HomeMy WebLinkAbout40965-Z Town of Southold 12/29/2016
3 P.O.Box 1179
a
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 38752 Date: 12/29/2016
THIS CERTIFIES that the building RESIDENTIAL ALTERATION
Location of Property: 1700 Fairway Dr, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 109.-5-14.9
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
8/25/2016 pursuant to which Building Permit No. 40965 dated 9/6/2016
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:
INTERIOR ALTERATIONS (KITCHEN)TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Schober,Wayne
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 40965 12-22-2016
PLUMBERS CERTIFICATION DATED
A th ed Signature
o�SVZW— TOWN OF SOUTHOLD
�� ay BUILDING DEPARTMENT
CO TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 40965 Date: 9/6/2016
Permission is hereby granted to:
Schober, Wayne
70 Maine Ave Apt 22
Rockville Centre, NY 11570
To: Interior alterations (kitchen) to an existing single family dwelling as applied for.
At premises located at:
1700 Fairway Dr, Cutchogue
SCTM #473889
Sec/Block/Lot# 109.-5-14.9
Pursuant to application dated 8/25/2016 and approved by the Building Inspector.
To expire on ' 3/8/201'8.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00
CO -ALTE ION TO WTal:
$50.00
$250.00
Building Inspector
Fos m No 6
-CO\VN OF soUTHoLD
BU(LD(NG DEPARTMENT
TOV,N BALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
Tlits application must be filled in by typewriter or ink and submitted to the Building Department with the following.-
A-
ollowing: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 existiag 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 minof Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
im
Swg pool$50:00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy 6-f-Certificate of Occupancy---$&- ---
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Date.
New Construction: Old or Pre-existing Building: • (check one)
Location of Property: I7o D fa(ry ay Dr, e-��G�9 a�, /y'Y• 12 935
House No. Street Hamlet
Owner or Owners of Property: L`�i�- h Sc�w�e r +Ch2--y ( Ke * QoCy
Suffolk County Tax Map No 1000, Section ( 03 Block. 0.3 Lot 9
Subdivision Filed Map. Lot:
Pen-nit No. Date of Permit. Applicant:
Health Dept. Approval: N''/i9- Underwriters Approval:
Planning Board Approval: /'���►
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ ------- - -- ----- - ------
App icant Signature
pF SO(/r�®l
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G �� roger.riche rt(_)town.so Litho id.ny.us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Schober
Address: 1700 Fairway Drive City: Cutchogue St: New York Zip: 11935
Building Permit#: 40965 Section: 109 Block: 5 Lot: 14.9
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Daniel Wilcenski Electric License No: 4723-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor 1st Floor X Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 3 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt 2 Recessed Fixtures 10 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer AppliancesrK8]
Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches Twist Lock Exit Fixtures TVSS
Other Equipment: 1- Range Hood, 9- Under Cabinet Lights
Notes:
Inspector Signature: Date: December 22, 2016
0-Cert Electrical Compliance FormAs
�r
O�� ��OF SOUlyO
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] AISULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELE RICAL (FINAL)
REMARKS:
�hljywS old
04� /
DATE Y INSPECTOR
O��OF SO(/lyol
® �Courm,��'
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS:
C �'-TZ
DATE f INSPECTORV`
I iL Eu- t -
MARK SCHWARTZ &ASSOCIATES 28495 D4ain Road•PO Box 933•Cutchoguc, NY 11935
631.734.4185 1 wNvw.mksarchitcct.com
September 27 2016 D 12C[ROVIR
p DD
OCT 1 1 2016
Southold Town Building Department BIDING DE,,
P.O. Box 1179 Main Road TOWN OF SOUTTIf®LD
Southold,New York 11971
Re: Kennedy-Schober House
1700 Fairview Drive
Cutchogue,NY
Permit#Gfocl(o 5' Z
To Whom This May Concern:
I have been on site during construction and reviewed portions of the project such as the structural
elemants,window installation and insulation(existing R22 in ceiling to remain). I hereby certify,to the
best of my knowledge,this work has been completed as per plans and meets or exceeds Southold Town
and NYS code requirements.
Please call this office if you have any questions or require additional information.
