HomeMy WebLinkAbout37757-Z
Town of Southold Annex 12/5/2013
P.O. Box 1179
54375 Main o
EV Southold, New York 11971
~1 #
CERTIFICATE OF OCCUPANCY
No: 36576 Date: 12/5/2013
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property: 4150 New Suffolk Road, New Suffolk,
SCTM 473889 Sec/Block/Lot: 110.-8-31
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
1/14/2010 pursuant to which Building Permit No. 37757 dated 1/15/2013
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:
sunroom addition to an existing one family dwelling as applied for
The certificate is issued to Margaret R Gaffga
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 37757 12/3/13
PLUMBERS CERTIFICATION DATED
Ant Si ature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
es SOUTHOLD, NY
0 , 1b)
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 37757 Date: 1/15/2013
Permission is hereby granted to:
MARGARET GAFFGA
P.O. BOX 37
NEW SUFFOLK, NY 11956
To: 12'X 18' SUNROOM ADDITION TO AN EXISTING DWELLING AS APPLIED FOR.
REPLACES EXPIRED B.P. # 35311
At premises located at:
4150 NEW SUFFOLK ROAD NEW SUFFOLK
SCTM # 473889
Sec/Block/Lot # 110.-8-31
Pursuant to application dated 1/14/2010 and approved by the Building Inspector.
To expire on 7/1612014.
Fees:
PERMIT RENEWAL $100.00
CO - ADDITION TO DWELLING $50.00
Total: $150.00
Building Inspector
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 35311 Z Date JANUARY 22, 2010
Permission is hereby granted to:
I
MARGARET ty F r -V Lj `f
CUTCHOGUE,NY 11935
for
12'X 18'SUNROOM ADDITION TO AN EXISTING DWELLING AS APPLIED FOR
at premises located at 4150 NEW SUFFOLK RD NEW SUFFOLK
County Tax Map No. 473889 Section 110 Block 0008 Lot No. 031
pursuant to application dated JANUARY 14, 2010 and approved by the
Building Inspector to expire on JULY 22, 2011.
Fee $ 200.00
Authorized Signature
ORIGINAL
Rev. 5/8/02
Form No. 6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL.
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be tilled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
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 to accessory building $50.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $ 100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15..{00
Date.
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 1 NQ t/~~ 1 F cj
House No. Street Hamlet
Owner or Owners of Property: 6v\ c4 ~
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision Filed Map. Lot:
Permit No. Date of Perin it._ Applicant _
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
SOUjyolo
Town Hall Annex Telephone (631) 765-1802
54375 Main Road Fax (631) 765-9502
P.O. Box 1179 rop
Southold, NY 11971-0959 er.richert(a)town.southold.ny.us
o~ycoufm
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Margaret Gaffga
Address: 4150 Grathwohl Rd City: New Suffolk St: NY Zip: 11956
Building Permit 37757 Section: 110 Block: 8 Lot: 31
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: home owner DBA: License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heal Duplec Recpt 8 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors 1
Main Panel A/C Condenser Single Recpt Recessed Fixtures 12 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 7 Twist Lock Exit Fixtures TVSS
Other Equipment: SUN ROOM-1-paddle fan
Notes:
Inspector Signature: Date: Dec 3 2013
81-Cert Electrical Compliance Form.xls
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ /FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/ STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION
o/[ ] FIRE RESISTANT MMETMTION
REMARKS: a 7 ( `
Y
5
DATE INSPECTOR
o,W,*v 504t
3s3~I TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION i ST [ ] ROUGH PLBG.
J FOUNDATION 2ND [ ] INSULATION
FRAMING/ STRIPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT C0NSTRUCnffl [ ] FIRE RESISTANT PENEfAATWH
REMARKS:
c Q O
i
DATE INSPECTOR
3s3~~~ ov
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION iST [ ] ROUGH PLBG.
] OUNDATION 2ND [ ] INSULATION
FRAMING STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCrION [ ] FIRE RESISTANT PENETRATION
REMARKS:
I
DATE INSPECTOR
00
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION iST [ j ROUGH PLBG.
