyo 0
Phone No.: (t T- 4?
JOBSITE INFORMATION: (*Indicates required information)
*Name: F S r65 /7-0 eef 119tt,[r--
T
*Address: y86 7-0 P Ayc-
*Cross Street:
*Phone No.: r76 "--
Permit No.: �-b y
Tax Map District: 1000 Section: -7 Block::_ Lot:
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
(Please Circle All That Apply)
*Is job ready for inspection: Y / NO Rough In Final
*Do you need a Temp Certificate: YES/ O
Temp Information (If needed)
*Service Size: 1 Phase 3Phase 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
c S-/
82-Request for Inspection Form
k
2TTNa:r,�;2;;a�r
SCOTT A.RUSSELL ®�r�ffQlk� Yr JAMES A.RICHTER,R.A.
SUPERVISOR MICHAEL M.COLLINS,P.E.
TOWN HALL-53095 MAIN ROAD w ' TOWN OF SOU rHOLD NEW YORK 11971
Tel (631)-765-1560 w rC�y ;s Fmc. (631) 765-9015
'viil.:lit1EL_CnLLi^.5 t'7TOSt1 SOTIt_�JLD 4'1 i]5 '7�j� „� r" _3�L'y€IF BI!'EfTL3tLc UtN'tiSIJUTHOL�.?.Y.LS
_._...
OFFICE OF THE ENGINEER
TOWN OF SOUTHOLD
STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET
(To be completed by the applicant)
TO: Engineering Department PLEASEATTACH:
FROM: BLAding Deparbnerlt Copy of the completed Application for
I I no Building Permit
DATE: l•
r! Stormwater Management Control Plan
APPLICANT: 'JI
n//]] Completed Stormwater Management
S.C.T.M Control P lan Review Check ist
PROPERTY ADDRESS: �Jd 'n�JM far LAOe 'GoG)"461P
BRIEF PROJECT DESCRj ION: l
S�O( -FAtNt1 do t o G + J
S L o1�/Yt GL,
***FOR ENGINEERING DEPARTMENT USE ONLY***
Reviewed By. Date:
Fl Approved
F] Additional Information RegUred:
REVISED 9/17/2013
' FFit DATE:
Stormwater Management Control APPLICANT: D51
¢ 1 Plan Review Checklist S.C.T.M.#: -
PHYSICAL ADDRESS: S p To Ski
Stormvwater Management Control Plan Requirements Yes No NA If No or NA,Please Provide Additional information
1.Plan drawn to scale ofnot less than 60 feet to the inch showing:
a.location and description ofproperty boundaries b/
b.total site acreage
c.existing and natural and mar-made features am and within 500 feet
of the site boundary as required in§236-17(0)(2).
d.test hole data indicating sod.characteristics and the depth to water
e.proposed lirnits ofclearing and the total area ofproposed land
disttubance
£existing and proposed contours of the site(minimum 2'interval)
g. location of all testing and proposed structures,roads,driveways,
sidewalks,drainage irrproverrionts and utilities
h spot grade and finished floor elevations for existing and proposed
stnactures
i location ofthe swinining pooldischarge ring
j. location ofproposed soilstockpile area(s)
k. location ofthe proposed comtruction entrance/staging areas
L location of the proposed concrete washout area
m location of all proposed erosion and sediment control measures
2.Plan inchxies calculations showing that the stornwater improvements
are sized to capture,store and infiltrate on-site the mmofffromall
iripervious surfaces generated by a two-inch rainfili
3.Detail drawings(required for plan approval)provided for:
a.erosion and sediment controls
b.construction entrance
c. inlet structures(e.g.catch basim,trench drains,etc.) ✓
d. leaching structures(e.g won basins,swales,etc.)
REVISED 9/17/2013
IF f
SCOTT A.RUSSELL JAMES A.RICHTER,R EOO 3Q C 213
EL SUPERVISOR MICHA M.CODUNS, .E.
TO%77 HALL-53095 MAIN ROAD TORN OF SOU'rHOLD,NEW YORK 1197 "
Tet (631)-765-1560 ,ay Fax. (631)-765-9015
4SIr11AFL.CV0 ".. TQA14.SO'UTHOLD NT ' 1 ,y�O ]A M.RICHTER.a.TOA�S(DUTHOL7.\Y.
