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HomeMy WebLinkAbout42229-Z Town of Southold 5/25/2018 0 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39670 Date: 5/25/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 750 Liberty Ln, Southold SCTM#: 473889 Sec/Block/Lot: 79.-6-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/20/2017 pursuant to which Building Permit No. 42229 dated 12/11/2017 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: 4 alterations and addition, including porch conversion to bedroom, in an existing one family dwelling as applied for. The certificate is issued to Place,Robert&Jennifer of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42229 5/21/2018 PLUMBERS CERTIFICATION DATED 4/26/2018 IN A N Br iccuch mk� 01zrignature �SUFFn�K TOWN OF SOUTHOLD h�0 COGy BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY � � Sao 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#: 42229 Date: 12/11/2017 Permission is hereby granted to: Place, Robert & Jennifer PO BOX 700 Southold, NY 11971 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA approval. At premises located at: 750 Liberty Ln, Southold SCTM # 473889 Sec/Block/Lot# 79.-6-27 Pursuant to application dated 11/20/2017 and approved by the Building Inspector. To expire on 6/12/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $327.20 CO -ADDITION TO DWELLING $50.00 Total: $377.20 (b, Buil pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with 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 1. 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: V (check one) Location of Property: L9 House No. Street Hamlet Owner or Owners of Property: J Q,�, flOCI Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. • 2 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ pl' ant ig to pF SO!/T�®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 �� roger.rich ert(a)-town.Southold.ny.us Southold,NY 11971-0959 ®lycouff V,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Place Address: 750 Liberty Lane city,Southold st: New Yorkd zip: 11971 Building Permit#: 42229 Section: 79 Block: 6 Lot: 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Modern Electric East License No: 4253-E 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 X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 6 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 8 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: Move Existing Meter Pan, 1- Paddle Fan. Notes: Inspector Signature: Date: May. 21, 2018 0-Cert Electrical Compliance FormAs D [Eg- 7- 5'V[E APR 2 7 2018 o� Qf Sol/ TOWN OF SOUTROLD Town Halt Annex , Telephone(63I)-765-I802 54375 Main Road Fax(611).761-9502 P.a_Box 1179 Southold,New York 11971-0959 BUILDING DEPARTMENT ['OWN OF SOUMOLD - - -CERTIFICATION - Date: Building Permit No. q22 2 y Owner: -PI ac c, (Please print) Plumber. - `� _ (Please print) I certify that the solder used inthewater supplysystemcontains less-than 2110 br£1°/a lead. bers S*nai re)" Sworn to before me this ' dayof ' 20 TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2L)L� Notary Public, County f SO o �lyO�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION rUNDATION 1ST [ ] ROUGH PLBG. NDATION 2ND [ ] INSULATION MING / STRAPPING [ ] FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS. I G 04 S i� U �kfto lwa t)KVI DATE / 2gF INSPECTOR SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETR TION [ ] ELECTRICAL (ROUGH [ ] ELECTRICAL (FI L) I MARKS: `MINI 1 � DATE INSPECTOR SOF SO(/jy coul I 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PL13G. [ ] FOUNDATION 2ND [ "INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [V FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0�7/0- vei DATE INSPECTOR t OF SOUryo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION r J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE j INSPECTOR q�/Yv / aSD�Tyo f �o �o H O i coum, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ]� UFINAL- FIREPLACE SLATION FRAMING / STRAPPING- [& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL FINAL) REMARKS: C14 ( e I DATE INSPECTOR �P SOUTh°<o TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 Z��g INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR �� FIELD INSPECTION REPORT DA E COMMENTS MIS { FOUNDATION (IST) -------------------------------------- FOUNDATION(2ND) � z I or 6� ROUGH FRAMING& PLUMBING y -ilA 9 N a a✓ 1 INSULATION PER N.Y. STATE ENERGY CODE FINAL 4 ADDITIONAL COMMENTS /- - a! 7, p r qilg,6 - J o s � w b t Z y 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 Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Septic Form N.Y.S.D.E.C. Trustees C.O.Application D ({ -, •f Flood Permit Examined ,20 �� `A "4 J-' �'' !3 Single&Separate t D � Storm'-Water Assessment Form NOV c 1 w C ntact: Approved ,201 -4ail -?YIY:e� , Disapproved a/c P® /�f )e�7j( -100 � U I Y M 1 1 Ti �J�ILIO DPhone: 911 ah-5156 Expiration ,20 Building pector PPLICATION FOR BUILDING PERMIT D Date , 20 EB _ 2017 INSTRUCTIONS i a. Thi pplication T be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of platy ,,QQc,ale. Fee according to schedule. ObYVIOF 8n of lot and of buildings on premises,relationship to adjoining premises or public streets or area , 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 building's, additiops, or alterations or for removal or demolition as herein'described. The applicant agrees to comply with all applicable laws,'ordinances,building code,housin and ions,and to admit authorized inspectors on premises and in building for necessary inspections' ign re of applicant or name,if a corporation) K' Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As 8n the fAx roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: L -' S 1 House Number f Street Hamlet County Tax Map No. 1000 Section ��� ���' Block,+- Lot ��.� Subdivision Filed Map No. Lot ' 4 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and'occupancy b. Intended use and occupancy 3. Nature of work(check which'applicable):New Building n J Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 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 bu ' ess, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimension of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions ofsa structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new con uctiori: Front' i Rear' Depth Height tuber of•Stories 9. Size of lot: Front Re " Depth 1 . Date of Purchase Name of Fo er Owner' 1 . Zone or use district in which premises are situated 1 . Does proposed construction violate any,zoning law, ordinance or reg,, tion?YES NO , 1' . Will lot be re-,graded;? YES , : NO ,Will excess fill,be removed from pre es?YES NO 1 . Names of Owner of premises , Address Phone No. Name of Architect Address Phone No, Name of Contractor ' Ad'dres's Phone No. If a. Is this property within 100 feet of a tidal 'wetland or a freshwater wetland? *YES NO t1 IF YES, SOUTHOLD•TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within'300 feet of a tidal wetland? *TES, ' NO IF YES, D.E.C. PERMITS MAYBE REQUIRED; 10. Provide survey, to scale, with accurate foundation plan and distances to property lines. Y . 