[ ] F
/YNDATION 2ND [ ] INSULATION
[ ?]'FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONVIRUCM [ ] I= RESISTANT PENETRATION
REMARKS:
T
DATE INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ IF ON 2ND [ ) INSULATION
[ FRAMING/ TRAPPING [ ] FINAL
[ IR & CHIMNEY [ ] FIRE SAFETY INSPECTION
)F= RESISTANT CONSiRWrM FIRE RESISTANT PENETRATION
[ [ )
REMARKS:
Lill
DATE T INSPECTOR
OF 8W/Tyo6
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/ STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
I
DATE r INSPECTORNK:~~
I
l ~ ~6
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTIO
[ ] FOUNDATION 1 ST [ ] RO H PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING/ STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
[ ]
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS: S cJ~C
DATE ; t l INSPECTOR
o~Aof 80UTy~
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS:
DATE 3 / 3 INSPECTOR F
7
TOWN OF SOUTNOLDO UILDING DEPT-
765.18
pECTlON
INS
[ ] ROUGH PLBG•
[ ] FOUNDATION 1ST [ ] IN ATION
[ ] FOUNDATION 2ND FINAL
[ ] FRAMING I STRAPPING [ FIRE SAFETY INSPECTION
[ ]FIREPLACE & CO IS RUNEY CTION [ ] FIRE RESISTANT PENETRATION
[ ] FIRE RESISTAN [ ] ELECTRICAL (FINAL)
[ ] ELECTRICAL (ROUGH)
REMARKS:
INSPECTOR
DATE
w- .
FI$LD INSPECPION REPORT DATE COMMENTS
ro
_ v
77
.04
FOUNDATION (1ST) - It"
(v
7464r-~ 4d2
-77 - - J O
FOUNDATION (2ND) -
s
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ROUGH FRAMING & l
PLUMBING
V
70
t'
- ~ H
INSULATION PER N. Y. _
STATE ENERGY CODE
Q
V \
.S
FINAL
f"
ADDITIONAL COMMENTS
O
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44
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following, before applying'?
TOWN HALL' Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. tai Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined /'7 '20 Storm-Water Assessment Form
J Contact:
Approved / '20 Mail to:
Disapproved a/c
Phone:
Expiration , 20 WE --1
Q U ppE Building Inspector
Q, t~~
JAN 1 4 FtLI N FOR BUILDING PERMIT
Date 20
BLDG. DEPT. INSTRUCTIONS
TOWN OF SOUTHOLD
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.
(Signature of applicant or name, if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises q
(As on e roll or latest deed)
If applicant is a corporation, signature f duly authorized of tcer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
-1115D (tirff{~wJ~.~ R, IVVtJ Su 1=' FyN K
House Number Street Hamlet
County Tax Map No. 1000 Section 110 Block S Lot 3 J
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 l f oull,
b. Intended use and occupancy ~u{YIr.~ ( FgNAy DwOl
3. Nature of work (check which applicable): New Building Addition- ( Alteration X
Repair Removal Demolition Other Work bftK AJd 16` t i2' pxxm
(Description)
4. Estimated Cost '40-U5000 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.
/ r
7. Dimensions of existing structures, if any: Front ~ f Rear Depth 3&(
Height
2`t t Number of Stories
y
Dimensions of same structure with alterations or additions Front I fD `f (i' I par ~o
Depth 3 (o t Height t? a14 Number of Storie
8. Dimensions of entire new construction: Front t Rear l8 Dep~h 1
T
Height e, aa` Number of Stories
9. Size of lot: Front 3~d Rear 3 y~ Dept SVW Q{ P
10. Date of Purchase If Q 7 S' Name of Former Owner
11. Zone or use district in which premises are situated res jAe 4 iaX
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO X
14. Names of Owner of premises Address Phone No.631-734 ~ ~S03
Name of Architect .6wGnoN~Address Phone No
Name of Contractor owNer Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO c
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED,
b. Is this property within 300 feet of a tidal wetland? * YES NO C
* 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 NO--k-
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OT!~)U
being duly swom, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
CONNIE D. BUNCH
Notary Public e of New York
(S)Heisthe No O,&t q5 'n
(Contractor, Agent, Corporate Officer, etc.) Qualified in Suffolk County
Commission Expires April 14, OD--.
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 pt~o before me this
day of SCE 201)
,nlc~
Notary Public Signature of Appl'
oK Town of Southold
Erosion, Sedimentation t& Storm-Water Run-off-ASSESSMENT FORM
PROPERTY LOCATION: S.C.T.NI M: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A
~«7C~ _R STORM WATER. GRADING, DRAINAGE AND EROSION CONTROL PLAN
District on Block Lot CERTIFIED BY A DESION PROFESSIONAL IN THE STATE OF NEW YORK.
item Number. (NOTE: A Check Mark (%V) for each Question is Required for a Complete Application) Yes No
Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? ?
(This item will Include all runoff created by site clearing and/or construction activities as well as all Site
Improvements and the permanent creation of impervious surfaces.)
Z Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? ?
