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Home My WebLink About45806-Z FO 't412Town of Southold 8/28/2021 �� Gy P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42302 Date: 8/28/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1175 Second St.,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.-7-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/29/2021 pursuant to which Building Permit No. 45806 dated 2/10/2021 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including pergola and second floor balcony,to existing single family dwelling as applied for per ZBA#7392 dated 8/20/2020 and ZBA De Minimus letter dated 8/18/2021. The certificate is issued to Krug,George&Lynn of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45806 6/25/2021 PLUMBERS CERTIFICATION DATED 7/13/2021 d Piecuch 0 oriz d ignature o�SUFeol,��o TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y $ ' TOWN CLERK'S OFFICE Wo . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45806 Date: 2/10/2021 Permission is hereby granted to: Krug, George 2 Wydler Ct Garden City, NY 11530 To: make additions and alterations to an existing single family dwelling as applied for per ZBA approval. At premises located at: 1175 Second St., New Suffolk SCTM #473889 Sec/Block/Lot# 117.-7-20 Pursuant to application dated 1/29/2021 and approved by the Building Inspector. To expire on 8/12/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $541.60 CO-ADDITION TO DWELLING $50.00 1: $591.60 Buildin S®�r�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® sean.deviin(cD-town.southold.ny.us Southold,NY 11971-0959 C®UNT6,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: George Krug Address: 1175 Second St city.New Suffolk st: NY zip: 11956 Building Permit#: 45806 Section: 117 Block: 7 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 1 Ceiling Fixtures 2 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 10 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan 1 Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 7 4'LED Exit Fixtures 11 Pump Other Equipment. Notes Second Floor Addition Inspector Signature: Date: June 25, 2021 S Devlin-Cert Electrical Compliance Form.xls a ' SO Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 GAO ® aQ Southold,NY 11971-0959 couffil BUILDING DEPARTMENT ,UWE- j TOWN OF SOUTHOLD , AUG 122021 --J ' 2021 CERTIFICATION i i 4 1 Date: 113 ' a Building Permit No. O �Q i Owner: 6 (Please print) I Plumber: B 1 Liz (Please print) j 4 i I certify that the solder used in the water supply system contains less than 2/10 of I% lead. 14i i (Pl hers Signature) Sworn to before me this_ - day of 20�� SUSAN A.RIZZO / Notary Public,State of New York Notary Public, ddC 1zf County, No.01 RI6183459 Qualified ires Commission Exp Ma ch 17120?,` J I 3 i ,OF SOUIyo� L4 5�80& L * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2NDI [ ] 1NSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: y, DATE �� INSPECTOR �/ aOFSOUTyo� * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 . -INSPECTION [ ] FOUNDATION 1ST _j ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ "] FRAMING /STRAPPING [ ] FINAL f ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O _REMARKS: LAaff DATE INSPECTOR a gD� aOFSOGTy -- - - -- * �# TOWN OF SOUTHOLD BUILDING DEPT. cournv ' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] WSULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE,& CHIMNEY j ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: CAIy uw� 0 QA 7k 9. 04t O� tAV4 Qk_ DATE INSPECTOR V4U/z �► �, t Ar 4'l 1 4{.r if + zo. t i A - .; 4 , r / A u 7 1 ' 0-00 r+. I � � spy .' �• � `._ , r r W b es 1 Y A r Sent from my iPhone On Aug 13, 2021, at 10:00 AM, Pontino, Susan<susan.pontino@town.southold.ny.us>wrote: Yes,you can just email them to me and I will print them for the file. It would also save you a trip here. From: Lynn Krug<krugx5@gmail.com> Sent: Friday, August 13, 20219:52 AM To: Pontino, Susan <susan.pontino@town.southold.ny.us> Subject: Re: 1175 2 Street New Suffolk NY Survey Thank you Susan. We will be dropping off the pictures of the painting of the foam insulation would you accept the pictures from our iPhone? Thanks Lynn Sent from my iPhone On Aug 13, 2021, at 9:06 AM, Pontino, Susan <susan.pontino@town.southold.ny.us> wrote: We got the surveys yesterday. There was more then one so we will return the extras to you with the CO when it is done. Thank you. 4 E-3 10 V IR-1 CHARLES M. THOMAS R.A. PLLC ;- 206 LINCOLN STREET JUL 2 7 2021 RIVERHEAD, NY 1 1 901 (631 )727-7993 I;1JF7,P T G 1)TE 17. CDTHOMAS63 @AOL.COM Too JULY 23 2021 Building Department Town of Southold Re: Krug Residence 1175 Second Street, New Suffolk, New York BP # 45806 Dear Sir/Madam: This letter shall serve to certify that I was retained to inspect the above referenced residence and can attest that the foundation, framing, strapping, plumbing and insulation has been installed and conforms to my approved plans and specifications and the 2020 Residential Code of New York. Thank you for your attention to this matter. Please contact me with any questions you have. WA Ve9AL yours, M. HOMAS, R.AA. r' = Y 1 1 1 0 • � 0 1 I at FOUNDATION(1ST). • • "FRAMING1 PLUMBING • 1 ON STATE ENERPY • ! iii:, � , �!� e�!�•��,�� tA awful ME Ila fir[ • D i ''' '� g !1 1� ----- -- / �� i • ©MI � . L : , r la III mWIC t TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying9 TOWN HALL M4s f Health SOUTHOLD, NY 11971 f Building Plans TEL: (631) 765-1802 g Board approval FAX: (631) 765-9502 S Southoldtownny.gov PERMIT NO. —C-lieelc __Septie Form -fid-Y-.S-D.E.C. s tiyfP � 7ood pplication s *. � °� s ; ermit Examined ,2 [`i��t��,��>3 �1„f Single&Separate 1"� Truss Identification Form Storm-Water Assessment Form Contact: Approved 2 -. � '��' 1 ` ;L Iva M1-ta, �1DYYIQS Disapproved a/c Expiration ,20 - Bui di ctor APPLICATION FOR BUILDING PERMIT Date La , 20� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) PC) fox 'S1'1 J&Me%Pof , I i q LI"I (Mailing address of applicant) State whether applicant is owner, lessee, agent,6,iiiDl engineer, general contractor, electrician, plumber or builder JAY-G ,�tec-''fi Name of owner of premises G?'oyq e !'” Q,pcj INN() K�Cuo (As on the tax roll or est 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: _ 11-15 2 od re W e u� SJFf 1K`. House Number Street Hamlet County Tax Map No. 1000 Section I C1 Block '� Lot 20 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy si i iQ i m� ► g VeS�dence b. Intended use and occupancy Stnole Yarn i 1 q Re, C&6erICC 3. Nature of work(check which applicable): New Building Addition V Alteration V/ Repair Removal Demolition Other Work New P•erQb1U a i` (Description) ?& 10 r 4. Estimated Cost Fee J - (To be-paid on filing this application) 5. If dwelling, number of dwelling units 3 Number of dwelling units on each floor Isk ►�� 3 If garage, number of cars -- 2rcl iF 1100�17_z 6. If business, commercial or mixed occupancy, specify nature and-extent of each type of use. 7. Dimensions of existing structures, if any: Front ' Rear,, '321. 6� Depth W 2. 5 s Height 'I- V 8 0 Number of Stories - 7- Dimensions of same structure with alterations or adgilions: Front [G, 1 Rear 32. W Depth �;1 s�y-;•�v �3,{•eight 21 ' 18.5 Number of Stories Z 8. Dimensions of entire new construc ion: Front Rear Depth Height Number of Stories 9. Size of lot: Front 50 .0 Rear 50.0 Depth 110. 0� 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R- LAD 12. Does proposed construction violate any zoning law, ordinance or regulation? YES VINO 13. Will lot be re-graded? YES NO ✓Will excess fill be removed from premises?YES NO {� 14. Names of Owner of premises K{n4 Address Phone No. Name of Architect r,huCK Th r^o c, Address__Jb,+meSp�i� t Wy Phone No (51�1 -10 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE�tEQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO �,/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO—V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is theAa o� L 4 (Contractor(Agent orporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to snake 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. %�nt of)re me thls- day of 20 _ GM otary9Public FRANCIS J v&KABOSKI Signature of Applicant Notary Quelir, btate of New rOPK ivo 9752290 Oualifieo in Surfolk counry y Commission Exoires April 30 19 Az 2�--•- yO�cyFFU(A C� R TOWN OF SOUTHOLD—BUILDING DEPARTMENT ' Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 hnps://xww.sotttholdtownnv.gov sz ,r0 For Office Use Only Date Received PERMIT NO. Building lnspe or. �� i 1 -i Applications and forms must be filled out in their entirety.Incomplete applications JAN 2 9 2021 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. ,--- •-, - _t _J ieJ "APP CATION FOR BUILDING