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 IF YES, PROVIDE A COPY. S ATE OF NEW YORK) : COUNTY OFS a S V1 1 gI�C being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the w (Contracto ,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; th it 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 day of 8 y-V 20� d �) RACEY L.DWYER Notary Public NOTARY PUBLIC,STATE OF NEWNDW i atu e of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2A13 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: March 1, 2017 TO: Jennifer Place(Feeney) PO Box 700 Southold, NY 11971 Please take notice that your application dated February 22, 2017 For permit to construct additions and alterations to an existing single family dwelling at Location of property: 750 Liberty Lane, Southold, NY County Tax Map No. 1000 - Section 79 Block 6 Lot 27 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 16,118 square foot lot with two front yards in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring less than 20,000 square feet in total size, the minimum single side yard setback is 10 feet. The proposed construction will maintain the existing+/- 8 foot setback. Au 7�red�;SLiignature Cc: File, ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: March 1, 2017 AMENDED: March 17, 2017 - TO: Jennifer Place (Feeney) PO Box 700 Southold, NY 11971 Please take notice that your application dated February 22, 2017 For permit to construct additions and alterations to an existing single family dwelling at Location of property: 750 Liberty Lane, Southold, NY County Tax Map No. 1000 - Section 79 Block 6 Lot 27 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 16,118 square foot lot with two front yards in the . Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124 which states that, on lots measuring less than 20,000 square feet in total size, the minimum rear yard setback is 35 feet. The proposed construction will maintain the existing 9.3 foot setback. This Notice o Disa roval was amended on March 17 2 o corn a existin setb ck and yand locations. Authorized Signature Cc: File, ZBA - MEMBERS ;isman,Chairperson ��,W so(/j Southold Town Hall ® 53095 Main Road S P.O.Box 1179 1-0-6a Acampora Southold,NY 11971-0959 Eric Dantes Office Location: Capital One Bank, Town Annex/First FloorCa Pard P.Goehringer � �� e p Acholas Planamento ®�� � 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS l� D TOWN OF SOUTHOLD Tel.(631)765-1809 •Fax(631)765-9064 AUG 2 2 2017 RECEIVED U BUILDING DEPT. FINDINGS,DELIBERATIONS AND DETERMINATION TOWN OF 50UTgOLD MEETING OF AUGUST 17,2017 fU G 2//1 2T17 ZBA FILE# 7074 outho[d Town Clerk OF APPLICANT: Jennifer Place PROPERTY LOCATION: 750 Liberty Lane, Southold, NY SCTM# 1000-79-6-27 SEORA DETERMINATION: The Zoning Board of Appeals has visitedthe properly Type cat under consideration in this application and determines that this review falls under the TII category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 16,245 square foot parcel located in an R-40 Zoning District. The property measures 124.24 feet fronting Liberty Lane along the northerly property line, measures 127.28 feet fronting Colonial Road along the easterly property line, measures 125 feet alonthe southerly property line, and 132.70 feet along the westerly property line. The roe g story frame dwelling and an attached deck with a porch to be remove own on a survey prepared by1tMia one chael W.Minto LS, dated February 2017. d as sh BASIS OF APPLICATION: Request for a Variance from Sections 280-124 and the building inspector's March 1 2017, amended March 17, 2017 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling, at: 1) located less than the code required minimum rear yard setback of 35 feet. RELIEF RE UESTED: The applicant requests a variance to enclose an existi residence will not be affected. ng covered porch while maintainin an existing rear yard setback of 9.3 feet where code requires a 35 foot rear yard setback. The footprint of the ADDITIONAL INFORMATION: The applicant's neighbor submitted a letter dated July 28, 2017 in opposition for reason that Ms. Place's dwelling is too close to her property. The applicant submitted a letter dated Jul 15 2017 explaining the need for the variance to expand the bedroom while utilizing an existing covered porch. y Page 2,August 17,2017 #7074,Place SCTM No. 1000-79-6-27 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 3, 2017 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family homes. The applicant is requesting to expand an existing bedroom, and to add a bathroom utilizing an existing covered porch in the rear of the property. The non-conforming rear yard setback has existed, and there will not be any change to the character of the neighborhood. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant is burdened by having two front yards. The applicant is enclosing an existing covered porch. The non-conforming rear yard setback has existed and any additions and alterations on that side of the house will require the benefit of an area variance. 3. Town Law &267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 74%relief from the code. However, the proposed additions and alterations will not change the existing setback or footprint of the dwelling. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a larger master bedroom and bathroom 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 Dantes, seconded by Member Acampora, and duly carried, to GRANT the variance as applied for, and shown on the Architectural drawing prepared by Robert C. Tast, A.I.A., dated April 7, 2017 labeled A-1 and the survey prepared by Michael W.Minto, L.S., dated February 2017. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities tinder the zoning code This action does not authorize or condone any current or future Page 3,August 17,2017 #7074,Place SCTM No. 1000-79-6-27 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. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one(1)year terms. Vote of the Board: Ayes:Members Dantes (Vice Chair), Planamento, Acampora and Goehringer(Chairperson Weisman Absent). This Resolution was duly adopted(4-0). Eric L.Dantes,Vice Chair Approved for filing �f / `d /2017 f Scott A. Russell SUPERVISOR "Q 53 ( -,p I SOUTHOLD TONIN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD.NEWYORK 11971t:J T� t3�' Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - -- - - - - - - - - - DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑U A_ Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. E1@ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area- 1 ❑W C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with Your Building Permit Application. S.C.T.M. #: 1000 Date- APPLICANT: (Property Owner,Design Professional.Agent.Contractor.Other) District NAMEye hn� ►�.�- Pll _ �� 6 Section Block Lot FGR BUIL DING DLPARTMENT LSI; ONLY Contact Infornutfon Tcicyf��umRv' Reviewed By: Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit- `1 Libt(I LAM— � Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required- (Forward to Engineering Department for Review.) FORM SMCP -TOS MAY 2014 o�suf FUL,�coG Town Hall Annex �� y� Telephone(631)765-1802 54375 Main Roado < Fax(631)765-9502 P. O. Box 1179 N = Southold, NY 11971-0959 d BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 2-9 Owner: Location of Property: kv'41 iU`CltiO Please,take notice that the(check applicable line): New commercial'or residential,structure Addition to existing-commercia['or residential structure`-,-' - Rehabilita6oh-!