This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl
L2oAmJ ; GJA~es1 7.ej Z.V ?
8 Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural
Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel?
Q Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Y
Five Thousand (5,000) Square Feet of Ground Surface? 1.
5 Is there a Natural Water Course Running through the Site? ? Y
Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? .L
6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to a X
One Hundred (100') of Horizontal Distance?
7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off ? X
into and/or in the direction of a Town right-of-way?
$ Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of ? X
any Item Within the Town Right-of-Way or Road Shoulder Area? -
(This item will NOT Include the Installation of Driveway Aprons.)
9 Will this Project Require She Preparation within the One Hundred (100) Year Floodplain of any Watercourse?
NOTE: If Any Answer to Questions One through Nine Is Answered with a Check Mark In the Box, a Storm-Water, Grading,
Drainage & Erosion Control Plan Is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit[
EXEMPTION: Yes No
Does this project meet the minimum standards for classification as an Agricultural Project? -
Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan Is NOT Requiredl
STATE OF CONEW YORK,
UNTY OF ' .
That I . being duly swom, deposes and says that he/she is the applicant for Permit,
(Name of Individual signing Document)
And that he/she is the ~R N~NGkI
(Owner, Contractor, Agent, Corporate Oficer, etc.) NDfary Ya ~ ("v ~~~Iq]&Upf NnW Ydii
NO.OlbU6185050
Owner and/or representative of the Owner of Owner's, and is duly authorized to perform or~! ion ' lr n kid to
make and file this application; that all statements contained in this appfication are true to the 6estX ow4e a and eliefi and
that the work will be performed in the manner set forth in the application filed herewith.
Sworn to before me this;
.
y.......... n
da of 2oA...
Notary Public: 4(Sig~n
atu re of ApplkrenI)FORM - 06/07
of so~ryo6 .
Town Hall Annex l [ * Telephone ()631))g765--11802
54375 Main Road co
P Box 1179 roger.richertt toWnU76395olnV.us
-
. -Southold, NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Pa pa" awN~ Date:
Company Name:
Name:
License No.,
Address: euSuP'r~~K IUt' I1`i56
Phone No.:
JOBSITE INFORMATION: (*Indicates required information)
*Name: J~C ~t Pwe,)C h a d
*Address: L/I $y ~ del r ~w .S~ P(:; 1) `ts
*Cross Street: FPa% [Z-
*Phone No.: (p3~_7y_ (D(Dk 3
Permit No.:~ )
Tax Map District: 1000 Section: Block: Lot:
*BRIEF DESCRIPTION OF WORK (Please Print Clearly) tV Q46 M l~c)tC~JIU4)
(Please Circle All That Apply) j
*Is job ready for inspection: YE / NO Ro In, Final
L~~ t
*Do you need a Temp Certificate: YES/ NO
Temp Information (If needed)
*Service Size: 1 Phase 3Phase 100 150 2 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION , ~ rye
l
82-Request for Inspection Form
Southold Town Building Department
~ P.O. Box 1179 Permit 35311
54375 Main Road
Permit Date: 1/22/2010
Southold New York 11971
(631) 765-1802 Expiration Date: 7122/2011
Parcel ID: 110.-8-31
BUILDING PERMIT RENEWAL LETTER
Dated: 5/9/2012
Applicant: MARGARET GAFFGA
Location: 4150 NEW SUFFOLK ROAD NEW SUFFOLK
Work Description: RESIDENTIAL ADDITION
12'X 18' SUNROOM ADDITION TO AN EXISTING DWELLING AS APPLIED FOR
A FEE OF $100.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: MARGARET GAFFGA
Address: P.O. BOX 37
NEW SUFFOLK, NY 11956
The permit listed above has expired. Please contact our office as soon as possible to begin the renewal
process. All work on the project must stop on the expiration date.
No work is permitted or authorized beyond the expiration date.
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
Southold Town Building Department
P.O. Box 1179
Permit 35311
54375 Main Road
Southold, New York 11971 Permit Date: 1/22/2010
(631) 765-1802 00 f Parcel ID: 110.-8-31 Expiration Date: 7/22/2011
BUILDING PERMIT RENEWAL LETTER
FINAL NOTICE
Dated: 1/11/2013
Applicant: MARGARET GAFFGA
Location: 4150 NEW SUFFOLK ROAD NEW SUFFOLK
Work Description: RESIDENTIAL ADDITION
12'X 18' SUNROOM ADDITION TO AN EXISTING DWELLING AS APPLIED FOR.
