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HomeMy WebLinkAbout30005-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-30487 Date: 10/21/04 THIS CERTIFIES that the building ADDITION Location of Property: 1400 HIAWATHAS PATH SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 78 Block 3 Lot 48 Subdivision Filed Map No_ Lot NO_ conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 7, 2004 pursuant to which Building Permit No. 30005-Z dated JANUARY 13, 2004 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 ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA 45372 DATED 9/11/03 . The certificate is issued to DONALD J & SANDRA W ANbIINO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2012099 09/17/04 PLUMBERS CERTIFICATION DATED 09/30/04/ROBERT VAST ETTEN _/111U�th/rized signature Rev. 1/81 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) PERISIT so. 30005 Z Date JANUARY 13 , 2004 Permission is hereby granted to : DONALD J ANNINO 1400 HIAWATHA' S PATH SOUTHOLD,NY 11971 for ADDITIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & PER ZBA DEC . #5372 at premises located at 1400 HIAWATHAS PATH SOUTHOLD County Tax Map No. 473889 Section 078 Block 0003 Lot No. 048 pursuant to application dated JANUARY 7, 2004 and approved by the Building Inspector to expire on JULY 13 , 2005 . Fee $ 150 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.b TOWN OF SOUTHOLD BUH.DING DF.P_ARTMENT TOWN HALL c2 Zan 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPAC1 - , This-application mustbe filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept, of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 1. S,,0ri, St:::t3�",_ll_L �Q 1pli:'_'�',',r Ccis Jr g C1i�.t CDC 3c}lr es�d:II.systenn C.�.ni31a> >S-,han2 2 e ie-- 10 Q 1„ lewd. 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, --treets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$25.00,Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buil ling- $100.00 3. Copy of Certificate of Occupancy-$.25 , 4. Updated Certificate of Occupancy- $50.f 0 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check �one) � Location of Property: /AAA9�/95- AA) IX-/ _�Gf;Z�7O14 IVY. House No. f Street Hamlet Owner or Owners of Property: p r ky Suffolk County Tax Map No 1000, Section / ,y' Block J Lot VO Subdivision Filed Map. Lot: Permit No. 000 E Date of Permit. /`✓ G Applicant: F Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ AppMant 1 lature I ur�rJ�rsrnr�r�:• ., . ,.. . . :.�.•. . . �nrJ�cPcPrJ'r.J'rbcrr�rJ�r�rJ�rJ�rJ�rJ�rJ�cnrJ�rr�rJ�r�rJ�cnrJ�r��Prlcnrr�nr�r�cnrJ�rJ'rJ�u�rJ@nr�cP�PrJ�rnrJ�rS�rr.-Psr�r_I-rru�rJ�rJf7 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 5 40 FULTON STREET - NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by PAULR. BUR5 P.O N5 DONALD INO BOX 06 1 00 HIAWATHA'S PATH SOUTHOLD, NY 11971-0932, SOUTHOLD, NY 11971 5 5 Located at 1400 HIAWATHA'S PATH SOUTHOLD, NY 11971 Application Number: 2012099 Certificate Number: 2012099 Section: Block: Lot: Building Permit: BDC: ns11 5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 [+ electrical devices and wiring, described below, located in/on the premises at: 5 Basement.First Floor, Second Floor,Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed C� 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 17th Day of September,2004. ri 5 Name QTY Rate Ratine Circuit Tine Alarm and Emergency Equipment Sensor 1 0 Carbon Monoxide Sensor 3 0 Smoke 5 Appliances and Accessories 5 Exhaust Fan 1 0 F.H.P. e5�7�r Wiring and Devices J Outlet 2 0 Fixture Fixture 2 0 Htcandescent Outlet 23 0 General Purpose 'moi 55+ Receptacle 16 0 General Purpose 5 Switch 7 0 General Purpose 5 Paddle Fan 2 0 ' 5 Receptacle 1 0 20 amp Laundry 5 Receptacle 1 0 30 amp Dryer - Service 5 1 Phase 3W Service Rating 200 Atnperes _ S7 # Service Disconnect: 1 200 eb seal �+,7 SMeters: l 5111 5 1 of I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S ;5 5 " = r�rJ"r1�r�cnur�rr�rJ�rScPr�r�rJ'ar�r�rntn�nrJ�rJr�cP �nrs rJ'rJ�rJ"rJ�r�r�cP r.Pnr�rlarJ�r�cPrnr�rScnrJ�cn�l-[Pcnr�frJ�rsrsr.n o Town Hall,53095 Nfajr.Road Fax (631) 7,65-9507, P.O. Hox 1179 Telephone (631) '65-1911 Southold, New fork L191'-0959 13UILDING DEP-ARTIYMN7 TOWN OF SOUTHOLD r2 oc� — 5aU R�P, .ei FAiTIFICATION Date: 0 AO Building Permit No. 3 0 00 i Owner: 0-na" J - E sq-�C W. nit-ID (.Please print) Plumber. ji) ease print) I certify (hat the solder used in the rater supply systelli contains less than 2/10 of ['/'a lead. (PlainbersSignature) Swoni to before ine this day of 20&_ 20&t Notary PUbli County JANET E-STAPLES Notary Public,Siete of Now York No.4831949 Suffolk Co Commission Expires JUIY 31.14) r; 3� AP,PE,�LS BOARD MEMBERSO �p dG N Southold Tort n Hall Lydia A- Tortora, Chairwoman N� <" 53095 Main Road Gerard R Goehrinaer �� a q P.O. Box 1179 George Horning O Southold,New York 11971-0959 Ruth D. Oliva -1#®d ZBA Fax (631) 765-9064 Vincent Orlando Telephone (631) 765-1309 ht tp:i.'s o utho I dt ow n.no rthfo rk.n e t BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 11, 2003 E Appl. No. 5372 - DONALD ANNINO Property Location: 1400 Hiwathas Path, Southold; CTM #78-3-48. z SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 22,276 sq. ft. parcel has 210.22 ft. frontage along the west side of Hiawatha's Path and 110 ft. lot depth, in Southold. The property is improved with a two-story frame dwelling with garage and accessory storage shed, as shown on the survey prepared by John C. Ehlers, L.S. dated 11-4-99. BASIS OF APPLICATION: Building Department's May 9, 2003 Notice of Disapproval, amended August 1, 2003 citing code Section 100-244 in its denial of a building permit to construct an addition to the existing dwelling with a front yard setback at less than 40 feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on August 21, 2003, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant wishes to construct a one-story addition 12 ft. wide by 22.5 feet with a 30.7 feet front yard setback, at its closest point. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. . The proposed new construction measures 12 ft. x 22.5 ft. The existing front yard setback of the dwelling is 28.3 feet, at its closest point, and the southerly end of the house is 30.7 feet from the front line. The new addition follows the same 30.7 setback and will follow the existing ridge of the roof. Page 2— September 11, 2003 Appl. No. 5372— D. Annino 78-3-48 at Southold 2. The benefit sought by.the applicant cannot.be achieved by some method, feasible for the applicant to pursue, otheF than an,area varlance r-The addition is a 12 ft. extension at the south, side, which runs'parsllel with the lines of the existing two-story house. The side yard will be 20.4 feet from the southerly property line, which. exceeds the code's minimum 15 ft. side yard requirement. 3. The relief requested is not substantial and represents a 9.1 ft. reduction in the Code's 40 ft. minimum front yard setback requirement. 4. The difficulty was self-created when the original house was built relatively close to Hiawatha's Path, and this addition was planned by applicant in a location which did not i conform to the current Town Code requirements. 5. There is no evidence that the grant of the relief requested will have an adverse effect or impact on physical or environmental conditions in the neighborhood or district. 6. Grant of the alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Orlando, seconded by Member Oliva, and duly carried, to GRANT the variance as requested, as shown on the November 4, 1999 survey prepared by John C. Ehlers, L.S., updated July 29, 2003. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Tortora (Chairwoman), Orlando and Oliva. (Absent were Member Goehringer and Member Horning.) This Resolution was duly adopted (3- 0). Lydia A. rtora, Ch irwoman -Approved for Filing 9/ /I / i APPEALS BOARD MEMBERS ogUfFO(,�C PG Southold Town Hall Lvdia A- Tortora. Chairwoman t 53095 Main Road Gerard P. Goehrin_eer ca x P.O. Box 1179 George Horning "O 0 Southold,New York 11971-0959 Ruth D. Oliva y�ol ��Q! ZBA Fax (631) 765-9064 Vincent Orlando Telephone(631) 765-1809 http:/,isoutholdcown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD September 22, 2003 Mr. Donald Annino 1400 Hiawathas Path Southold, NY 11971 Re: Appl. No. 5372 -Variance (Rear Yard) Dear Mr. Annino: Enclosed please find a copy of the findings and determination, with conditions, rendered at Zoning Board of Appeals Meeting held September 11, 2003. Please be sure to follow-up with the Building Department for the next step in this building-permit application process. When returning to the Building j Department, please provide their office with an extra copy of the enclosed determination and, if applicable, the amendment to the maps to show conformity with the Board's decision and conditions, as may be noted. Thank you. Very truly yours, /r aZIAdI&- Linda Kowalski Enclosure Copy of Decision to: Building Department TOWN OF SOUTHOLD PROPERTY ROCO-90 CARD , �!'� i - LOT OWNER VILLAGE DIST SUB. FORMER OW ER N E ACR C, 0 1-5� S W TYPE OF BUILDING --dW—i k",-"0 3-0 �ES % I SEAS. VL. FARM comm. CB, MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS _6-6 C, 4-) o y o 6 e, oz c v/' L. 7K—ZA-4_1 L6-Tj7f AGE BUILDING CONDITION —NEW NORMAL BELOW ABOVE T4 -L IZ003 1 00(.-0 R T--lVc—t, FARM Acre Vclue VQIL[e Per "Le P Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD MeadoWun DEPTH House Plot BULKHEAD ToitDOCK A, COLOR (/Z%` !T c TRIM P 'r I r- �yA. - i r tl M. Bldg. x Y ✓ ��o Extension o 3 G bre 3 a' E:t;nslon - Extension Foundation `C Both Dinette .,. 3�rxeP Basement Floors K. Porch„e. /L 2✓ = � e�� t�v / G Porch Ext. Walls UJc{ ,:� ; Interior Finish f r LR, Breezeway iFire Place a Heat H 64 f, DR. Garage kype Roof Rooms 1st Floor Recreation Room Rooms 2nd Floor / FIN. B Patio _ O. B. by L S !fE l J 5 C7 Dormer Arai ! Driveway Total �`�° FOPAI NO. 3 NOTICE OF DISAPPROVAL Date: May 9, 2003 TO: Donald Annino Amended Aug. 1, 2003 1400 Hia-,vatha's Path Southold, NY 11971 Please take notice that your application dated May 9, 2003 For permit to constrict an addition to an existing dwelling Location of property 1400 Hiawatha's Path County Tax Map. No. 1000- Section 78 Block 3 Lot 4S Is returned herewith and disapproved on the following grounds: The proposed construction of an addition to a dwelling in a non-conforming 22,276 sq. ft. lot is not permitted pursuant to Article XXIV, Section 100-244 which states: "This section it intended to provide minimum standards for granting of a building permit for the principal buildings of lots which are recognized by the town under Sec. 100-24, are nonconforning &have not merged pursuant to Sec. 100-2$." The required front yard setback in an R-40 Zone is a minimum distance of 40' The construction survey shows the addition to the d-,velling to be setback approximately 30' from the property line. The relief requested is 10'. Furthermore, pursuant to Article XXIII Section 100-230,A which states: "...the front yard setback shall be the average of the existing buildings within 300 feet of the proposed building on the same side of the street within the same use district." The average allowable front yard setback is 34'. Lot coverage upon completion will be less than 201/'0. CAuthorized Signature Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lb Data filename: Untitled.rck TITLE:Anmino Additions COUNTY: Suffolk STATE:New York HDD:5750 CONSTRUCTION TYPE: Detached 1 or 2 Family BFATTNG TYPE:Non-Electric DATE: 12/29/03 DATE OF PLANS: 11/18/03 PROTECT INFORMATION: 1st floor addition and Dormer COMPANY INFORMATION: Santora COMPLIANCE:Passes Maximum UA= 137 Your Home UA= 131 4.4%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 650 20.0 0.0 31 Wall 1: Wood Frame, 16" o.c. 672 13.0 0.0 51 Window 1:Vinyl Frame:Double Pane with Low-E 56 0.350 20 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 650 21.0 0.0 29 COMPLIANCE STATEMEN a propos sented in this document is consistent with the building plans, specifications, and other calc ations s t plication. The proposed systems have been designed to meet the New York State n Cons rvation C A( nts. When a Registered Design Professional has stamped and signed this page, he a attes 'ng that t o he v ge,belief, and professional judgment,such plans or specifications are co liance vith t y _ w Builder/Designer LI Date I 8 0 a,. JOSLt-H FISCHETTI, PE PROFESSIONAL ENGINEER 1725 HOBART RD/ PO BOX 616 SOUTHOLD, NY 11971 631-765-2954 Penuit Number i RE&;-heck Compliance Certificate Checked By/Dale New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lb Data filename:Untitled.rck TITLE: Annfno Additions }'4 COUNTY:Suffolk STATE,New York HDD:5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE:Non-Electric E DATE: 121129/03 DATE OF PLANS: 11/18/03 PROJECT INFORMATION: y !st floor addition and Dormer COMPANY INFORivIATION: Santora COMPLIANCE:Passes Maximum UA= 137 Your Home UA= 131 4.4%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 650 20.0 0.0 31 Wall 1: Wood Frame, 16" o.c. 672 13.0 0.0 51 Window 1: Vinyl Frame:Double Pane with Low-E 56 0.350 20 Floor 1: Alt-Wood Joist/Truss:Over Unconditioned Space 650 31.0 0.0 29 COMPLIANCE STATEMENT- z propos _ seated in this document is consistent with the building plans, specifications, and other talc tions s ttQt 1 plication. The proposed systems bave been designed to meet the New York State it Qy Cons rvation C ¢ nts. When a Registered Design Professional has stamped and signed this page, ey re attes ' g that st o ' ,'he vle_ge,belief,and professional judgment,such plans or specifications are co liance vith t s� y ` w Q, Builder/Desiener S Date 12 U J05trrri FISCHETTI, PE PROFESSIONAL ENGINEER 1725 HOBART RD / PO BOX 616 SOUTHOLD, NY 11971 931-765-2954 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lb Data filename: Untitled.rck TITLE:Annino Additions COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached I or 2 Family HEATING TYPE:Non-Electric DATE: 12/29/03 DATE OF PLANS: 11/18/03 PROJECT INFORMATION: !st floor addition and Dormer COMPANY INFORMATION: Santora COMPLIANCE: Passes Maximum UA= 137 Your Home UA= 131 4.4%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 650 20.0 0.0 31 Wall 1:Wood Frame, 16" ox. 672 13.0 0.0 51 Window 1: Vinyl Frame:Double Pane with Low-E 56 0.350 20 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 650 21.0 0.0 29 COMPLIANCE STATEMENT e propos sented in this document is consistent with the building plans, specifications,and other calc ations s s plication. The proposed systems have been designed to meet the New York State n Cons rvation C $YlY nts. When a Registered Design Professional has stamped and signed this page, hey e attes 'ng that t o he ge,belief,and professional judgment,such plans or specifications are co liance vith `9 ` W q Builder/Designer 2 Date 40b 5� � . s JObtrti FISCHETTI, PE PROFESSIONAL ENGINEER 1725 HOBART RD/ PO BOX 616 SOUTHOLD, NY 11971 531-765-2954 2675 71-f2 17:15:3013NITl 'u31614351c' F-Qm:.,c�ph R¢hEtti PROFESSIONAL ENSINEER 1721<B4RT PJADI PB Boe 616 SOUTHOLD NEW YOR:¢ 11971 TEL 63'.-7554£54 • FO 631--14-3616 • e-mail: jesepll[a;5echeih con I Date: January 12.20x'54 Reference: Amrino Southold Building DVpart:nent Main Road v Southold, NY 11971 .ATT: Pat I Dear Pa-- The plans being subm.ttnd t0 the Building Department are fir the renovation of t+co existing bedra;ns. The existinghome ha.s ti bedroom and the linai play.contains W-0 larger beLiroores. As suchcertification of the sanit- ,s-steam vi c-An required. Ifyou have ar_y questions regarding this uratter, please do xt lies:aae w call. I i 1` •tt[ I�ivf1 Fizz ieu:. P.E- JAN 12 Applicant/ Date Owners Naive: �£- S Reviewed: '� 7 3 i r Architect/ Date Engineer: Submitted: SCTIvI 1: — � Dis[nc I���cSection: [clock Loc Project nn Subdivision I.ocation: ��a' ll �T _ Name:_ Single 3 separate Required r� certification: Yes No) jIJ/ i Rey. r / Req. 4onine 0.smr [' �!) Ila[size- AWW. �, a 7S-I IIA[covcragc Prolxu .�r-J Rcy ^/ Rcq.r �/ Req. � IProni Yard �✓Prorused. J [Side Yard CS ' Proposed'_ J [Rear Yard P,Oposed I Project Description: (21'&n AGENCUERMITS Permit . REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning Board approval: ! � _ a Town Planning Board approval: �/ 1 337 _ Flood Plane Elevation??? ` ' r p Flood Zone: f Notes AA '' Ci'``-^'✓. ✓'.•fv ` V 3� D� M-1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL i [ ] FIREPLACE A CHIMNEY h REMARKS: 'r DATE 3uu INSPECTOR 765-1802 65 802 BUILDING DEPT. a INSPECTION k [ ] FOUNDATION IST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: f f6 DATE 1 oo }� INSPECTOR // 765-1802 BUILDING DEPT. INSPECTION f FOUNDATION IST ROUGH PLBG. FOUNDATION 2ND [e_- INSULATION FRAMING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION REMARKS:—�✓ 1. is DATE INSPECTOR 765-1802 BUILDING DEPT. E -INSPECTION i [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING [ INAL kF [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION t: REMARKS: I' DATE _ INSPECTOR ° i Id i FIELD INSPECTION REPORT ' DATE / COMMENTS l� D.E. FOLT'D aTION(1ST) 8 — _— — — — C��x ----------------------------------- _ c FOUNDATION(2ND) ———————————————— m z ROUGH FR"IING& k - PLUMBING — p 5 — --- '- S r INSUL AT[ON PER N.Y. — — — STATE ENERGY CODE — FINAL — `�® ----- — ADDFFION L COMMENTS --- "M- -- X -- m y -- N - z -- - x r ----- ----- ----- -- ---- ---- --- ----- ! TOWN`aF`SO HbZD: BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying =TOWN HALL Board ofHealth' SOUTHOLD,NY 11971 3 sets of Building Plans TEL:,(631) 765-1802 planning Board approval FAX: (631) 765-9502 Survey _ 7vrs %orthfork net/Southold/ PERMIT NO. 30096:� check Septic Form N.Y_S.D E.C.. Trustees Exavnned 1 A 20 Contact'. Approved__-I` 3 ,20 Mail to: Disapproveda/c Phone: Expiration ,20"a.�. Building Inspector P '2i1P1'LICATION FOR BUILDING PERMIT JAN - 7 ng Date / , ?0 O _ - INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 Pen-nit 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. (Signa of applicant or nam , a corporation) (Mailing address of applicau State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises //J D (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. ✓ p �pG (�X �9�D7 Ul Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on w Wch proposed work will e e: / G� C Hos umber Street '7 Hamlet County Tax Map No. 1000 Section / � Block Lot Subdivision Filed Map No. Lot (Name) 1- Stare existing use and occupancy of prenn'sesand int ded use and occupancy of propostfl construction: a. Existing use and occupancy— j. ,, - i b- Intended use and occupancy tPV 3. Nature of work (check which applicable): New Building Addition Al{ ration f Repair_ —Removal Demolition Other Work A% + 1 (Description) 1 4. Estimated Cost StM'f U _ Fee (To be paid on filing this)Pplication) j 5. If dwellin& 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. --� t� 7. Dimensions of existing structures, if any. Front Rear Depth a€�✓ HeightNumber of Stories Dimensions of same structure with alterations or additions: Front Rear Bn Depth Height / Number of Stories 8. Dimensions.of entire new construction: Front_�f - Rear Depth �J Height d Number of Stories gy 9. Size of lot: Frout �. °�° . � Rear Depth 0J ® Z� 10. Date of Purchase I jAn Name of Former Owner L 6 -60A 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_NOW1lI excess fill be removed from premises' YES_NO 14. Names of Ocvner of premises +, - , Addresso i- � Phone No. Name of Architect - Address - * Phone No Name of Contractor Address V Phone No_ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 1' IF YES, SOUTHOLD TOWN TRUSTEES &D_E.C. PERMITS MAY BE REQUIRED. T— b. Is this property vrithur 300 feet of a tidal wetland? * YES—No— IF ESNOIF 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. STATE OF NEW PORK) SS: OUNTY O J. being duly sworn, deposes and says that(s)he is the applicant arae of individual sigrung contract) above named, (S)He is the (Contractor, Agent, 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 Gf2 _day of 20 utJ p tJl�,��Gt_� ,din Notary Public igna eofApplicant HLEEN 5.SANTORA NOTARY P6WC,Sime of New Y94 aU v`ifi018 . �emmiuen ixpires i 89Z-66\SOZId\2I3rJLL-'332I I06TI -X'M CIVa UaAl'd ^''ce =t.1 -9- VJG 'lHc4Vzl9 xz ZOZ09 'ON'31-1-S-)L-NI lams ISV39 olkLalk S I S dq9 `D Of ' saa:b Iso -6o -As 9LZ'ZZ = V18V I` Q 1N3WnNOW ■ A,4gp JO I I I i I k I I corl L.cj 3 - J � f Q. - N.= QI `I 1 I i S 4 6 � �-e wo•c t �p � Z _ J a I 111 � �y O `sW 1 III Ili Il ' U 00 Z-601 I `nn g 6 I 19 ur'1 ? SII oU -4 0`1 ,• -SII Ot.,l 1 - 'd210710`dTJ154V 31V15�1V ONI '�9'd91ZIOW �VIlN3al53� �b"dIONIZid ONINNV V?aNVS ONINN V O-IVNOQ :01 G3 :4112431D i 217 - 9 - 9L - OCCI # XV1. uNnOo �O�dnS S eo-bZ-Lo aldadn hb-b-Il a�,�anbn5 J N '.i LNnC0 >10=4 f M a1oHlnoS °Nmol ?!31�fm 9NIH�nb'1 :ai v'nll5 N ,u�13�o�id ='o J,9A*NnS COMPLY WITH ALL CODESF ' NEW YORK STATE & TOWN C DE AS REQUIRED AND CONDITIO S 372 SOCHOLDTOWN ZEA SOUTHOLDMVVNDLANNIN BOA ' SOUTHOLDTOM TRUSTEE 1L NY S.DEC Y PLUM .,-ICATION ONLEA TBEFORE CERTIFi: CUPANCY' SOLI WATER ` SUP' . -. a4 CANNOT EXGLL Li2O OFI% LEAD. PLI I^ArING I ALHASTE &WA NEED +. TESTna., ntrJI.L COVERING " -T / 35 I rICNSHALL MCODE JF ,�tYyY'IENTSOFT ^ ORK STATE. --i CERTIFICATION O NAIL I1dG & CONNECTIC NS Iw(r. - 1 -��ILIL_l ,. . . y69 hCQUIRED. i � W 1,4Ck7WhAj Tk? 1hOM I �Wi+[nI�T I ' 1 E OCgUPANCYOR - L_,� USE! IS 'ALAWFUL ' L� == J� - �� -- - �. f _ �� crraaf /]HIM LPh �I O T IOI'T �ERTIFIC ' I_ 1_ 6Y I -- - - W UI' I I UNDERWRITERS CERTIFICATE REQUIRED APPROVED AS NOTED I DATE:-4L- B.P.{iFEEQ/' a,�ENT Al 'lug" 'I .1 • i NOTIFY DEP ' ARTM _ —'-'� 7G 1802 SAM TO 4 PM FOR ' ,t Lvj�FT 0-" tI P,., r'WING INSPECTIM- .-...-..--I - -^- h•L • I...I�/' f r Iwo G- :NDATION - TWO RSDU, F:- POURED CONCRETE 2. W .3H - FRAMING & PLUR 3. ! "'JILATION - - - 4. FII4AL - CONSTRUCTWN MUS- E USE- ':OMPLETE FOR C.O. ALL 'INSTRUCTION SHALL MEET .HE _ ` REQJIFEMENTS OFTHECODESOF NEW YORK STATE. NOT RESPONSIBLE FOR BICE X1(•DITIDN C:rIJ a�F DESIGN OR CONSTRUC110N;ERS,GAKAGETXCTIER 2�ry� 5�, Ft.00DZONECOMPLY WITH CHAPTER "FLOOD DAMAGE PREVENT �J' TZG"vl plat C7%uUTHOLD TOWN CODE, k 09 E- EIH4c�Q0Le 0V401'QI Asr � lJ4L o� rSa � u, jAICI J_}7+ iOLD, r,lrf 11,171 CR.� 1,0 1, • VEo BY DRAWN e v IehSl(-EIV rAL FDMc e3 t . i 1 PIICYS'T' .r.c..yy DAtE II 'I !'O3 ..'. vcof'�.� HrI(AHT 31 w LFFr 5113E rr A4 r 1p kJ f Tek E „ NF � . osz5+° t�� kiogT �OIDF grX*M fz w !!QF? aG �YMyWyyN�,�" �7..L'1u.WtIJs� RSI p - 11' Ci �Ii- 11vT<. r'C�Jl[,.114 rW{'.W SEI: TQ•'K'1 NIwwN` . . NPS - °IUWINO NUMeEI� ss+o �I rI.M �-" b 12M �— •� , - --- �_ ��� NOTE: �� u� ^`V( I W .J, ! I '' -- - t — — �f?r>_Lfafr.$�R)xhr,�G i h4ro t�-� - e w w L I , ✓ I Ap i "4)r Ol OeA JDIAIAEQ M r lipR 1fv - .. ,1 TI�RU�P-c4Tto, Wl f2ulAG IUD ' fd lo •• -' - � { r : { Z 0d,z✓ • � {- , 4210 • QoT2'. j�og- COI,A LX,*rICN M�r/- FL4Wa5 r t . 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I/..�?ryy" G>�11FILL1MY&wcz�ca Gt;t3lfc tI1R!ULf /7r r`44Tcu rt7_ Ctlr,�U }» -1 MATO E 'U 11q" LF Yf aL?M rp1Gn�Q " 4G 'n ueu ¢ro ft•n7Fr7cA zM 5 S+M� I� �, RI(,xtE LS til$ 2' 2X1v z:;C4 SILL 10 fXaB \ ST�hp ' T 2Xf0FJ. ® ICD'�Q,G. �' _� bN• � - r fit: #r " � I�° �,�, `I["LI D 5l-CC,k 1 A: U �i r, Iso , R- WW_ KJ xh• � -"". �.\, , . " ; f'X .4fa hK f I W, Jm'r(n'IU,u "'. 3/q� SUF'J FI.�"]tZ UAII.C�CX ;•_ . .., atGt W+,nit t'n�a r4i—Fhs �rny Houu�i< i9 n. :- . 1 � N� ltil Ftrr{ F, .i_gY P�GbI 5IMPsoM „ i Rwlhi -14 I tJ�4Jf c dFl , rip- V 7 ti a � (a G�' XnJ,�f�0CO PQM I 4v WR y ARP„ PctEpLO 'µ. 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IT I,I S py 1� �l.I V �`l'vY.'X/Jr11a.GA t I ON F NEW y MRE My ` CONALp IVN(ND p 41sc rop. 1400 HIAI-IANAS f'ATN eOOT4o4D N} -,r fi971, f q FCACF: f/44,Jly I1oX I AFlPHDVED IN DHPWN'EY �F./S4I I D. oszs+OPy�� L �I- �wof� 4MI i0i4i ass. ra4p GMFVu. S61 'CIS ' OFAW�GNUMEFFlJWf GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: OC AN C A SIFC TIO - 1}RIDOE•TO-I?11FIBTA86EMBLY: R ) F FRAMING: R RE I TFA 1-fµ'42ogbpeWgYlW baWctrdb eadmldrdmalYrs in amolrWla.neihM3A. NAIL M AIL BUaD u When amtrdo ta uabhu of a float hap,faman0erdtOdopnmpnnaft JOINT OEBCRIPITION NOTES I T CONSTRUCTION NOTES: u.edr.rddth.nalMrb neednale><au' th.10bwwd numWof rWab R,,agap RAFTER To BWA4L aYl'pMMON .TOP PLATE 10'WALLryd COMMON T�-ML IOTA FT. F UC 1}]hibkmnetm Whin M heyaraLoading n cmutudab a 1,rd bbalbtlwlpn 2}RAPi9i.TO•aYALL ASSEMBLY: PRESCRIPTIVE AS PER N.Y,S, RESIDENTIAL CONSTRUCTION COPE AND fMatlamd imwmp tlsislle.ThiywlmhtexW Macprahmctlm al,rots Lig"kwYna aMOhmallcom"ou bfalw,oYtngwin=btop 00 dast b m DERBIG JOIST 6'W ALL'3.6d COMMON DESIGN CRITERIA for ra at%eDbd pppd MlMlnpOoctlge stldmmphmowkh* td Naw Ypdr amodYdabWIM3A,Whwar6NnrKratloratht Mgrawthabrde below,ralYrs TO TOP PLATE fO WALL:4-d COMMON TOENAIL 1995 Se HIGH WIN ITL N " D F AM C U R M NU BkM6Wpmp opdaw Tha )wlardll {:onbaamrbrwpalwdb/orgvMlpp aynrhrd drb4nn'dlal yaa,ggypmRrWatbp paband mawat cep pbyaAatb abidbdb CEWNbVQUT70 AB PER TABLE a,7 FACE FRAMING E EM AS PER R P AN CROSS SECTION AND NERAL NOTES mnakuutbndwW'Nd pobnwboarwoaapafwleralWRnNhed,Wucauatl' theblbwW.Wt WhoDTnaonnaohb.Rash trMwrpilp menkaakbd6r buMdB PARALLEL RAFTER WFCM. 60 @oM wOswwatwposlenmpbad portal. 0114 be mnraebdVM 4M MMOCtm@ M Wcambermpewith table 3:9o. SBC NAIL f%1. BALCONIES CEaJNGJOIBTLAP6 ASPERTABLE3,,7 FACE DECKS 4D 2}The Garmamal Canb.dorbnNweyabwmkgRede work andconabuplon 3).WALL-TO-WALASSEMBLY: OVER PARTITION WPCM-see NAIL ATTICS w/o STORAGE t0 n! and, mlW,orAnalpEkayat raplynpn.pm Wtll Wale a6pvaam twobelowa oww4dahall be AVAOWWll uFlMmrnwibnah DOLLAR TIE ASP TABLE 9.4 FACE ATTICS ./ STORAGE 20 These mdeewbbcpnsiosNdr Pan 914110 gpedooelblrfotlft bulldapNq IwblNMkaw7mlWeSAb.wwnwomsWa&WmOondhtbfinawehqudebebw,6y TO RAFTER NFChl NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD amid bedrmMto mos tlnmdncaathdapW. abosYWba6edtdb a oommmMoscow 0 ON Im6mmblywN,uplift ourmbmb BLOCKING TOE (uVE LOADS PSF ROOMS (OTHER THAN SLEEPING) 445 0 9.DarmNfsbna Klslllake lncadwtowracaled dr.wbga. ambldwcawBh Mble 33. TO RAFTER 2.SO COMMON NAIL ) ( NOTSCALEDRAWIN64 4}WALLASSBOLYTO FOUNDATION: FUM BOARD 2-1Btl COMMON FND ROOMS (SLEEPING) 30 FaMWWI 911*OW bamewcbdto the f°InNUon,so pea,a bottom ptata woh upMll �e�♦TO RAFTER ENP NAIL STAIRS 4}TbaroplaN hienYbaenaroklladkrgpMrtictlm awwdabn Nd aaapnaw cORTMAO ,BWtYMshell havaa mbblen ambedumtofTW"in wKe VVhL,L FRAMING: GAURORAILS NY DIRECTO 200 deNbrlre with Rua phns.wlnaePoneblllp for foundation OWaalbonsTos,15 hnh"in n&U"block f&Xd@UQK mleppod under NAIL NAIL EXPOSURE CATAGORY wnabuGbn many malMde.,achnlgil@@,tamalar,orI m PMC@dum@,mhasaw the Piot and inded In SOCOM1rmca with table3,3b.When MW atabMlapped under the JOINT DESCRIPTION QTY SPACING �� LOAD PATH p'ecauMorantlPogbmab otwwockmwdh6wwwk7hM'nn°rnna°a"fora bottom pb'3kWh squwwe'Ms dud be bedwlm W anger butt.A4phor bort SEE CONSTRUCTION ANOWiNp PATH CONNECTION aPatlllamanMnedorbnplW dbr un d,hea sits. abcirobbbm-p-- NdalrW YmeaAPOstnafoMbla 32NMaddltlpnbabcirp, TOP PLATE TO PER FACE NAIL RO F - FOUNDATION) ETAI PA h GENERAL N T A 4Rdwwfhe WYdpwad DmrOWAfinealrior Wdwbnbw,obepwabehumB.12kbhwfmmthemdda$M loWanddl TOP PLATE 2"led COMMON E GEN AL NOTE PAGE aPawm9a D FOOT BEE NOTEI NAILING SCHEDULE B}The Carwai Conbautprle toawba that a TTERSE EDAT EA.SIZE HAIL INTERBEGTIONS 4.16d COMMON JOINTS EGRESS 5 FLOOR PLANS AN HIND W SCH U 111Yo1uy Aef+hruaM M1pbcaa maab B).TYPE 3HFARWALL CONNECTIONS, FIRE PROTECTION arwcaaos rmFnmdauosiw ap.dncappw and gplWWe coda. type lexyrmrdwarwalt wBllAminlmbnam6dCN Wood auuohaelpwwlan tib ederbt 2-16d�COMMON O.C. FA OK CT SEE FLOOR PLANS Ylsdlad wit ed mmmon'rao1K d•oJ:,Klhe Paas edpasentl fY ac.btlN ngd,and 4 The Gaunt Cmdnadmleb OUNIAV to owrwforad teaan ams 1Rlrwh pypamwsiSnW phtlw khMdmnarlyd gth Stl cypbrnNeel7'o.o atpwW HEADERTO iB'O.C. ', FACETRUSS such niklplmna,sblvlro,penby,obab,brra,alc BOOB wtl l0'aad the AeldYWlGuaomrtlrmwdmtlb bn01i1 ragWfanrdt sperJ6ad HEADER ,6tl COMMON GFAOEB NAIL ENERGY CALCUL DNS NIA - ST RD I K FR M NS T M lob 103.115114P. TOP OR BOTTOM 2-lSd COMMON PERWSTUD FJ4D RESGRD K J.5 RELEASE 1 8}Wind bit nqulmm�xlbsirtbwwhllmamarm awrhuclbn. PLATE TO STUD 3-tad COMMON PER 21dISND NAIL 8),TYPE 8 EOGERipRSHEARWALL CONNECTIONS: FOUNDATION NOTES: TYpeli NftmlplatrNwYbalrY W49 Ole aqulwmnbdhbla 916eb*i the Apopude BOTTOM PLATE TO: PER FACE NAIL [AS The OwAN Gontimbor and Mwon10 rwkw pl"ft oma,ostaft and Mea IenOol AOWW ntf°ctwe b table 3.18. FLOOR JOIST,BAND JOIST, 2.18d COMMON FOOT 8Ee N0TE:12 bifendstl b@OW ditlhW faW(e)@bpm Wdka orde. END JOIST OR SLDCIONG T}INTER)OR SHEARWALL CONNECTIONffi FLOOR RANTING: Mpab rat On nesbbO(vk9bl SOL Assumed beadre S000bf a sidarel Wgdr povkNd In W*3.14"1 be Dumbed b be kluwtl whnInsidmNnwdbwuad.8bstbgndcmnOcgo rababbamoldumvdth F2-8dOOWMA0N NAIL a l?aVemkinload mdsrkR bgea nduab OW@and budina2AA2 and 21Arapeoavaly. JOINT DESCRIPTIONSPACINGNOTES r MAwn waits comdro b excerbr or unhetd lmNlmame, 8).CONNECTK)NeARWNP FJ(TERIQRWALL OPENINGS; 91LL,TOPPLATEORORDERJOLRi NAIL Poo T CLIMATIC & GEOGRAPHIC DESIGN CRITERIA wBRIDGINpEACH TOE GROUND MNDSEISMICRROBT MNTER ICEBHIELD ROODWwM#4lwba.iri stITc:e.UwapWoundepWforbwdtom WOW"3A Windowsill pMW'MR be havaa,WOWmw M b amwdenwwhh table TO JOIST END NAIL SNOW SPEED OESION FATHERING LINE TERMITE DECAY DESIGN UNDERIAYMD T BLOCWNG LOAD (MPH) CATEGORY OEPTN TEMP. REWIRED HA7ARD3 . 4UAleactsondu mbd.stafabmprWabb2liDOpsJ..CNmar bb EACH TOE MODERATE BUGHYTOWAOM4 MYh thickaxd will"O with pµ8waa M@M dnbmdg.,ntaMalebW�THWRALCEIUNGASSEMBLY; TO JOISTEND NAIL /S L68. 126 0 SEVERE SFT. 1, NONE -Sgi bb Mnimum&,kklah thkk dtll)eis b be used wa abchealbaw,Ow cities shah adwb ndtlmedW BLOCKING TO: FACS TOE TO XEAW MOOEMTE NlWWWtopdVobnmaWopsmmewadwlboMWd W4gMraW4oy 81LLOR TOP PLATE BLOCK NAIL6}Cog@P c bbe PrwYnwth a mornmm 18724'smna opukp.ldellarw atnp tab apno@Ibg prtdthi baYro.Comabmubtn ddpa andwdl elMYbb alMctmaewh tame LEDGERSTNmEACH FADE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Ba78 cast hon lgndsibnrM faremry,W aq.ft.of rqulwnanb. TGEEAM 3-1Stl COMMON J01ST NAIL DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TQE SHEATHING LOCATION NAILSPAC[NO NALSPACINGATINTERMEMATE 7}DamgpmadsdNWdloundabm wdhbbrmiracaoaabq eap.rsectlm R4B0d 3-So COMMON AT PANEL EOOES SUPPORTS IN THE PANEL FI4D NOTES w N.YJL Residential CMWWM Coda.A MI TO BEAM JOIST NAIL 4'PENMETER EO(TEZONE ad DOM 'O.C, /d COMMON ANEL BEE NOTE8:1,3 ILL. taw below nuts portion dNnwbrwaft IbHathNe+ten sirtaeppled l),Ugasottwga Med anmm W wAyh1lob/lAW praaeubbaaeWlrabN. 0 pllorbb@hMRlin9. Nhabraw,hargara NttlarcJarbb9stwntn ardaewa steel. BANG JOIST 3-18tl COMMON PER END {� TO JOIST JOIST NAIL INfERIORZONE mCOMMON®B'O.C. Btl COMMONCIY O.C. BEE NOlES1(BOTH FIELDS) "�'" p n�- B}Daragaa amu R405dN,Y.B.ReaIosMLl Corrhublbn Code. 2).GWMBrcook loft b be bdbdin wall pod who wwehM Nd ruts. BANDJOISTTO- Z-,But COMMON PER TOENAIL N07E:2 FOR PANEL FI4D IMOCpIy L� AA4� GLOW On 0mgM*Pleb OWlbstewed with properYaY con Newfn SILL OR TOP PLATE FOOT SEENOTE:1 GABLE ENDWALL RAKE AND RAKE TRUSS Bd COMMON 4'0.M Sal COMMON®4'O.C. SEE NOIRES:1,9 y FRAMING NOTES Imo oobabwitha mNmum i?dt kr ION enalwbell with wale,Ndrn, TE R 11 All framing IKhNgm60 MO"a poandplive design d 1995$Be High Wind 3).Posy WJPPodbgWdne Oro be an b NAIL NAIL - ..' Edition Woof Framing ConwWmm MwuW, dwoll a12k12and Beck mma,s Sha ,WWI DESCRIPTION NOTES THESE NOTES ARE ONLY TO BE REFERRED 101F MENTIONED IN SCHEDULE NOTES ONLY. Use anwdMO lF4!'dlaw rlpnoo NwilorbstathwwYweantluh Faanp BbM 011'. SPACING 4 Unbauthstga noted,aMbmblg•ndalnrbalwmd mandsitub62+BTR b3M1 bNaw grsos.CanaelepWanhe wsd wghstpocilsalosrAa wth ropkorpeeputN AS PER7ABLE 3.8 STRUCTURAL PANEL Sal WFCM•Ann - 1).For POOR WMhhp within 4 lit due PatkmtwGdpedW mut.Including 4 Wt m each oWe or Bb rmfpnk. MT DoupW Fe. 4).OekjalYabhimalmJdro YBm a.c, the4fcol pemuwwadpe Bina dtadvmwtraquan Yellbund. . 141 3}Fbpr,w3ft,n11h06admbwmbe9paW Ktabomo,c.umaenbled CEILING SHEATHING: zit Tebutbtl,2 Inch cc neoa aeamn aheMl YtrrJrdmrYbTbwa6a 4'- oterxMa. 5).A minimum d 10 inch Ruling shag be hit"baMwan go bWkrp and 4daw. JOINT DESCRIPTION NAIL NAIL For tp�mpatlnIqp ro mbgmwbowbh G>D.40. Ledger 10 b hawed b byyingwbh 1/2-dia.bolt gNwuhem and nub OTY. SPACING NOTES lrndrg membam with 40A2C�OA%Br rel apacbp alallbrduosd bb Incha oa ' 41}Law othanAa noted.dl bewail wall holder b be(2)2riD 92+STIR.Dog.Fir. whit needed. GYP9UM TOC EDGE 3).Tsbabd4brh ac.nst I B Wrg wall 1``4151x1 b hit MINI,solos Nd(2)Int length Mos m each aide Ball 6tl COOLERS apac n9 nsumn sheathing b abr)ouo hemp membebwdih G+0.49.For openaps.LVLhisal b have(a)NOk abd@and(2)Rd length sputa m each a Ma d 6).Canaw Ptn shall be a ervnum 8'eboua grNh. WALLBOARD /g'OC.FIEID nmdng merbenwith 0.4241346.49.the mdl ebWg slag be mdmW to 3 btlas o.°. OPK*W-Baft wall wkdmv WRS"I Ywhwe(2)wind°wa all Imbafor 2 4 wWI WALL SHEATHING: ' opNda blwan 47 and SO and 2X5"I OpNwps bbawm 611 ad WR pn kI&ie m•a�bbwpponed wMhbroM Nd Brute.Ecom JutatsiW mhW banclnntl nut bbWn9 whit@PDlkabta. JOINT DESCRIPTIONNAISPACING �NoMrF WALL SHEATHING REQUIREMENTS FOR WIND LOADS:5}AIl nJrhbarmdraetlMbbbraWvSRmlwvy dry9ahMta bmn0@re Nd e).Cwstatl Rode gnatbaeaMbW and arc4wed the aamamwwrnatypke STRUCTURAL Bd COMMON 'S PER TABLE 3NAIL SPACING NAILSPACING ATINTENMEDIATE Ywhos whoa appticK,hbst connecting inlets. PANELS WFCM-SBC SHEA7WNG LOCATION NOTES PLUMBING NOTES THT 09B �CG AT PANFI EDGES SUPPORTSINTHEPANEL FI Li B Dauhle uP 6om)ot4 untlewstathd mnpaddbtlN BDor)obted urderhNholb. 1).AIlwatwwppy,ddnapeaa mnikgtblraldWupN N.Y.S.ReaWnIW PLYWOOD But COMMON 4'EDGE ZONE aCOMMONCB'O.C. S6 COMhgN®1st O.C. BEE NOTES:1.3 BOTH FIFIDB) F ob him canmbfl-kNytad Orb be mdftd kr super ted capacity wase road Corrb,hcllon Cod a. GYPSUM ENOTE :1. 111m plans. 2).VMy aepb syahmwall the ErobarforSuRclk Colby Heath D"almntappmW. fiCOOLERB INTERIORZONE 6tl COMMON@B'O.Q 6dCOMMONC1racWALLBOARD EE NOTE:3 rr) Z und:hMingv4& rod"°m'Ott"Bo°�.°neavdbmMn9b6om>orla FLOORS SHEAT NOTES �w �� a),twwa cern.DNw or)elataw et M dlabW ImrW@Ilpn lorarX pwbhpahead t work 01 DPOvM ode AndellWmpeWPhase icombpmarcl Brio taoaetrswcOae,VaNywRhiM JOINT DESCRIPTION QnL BACINfJ NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED W SCHEDULE NOTES ONLY. naded. beWston ba6WKaamvabbatwanraMra.lrabaM doRutmkron 1114111,code an mwuhclrey remnnmerdatod+mrramwnum bMaWamd apadro bmMtO. nWeO. STRUCTURAL PANELS nCOMFIr MON 8'OC.EDGE ).Fwwst WmWnp within 4 Wt of corns,lir 4 Root edge mos atWhnerd requluanb Wll ":i•' HVAC SYSTEM NOTES 1'OTLEBS ro.c.FIELD ya r,d, V COX GA& she"inMdWPVA ndwaftb nun.mol�adhhea40 L 1).MnhWeY sulcomet Lort N@Domabtfm adh@edngbal aDPllp@W mdn W egeW N TES' + : " agdro,naa plywdpl.Pywoodb romrayst mqunnwmb. O J• 2),Tabnlged l2 bK oc,ret epaclty a aWrae shaaedroaWdW to abut nwnn members with ,Z).Uniaw oMwKanoted me W4*thick TSO PTS FtwAdmOwhpywood subSmr 2}HVAC abnonmwbrhbhlyaooPObaia aNaya4m data edrpdnwnstoswohW THESE NOTES ARE ONLY TO BE REFERRED TO IF OOA9.Forfruning manbrawYf 0,424134,me roe abclroa&W be reduced b6 mmea o.c adhMad ger PL400 MhaNwAw a led spd b boo)obb.Finished fig to be Insisted MENTIONED IN SCHEDULE NOTES ONLY. 3).FOrWMor penal wersubfima paha dkwl Ylnebud DM. "Wpmd ecgpbr. Sol 9"Aad bw raft Yeo be POMKW b be eubeobyd For common note. 3 1}NAllbg requlrarM w head m wait shading 1/).AU hetivmmwwlhbhan l?tlYdrmoWymwreaMbnl alyetrbec GNwwmkad a).FNAC whombh�b pouch tit syYM yyMdaWy egntrt tb tab GmeN Need6'NvrenmrKOn Pared edge.If wait Ywii Fg Q'♦ °alba OW me&MON Whim SON thick 4WX ohabock At bear parip or bulding ~kwffmwAWWNWdK0%WWLtnYled 3'ommceMNKtlw pnsiatlgto obleh hghN aiyJr b Aavenepbu i?ahea6mk AM watt b b lepN/aOdfilehla. ahwrrpadtea,rating regWbrrwosbrabucund ELECTRICAL NOTES: carom shall be doubled,mYlNhYemmm. MM r Annexed 0".wah Flat W leaothbam ei pad bIaalatlawMa W3Waait an m 1}All siablotl in Of tlmn Per N.Y.S.Raadentld ConaWclbn Con. such a Warplaw,dw9 be used to aaIn;,d path � �, � apaownhi*Flat mot shell b appaed with a F2srpr h@w etrKwNr NI EPOM 2}VArrwst ehaathhq 4cmfiuow ovstomacia brrh down typo metadd ova. 2}AR alamkal wokalyl b appmawd bye gwlMW ikwradw, numbM,the,af4dard umbbrdwlw shot bepam w 19).JW NII paw aM woodinmniwlwllh cwwdsbbpeewno-aW.BwWWb 3),Imftll smoke ddMoaNd Carbon ManoddenWlM 0=0101A as DN aedbn 8317 t°boreducidml-i5dull instinct. b Msm6ed wlthabam ngaaalantl mph-Wymlft1 dIX egad, dN.YB.IWalar"Construction Code. .ate OF NE{y q�tfy� 6�1J P� F%SCyF y09� v! abs eZ `O o 05250 q, FESSIO*1 'W i CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE—TO—RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER—TO—WALL RT20 APPLY TO EACH RAFTER RAFTER—TO—PLATE RTI 5 APPLY TO EACH RAFTER NOTCHED RAFTER USE WITH SPTH4 CONNECTOR RIDGE RAFTER PLATE—TO—WALL STUD SPTH4 APPLY TO EACH WALL STUD RIDGE 2ND. FLOOR WALL-TO—lST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER—TO—JACK STUD LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD—TO—HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLODOWN .ANCHOR 'ADS5 APPLY TO EACH SIDEWALL END 1ST. FLOOR—UNDER—SILL PLATE MSTA36 OR RS16—R'' WRAP UNDER DOUBLE SILL PLATE RA TYPICALR@GETQ.RAFTERSTRABPING ' TYTff PIC�I RIDGEB p�TQRAFTERSTPPING USE WITH 3° SQUARE WASHERS USE THE FOLLOWING ORAPPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT.CONSTRUCTION. FOLLOW MANUFACTURE!$RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MA%IMUM UPLIFT LOAD CAPACITY. RAFTER PROVIDE 1/2'SPACING BETWEEN THE END STUD ANCHOR BOLT CONNECTION _ AND THE 2 OTHER STUDS FOR ALLOWING ANCHOR BOLT CONNECTION FOUNDATION WDIAANCHOR WXT RAFTER ECT CORNER STUD u" a N M IM P I HOLDDOWN INSTALLATION SILL PLATE To FouNoanaN ANSFER SHEAR ICRAWL SPA ORF IINDATION ISTORY 7r OC TOP PLATE EN WITH 2 16d TOP PLATE ;LC.ONN S ' SILLPIATETO EMMMI 2STORIES 3r OC O ON NAILS @ 6 O.C. WALL BOTTOM PLATE TO FOUNDATION WALL �,� WALL STUD WALL STUD SIDEWALL ENDWALL USE WITH 3x3 SQUARE WASHERS (USP LBPS58 OR BP583) - 4. 'f TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNEt�TION SHEAR WALL CORNER CONNECTIONy,� , 2ND. FLOOR WALL STUD KING STUDS 2ND. FLOORPLATE CRIPPLE STUD SUBIOR WOOD JOIST RIM BOARD °, HEADER BLOCKING WOOD JOIST 1 ST. FLOOR TOP PLATES JACK STUDS GIRDER/HEADER --T WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD L TYPICAL HEADER CONNECTION , JOIST FRAMING OMER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICALMULTI STORY CONNECTIONS 1ST. FLOOR WALL STUD .:. � \ 1ST. FLOORSUBFLOOR SILL GASKET WALL STUD WALL STUD RIM BOARD ® TERMITE SHIELD +� BOTTOM PLATE BOTTOM PLATE 4) • BATHTUB SUB FLOORDOUBLE SILL PLATE DBL. SILL PLATES DOUBLE JOIST DOUBLE JOIST (TO OVERLAP JOINTS) f FOUNDATION WALL , FOUNDATION WALL a e n OF N i F\$Cps .to DOUBLE JOIST FOR UNDER ABAM113 DOUPLE JOIST FOR NON-BEARING WALLS 1ST, FLOOR TO FOUNDATION CONNECTIONS SILL PLATES T c RING N•05250 ?� SSIONP\' w n 9El I EN I i IAN1�7W�i Pi rei>t=1r Wl i-'� sG l-ir a h ii r ,O .�,' 1 � IIaL ' _ - - - - - - - - - 1 - - - - - - - - - - - ' .i.wiurxw rc Pm*z H LwNCRY -30FArc,ITiow, `S FO 22004 ger-I r-ieFzOn[rr�GakraflY?H ,� �u�GA:r� i~i�a� I N E3t1`u'(�GA i RM TOMAkC- 6J-Tl46Ule4,L6t0 rie'E 'h'I,k', o 'wo CsEpGRAPHIC TT7 �vIG'N Gtii T R1A a ( �pF NE K y I.c�oo H4 t Aw ATi F 1s{ F�I( l41 I .GL f rCll"i)= k3 ail HFr ,� SCALE. �rnEoveo CLIMATIC AND EY yy Vyt/.� ( Oi: DRAWN lY q FKOSt WINTER ICESCHIEWFLOW H tF!Cf HT 51 aKOUND ' WIND SEISMIC HAM OO `a o�tE.l BHQW $PEED DE51CaK1 . WEATHEtUNB WJE. , TEItMi'fE 'DECAY lEMrJ UNW.QU�D T C 2 LSF 1` ' 't iw+ i:'l 'r F'.,,�.t'a' LD.tD IMPM CAMWKI`. - 'DEPTH - ric'F a <'i l•-T � dr * Y'.(��, �,I _ ,ls ca5' rto - a seVEBE ,fpr. maA?EIWre ' SLIOWTa i1 NONE -- Ho. 052510 Fri 'fF)ME'IIVY `PAOftlR,Affi PY' DRAM..Nmx.. OFF9510N .� — u , �2LOn i r moi ` y, u� f _ NOTE: w i- �- V5 coWrL'^ } ii W',W ' -- —' — - --- — -- — ra _ F J � k a 416,1. lA _� NIX1?11�YIi iuSi '�J�x I!C7° IVTIG 14 C-94L t � 2x�D�.e,L�fr'_u ;g(2 ��,(� � ofo: Fn> - • N '� t�,a �� ti4E7aR rsa,s �Fvg 21© arTAZ u l=.,r� i w l t?04vOil ��+r _ �, a • + ✓,• + to I _. ( ,�. I ,� ��. OO C �o-jt? II '4. .La. y� _ta tE1 � '1 KI f2. IT, I pFNE'` M1ZMk'� CXNlii'Ld' Ahlh] fisc Fr . f�{9Q:.NI k 41'AT '.PAf'H.�. Ft31` .ht`� Ir37ti gIC=4f4'r, Ir:pf( f ly 6 44. G�' UWI -0 I777 lex V H � L�I�f1S� . Wi D?'N C l T ! G Ia � u ✓L�K1 2 C Ql {�e� '�` I� ��I�a"c G, A 1;w"0 4IW 0511 1$:Q5?F 7 %t !I �2"GYMc f L ff �flbY �?���1 �II �Gt j, 4,t7 .� I . a �• I G t3 � G rW31410 3!rr3g'r• 5:z'33' �, J. "I's�" 25 ✓ " 12rrnl�� �.9�r M�rs�i CkTt� r t 24 t cr1 Z, iie oYj', 7'210" 15 rbS,r y4 3. hF Ff1N. 1'Z G.o*-140'oIGJ�SfJI Gj/yV NNL7 H4I Cc s _ t 'r'G 4; �'i Ir �, mar^ GSCI-0 ,kEOW TYPE o o f u yTG 2.2Miv"� 7�" DiA, H�*�'�l 1`- - IF- � '' THvtaw � fiFI 17- ' . MIR a" ©IA6,NG/ o � >ou__ IA I�tr�1��vrz� a rte. �[ LC)W E F{1a c�tun�u �� r?k�i u I�1 �(.u 2XCo Ce)LWCA Jt7ttM ��Ci 'it Yom• ALA, «le � ' � }rffal z M7N, �.7Glr(� Wp �F2a" (�-3v ir�Gv> Artc7r � { 6rJ0 &LVAk 4T S,4" j t�2'G Ff �vr r�aaa�cy' r 21fU" 'S'TYJCr �.%ILc110,Gr 't 2J17ttG Co" c2G, L?" Com= PL-rwaorx ' TP.STH1fdU . ' iew a � p � � ' E.>✓f�12' '�aJ-�f1.1Gii.f�7 (TL? 1"1b7GN E1476ar6A� i MA7C+I E c1' ( 'U Mnt- PIMH i/ ° ,t` -P,6 (I (J_W I# t Y#R )�L ' TMMiTr, b111.1'LD "9 L 1 uek A Lpf 7V`f( an ieft tt ° R�Crae fig. 2 2Yto d'u'io'parrrE hTt?bp 2x16FJ" rol IColl ao, I a � ijp 11 2x'b;12R�J14r'( i(. ! t fdfCCklL7U '5/4 SURSFt.[k712 FIAILOO . ' ,;M�11L➢;lglJ ,. - `` ., I , '',"#\f /°'.Xd6„ Ylt irn . .j, ' "y' wig L:t • . CaL `f.? s + I� ny.. `T1RYF�3t t .[ U-�tI P5fD4�kh1 _ 1hfPSQN 9.. all _ 3 p}, 19tkY.L1A�iO4 Z I � �a7) fIDH `pf �7 R_� R�+ k��' • 25'9 � . � L:I � � .MowR: ' 12-1"W''41 ILl/1 I I � 1 iib �f4p ' W14" t . t . 'jjt�Ul= J. '6 �+CbC�: ty 'l .4 `� i• 411, 777 a - 3 rsc�tnTl� �I,Qe; . i'_i. il�r is IQ �' �Nl'�t ��"' >� brr��`r�lt.��" • � � . ' .� _ I ` � — _ r t c f41�' �If� r�- f 4" - � ..,. ' . GIS^ i'a�^ Wi'�. • i *CV1 SIL rJ 11- I`� O'� 0 1,o+ FNE6y �fl�� ' NAI-. p�,hltl,•fp I +b"PPROV868V - A� DRAWN 1410- 0525\ P647-' t �r.R w XESSIONP� - � ' oRAWIN9rNu11Ys4yt[L'/, , ' 3FJF L3 ��arYi rij� /O: /D i , 12 � rl�u� r,Kp55'u- . r ,11- a Rf�f f Eb . C � cv "n.!��a" f�r.,3ziti � f✓,,e�/�_� �� I ry_ ,,•�`/� ' _ L 292,fli1 -3Fvi mr ,0, 4kAix— YAM c'�fl�T'u 4ic1 LL. o- t9-QAA q. e.Q4 } g4)urwOLD, NY , II I 1 .. _ ba 0525�0 „�� !� T�++U • 'WQRI' {JT4 mw - 4 �FESSIONP� -. bMeunN uu _ r r1 r 77 mot A-':;,p44LT Fir 12 ` Pt--r4 F 4r r� cam . r T (4 egg YZ4f�G� e6C)LRI ARCW, TYPE EMF 6+41 L;F �TtYi �� �fIU , 1LC,t qlL uuCihS GiAbVK?tJlZrzF`> � '•. p� 4 - NAI u"_! W/r^-tIN ez0 �j Ji)...A3"IV.C�• j t2° �irJ» r�r 61rn.dtA�4t. G6RAUE tC 1 �,• ILiNGt 21X t/1;1y e44>1nU —FX1i 60L. i&+:(,A �ifOr I I0"G:F✓1 L kALL 1 � i y' CSM Wry r.-t:°7 � C,�tGt NGt � C � 2XCv�J1iX��ild'D.G, �" �,�' " �4tet'-�'�tr.��.►s� - ` ye LfN FLYWOOt? p {rU 2X J.��tQ�"G w berry W�j� � eta �lyu W �F.*✓�� * MIH•I � F y W.: c IVAI ur D ,WIA^f' r s 12 4,1 t NStA.&P M I$ 10.C(7MMCN1 ir✓q G4Yr7�5Urt fV4,'1 A, ley 12"T'J,.G.F x15 t J I � 1' _ (2.21 t,R9.►/k`(IC1N r I. I 21'-9" dJGE''1� �sf c I'G'n 1 OF NE Mk*� MRS` 't0NALD /WV'NtN0 �P fs 1,9 QO:H LIxG YATh b"s $ATH EDGM•ow N,-.r " - - y "•�� f44Ce:�Q,,� jr�n. "erre �o ev. o,•-�wt+ex n . . Giles% ztt ' %1T�Jt1Dui GZA!"� CxSl"fi'�Q oszs ° w� tt ee_ _ pw OFESSIONP