&dn eAstirig'commercial or residetitiW:.§tructure - .S ;af.Y S.i�, �,'.'.:y. ,•: ,fit,�rti`',,,std ' w - to be constrticteir!`tir performed at the subject property referencepabove will-tiliie (check appiiceble'�line): " Truss type construction (TT)' Pre-engineered'wood construction (PW) Timber constructionA(TG} in the following locations) (check applicable-line):'- Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: � v�� �P�Qcs�• Name (person submitting this form): . Capacity (check applicable line): o/ Owner Owner representative j TrussRegl5.docx Effective 1/1/2015 - fi �r ice' w• X�'--{ r ••tiy��q* T��:St 1t h "' .S'n.M—...3..•-�-w.. ) +tea ,,=t�,r � r,�'xt`•�>:...,F{.'?.cas Z" .r.� �a+RIM i'�.-t .�nC'.�I✓1� 11�v°t�t� ! wit +Tiytr�e..R;:t•` '^�1`'-�s'�-'�S'J^Y"'4'r. ;xf.�F F�'' �af"J+3`�,"!}ii' • rr �rN}`� �. a.., „ Pr• � r5 .+'r fix' 1l�n _ .�. (,;�'��•�7� "`_,- ter r ry�rr J.�._ 'r�.��. tr•�, - C • � • � � sV $. „`s",� 't. .�.:. 2; {'rri�: rfitt�!{Z-`a 1j`:. y � R"rr.,4y. rry'�v f R•S: 4 R?r:1.l.t t i<^t�-f L+"S2T'��`,. �1-.Y""'f tG. R� u S'•.•`T� R��•-!�T�J1' 1f'��� I 7.1 _ 7..t. t i r 1 i;x t 1 r f•.}a\. 5 j�: ems.' Y l ,t. + - - _ bj r AND Uoir\�01 ' # I UI —._0 5- BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD 2 Town Hall Annex- 54375 Main Road --PO Box 1179- :,' ` `-' o� • o�� Southold, New York 11971-0959- - -- <.WIVY Telephone (631) 765-1802 - FAX(631) 765-9502 roger.richert .town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �. Qc�-coo�.�� S�--r Date: a 3 Company Name: o - c ti(c n Name: I'1 ►.� s License No.: y;LS3 --G email: u—� /}CSL rc�v►� Address: P 0 al * f 7 L'-C.ac 114 19S-z- Phone No. lv - D &2&;k - C) JOB SITE INFORMATION: (All Information Required) c Name: IR A-C-2 Address: p I K ,o Go.(,-roo,D _ _ )(9 7' ( Cross Street: _- l.�r� ri v�2 . Co I dFAt G- A Phone•No. - D£sS Bldg.Perrtiit#:, Tax Map District: 1000 Section: - Block: Lot: BRIEF DESCRIPTION OF WORK(Ple se Print Clearly) -c 6�J Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information' (Ali information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service- Fire Reconnect-Flood Reconnect-Service Reconnected -Underground -Overhead #Underground Laterals- 1 2 H Frame Pole Work done on Service? Y N Additional Information: szrv,,rle �fS-,Oct A . a V PAYMENT DUE WITH APPLICATION �t2' a F E B 8Aelqu�t'ft�(InspecUon Form ids BUILDING DEW. TOWN OF SOUTE[OLD -- r 0U ' .1 s 5 { r !' !r a� �L� Y ,' syr:. t 1 ��',��iGt II �� r1�5'�'.Wr�f9 i �, 4,'` ��� ��- -_ _ , _ �e �. 1 . "VI _ . * / A J __ �l �� �� ` ��; d '� �: -: .� w - �._ Y d'd�� ., .t n °; �,, � 3 t �.: ._ . 4 �Y� r � _.. �., � ne.� �� v�`a ��i 1�, +ri � ` � ;�. . � z . .� � CIT7 77=7- k. `t �]]l if y P I DRAWN MM CHECKED MM DATE Feb. 2017 DRAWING &JOB N0. 11-112 THE EXISTENCE OF RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION AND/OR EASEMENTS OF RECORD IF TO THIS SURVEY IS A VIOLATION OF ANY, NOT SHOWN ARE NOT SECTION 7209 OF THE NEW YORK STATE /� f GUARANTEED. EDUCATION LAW. Area- I�,�TVC� s.l. COPIES OF THIS SURVEY MAP NOT BEARING i THE LAND SURVEYOR'S INKED SEAL OR Premises-known as: EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. # 750 Liberty Lane, Southold GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND - Ofi%• LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. GUARANTEES ARE NOT TRANSFERABLE. �' pove SNOW COVERED GROUND AT TIME OF SURVEY. i y a 1Q,Fa edge O • 1 ria A OHO Z pec ' e`�n9e oaea pWo\k J4V 9 A) 8•y • F�o�e steps S3. 119 �es`ae�ce r� `'• steps - �. - C� S'0 o h tones {\CRy —X, �,7y/fence 4 /1 0 of 14 E Cb Mrd� 40 r26 6 • try 100 • +� �f 4o�4'f m Bldg Dept copy from Z8A 050 �'�®�� Final reviewed doc eats � ZBA Fil # 7D7 LA4® " Certified to: J ROBERT PLACE AND JENNIFER PLACE Survey of Described Property- EMINENT ABSTRACT, INC. (EA1806-S) situate' at WESTCOR LAND TITLE INSURANCE COMPANY Bayview, near Southold Town of Southold Michael W. Minto, L.S.P. C. Suffolk County, - New York • LICENSED PROFESSIONAL LAND SURVEYOR NEW YORK STATE LICENSE NUMBER 050871 District 1000 Section 79 Block 6 Lot 27 $7 W649dv3ew Lane Scale 1 "= 20' Surveyed February 17, 2017 Centereach, N.Y. 11720 GRAPHIC SCALE PHONE/FAX: (631) 580-1202 , TAT CELLULAR: (631) 766-9714 20 0 10 20 40 80 �1 EMAIL: mikemintolspc®gmail.com ( IN FEET ) 1 inch = 20 ft. r� � � y 0 VIP LS'ec- x \� ` G 10 Y �E c 26� s,? o �'00' hry t� XIX oc Cj T'�I'CST 1-1641 �� 60.0?440'� ified to: Survey of Described Properi ROBERT PLACE AND JENNIFER PLACE EMINENT ABSTRACT, INC. (EA1806-S) situate at WESTCOR LAND TITLE INSURANCE COMPANY Bayview, year Southold Town of Southold tion Management Services +; S TRKOISKI rid Construc architecture,p.c. December 6`',2017 Town of Southold-Building Department 54375 Route 25 P.O.Box I I79 Southold,NY I I971 Re: Place Residence Dear:Amanda N, This letter is a written confirmation of our phone conversation on Tuesday December 5t, 2017 regarding the insulation specifications for the Place residence.The Drawings have specified an R- 21 insulation to be place in the proposed exterior walls. It is the intention of the project to maintain the exiting roof which is framed out of 2"x6" material, we would provide the highest R- value possible for the ceding if the existing roof rafter is to be maintained. If the roof is to be reframed, we would recommend the use to 2"xI0" roof rafters to allow to use of an R-38 insulation. With respect to the specified insulation for the new floor area we understand the drawings incorrectly stated R-22 insulation. It was an oversite and the specified floor insulation should be a minimum of R-30.If you require an additional information, do not hesitate to contact me.Thank you for your consideration in these matters. Respectfully yours, Robert Stromski AIA, LEED AP STROMSKI architecture,p.c. P.O.BOX I254 PHONE(63I)779-2832 JAMESPORT,NEWYORK II947 FAX(63I)779-2833 43'-G" 43'-G" 40 40 EXISTING BEDROOM 2 EXISTING BEDROOM 3 EXISTING BEDROOM 2 EXISTING BEDROOM 3 EXISTING LIVING ROOM EXISTING LIVING ROOM J\ji N N RELOCATE DOOR Fv EXISTING BEDROOM I AITTING o 4' 10" ' 4' 2° „� 4„ EXITING o — o —LL — — o \ , BATH — \i CL SET EXISTING DINING ROOM .I I EXISTING DINING AREA r l I EXISTING KITCHEN 15TING BATH TO z E REMOVED O /ALI�/R� --j REMOVE EXISTING ALLS_ J T �- LLJ /� //' / N w /� /,/ vv( )'2X 12 I �" TH " 5 0 VPLAE o / EXISTING KITCHEN - LLI °C O I // o / / /,/ BREAKFAST AREA I,S IN y RE o /N L / RELOCATE DOOR Lu JF N N LFACE= OF EXI5TING ROOF SAVE FACE OF EXISTING ROOF SAVE 171-011 I G'-1" 711 10'-5" 17-0" 1 G'-1" 10'-5" EXISTING DECK EXISTING DECK EXISTING FLOOR PLAN (FOR REFERENCE) PROPOSED FLOOR PLAN SCALE : 1/4" = P-0" SCALE : 1/4" = P-0" ADDITIONAL HABITABLE SPACE = 182 SF NO CHANGE IN BUILDING FOOTPRINT JBing Dept copy from ZBA — Final review ,!i rr�' 2nt5 Ft^ � ZBA F �]� Date: / / 1 NUMBER DATE REMARKS ROBERT C. TAST, A.I.A. ARCHITECT 620 OSTRANDER AVENUE RIVERHEAD, NY 11901 631-s99-8106 F 631-121-1244 EXISTING TO REMAIN PROP05ED ALTERATION FLAGr RES I DENC F- BAYVIEW, TOWN OF 5OUTHOLD SUFFOLK COUNTY, NEW YORK DIST. 1000, SEG. -I9, BLK. 6, LOT 27 EXISTING PORCH ROOF TO REMAIN REPAIR AS REQUIRED PROPOSED FLOOR PLAN EXISTING FLOOR PLAN REFERENCE EXISTING TO REMAIN i i 111 — I I—ENC-L©5€-E-X+ST+NDRAKNO PREPARM APRIL"l,201'1 LLL JOB NO.. 201'1-PLACE i DRAWING ro. NORTH ELEVATION W[-ST ELEVATION . o SCALE : 1/4" = P-0" SCALE : 1/4" = P-0" A� l I ts 0 D N1. L APP 0 ED AS DOTED DATP TION I OR r- R X.J) DIT10 E: 1 architecture, .c.