A FEE OF $150.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: MARGARET GAFFGA
Address: P.O. BOX 37
NEW SUFFOLK, NY 11956
The permit listed above has expired. Please contact our office as soon as possible to begin
the renewal process. All work on the project must stop on the expiration date.
7011 2970 0000 4786 2691
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
MAP QF...~AND
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GENERAL NOTE5: NAILING SCHEDULE TABLE 3.4
1995 513C HIGH WIND EDITION W.F.C.M.
D • The.d onabon on this set of coiestruction documents m to relate Well design ELECTRICAL NOTES: - - 'bar. t- - _j1 w.+oD FRAME cDnLrRUCrlol AVE CONSTRUCTION MANUAL RAFTER SPACING I G' O.C.
hi and framing details. They are Intended as a construction aid. not as a
3u1bstkutefor generally accepted good building practice and are in complunce with )DINT DE5CRI PTION current New York State building codes The general contractor e, responsible for • All electrical work to be BOARD OF FIRE UNDERWRITER5 approved and to include NAIL QUALITY NAIL SPACING 1 20 mph FASTEST WIND5PEED ROOF ROOF NUMBER OF
providing standard construction details and procedures to ensure a professionally installation of futures a specifications as indicated on plans, Light futures to be 5upphed by P.u it I CA V INI
finished, structurally sound and weathcrprod completed product. owner and installed by contractor. GFI outlets required at bathrooms and exterior areas Install TOE NAILED all outlets as per cede All work is to Be, done in strict accordance with the New York State Code TOE NAT ED &O-WALL 3-8d PER RAFTER PITCH SPAN (ft) NAILS
General contractor to coordinate all subcontractors, scheduling of work and by a licensed electncan All new switches t outlets to be LeVlbon, sbnWTd, stipphed IF installed - n L PAILEO 10 0 WALL. 4-5d PER RAFTER 4-12 1 2 3 - L NAILED 8-0" WALL 3-5d PERJOIST IG 4
utencGOn between trades. by contractor. Contractor to do all hook-ups as required for equipment as per manufacturer specs 10'-0"WALT. 4-6d PERJOI5T 20 5
• The contractor in responsible for ensuring that all work and construction mods FRAMING NOTES: E IN,, I-nNV-F_ RAFT FACE NAILED FACE NAILED SEE 1ABLE 3 7 EACH LAP
or accede current federal, state and lord codes, ordinances and regulaions, etc TRYARTIiiONS FACE NAILED These codes are to be considered as part of the speafi al for this building plan. 2-LAR r - .AEIrN -ACE NAILED FACE NAILED SEE TABLE 33 EACH LAP 24 G 'ACE NAILED SEE TABLE 3 4 PER TIE 2$ 7
• All lumber is to be Douglas fir X2 or better at 16' on center ^V , IN, NAFE Li TOE NAILED TOE NAILED 2-6d EACH END 32 $
• If in the course of construction, a condition ousts which disagrees with that as RIM 5 Ai.. I UB11 tR END NAILED midcate d on these drawings, the contractor stall stop work and notey the designer All wood framing in contact with concrete or masonry Is to Be pressure treated ACC' designation END NAILED 2-IGd EACH END 5:12 12 3
F the engmeser Immediately. 51hould he kill to follow, this procedure and continue work refers to current arsenic-fret treated wood standards and shall take the place of COX WALL FRAMING IG 4
he shall assume all responsibilky and liability arising therefinm. TOP PATE -0 TOP PLATE FACE NAILED FACE NAILED 2-IGd' PER FOOT 20 4
• Dimenslen, take precedent Over sole - DO NOT 5CALE DRAWINGS. • All TAN are to be, installed in accordance with the manufacturer's specifications and shall include T,TP PLATE- A' NFER5EC,TIONS FACE NAILED squash blocking web stiffeners at beam, points on girders and other load bearing areas =TUC - - -ACE NAILED FACE NAILED 4-16d JOINTS - EACH SIDE 24 5
• The designer has not been engaged for construction supervision and assumes no LA1 [I - tN FACE NAILED `ACE NAILED 2-1 Gd 24"O/c FACE NAILED I Gd I G" O/C ALONG EDGES 2$ G
resporelbilky far construction coordinating witb these plans. nor responsibility for F • Structural 51eel A51M A3G - BY = 36 KEP _ L- V I'A L T ;IUD END NAILED END NAILED 2-16d PER 2X4 STUD 32 7
construction means, methods. techniques. sequences or proceedure s or fix saftey preoutnns aid programs in connection with the work indicated. There are nn • All straps, connectors. Flakes, bolts, Fads, eto are to be galvanaed Designated connectors, straps, 3-IGd PER 2X6 STUD 3G 7