Very truly yours,
i
Mark Schwartz
a
IA
Member Anlcl scan liv t(tute of Ai clutecture
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(1ST) y
--------------------------------------
FOUNDATION(2ND)
O �
ROUGH FRAMING& y
PLUMBING
r
INSULATION PER N.Y. y
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS
-7q ffl� z
o
d
b
H
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
South oldTown.NorthFo rk.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 0 / ,20 Single&Separate
Storm-Water Assessment Form
Contact:
Approved ,20 Mail to:
Disapproved a/c / aa
Phone: /I ( W
Expiration ,20
EVE, ifspecO��
._�
AUG 2 5 2016 APPLICATION FOR BUILDING PERMIT
r
=DING DEPT. Date , 20
'OWN OF SOUTHOLD 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 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.
(Sig ature of a plicant or name,if a corporation)
>Pa- IDY ,e.ffV
(Mailing address o appli ant)
•.sa:;•=x�4r��rt.>px.�a+a��v.•JA>c��.<.:�Y.-+_�`xe..:,..>7...��>
State whether applicant is owner, lessee, ager tVIA4rc; t e,G , epgtneeF,,,general contractor, electrician, plumber or builder
� 1 �'v.'4`�u"`�$gyFn3�•'''�'-'y/�k`*�1rIY^�t;Fj�rr'iK'r>,A,��'+r .;:,i.
Name of owner of premises l/`'aV h �– Sciw per ACX¢r-Y/ ;Q„1-%-9 WY
(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. RID 1!�-- 4
Plumbers License No. 6-0 aa3 —114
Electricians License No. 7 9-3– /M 6
Other Trade's License No.
1. Location of land on which proposed work will be done:
l'1 a o D r . tti`f" N. r'� • 4 g 3 S
House Number Street ' Hamlet
S- „ p
County Tax Map No. 1000 Section ` Block Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a.' Existing use and occupancy f'e a
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work K r t cAp,� re-ft-t-dzj
(Description)
4. Estimated Costso, 0 0 o 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 44-
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. .N
7. Dimensions of existing structures, if any: Front -5�r-s`!!:!� ear Depth
Height Number of Stories I
Dimensions of same structure with alterations or additions: Front V,/,4 !a4 a
Depth Height Numbei'pf Stories ,e
8. Dimensions of entire new construction: Front IV-IA- Rear tli sir-- Depthv
Height Number of Sto les q' » q zq
mma
9. Size of lot: Front 1-7 a Rear Depth UTC-X 35 aa v ANDY
10. Date of Purchase 900 -7 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 1/Will excess fill be removed from premises? YES NO
r-A°k,--rLo
14. Names of Owner of premises ko� ,,W Address(?61d c`ria y.fl?� Phone�No.
Name of Architect (OOLP-k Address/Vo-%- eCn&&*-A-Phone No 73V-`Y1d'S
Name of Contractor Ckyt la L c Q d e,.- Address F9,To Phone No. P-?7- S 3�4
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 BEAEQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO V
* 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 .tom NO
* IF YES, PROVIDE A COPY. lift - -
•DARLENE K BRUSH
Notary Public-State of New York
STATE OF NEW YORK) ND.OIBR6318051
SS: Qualified in Suffolk County
i�f p
COUN Y OF l Ildy Commission Expires Jan 20,2019
being duly sworn, deposes and says that(s)he is the applicant
(Name 9f individual signing contract) above named,
(S)He is the aozr��
(Contractor, gent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this 1 /
day of u S I 20
Notary Public Signature of Applicant
- - -
5
5
af Slyo
Town xaU Telephone(63 7
54375 Main Road
P.O.Box 1179 • Q rager.riche . s D
Southold,NY 11971-0959
DEC - 6 2016
BUILDING DEPARTMENT SU�D�G DEQ. i
TOWN OF SOUMOLI� _ TOWN OF SOUTUOLD
APPLICATION FOR ELECTRICAL INSPECTION
• F
REQUESTED BY." Date: Z /zz G !'!