ERWT Date: OWNER(S)OF PROPERTY: - Name: Tax Ma #:SCTM#1000- krV 6�G( p f`7� 7- O Physical Address: H -7 S-h-e'e f- Sq I "/I f ] q Phone#: 5�6- 3p�C L�?zC�evSl6-d37-IS�i� Email: r, K5C n-o 1. cow Mailing Address: 02 w d1et— 15-30 CONTACT PERSON: Name: �,1nU`C� fl�C�S Mailing Address: TD�) \,I p� J u�leS �� N� 119 H-1 Phone#: (51 to) -7 02 - 35 Iq _ Email: Cdjj_) �M_ (kS_ ( 2>@(A-C)Il. CfjfA DESIGN PROFESSIONAL INFORMATION: Name: C1nvkcK ThomaS Mailing Address: pD ollwz 0or LAI Phone#: Email: C OI Oram bO'D I o CDfn -CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: (DESCRIPTION OF PROPOSED CONSTRUCTION ' ❑New Structure Addition YAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes o PROPERTY INFORMATION Existing use of property: SZ nq I2 �AV111I Intended use of property: S,n 4 Fane 11y homQ . Date of Purchase: Name of Former Owner: I 1 Zone or use district in which premises is situated: Are there any covenanXO restrictions with respect to this pr9per�? MYeSIF YES, PROVIDE A COPY. Check Box After ReadOng: Thg owner/csnMogr/4-sign Pref@§§isn@i ig r@§pgnM§I@ fer all dr@in@ge and Agrm eater i3§nes ag preyid@d by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print me):L A4th9riied Agent MOwnef Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,depo nd says t s)he is the applicant (Name of individual signing contract)above named, (S)he is the MnA ( Ag��4�-- (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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of J U VL YA, ,20-L— togbnl rphy-Apicello Notary Public State of New York County of Suffolk PROPERTY OWNER AUTHORRAMON REG#01 MU609038 (Where the applicant i5 net the owner-) Expires April 14,20 I, cey%g 11✓lm M ti L!!l esiding at-- - 17 2— Sl Y`P� Ito SU fU do herebVauthorize Cli,(44 T—AO/-;70 to apply on my behalf to the Town of Southold Building Department for approval as described herein. / d��44W .�(�lhG9ClyG/ 2-02- Q` eS �� nature Date C 0-31066T -i 'w? Y� r Print Owner-'§Name .. FORM NO. 3 DEC 1 1 2019 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 23, 2019 TO: Chuck Thomas (Krug) PO Box 877 Jamesport,NY 11947 Please take notice that your application dated July 26, 2019: For permit to construct additions and alterations to existing single-family dwelling at: Location of property: 1175 Second Street,New Suffolk,NY County Tax Map No. 1000—Section 117 Block 7 Lot 20 Is returned herewith and disapproved on the following grounds: The proposed construction on a non-conforming 5,500 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124 which states lots measuring less than 20,000 square feet in total sizerequire a front yard setback of 35 feet, a minimum side yard setback of 10 feet with a combinedi'side yard setback of 25 feet and maximum lot coverage of 20%. The front yard setback is 22.1 feet side yard setback is 3 feet with a combined side yard setback of 11.1 feet and the lot coverage is at 23.9%. Authorized Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. 1 CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: September 23, 2019 RENEWED: December 16, 2019 TO: Chuck Thomas (Krug) PO Box 877 Jamesport,NY 11947 Please take notice that your application dated July 26, 2019: For permit to construct additions and alterations to existing single-family dwelling at: Location of property: 1175 Second Street,New Suffolk,NY County Tax Map No. 1000—Section 117 Block 7 Lot 20 Is returned herewith and disapproved on the following grounds: The proposed construction on a non-conforming 5,500 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring less than 20,000 square feet in total size require a front yard setback of 35 feet, a minimum side yard setback of 10 feet with a combined side yard setback of 25 feet and maximum lot coverage of 20%. The front yard setback is 22.1 feet side yard setback is 3 feet with a combined side Yard setback of 11.1 feet and the lot coverage is at 23.9%. Authorized Si-gnIT Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD 1vlElvIBBRS Southold Town Hall Lesie Kanes Weisman,Chairperson _ SO l53095 Main Road•P.O.Bo p � y � x 1179 = Southold,NY 11971-0959 Patricia Acampora [ Office.Location: Eric Dantes CA ae Town Annex/First Floor, Robert Lehnert,Jr. ' _- • YQ 54375 Main Road(at Youngs Avenue) Nicholas Planaimento �iYZ,Ofn Southold;NY 11971 _ http:/southoldtownny.gov _ RECEIVED ZONING BOARD.OP APPEALS TOWN'O . SOUTHOLDAU . 2 5.2020 Tel:(631)765-1809•Fax(631)765-9064 S06thold Town Clerk 'FINDI �,I ELMERATIONS AND DETER MWA . - k-T-MG OF AUGUST"20, 2020 ZBA FILE:7392 - NAME OF,APPLICANT;.Gt+kge&-Lynn King PROPERTY LOCATION: 1:175-2tid Street,New Suffolk,NY SCTM No. 1000-117-7-20 SEQRA DETERMINATION: The ;j;onirig Board of Appeals has visited the property.under consideration in this application,and-deterngines that this review falls under the Type H'category of the State's List of Actions, without further stepsmnder,SEQRA.: SU LK COl 1+I'T`S ADM 2 E-EOM, This applicstian was ie erred as required.under the Snffoik - - -. untx dnninistra iv Code-Se titins.�r X414'to_23, and.tbe'Suffolk Coiinfybe�aititient_of"Planning issudd its re 1, dateii Feb ZQ2d;sta#ina:tliis a ligation coissid$red-a miter.for localtermuiaon as- p y rEiary- � g. pp . - appearg io be no gigoi ficsnt niter-cbmmunity impact. L" DBTERMINATION. ne-relief,'permit, or interpretoon.requested in.this'.applicatibn is listed Under the- Minor Actions exempt list and is hd subject t6 review under Chapter 268. PROPERTY PACTS/DESCIZIPTION,. The subject property is 'a 5,500 square foot property located in an R40 Zoning.District. The property. hail a 50-fo6t frontage along Second Street, then runs west 11*0 feet-to the rear property,line. The property"then runs-soufh-50 feet before returning 110 feet'to Second Street. The propertyis improved with an existing one-and.one-half story.single family residence with a shed in the rear yard as shown on the survey prepared by Michael W.Minto,L.S.,last revised January 2010. BASIS OF. APPLICATION: Request for Variances from Article XIII, Section 280-124 and the Building Inspector's December 16, 2019 Notice=of.Disapproval based on an application for a permit to construct additions and-alterations to an existing-single family dwelliing; at 1) located less than the code required minimum front yard setback of35 feet;2).located•less•than�-the code'required minimum side yard setback of 10 feet;3)located less than the cede required minimum combined side yard setback of 25 feet; 4)more than the.code permitted maximum lot coverage of 20%; located at: 1175 Second Street,New Suffolk,NY. SCTM No. 1000-117-7-20. RELIEF REQUESTED: The applicant requests variances for a proposed front yard setback of 22.1 feet where a minimum 35 foot setback is required by code; a proposed single side yard setback of 3 feet where a minimum of _ 10 feet is required; a combined side yard setback 11.1 feet where the code requires®imum of 25 feet; and a - - ' proposed lot coverage of 23.9%where 20°To maximum is permuted-by cow. Page 2,August 20,2024 }, #7392,Krug - 'SCTM No. 1000-117-7-24 ADDITIONAL• INFORMATION: Testimony from the applicants/homeowners and Irom an adjacent neighbor in support of the*.application was taken.during'the public hearing. Letters from two of the-neighboring-propeity owners in support of this application have been received. . FINDINGS OF FACT/REASONS FOR BOARD ACTION; The Zp*.g Board of Appeals held a public hea rx on, is application on August 9,`2;1 0 at which time written and oral evidence were pxesented. Based'upon all testirnouy,documenta#P#j,personal inspection of the pr6pertq " and surrounding neighborhood,-arid oiher evidence,the Zoning Board find'sthe foilowing facts to be tragi apd relevant and makes the'following findings: 1. Towns I;aiv b(3)W(1). Grant of the variances will not produce au undQsir4ble change in the character-Of the neikhborliood or a dWimbnt to nearby properties. Many df the residential structures in this neighborliood have: .pre-existing non-ecinforming setbacks and lot. coverage. The majority of this applicatioti is'for a second floor addition that falls-within the existing footprint of the Douse. The first floor living spare-aa4ition-on:the'rear of the existing.,dwelling is anIy 12.5 square feet, will not be s.een from the street and maintains the pre�existiiig non- conforming setbacks'of the subject.dwelling. The proposed pergola addition in the side yard is an open structure and is not habitable space, Therefore,an undesirable change in the character of the neighboxhooti will not happen. 2. Town.Lave, 4267-1)(3)(b)(1). The benefit souffhX by the applicant cannQt:be achieved by Sonne method,feasible for the applicant`to pip+sub, vtlie .Vh4n 4n area.variance..Any alteration to-t{iis. r,-nxlst g ri ri-eori l g htilise `: vc►H]41eed-Varianc tel%e '_ weu'fQr-additions-to-twse�iicl'.