warranties for a specific use CWFE55ed or implied in the use of these plans. etc, on these drawings are my by 5impson unless otherwise Indicated. All connectors, straps, etc. are to he FOTT I INi °,'F c^ ~r JR h4rG 4-1Gd PER 2X8 STUD 6:12 12 3
• Contractor to provide hardwired smoke detectors, With battery back up. and with nadediWked in accordance With the manufacturer's specihcatloas SANI IF I ~n Po Ta RING -ACE NAILED -ACE NAILED 2-IGd PER FOOT IG 3
no intervening switches, on all floors. Verity with local code requirements as per 20 4
5ectton R31 ] New York State Rei denbal Con,trucitoii Cade. • All floor sheathing is to be 2. AC type plywood, tongue t groove and shall be glued and screwed to FLOOR FRAMING Instill carbon mormnde detectors as per code, the floor joists (G' ax edges t 12- o c field) or as noted on floor plans <sodions. T, I , ATI -'R i;IRDPR TOE NAILED TOE NAILED q-Bd PER JOIST 24 5
' "-0- /=J TOE NAILED TOE NAILED 2-5d EACH END 2$ 5
FOUNDATION NOTE5: 5ohd backing is to bG installed every B'o• max. or and span of all floorjol51:5 wath spans exceeding -_,_..NINC - - TOE NAILED TOE NAILED 2-8d EACH END 32 G
8'-C'. Blocking is to to installed at .11 point load bearing pornt5 B_i N:: R T IF PLATE TOE NAILED • General contractor to review plans. elevations and details to ddermme LET,:LN NIF T. r.AV FACE NAILED TOE NAILED 3- 1 Gd EACH BLOCK 3G 7 FACE NAILED 3- IGd EACH JOIST 7:12-) 2:12 12 2
unbundled heights of hnnhed floor above typical grade. • Install double gists under all partitions running Parallel JI 1 1 L. UlV R Ir,I HEAVE TOE NAILED TOE NAILED 3-5d PERJOIST
1~~ oR' n'IYT TO Obi FIND NAILED END NAILED 3-IGd PERJOIST IG 3
• footings shall tear on undisturbed sod within bearing capacity of 1.5 fermi R. • All eatenor wall headers to W 2- LVL's as indicated on floor plans F sections and all into or BAN]- ~f I Y.I _nu l .R L IP PLATE I OF NAILED - headers are to be 2- 2-x 8' unless otherwise noted. All headers exceeding 5'-0' sha 11 have a double ILEE NAILED 2-IGd PERFOOT 20 4
• Concrete shall hip L r0 = 3.500 P5I a 28 days pck stud with a single bng stud F on exterior walls provide double sill plate (typical) RDOF SHEATHING 24 4
STRJL UIULPANEL SIy CT:,, 2$ 5
• Concrete an 4' sand or gravel fill minimum. With 6x6 - I O/ 10 welded! core mesh • Provde insulation baffles ]t P /C vents tetWGGn raft", and 'aft vents as mdlCated enforcement. Interior slabs to be placed on 6 mull stabllud polyethylene vapor on plane 4' PERIMETER EDGE ZONE - 16' 0/C - G' AT PANEL EDGES 32 G
Winer Welded wire mesh is to be pied m the top tbrd of the slab aid us bo be Bd AND AT INTERMEDIATE SU PPORTS IN THE PANEL FIELD 3C 6 I UEROR PONE.16'0/C- 6" AT PANEL EDGES AND 12-AT
adequately supported by precast concrete Wr supports to assure that the reinforcement • fxtenor flashing 15 to be adeguately installed at all connections between roofs, walls, 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD
4' O" OF -HE PcRIME1 ER EDGE is hob in position during concrete placemeik and finWiirlq. clamneys, propctions and penetrations as rrquned by approved ronstrdion Practlms A 'I I,.; W, IN I. A - MINI IN UIrREMENIS 5HALL BE USED E Er RIMEI ER EDGE OF THE ROOF-, INCLUDING 4'-0" ON EACH SIDE OF THE ROOF PEAK, THE 4'-0• FERMETER SHALL BE USED
• Isolation joints are to F Installed between the 5100 aid the walls. Use preformed FLOOR PLAN NOTE5:
jwrt filar that A to be cut 112' below the slab 5urbon and the resulting pue n, to be filled I][ INC. ".no- ATH I NG
With an elaetomeric joint sea10nt • Dimensions shall take dent over scale dowln precegs, DO NOT9CAIP DRAWINGS Ed COOLERS 7•EDGE/ 10- FIELD TABLE 3.7
General contractor to install cop+{er (or topper) shret metal Fermke skald WALL fLI DA I I IING 1995 55C NIGH WIND EDITION WOOD FRAME
• All Interior walls to be covered with i gyspusm board with metal corner reinforcing. All I . NA. PAmFI_"• bebaeen all woad surfaces that are sposed to concrete or masonry surfacdrywall products, including gypsum board, screw, pint compound, tapes < trim s WII be U.S. F edEnr.E7nNF_ 16.OTC-6'Ai PANEL EDGES AND 2' AT CONSTRUCTION MANUAL
I~~~ Gypsum Co. or approved equal. All jousts shall recaovo 3 FeLa-ts of pmt treatment Sand final INTERMEDIATE 5LPORT5 IN THE PANEL FIELD RAFTER SPACING G'O.G.