-wt 41 I FEE:3� BY: i COMPLY WITH ALL I=c a NOTIFY BUILDING DEPARTMENT AT . NEW YORK STATE & T r 765 r 8t)Q 8 AM TO 4 PM FOR THE A S REQ r;D AND C O l�' 9�P2.44 JAMESPORT,NY 11947 FOLLOWING INSPECTIONS: �PN� t.�9I'�79-2832 FAX(63I)779-2833 1. FOUNDATION - TWO REQUIRED c LibertyLane Southold, l�YFOR POURED CONCRETE �CUTHOLC TCV'a ��p 750 2. ROUGH - FRAMING & PLUMBING 3. INSULATION i ti ES 4. FINAL - CONSTRUCTION MUST V SCHEDULE OF ABBREVIATIONSBE COMPLETE FOR-C.O. C . ALL CONSTRUCTION SHALL MEET THE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA REQUIREMENTS OF THE CODES OF NEW Jllexterior lighting A.D. ASH DROP YORK STATE. NOT RESPONSIBLE FOR installed,replaced or GROUND WIND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE SEISMIC SUBJECT TO DAMAGE FROMWINTER DESIGN ICE 514IELD A.F.F. ABOVE FIN15H FLOOR UNDERLAYMENT FLOOD BM. BEAM DESIGN OR CONSTRUCTION ERRORS. SNOW LOAD (MPH) EFFECTS REGION DEBRIS ZONE DESIGN WEATHERING FROST LINE DEPTH TERMITE DECAY TEMPERATURE REQUIRED HAZARDS BRG. BEARING repaired shall conform OCCUPANCY OR to Chapter 272 C.J. CEILING JOIST 11 USE IS UNLAWFUL of the Town Code 25 130 YES YES I B SEVERE �� MODERATE SLIGHT TO 15 YES N/A C.F.M. CUBIC FEET PER MINUTE TO HEAVY MODERATE CLOS CLOSET y N O CON. CO`N�RETTE 43'-6" WITHOUT CERTIFICA � C.M. CARBON MONOXIDE DETECTOR GSI'1T. CASEMENT OF OCCUPANCY C.T. CERAMIC TILE D. DRYER D.H. DOUBLE HUNG TABLE OF CONTENTS DIA. DIAMETER �`� D.J. DECK JOIST . Proposed Addition/Alteration FLOOR AREAS EXISTING PROP05ED CONVERTED NEW TOTAL LIVING DN. DOWN I ELECTI �}� For: DW. D1514WAS14ER F.A.I. FRESH AIR INTAKE S Place COVER- PROJECT INFORMATION 4 DEMOLITION PLAN FIRST FLOOR SQUARE FOOTAGE - 1,427 SQFT. 182 SOFT. 1,609 SOFT. ll"�l,�PE:�CT'10�4 �?����'��� A-I - FOUNDATION, FLOOR 4 ROOF PLAN F.D. FLOOR DRAIN A-2 - ELEVATIONS 4 SECTION FDN. FOUNDATION W-1 - DETAIL WALL SECTION AND ELEVATION F.J. FLOOR J015T W-2 - TABLES, SCHEDULES AND DIAGRAMS FP.5.C. FIREPROOF, 5ELF-CL051NG RETAIiI STORM �JATER RUPd107 Residence FTG. FOOTING � � V. GALVANIZED EXISTING BEDROOM 2 EXISTING BEDROOM 3 PURSUANT TO CHAPTER 236 GL. GLASS PRESCRIPTIVE DESIGN METHODS H.B. H05E BIBS OF THE TOWF� CODE. 130 MPH WIND ZONES H 1H�EEAADERRPPED H.M. HOLLOW METAL -�. INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - K.5. KITCHEN SINK EXISTING LIVING ROOM E"""- PLUMBER CERTIFICATION T �.�,r ��?or FAMILY DWELLINGS (2015 EDITION) LAV. LAVATORY i L.C. LINEN CLOSET ON LEAD CONTENT BEFORE ALL TABLES, FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON SHEETS MECH. MECHANICAL CERTIFICATE OF OCCUPANC tes ig r u>red. W-1 AND W-2 MIN. MINIMUM MAX. MAXIMUM I. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLOCKING AT 4'-0' MLDG. MOULDING SOLDER USED 1N WATER DESIGN LOADS INTERVALS (MATCHED WITH SUBFLOOR EDGES) MUST BE PROVIDED WITHIN THE LAST TWO M.O. MASONRY OPENING j SUPPLY SYSTEM CANNOT USE LIVE LOAD [LB/50FT.] DEAD LOAD [LB/SQFT3 BAYS OF FLOOR AND ROOF DECK SHEET W-1 DRAWING 3. N.I.C. NOT IN CONTACT O.C. ON CENTER EXCEED 2/10 OF I io LEAD. 750 Liberty Lane EXTERIOR BALCONIES 60 10 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. O.N. OVERHEAD = Southold., NY PROVIDE I-I/4 X 20 GAUGE METAL STRAP FASTENED AS PER SHEET W-I TABLE 3.4 AND P.C. POURED CONCRETE DECKS 40 10 DRAWINGS ON SHEET W-2. R. R ISE � PL UMBINIC; S.C.T.M.#I000-79-6-27 PASSENGER VEHICLE GARAGES 50 10RADREINFORCED REF. REFRIGERATOR ALL P!. REVISIONS 3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE n- •- "v r, : ,t - ATTICS WITHOUT STORAGE 10 10 NAILING SCHEDULES OF SHEET W-I TABLE 3.4A, 3.9A. REINF. ] �-� _ v' } ATTICS WITH STORAGE 20 10 R.R. ROOFRESILiRAFTERENT 00RING s CII TES71,.G �?Ll:l rf;COYi_r� 4. HOLDDOWN ANCHORS TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN 40 10 SHEET A-2 AND :HEFT W-I DRAWING 2. ANCHOR BOLTS ARE EMBEDDED IN THE S.D. SMOKE DETECTOR / 'J ROOMS OTHER THAN SLEEPING ROOMS >% I SLEEPING ROOMS 30 10 FOUNDATION AND BROUGHT UP THROUGH THE SILL PLATE. SH. 4 PL. SHELF 4 POLE SNWR SHOWER ; 1 SHEATHING FASTENING SCHEDULES ARE PROVIDED ON SHEET 5QFT. SQUARE FEET EXI TING 0 STAIRS 5. ROOF, WALL AIS FLOOR EAT G F NG S 0 40 10 W-i TABLE B.I. T4G TONGUE 4 GROVE T.C. TERRA COTA EXISTING BEDROOM I ATH o GUARDRAILS AND HANDRAILS 200 10 6T.O. TRIM OPENING """""-- . ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURER'S TEMP. TEMPERED GLASS 50 10 GUARDRAILS IN-FILL COMPONENTS SPECIFICATIONS. """-" TYP. TYPICAL ; i FIRE ESCAPES 40 10 7. RIDGE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE V.I.F. VERIFY IN FIELDI if 0 1 a � ' UPPER I/3 OF Tl;:� ROOF FRAMING. STRAPS TO BE FASTENED AS PER TABLE 3.6 ON SHEET W. WASHER `; 1 1 EXE TING DINING ROOM 0--- W-2. W.C. WATER CLOSET I I � WD. WOOD ` 0 F au W.F. WATER FOUNTAIN I ; --------- 8. ALL STRAP• 1,,. CAN BE INSTALLED OVER SHEATING ONLY IF THE FASTENERS IDENTIFIED I z' IN THE NAILING 5CHEDULES ON SHEET W-2 ARE INCREASED IN SIZE AND LENGTH BY THE W.N. WATER NEATER �. I WIDTH OF THE SHW.I. WALK-INEATING SUBSTRATE BEING USED. W.W.F. WELDED WIRE FABRIC ;'EXISTING BATH TO �0 EXISTING WINDOWS TO >FE REMOVED O 0 ,. BE RELOCATED ,�� t 1 I - �T- ------------- 0- --------------- ILLJ � EXISTING KITCHEN 0 0 GENERAL NOTES: Q I VERIFY CONDITION OF EXISTING WINDOW FOR O 1 FXISTINC' r r� i I REUSE 0 1 ' OVIRC_D ORCH 0 I. ALL CONSTRUCTION SHALL CONFORM TO ALL NEW YORK STATE, COUNTY 14. PROVIDE CONTINUOUS FIRESTOP AT ALL CONCEALED SPACES IN WALLS 25. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR *} I I O AND LOCAL BUILDING, ZONING AND ENERGY LADES, AND ALL SUCH CODES AND BETWEEN FLOOR SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS UNDER THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF THE �N U I 1 SHALL SUPERSEDE THESE DRAWINGS. OF CONCEALED SPACES TO 10'-0' VERTICALLY 4 10'-0' HORIZONTALLY AS UNDERSIGNED'S KNOWLEDGE, INFORMATION AND BELIEF MEET THE 1 DESCRIBED IN NYS RESIDENTIAL CODE SECTIONS R602.8 AND R502.12. REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CODE. O L I / I EXISTING DOOR TO BE 2. ALL PLUMBING AND ELECTRICAL WORK SHALL CONFORM TO ALL STATE 1 EXISTING DECKING REMOVED AND LOCAL CODES AND SHALL BE INSPECTED AND APPROVED AS REQUIRED. 15. ALL ITEMS NOT SPECIFICALLY LISTED AS BEING RETAINED FOR RE-USE 26. ALL FLITCH BEAMS TO BE THRU BOLTED WITH TWO ROWS OF 3/4' DIA. z AND DECK FRAMING ` ' O I ARE TO BE REMOVED FROM THE PREMISES. BOLTS @ 24' O.C. (HORIZ.) STAGGERED TOP AND BOTTOM, CENTERLINE OF (n TO BE REMOVED 3. THE ARCHITECT'S APPROVAL APPLIES ONLY TO T1415 PLAN'S STRUCTURAL BOLTS 2' IN FROM TOP AND BOTTOM OF BEAM. w O CONFORMANCE WITH THE NEW YORK STATE BUILDING CONSTRUCTION CODE. Ib. ALL ITEMS LISTED AS BEING RETAINED FOR RE-USE ARE TO BE THE CONTRACTOR 15 TO VERIFY ALL CONDITIONS AND DIMENSIONS BEFORE REMOVED IN SUCH A WAY AS NOT TO DAMAGE OR OTHERWISE RENDER THE 27• 1TRUSJOI5T' 'SILENT FLOOR' SYSTEM TO BE INSTALLED IN STRICT CONFORMANCE TO MANUFACTUREREXISTING AND ROOFF FRFR AMING POST ` EXISTING WINDOWS TO .