#lnorove thee istirig of r Val. ' Law.267_-24: . ; the variances-granted herein are-*thematicf3� substantialTth Iot c©ue ge. vadm ce re4ge9t represe* 19;5%.relief.from'thecode;-.tl�-front setbapk_yati�oe relir�sents"�fi.85°!Q rclib�-._` '� from the t;vi%e `the.siingle si�e yard.setback represents 79% relief.from 'the Cone;,and_tfie-cbnikine side hard setback represg;pts 55.1)°1.orelief from the.code. However,`the majority of-the variance relief i$ for second"€lour additiens_ dt fall-W4.the existing.fflo#laruit of the residence. The side yard.setback:relief is fol' an open-alt pergola=that is not 1i space,bilt.an overh�gd•cevering. �4, .Town=Law 8267:b{3)(1))(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 and the conditions of this board. 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 lazowledge 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 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to-enjoy.the beneft of first and second floor additions and alterations and an exterior pergola 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 Lehnert, seconded by Member Acampora, and duly carried,to Page,3,August 20,2020 #7392,Krug No. 1000-1174-20 t=F GRANT the variances as applied for, and shown on the.survey prepared-by Michael Minto; Land Surveyor, last revised January 2020,-and Architectural Plans prepared-by Charles-Thomas, Architect; last revised January 22,'' 2020. SUBJECTTO TIS l�O LOWING4NI3YI_f?N: - 1. The tproposed pergola shall remain i mencW, and non- gbitablep.aO.- That the above condWort be written into the Buitding.Ns�nector's`C'ertifcufe,o,f Occupancy,when issuer Any deviaponfrom the.survey, site•plan and/or arohitectural diawlirgs cited in this-decision will result in delays and/or-a possible denial by the Building Department of a•building pert, and may.require a new application and public hearing before the Zoning BvardofAppeals.. Any deviation from the variance(s)granted herein ass shown on the architectural drawings, site plan and/or survey cited above, such as aherations, extensions, or demolitions, are not authorized-under this application when involving nonco,�formities under the zoning code. This action does not authorize or condone any anent.oto future use, ketbdek or other featyre of the subject property•that may.violate the Zoning Code, other than suck.uses, :etbaEks-and*other features as are 4_-xpressly addressed in th#action. In the'event.thai this &an approyal subjegt -10 c©raditi4,ns;the approvarl YIWI.not-be deed,eAl suck-fim_ a khat the for-eg iqg conditions,tire fin+!t,-and•' diluY-e tnir:FlY-ter ? Twill=rendet tlrs�rPtIl aayoid. A Wit:+.._ ; rXt his"r . 'r or"` .xttttir l+aittda$_s,' r; Tketi -a?:rip sew e; j txr ?rl #izle tzirtl .. ..:� ,. :: 'ur ` . y- i is e;t4lls o� igt n 1 t Board 6f AOpmls s a wt0n ' odhn rlicurei , did i`'x• ion map- �a nttt t ee 3a vit `# t i 'I =C +ly ik e t an.thr e • j.years itt'otn li :date so li�vaz i uee ass B rite .' # 4ai d:of Ali i -Orayj"igoif Written .request prior to the-d-04©f.ioiration;grpt.aii ei a iW116h ita to exeee #lir a;(3) oIn[secufive.'oxue �1 year terrq,s. Vote of the Board? Ayes,Members Weisman(Chairperson)Acampora,Dantes,Lehnert,aud•Planamento(5-0). aL Lesie Kang,Weisman, Chairperson Approved for filing 0 /� 12020 Li S<go( BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson O��oE S0UTyOI 53095 Main Road• P.O. Box 1179 p Patricia Acampora Southold,NY 11971-0959 Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. �pQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento l,YComm Southold,NY 11971 r- NR http://southoldtownny.govD E-1 'I P, DZONING BOARD OF APPEALS TOWN OF SOUTHOLD AUG 2 4 2021 Tel.(631)765-1809 •Fax(631)765-9064 I t . •;€NG DEPT.,T1 0 S0.�71STJL George and Lynn Krug 1175 Second Street New Suffolk,NY 11956 Re: De Minimus Request, File#7392 Krug,-1175 Second Street,New Suffolk,NY SCTM No. 1000-117-7-20 Dear Mr. & Mrs. Krug; We are in receipt of your correspondence dated August 17, 2021 requesting a de minimus approval for proposed additions and alterations to a single family dwelling. In your letter, you explain that the project was completed in June of 2021 and a final building inspection was conducted on August 2, 2021. Based upon the final inspection, it was discovered that a newly installed pergola intrudes into the side yard setback 1.4 feet instead of the granted relief of 3 feet. Furthermore, it is your belief that the pergola was built in accordance with the submitted and approved plans. I reviewed your letter, the revised site plan, and the Zoning Board of Appeals determination dated August 20, 2020, amend-ha-v_e-determined-that your_request is de minimus in nature because the change only slightly increases the degree of nonconformity and,upholds the intent o the ZBA decision. Please be advised that the conditions set forth in Appeal No. 7392 will still apply. Please submit to our office two signed and stamped site plans, depicting the aforementioned changes, and contact our office if you have any further questions or concerns. I-will instruct the office to send a copy of this letter and your request to the Building Department. Sin re y, Leslie Kanes Weisman Chairperson cc: Michael Verity, Building Department BUILDING DEPARTMENT- Electrical inspector TOWN OF SOUTHOLD Toviin Hall Annex - 54375 Main Road - PO Box 1179 :�outhold, New York 11971-0959 .<: =TeleDone 631 765-1802 - FAX 631E 765-9502 _roger southoldtownnyr- .av- s-eand southoldtownny.gov APPLI•C TION FOR-ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Alf information Required) Date: ,�.o a't Company Name: :a _!�: ��2�c _ Name: G o a 22 t E UC-r-> License No.: �$`'/3 5-�g I"l�E, email: GS 16gC oL . Address: F, fl _ 6o f S o cj 1-to u> Phone No.: 6 - g — 5' G JOB SITE INFORMATION (Ali Information Required) Dante: u � Address: 17 S_. :F. o S-F'. /llF� S v.f—,r-o Lr— Cross Street: Phone BIdg.Permit : " email: Tax Iia .QistFi ` 1000 Section: 'Bloc: Lert: BRIEF DESCRIPTION OF WORK(Please Print Clearly) ,412rD i T7 0 eJ Circle All That Apply: Ii—job—'ready for inspection?: � YES� C-R-of.-gh Ir Final i Do you.need a Temp Certificate?: YES AQDIssued Qrt _ r.-iew ert�p lrrfaamatien: _(Ali-Information-required)..Service Size 1 Ph 3 Ph Size: A #Meters Old Metes#Service-Fre Reconnect-Flood Recormea-Service Recohn-66fed-Undergi-64hd-'Oii6rh,&dd -- - Underground Iaterals t-._2_..._.. -H.-Frarne _ - -Pole-_- -Work done on.-Service?- Y- -- Additional Information: _ PAYMENT_DUE WITH APPLICATION �C �X Request for inspection Form.xis p ) PERMIT# Address: y �) � Switches K . Outlets GFI's Surface (I J Sconces i f 1r i H H's f P UC Lts Fans Fridge Exhaust Oven :Dryer Smokes "DW -Service- Carbon- ServiceCarbon- .. IVlicro _- : _Generator Combo ,Cooktop Transfer - AC = AH Mini , Special: - ` .. . ,- • • Comments. CHARLES R.CUDDY + DEC 1 1 2019 ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD,NEW YORK Mailing Address: „� TEL- (631)369-8200 P.O.Box 1547 December 11, 2019 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: charleseuddy@optonline.net Town of Southold Building Department PO Box 1179' Southold,NY 11971 RE: 1175 Second Street,New Suffolk,NY SCTM#1000-117-7-20 Dear Sir/Madam: You have previously issued a Notice of Disapproval, which is enclosed. Unfortunately,the submission of the application to the Zoning Board of Appeals has been delayed. We ask that you reissue a Notice0pisapproval. Thank you. Very truly yours, CA X Charles R. Cuddy CRC:ik Enclosure Fuentes, Kim From: George Krug <krug.george@gmail.com> Sent: Tuesday, August 17, 2021 10:20 AM To: Fuentes, Kim Cc: krugx5 @gmail.com;Tom Gabrielsen Subject: De Minimus Request: Krug Project Dear Ms. Fuentes, We are writing in reference to our recently-completed project at our home at 1175 2nd Street in New Suffolk. Variances for this project were granted by the ZBA on August 20, 2020. The building permit, #45806, was issued on February 10, 2021. The project was completed in June and John Jarski of the Southold Building Department did the final inspection on August 2, 2021. We were alerted today by Mr. Jarski that, based on his review of our final survey, the overhang of our newly installed pergola intrudes into the required 3-ft side-yard setback by 1.4 ft. The columns supporting the pergola do meet the setback requirement. I've included a picture below for clarity. Lynn and I took another look at our documentation, and the pergola was built in accordance with the submitted and approved plans. We are very concerned that this issue has surfaced despite our efforts to ensure that everything about this project was done correctly. Mr. Jarski directed us to submit this "de minimus" request to the ZBA to resolve the issue, hereby respectfully submitted. Thank you in advance for your consideration, George and Lynn Krug DRAWN MM CHECKED MM REVISED: SEPT. 2019 DRAWING & JOB N0. 