• Dampp a f elte for of foundation wall with a piyWmmeus samba, Pun odati coat to a nufarm smooth surface. All walls and ceding, to W taped and speckled, 3 coats, suatnn is not to be backfilled prior W the mshHabon of the floor framing. ready for pairk. II Bd NTEROR7nNE_ IG'O/C - G' AT PANEL EDGES AND 12' AT ROOF PITCH ROOF SPAN II INTERMEDIATE SUPPORTS IN THE PANEL FIELD
FI • H VAC 3{}fi." Ili LDY 3{}GI' I(i CGY Gd 3-EDGE I G' FIELD 12 2D 2$ 3G
PLUMBING Y n nVAC NOTE5: Insulation ratings and installation locatien5 as indicated on floor plan, IF section, " GTFSLM WALLtbARlf 25F32" 8d 3'EDGE/G'FIELD 3:12 5 8 11 14
Ed COOLERS 7'EDGE /10'FIELD 4:12 4 G $ BE 4'EDGE 7ONF-16'010- 6• AT PANEL EDGES AND 12- AT 5;12 3 5 7 9
• All plumbing work shall he done by a duly licensed plumber and must conform aid adhere • Provide 2 layers FIJI fire rated gyFmvm board on all engineered lumber as required IAN'- -,)AN to all N. York State building codes IF vRey regmra mets. by manufacturer 5pecrficabons INTERMEDIATE SUPPORTS IN THE PANEL FIELD 7:12 3 4 5 G
AN INTFRIORMNF-IG•O/C-6'ATPANELEDGESAND I2-AT
• IF wall plates or joists are cut during the installation a plumbing futures or sgugmerd All bath F kitchen area walls and ceilings adjacent to wet areas to have water resistant INTERMEDIATE SUPPORTS IN THE PANEL FIELD 9:1 2 3 3 4 5
contractor must provide approprabo bracnng to be harming back together. drywall, and prude wonderboard for all areas set W recieve, his Fr OOR Snt AI I IING 12:12 3 3 3 4
= erJaANE- I " DR LE55 - Baseboard heating is to be bit rater and mused. Plumbing contractor is to Ur - FA_ I DR _155 6d G'EDGE/12•FIELD
adequately sir the system and place the baxboard to an m obstructive location an eaJl room
required to recall heat. Minimum of one theimoetat for each zone Will be required. VA LA-'INEE;,r KEMf N CS ARE BA5ED ON WALL SHEATHING NA. MALL SHEATHING NAILED 6" O/C AT THE PANEL EDGE. IF WALL SHEATHING 15 NAILED 3' O)C AT THE PANEL EDGE
I~~~~ LID 05TAM HIGHER SnEAR CAPACITIE5, NAILING REOUIREMENT5 Mechanical euW Vlltractor is reWil lhle for adhering to all applicable rodel and - WHEN WALL S-IEFl T RING 1.5 CONTINUOUS OVER CONNECTED LING REOL IREMENT5 FOR51FRUCTURAL MEMBERS SMALL M DOUBLED, OR ALTERNATE CONNE i OVER CONNECTED MEMBERS, THE TABULATED NUMBER OP NAILS SHALL BE PERMITTED TOM REDUCED TO
sal requirements, 113 I FL NAIL =ER F1) )T
• HVAC subcontractor to fully coordinate system deb * requirements with the ~~J isfurned SupfAwr and to plI final system IiyV UC dfawing and submit it to general contrJ1~~ ~ ,
owner and equpmet supplier for final review F apprai
DESIGN LOAD CALCULATIONS TABLE R301 G CLIMATIC AND GEOGRAPHIC DE51GN CRITERIA ,IA
WEATHERING SEVERE
MINIMUM UNIFORMLY DI5TRIBUTED LIVE LOAD5(Ibef) ALLOWABLE DEFLECTION OF 5TRUCTU RAL MEMEBER5 EROST LINE DEP(H 3'-0" EXTERIOR BALCONIE5 60 STRUCTURAL MEMBER ALLOWABLE DEFLECTION TERMITE MODERATE TO H FAVY
DECKS 40 Rafters havinsl reater U180 DECAY 5LIGHT TO MODERATE
ATTIC5 WITHOUT 5TORAGE 30 than 3/12 with no fimslled echo WINTER DESIGN TEMP I I
ATTIC5 WITH STORAGE 40 attached to rafters ICE 5HIELD UNDER- AS PER MAN LFACTI-JUK5
ROOM5(OTHER THAN 5LEEPING ROOMS) 40 InterlOr walls4 arbbas H/180 LAYMENT REQUIRED 5PECIPICATION5/5TATE CODE
SLEEPING ROOM5 30 Floors' plastered celbn s - E O~PSrjOP N£ YO
U360 FLOOD HAZARDS * CT 11~,
All other structural memebers U240 - - CRITERIA FOR CALCULATION OF DEAD LOAD Extena walls with plaster cr H/360 souTNOLD goo= DEPARTMENTCRITERIA
ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A.