Company Name:
e—LT i LA-\ '_&,)4-,
Name: "
-
License No.:
Address: P o . 9 o,>L S C .S'b
Phone No.: t
JOBSITE INFORMATION: ( `Indicates required information)
*Name:
*Address:
*Cross Street: W-0 0 C9 L.c.i Dr-, v -
*Phone No.: I
Permit No.: 73 P V4 Yb -,T-
Tax-Map District: 1000 Section: Block: Lot
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
(Please Circle All That Apply)
Is job ready for inspection: NO Rough In flnaI
*Do-you need a Temp Certificate: YES I
Te Information"t needed)
*Servi Size: 1 Ahase 3P 100 150 200 350 400 Other
*New Servi Re-connect Undergro Number of Meters Chan of Service Ovetfi
Additional Inforrma " P ENT DUE WITH APPU ION
8 leWest for Inspection Form U
f
t
I Lot 8
Now or Formerly S.88°59,20'E: 220.00' ¢
Doris Ketcham EL-18 i ELv16 EL-119
I
1
N Lot 9 N
Area= 40953 s.f I
W
( Ole c �_ >
p p/� r1� I,, 2tjc$�D12yw�LL D QU ----7491--- E-
PR S 0 /1 ae 19,0 38A' 02s>+3qT C.P 1
!T I • 'q 7' YISTi
{._wooD DItcN �$
A'04 T7 OAS 00 92 - zd o ToY__
_ p r
22�XI6 I o 4 Q 2132
WELL M F p
Q
EL-IA1 `- } np-_ �-
R
2-d- C
'Fj •_�� �' I 0
o
cis 1 r \71�• e.d
X249~ ----- 74.9,----� y
I �1
_ a?a: al NEw 06C��
Lot 10
I- '^-- •_� _ I _>�" _`;',ice:s."�::::[+ `� --k�=_'j,-.",•.n r>�' _
' N-„� j r= ."rixf:.,.?, 9p 8-�., _
-2F ' �� �- �" g`- .... tS
_ __ L^nM`•'k - - .'c.j•: -� - moi- n3-e3i..S.i.3._�N�>'••-"�,".�'5' 4'•r .x.r.e1•��rnr ,L_3'i.,v '194 �i�s2� �'-i--;�
� �rM'�i9�•_{�•a,.-i'r •`. +•p.� .-_
;•Y.;-�„'S=>ATAINYAIPoIPoG:;OGNYIHGOUS., _ - -
.: p;• 1 _ ''.. ..:}+'1_� r- — ., _..�: . - _ _-r[�:`moi`!"sy::4c
:9
-^,;RECNAR GE�'
'4:r _ fir} t-.c - �-'G._•Tf%r 1 fl:'+<- - _ y.�-_
_ �_}�� ;;��`-i :;y�' :'_.Y=;"SIISYECl: -z�rs pry--��-<r�n'�"-�iu'.ti=�J*d:-r,�-�:;-^=;g•�:'�•,.. _ �-=.�`--:�e�• -- .- � -
_ __ '�_:,�•i�:�}rtes,.. _ '�=�""1+=»c'�,"•ti.'���:�.:-:.;"_'F.1,.4;:> •:�,,�w_
- I a
�lS
n UiTNDAIEED AITPeArKlQ OB AUWIMi SURVEY FOR -
fO THIS SUEVEY IS A VIOWTION Of p. ®g 9 �tA pg Q p�
EKTION 7EDP Of THE MW vow:STAR ROBERT JOHNSENV
VOCATIOH LAW, LOT 9 "FAIRWAY FARMS"
CONES Cl THIS SUBM Jw NOT EEMONG -
THE LAM SURVEY011SBREDSOA 00. AT CUTCHOGUEIVEMBI, - OCTMAY 1. 1985
185
TON AAVAwftffCM&�� MWN Or SOUTHOLD SCALE 1"=50'
allAEAgIVES-ED,HEWN a=a= SUFFOLK COUNTY, NEW YORK NO 85-584
- OTGT TO THE PMM un"CIA THE S[RIYESJ -
15 FWABED'AND 04 HIS E8IAIF TO WO P UENAUTHORIZED ALTERATION OR ADDITION TO THIS GUARANTEED TO•
LIRE COMPANY.GOVOINNiETAL AGOCY SURVEY ES A VIOLATION OF SECTION 7200 OF THE AMERICAN TITLE INSURANCE _C(
SEPAEVG DERTTRION US"D N(NEQN 00 NEW YORK 3YATE EDUCATION LAO
(0 TNN A53rGMES OF ITN.L ,YSTF P COPIES CIT THIS SURVEY NOT BEARING THE LAND -
' ISITION GUM.NnB AI INT Ihl-4%aEELI _ SUR VE NRS INKED SEAL OR ENflnsSED SEAL SMALL OF q(lzgy6
10 APFRONYLL 092119Q'3, 009ffiOUSb '- NOT 02 CON 91D E RED TD BE A VGE IC TAU E COPY
_ PGUARAHTEES INDICATED HEREON SNALL RUN C91LY TO Q '
ENE PEASON FOR WMOM THE"J EY,S+EPARED
HEALTH DEPARTMENT-DATA F(N7 APPROVAL TO CORSTRgCT dT .10 Q
�/ MENI.D ON NI¢ BEHALF N THE TITLE INSTITUTION
GOVEAN_ Q
O NEAREST❑INCA OWS tll_ OSOURCE OF WATER TIi—LO PUDLIC_ MENTAL AGENCY TO AHD LENDING IS OF THE
ON LISTED
A THEIZ CO TAA tlAP ELLIM LWITHIN 00 F ET OF AE_LOT ERT METEOR,AND TO THE ASSIGNEES OF TYE LENDING
N YNEI� ARE F9 BWELLIK86 .WITHIN 100 FEET OF THIS PROPERTY IHS TItUT lav GUARANTEES ARE NOT TRAM SFERA BLE
OTHER THAN THOSE SHOWN HEREON t0 6001 TIONAL INSTITUTIONS OR SUBSEQUENT f {3
D THCOATER SUPPLY AIM SEMDISPOGAL SYSTEM TKR M19 AESIOENrg OwHERS /f
ILL 'CATER
TO THE STANDARDS OF THE SUPPOLK COUNTY DEPARTMENT PDISTANCES SMOHEREON ---- PROPERTY LIHI4
OF HEALTH UERVICEO iOH O ESISTIPG STRUCTURES ARE FOA A SPECIFIC G O 9
APPLICANT, PURPOSE AND ARE NOT TO DE USED TO ESTABLISH 45
PROPERTY LINES OR FOR THE ERECTION O1 FENCES
ADDRESS -
fAND US
TEL Fi
YOUNG
& ® UaG
4R ERZTAD"IEEK•T YOI
D
___- _ •-NOTE,"®=MONUMENT - ==
SUBDIVISION MAP FILED IN THE OFFICE OF THE CLERK - ALDEN W YOUNG,PROFESSIONAL ENGINEER
>-`= M''OF.'SUFFO LK-COUNTY ON FEB 15,1974 AS FILE NO 6066 `'`- AND LAND SURVEYOR N YS LICENSE N0 12843 -_-
�TtQ_lCCliT�'.iQf,CR1L(YJI,SEPT1e raNRlsgla EE9G600Es(EPI ONOWN Ia1t2oN ??
HOWARD XSLI Yd YOUNG, LAND SURVEYOR -
NYS LICENSE N093893
i�-u rsy�=.:i�:.x(10-7,RE((L®:0�9E66AwST10N9 A'SD OR DATA OEITAE0.s20 FG02S OTHSR4 - '- "-
I _
REVISIONS:
VED AS NOTED
DATE: B.P.#
,
FEE BY: _ -
NOTI B 'i'_D NC DEP RTMENT AT
REPLACE/ X.DOOR DOW 765-1 62 a AM TO 4 PIM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMIBING
3. INSULATION u
KING STUDS 4. FINAL - 'CONSTRUCTION MUST m
BE COMPLETE FOR C.O.,
ALL CONSTRUCTION SHALL MEET THE = o
U 4
CRIPPLE STUD REQUIREMENTS,-OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
HEADER DESIGN OR CONSTRUCTION ERRORS. a
JACK STUDS
EX. DINING ROOM CO v�I �Y ;,rl�_ ALL CODES OF
NEYO lK ST.P i E & TOWN CODES
LOCATION USP NUMBER DESCRIPTION APPLICATION AS RWEQUJIRED A w.� F
ALL.OPENINGS I LSTA12 1-1/4"x12" 20go. STRAPI APPLY TO EACH JACK STUD z
ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD O
H a
- _ _____ SO'�T.. TGtih1N TRUSTEES o
REMOVE EX.WALL.INSTALL NEW BEAM a
uu
o mQE I UNLAWFUL w
O I � S �IFICA ,
EX. BATH / EX. KITCHEN r� � ® �j� O
LAUNDRY REMOVE&RELOCATE Of
COOKTOP
A
o— — O az
El 1 O ii o o x
°o O ° ' ---- s -.' w o
REMOVE CW235 L REMOVE /��+''IN ,(.;A A '"
EX.WDW. NEW OPENING EX.WDW.
-%% 1,12 �� U
(2)2X8 HDR 3sTi $$' v '� ,i
DRAWN MH/MS
FLOOR PLAN /r &�r1 a SCALE. 1/4"=1'4'
n 1 a�ryiQr' JOB#:
\ — 1/„// }�7+ Au st 23,2016
SCALE: 1/4 - 1 �� �z.
SHEET NUMBER
A-1
REVISIONS:
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE �- PLAN CONTENTS:
ROOF FPA INCA: OCCUPANCY CLASSIFICATION3 RE I 1 L
1)RIDGE-TO RAFTER ASSEMBLY NAIL NAIL WILDING USE RESIDENTIAL DWELLING
1.1/4°x 20 gauge strap shall be attached to each pair of rafters In accordance to table 3 4 JOINT DESCRIPTION G NOTES
p When a collar tie Is used in leu of a ridge strap.thQTY SPACING
e number of lod common nails required BUILDING HEIGHT
(SEE PLANS)
CONSTRUCTION NOTES• in each and of the collar tie need not exceed the tabulated number of Ed rolls In the strap RAFTER TO 8'WALL 3.8d COMMON EACH TOE-NAIL
TOP PLATE 10'WALL 4.8d COMMON RAFTER TOTAL SQ FT.OF CONSTRUCTION (SEE PLANS)
1)The information within this set of construction documents is related to basic design 2J RAFTER-TO-WALL ASSEMBLY- CEILING JOIST 8'WALL 3.8d COMMON EACH TOE-NAIL
{ - Intent and framing details They are Intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be In TO TOP PLATE 10'WALL.4-8d COMMON JOIST PRESCRIPTIVE AS PER N Y S RESIDENTIAL CONSTRUCTION CODE AND
for generally accepted good building practice and compliance with current New York accordance to table 3.3 When a rafter or truss do not fall In Ione with studs below,rakers CEILING JOIST TO AS PER TABLE 3 7 EACH FACE DESIGN CRITERIA O
S State building codes The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top ANUAL
plate shall be attached toN AND QENERAL NOTES
constmctlon detalls and procedures to ensure a professionally finished,structurally the to'the wall stud with uplift connections Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM'SBC LAP NAIL MI S O
sound and a weatherproof completed product shall be connected with uplift connections in accordance with table 3 3c CEILING JOIST LAPP AS PERTABLE 3 7 EACH FACE EXT BALCONIES 60
OVER PARTITION WFCM-SBC LAP NAIL 40
2)The General Contractor Is responsible for ensuring that all work and construction 3)WALL-TO•WALL ASSEMBLY COLLAR TIE AS PER TABLE 3 4 EACH FACE DECKS
meets Curren!federal,state,county and local codes,ordinances and regulatlons,etc Wall studs above and studs below a floor level shall be attached with uplift connections In TO RAFTER WFCM SBC END NAIL ATTICS w/o STORAGE 10
These codes are to be considered at part of the spedficatlons for this building and accordance with table 3.36 When wall studs above do not fall in Ione with studs below,the ATTICS w/STORAGE 20
should be adhered to even If In variance with the plan studs shall be attached to a common member In the floor assembly with uplift connectors in BLOCKING 2-Ed COMMON EACH TOE DESIGN LOAD CALCULATIONS 20
accordance with table 3 3 TO RAFTER END NAIL ROOF(GROUND SNOW LOAD) oM
3)Dimensions shall take precedent over scaled drawings (LIVE LOADS PSF) 40
RIM BOARD EACH END ROOMS(OTHER THAN SLEEPING) N
(DO NOT SCALE DRAWINGS) 2•16d COMMON
4)WALL ASSEMBLY TO FOUNDATION-
First
TO RAFTER END NAIL 30
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 'h
WALL FRAMING STAIRS al)
4).The designer has not been engaged for construction supervision and assumes no connectors Steel straps shall have a minimum embedment of 7lnches In concrete C.J
responsibfiity for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,l5 Inches In masonry block foundations,or lapped under JOINT DESCRIPTION NAIL NAIL NOTES G DRA Lf A DI EC N 200
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed In accordance with table 3 3b When steel straps are lapped under the QTY SPACING EXPOSURE C AGO (DESIGNED FOR CAT.C) ts C+,° m
precautions and programs In connection with the work There are no warontle,fora bottom plate,3 Inch square washes shall be used with the anchor bolts Anchor bolt TOP PLATE TO PER FACE NAIL w
specific use expressed or Implied In the use of these plans spacing Is to be spaced and sized in accordance to table 3 2e,In addltlon to spacing. 2.16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
anchor bolts are to be spaced between 6.12 Inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE 1 O
5),Refer to the Window and Door schedule for exterior openings comers TOP PLATES AT JOINTS FACE
4.16d COMMON NAILING GE o"
INTERSECTIONS EA SIDE NAIL
6)The General Contractor Is to ensure that masonry or prefabracted fireplaces meets 5)TYPE I EXTERIOR SHEARWALL CONNECTIONS, STUD TO 24° FACE S 1
or exceeds manufacture's speciFlcetions and applicable codes Type I exterior sheer walls with a minimum of 7/16 Inch wood structural panel on the exterior SPUD 2-16d COMMONO C NAIL ym U
attached with Ed common nails at 6"o c at the panel edges and 12"o c In the field.end FIRE PROTECTION SEE FLOOR PLANS
HEADER TO 16"OAC FACE E Z O
7)The General Contractor is to consult with the owner for all built-in Items 1/2 Inch gypsum wallboard on the Interlor attached with Sd cooler nods at 7"o c,at panel HEADER 16d COMMON ALONG EDGES NAIL _
such as bookcases,shelving,pantry,closets,trims,etc edges end 10°o c In the field shall be in accordance with the length requirements specified U G A D D I
In table 315°•6 TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END R'
8).Wind load requirements shall be taken Into account during construction. PLATE TO STUD 3-1Ed COMM. PER 2x6 STUD NAIL E G C ONS RESCHECK
6)TYPE It INTERIOR SHEARWALL CONNECTIONS B07TOM PLATE TO PER FACE NAIL CLIMATIC&GEOGRAPHIC DESIGN CRITERIA
FOUNDATION NOTES: Type II exterior shearwalIs shall meet the requirements of table 315°•6 times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO FOOT SEE NOTE 1,2
• length adjustment factors In table 3 16 END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
1)The General Contractor and Mason to review plans,elevations,details and notes to SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAVMENT
determine Intended heights of finished floor(s)above typical grade 7)INTERIOR SHEARWALL CONNECTIONS FLOOR FRAMING• LOAD (MPH) CATEGORY DEPTH TEMP REQUIRED HAZARDS
Allowable sidewall lengths provided In table 3 14 shall be permitted to be Increased when NAIL NAIL
2)All footings to rest on undisturbed(virgin)soil. Interior shearwalls are used Sheathing and connections shall be In accordance with JOINT DESCRIPTION QTY SPACING NOTES 20 LBS 120 B SEVERE 3 FT MODERATE SLIGHT TO 11 YES -
TO HEAW MODERATE
2 4 4 2 and 2 2 4 respectively JOIST TO PER TOE
3)Provide 1/2"expansion joint material between concrete slabs and abutting 4.8d COMMON
concrete or masonry walls occuring In exterior or unheated interior areas 8)CONNECTIONS AROUND EXTERIOR WALL OPENINGS SILL.TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LO
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2•8d COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE
4)Any new concrete walls being attached to existing concrete structure shall with table 3 5 Window sill plates shell be have steel connectors In accordance with table TO JOIST END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES —w
be Installed with#5 re-bar,18"long at 12°o c Useapprove epoxy For Installetlon 3 5 BLOCKING EACH TOE {J�
a Unless otherwise noted,all tongs on grade to s e 2500 p s I Concrete st be 2-Bd COMMON 4'PERIMETER EDGE ZONE fid COMMON @16"0 C fid COMMON S 6°O C SEE NOTES
9)CATHEDRAL CEILING ASSEMBLY. TO JOIST END NAIL SEE NOTES
1(BOTH FIELDS)
poured on 4 Inch thick sand or gravel fill with 6x6 wire mesh reinforcing Interior slabs Where a rid is to be used es a structural beam,the rafter shall either be notched and BLOCKING TO EACH TOE INTERIOR ZONE ed COMMONS 6°O C ed COMMONS 12°O C NOTE 2 FOR PANEL FIELD N
to be minimum 3-1/2 Inch thick All fill to be compacted to 95%relative density with fie 3•16d COMMON O [=7
anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL DG TOP PIATE BLOCK NAIL C)
6°maximum lifts(layers) along the open ceiling part of the building Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS ed COMMONS 4°O C fid COMMONS 4"O C SEE NOTES 1.3
6)Crawl spaces to be provided with a minimum 18"x24"access opening Install one attached with the above requirements TO BEAM 3-16d
COMMO JOIST NAILU2M ~� O
8x16 cast Iron foundation vent for every 150 sq ft.of area JOIST ON LEDGER PER TOE Z
DECK AND COVERED PORCH NOTES: TO BEAM 3-Bd COMMON ,DIST NAIL
7),Da roof exterior of foundation with bituminous coating as per section 8406 of THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY
NYS Residential Construction Code A fi-mil polyethylene film shell be applied over 1).Unless otherwise noted,all framing materiel to be#1 ACQ pressure treated lumber BAND JOIST 3-16d COMMO PER END
' the below grade portion of exterior walls prior to backfilling All fasteners,otherwise
hangers and anchors to be galvinized or stainless steel TO JOIST JOIST NAIL 1)For roof sheathing within 4 feet of the perimeter edge of the roof,Including 4 feet on each side of the roof peak W
BAND JOIST TO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
8)Drainage as per section R405 of N.Y S Residential Construction Code 2)Girders for deck joists to be bolted to each post with washers and nuts 2-I6d COMMON
SILL 00.TOP PLATE FOOT SEE NOTE 1
Glyders on concrete piers shall be anchored with proper steel connectors anchored 2)Tabulated 12 Inch o c nail spacing assumes sheathing attached to rafter/truss framing members with G>0 49
FRAMING NOTES Into concrete with a minimum 1/2"dia x 7°long anchor bolt with washers and nuts For framing members with<0 42<G<D 49,the nail spacing shall be reduced to 6 Inches o c
1,All training techniques and methods as prescriptive design of 2006 SBC High Wind JOINT DESCRIPTION NAIL NAIL
g q P Bn 8 3)Posts supporting girders shall be anchored to a 12°x12"x12"thick concrete tooting QTY SPACING fr Tabulated 4 Inch o c nail spacing assumes sheathing to raker/truss framing members with G>0 49 For
Edition Wood Framing Constructlon Manual, Use a minimum 1/2°dia x 8°long anchor bolt with washers and nuts.Footings Shall be 3 ft, AS PER TABLE 3 8 framing members with 0 42<G<0 49,the nail spacing shall be reduced to 3 Inches o c
2)Unless otherwise noted,all framing and structural wood material to be#2+BTR below grade Porches with covered roofs shall have 12°dia concrete piers for the girders STRUCTURAL PANEL Ed WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir 4)Deck joists to have blocking at 8'0 o c CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIIPORTS IN ATINTEEL FIELD TE NOTES
AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
3)Floors,walls,ceilings and rakers to be spaced at 16 Inches o c unless noted 5)A minimum of 10 inch flashing shall be Installed between the building and ledger JOINT DESCRIPTION NAIL NAIL SEE NOTES 1,3(BOTH FIELDS)
QTY SPACING 4'EDGE 20NE fid COMMONS 6°O C Bd COMMONS 12°O C
otherwise Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts NOTE 2 FO0.PANEL FIELD
where needed GYPSUM Sd COOLERS 7 O C EDGE
4)Unless otherwise noted all bearing wall headers to be(2)2x10#2+BTR Doug Fir WALLBOARD 10"O C FIELD INTERIOR ZONE Bd COMMONS 6"O C ed COMMONS 12°O.0 SEE NOTE 3
Bearing wall headers to have(2)Jack studs and(2)full length studs on each side of all 6)Concrete piers shall be a minimum 6"above grade rT,
openings LVL headers to have(3)Jack studs and(2)full length studs on each side of WALL SHEATHING: W
openings Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)All joists to be supported with hangers and anchors Each Joist shall also be anchored I NAIL NAIL
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9 Provide fire to girder(s) JOINT DESCRIPTION QTy SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY
and blocking where applicable
8)Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL AS PER TABLE 3 9 I)For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shell
Ed COMMONWFCM-SBC be used O
5)All flush beams headers to be Installed with heavy duty galvinized hangers and PANELS
anchors where applicable to all connecting joists PLUMBING NOTES 7/16"OSB 3"OC EDGE FT'1
6d COMMON 2)Tabulated 12 Inch o c nails acing assumes sheathing attached to stud framing members with �L.(
PLYWOOD 6"O C FIELD p g
6)Double up floor joists under walls that run parallel to the floor joist and under bathtub1)All water supply,drainage and venting to be Installed as per N Y S Residential GYPSUM 7"O C EDGE G>0 49 For framing members with 0 42<G<,the nall spacings shall be reduced to 6 Inches o c
Floors to have ceramic the Installed shall be verified for proper load capacity unless noted Construction Code WALLBOARD 5d COOLERS 10"O C FIELD {ZI
on plans 3)For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails W Cs
7)Provide 2-1.3/4"thick microlams(height to match floor joists)around stairwell and/c 2)Verify septic system with the Engineer for Suffolk County Health Depakment approval FLOOR SHEATHING:
other access openings unless otherwise noted(typical) 3 If wall studs,plates orjolsts are cutout during Installation for any plumbing related work, 1) PROVIDES N81 TY NGE-X RS AN AN FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAE
JOINT DESCRIPTION NAIL NAIL 2)USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ
8)Dormers running up roo(rekers are to be supported by double rakers on either side provide adequate bracing and plates to protect and secure the structure Verify with the QTY SPACING 3)INSTALL 1-CD2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR
where applicable unless otherwise noted state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O C EDGE
Ed COMMO
HVAC SYSTEM NOTES 1"OR LESS 12"O C FIELD Section kIng 8-F e provided to REQUIRED
9)Provide blocking/bridging In Floor joists at 8'0 o c Use solid blocking In Floor Joists NOTES' Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) !�
under all bearing walls 1)Mechanical subcontractor Is responsible for adhearing to all applicable codes and safety ® and to form an effective fire barrier between stories,and between a top story and the roof space
requirements THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided In wood-frame construction In the following locations L W Q
10).Provide Insulation baffles at eave vents between rafters Install draft blocking as MENTIONED IN SCHEDULE NOTES ONLY ' 4 C x
needed 2)HVAC subcontractor is to fully coordinate all system data and requirements with the 1)In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling end Floor •5.;yt; s� („)
equipment supplier 1).Nailing requirements are based on well sheathing levels Concealed horizontal furred spaces shall also be fireblo<ked at Intervals not exceeding 10
Il),Unless otherwise noted.all roofs end walls to have a minimum 1/2"thick 4-ply Fir
CDX exterior sheathing grade plywood Plywood to cover over plates and headers 3)HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge a"""'heath
feet Batts le blankets of mineral or glass fiber shall be allowed as flreblocking In walls constructed
Contractor and owner for final review and approval is nailed 3°on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs � ��_ j V •CL�� V
12)Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear caped les nailing requirements for structural }'
adhered with PL400 adhesive and screwed to Floor Joists Finished Floor to he Installed ELECTRICAL NOTES: mambers shall be doubled,or alternate connectors. 2)At all Interconnections between concealed vertical and horizontals aces such as occur at soffits,
aver subfloor as per manufactures Instructions suit
as shear plates,shall be used to maintain load Path drop callings and cove ceilings p ,�p?•°✓' .f ° �w m"p�4•
1)All electrical to be Installed as per N Y S Residential Construction Code
13)All bathroom walls to have 1/2"thick moisture-resistant sheatrock Garage walls and 2)When wall sheathing Is continuous over connected 3)In concealed spaces between stair stringers at the top and bottom of the run Enclosed spacesZr
ceilings and over furnace to have 5/8°thick type-x sheetrock All other parts of building 2)All electrical work shall be approved by a qualified Underwriter members,the tabulated number of nails shall be permitted under stairs shell comply wdh Section R314 8,N Y S Residential Code P -�l'4 /y•�p )°-t=� �
-a i•'"'°
Q to have regular 1/2"sheetrock.All walls to be taped and finished to be reduced tot-lfid nail per foot
3)Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 4)At openings around vents,pipes and ducts at ceiling end Floor level,to resist the free passage of Q r y ,3 I DRAWN' Mg/MS
r 14)All roof with a pitch less than 412 shall be Installed with an Ice&Water barrier or of N Y S Residential Construction Code SOIL COMPACTION: flame and products of combustion F
approved equal Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ! f SCALE 1/4"=1'-0"
torch dawn type material aver 1)NEW SILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 5)For the Flreblocking of chimneys and fireplaces,refer to Section R1001 16 N Y S Residential Code 4A JOE#
TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL ""qq.�,,
•s 16)All sill plates and wood In contact with concrete to be pressure treated Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED August 23,2016
be installed with a foam sill gasket and cap-r-sex termite shield or approved equal 2)COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR cid++'"'' ® SHEET NUMBER'
DENSITY(PER ASPM D 698 AND ASPM D 1557) COMPACT THE NOTE: ��
CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY !'
SOIL A712°LIFTS(TYPICAL)CONTRACTOR TO HAVE FILL — Fr t� A
TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. " - .� -F'+• 1/A`i L