19-1045 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 GUARANTEED. EDUCATION LAW. Area 5,500 3.f. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR THE known as: EMBOSSED SEAL SHALL NOT BE CONSIDERED Average Setback TO BE A VALID TRUE COPY. g # 1175 2nd Street, New Suffolk GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Tax Lot # Frontyard IS PREPARED, AND ON HIS BEHALF TO THE 18 30,8 TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND 19 31 .5' TO THE ASSIGNEES OF THE LENDING INSTI- 21 16.6' ^, /� ' ^ r 1 r TUTION. GUARANTEES ARE NOT TRANSFERABLE. ��J( v' G 015AP PkoVAI 122.2 { Orchard Street SEP 2 0 2019 Average Setback= 0=7-3' TNIf11 PTI"PT Crl O NOW OR FORMERLY OF GLORIA S. BAUME AND RUSSELL L ROBERTS O O PROPOSED PROPOSED 2ND FLOOR PROPOSED 2ND FLOOR ADDITION BALCONY RENOVATION �1 7_N— N89_21920'_E_hedge centerline — 110.00' ———— �2.3'N -- — — w Found 1' m Found Monument generator 3.5 S ill ant L/) CD n Crn +� on slab 3.3'S I 30,6 �„ planter CD V J O 14.9' 11.9' 122. O c 10.8' basement o I Existing 10.0' `a y O� `D ant1 1/2 Story o rn shed r nce "= I 5 M Framea Z 3.4'E I Residence 11.9' 22.1' N ^ n O I !' o cobblestone curb �•i o O 13.2 11.0'"- Ln m O A 5 9' landing .. existing O m a N - - - „ patio - 1n asphalt `{.. ��F MXO -- - - ---- - - P PROPOSED ADDRION o existingdriveway O 4' X 3.2 o roof lino° r F 14.0' �o cobblestone curb vinyl fence ti rFound 6" 110.00' 0.6'1 i R3 a s D S89"21'20"W Monument PROPOSED PERGOLA NOW OR FORMERLY OF JAMES QUAIL 14' X 11' Certified to: Coverage GEORGE KRUG AND LYNN KRUG Component Existing Proposed FIRST AMERICAN TITLE INSURANCE COMPANY Roofed Area 1133 s.f. 1146 s.f. pF NEVVY TITLELAND AGENCY, INC. (TLNY0307183580) Shed 107 s.f. 107 s.f. 0 JPMORGAN CHASE BANK, N.A., ITS SUCCESSORS AND/OR ASSIGNS P / �_graclt —BF►ve Co C) 'A �r J »" arch C4 f' n s. r p Gener Survey of Described Property -� -s s 0 rz0 8��` QJ� situate at Landings 64 s.f. 64 s.f. FD AND S� Total 2186 s.f. -t1�66's'.f. New Suffolk Coverage= 7. of Lot Area—Net Change 0% 11317 23, b Town of Southold Suffolk County, New York Michael W. Minto, L.S.P. C. District 1000 Section 117 Block 7 Lot 20 LICENSED PROFESSIONAL LAND SURVEYOR Scale 1 "= 20' Surveyed April 18, 2018 NEW YORK STATE LICENSE NUMBER 050871 87 Woodview Lane Updated June 18, 2018 Centereach, N. Y. 11720 GRAPHIC SCALE PHONE/FAX: (631) 580-1202 W CELLULAR: (631) 766-9714 20 0 10 20 40 80 EMAIL: mikemintolspc®gmail.com ( IN FEET ) 1 inch = 20 ft. THE EXISTENCE OF RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION DRAWN MM CHECKED MM DATE AUGUST 2021 DRAWING & JOB NO. 21-673 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 GUARANTEED. EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Area- 5 500 s.f. THE LAND SURVEYOR'S INKED SEAL OR Premises known as: EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Average Setback # 1175 2nd Street, New Suffolk GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Tax Lot # Front Yard IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND 18 30.8' LENDING INSTITUTION LISTED HEREON, AND r TO THE ASSIGNEES OF THE LENDING INSTI- 19 31 .5 TUTION. GUARANTEES ARE NOT TRANSFERABLE. 21 16.6' 78.9 78.9/3=26.3 Average Setback= 26.3' Orchard Street - w o NOW OR FORMERLY OF GLORIA S. BAUME AND RUSSELL L ROBERTS O O o " - 110.00m �23N 7NN89°2120E hedge centerline ............................----------- ----------------------- Found N Found generator 3.5'S Monument O CD n Monument on slab 3.3 S 30.6 �„ planter 221, O V, ° CD Q o O 1i.9 landing N O ^ O c 10.8' basement 1 1/2 Story I o O N o 0 0 entrance "= Frame i 8 e M r'' shed Residence 4.3 17.6' 22.1' N ZO 3.4'E ❑ I cobblestone curb { 9.9' a, 11.0' ° CCD r n _ — 0 A/C pavers '9.2' - nl inding- $2 n— O - 9 CD o N asphalt i� driveway Op rt i p � i roof line O iR c i - go F Ir cobblestone paver patio g' i cobblestone curb vinyl fence 1.6'N I------- r. (D ro.s's 110.00' o.s'sX S89°21'20"W M nument I I NOW OR FORMERLY OF JAMES QUAIL =Date: / from ZBAd menta lj�/ Certified to: GEORGE KRUG AND LYNN KRUG OF N, L^ FIRST AMERICAN TITLE INSURANCE COMPANY �QEL w ✓ ® TITLELAND AGENCY, INC. (TLNY0307183580) 6 �P� sP JPMORGAN CHASE BANK, N.A., ITS SUCCESSORS AND/OR ASSIGNS Coverage y �` - ar Component n,. Survey of Described Property Roofed Area 1148 s.f. O's S7J Shed 107 s.f. C4`�ND �v�`' situate at Landings 64 s.f. New Suffolk Total 1319 s.f. Coverage= 23.98% of Lot Area Town of Southold Suffolk County, New York Michael W. Minto, L.S.P. C. District 1000 Section 117 Block 7 Lot 20 LICENSED PROFESSIONAL LAND SURVEYOR Scale 1 "= 20' Surveyed April 18, 2018 NEW YORK STATE LICENSE NUMBER 050871 87 wooaview Lane Updated June 18, 2018 & August 7, 2021 Centereach, N.Y. 11720 GRAPHIC SCALE PHONE/FAX: (631) 580-1202 CELLULAR: (631) 766-9714 20 �o so 4o ao 1 W EMAIL: mikemintolspc®gmail.com ( IN FEET ) 1 inch = 20 ft. THE EXISTENCE OF RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION DRAWN MM CHECKED MM I DATED JUNE 2019 1 DRAWING & JOB N0. 19-0129 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 GUARANTEED. EDUCATION LAW. C COPIES OF THIS SURVEY MAP NOT BEARING Area V ® S.f. THE LAND SURVEYOR'S INKED SEAL OR Premises known as: EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Average Setback # 1175 2nd Street, New Suffolk GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Tax Lot # Frontyard IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND 18 30.8' LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- 19 31 .5 TUTION_ GUARANTEES ARE NOT TRANSFERABLE. 21 16.6' 22 22.1 ' 23 1 .7' 24 8.7' 25 10.8' 122.2 122.2/7=17.5' Orchard Street Average Setback= 17.5' L#4 C:) NOW OR FORMERLY OF GLORIA S. BAUME AND RUSSELL L ROBERTS p C) PROPOSED PROPOSED 2ND FLOOR PROPOSED 2ND FLOOR ADDITION BALCONY RENOVATION �1.rN_ N89_21 '20'_E_n_dg_c_nteriine ___ 110.00_ ____ �2 — � U Found 8'1 3.5'S 90 Found N generator ,> N Monument pCD Ln i Monument � on slab 3.3'S I 30.6' �„ planter 221, O 3 ICbCD z 0 11'9' landing ^ 2 p o I 14.9' a ♦ / �- _ ` , 10.8' basement F" I Existing 10.0' `� N o rn o entrance "= I 1 1/2-Story- 5,' TYj � shed Frame CL Residence 119, 22,1' OZ 3.4'E ❑ I CL I cobblestone curb :.SN'' 13.2' 11.0'" ° CD C^ 0Ln A/C 5 9' landing existing N V J patio a asphalt p driveway p .}p PROPOSED ADDITION o o tio /Vp 4' X 3.2' roof l cobblestone curb Vinyl fence �F F0.6'SFound 110.00' o.s's i PROPOSED - S89°21'20"W M nument I PROPOSED PERGOLA NOW OR FORMERLY OF JAMES QUAIL 14' X 11' of N��Y ® x,41 r U A y � X C s�v 0 0 �o °5oa1� J� AN® s�� Survey of Described Property Certified to: situate at GEORGE KRUG AND LYNN XRUG FIRST AMERICAN TITLE INSURANCE COMPANY New Suffolk TITLELAND AGENCY, INC. (TLNY0307183580) JPMORGAN CHASE BANK, N.A., ITS SUCCESSORS AND/OR ASSIGNS Town of Southold Suffolk County, New York Michael W. Minto, L.S.P.-C.- -Dist-r-ict 1-00.0 Se-ction 117 -Bto-c- 7 Lot 20 LICENSED PROFESSIONAL LAND SURVEYOR Scale 1 "= 20' Surveyed April 18, 2018 NEW YORK STATE LICENSE NUMBER 050871 87 Woodview Lane Updated June 18, 2018 Centereach, N.Y. 11720 GRAPHIC SCALE PHONE/FAX: (631) 580-1202 CELLULAR: (631) 766-9714 2a ° 10 2-0 aa- eo- W EMAIL: mikemintolspc®gmail.com �%i ( IN FEET ) 1 inch = 20 ft. THE EXISTENCE OF RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION DRAWN MM CHECKED MM I DATE AUGUST 2021 1 DRAWING & JOB N0, 21-673 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 ' GUARANTEED. EDUCATION. LAW. f COPIES OF THIS SURVEY MAP NOT BEARING Area 5 500 s.f. THE LAND SURVEYOR'S INKED SEAL OR M 7 Premises known OS: EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Average Setback # 1175 2nd Street, New Suffolk GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Tax Lot # Front Yard IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND 18 30.8.' LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE INSTI- 19 31 .5' TUUTION. GUARANTEES ARE NOT NING DTRANSFERABLE. 21 16.6' 78.9 D �� V 78.9/3=26.3 D Average Setback= 26.3' AUG 1 " 202 Orchard Street BUMDrNTG DEPT. r L4 O NOW OR FORMERLY OF GLORIA S. BAUME AND RUSSELL L. ROBERTS O O N89°21'20"E 110.00' g2.3'N �11N hedge centerline -- CIE Found 3.5'S POFound Cn ME generator :01 �? Monument CD o r n Monument � on slab 3.3 S 30.6 Oil planter 221, O /V/��, ° \V O o = 11.9 ' O rt 0 o i landing fv o w O 0 r�� ^ o o ma - 10.8' basement o 1 1/2 Story I � y O IV entrance "' Frame i o M ;0 "' shed Residence :q -0d M 3.4'E 4.3' 7.6' 22.1' N o Z ,!