stucco finish OCCUPANCY CLASSIFICATION R-3 RL51DENTIAL-SECTION 310 BUILDING CnnF N V; IILDING CTPI .aW
ENtrior walls- wind loads with _1240 DWELLING UNIT-SECTION 310-310.2 1.2 . 05822i
. F - N Eu S•
SNOW bntNC FmiShes FIRE AREA TRUCTION 3 TYPE OF CONS WOODIFRAME CONSTRUCTION Exterior walls - wind loads with _11 20 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN -1995 HIGH WIND EDITION WF RL ±16 ~ SSiO14
GROUND SNOW LOAD 2 HEIGHT ^ O" - ;~ll Flenble finishes e 7o TAL F I}6. 45 lbs. WIND EDITION WFCM
5 FRAMING ELEMENTS bt'C SC C7 i s N B DESIGN LOAD CALCULATIONS N1s !M1(~C ~"_111c T.SI
SEISMIC T WINDOW AND DOOR SCHEDULE A 4-c - - ' SVFFaC~"~t~-.. -
DESIGN CATEGORY B 8 LOAD PATH SEE SECTION PAGE . ( c 1 9 NAILING SCHEDULE PAGE it Kw4 "w r'-a' ~M110vm ~r~ DMWM Or
/OEGRESS Flu _~uoa y ~ ere: •mvl o
WIND 71 PLUMBING RISER DIAGRAM PLUM I N WIND SPEED 120 m 12 FIRE PROTECTION N/A
13 TRU55 DESIGN DRAWINGS WA
IXP0511 P.E CATEGORY B 14 ENERGY CALCULATIONS O EAT-U FIBKTE'D
$POCS, WAIM-44, DES%"
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GENERAL WIND PROTECTION CONNECTION NOTE5
Adapted from Standard for Hurricane Resistant Residential Construction; 55TD
10-99 and 1995 513C High Wind Edition Wood Frame Construction Fasteners and Connectors for Wood Frame Construction
1. A continuous load path between footings, foundations walls, floors, studs and
RAFTER roof frammg shall be provided.
2. Approved connectors, anchors and other fastening devices not included in
NOTCHED RAFTER \ the Standard Building Code, Table 2306. I shall be installed in accordance with
RAFTER -rRIDGE RAFTER manufacturer's recommendations.
RIDGE \ TOP PLATE
TOP PLATE _C D 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the weather or subject to salt corrosion in costal areas, shall be starless steel or
hot dipped galvanrzed
/ WALL STUD
WALL STUD 4. Where windows and doors interrupt wood structural panel sheathing and
siding, framing anchors or connectors shall be provided at the top and bottom
TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CON ?ALL STUD CONNECTION of cripple studs, header studs, and at least one stud at each side of opening.
5. Ridge straps shall be attached to each pair of opposing rafters except where
collar ties of I xG or 2x4 lumber s located in upper third of attic space and
attach to each pair of rafters.
G. Uplift connectors shall be provided at each rafter bearing.
7 Floor to floor hold-downs to be provided every 48, and every 19" within 4'
of exterior corners.