` STARTING CONSTRUCTION AND SHALL BE RE5PON51BLE FOR SAME. ITEM UNUSABLE. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE iS SPECIFICATIONS. ALL JOIST HANGERS ' OWNER AND PROTECTED FROM DAMAGE BY WEATHERSHALL BE COMPATABLE TO JOISTS. CONTRACTOR TO OBTAIN JOIST LAYOUT AND/O2 CON5TRUCTION. -___• •___ _•___ W BE REMOVED AND �_`To REMAIN _• _•�•�•�_�_�•_• SEAL f - �• � REPLACED WITH DOOR 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, I TON psf CAPACITY FROM 'TRUSJOIST' PRIOR TO START OF CONSTRUCTION. _ Q L_r;-M ::T m T- - mr-:: ; w Wµ-wW _.. _,_m._..____._.e_...__•....___ _.._-.-........_ MINIMUM. 17. THE CONTRACTOR SHALL REVIEW THE ENTIRE PROJECT AND SHALL BRING ANY D15CREPANCIES TO THE ATTENTION OF THE OWNER AND 28. IF ANOTHER ENGINEERED JOIST MANUFACTURER 15 USED. THE COMPANY _ __ . ��FZ b ARC 5. ALL CONCRETE SHALL BE 3000 psi AT 28 DAYS MINIMUM. EXPOSED SLABS ARCHITECT PRIOR To STARTING CONSTRUCTION, THE CONTRACTOR SHALL MUST INSURE THAT THEIR PRODUCT MEETS OR EXCEEDS THE DESIGN - __�Y,____._"-"-µ T` ' „m �"-Mw AND GARAGE SLABS SHALL BE 3500 psi AT 28 DAYS MINIMUM ASSUME RESPONSIBILITY FOR FIELD CHANGES WHICH VARY FROM THE CRITERIA'S USED BY 'TRUSJOIST'. CONTRACTOR TO OBTAIN J015T LAYOUT �5 CONSTRUCTION DRAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT FROM THE MANUFACTURER PRIOR TO START OF CONSTRUCTION. IF EXISTING ROOF IS TO REMAIN: 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LAIRCH, NO. 2 OR BETTER. HAS NOT BEEN OBTAINED. PROVIDE TEMPORARY(2)2'77 ;s r•1* ;3 `� E=1,600,000 psi AND fb= EQUIVALENT TO MEMBER SIZE. ALL GLU LAM BEAMS 29. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND GIRDER TO A G"xG"POST TO FACE OF EXISTING ROOF SAVE TO NAVE AN E=1,800,000 psi AND AN fb=2,400 psi. ALI- LAMINATED VENEER 15. CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. SUPPORT EXISTING ROOF WHILE LUMBER HEADERS AND BEAMS TO HAVE AN E=1,900,000 psi AND AN fb=2,600 THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE [)URING FOUNDATION WORK AND I 2 16'-I" 101-511 psi. ALL PARTICLE STRAND BEAMS TO HAVE AN E=2,000,000 psi AND AN CONSTRUCTION. 30. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE FRAMING IS DONE. fb=2,900 psi. DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF THE MUNICIPALITY SEE GENERAL NOTES FOR 19. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE TO PROTECT IN WHICH THE PROJECT 15 LOCATED. ADDITIONAL INFORMATION, EXISTING DECK TO BE REMOVED O �I 7. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS THE AREA OF EXCAVATION AND CONSTRUCTION. NE RUNNING PARALLEL TO THE DIRECTION OF THE JOISTS„ OR AS INDICATED ON 31. IF DURING THE COURSE OF CONSTRUCTION A SITUATION 15 ENCOUNTERED PLANS. 20. THE CONTRACTOR SHALL PROVIDE ADEQUATE COVERINGS TO PREVENT WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE EXISTING FLOOR PLAN (DEMOLITION PLAN) WEATHER ENTRY INTO EXISTING AREAS OF THE CONSTRUCTION PROJECT AND CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE B. ALL HEADERS OVER DOORS AND WINDOWS SHALL 13E 2-2'X10' @ 4' WALLS CLOSE-OFF NON-CON5TRUCTION AREAS FROM DUST WITH PLASTIC TARPS. IN CONSTRUCTION DETERMINATION. COVER SCALE : I/4" = I'-O" HE PLANS. Copyright 2011.STROMSKI architecture,p.c.All rights AND 3-2'XIO' @ 6' WALLS OR AS DESIGNATED ON T 21. PRIOR TO START OF CONSTRUCTION, THE OWNER AND CONTRACTOR 32. CONTRACTOR OR OWNER IF ACTING AS CONTRACTOR SHALL CALL desreserved.The Architect reserves the sight to reproduce this 9. PROVIDE 36' HIGH RAILINGS WHENEVER DECKS OR STOOPS EXCEED 30' SHALL DECIDE ON AN ACCESS POINT TO THE 51TE AND WHERE ON THE SITE FOR A MARK OUT OF ALL UTILITIES PRIOR TO ANY EXCAVATION. ABOVE GRADE. RAILING SHALL BE BUILT SO AS NOT TO ALLOW THE PASSAGE TO STORE MATERIALS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TOtate in ca entirety or any portion thereof.Unauthorized /EXISTING DECKING alteration of these documents is a violation of the New York THE (UTILITY CALL CENTER - CALL BEFORE YOU DIG) NUMBER I5 AND DECK FRAMING State Education Law.These drawings and specifications are OF A 4' SPHERE THROUGH ANY OPENING. THE SITE DUE TO CONSTRUCTION. I-800-272-4480• ADVANCE NOTICE OF 2 TO 10 DAYS MAY BE NECESSARY. TO BE REMOVED T instruments drawings s service and are the property and specifications are not to be e used on any the Architect 10. PROVIDE DIRECT WIRED SMOKE DETECTORS IN AND ADJACENT TO ALL 22. THE PLUMBING CONTRACTOR 15 TO LOCATE AND DISCONNECT ALL 33. other project,except by written permission of the Architect. SLEEPING AREAS. PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL SUPPLY AND WASTE LINES AFFECTED BY CONSTRUCTION IN SUCH A WAY AS REGULATIONS. TO MAINTAIN SERVICE THROUGHOUT THE REST OF THE HOUSE. � � � 23. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL � �-+, �"-! PROJECT NO. I7-TAR006 II. PROVIDE 5/8 TYPE X GYPSUM BOARD AT CEILING ABOVE HEAT UNIT AND r WIRING AND FIXTURES AS REQUIRED. � ��� �; r I--^ID SCALE I/4"=I'-0" DATE 11/7/2017 ' AND/OR RELOCATION OF ELECTRICAL R NG AT GARAGE AS REQUIRED. D J 12. WRITTEN DIMENSIONS TAKE PRECEDENT OVER 5CALIE. 24. IF DURING THE DEMOLITION PHASE OR COURSE OF CONSTRUCTION A DRAWN 13Y BT/TLD CHECKED BY RS SITUATION 15 ENCOUNTERED WHICH COULD NOT BE DETERMINED PRIOR TO croR SHALL NOTIFY THE ARCHITECT � P�0'd 2 0 ^,�7 TITLE 13. ALL 'USP' HANGERS TO BE ATTACHED WITH MANUFACTURER SPECIFIED CONSTRUCTION START THEN THE CONTRA FASTENERS. PROVIDE APPROPRIATE COATED HANGERS WHEN USED IN FOR AN INSPECTION AND CHANGE IN CONSTRUCTION DETERMINATION. CONNECTION WITH TREATED MATERIAL. -,' T . Aj TOVill;Or, SOi11101D Project Information & Demo Plan SHEET COVER L - _-_-_-_- . EXISTING FULL HEIGHT I 71 S -__ O /,x-1 BASEMENT I I I I I I architecture, p.c. DRILL t GROUT#5 REBAR @ ; 12"VERTICALLY ON CENTER I r r I I I I I I ( P.O.BOX I254 JAMESPORT,NY 11947 I I I PHONE(63I)779-2832 FAX(63I)779-2833 I I I I it 11 II SAW CUT 3'-4"x7'o" i I O OPENING INTO EXISTING FOUNDATION II Q II II II 4. I FOUNDATION NOTE: I I I I I I CkZ = I I 11 +1 LL-+ �N PROPOSED FULL FOUNDATION WALL HEIGHT TO BE SET I I I I l9 W ACCORDINGLY FOR NEW SUB FLOOR N �N p N p HEIGHT BASEMENT TO BE FLUSH WITH EXISTING SUB — —— —— -J p I ••: I p FLOOR. I I U I-- ;1. I I - -- -- --� L-- - -J� � z IBI16-4 I - - -- -- - --- -- o - --- - -- II 0 DRILL GROUT#5 REBAR @ I I m 11 I i 12"VERTICALLY ON CENTER i I BELOW — FLUSH HEADER -- -- ------ -- -- -- - --- = -------------- ----- - ---- - - - - - -- -- - - --) - .'.. :. :;.:s ;.:..:;. .v: I - �� - J - -- - - -- - -- -- -� - ---- --- -- --- 1 1 1 1 j Proposed Addition/Alteration 1 7-o I I I I I I For: i � II II X I I I Place PROPOSED BEDROOM 1 FOUNDATION PLAN NEW POURED 1 Z CONCRETE DECK PIERS I I -I SCALE : 1/4" = 1'-O" FOR PROPOSED STAIR �• .' J 1 I ( 1 I I Residence II II II PPOP I I II II I FRENCH DOORS B 43-6 LL-- - -- -- --- - --— LL----- a le- S'IROj architecture, p.c. P.O.BOX 1254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 1 11 111 if 111111 111111 IIITI1 IIITII 111111 11111 1111 111111 UH II-fl[Ill fill 11 ]Ili 11 fill 11 fill if fill I! ! 11 11IT11 IIITII IIITII IIITII 111111 111111 1111 1111 11 1111 11 ITTT-H-111 IITII 111111 IIITIJ IIITII 11111! !if if 1111 111111 111111 111111 if I 111 111111 111111 111111 111111 1111 1"ri 1111 11 IIITII 111111 111111 111]11 111111 1111 11 11 1 i EXISTING TO REMAIN EXISTING PROPOSED I I 1 11 11 IT 11 111111 111111 t 1111 11 1111 11 1111 11 11 11 11 11 11 11 1111 11 111111 11111111 11111 1111 If 111111 1111 11 111111 If 11 11 11 IT 11 11 IT 11 111111 111111 U Li II-RUIL-LLMI 1111 11 1111 11 1111 11 1111 11 11 If IT If If IT]I ITII IIITII IIITII IIITII HII 11 fill If 111]11 UH 11 UH 11 11111 11 11 11 111111 1111 11 1111 11 1111 11 111111 11 11 11 11 11 11 11 11 11111111 11 . . .1 Hill HII 11111 111111 fill 11 111]11 fill 11 fill 11 1111 if fill 11 fill 11 fill 11 fill 11 HII[I 111]11 111[11 fill 11 fill 11 liu.11 111111 fill 11 fill III III if Jill if fill 11 fill 11 fill 11 fill 11 fill 11 fill 11 111111 111111 fill 11 fill 11111 1111 11 if HIT 11 IIITII IIITII 111111 111111 IIIJ 11 111111 fill 11 IIIJ 11 1111 11 1111 11 1111 11 fill 11 111]11 fill 11 1 111111 If I I I I Jill 11 fill 11 111]11 fill 11 HII 11 111]If 111111 111[11 11111 111111 111111 11 lill 11 IIITII 111111 fill 11 1111111 1111111 111111 fill 11 fill 11 1111111 fill If 11 IIITI1 111111 lilt 11 111111 111]11 I'll 11 IT IT 11 U 1111 111111 IIITII 111111 IT[]11 Illi Ii 111111 IJU 11 111111 111111 IIH 11 11 111111 fill 11 fill 1 111111 fill 11 fill 11 fill 11 111111 111] Will 111111 11111111 IITII 111111 ]]fill 11 111 111111 111111 111111 []fill IIIIII [fill I III 111111 111111 IIITII 111111 111111 IIITII 111111 111111 111111 111111 111111 tft�*, IT 11 11 IT 11 11 IT 11 11 IT 11 111111 111111 111111 1111 11111111 111111 1 1040- 111111111111111111111111111111111111 HU i 11 11 IT 11 111111 IT 11 11 1111 if 11 IT If 1111 11 1111 11 111111 IT H_11� I IJUII U_JTII IIITII 111111 HH11 LIHII HUII HUI[ HUIl UILII I I I I I I I I I I I I 1 11 1111 11 1111 11 1111 11 1111 11 1111 11 1111 11 1111 11 1111 10� 1111 11 fill 11 111]11 1111 if 1111 11 111111 111111 fill 11 111 1111 INM fill 111111 111111 111111 111111 IIW I IT 11 11 11 EXISTING TO REMAI EXISTING TO REMAIN Proposed Addition�Alteration For: (2)A4 I AWNING PROPOSED 6068 WINDOWS DOUBLE HINGED � Place FRENCH DOOR f Residence IIIIIIM t € EXISTING WINDOWS TO BE RELOCATED AS 5HOWN I I I I I WEST ELEVATION 2 NORTf1 ELEVATION PROPOSED FULL I _ - I I HEIGHT BASEMENT — SCALE : 114" = P-0" — SCALE : 114" I 0„ I I I I I I j PROPOSED FULL I I I I HEIGHT BASEMENT I 750 Liberty Lane Southold, NY I I I I ' ' ' ' S.C.T.M.#I000-79-6-27 �L--------------------------------------------11 L----------------------------------------------J REVISIONS 0 O , 0 . O 0 _ O O 0 \ 0 d' l d r�- o- 0 ��- o MATERIAL NOTES BLDG. ELEVATION NOTES: O ��EXISTING ROO O VC3 ERIFY CONDITION, EXISTING PROPOSED AFTERTO REM WALL CONSTRUCTION ROOF NOTES: 0 YEAR ARCHITECTURAL ROOF SHINGLES. ` 0 VA5 AS REQUIREDFLASH _\�— BREAKS.ALLROOF SIDING TO MATCH R BARRIER EXISTING ICE/WATERIER ALL VALLEYS AND 'BLUESKIN' OR EQUAL AIR INFILTRATION BARRIER AT ALL ROOF EDGES 0 I/2' EXTERIOR GRADE PLYWOOD SHEATHING11 111111 111111 fill 111111 111111 111111 111111 Inill 111111 111111 illill IIIIII UU11 0 DUE TO SHALLOW SLOPE OF 2' X 4' WOOD STUDS @ 16' ON CENTER WITH 2' X 4' SHOE AND DOUBLE 2” RIDGE VENT - CONTINUOUS WHERE III IIITII lill 11 111111 All 11 111111 IIITII IIITI1 IIITII IIITII III ROOF, EPDM ROOF X 4' TOP PLATE APPLICABLE RECOMMENDED OR ICE AND 2' X 6' WOOD STUDS @ 16' ON CENTER WITH 2' X 0 SHOE AND DOUBLE 2' EXISTING ROOFWATER SHIELD WEATHER X 6' TOP PLATE (AS SHOWN ON PLAN) SEAL RAFTERS PROOFING OVER ROOF 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE GABLE FASCIA NOTES: 11.11 Li ILH SHEATHING PRIOR TO SHINGLE RESISTANT WALL BOARD AT BATHROOMS) INSTALL 5/8' TYPE 'X' GYPSUM BOARD AT GARAGE WALLS AND CEILING TO MATCH EXISTING ED AR 'ANDERSEN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND GRILLE GAS PATTERNS)LAMS FOR MODEL NUMBERS, SEE ELEVATIONS FOR FASCIA AND SOFFIT NOTES: ��``' �Rl �o PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION TO MATCH EXISTING ' CONNECTORS AS PER SHEET W-2. '„ � = SIDING NOTES: NEW 2"x6"'FRAMED WALL TO MATCH EXISTING FLOOR CONSTRUCTION ADJUST FLOOR JOISTS TO MAKE SUB FLOORS FLOOR FINISHES AS PER PLAN RAILING NOTE: FLUSH WITH ONE 3/4' TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED ANOTHER ?' X ?' FLOOR JOISTS AT ?' ON CENTER SECOND FLOOR - 36' NIGH GUARDRAIL TOP AND BOTTOM RAIL WITH 5/4' BALUSTERS SPACED Copyright 20I I.STROMSKarchitecture, All rights reserved The Architect reservess the right to reproduce oduce this 5' ON CENTER. RAILING TO BE design in its entirety or any portion thereof.Unauthorized '+ CONSTRUCTED 50 THAT A 4' SPHERE alteration of these documents is a violation of the New York FOUNDATION CONSTRUCTION MAY NOT PASS THROUGH ANY State Education Law.These drawings and specifications are EXISTING BASEMENT OPENING an instrument of service and are the property of the Architect These drawings ands specifications are not to be used on an (2) 2' X 6' ACQ SILL PLATE WIN SILL SEAL other project,except by written permission of the Architect 'COP-R-TEX' TERMITE SHIELD - 34' HIGH HANDRAIL TOP AND BOTTOM �r 5/8' ANCHOR BOLTS @ 36' ON CENTER MAX, AT EACH SIDE OF EVERY RAIL WITH 5/4" BALUSTERS SPACED 0 OPENING, WITHIN 6' TO 12' OF THE END OF EACH PLATE, AND WITHIN 12' 5' ON CENTER. RAILING TO BE PROJECT NO. I7-TAR006 OF EACH CORNER. CONSTRUCTED 50 THAT A 4' SPHERE SCALE 1/4"=I'-0" DATE II/7/20I7 PROVIDE HOLDDOWN AS PER SHEETS W-1 AND W-2 MAY NOT PASS THROUGH ANY 8' POURED CONCRETE FOUNDATION WALLS OPENING. DRAWN BY BT/TLD CHECKED BY RS 8' X 16' POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) 3-1/2' DIAMETER (STANDARD WEIGHT) STEEL COLUMN WITH 1/4' TOP AND TITLE BASE PLATES 4' POURED CONCRETE FLOOR SLAB 'ANDERSEN' BASEMENT WINDOW V. DAMPROOF FOUNDATION BELOW GRADE PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER 514EET W-2 Proposed INSULATION NOTES _ 14 INSULATION WITH WIRE TIES AT CELLAR CEILING Sa— Elevations & - R INSULATION AT FLAT CEILINGS 3 SECTION - R-21 INSULATION AT SIX INCH EXTERIOR WALLS Section - R-38 INSULATION AT SLOPED CEILINGS - R-15 INSULATION AT EXISTING FOUR INCH EXTERIOR WALLS SCALE : 114" = 1'-0" SHEET A-2 'USP' S MODEL# LSTA REQUIRED WHEN NO y USP STRUCTURAL TRAP ( COLLAR TIES ARE USED WITHIN THE UPPER THIRD OF THE ATTIC SPACE @ 16' ON CENTER) SEE MATERIAL NOTES FOR SIZES. TOP OF RIDGEw , _. - - - - - - - - - - RAFTER TO RAFTER CONNEGTID " architecture, p.c. P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 RAFTER. SEE PLAN FOR SIZES AND SPACING u� RIDGE. SEE PLAN FOR 51ZES ,,, RAFTER. SEE PLAN FOR HEADER. SEE PLAN FOR a SIZES AND SPACING SIZES N U CEILING JOIST. SEE PLAN a FOR SIZES AND SPACING 'USP' STRUCTURAL CONNECTOR FOR RAFETR AND STUDS THAT ARE OFFSET. MODEL# RT7/REF# -- ---- H2.5/H5 (585 LBS UPLIFT) I OF PLATES AkTOP OF PLATE RAFTER TO PLATE CONNECTIO RAFTER TO PLATE CONNECTION EILING JOIST. SEE PLANS FOR SIZES AND SPACING Proposed Addition/Alteration 'USP' STRUCTURAL CONNECTOR ± For: SEE MATERIAL NOTES FOR DOUBLE TOP PLATE. SEE MATERIAL MODEL NUMBERS (EACH STUD) NOTES FOR SIZES 'USP' STRUCTURAL STRAP Place HEADER. SEE PLAN FOR 'USP' STRUCTURAL (20 GAUGE MIN) LSTA MAY SIZES CONNECTOR FOR RAFETR BE USED TO WRAP OVER AND STUDS THAT ARE THE TOP PLATE AT WINDOW Residence IN-LINE. MODEL#'S RTIO (REF AND DOOR OPENINGS (REFER 142) (585 LBS UPLIFT) OR TO TABLE 3.313 ON SHEET RT20 (REF 147) (1105 LBS 4'-0' OR LESS ROUGH OPENING W-1 FOR NAILING SCHEDULE) SHEATHING SEE MATERIALS UPLIFT) CAB BE USED. SEE NOTES FOR SIZES 4 TYPE MATERIAL NOTES FOR MODEL SEE NAILING SCHEDULE ON NUMBERS TO BE USED. W-2 FOR FASTENING (EACH STUD) EXTERIOR WALL STUD. SEE OR OPENINGS LESS THAN MATERIAL NOTES FOR SIZES 4'-0' USE SINGLE JACK AND AND SPACING FULL HEIGHT STUD AT EACH 'USP' STRUCTURAL STRAP END. 750 Liberty Lane MODEL# LTW12 (REF #LTS 12) Southold, NY (735 LBS UPLIFT) MAY ALSO 'USP' STRUCTURAL STRAP S.C.T.M.#1000-79-6-27 BE USED AS A STUD TO RIM MODEL# LFTA6 (REF# 146) JOIST CONNECTOR (UPLIFT 990 LBS) MAY ALSO BE USED AS A STUD TO REVISIONS SINGLE SHOE. SEE MATERIAL NOTES 'AD55' USP CONNECTOR WITH (2) 3/4" FLOOR CONNECTOR. CARRIDGE BOLTS FASTEN TO DOUBLE STUD. O FOR SIZES A 5/8" DIAMETER THREADED ROD CONNECTS 'USP' STRUCTURAL STRAP O UPPER AND LOWER CONNECTORS. PROVIDE FOR STUDS THAT ARE FLOOR JOIST. SEE PLANS FOR SIZES BOX BEAM DOUBLE STUDS AND STRAPPING FROM ROOF OFFSET MODEL# LSTA 12 O TO FOUNDATION AS SHOWN. (620 LBS UPLIFT) 0 TOP OF SUBFLOOR Aft TOP OF SUB FLOOR - - - - STUD TO STUD CONNECTION STUD TO STUD GONNECTIC"J - 11 BOX BEAM OR RIM JOIST. O i( SEE PLAN FOR DETAILS II O'USP' STRUC"liRAL STRAP 'USP' STRUCTURAL STRAP MODEL# LST",30 FOR B' TO O MODEL# LSTA30 FOR B' TO 10' JOIST USE LSTA-16 FOR 10' J015T USE LSTA36 FOR 12' JOIST. (REFER TO TABLE O FLOOR DIAPHRAGM BRACING WIT14IN12" JOIST. (EACH STUD) 3.313 ON SWEET W-1 FOR LAST TWO BAYS OF FRAMING AT 4'-0" (REFER TO TABLE 3.313 ON NAILING SCHEDULE) O INTERVALS SHEET W-1 FOR NAILING O SCHEDULE) DOUBLE TOP PLATE. SEE MATERIAL HEADER. SEE PLAN FOR O NOTES FOR SIZES SIZES �O ADDITIONASL 'USP' STRUCTURAL ' O STRAP MODEL# L5TA 12 FOR : O OPENINGS GREATER THAN 4'-0' FOR OPENINGS LARGER THAN 4'-0' USE DOUBLE JACK AND O FULL HEIGHT STUD AT EACH EXTERIOR WALL STUD. SEE MATERIAL GREATER THAN 4'-0' ROUGH OPENING END, O NOTES FOR SIZES AND SPACING O ADDITIONAL 'USP' STRUCTURAL STRAP 'USP' STRUCTURAL STRAP MODEL# LSTAIS FOR 8" TO 10" JOIST SEAL USE LSTA24 FOR 12 JOIST FOR MODEL# LTW12 (REF #LTS 12) OPENINGS GREATER THAN 4-0' (735 LBS UPLIFT) MAY ALSO BE R AR USED AS A STUD TO RIM JOIST CONNECTOR (EACH STUD) �✓��5 0�� ST X04 ar 'ADS5' USP CONNECTOR WITH (2) 3/4' r CARRIDGE BOLTS FASTEN TO ANCHOR BOLT WITH 5/B' DIAMETER THREADED ROD AND SINGLE SHOE. SEE MATERIAL NOTES THREADED COUPLING. SEE FOUNDATION PLAN FOR SIZES FOR LOCATIONS. PROVIDE DOUBLE STUDS AND STRAPPING FROM ROOF TO FOUNDATION AS SHOWN. FLOOR JOIST. SEE PLANS FOR SIZES BOX BEAM/RIM Copyright 2011.STROMSKI architecture,p.c.All rights JOIST /gyp O� TOP OF SUS FLOOR reserved The Architect reserves the right to reproduce this TO 50FLMQ — — — design in is entirety or any portion thereof.Unauthorized STUD TO SILL CONNECTION STUD TO SILL CONNECTION I alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any NPAHD22 (4760 MODEL# HP.AHD22 (4760 other project,,except by written permission of the Architect. LBS UPLIFT) LBS UPLIFT) MAY ALSO 131:7 PROJECT NO. I7-TAR006 USED AS A CORNER HOLD DOWN SEE FOUNDATION II II II I I --- IL__-- ______________ --- SCALE As Noted DATE I0/20/20I7 FLOOR DIAPHRAGM BRACING WI I I GRADE PLAN FOR LOCATION I I - -I(----- ---------�( ---- --�I --- _�I LAST TWO BAYS OF FRAMING AT 4I-0� DRAWN BY WP CHECKED BY RS INTERVALS G d 'USP' STRUCTURAL STRAP " GRADE I MODEL# LSTAIS B70 LBS UPLIFT) INIMUM COVER TITLE DOUBLE TREATED SILL PLATE OVER 5/B ANCHOR BOLT WITH 3 SQUARE TERMITE SHIELD AND SILL SEAL. SEE BEARING PLATE WASHERS EVERY 36" I FOR 8' TO 10' JOIST USE LSTA24 FOR REBAR MATERIAL NOTES FOR SIZES (980 LBS UPLIFT) FOR 12" JOIST. a #4 CONTINUOUS REBAR SET (EACH STUD) (REFER TO TABLE 4' BELOW TOP OF WALL. #4 CONTINUOUS REBAR SET3.36 ON SHEET W-1 FOR NAILING POURED CONCRETE FOUNDATION OR 4' BELOW TOP OF WALL. I SCHEDULE) Detail Wall a FOUNDATION PLAN FOR SIZES. 'USP' STRUCTURAL Section & MASONRY BLOCK FOUNDATION. SEE a4 CONNECTOR MODEL# MP4F/REF# LTP4 (690 LBS UPLIFT) EVERY 36" Elevation a 5/8' ANCHOR BOLT WITH 3' SQUARE BEARING PLATE WASHERS EVERY 36" ° SHEET a TYPICAL WALL SECTION Scale: 3/4' = 1'-0' 2 TYPICAL WALL ELEVATION Scale: 3/4" = 1'-0" FRAMING AND CONNECTOR DETAIL FRAMING AND CONNECTOR DETAIL TABLE R301 .2.1 .2 TABLE 3,4 TABLE 3.6 T µ TABLE 3.1 NAILING SCHEDULE FASTEST MILE700-YR. WIND SPEED WOOD BORNE DEBRIS PROTECTION FASTENING UPLIFT STRAP CONNECTION WINDSPEED (130 MPH) RIDGE CONNECTION REQUIREMENTS 3-SECOND GUST (MPH) IR S d JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING SCHEDULE FOR WOOD STRUCTURAL PANELS A'B'`'° REQUIREMENTS EXPEXPOSURE FOR WIND (DL ASSUMPTIONS: 10 PSE) ►30 I Octarchitecture, p.c. COMMON NAILS BOX NAILS FASTNER SPACING NUMBER OF BD Cd1MON FRAMING SPACING (IN.) ROOF SPAN (F?.) NAILS IN Eaa DO of ROOF PITCH ROOF SPAN (FT) CONNREQUIREDfes) RIDGE V4'x 20 GAGE STRAPS P.O.BOX I254 JAMESPORT,NY 11947 ROOF FRAMING PANEL SPAN LESS THAN 4 FOOL' LESS PANEL 6 FOOT LESS PANEL PHONE(631)779-2832 FAX(631)779-2833 FASTENER TYPE SPAN LESS THAN OR SPAN LE55 THAN OR 12 136 RAFTER TO TOP PLATE (TOE NAILED) SEE TABLE 3.4A SEE TABLE 3AA PER RAFTER OR EQUAL TO 4 FOOT EQUAL TO 6 FOOT EQUAL TO 8 FOOT 12 1 2 3:12 16 182 CEILING JOIST TO TOP PLATE (TOE-NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER JOIST 120 2 2 24 272 6 I 2 20 227 CEILING J015T TO PARALLEL RAFTER (FACE-NAILED) SEE TABLE 3AA SEE TABLE 3AA EACH LAP #8 WOOD SCREWS , 1 12 24 2 3 28 318 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) SEE TABLE 3.01A SEE TABLE 3AA EACH LAP W/ 2" EMBEDMENT I6 10 8 28 2 3 32 363 1x10 WOOD SCREWS 32 2 3 36 409 COLLAR TIE TO RAFTER (FACE-NAILED) SEE TABLE 3.6 SEE TABLE 3.6 PER TIE " 16' 121 q' 36 2 3 12 113 BLOCKING TO RAFTER (TOE-NAILED) 2-8D 2-10D EACH END W/ 2 EMBEDMENT 4:12 16 150 RIM BOARD TO RAFTER (END-NAILED) 2-16D 3-16D EACH END )4" LAG SCREW ANCHOR " 1 20 188 W/ 2' EMBEDMENT I6 Ib Ib 24 226 WALL FRAMING FOR 51: 1 inch= 25.4mm, 1 foot=304.8mm, I pound=4.448 N 12 2 2 28 263 1 mile per hour=0.447 m/s Ib 2 3 32 301 TOP PLATE TO TOP PLATE (FACE NAILED) 2-16D 2-16D PER FOOT A. THE TABLE IS BASED ON 180 mph ULTIMATE WIND SPEEDS, 140 mph, AND A 33 foot MEAN ROOF 20 2 3 36 338 TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-16D 5-16D JOINTS-EACH SIDE HEIGHT 16 24 2 3 12 88 STUD TO STUD (FACE NAILED) 2-16D 2-16D 24' O.C. 28 2 4 5:12 16 IIS FACE NAILED B. FASTNER5 SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 32 2 4 20 147 HEADER TO HEADER ( ) 16D I6D 16' O.C. ALONG EDGES FASTNERS SHALL BE LOCATED NOT LESS THEN 1" FROM EDGE OF THE PANEL. 36 3 4 24 177 TOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD 28 206 BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST OR BLOCKING (FACE-NAILED) 2-16D" 2-16D2 PER FOOT C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH 32 236 OF NOT LESS THAN 2' INTO THE BUILDING FRAME. FASTNERS SHALL HE LOCATED NOT LE55 THAN 2.5' 36 265 FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. 12 2 3 16 B ONI Proposed Addition/Alteration I6 2 4 6`12 FLOOR FRAMING D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING 20 135 For: VIBRATION-RE515TANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 20 3 4 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8D 4-I0D PER JOIST 1,500 LBS. 24 24 3 5 24 162 BRIDGING TO JOIST (TOE-NAILED) 2-8D 2-10D EACH 32 215 END 32 3 6 28 188 : Place BLOCKING TO JOIST (TOE-NAILED) 2-8D 2-10D EACH END 36 4 6 36 242 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-I6D 4-I6D EACH BLOCK 12 76 3-I6D 4-I6D EACH JOIST � I6 i� . Residence LEDGER STRIP TO BEAM (FACE-NAILED) 7:12-12:12 16 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. 20 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D 3-I0D PER J015T 2 24 153 BAND JOIST TO JOIST (END-NAILED) 3-I6D 4-I6D PER JOIST TABLE 3.qA TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 28 178 gpsf (0.60x15 psf=q psf)). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE 32 204 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-I6D' 3-16D' PER FOOT CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE 36 229 RAFTER/CEILING JOIST HEEL JOINT ROOF LIVE LOAD GROUND SNOW LOAD TABULATED NUMBER OF NAILS SHALL BE INCREASED BY I NAIL AT EACH END 'TABULATED CONNECTION REQUIREMENTS SHALL HE PERMITTED TO HE MULTIPLIED BY 0.70 FOR ROOF SHEATHING CONNECTION REQUIREMENTS 20 PSF 30 PSF OF THE STRAP. , RODE SPAN � ( ) FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. WOOD STRUCTURAL PANELS 8D IOD (SEE TABLE 3.10 12 24 12 24 4 36 'MINIMUM ASTM A653 GRADE 33 STEEL STRAP. FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO 'TABULATED CONNECTION REQUIREMNTS ARE BASED ON TOTAL UPLIFT MINUS THE ROOF DIAGONAL BOARD 514EATHING RAFTER SLOPE RAFTER SPACING (IN.) REWIRED NUMBER OF%D CTM OR 4V BOX NAILS PER Rn TWICE THE JACK RAFTER LENGTH. THE JACK RAFTER LENGTH INCLUDES THE ASSEMBLY DEAD LOAD OF 6 PSF (0.6 x 10 PSF - 6PSF) 11x6" OR I'X8' 2-8D 2-10D PER SUPPORT jDW +"A°"` OVERHANG LENGTH AND THE JACK SPAN. , � � 3-8D 3-IOD PER SUPPORT TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12 INCH RIDGE CONNECTION I x10 OR WIDER 12 3 5 8 3 6 q EXPOSURE 'B' - STANDARD RURAL AND SUBURBAN LOCATIONS SPACING, FOR DIFFERENT RIDGE CONNECTION SPACING, MULTIPLY THE TABULATED VALUES BY 3;12 16 4 7 10 .4 6 12 EXPOSURE 'C' - ANY LOCATION WITHIN I MILE OF COAST LINE THE APPROPRIATE MULTIPLIER BELOW: 750 Life Lane CEILING SHEATHING 19.2 4 8 12 5 10 14 RIDGE CONNECTION SPACING IN. 12 I6 Iq.2 24 4a 24 5 10 15 6 12 18 Southold, NY 6 5 GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7` EDGE/ 10' FIELD 12 3 4 3 7 + MULTIPLIER 1.00 1.33 1.60 2.00 4.00 I6 3 5 6 3 5 q FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO TWICE THE JACK RAFTER S.C.T.M.#1000-79-6-27 WALL SHEATHING 4:12 2� q2 3 66 q 5 7 111 LENGTH. THE JACK RAFTER LENGTH INCLUDES THE OVERHANG LENGTH AND THE JACK SPAN. 13 REVISIONS STRUCTURAL PANELS 8D IOD (SEE TABLE 3.11) 12 3 3 5 3 4 6 FIBERBOARD PANELS 5:12 I6 3 4 6 3 5 7 �O _ If GA. GAL. ROOFING NAIL w.2 3 5 7 3 6 q 1/2' (0.120'x1-I/2'LONGx7/16'HEAD) 3' EDGE/ 61 FIELD 24 3 6 9 4 7 II O II GA. GAL. ROOFING NAIL 12 3 3 4 3 3 4 TABLE 3.4A ` 25/32" (0.I20'xl-3/4'LONGx3/8"HF_AD) _ 3" EDGE/ 6' FIELD 7112 16 3 3 5 3 4 5 Iq.GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 71 EDGE/ 10' FIELD 24 3 4 5 3 4 6 y HARDBOARD 8D OCD (SEE TABLE 3.11) 24 3 5 7 3 5 8 RAFTER/CEILING JOIST TO TOP PLATE FASEED TEST u� WIND O PARTICLEBOARD PANELS 8D 8D (SEE MANUFACTURER) 12 3 3 3 3 3 3 LATERAL AND SI-TEAR CONNECTION q,D I6 3 3 4 3 3 4 O Iq.DIAGONAL BOARD SHEATHING 24 3 3 4 3 4 5 O I"x6' OR I'x8' 2-8D 2-8D PER SUPPORT 24 3 4 5 4 6 REQUIREMENTS 120 130 140 PPO' OR WIDER 3-8D 3-8D PER SUPPORT 12:12 16 3 3 3.2 3 3 3 3 3 3 3 4 O Iqy NUMBER OF BD C0f1MON NAILS OR IOD BOX NAILS(TOE-FAILED)JOIST WALL HEIGHT (FT.) REQUIRED IN EACH RAFTER AND/OR CEILING JOIST TO TOP FLOOR SHEATHING 24 3 3 4 3 5 SPACING (IN.) PLATE CONNECTION'AM O STRUCTURAL PANELS 'HEEL JOIST CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOAD BEARING We!J., SD IOD 6" EDGE/ 12" FIELD HEADER OR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. 12 102 Z 3 O I OR LE55 WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS TO,A LOAD O GREATER THAN 1" IOD I6D b' EDGE/ 12' FIELD BEARING wALL, THE TABULATED NEEL JOINT CONNECTION REQUIREMENTS SHALT.BE PERMITTED TO BE RIEDUCED DIAGONAL BOARD SHEATHINGPROPORTIONALLY TO REDUCE IN SPAN. 16 8 2 3 3 O EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES 10 2 3 3 O 11x6' OR I'X8' 2-8D 2-IOD PER SUPPORT '' TABULATED HEEL JOINT CONNECTION REQUIREMENTS Do NOT INCLUDE THE ADDITIONAL WEIGHT OF CEILING Px10' OR WIDER 3-8D 3-IOD PER SUPPORT ASSEMBLY ` TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARE 24 8 3 4 5 ' NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6' ON-CENTER AT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES SHALL HE USED WHERE WALL SHEATHING IS LOCATED AT THE BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOISTS OR RAFTER TIES ARE LOCATED 14IGNER 10 3 4 5 O REDUCED. FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES NAILING REQUIREMENT FOR STRUCTURAL IN THE ATTIC SPACE ND ATTIC STORAGE ASSUMED AND THE TABULATED HEEL JOINT CONNECTION � REQUIREMENTS SNAIL BE INCREASED BY TH14 E FOLLOWING FACTORS: 'PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. O MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. CEILING HEIGHT/TOP PLATE TO RIDGE NEI/2 2.00 ADJUSTMENT FACTOR 'WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER O ' WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THESH TABULATED NUMBER OF NAILS SNAIL HE PERMITTED TO BE REDUCED TO 1-I6D NAIL PER FOOT. 1/3 1.50 AND CEILING JOIST ALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED i/4 1.33 O 1/5 1.25 1/6 1.20 'TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL HE INSTALLED IN EACH SIDE OF RAFTER OR ; O Ino NAI 1.11 CEILING JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 TOP PLATE O 'WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10', THEY SHALL BE ADJUSTED AS FOLLOWS: WALL HEIGHT 8' 10' TOP PLATE TO ADJUSTMENT FACTOR SEAL RIDGE HEIGHT (FT) 10' 1.00 1.00 �R 'ARC 15' 1.15 1.25 C S T GIRDER SEE PLANS FOR TW 1201 1.40 1.50 �CO� e� O4.s SIZES 4 TYPE Mrs OF RtAnM MODEL# PB544 (REF# AC4) (UPLIFT 1815 LBS), MODEL# _ PBS66 (REF# AC6) (UPLIFT 1815 LBS) SEE PLAN FOR SIZES. 4X4 ACQ POST, 6X6 ACQ Copyright 201I.STROMSKI architecture,p.c.All rights POST. SEE PLAN FOR 1 1/2' SPACING A A reserved.The Architect reserves the right to reproduce this ALLOWS HOLDDOWN design in its entirety or any portion thereof.Unauthorized SIZES E TYPE. INSTALLATION ENDYJALL alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are MODEL# PA44 (REF# an instrument of service and are the property of the Architect. AB44), MODEL# PA66E other project, and specifications witteare not to t used hi any other ro ec[,exce t b written permission of the Architect. (REF# A66E) SEE PLAN CORNER STUD CONNECTED FOR SIZES. TO TRANSFER SHEAR PROJECT NO. I7-TAR006 'AD55' USP CONNECTOR WITH � 1 5/81 DIAMETER ANCHOR BOLT SCALE As Noted DATE I0/20/2017 e .I GRADE AND (2) 3/4' CARRIDGE @LAST TWO BOLTS. SEE FOUNDATIONBAYSOF DRAWN BY WP CHECKED BY RS L'9J PLAN FOR LOCATIONS 2-I6D COMMON NAILS AT FRAMING 6' O.C. TITLE 5/8" DIA. ANCHOR BOLT WITH 10" MINIMUM EMBEDDED LENGTH INTO ° CONCRETE e Tables, _F Schedules and Diagrams \_AMTW4'MV INTERVALS ° SECTION A-A Q SHEET � TYPICAL POST SECTION Scale: 3/4' _ ►'-O' 2 CORNER HOLD-DOWN Scale: 3/4" = 1'-0" 3 TYPICAL FLOOR AND ROOF BRACING Scale: 1/2 - , O" FRAMING AND CONNECTOR DETAIL SEE FOUNDATION PLAN FOR LOCATION AT END WALLS