> CL I cobblestone curb � " O 9.9' 1 ❑ j 1.0 �! ° L ^ O A/O pavers g:2' - iilanding 19 0 asphalt O s rrF O rt roof.line driveway O O ola--j paver patio F cobblestone curb vinyl fence ' 3 L___ ____j 0-1- FFound 6'S 110.00' o.s's I S89°21 '20"w Monument x I I � NOW OR FORMERLY OF JAMES QUAIL n �V � e of NEE/ Certified to: A ��L W. 0 GEORGE KRUG'AND LYNN KRUG co :) FIRST AMERICAN TITLE INSURANCE COMPANY TITLELAND AGENCY, INC. (TLNY0307183580) JPMORGAN CHASE BANK, N.A., ITS SUCCESSORS AND/OR ASSIGNS Coverage s "a 87 CoRmapdonent SAN s`' Survey of Described Pro Area 1148 s.f. Property Shed 107 s.f. situate at Landings 64 s.f. Total 1319 s.f. New Suffolk Coverage= 23.98 of Lot Area Town o f S o u t h o1 d Suffolk County, New York Michael W Minto, L.S.P. C. District 1000 Section 117 Block 7 Lot 20 LICENSED PROFESSIONAL LAND SURVEYOR NEW YORK STATE LICENSE NUMBER 050871 Scale 1 "= 20' Surveyed April 18, 2018 87 Woodview Lane Updated June 189 2018 & August 7, 2021 Cen terea ch, N. Y. 11720 PHONE/FAX: (631) 580-1202 GRAPHIC SCALE CELLULAR: (631) 766-9714 20 0 10 20 40 W EMAIL: mikemintolspcogmail.com $o ( IN FEET ) 1 inch = 20 ft. Contact: George Krug: (917) 440-4902 Lynn Krug: (516) 637-1599 nz L"', , Ail E": >> r .. t i L \ t ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. z OVED AS 140 T ED D TE�_- ICS -2- B.P.# v �J++'�►� r m r` ': , eq ply NOTIFY BUILDING D-OARTMENT AT 765-1802 8 A"vi TO 4 PM FOR THE PPOSED ROOF PROPOSEFOLLOWING INSPECTIONS: ��✓ ARCHITECT ROD ROOF 1. FOUNDATION - TWO REQUIRED 12 ADDITION ADDITION EXISTING D FOR POURED CONCRETE ROOF SHINGLES ET6 TD MATCH EXISTING c^. ROUGH - FRAMING & PLUMBING EXISTING ROOFEXISTING SIDING 12 3. INSULATION REVISIO _ D E S C R I P T 1 0 N TO REMAIN 4. FINAL - CONSTRUCTION MUST TO REMAIN MATCH EXISTING 6'-6" T.O. WINDOWS - - - LINE OF EXISTING ROOF F EXISTING ROOF N PROPOSED PROPOSED TO BE REMOVED TO BE REMOVEDx 8 1" " FASCIA ALL CONSTRUCTION SHALL MEET THE WINDOW WINDOW /1"X2" OVER 1° x 8" FASCIA / 3°'FRIEZE REQUIREMENTS OF THE CO ES OF NEW W/1"X2" OVER PROPOSED YORK STATE. NOT RESPO SIBLE FOR 2832 �32 "I, DOOR DESIGN OR CONSTRUCTION ERRORS. m _ 36" HIGXRAIL PER NYS CODE 13-i" HIGH RA UER NYS X ggpi 1 1 IN T.O. PLATE HEIGHT , LINE OF EXISTI ROOF SHINGLES 12 ROOF TO MATCH PROPIDSE431 MAI_��Kl� REMOVED E ,EXISTING 85z EXISTING ROOFIDS EXISTING ROOF COQ"F'Ly WITH AL`, C DES Or REMAIN NE`�'� YORK STATE � WN CODES SHINGLES TO NGLES ° T.O._ SECOND FLC_OR SHIREMA N TO T 0 N T._0. SECOND LATE HEIGHT ^��`� 7�r��HT DITIONS OF (2) 2"X10" ExlsnN 2"X10" ® 24" OC EXISTING LEDGER BOARD & TRELLIS TO REMAIN ---so ZBA WIND CWl�— (3) 2"X10" ® O BOARD RE (3) 2"X10", r V M EXISTING ® EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING S �S WINDOW WIPIDOW WINDOW WINDOW WNDOW 5/4" WINDOW EXISTING WINDOW WINDOW WINDOW DOW WINDOW WINDOW WINDOW DOW W & DOOR SURROUNDS & DOOR SURROUNDS � _� (T Y I CAL) ® LINE OF ADDITION ® a KV ® ® I PROPOSED PERGOLA ao -IN lr,��--�- � �N o ^ �Dp �� m All exterior lighting NEW SIDING 12 - - installed,replaced or MTr TFT ATCH EXISTING I °' �I 3.• ,"I._f Pte, C `'ii° "vl f , ,� repaired shall conform t, " ;e �_ `. 't`w"' ,�. to Chapter 172 -EXISTING SIDING EXISTING SIDING EXISTING SIDING EXISTING SIDING EXISTING SIDING p n-- T.O. FIRST FLOOR TO REMAIN - TO REMAIN - TO REMAIN of the Town Code - - - TO REMAIN a REMAIN TFQ.C FIRST, FLOOR 9 W Cha a u .3 :p •y IL 'Iui- 0uuI_ - dF til I= 17-77TRUSS pLAGAREANG RE.OUIR D 14'-O" 11'-0" 2 PROPOSED PERGOLAH ? NOTE: nfnr� ,In1 r ADDITION ALL PROPOSED WINDOWS ARE TO BE NEW AND ARE LABELED F«T/,IP� STO^; �'„ti�� C,vI�OI F CORRELATING TO STANDARD ANDERSON WINDOWS. HAPTER 236 M -� M � M F`'IP Un('T TO CI ALL EXISTING WINDOWS ARE TO REMAIN WITH NO CHANGE C!SCS`c;1�,.ALttt�s�CTtOtytl?L'QUIR� ` �' ”' „" ,I — -� — -� — J UNLESS OTHERWISE NOTED. OF T I-I E 1 OVEN EN CODE. DO NOT PROCEED WITH E S I D E E L E V A T 1 O N FRAMING UNTIL SURVEY E F R 0 N T E L E V A T 1 0 N OF FOUNDATION LOCATION HAS BEEN APPROVED. � SCALE: 1 /4" = 1'-0" 2 SCALE: 1/4" = 1'-0" CEI 1 i IFICATION 1 1 LEAD CONTENT BEFORE 0 Z 0 J,,,-ICA TE OF OCCUPANCY 0 N 1131)LDER USED IN WATER z 0 ,°1"PLY SYSTEM CANNOT 0 EED 2110 OF 1% LEAD. E— W PLUMBING W ALL PLUMBING WASTE D a. W Q OPOSED ROOF - - TE.STtNG BEFORE COVERING 1-- z ADDITION ROOF SHINGLES iTTT I I I 0 MATCH EXISTING �✓ III EXISTING ROOF t,°!STING ROOF TO REMAIN 0 -6" T.O. wlNDows - s'-6"- T.u_ WINDOWS TO REMAIN //�� 7— - - LINE OF EXISTING ROOF — L1. ` \1 O LL TO BE REMOVED PROPOSED PROPOSED Q 1" X 8" FASCIA WINDOW WINDOW XISTING W/1"X2" OVER SHINGLES TO V ! O REMAIN 0 z T.O. PLATE HEIGHT T.O. P..ATE HEIGHT I - ---- 36" HIGH RAIL PER KS coDE PROPOSED NEW ROOF O �— MXISTING FIRS-1— M 12 T.O. SECOND FLOOR T_0. SICOND FLOOR W u T.O. PLATE HEIGHT T.O. P-ATE HEIGHT _ moo_BILLQ4Ws— _$" T0_ WIND5 2"X10" ® 24" OC (3) 2"X10" EXISTING EXISTING EXISTIPIG EXISTING EXISTING EkISTING EXISTING EXISTING WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW LI5/4" WIN 5/4" WINDOW & DOOR SUR & DOOR SURROUNDS p (TYPIC (TYPICAL) I 100 (D ® m ® ® CN125 —IN -1N PROPOSED PERGOLA i T.O. FIRST FLOOR EXISTING SIDING EXISTING SIDING TO REMAIN TO REMAIN T.O. FIRST FLOOR EXISTING sIDING _ _ _ TO REMAIN 171 rLLL z ' P SIDE ELEVATIONE REAR ELEVATION r- - 3 SCALE: 1/4" = 1'-0" 4 SCALE: 1/4" = 1 '-0" Charles M . Thomas a r c h i t e c t WINDOW SCHEDULE D PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 2'-6" 3'-10" 2'-8" AlWINDOW KEY Ir 1r - PROJECT C - - D - - N m I 5-4" PROPOSED ELEVATIONS j ® O DATE; 1/18/21 PROJECT No. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DRAWING BY. CMT - CHK BY. GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM DWG No. WINTER ICE BARRIER FLOOD AIR MEAN a_ 00,� - SNOW DESIGN FROST Jl'; 2 9 `'' SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM - _ LOAD (MPH) EFFECTS REGION DEBRIS ZONE DFPTH CATEGORY WEATHERING LINE TERMINATE TEMP. REQUIRED INDEX F1 DR 5 20 PSF 130 NO NO YES B SEVERE 36" MODERATE 11 YES FROM 1998 599 TO HEAVY FIRM MAPS THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, ,AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Tz 0 32'-2" ARCHITECT 4'-0" 28'-2„ 28'-2" 8'-10" 10'-2" 9'-2" REVISION D E S C R I P T 1 0 N LINE OF WALLS BELOW LINE OF WHERE ROOF HITS FLOOR JOISTS — — — — — — — — — — — — — - - - - - - - - - - - - 12'-2" 2'-4" 4" 12'-4" 27r—-6R— CLOSET = U- I EXISTING EXISTING ^ N cn BEDRO M z PROPOSED CLOSET BEDROOM �, o o 0) STORAGE N 1 UNDER EXISTING ROOF °D 0 z © 0o M 4'-0" N ADDITION PROPOSED CLOSET ADDITION w x I BELOW NEW STAIR CLOSET r`>Ioo REMOVE EXISTING (V N 1'-1" o CHIMNEY @j iU) rIN O 3'-0" REMOVE EXISTIN � Z0 1 3'-0' I 6'-7" KNEE WALL cl o CATHEDRAL I I =� I I I I6 CHIMNEY ^ N ocN = _ — — — — — — — a CEILIN s I I I I I I LINE OF UPPER a N o STAIR — — — LINE OF 8'-0" CLG HT _ 0 0 oN I J SPLAY CLG SEE DET CLOSET ODVE EXISTING 'r D W 1 R REMOVE STAIR I _ _ _2"X10'_ _ _ DOWN PROPOSED — OR NEW STAIR ' JOlsrs — — CEILIN °mss BATH — — o tit- O 24" OC. o c� PROPOSED PANTRY F-I C = N BATH 00 O N Lip R ICR LAM HD I I I CLQ s T OM I I —I ° = 0 QU o _ _ _ EXISTING RIDGE BEAM �I_� T T 2 0 I M M o U ® 268 �o� Z I 2-6" 5'-O" 0 x � 2'-5" 'n'N°° / o_ 04 V I I I o N I W L L I—L _L L I—1 __L I I_J I .� -� H OO T I I M — _ / p_I N LINE OF 8'-0 CLG HT N v � � REMOVE STAIR MOVE EXISTING � — — a LINE OF 8'-0" CLG HT � � � " UP PROPOSED STAIR OWN / \ m a a o - STAIR DOWN PROPOSED CLOSET EXI TING MAIN ROOF FRAMING / IEXISTIN 1 \ SISTER ALL EXISTING 0 =I J = CIf o o z =i =I TO REMAIN off/ PROP SED 1 IATTIC \� FLOOR JOISTS — - - - - - - ' �� cn .,P�/ IUPPE FAMILY �� W Z X W I- ui J I F W 15'-r' E / (ROOM I \ Q EXISTING `r - - U- U X N O ¢ 3'-1DETECTOR = I I _ _ _ _ _ _ a KITCHEN ui ui EXISTING N i KNEE WALL/ -' -� \ 3'-1" KNEE ALL i N _p m V) BEDROOM N N e,I © MONOXIDE I U N -1' CARBON X 11'-7" O / p 1 DETECTOR p O N J I I \ z / 2"X10" RR o0 1 00 I— O i 2"X10" RR \ NN 0 IN N / ® 16" O.C. p p ® 16" O.C. L� 0 - W I PRO OSED I \ z O / J Z ADDI ION II Z CLOSET _ 3 J 12"X10" LG. JOIST J \ O MICROLAM HDR Oj w 16" OC.IR-49 IN UL. W f— W - o W REMOVE EXISTING a 0 FUR OUT FLOOR TO MATCH S SIN - S I I WALL C> S - L L I N 2 HEIGHT OF THE REMAINDER OF 2 j� 2 CV I I I cV 2 z A THE ROOM d ' n LINE OF WALL ABOVE — I I U U J O — — — — — MICRDL HDR N O LL =I i EXISTING o 0 =' FWG 068 O O LIVING ROOM Y N w LINE 0 EXISTING c\1 O C) - WALL LL BELOW cO 0 PROPOSEDLL = O BALCONY O 18'-2" 00 O z N M Z I �t u- � � n 0 o L E G E N D w W U I z `t - EXISTING 0 7' 6" ° TO BE REMOVED w 0 PROPOSED FRAME WALL W Z J EXISTING WINDOWS TO BE 9'-5' 9'-5" 2'-3" 2'-5- 2'-3" 1 L 2'-5" L 2'-5" 2'-10" 4'-2" 4'-2" 2'-10" 2'-5" 2'-3" 2'-5" REMOVED EXISTING DOOR TO BE REMOVED 4-8" 18'-10" 4'-8" 4'-8" 18'-10" 4'-8" \��/ 28'-2" 28'-2" FIRST FLOOR PLAN SECOND FLOOR PLAN Charles M . Thomas P P SCALE: 1/4" = 1'-0° 2 SCALE: 1/4" = 1'-0" a r C h I t e C t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT PROPOSED FLOOR PLANS DATE: 1/18/21 PROJECT No. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DRAWING BY. CMT CHK BY. GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM DWG No. SNOW DESIGN FROST WINTER ICE BARRIER FLOOD AIR MEAN ❑A _ 002_ 00 SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM LOAD MPH EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING LINE TERMINATE 2 OF 5 DEPTH (MPH) TEMP, REQUIRED INDEX 20 PSF 130 NO NO YES B SEVERE 36" MODERATE TO HEAVY 11 YES FROM 1998 599 FIRM MAPS THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. EXISTING " ARCHITECT &I REVISIONS D E S C R I P T 1 0 N 28'-2" EXISTING x 00 EXISTING 8" POURED CONCRETE FOUNDATION WALL ON 8"X16" POURED CONCRETE FOOTING Q Z �� Lo 1=o' � x I I I " w� wo w 4-0 ADDITION M 2'-0" 9'-6" 4'-0" ADDITION *10,. z - 7' 0" NEE WAL IN 0 p LINE OF PERGOLA ROOF ABOVE I I N C 10"X10" ACQ POST (WRAP PER z 1 0 N OWNER) 36" BELOW GRADE ON i1 0 iF7 N E W oINE F 8 -0" LG T 24"X24"X12" DEEP o FOOTING (TYP.) a 8" POURED CONCRETE FOUNDATION WALL ON 8"X16 POURED CONCRETE PROPOSEP — — J FOOTING MIN 36 BELLOW GRADE TO STAIR u I I o o I MATCH EXISITNG. o E ISTI GRI GET RE AIN _ _ �_ EXISTINADJUST FOUNDATION ACCORDINGLY TO I I ' rr 3 I N I I I I m EXI TIN MAI ROOF F AMIN FOUWDATMWTCH EXIST. FIRST FLOOR ELEVATION M ® 16" OC.o z 0 TO REMAIN wQ N z © LINE OF '-0" CLG HT w I L — — EXISTING STAIR o I TO BE REMOVED o? of zz 21'-10" 5'-0" 8" w zw cog Ln 0 O EXISTING I I i z w~ �, w o N d- 0 X � � I EXISTING w ` O O N F PERGOLA ROOF ABOVE BASEMENT N I I '-1" KNE WALL = I = -1" KNEE WAL c, LINE 0 I I �I MN I I J Lu J I— o o O W 2'-0" 13'-6 I I 1 w 1W I EXISTING POURED CONCRETE— I I 2E i "X1 " rr 2"X1 " rr J Q STEP AND LANDING I I ( 'S © 16 OC. z z 16 OC. Q Q �® z ELLJLJ J — z w O Y z `L 2 2 o4'-0" 4'-8" EXISTING 0 LL o-- ' LL FWG 068 u JD F o z m z N �— w I I I I PROPOSED BALCONY O W F- EXISTING 8" POURED CONCRETE I z FOUNDATION WALL ON 8"X16" POURED CONCRETE FOOTING 4'-8" 18'-10" 4'-8" LAYOVER NEW ROOF OVER EXISTING ROOF 28'-2" EXISTING FOUNDATION PLAN ROOF FRAMING PLAN Charles M . Thomas P P a r c h i t e c t 3 SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-O" PO BOX 877 JAMESPORT, NY 11947 (631) 721-7993 PROJECT FOUNDATION & ROOF FRAMING PLAN DATE: 1/18/21 PROJECT No. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DRAWING BY. CMT CHK BY. GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM DWG No. WINTER ICE BARRIER FLOOD AIR MEAN SNOWSPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROST DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM ❑A - 003- 00 LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING LINE TERMINATE TEMP. REQUIRED INDEX 13 OF 5 DEPTH 20 PSF 130 NO NO YES B SEVERE 36" MODERATE 11 YES FROM 1998 599 TO HEAVY FIRM MAPS THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TYPICAL ROOF CONSTRUCTION. ati @� ` AFRCHITIECT TYPICAL ROOF CONSTRUCTION ASPHALT SHINGLE ROOFING TO MATCH EXISTING ASPHALT SHINGLE ROOFING TO MATCH EXISTING OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 2"X10" ROOF RAFTERS 0 16" O.C. W/R-49 INSUL. RIDGE 2'X10" ROOF RAFTERS ® 16" O.C. W/ R-49 BATT INSUL. REVISIO D E S C R I P T I O N 12 RIDGE ___:7 EXISTING D ,-----TYPICAL CEILING CONSTRUCTION TYPICAL CEILING CONSTRUCTIO _>>> 2--1 1 2"x1o" CEILING JOISTS 2"X10" CEILING JOISTS ® 16" O.C. 2"X10" CEILING JOISTS 0 16" O.C. 1/22/20 NOTES ADDED PER ZBA 2 x10 R-49 INSULATION R-49 INSULATION G CEILING JOISTS 12 EXISTING ROOF 4 TYPICAL WALL CONSTRUCTIONTO REMAIN ®�6 MATCH EXISTING TRAY CSIDING TO MATCH EXISTING 6'-6" T.O. WINDOWS _ TO 8'--00"" „ �� 6'-6" T.O. WINDOWS PROPOSED TYVEK HOUSE WRAP 1/2 CD X PLYWOOD SHEATHING ON UPPER FAMILY 2"X4" WD. STUDS ® 16" O.C. R-21 INSULATION TYPICAL WALL CONSTRUCTION o ROOM o SIDING TO MATCH EXISTING o PROPOSED CO 3/4" PLYWOOD 3"X3" ALUM POSTS BY 'FEENY TYVEK HOUSE WRAP 1/2" CD X PLYWOOD SHEATHING ON UPPER FAMILY o I RIP 2"X4" ACQ (3 �" TO 0") RAIL' LAG BOLT PER SPEC AND " " T.O. PLATE HEIGHT to I SINGLE PLY RUBBER ROOFING POST COVERS AS SELECTED PER 2"X4 WD. STUDS ® 16 O.C. R-21 INSULATION ROOM UP 24" ON REAR WALL SI PLYWOOD OWNER � m STORAGE FUR OUT FLOOR TO MAT SINGLE PLY RUBBER ROOFING - 12 o Q I HEIGHT OF THE REMAINDER OVER 45# ROOF FELT RIP 2"X4" ACQ (3 1" TO 0") 8.5 13 = "� KNEE WALL MATCH OF THE Room DECKING (PER OWNER) N z HEIGHT FUR OOF THUT E OREMAINDER 0 M T.O. SECOND FLOOR — —LET IN 2"X6" ACQ NAILER Y THE ROOM _ _ _ _ _ _ _ _ _ T.O. SECOND FLOOR T.O. PLATE HEIGHT EXISTING FLOOR JOISTS X (�1 2 2X8"—®16 0 C. T.O. PLATE HEIGHT SISTER ALL EXISTING REMOVE EXISTING FLOOR JOISTS ATTIC FLOOR JOISTS '-8" T.0_ WIND O�y$__ OVER LIVING ROOM AND REPLACE EXISTING LEDGER 2��X10�� © 24�� OC LACE EXISTING FLOOR REMOVE EXISTING FLOOR WITH 2"X10' FJ JOISTS WITH (2) 2' JOISTS OVER EXISTING _ WITH (2) 2'X8' CSD 16' O.C. BOARD AND TRELLIS TO (3) 2"X10° 1-6 O.C. LIVING ROOM 4-�'�` WINDOd( REMAIN EXISTING EXISTING EXISTING EXISTING o EXISTING o EXISTING CLOSET CLOSET LIN. DL. BEDROOM CLOSET .1 EXISTING o 00 LIVING ROOM LIVING ROOM 00 Co 00 PROPOSED PERGOLA 0 T.O. FIRST FLOOR T.O. FIRST FLOOR EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS EXISTING M I I EXISTING BASEMENT — J BASEMENT o z O O E . z W � o I— z o (n Q O Q O s CROSS SECTION s CROSS S E C T I O N0 z 0 O SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" W N �- o L OO I U) z o /Z1 n Ld R TER TO WALL V)(14) 10d x 1 /2" FASTENER CS16 STUD TO BAND JOIST (20) 1O x 1 1/2" FASTENER ° o ° p'I MTS16 D35 PROPOSED MTS 12 UPPER FAMILY 0 ROOM ° 2"X10" FLOOR JOISTS SISTERED TO EXISTING FLOOR JOISTS ° = D 10 LTP4 ° LTP4 PROPOSED CLOSET Uplift connectors shall CLOSET TO BE bypass each other to EXISTING EXISTING 3'-1" ABOVE EXISTING O FINISHED FIRSTI LTP4, spacing as required for prevent cross-grain KITCHEN HALL FLOOR BATHROOMoo 3/4" PLYWOOD 3"X3" ALUM POSTS BY 'FEENY tension of band joist. SINGLE PLY RUBBER ROOFING shear. SSP spacing for uplift. RIP 2"X4" ACQ (3 >L" TO 0") RAIL' LAG BOLT PER SPEC AND UP 24" ON REAR WALL " PLYWOOD POST COVERS AS SELECTED PER OWNER RAFTER TO WALL Charles M . Thomas PLY RUBBER SILL TO RIM JOIST SPLAY CEIL I UPPER FAMILY` OVER 45# ROOF FELT UNDER CLOSET M o RIP 2"x4" ACQ (3 �" TO 0") SCALE: N.T.S. (12) 8d x 1 1/2" FASTENER ROOM iv , "X4" DECKING (PER OWNER) a r C h i t e C t EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS —LET IN 2"X6" ACQ NAILER PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 v EXISTING FRAMED FLOOR OPENING PROJECT EXISTING EXISTINGLIVING ROOM I BASEMENTto Ridge Beam PROPOSED STAIR DOWN Lil— I o to I " CROSS SECTIONS RIDGE RAFTER MSTA - II I°<I PROPOSED BASEMENT STAIR DETAIL n BALCONY CONSTRUCTION DETAIL-� DATE: 1/18/21- Simpson Strong Tie PROJECT No. SCALE: N.T.S. SCALE: N.T.S. WITH CEILING COLLAR TIES Q 32" O.C. DRAWING BY. CMT CS-20x18" MIN. WITH (7) 10d COMMON NAILS Simpson Strong-Tie CHK BY. PER RAFTER INSTALLED OVER PLYWOOD DWG No. n RIDGE STRAP TIE ADJUSTABLE HANGER FAI-FO-0-41-0 SCALE: N.T.S. SCALE: N.T.S. 4 OF 5 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.MSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7 o �� CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING — R 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE �' 1 j:; RAFTERS AND CEILING DEFLECTION *` n JOISTS OR APPROVED A j tm e';' t6TOP PLATES RAFTERS W/ GREATER L/18o ROOF TRUSS ..4. : SLOPES THAN 6 W/NO TOP PLATES WW MM FINISHED CEILING TOP PLATE SECOND STORY TOP PLATE— GYPSM BOARD INSTAL[ INSTUD TABLE 3.1 ATTACHED TO RAFTERS a SEE DRILLING AND 16d NAIL AT 24 O.C. INTERIOR WALLS AND H/180 . JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX Z SEE DRILLING AND SEE DRILLING AND MEMEBERS BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH DIAMETER 40% EXT. WALLS W/ PLASTER OR H OF STUD DEPTH WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL STUCCO FINISHE 5/8" MIN. TO EDGE 360 WFCM SECTION 3.3.1.1.1 1/3 SPAN 1/3 SPA 5 8" MIN. TO EDGE d NAIL AT 6" O.C. NSTALLED IN ACCORDANCE / WITH WFCM TABLE 3.1 EXT. WALLS-WIND LOADS L/240 -� ALL PANEL EDGES) WITH BRITTLE(b) FINISHES ° 'T 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADSL/240 5/8" MIN. TO EDGE FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE o FINISHES NOTCH MUST NOT EXCEED BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE —BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be OR BLOCKING SEE WFCM SECTION 3.3 permitted to be taken as 0.7 times the co WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte g BORED HOLES SHALL NOT w „ g purpose of the determining AND 3.3.1.4 BRIDGING �ALL NAIL E 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60%BEARING PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE WALL CROSS SECTION OF CUT OR " of the cantilever. DOUBLE AND NO MORE THAN TWO 5/ MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED cD LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not BAND JOIST —BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of Zp OR BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall c� 16d NAIL AT 24" O.C. INSTALLED WFCM TABLE ORDANCE WFCM 2015 SBC HIGH WIND EDITION °t exceed L/,2D TABLE R 301.2.2.2., WFCM 2015 SBC HIGH WIND EDITION w SILL PLATE � JOIST ,o 0 S E C TI 0 N 3.4.3.1 .1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF CRAWL SPACE ° 8d NAIL AT 6" O.C. ON ALL SECTION 3.4.2.1 .1 FIGURE 3.3 A OR BASEMENT � SUBFLOOR � FRAMING MEMB RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION ° MONOLITHIC EDGES AND 12' O.C. ON ALL ROOF/CEILING ROOF/CEILING LLf SLAB—ON—GRADE (b) INSIDE CORNER DETAIL FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING NOFORINEX EBEARING R OR ANDORAD LIMITATIONS ROOFONLY 1.0 1.2 BEARING WALL AND INTERIOR ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS NON—BEARING WALLS: R602.6 (1 ) & (2) FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) LATERAL BRACE AT 6' O.C. � N TYPICAL WALL, FLOOR & ROOF FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTEDUj o WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS (n Uj W N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATEI ;41 TRUSS OR CEILING JOIST 0 W FASTENER SPACING inches FSEE STUD TO RAFTER z FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A—A C PLE TUD PICAL TR STUD TO STUD DETAIL GABLE END TRUSS TYPE < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL RON RED -'RS Q 0 < 6 FEET < 8 FEET 1/2" SPACINGS A A � U ALLOWS E CH SIDE N0. 8 WOOD SCREW HOLDDOWN ' 10-8d 0 ANCHOR WITH 2" EMBEDMENT 16 10 8 INSTALLATION NAILS HEADER STUDS FULL LENGTH 5d COOLER NAILS AT 10" O.C. 0 Q LENGHT DOUBLE A A WA STUDS sTUr H DW D (MINRE o NOTE: 2"x4" BLOCK NAILED TO EACH A� Ao o CORNER STUD CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 16 12 9 HOLDDOWN o TRANSFER SHEAR TYPIC',L AT EACH END OF HEADER AND ANCHOR WITH 2" EMBEDMENT " (HDU) ° ° CONN CTOIIS AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD z LENGHT NOTE: SIMILAR REQUI ED N UP ADDITION TO CONNECTORS AT 0 W o ° CONNECTION AT EA=SIDE SIDE CR NUR R WALL STUDS AND AT TOP AND 5d COOLER NAILS AT 7 O.C. ° FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP W 0 2-16d COMMON 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL A o NAILS AT6'D.. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS o 0 LIE LENGHT ITH 2" EMBEDMENT ( WFCM FIGURE 3. 6 CONNECTIONS FOR OPENINGS Q W SUBFLOOR 8d NAIL AT 4 O.C. ENDWALL STUDS Lij a. THIS TABLE BASED ON 180 MPH WIND SPEED'S AND A 33 FOOT MEAN ROOF HEIGHT. I � FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST ZD w12" MAX. ( WFCM FIGURE 11 c. ANCHORS SHALL PENETRATE: THROUGH THE EXTERIOR WALL COVERING WITH AN "' o NAILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. , , CD ,L SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. ,_,., o TOP PLATE U w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING JPROVIDE RAFTER TO VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT : ~ H NO CEILING CENTER 2x BLOCKING RIDGE HANGERS IF RIDGE TENSION STRAP LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT DIAPHRAGM USE 8-8d COMMON NAI S o .y��' H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1 -1 4�' o WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° ° o EXC ED 15 FT. AX. EXCEED 40 FT. MA . 15/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP ~ N (HDU) WN ° o CORNER STUD , ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW g Z (HDU) o o CONNECTED TO ROOF RAFTER o o TRANSFER SHEAR BASED ON SHEARWALL REQUIREMENTS Q o ° FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING 0 20 GA. STRAP— DOUBLE E PREFERRED METHOD RAFTER Q Lv STUD (MIN.) AR JAR 4 WIDE MIN. HOLD DOWN 8d NAIL AT 12" O.C. ON a W/(8) 8d NAILS ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGESCr WINDOW AND DOOR OPENINGS: GYPSUvI BOARD Z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM PHD5 W RIDGE BEAM FLOOR TO FLOOR 16d NAIL AT � +jM 24" O.C. RIDGE TENSION STRAP DETAIL CZ CONNECTION ° TABLE R301 . 5 NOTES N FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA.AREA HOLDDOWN USED O O.C. (ALL PANEL APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN T A B L E R 3 01 . 5 / LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES ECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND _C" NAILS EDGES S) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE ..� r- RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES OR WHERE THERE ARE NOT TWO S i m p s o n Strong — Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-Bd TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 31 (T . OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) T loot00000- 8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A35— Chimney Fra m i n g , 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT CONNECTION �) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOADUSE LIVE LOAD 3 ROOF R RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. cc 4-8d TO PLATE GYPSUM BOARDc. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE Co 1 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND SIMPSON STRONG TIE HDU CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE "' * NOTES: 6 O.C. (ALL EXTERIOR BALCONIES 40 CI) W 3 SCALE: N. T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SID WALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT EDGES) ANY POINT ALONG THE TOP TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ° DECKS 40 (� NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL WALLS. PASSENGER VEHICLE GARAGES 50 SII * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN HANDRAIL) GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o ® NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m (TABLE 3.1, WCFM 2015 24 O.C. ATTICS WITH STORAGE 20 " NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE o � Q LOAD REQUIREMENT. r[vt � HIGH WIND EDITION) w g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 ® SECTION R 8d NAIL AT 6" O.C. ON Z CONVENFOR TIONAL ONAL CEIL NG JOISTS A DRAGE PER FOOTNOTE b. E SECTION R802.180 080 0.62E RR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AND (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO 12 O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE 2 C O R N E R B R A CIN G D E TA I L TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: 0. ° EXTERIOR C0RNER FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND . SCALE. N.T.S. 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong — Tie 2:12. HDU h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 4 WFCM 2015 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the 2 WFCM Z� 015 ��--•-- � HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC published b The American Forest and Paper Association. Non- Structural lements NAILING SCHEDULE= CONNECTIONS RESISTING UPLIFT LATERAL & SHEAR LOADS P y T GENERAL N 0 T E S: MAX. ANCHOR BOLT SPACING (INCHES) are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be erformed in accordance with all state, �°r• 1' RESISTING SUPPORTING For the Climatic and Geographical Desi n Criteria, see Table R301.2 1 on P z, �? NUMBER OF NAILS g O municipal, local zoning and building codes and ordinances JOINT DESCRIPTION NAIL SPACING 5 s' ANCHOR BOLTS 39 sheet no. 1 Er COMMON NAILS 1 - FLOOR / having jurisdiction and best standards of construction ya: > All non engineered lumber to be Douglas Fir#2 or better LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 26 practice. RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLEI 3. Wind Limitations-Section R301.2.1 The American Institute of Architects Conditions shall apply Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work performed on this project. 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED 1HE Protection Fastening Schedule For Wood Structural Panels 2. The Contractor Shall verify all conditions at the site. Any L`• LV CEILING JOIST TO TOP PLATE TOE-NAILED 4-Sd PER JOIST LESSER OF THE TABULATED. g ) 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, discrepancies must be brought to the attention of the Architect .. Live Load-Section R301.5 9-16d EACH LAP prior to commencement of construction. The Contractor shall be CEILING JOIST TO PARALLEL RAFTER FACE-NAILED Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Minimum Room Area-Section R304 except for hidden job conditions. z Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and o COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period BLOCKING TO RAFTER TOE-NAILED Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, a Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety WALL FRAMING Means of egress-Section R311 precautions and programs in connection with the work, and he o' Landing-Section R311.3 shall not be responsible for the contractors failure to carry out v Ramps-Section R311.6 the work in accordance with the construction documents. The TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1 PER FOOT TOP PLATE AT INTERSECTION FACE-MAILED 4-16d JOINTS - EACH SIDE St❑irwa y- Section R311.7 Architect shall not be responsible for the acts or omission by � Handrail-Section R311.7.8 the contractor No changes shall be made in the documents Lei 2-16d 24' O.C. Guards-Section R312 STUD TO STUD FACE-NAILED and/or the building as designed without the expressed written a Smoke Alarms-Section R314 consent of the Architect. 