2ND. FLOOR WALL STUD O KING 5TL KING 5TUD5
8. 5,11 Plate to foundation Anchorage: 5111 plate shall be anchored to the foundation with anchor bolts having a min bolt diameter of 5/8" and 3" x 3" x
CRIPPLE 5TUD 1 /8" washers. A minimum of one anchor bolt shall be provided within G to 12
WOOD JOI5T WOOD JOI5T 2ND. FLOOR PLATE \ CRIPPLE 5T SUBFLOOR inches of each end of each plate. Anchor bolts shall have a minimum embedment
RIM BOARD HEAE HEADER of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located
BLOCKING JOIST HANGER within 12 inches of corners and at spacmg not exceeding 4 feet on center
GIRDER/HEADER 15T. FLOOR TOP PLATES JACK 5TL JACK STUDS
WOOD GIRDER WOOD J015T
I ST FLOOR WALL STUD
O
TYPICAL HEADER CONNECTION
JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER
TYPICAL MUILTI-STORY CONNECTIONS `CTION5
METAL HOLD-
WALL STUD BOTTOM PLATE 38- Gd DOWN 5TRAP
SUB FLOOR 38- 1 Gd 51NKER NAILS A5 PER ~3- 2"X4" WD STUD
WALL STUD O DOUBLE J0I5T NAILS I ST. FLOOR WALL STUD O MANUFA MANUFACTURER @ CORNER TYP.
BOTTOM PLATE 4 1 BATHTUB NAIIN
DOUBLE JOIST I ST. FLOOR PLATE O rormoN 2"X4" SILL PLATE
SUBFLOOR
RIM J015T TYF,
RIM BOARD DOUBLE JOIST FOR NON-BEARING WALLS 41 DBL. 5ILL PLATE
DOUBLE SILL PLATE
ANCHOI ANCHOR BOLT ( I ) #4 REBAK IN
DOUBLE JOIST FOR UNDER A BATHTUB FOUNDATION WALL 5HEAK CONE-MIN. + 12" LENGTH
PROVIDE 1/2" SPACING BETWEEN THE END STUD REBA 30" MIN. FOUNDATION
AND THE 2 OTHER STUDS KEBAB LENGTH WALL TYP. I/2" MIN.
FOR ALLOWING kCONNECT CORNER STUD FROM CORNER
SILL GASKET HOLDDOWN INSTALLATION ANSFER SHEAR I5T. FLOOR TO FOUNDATION CONNECTIONS
EN WITH (2) I Gd
TERMITE SHIELD MON NAILS @ G" O.C. ME METAL HOLD-DOWN /UPUFT ANCHOR
DBL. SILL PLATES
(TO OVERLAP JOINTS) 51DEWALL ENDWALL
CONNECTORS
FOUNDATION WALL WIND RESISTANT CONSTRUCTION CONNECT SHEAR WALL CORNER CONNECTION
CONNECTION LOCATION: PART NUMBER. NOTES:
RIDGE-TO-RAFTERS C520 21" APPLY TO EP APPLY TO EACH PAIR OF RAFTERS -
APPLY TO EACH RAFTER
SILL PLATES TO FOUNDATION ANCHORING RAFTER-TO-WALL H7 APPLY APPLY TO EACH RAFTER -
RAFTER-TO-PLATE 18 or H25 APPLY'
PLATE-TO-WALL STUD C520 @ 18" APPLYT( APPLY TO EACH WALL STUD
CONSTRUCTION DETAILS t WIND LOAD PATh CONNLC`I IUN Ur IAILS 2ND. FLOOR WALL-TO-I 5T. FLOOR WALL LFTAo C520 a 36 APPYT 6" APPLY TO EACH WALL STUD
APPLY TO EACH JACK STUD <
NOT TO SCALE HEADER-TO-JACK5TUD C520 12" APPLY T( CRIPPLE STUD-TO-HEADER H3 APPLY TO APPLY TO EACH CRIPPLE STUD
APPLY TO EACH 51DEWALL END
5HEAR WALL HOLODOWN ANCHOR 55TB I G APPLY TO
15T. FLOOR-UNDER-SILL PLATE LPT4 WRAP UNIX (USE WITF WRAP UNDER DOUBLE SILL PLATE (USE WITH 3" SQUARE WASHER5) Wry Gkhf 4h
USE THE FOLLOWING OR APPROVED 5IMP50N METAL CONNECTORS FOR PROPER WIND REE FOLLOW MANUFA,71JU5 RECOMENDED INSTALLATION INSTRUC ION5 TO ACHIEVE MAXIMU * PROPER WIND AM CONSTRUCTION M R S O AGRIEVE MAXIMUM MUM U UPLIFT LOAD CAPACITY c"KqiN W off L RO/(D
NEu n1Y-
STi,e-JA 11{4<-AICN+.I Grt STNt~S
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t ~ I aS~ ay