OFFICE OF THE ENGINEER l��
TOWN OF souTfloLn "� 7
STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET
(To be completed by the applicant)
TO: Engineering Department PLEASEATTACH: r W
FROM: Building Department Copy of the completed Application for
DATE:
I I Building Permit
2�lJ
APPLICANT:
Yr Stormwrater Management Control Plan
�1�0�✓I'�Z'�
Completed Stormwater Management
S.C.T.M#: Control P lan Review Checklist
PROPERTY ADDRESS: 41910 *V'5 M 1, LAOe 400NOL D
BRIEF PROJECT DESCR ION:"CtA I l
42 iMI4+1a^ d0 a O + J
S l 01"ac:
IfloVIDe - dslaynfi-rm )c -1) dn* LoAC+our i)6L,�t
***FOR Gl1 EERIN E T USE ONLY***
Reviewrrd B Date:
A ved
A it I klformatiort Required:
REVISED 9/17/2013
Ji
I
I
i
DATE: l f • I/r• 71/3
r Stormwater Management Control APPLICANT: ADS,
a0 Plan Review Checklist S.C.T.M.#: , _ _ �_ , s
PHYSICAL ADDRESS: D Tv s� 1 J Ga
Stormwater Management Control Plan Requirements Yes No NA If No orNA,Please Provide Additional Information
1.Plan drawn to scale ofmt less than 60 feet to the inch showing:
a.location and description ofproperty boundaries
b.total site acreage
c. existing and natural and man-made features on and w ithk 500 feet
of the site boundary as r in 236-17(C)(2).
d.test hole data indicating sod characteristics and the depth to water V I(Z t✓
e.proposed linAs ofclearing and the total area ofproposed land 7 '
disturbance
f existing and proposed contours of the site(minimum 2' interval) E V oz eD
g. location ofall existing and proposed structtres,,roads,driveways,
sidewalks,drainage 'japrovernmts and utilities
h spot grade and finished#bar elevations for existing and proposed
structures
i location ofthe swinxnlog pooldischarge ring
j. location ofproposed soi7stockpile area(s)
k. location ofthe proposed construction entrance/staging areas
1 location of the proposed concrete washout area YerW%te,6 ltjTDujhj,,
m location of alt proposed erosion and sediment control measures t
2.Plan inchades calculations showing that the stomwater improvements N eeD 5 ?-,"V t cS tOA`:'
are sized to capture,store and kifWate on-site the rumfffrom all n,�
irrperviois enm-ated by a two-inch rainM CI�LCUL F(bViDe,D �oirkeQuATe-
3.Detail drawings(required fDr plan approval)provided for:
t
a. erosion and sediment controls
b. construction entrance
c. inlet structures(e.g.catch basins,trench drains,etc.) ✓
d. leaching structures(e.g.infiltration basins,swales,etc.) 13et m t- of L.P, e �►k�-cc�
REVISED 9/17/2013
,L♦
SO!/lyol
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O. Box 1179
�r
Southold,NY 11971-0959
Cou
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
April 29, 2014
Gerald & Zdzislawa Esposito
480 Topsail Lane
Southold, New York 11971
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 — 38473-Z additions/alterations
SURVEY OF LOT 42 i
MAP OF LEENARD ACRES AT f3AYVI EN i N
FILED JUNE 4,1411,FILE No.5599
51VATE: f3AYV1EW tp W E
TOWN: 5OUTHOLD
SUFFOLK COUNW, NY S73-0 2
°t S •1
SURVEYED II-03-2005 'SOnr 5
5WFOLK COUNTY TAX u P=
1000-19-1-15
CERMF D TO: 230.0060
s
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I b cfpk k N°t1se x OP n'
to
/ 2 LAND
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MONUMENT FOUND 2 n : .. °•
°t 4� 29 03'
o
AREA = 40;003 5.F.or OA18 Acre
I COVERED AREA REFFR5 TO AN AREA
OF t
HI TH DIRT FL OOR Po Ot/T51DE COVERED STORAGE
WI JOHN C. EHLERS LAND SURVEYOR
FL
I
I GRAPI is 5GALE 1'= 30' 6 EAST MAIN STREET N.Y.S.LIG NO.50202
RIVERHEAD,N-Y.11901
—-- - _ 369-8288 Fax 369-8287 REF.-ZZApros\05105-334.pro
5UR\/EY OF LOT 42
MAP OF LEElNARD AGRE5 AT BAYV I EN N
FILED JUNE 4, 19"11,FILE No.5599 �� +- -51TUATE: BAYVIEW i
TOWN: 5OUTHOLD �� i
SUFFOLK COUNTY, NY S�3o0 Lots s I
SURVEYED 11-03-2005 2 50,rU R=y`
5UFFOLK COUNTY TAX# l:: ^sue
1000-19-1-15
CHRIM®TO: 230 , 0 I
Genad T. °° oo �� m
Wd,19 Fugo s
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NOTES:
■ MONUMENT FOUND 2 n...., .w._Tx...-.. ..F
' AREA = 40;003 5.F.or 0.918 Acre
COVERED AREA REFERS TO AN AREA JOHN OF POSSIBLE OU C
TSIDE ovERED STORAGE
WITH DIRT FLOOR JOH O. EHLERS LAND SURVEYOR
GRApmr— SCALE I.= 30, 6 FAST MAIN STREET N.Y.S.LIC.NO.50202
I RIVERHEAD,N-Y.11901
SURVEY OF LOT 42
MAP OF LEEWARD AGRES AT BAYV I EN N
FILED JUNE 4, I971, FILE No. 5599
SITUATE: B,4YVIEW
TOWN: 5MTHOLD
5UFFOLK COUNTY, NY s
SURVEYED II-03-2005 730Q2'Sp„r
SUFFOLK COUNTY TAX # �%
1000-79-7-15
0
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Gerald T.F.sposUD n j
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NOTES:
I ■ MONUMENT FOUND
I L-ot 229
AREA = 40,003 S.F. or 0.918 Acre
COVERED AREA REFERS TO AN AREA
i OF POSSIBLE OUTSIDE GOVERED STORAGE T(� <
i WITH DIRT FLOOR
JOHN C. EHLERS LAND SURVEYOR
i
6RAPHIG SGALE 1"= 30' 6 EAST MAIN STREET N.Y.S.LIC.NO-50202
j .�_ _ RIVERHEAD,N.Y. 11901
369-8288 Fax 369-8287 REF.-Z:\pros\05\05-334.pro
REScheck Software Version 4.4.4
J1 Compliance Certificate
Project Title: Esposito 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: 20%
Heating Degree Days: 5750
Climate Zone: 4
Permit Date:
Construction Site: Owner/Agent: Designer/Contractor:
480 Topsail
Southold,NY Nancy Dwyer Design Consulting,Inc.
Southold,NY
using Compli�inc(.-�- Passes UA trade-off
Compliance: 12.3%Better Than Code Maximum UA: 146 Your UA: 128
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.
Envelope Assemblies Glazing
Gross Assembly Area • or Door UA
Perimeter •
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 536 28.0 0.0 18
Wall 1:Wood Frame, 16"o.c. 876 28.0 0.0 35
Window 1:Vinyl Frame:Double Pane with Low-E 135 0.320 43
SHGC:0.00
Door 1:Glass 40 0.310 12
SHGC:0.00
Ceiling 1:Flat Ceiling or Scissor Truss 536 28.0 0.0 20
Compliance Statement: The proposed building design described here's c sistent with the building plans,specifications,and other calculations
submitted with the permit application.The proposed building has been sign d to meet the 2010 New York Energy Conservation Construction Code
requirements in REScheck ersion 4.4.4 and to comply with the mandat req 'rements listed in the REScheck Inspection Checklist.
�' SEQuO h,
10 16 6) 3
Name-Title Signatu Date
��Gc NE,i,1C�
n W
OA�T�• 7 ZONP�
Project Title: Esposito Residence Report date: 10/15/13
Data filename: Untitled.rck Pagel of 6
i
T
REScheck Software Version 4.4,4
Compliance Certificate
Project Title: Esposito 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: 20%
Heating Degree Days: 5750
Climate Zone: 4
Permit Date:
Construction Site: Owner/Agent: Designer/Contractor:
480 Topsail Nancy Dwyer Design Consulting,Inc.
Southold,NY Southold,NY
Cofiqdi,w ,; Passes using UA trade off
Compliance: 12.3%Better Than Code Maximum UA: 146 Your UA: 128
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.
Envelope Assemblies
Gross Glazint:
Assembly Area • _cont
�
Perimeter •
Floor 1:All-Wood JOISt/Truss:Over Unconditioned Space 536 28.0 0.0 18
Wall 1:Wood Frame, 16"o.c. 876 28.0 0.0 35
Window 1:Vinyl Frame:Double Pane with low-E 135 0.320 43
SHGC:0.00
Door 1:Glass 40 0.310 12
SHGC:0.00
Ceiling 1:Flat Ceiling or Scissor Truss 536 28.0 0.0 20
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 2010 New York Energy Conservation Construction Code
requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name-Title Signature Date
Project Title: Esposito Residence Report date: 10/15/13
Data filename: Untitled.rck Page 1 of 6
E5PO51TO RE51DENCE
N I G0571 0"E 173.88'
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SCTM: 1000-79-7-15 AREA
Information taken from
survey prepared by PROPOSED
John C. Ehlers, Land Surveyor ADDITION
Riverhead, New York
dated November 3, 2005
PROPERTY AREAS: EXISTING HOUSE
Existing lot area: 40 035 t DECK TO REMAIN
House(existing): 1 890 sq.ft
Deck(existing): 585 sq.ft.
Pool(exlstlm): 800 56t'ft. z
Total existing areas: 3275 sq.ft.
Existing lot coverage: 8.1%
Proposed new addition: 530 sq.ft CLI v Ln
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TOTAL LOT COVERAGE: 9.G%
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PAGE:
FOUNDATION PLAN
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Gutters continuously around;
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TYPICAL ALL LAYOVERS- I I
Installer -all leaders drain to BOLT TO RAFTERS W/8' SECTION
G" 0 PVC pipe to new drywells. SECTION A ° I EXISTING R.R.
A LAG BOLTS �WASHERS I
TO REMAIN
RUNOFF CALCULATIONS: I I
New Roof Area = G55 sc[.ft
x .I G7 x 7.5 = 820 gallons
Keciulres - (2) 4'-0"X 3'-9"nngs(or equal) I a
ADJUST ROOF OVERHANG
DRYWELL ACCORDINGLY FOR FASCIA
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SS1
5
GENERAL WIND PROTECTION CONNECTION NOTES
Adapted from Standard for Hurricane Resistant Residential Construction; SSTD
5I 15 N RIDGE O 10-99 and 2001 SBC High Wind Edition Wood Frame Construction
SYP. ALL ATE CONNECTOR Fasteners and Connectors for Wood Frame Construction
(TYP. ALL RAFTERS)
C9
Z
1 . A continuous load path between footings, foundations walls, floors, studs and E:
12 VERIFY ROOF PITCH IN roof framing shall be provided. a
ARCHITECTURAL ASPHALT 10 FIELD; MATCH EXISTING
ROOFING DX MATCH D 15#FELT 2. Approved connectors, anchors and other fastening devices not Included In m
OVER C CDX PLYWOOD 2-2' C.B. . (TYPICAL the Standard Building Code, Table 2306. I shall be Installed in accordance with
WITH ICE WEATHERSHIELD C.T. H R.R. (TYPICAL manufacturer's recommendations, z � O
@ PERIMETERS *VALLEYS — — BOTH ENDS) — LU C\J- X8" C.J. IG"O. _ 0 IF-
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PROVIDE 4" CLOSED CELL 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the w
SPRAY FOAM INSULATION weather or subject to salt corrosion In costal areas, shall be stainless steel or Q _ z
51MP50N H7 CONNECTOR IN JOISTS * RAFTERS hot dipped galvanized.
FASCIA AND VENTED SOFFIT;
4. Where windows and doors Interrupt wood structural panel sheathing and c9
_
MATCH EXISTING siding, framing anchors or connectors shall be provided at the top and bottom z W
— of cripple Studs, header Studs, and at least one stud at each side of opening. J w
4"X 8" C.J. ROUGH SAWN BEAMS WHERE SHOWN Q � Q �
3- 2"X 8" HEADERS; I"x 10" RIM CONTINUOUS
PROVIDE SIMPSON C520 AROUND ROOM 5. Ridge straps shall be attached to each pair of opposing rafters except where
STRAPPING ABOVE ALL NEW 1P collar ties of I xG or 2x4 lumber Is located in upper third of attic space and
WINDOWS EXTERIOR DOORS 2' GYPSUM BOARD N attach to each pair of rafters. �
TYPICAL ALL AREAS G. Uplift connectors shall be provided at each rafter bearing.
O
° 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' W
X G" STUD FRAME EXTERIOR GREAT ROOM �
WALL @ 1 6 O.C. w/4 SPRAY FOAM of exterior corners.
INSULATION 2' CDX PLYWOOD SHEATHING
W/ TYVEK' HOUSE WRAP;SIDING TO 8. SIII Plate to Foundation Anchorage: SIII plate shall be anchored to the o
TO MATCH EXISTING ON HOUSE NOTE: foundation with anchor bolts having a min. bolt diameter of 5/8" and 3"x 3"x N
ALIGN FINISH FLOOR HEIGHTS i/8" washers. A minimum of one anchor bolt shall be provided within G to 12 `6 � Ln
2- 2"X E ITE SILL PLATE NEW WITH EXISTING inches of each end of each plate. Anchor bolts shall have a minimum embedment z t`
OVER SILL SEE SHIELD of 7 Inches In concrete/ masonry foundations. Anchor bolts shall be located o �_ G)
OVER SILL SEAL within 1 2 Inches of corners and at spacing eeing feet center.not excd 4 ft >- O
PROVIDE SIMPSON CS20 � � O
W/ LPT4 CONNECTORS
PROVIDE 4" CLOSED CELL O 0 0
SPRAY FOAM INSULATION o
NEW 8" POURED CONCRETE TO UNDERSIDE OF JOISTS,
FOUNDATION WALL W/ TYPICAL ALL AREAS
P-4"X 8" d. FTG.; PROV.
2-#4 REBAR IN FOOTING
(TYPICAL ALL AREAS) L W
RAFTER
RAFTER
NOTCHED RAFTER D
RIDGE RIDGE RAFTER O
TOP PLATE TOP PLATE
WALL STUD WALL STUD
O
TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING
BUILDING SECTION "All
\ TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION
z
SCALE: 4" O
NAILING SCHEDULE
2ND.FLOOR WALL STUD KING STUDS Q
2001 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
JOINT DESCRIPTION NAIL QUALITY NAIL SPACING WOOD JOIST WOOD JOIST 2ND.FLOOR PLATE CRIPPLE STUD
ROOF FRAMING BLOCKING SUBFLOOP
JOIST HANGER RIM BOARD HEADER
RAFTER TO TOP PLATE TOE NAILED 8'-O"WALL:3-8d PER RAFTER 7:�z GIRDER/HEADER I ST.FLOOR TOP PLATES JACK STUDS
10'0"WALL: -5 d PER JOIST WOOD GIRDER
CEILING JOIST TO TOP PLATE TOE NAILED 8'-O"WALL:3-8d PER JOIST WOOD JOIST
10'-0"WALL:4-8d PER J015T
CFIUNG 015T TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP D E I G N LOAD CALCULATIONS
ST FLOOR WALL STUD
CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP
COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PERTIE
JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDEPJHEADEK TYPICAL HEADER CONNECTION
BLOCKING TO RAFTER TOE NAILED 2-8d EACH END MINIMUM U NIFOKMLY DISTRIBUTED LIVE LOADS(1175f)
RIM BOARD TO RAFTER END NAILED 2-1 Gd EACH END
EXTERIOR BALCONIES 60
WALL FRAMING TYPICAL MULTI-STORY CONNECTIONS TOP PLATE TO TOP PLATE FACE NAILED 2-I 6d PER FOOT DECKS 40
TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS-EACH SIDE ATTICS WITHOUT STORAGE 30
O
STUD TO STUD FACE NAILED 2-1 I G ATTICS WITH STORAGE 40 BOTTOM STUD
PLATE DOWN STRAP i Gd "O/C METAL HOLD-
HEADER TO HEADER FACE NAILED 6d 6"O/C ALONG EDGES SUB FLOOR 38-I Gd SINKER
TOP OR BOTTOM PLATE TO STUD END NAILED 2-I Gd PER2X45TUD ROOMS(OTHER THAN SLEEPING ROOMS) 40 WALL STUD DOUBLE JOIST NAILS AS PER
I ST.FLOOR WALL STUD 3-2"X4"WD STUD
- PER 2X6 STUD BOTTOM PLATE MANUFACTURER @ CORNEKTYP. v
a-IGd PEP ZxaSTUD SLEEPING ROOMS 30 BATHTUB �-
DOUBLE JOIST :.r f'�od 2"X4"SILL Z
BOTTOM PLATE TO FLOOR JOIST, IST.FLOOR PLATE PLATE
BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-16d `— PER FOOT CRITERIA FOR CALCULATION OF DEAD LOAD SUBFLOQP
FLOOR FRAMING ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. DOUBLE JOIST FOR NON-BEARING WALLS RIM BOARD RIM JOIST TYP. ., U
JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d EACH JOIST
END o+3"' DBL.SILL PLATE
BRIDGING TO JOIST TOE NAILED 2-8d EACH END ARCHITECTURAL GRAPHIC STANDARDS DOUBLE SILL PLATE rw+("''
BLOCKING TO JOIST TOE NAILED 2- /'��
DOUBLE JOIST FOR.UNDER A BATHTUB ANCHOR BOLT (I)S4 REBAR IN D_ �
ad EACH END FOUNDATION WALL SHEAR GONE-MIN. LU BLOCKING TO SILL EA TOP PLATE TOE NAILED 3-1 Gd EACH BLOCK 12"LENGTH
LEDGER STRIP
LED E BEAM TOE NAILED NAILED 3-16d EACH JOIST SNOW PROVIDE 1/2"SPACING
GROUND SNOW LOAD BETWEEN THE END STUD 30"MIN. FOUNDATION
JOIST ON LEDGER 15 BEAM TOE NAILED 3-1 G PER JOIST 45 165. AND THE 2 OTHER STUDS REBAR LENGTH - WALL TYP.
BAND JOIST TO JOIST END NAILED 3-1 Gd PER JOIST FOR ALLOWING 1/2"MIN. (9
BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-16d PERFOOT SILL GASKET HOLDDOWN INSTALLATION CONNECT CORNER STUD FROM CORNER Q
SEISMIC t TO TRANSFER SHEAR IST.FLOOR TO FOUNDATION CONNECTIONS •
TERMITE SHIELD FASTEN WITH(2) 1 Gd
ROOF SHEATHING
STRUCTURAL PANELS
DESIGN CATEGORY B COMMON NAILS @ G11 O.C.
4'PERIMETER EDGE ZONE-I G"O/C-G"AT PANEL EDGES DBL SILL PLATES METAL HOLD-DOWN/UPLIFT ANCHOR
r L
8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (TO OVERLAP JOINTS) 51DEWALL O
ENDWALL ( \ O
INTERIOR IAT E-16"O/S IN THE PANEL EDGES AND 12"AT WIND FOUNDATION WALL z U
ad INTERMEDIATESUPPORTSIPEAK PANEL FIELD WIND SPEED 120 mph SHEAR WALL CORNER CONNECTION WIND RESISTANT CONSTRUCTION CONNECTORS Z
FOR ROOF SHEATHING WITHIN 4'-O"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-O"ON EACH SIDE OF THE ROOF PEAK,THE 4'-0"PERIMETER
EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. EX POSU RE CATEGORY B CONNECTION LOCATION: PART NUMBER: NOTES: 1
CEILING SHEATHING
SILL PLATES TO FOUNDATION ANCHORING RIDGE-TO-PAFTERS CS20 21" APPLY TO EACH PAIR OF RAFTERS G
(( ��
GYPSUM WALLBOARD sd COOLERS 7"EDGE/I O^FIELD RAFTER-TO-WALL H7 APPLY TO EACH RAFTER �J 5
TABLE R30 I .G n
WALL STRUCTURAL ----.-. _.. .,. .. ._ - _-- ._ _.. - - -._ RAFTER-TO-PLATE H8 or H2.5 APP EACH R2FfER--°--..r,. O
STRUCTURAL PANELS ad 4'EDGE ZONE- 16"D/C-6"AT PANEL EDGES AND 12"AT CONSTRUCTION DETAILS �WIND LOAD PATH CONNECTION DETAILS �� I'
INTERMEDIATE SUPPORTS IN THE PANEL FIELD ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBERS PLATE-TO-WALL STUD X520 @ 18" APPLY `I` .; , W
ad NTERORZONE-16"O/C-G"AT PANEL EDGES AND 12-AT STRUCTURAL MEMBER ALLOWABLE DEFLECTION NOT TO SCALE 2ND. FLOOR WALL-TO-IST.FLOOR WALL LFfAorCS20 36" APPLYT STUD
F
INTERMEDIATE SUPPORTS IN THE PANEL FIELD
FIBERBOARD PANELS 7/1 G" Gd 3"EDGE/G"FIELD Rafters havin 510 eS greater L/1 60 HEADER-TO-JACK STUD C620 @ 12" APPLY .9 (f!�f�r-
25132" ad 3"EDGE/6"FIELD than 3/12 with no flnl5hed cellln CRIPPLE STUD-TO-HEADER H3 APPLY
GYPSUM WALLBOARD Sd COOLERS 7"EDGE/10"FIELD
ad 4r EDGE ZONE-I6"O/C-6"AT PANEL EDGES AND 12"AT attached to rafters SHEAR WALL HOLDDOWN ANCHOR SSTBI6 APPLY I ID
HARDBOARD INTERMEDIATESUPPORT5INTHEPANELFIELD CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA - F
Interior walls&partitions H/180 1 ST.FLOOR-UNDER-SILL PLATE CS 20 WRAP UN U y r
8d INTERMEDIATE-16"O/C IN THE PANEL EDGES AND 12"AT WEATHERING SEVERE (U 5E WIT , WA'3#
INTERMEDIATE SUPPORTS IN THE PANEL FIELD Floors I lastered ce111n s U360 Z cl
All other structural memebers FROST LINE DEPTH 31-O" USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESIS qN IiCTIdN� T J �✓�
U240 FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM FT ✓
FLOOR SHEATHING ELS TERMITE MODERATE TO HEAVY `
STRUCTURAL PANELS-I"OR LESS ad 6"EDGE1 12"FIELD Exterior walls with taster or f1/360 ,�.. PAGE:
" Nailing requirements are based on wall sheathing nailed 6 inches O.C.at the panel edge. If wall sheathing is nailed 3 inches O.C.at the panel edge to obtain stucco finish
DECAY SLIGHT TO MODERATE .
higher 5hear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to mamtam the Exterior walls-wind loads with L/240 WINTER DESIGN TEMP. I I
load path. brittle fln151-e5 ICE SHIELD UNDER- AS PER MANUFACTURER'S
When wall sheathmg is coritmuous over connected members,the tabulated number of nails shall be permitted to be reduced to I-I Gd nail Fer foot. Exterior walls-w1 nil loads with L/120 LAYMENT REQUIRED SPECIFICATIONS/STATE CODE
Corrosion resistant a roofin nails and 16 a e sta es are rmitted,check IBC for additional re mrements. flexible finishes FLOOD HAZARDS
GENERAL NOTES:
• The Information on this set of construction documents is to relate basic design FRAMING NOTES:
Intent and framing details. They are intended as a construction aid, not as a
substitute for generally accepted good building 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 building codes. The general contractor Is responsible for
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 W
finished,structurally sound and weatherproof completed product. refers to current arsenic-free treated wood standards and shall take the place of'CCA'
Z m
• General contractor to coordinate all subcontractors,scheduling of work and
interaction between trades. • All T-11'5 are to be installed in accordance with the manufacturer's specifications and shall include
squash blocking web stiffeners at bearing points on girders and other load bearing areas n
• The contractor Is responsible for ensuring that all work and construction meets Z
17- N
or exceeds current federal,state and local codes,ordinances and regulations,etc. • Structural Steel ASTM A3(;- FY=3G KSI O O O
These codes are to be considered as part of the specifications for this building plan. z
• All straps,connectors,plates, bolts, nails,etc.are to be galvanized. Designated connectors,straps, W 0
• If e the course of construction,a condition exists which disagrees with that as etc,on these drawings are my by Simpson unless otherwise indicated. All connectors,straps,etc.are to be Z
indicated on these drawings,the contractor shall stop work and notify the designer nailed/bolted in accordance with the manufacturer's specifications.
�the engineer immediately. Should he fail to follow this procedure and continue work,
he shall assume all responsibility and liability arising therefrom. z
• All floor sheathing is to be 4'AC type plywood,tongue groove and shall be glued and screwed to z
• Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. the floor Joists(G"o.c.edges$ 12"o.c.field) Q W W
• The designer has not been engaged for construction supervision and assumes no • Solid blocking is to be installed every 8'-O"max.or mid span of all floor Joists with spans exceeding OC C� }
responsibility for construction coordinating with these plans,nor responsibility for 8'-0". Blocking Is to be installed at all point load bearing points.
construction means,methods,techniques, sequences or proceedures or for safeey
EXISTING SKYLIGHTS
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. • Install double Joists under all partitions running parallel
TO REMAIN; VERIFY 4-1_
• Contractor to provide hardwired smoke detectors,with battery back up,and with • All exterior wall headers to be 2-LVL's as Indicated on floor plans�sections and all Interior CLEARANCE OF NEW ROOF LAYOVER 0
no intervening switches, on all floors and in each bedroom.Verify with local code headers are to be 2-2"x 8"unless otherwise noted. All headers exceeding 5-0"shall have a double
requirements as per Section R3 17 New York State Residential Construciton Code. Jack stud with a single king stud t on exterior walls provide double sill plate(typical). U�
Install carbon monoxide detectors as per code. 2"X 12" RIDGE W/ W
• Provide Insulation baffles at eave vents between rafters and soffit vents as indicated 5IMP50N C520 CONNECTOR
FOUNDATION NOTES: on plans
(fYP. ALL RAFTERS) L
• General contractor to review plans,elevations and details to determine • Exterior flashing is to be adequately installed at all connections between roofs,walls, N 41 }
intended heights of finished floor above typical grade. chimneys, projections and penetrations as required by approved constrction practices. G• 12 J N
"AZEK' BEADBOARD \( 0 � 5 N
• Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/5q.ft. FLOOR PLAN NOTES: Z
a ins DO NOT SCAM DRAWINGS
CEILING ON PORCH „��' @ „ -- ADJUST ROOF OVERHANG �_ �
• Concrete shall be FC =3,500 PSI @ 28 days • Dimensions shall take precedent over scale dr w O - ACCORDINGLY FOR FASCIA O
g 3- 2 X 8 HEADER __ 2 X 8 C.J. 16 O.G. _ SOFFITS TO ALIGN p O
• Concrete on 4"sand or gravel fill minimum,with 6x6- 10/10 welded wire mesh • All Interior walls to be covered with z"gypsum board with metal corner reinforcing.All "
reinforcement. Interior slabs to be placed on G mil.stabilized polyethylene vapor drywall products, including gypsum board,screw,Joint compound,tapes 4 trim shall be U.S. J
barrier. Welded wire mesh is to be placed in the top third of the slab and is to be Gypsum Co.or approved equal. All Joints shall receive 3 coats of joint treatment.Sand final 2'-8 I!2"
adequately supported by precast concrete bar supports to assure that the reinforcement coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and
is held In position during concrete placement and finishing. spackled, 3 coats, ready for paint. FASCIA I I"x ROUGH SAWN BEAMS
VENTED SOFFIT; I
ALIGN HEIGHT THROUGHOUT II APPLIED TO SURFACE TO II
• Isolation Joints are to be installed between the slab and the walls.Use preformed • Insulation ratings and installation locations as indicated on floor plans t-sections MATCH EXISTING POST LU
Joint filler that Is to be cut 112"below the slab surface and the resulting Joint is to be filled m BEAM FRAME INTERIOR I
with an elastomeric Joint sealant. • All bath>E kitchen area walls and ceilings adjacent to wet areas to have water resistant �]E :1E
drywall,and provide wonderboard for all areas set to receive tile. ni � J
• General contractor to install cop-r-tex(or copper)sheet metal termite sheilds t` I WET BAR
between all wood surfaces that are exposed to concrete or masonry surfaces. PLUMBING * HVAC NOTES: O
t
• Dampproof exterior of Foundation wall with a bituminous coating; Foundation
excavation is not to be backfilled prior to the installation of the floor framing. • All plumbing work shall be done by a duly licensed plumber and must conform and adhere
to all New York State building codes t-safety requirements. MAHOGANY DECKING I
ELECTRICAL NOTES: TO MATCH EXISTING � � 2- 2"X 6" ACQ SILL PLAT Q
• If wall plates or Joists are cut during the installation of plumbing fixtures or equipment OVER TERMITE SHIELD ,--
contractor must provide appropriate bracin to tie framin back to ether. 2"X 10" F.J. @ I G"O.G. OVER SILL SEAL;
• All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include p g g g PROV. H4 CONNECTOR 2"x8" D.J. 3- 9�" LVL PROVIDE 5IMP50N C52 z
installation of fixtures specifications as indicated on plans. Light fixtures to be supplied by . Mechanical subcontractor Is responsible for adhering to all applicable codes and 2- 2"X 8" ACQ GIRDER 2 W/ LPT4 CONNECTORS O
owner and Installed by contractor. GPI outlets required at bathrooms and exterior areas. Install DROPPED GIRDER
safely requirements.
all outlets as per code. All work is to be done in strict accordance with the New York State Code AB SERIES CONNECTOR n
by a licensed electrician. All new switches it outlets to be Levition,standard,supplied 4 installed 3 2 COLUMN BURIED IN
HVAC subcontractor to fully coordinate system data t requirements with the 2'-0"X 2'-0"X 1'-0" POU ° g' DIAMETER ANCHOR BOLTS
by contractor. Contractor to do all hook-ups as required for bathrooms. equipment supplier and to provide final system layout drawing and submit it to general contractor, W/ 7" MIN. DEPTH @ 48"O.C.
owner and equipment supplier for final reviews approval. 4"X 4" POST ON I O" o CONCRETE FOOTING
SONOTUBE W/POURED m W/ MIN. 3"X3"x8°WASHER @PLATE Q
CONCRETE FOOTING
2'-10"X 2'-0"X P-O"d.
(TYPICAL BOTH) 2" FOAM BOARD PANELS
2'-10'" IN AROUND ENTIRE
PERIMETER UNDER SLAB
* UP SIDE OF FOUNDATION
WALLS
SECTION 11811
SCALE:
WINDOW AND DOOR SCHEDULE - HOUSE GARAGE z
t\
0/ U L0
W I TW3052 w/TWF30 1 5 TILT WASH it TKAN50M G.G4 12.03 20 4 24.7 -2G.9 30 3 2"MULLION BETWEEN W
W2 A351 AWNING I.G 4.90 10 5 25.9 -34.7 35 2
W3 GW 14 CASEMENT 6.8 7.20 10 4 25.9 -25.1 50 2 m
W4 AP352V AWNING 1.G 10.90 20 4 24.7 -2G.9 35 1
W5 A3535 AWNING I.G 8.10 10 4 25.9 28.1 35 1 -
WG OVL2030 OVAL - 3.20 10 4 25.9 -28.1 70 3 ONE INSTALLED @EXISTING GABLE
O
}
DI FWHGOGB FRENCH WD.HINGED 33.58 21.92 50 4 23.2 -25.4 40 1 ALTERNATIVE FOR OPENING PROTECTION z U z
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/1 G"AND MAXIMUM PANEL SPAN OF 8'-0" Z
ALL WINDOWS TO BE ANDERSEN,400 SERIES,UNLESS OTHERWISE SPECIFIED
SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS
WINDOW STYLE, FINISH,HARDWARE it LOG KS TO MATCH EXISTING AND FU LL EXTERIOR.SCREENS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.
SIMULATED DIVIDED LIGHT GRILLES AS SHOWN ON ELEVATIONS
(REFER TO SECTION I GO9.1.4 AND I GO9.G.5 AND TAME I GO9.1.4)
U J �
TABLE I GO9. 1 .4 ,� °�' �.. LU
CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B MUST HAVE DP UPGRADE KIT. �---�
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS ICI L
COEFFICIENT I.O WITH 120 mph BASIC WIND SPEED. AS PER E MEETS NY STATE EGRESS REQUIREMENTS G '
FOR HABITABLE SPACE. FASTENER SPACING(INCHES) �'O •I�`;'�'J- ''\
TABLE K30 1.2(2)NEW YORK STATE BUILDING CODE. PANEL SPAN<2' 2'-0"<PANEL 4'-0"<PANEL G-0"<PANEL
CUSTOM GRILLES-SEE ELEVATIONS / 1h'
FASTENER TYPE O" SPAN<4'-O" SPAN<6'-O" SPAN<8'-O" 6M' -� :
WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH KEMOVEABLE 5/8"WOOD STRUCTURAL PANELS 2 u2"#6 WOOD SCREWS 6 G 2
C
WITH MAXIMUM OF 8'-0"SPAN. FASTENERS FORSPANS UP TO 0-0"SHALL BE 2 112-#8 WOOD SCREWS AT I G"O/C,FASTENERS 2 112"#8 WOOD SCREWS G 16 I G 12
2' PAGE:
FORSPANS UP TO 8'-O"SHALL BE 2 112"-#8 AT 12"O/C. TABLE 30 1.2.1.2 7 � '
A.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF
HEIGHT 3
ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED SHALL LESS
L
B. FASTENERS ERS SLL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 7 1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL_BE
GLAZING MUST MEET ASTM E 199G TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. ATTACHED UTILIZING V113KATION RESISTANT ANCHORS HAVING A MINIMUM WTTHDRAWL
REFER TO SECTION R 1 609.1.4 FOR ALTERNATIVE OPENING PROTECTION. CAPACITY Of 490 LBS.