16d 16 O.C. ALONG EDGES 5. The contractor and all subcontractors shall maintain continuous Carbon Monoxide Alarms - R315 HEADER TO HEADER FACE-NAIL Foam plastic-Section R316 insurance coverage statutory policies (Worker 2-16d PER 2X4 STUD Flame Spread and Smoke-Section R315 Compensation, etc. and general liability TOP OR BOTTOM PLATE TO STUD (END-NAILED) In R316 less than $ 5 million and automobile liability and damage z 3-16d PER 2X6 STUD P ) g yin an mount not cn 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 0 Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be r-n FACE-NAILED 2-16d (SEE NOTE 1,2)1 PER FOOT Protection Against Decay-Section R317 named insured on any and all policies. > Li Protection Against Termites-Section R318 6. Provide 0.025" of ❑ meatal shield, other than aluminium, over fibrous FLOOR FRAMING Site Address-Section R319 insulation at all perimeter sills. JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized Elevators and Platform lifts -Section R323 or pressure creosoted. BRIDGING TO JOIST TOE-NAILED EACH END 2-8d Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED'i 3-16d EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM TOE-NAILED found upon excavation, 11. All electrical work to be in accordance to the rules and 0 BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is to be presented to the Owner at the completion of the job. N BAND JOIST TO SILL OR TOP PLATE TI)E-NAILED) 3-16d PER JOIST Foundation Notes: 12. Plumbing Installation to comply with State and Local codes I- W 0 ROOF SHEATHING 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. bi 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. 00UJ N STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 6" EDGE / 6" FIELD Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York 16"x8" poured concrete wall footings, 3000# test Energy Conversation Construction Code. All glazed area to be double glazed and all exterior door to have insulated cores. 8d 6" EDGE 6" FIELD 2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"x11 7/8" Power Beam) glazed The insulation protection as indicated on these plans exceeds s. z W GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG 4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL Ol1TL00KERS Sd 6" EDGE / 6" FIELD Damp proofing at exterior foundation below grade-Section R406 16. These the nd drawings ngs andnimum aspecf cation are instruments of service and >>- 1: Q c Sd 4" EDGE 4" FIELD 30"x30%12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for > 0 GABLE ENDWALL RAKE OR RAKE TRUSS, W LOOKOUT BLOCKS / CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used ,Q CEILING SHEATING Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. " EDGE 10" FIELD 17. Architect has not been retained for site supervision, on-site U GYPSUM WALLBOARD 5d COOLERS 7 / Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q WALL SHEATHING All footing to be carried down to undisturbed soil contractor or local building department. No footing shall be set higher than a 30 degree angle from any other footing STRUCTURAL PANELS STUDS SPACED IJP TO 16" OC 8d 6" EDGE / 12" FIELD Pour no concrete on frozen ground or in freezing water. 0 J J Provide 3 1/2' steel lally columns. Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently CC braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS G Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND z Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 Ld Fireblocking - Section R502.13. z Q ANCHOR BOLTS IN FOUNDATION USE: Ll.l Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie UJ - 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING Q (� Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 Q Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER W 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-1Od x 1 1/2" ry FLOOR SHEATHING Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END Wallfroming and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: STRUCTURAL PANELS WFCM, Table 2 and Section 4 SSF CONNECTOR AT 16" O.C. NOTE' 1' OR LESS 8d 6" EDGE / 12" FIELD 1x6 fascia, wrap Overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING lOd 6" EDGE / 6" FIELD AI yl num guttersandleaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG GREATER THAN 1" TS Tyvek housewrap. MTS 36, 16" O.C. BOLAT 16" ON CENTER 1/2" plywood she❑ting, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH ENO 2x4x Studs 0 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition USE (4)-8d NAILS AT EACH END Simpson Strong-Tie o 1/2" MR GWB in wet areas Sim RAFTER TO STUD CONNECTION USE: p g O At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER U210 2X6 I- N of section R310. USE 8 16d NAILS AT EACH END Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST z figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER SIMPSON STRONG - TIE Follow exterior corner framing detail figure R602.10.5 4-10d x 1 1/2" 0 1 1 /4" COIL STRAP - DECK POST TO CONCRETE CONNECTION USE: 99 Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST 16 O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) z Underlayment application (Section R905.2.7.)noiling see table 3.8 DECK POST TO GIRDER CONNECTION USE: NAILS AT EACH STUD SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < » SIMPSON H-8 USE W/ONLY s MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL ANCHOR BOLT (14 ) percent slope), o GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ) p g 4- 8D TO PLATE PLATE IN MTS12 ® EACH JOIST 0210 2X6 (EVERY STUD) STUD TO SI 7" MINIMUM EMBEDMENT underlayment ��° shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: p•e AT EACH DECK/PORCH JOIST ATTACH T (SEE ANCHOR SCHEDULE, ON DWGS A-3.1 AND A-3.2) of underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 (ALIGN WITH JOIST BELOW) .� hold in place. PORCH POST TO GIRDER USE: PS720 � SIMPSON Startingat the eave apply 36- inch wide 914 mm sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: HDU � PP Y ( ( yment, • overlapping H2.5A AT EACH ROOF RAFTER (14) SDS Y" X 3" WOOD SCREWS o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1Od x 1 1/2" ' ° 7" MIN EMBEDMENT "a For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH DECK LEDGER N (SEE FOUNDATION PLANS A-3.1 AND ° Ice Protection (Section R905.1.2) °° •� °s° A-3.2 FOR LOCATION) �- • •�� °• • ° Underlayment in High wind (Section R905.1.1) CONNECTIONS M c 'a co eD 'I (MINIMUM DOUBLE STUD) ° SIMSON ST ()NG - TIE Flashing (Section R905.2.8) O STU Y2 BEARING PLATE A ,° • ca At,. � �I ° » » Chimney and firespaces - Chapter 10 � 1 1/4" COL STRAP - 16 O.C. Energy Efficiency - Chapter 11, see attached report �' ° • °D �� USE 4-8D PIAILS ® EACH STUD, Mechanical - Chapter 12 DOUBLE 2X MIN. o, ° •� u, , i D .'° ••'a�°D e tl' Lia A' 4. . ° General Mechanical System - Chapter 13 FOR HEADER OR 'N ° • Heaitng and cooling equipment - Chapter 14 BEAM {A b' o° c a °• afl" a � ll Exhaust Sustem - Chapter 15 D .'°�/�' ;�• , ,°• 1°•• �' e DDuct System - Chapter 16 .� z . ° DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie 16 11� ��o °°AIN Chimneys and Vents - Chapter 18 AC4 c c xa a Plumbing - Part VII AT EACH POST o SSP e i' SEE PLAN -THE Flood Zone - 301.2.4 cn 1 3/4" IMUM ° I e .•s- ° w EDGE DISTANCE 44 9' o FLOOR TO FLOOR °• ° HEADER LSTA21 I •: D Simpson Strong-Tie CONNECTION KIR; STUDS CS20 1'/a" COILED Y2" THREADED ROD i STRAP. MIN 12" REQUIRED FOR STU 1/2 J*: STUDS OVERLAP AT EACH CZ L SIMPSON STRONG - TIE 1 1 /4" COIL STRAP - SIMPSON STRONG-TIE I sTuO -� on / H2A SIDECOVER CNW NUT COUPLER 0art 16" O.C. USE 4-8D AT EACH ROOF tV NAILS AT EACH STUD RAFTER USE 8-16D � I � MIN EDGE JACK 0 SIL or �® b DISTANCE* MIN OVERLAP IS 12 NAILS AT EACH END, .. .. . e 12" MIN OVERLAP PER RT2.5 ••- COMPONENT STHD8 vp &° d.1�' Cr ' MIN EDGE SHEET N0. STUD TO ROOF RAFTER °" �° `' }'��•'•4'' FLOOR TO FLOOR Simpson Strong-Tie DISTANCE* WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING FORAB *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12" CONNECTIONS- AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR SILL PLATE TO RIM JOIST AND FRAMED OPENING EXTERIOR WALL CANTILEVER CONDITION INSTALLATION RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS