Loading...
HomeMy WebLinkAbout1000-128.-2-22 I OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex 14) P.O.Box 1179 54375 State Route 25 Wk_ Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) r� Q. Telephone: 631 765-1938 Southold, NY 11971 � dim. � LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date July 29, 2024 Re: LWRP Coastal Consistency Review for ZBA File Ref RICK NAPPI#7928 SCTM No. 1000-128-2-22. RICK NAPPI#7928 - Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's January 29, 2024,Notice of Disapproval based on an application for a permit to obtain a Certificate of Occupancy for the demolition (per town code definition) and the construction of a new single family dwelling; at; 1) located less than the code required minimum front yard setback of 35 feet; 2) located less than the code required minimum side yard setback of 10 feet; located at: 5218 Peconic Bay Boulevard, (Adj. to Great Peconic Bay) Laurel,NY. SCTM No. 1000-128-2-22. The proposed action has been reviewed to Chapter 268,Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, the proposed action is EXEMPT from LWRP review pursuant to: § 268-3. Definitions. MINOR ACTIONS item"F"which states: F. Granting of individual setback, lot line and lot area variances, except in relation to a regulated natural feature or a bulkhead or other shoreline defense structure or any activity within the CEHA. Pursuant to Chapter 268,the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Paul DeChance, Town Attorney BOARD MEMBERS ��OF SOUj Southold Town Hall eslie Kanes Weisman, Chairperson �� 1p L- 53095 Main Road• P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes apt Town Annex/First Floor, Robert Lehnert,Jr. D�,Y 54375 Main Road(at Youngs Avenue) Nicholas Planamento CoO +� Southold,NY 11971 http:Hsoutholdtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD April 9, 2024 Tel. (631) 765-1809 Mark Terry, Assistant Town Planning Director LWRP Coordinator Planning Board Office RECEIVED Town of Southold Town Hall Annex APR 0 9 2024 Southold, NY 11971 Southold Town Re: ZBA File Ref. No. # 7928 —NaPp Rick Planning Board i� Dear Mark: We have received an application to obtain a certificate of occupancy for the demolition, per town definition, and construction of a new dwelling. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-51) is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson By: Encl. Site Plan/Survey: NY Land Surveyor PC, last dated February 20, 2024 Public Hearing Date: August], 2024 FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTH OLD,N.Y. NOTICE OF DISAPPROVAL DATE: January 29,2024 TO: Gary Bechhoff(Nappi) 87.0-1.Marconi Avenue Ronkonkoma,NY 11779 Please take notice that.your application dated January 19;2024: For permit 10.;Obtain a C O for the demolition der town.definition.and-c-onstruction, -.a new dwelling at: Location of property: 5218 Peconic Bay Blvd.Laurel,NY County Tax Map No. 1000—Section 128 Block 2 Lot 22 Is returned herewith and disapproved on the following grounds: The-construction on this nonconforming 10.890 sq ft.parcel:in the_Residential_R-40..is not permitted,pp suant to Article'=—ft Section 2$0-124 which states: lots measunng less than 20.000 scLuare feet in total size require a front yard setback.of.35 feet,and.a minimum side vard,-setback of 10 feet. The construction has a front yard setback of 33 5 feet and-a side-,yard of'8:5 feet.. The construction was completed with the benefit of a building_permit(39850).,as well as ZIBA approeal fpS�8) _While thebuildin permit`liad'been renewed.:ririor' zonina a roval has ex iced. Authorized Signature Note-to Applicant:-Any change or deviation to the above referenced application may require further.review by, the Southold Town Building Department. CC: Me,Z.B.A. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No._521 Street 4 Gol11C 13ny 51yd Hamlet La U t e-l SCTM 1000 Section: 12$ Block: 2 Lot(s) 22 Lot Size: 1 $q Zone V-40 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED i 12q 124 BASED ON SURVEY/SITE PLAN DATED -zF /(0 Owner(s): IZtGI- KIC221 Mailing Address: Cl LA Court QQSt SaQL kL-Cl 1E+33 Telephone:51lo-Scb-q-ftax: Email: r%0410pp I"(Pernal I -Co," NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person `,whhoo agent represents: Name of Representative: Claw ��C�1�'ly OTT for Owner( )Other: Address: -ej-%b-` KAOIrcorit &Ve P-onVony-rJ lC1 Telephone:5b3%-z% ax: Email: 9ary@�'gbCor)StrUchor) -0�9 Please check to sped who you w .risp correspondence to be mailed to,from the above names: ( )Applicant(Owner(s), 9kAuthorized Representative, ( )Other Name/Address below: WHEREBY T�BUILDING INSPECTOR REVIEWED SURVEY/SITE LAW DATED �I LO 124' 15 and DENIED AN APPLICATION DATED i FOR: ( )Building Permit Certificate of Occupancy ( )Pre-Certificate of Occupancy ( )Change of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Sub ection of Zpning Ordinance by numbers.Do not quote the code.) Artic i(A 11 �CrnWl 2 >O-111Q�d Article: Xx I I I Section: 2rbO Subsection: 124 Type of A eal. An Appeal is made for: A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Request for Reversal or Overturn the Zoning Officer's Denial Other A prior appeal W has, ( )has not been made at any time with respect to this property, UNDER Appeal No(s). Year(s). 2.016 d 20%tD (Please be sure to research before completing this question or call our once for assistance) Page 2,Area Variance Application Revised 6/2023 REASONS FOR APPEAL (Please be spec rk,additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: Nonconforming bulkhead,front yard and side yard setbacks of one and two story dwellings are a characteristic of this neighborhood per the Findings of Fact/Reasons for Board Action on ZBA#6828 dated November 19 2015. 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance,because: The dwelling pre-exists in its present non-conforming location and will require variance relief as per the Findings of Fact/Reasons for Board Action on ZBA#6828 dated November 19 2015. .The relief is not mathematiiccally substa tial requested repre enting 4%relief substantial tbhe code for front yard setback.While 15%for side yard setback the pre-existing dwelling is not parallel to the subject side property line which creates a non-conforming single side yard setback to only a comer of the dwelling and this side yard setback increases along the side property line to a conforming setback.The 27%relief from code for the bulkhead setback is mathematically substantial,however there are other dwellings in this neighborhood that have similar and lesser setbacks to the bulkhead per the Findings of Fact/Reasons for Board Action on ZBA#6828 dated November 19 2015. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: 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 per the Findings of Fact/Reasons for Board Action on ZBA#6828 dated November 19 2015. The applicant purchased theas the alleged lafter the Zoning self was in sffect 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 per the Findings of Fact/Reasons for Board Action on ZBA#6828 dated November 19 2015. • Are there any Covenants or Restrictions concerning this land? (x)No { }Yes(please furnish a copy) • This is the MINEVIUM that is necessary and adequate,and at the same time preserve and protect the . character of the neighborhood and the health,safety and welfare of the community. By signing this document,the PROPERTY OWNER understands that 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 Sled with the Suffolk County Clerk,within three(3)years from the date•such variance was granted. The Board may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Signature of Applicant or Authorized Agent (Agent must submit written Authorization from Owner). EDEIBORAH 7 CONNEIM Sworn to before me this daypt1BL1ASrATnoFNEWY0R& of 20 jMcd1nNassauCoemt9ioa Expires December�'Z02S Zoning Board of Appeals APPLICANT'S PROJECT DESCRIPTION APPLICANT: C-ia ry&ChhdW fbr P-1Ct-!AW+ SCTM No. 1.For Demolition of Existing Building Areas Please describe areas being removed: H.New Construction Areas(New Dwelling or New Additions/Extensions): C Dimensions of first floor extension: Dimensions of new second floor: �p Dimensions of floor above second level: Height(from existing natural grade): Is basement or lowest floor area being constructed?If yes,please provide height(above ground)measured from natural existing grade to first floor: e III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: 6 Number of Floors and General Characteristics BEFORE Alterations: Number of Floors and Changes WITH Alterations: Q e IV.Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: Proposed increase of building coverage: Square footage of your lot: Percentage of coverage of your lot by building area(lot coverage) Gross Floor Area(GFA)of single family dwelling including the attached garage and/or habitable detached accessory structure:(Please refer to Chapter 280,Section 280-207 of the Town Code): For Residential lots,is project within the allowable S Plane?(Please refer to Chapter 280,Section 280-208 of (� the Town Code): V.Purpose of New Construction: VI.Please describe the land contours(flat,slope%,heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): Describe on separate page if needed: Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. Revised 6/2023 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject prerpipes,currently listed on the real estate market for sale? Yes ]\o B. Are there any proposals to change or alter land contours? X No Yes,please explain on separate sheet. C. l:)Are there areas that contain sand or wetland grasses? 2.)Are those areas shown on the survey submitted with this application? 3.)Is the l,property bulk headed between the wetlands area and the upland h ildi�? V' 4.)If y u'r propertycontains wetlands or pond areas,have you cone cted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction? Please confirm status,of ur inquiry or'application with h Boar of Trustees: fie c�F� ;ate IIssl If issued,please,attach copies o yourpemmit listing conditions of approval with a copy of the approved survey. D. Is there a depression,or sloping elevation near the area of proposed construction at or below five feet above mean sea level? E. Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? C(i If any of the aforementioned items exist on your property,please show them on a site plan. F. Are there any construction projects currently in process on your property? no If yes,please submit copy ofyouurbuilding permit and-survey as approved by the Building Department and please describe.scope of work: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premnises. If none exist,please apply.to the Building Department to obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining_or close to this parcel? no If yes,please label the proximity of your lands on.your survey and identify the Suffolk County Tax Map No. I. Please list res l t use or perationsond ted at your property,and/or the proposed use J. (examples:existing sing family,pro d:same with garage,poqJ or other) ;- _d Authorized signsqre Date Glena Goldsmith President �QF so�jy Iowa Ho1lAaiieic. A Nicholas Kru sk+.Vice President O� O 54375 Route 25 _ P 4. P.O.Boa 1179 Eric Sepenaski Southold,Now York 1i971 ' Liz Gilloa]y` • �=: e h e 631`765-1892 s Elizabeth.Peaples �o Te1Faz(631)765-6641 i BOARD OF TOWN TRUSTEES c TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #21.15C Date: Ianuary 4.2024 THIS CERTIFIES thatthe:deiholition'of existirie dwelling with foundation;tb remain,• consiCtis t a two-story_(1 140sq fL first floor,786 2S ft"second t1_J dwellina with a 1103so ft secondstoiv deck onto foundation remove and reconstruct concrete stoop on southeastcorher of dwelhne-•add, two(2)cellar-windows ainvaj s.to south.side of foundation:and install,F�utters to leaders to drvwelts:to contain nmbf-, At 5219 Great Peconic Bav-Blvd,Laurel Suffolk.County Tax Map#1000=128=2'-22 _ Conl'orms'to the application for ta'Trustees Peftit heretofore fled in this office Dated September.2::2015 pursuant to which Tfustees Wetland Permit 08712 Dated Dece lre 16 2015 was issued and conforms to all of the - - requirements:and•conditions ofthe,applicable provisions eflaw. The project . for which this certificate is being issued is for the;deinolition of existing_dwelline with foundation to remain construct a two-o-story(I 140ss f1 fast floor-386 23sg-ll.sccond.floor)dwelliffe with a 110 Ssa R second story deck onto foundation,•remove and'reconstruct concrete stoop on southeast comer of dwelhng add two(2)cellar windows airways to sautli side of foundation•and install eutmm to , leaders to drywells to codEfln:runoff, The certificate isissued to Rick Na i.owner of the aforesaid;property. } Authoriz W 'Signatures V l' rtr, • ...sfdu'S�.- a �J ^-< -,!$ ,'yZnifc7�' �s:77L' sL+.. .. n ,n� a�Dffig„7rrd.." .' r. ✓a+ :' 'tirt:^<'.a�'Slz.r_...3.,,-.:Es, •a.._.,.a.•3.:.u:Sri :.t. .,. ^at�i .€z.,tis2itec.._m._x .a'"..:. Y a BOARD OF SOUTHOLD TOWN TRUSTEES -SOUTHOLD;NEW YORK PERMIT NO. 8712 DATE: DECEMBER 16,2015 ISSUED TO RICK NAPPI { 1 PROPERTY ADDRESS: 5218 GREAT PECONIC BAY BOULEVARD,LAUREL W SCTM#1'000428-2-22. j a�- •ar ..� - - - I'3 ��F.1.1.. ~-` AUTHORIZATION t - Pursuant to the'provisions.of Chapter 275 of the Town Code of the Town of Southold and-in accordance'with the Resolution of the Board of Trustees adopted.at the meeting held on December 16,2015; ` and in consideration•of application fee in the sum of'S$ 00.00 paid by Rick Napa and subject to the Terms and Conditions as stated in'the_Resolution,theSouthold Town Board of Trustees authorizes and permits the \ following: Wetlan Per`mit'for deni'lition of existing,'dwellingwith foundation-to remain;-# ' r � constrict a'two-sto"ry(1;1405q.ft first floor;786.25sq:ft. second,floor-) dwelLng with a �r 110.5sq.ft. second,sto. deck'onto foundation;remove and reconstruct concrete stoop on southeast corner of dwelling;add.two,(2) cellar windows airways to south side of , foundation; and-install gutters-to leaders to drywells to contain runoff; and as depicted � r on:the site.plan prepared-by LPA Architects,LLP dated November-10,2014, and stamped approved on December 16,2015: . . IN,WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed; } and these presents to be subscribed bya majority of the said Board as of this date. J unpc; F. MCI — Absent o Copi ' :� � no�.T.:1,7-,n.-'�3'�,^_F.^nx:'rF�:U'u'�,rSr_r:^w;.'�v'7?a7rr..s��'2u:s7t:r,r .:ra, n;.n7i'ri2.,:..dS:5;2T'.fi:v:.wr„—�i -•--^-.^^r.SLismri;�<-ca:»'r::,2S�.�5'•-.v'�:r�i•..•o-u2��.�:,,"�i4,,, ti�� t c�'. �... �� ,tom mm�/' � '.!'� ^p,,,,,„••,,,, 1` .2,et..py�y � � �i �a�`"�--""''.+yr iy .•c„�r'res� .r2„'�•^.?.., y ri ' s^'77•a,�__ �� ,p�1.,...=.r�i�i tiN�,� /1 a ^ �'tl� �.`i�2:� 4:ti � a r ,Ry�ar. J srr 1i4 ri^'T *a��.I J ;....e+r e� rX OS-.. ���'::�'3�4 `... ,.L!�/f�.yp��,,•:�. r.§r` _-- yr.K,- - .......;. .. rt..� ,�.„.,,,• _. -^�_....,_- � ` , TERMS AND CONDITIONS i. The Permittee Rick Napo residing at 5218 Great Peconic Bay Boulevard.Laurel.New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense,defend any and AU such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if,in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title,or interest in real or personal property held or vested in a person not a party to the permit. New York State.Department of Environmental Conservation Division of:Environmerital'Permits,Region 1 50 Circle Road,,•SUNY.@ Stony Brook, Stony Brook, NY 11790-3409 Phone: (631)444-0365-•Fax: (631)444-0360 - Website:.www.dec.ny.Qo\t LETTER OF NOAURISDICTION' January 9, 2015 Mr. Rick Nappi 5 Hamilton.Place Lakebrove, NY 11755 Re: Application #1,-4738-04381/00001 5218 Peconic^Bay Boulevard, Laurel =SCTM#1000=128:-2=22 Dear Mr. Nappi: Based_on the information you submitted the. Department of Environmental'Conservation has determined that the.existing bulkhead is-functional, more than 100 feet in length and-was constructed`before August 20 1977,as-shown on TW IR258. Therefore, the property landward of the bulkhead is beyond-,Tidal-Wetlands Act (Article 25)jurisdiction and no permit is required for work landward of this structure. Be advised,no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a .permit: It is your.responsibility to ensure that.:all.precautions are taken to prevent any :_sedimentation,or disturbance within Article 257 jurisdiction which may`result from your project. Such precautions may include.maintaining adequate work area between the jurisdictional-boundary-and your project (i'.e. a 1:5' wide construction area)-orerecting a temporary4ence, barrier, or hale bay berm. This-letter shall remain valid unless site conditions change. Please:note-that this letter does not relieve-you-of the responsibility:of.-obtaining-ainy necessary permits.or approvals.from otheragencies or local municipalities. Sincerely, _ark Carrara Permit Administrator cc D: Jannuzzi BOH-TW File BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson O��Qf So�ryo� 53095 Main Road•P.O.Box 1179 Patricia Acampora Q Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,Jr. ei+ ae Town Annex/Fast Floor Nicholas Plaaamento 20 �� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 December 13,2023 Rick Nappi 5218 Peconic Bay Boulevard Laurel,NY 11948 RE: Appeal#6828 Nappi 5218 Peconic Bay Boulevard,Laurel SCTM No. 1000-128-2-22 Dear Mr.Nappi; We received your correspondence,dated November 15,2023,requesting an extension of the above , referenced Zoning Board of Appeals' determination dated February 19,2015,amended November 19, 2015,which had expired on February 19,2018. Your request was not done in a timely matter pursuant to Section 280-146(B)of the Southold Town Code and cited in the Determination,which reads,"the Zoning Board of Appeals,upon written request prior to the date of expiration,may grant an extension not to exceed three(3)consecutive one(1)year terms. Please be advised that even if all extensions were granted,the variance would cease being valid on February 19,2021. In your correspondence,you have indicated that you are now in the process of obtaining a Certificate of Occupancy. According to the Building Department inspection records,certification from licensed professionals,additional agency approvals,and amended plans are still outstanding. During our December 7,2023 Regular Meeting,the Zoning Board of Appeals denied your request. Should you wish to continue with the proposed improvements,you will need to apply for variance relief with a new application and a public hearing. Please contact our office if you have any questions or concerns. S. ly, Q L ie hairpers�eisrnari cc: Building Department OF 50Glyolo ` * * TOWN OF SOUTHOLD BUILDING DEPT. �caurmae�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:i CJAhpY6dv'l � i(vvvx 44k KL4-f () C37 I�i +AU e, At s41 V 4 c DATE _Ulc1bD2,3 INSPECTOR BOARD MEMBERS Southold Town Hall a sour Leslie Kanes'Weisman,Chairperson �� Hp 53095 Main Road•P.O.Box 1179 Southold,NY11971-0959 Eric.Dantes Office Location: Gerard P.Goehringer G, .; Q Town Annex/First Floor,Capital One Bank George Horning 54375 Main Road(at Youngs Avenue) Kenneth Schneider �'YCQ�M+(,� Southold,NY 11971 REI http://southoldtown.northfork.net ZONING BOARD OF APPEALS No 2 4 2015 TOWN OF SOUTHOLD , Tel.(631)7 �60InA654809•Fax'(631)765-9064dpr FINDINGS,DELIBERATIONS'-AND DETERM NATION MEETING OF"FEBRUARY 19,2015 MEETING NOVEMBER 19,2015(AMENDED-DETERMINATION) ZBA FILE:6828 Amended NAME OYAPPLICANT:Rick Nappi SCTM#1060-128-2-22 PROPERTY:LOCATION:5218 Peconic Bay Boulevard.(adj..to Great Peconie Bay)Laurel,NY. SEORA DETERMINATION: The Zoning,Board of Appeals has visited the property under consideration in this application and°.determines that this.review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. sUFFOLK,-COUNTY ADNIIMSTRATIVE CODE This application was referred as-required under the,Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December,29,2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268,Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards:The LWRP Coordinator issued a recommendation dated January 28,2015.Based.upon1hie information provided on the LWRP Consistency Assessment Form submitted to this department, as well as .the records availableao us, it is:our recommendation that the proposed action is CONSISTENT with LWRP policy standards and"therefore is CONSISTENT with,the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is anon-conforming 10,890 sq.. ft. lot in the R40 Zone District. It is improved-with single family dwelling, accessory shed and is bulk=headed. It is accessed from a 15 foot right of way off the south side of Great Peconic Bay Boulevard,it has 88.79 feet on the north property" line, I47.93 feet on.the east property line, 103.79 feet on Great Peconic Bay and 178.31 feet on the west property line as shown on the survey dated June 1:9;2014 prepared by Wallace T.'Bryan,LLS. BASIS ORAPPLICATION: -Requestfor Variances fzom..Artiele XXIII Section 280-124 and Article IXII Section 280-116B and°the Building Inspector's December 3,2014,.Notice of Disapproval based on an application forbuilding permit for addition&and;alterations to a pre-existing non-conforming single family dwelling,at, 1) lessl than"the code required front.yard setback of 351eet,2)less than the code required minimum single side yard setback of 10,feet,31,less than the code required bulkhead setback of 75 feet. RELIEF REOUESTED The applicant,_proposes to build a second floor addition and make alterations to the existing first floor of tlte,pre-existing.single family dwelling, requiring variances.for; 1) a front yard setback of 335 feet where°the code requires a minimum of 35 feet,2.)a single side yard setback of 8.5 feet where the code" requires a�minimum of 10 feet and,3.)a 55 foot bulkhead,setback where the code requires.a minimum of75 feet. Page 2 oU—November 19,2015 ZBA116828—Nappi SCfM81000-128-2-22 FIAIDINGS OF FACTI REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 5,2015 and on November 5, 2015 to hear the amended and renewed application,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 fallowing findings: 1. Town Law 6267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties.Nonconforming bulkhead,front yard and side yard setbacks of one and two story dwellings are characteristic of this neighborhood. The dwelling has existed in its location since prior to zoning and the footprint will not change. 2. Town Law 6267-b(3)(b)(2).The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant to pursue, other than area variances. The dwelling pre-exists in its present non-conforming location and proposed additions and alterations upon the pre-existing first floor and foundation will require variance relief. 3. Town Law §267-b(3)(b)(3). The variance granted herein for a 33.5 foot front yard setback is not mathematically substantial,representing 4%relief from the code.The variance granted herein for a single side yard setback of 8.5 feet is mathematically substantial,representing 15%relief from the code.However,the pre-existing dwelling is not parallel to the subject side property line which creates a nonconforming single side yard setback to only a comer of the dwelling and this side yard setback increases along the side property line to a conforming setback. The variance granted herein for a bulkhead setback of 55+1- feet is mathematically substantial, representing 27%relief from the code.However, there are other dwellings in this neighborhood that have similar and lesser setbacks to the bulkhead. 4. Town Law 6267-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. S. Town Law 6267-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 6267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing additions and alterations to a single family dwelling upon the pre- existing foundation, 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 Schneider,seconded by Member Dantes,and duly carried,to GRANT,the variances as applied for, and as shown on the Survey of Property prepared by Wallace T.Bryan, L.S.,dated June 19,2014 and the architectural drawings prepared by LPA Architects,LLP,dated Nov. 10,2014. 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. Page 3 of 4—November 19,2015 ZBA#6828—Nappi SCPMN1000-128 2-22 Any deviation from the variances)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 under the zoning code. This action does not authorize or condone any current or futw•e 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)yeafs 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 Weisman(Chairperson),Schneider,Dantes (Absent was:Members Horning and Goehringer) This Resolution was duly adopted(3-0). (Signed,adopted and filed under Original Decision) Leslie Kanes Weisman,Chairperson Approved for filing / /2015 AMENDED DETERMINATION: ZBA FILE:6828 Reopened and Amended NAME OF APPLICANT:Rick Nappi SCTM#1000-128-2-22 PROPERTY LOCATION:5218 Peconic Bay Boulevard(adj.to Great Peconic Bay)Laurel,NY. BASIS OF APPLICATION: Re-Opened by Board Resolution-Request for Variances from Article XXIII Section 280-124 and Article XXII Section 280-116B and the Building Inspector's December 3,2014,AMENDED September 22,2015 Notice of Disapproval based on an application for building permit for additions and altemaiens to Demolition of existing single family dwelling and construction of a new single family dwelling,at; 1)less than the code required front yard setback of 35 feet,2)less than the code required minimum single side yard setback of 10 feet,3)less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The applicant proposes to demolish the pre-existing single family dwelling down to the pre-existing first floor platform decking and construct a new single family dwelling upon the pre-existing foundation,requiring variances for; 1.)a front yard setback of 33.5 feet where the code requires a minimum of 35 feet, 2.) a single side yard setback of 8.5 feet where the code requires a minimum of 10 feet and, 3.) a 55 foot bulkhead setback where the code requires a minimum of 75 feet. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 5,2015 to hear the amended and renewed application,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: i Page 4 of 4—November 19,2015 ZBAH6828—Nappi sCTM#1040-128 2 22 1. The agent for the applicant stated at the public hearing that during the construction of additions and alterations,the builder found that the pre-existing exterior walls had extensive termite and water damage which required their complete removal. Consequently, this added sufficiently to the amount of structure removed from the original dwelling to require the Building Department to determine the construction to be a demolition. 2. The Building Department placed a stop work order on the project because it exceeded the scope of the variance relief granted for additions and alterations and issued an amended notice of Disapproval on September 22,2015. 3. A letter dated November 9,2015 from the applicant's builder confirmed that due to the extensive damage from termites and water in the pre-existing non-conforming dwelling, it is his professional and expert opinion that the first floor walls had to be rebuilt in order to hold the new second floor addition. 4. The new dwelling has been constructed on the pre-existing non-conforming foundation using the same architectural plans and setbacks as in the relief previously granted in this Appeal#6828 dated February 19, 2015. 5. The applicant's agent testified that the subject waterfront property is such that there is no location where a new dwelling could be built without requiring some variance(s). 6. The Board reviewed evidence that the existing structures,dwelling and boat house on the subject property are pre-existing. 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 Schneider, seconded by Member Goehringer, and duly carried,to GRANT.the variances as applied for, and as shown on the Survey of Property prepared by Wallace T.Bryan, L.S.,dated June 19,2014 and the architectural drawings prepared by LPA Architects,LLP,dated Nov. 10,2014. Vote of the Board.• Ayes: Members Weisman (Chairperson), Horning, Dantes, Schneider, Goehringer. This Resolution was duly opted(5-0). slie Kanes Weisman,Chairperson Approved for filing �� / /2015 FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold,N.Y. Certificate Of Occupancy No. . Z 1 .. ... .. .. . .. Date .. . ...Jan.,. .15.. . . . .. . .. . . . . .. .. 198 5. THIS CERTIFIES that the building . . , ,cellar. .. ...... .. . . . ... . ..... ... .. . ... ... . . Location of Property 5?P .. ....,Great,Peconic Bay, BlyA . , , ,,,, ,Laurel., Horse No. Stet �h;1;iet County Tax Map No. 1000 Section . ..??$. . .. . .Block . ..Q?. .... . .. . .Lot ...Q?2 ....... ... Subdivision.. . ... .. . . . .. .. ... . .... . . . . . . .Filed Map No. .. ......Lot No. .. .. ..... . .. . conforms substantially to the Application for Building Permit heretofore filed in this office dated . . ...M.aY. .. . . .6.. .. .. .19 A!pursuant to which Building Permit No. . .. 12 3 54 Z,,,, ,, , ,, . dated . . .. . . . . ,May,,, , , , .11., , ,, ,, 19 83 ,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 . ... . . .. . igtin3 .1?XeL 1].II_q. . . .. . . . . . .. . . . ... .. .. . . . . .. . .. . . . .. . .. The certificate is issued to .. .. . ... . .MAURICE. JEjj ZO . , , , , , , , , ,, ,, ,,,, rOWRBf,/2S38BD/'t9?Jfltt of the aforesaid building. Suffolk County Department of Health Approval .... . .. . ..WA , , , , ,, ,,, , ,, ,, ,, , , ,,,,, ,, ,. , UNDERWRITERS CERTIFICATE NO. . .. . . . . .... . .. . ..N611609, , ,,, , , ,,, , ,, , ,, , ,, , ,,, Building Inspector Rev.1161 aom Oro. a• f ' TOWN '0� S'dl�TNO• � •� • BUILDING DEPART)411 TOWN:HALL, ;, SOUTHOLD,-N. Y. e BUILDING PERMW (THIS PERMIT MUST BE KEPT ON THE PRE+si UNTIL AULL COMPLETION OF THE WORK AUTHORIZEW : G N. 12354 Z Date (+ ..emu. ....: ... .................. t9.. i, Perrhission is hereby granted to: ............l...Jl .�i. .in./. r. .....�.1e. .....:.: .... .. .... . . .....a to .......e �..h ....... . .fi:�Ql.t;.......�r.�e! ! 6:,M:..... {d.�:.. A. ... > f00 1: � L •i......»».»....»»......•....u»».•......»......................... •.;�•»*i.••.......... ........................»»........».»»».......... at premises located at .....sh:5 �40...... ............. 1 j � ......j............................i............................................................:....�................j........................................ Coutlty Tb� Mop No. �1000 Section ...�.. :.t�f....:.... Block ...., ..; ....... a NO. .... . .'...�. ...... pursant fo application dated ...... '..'.'........SO:.........:..r...., 1 ., and approved by the Bulling Ir"ectar. ••,; Fee .. ........... I` building &pector S I{ • • f 1 • I Rev.`61.30%,80 +' i' TOWN OF SOUTHOLD,NEW YORE ACrLON OF THE ZONING) BOARD OF APPEALS DATE aline 11, 1964 Appeal No. 669 Dated May 25, 1964 ACTION OF TIM ZONING BOARD OF APPEALS OF TIM TOWN OF SOUTHOLD ,b Elizabeth M. Connors Appellant Mattitudk New'York at a mecthig of the Zoning Board of Appeals onThursday, June 11, 1964 the appeal was considered and the .action Indicated below was taken an your a X) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance (X) Request for a variance to the Zoning Ordinance 1. SPECIAL EXCEPTION. By resolution of the Board it was determined that a spacial exception ( ) be granted ( ) be denied pursuant to Article Section _. .. Subsection —_ paragraph of the Zoning Ordinance, and the decision of the. Building Inspector ( ) be reversed ( ) be confirmed because 7:40 P.M. (E.D.S.T.), upon application of Elizabeth M. Connors, Mattituck, New York, for a variance and recognition of access in accordance with the Zoning Ordinance, Article III, Section 303, and Article X, Section 1000A, and the State of New York Town Law, Section 280A, for permission to divide lots with insufficient frontage and for approval of access. Location of property-. -south side Peconic Baj Blvd., Laurel, New York, bounded north by Peconic Bay Blvd., east by A.H. Patterson, south byoti7er land of Connors, west by S. D. Piauet. 2. VARIANCE.By resolution of the Board it was determined that (a) Strict application of the ordinance (would)(would not) produce practical difficulties or unnec- essary hardship because SEE REVERSE (W The wardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and In the same use district because SEE REVERSE (c) Ths var!ance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district beewase SEE REVERSE and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) be confirmed ( ) be reversed. APPROVED 6 1RG4 rA ZONING BOARD OF APPEALS FORM 284 i6an Board of Appeal Barbara L. Carroza, Secretary After investigation and inspection the Board finds that Elizabeth Connors wishes to divide a lot and to obtain approval of access. The Board finds that a gas line runs through the property, which would present a hardship when ready to build on the lot. The Board feels that a variance could be granted on this application, subject to restrictions for building on the lot. The Board finds that the access requested is accessible to fire trucks and other emergency equipment. The Board finds that strict application of the Ordinance will produce practical difficulties or unnecessary hardship; the hardship created is unique and would not be -shared by all properties alike in the immediate vicinity of this property and in the same use district; and the variance does observe the spirit of the Ordinance and will not change the character of the district. Therefore, it was RESOLVED that Elizabeth Connors, Mattituck, .. New York, be granted permission to divide lots with insufficient frontage and be given approval of access, subject -to the following conditions: Any house build on lots #1 or 2 •shall be a least 25 feet from the northerly line of the property, no closer than 15 feet to the southerly line of the property, no •closer than 11 feet to the westerly and easterly line of the property as defined. AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO'USE THIS FORM: This form must be completed by the applicantfor any special use permit,site plan approval,,use variance,area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239171 and 239n of the General Municipal Law. 1. Name of Applicant: ��I�►'t,iG�'l�'�G�FF 2. Address of Applicant: 5 —4 mn y-ca II f1Vcquif PonVorverm IQ-q Ili 1"'I 3. Name of Land Owner(if other than Applicant): 1' 222 4. Address of Land Owner: lY�- 3 J 5. Description of Proposed Project: Agpk h- nbon -Vor, va Cn ISfi si . 6. Location of Property: (Roa a`nd Tax'map Number) (J� I r. RWd WUr.Cl 7: Is the parcel within 500 feet of a farm operati n. }Yes No 8. Is this parcel actively fanned? { } Yes No 9. Name and addresses of any owner(s).of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff,it is your responsibility to obtain the current.names and mailing addresses from.the Town Assessor's Office(765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2. 3. 4. 5. 6. (PI a se the back of-this page if there are additional'property owners) 3. Si na u e of pli t Date Note 1.The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2.Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3.Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: P-Iu wa 1 Project Location(describe,and attach a location map): 52i b Cc0n i BWCA L-su rc I rn Brief Description of Proposed Action: V G, i Gl n cC fr cm R r-hd C xX 1 l I Sf-hon 2!bp-124- + Vx l 1 S-Cchon 2t's0 1�k0b QS -Pyv IoLA 9 ranAt6 o,-) ZPA �c ub2b Name of Applicant or Sponsor: Telephone: , . Cnar ?)eChno(f E-Mail Address: bCa `jxruCbo -o" 16-so - 1 Ma VC0n t AVC 99 City/PO: �l^��i Stat • Zip Code: 1� 1f 1 t 1 t71 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinarke, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: 3.a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? acres 4. Check all land uses that occur on,adjoining and near the proposed action. o Urban o Rural(non-agriculture) o Industrial o Commercial residential(suburban) a Forest o Agriculture ❑Aquatic o Other(specify): o Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? y 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO, YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Y identify the—wetland e, tl(Jan�d of C e od�and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline 11 Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban -LSuburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? )NO❑YES b.Will storm water discharges be directed to established conveyance systems(ruuoffand storm drains)? If Yes,briefly describe: NO❑YES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: 20.Has the site of the,proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sp r name: C-�!� Date: 2 _ Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? x 3. Will the proposed action impair the character or quality of the existing community? T 4. Wll'the proposed.action have an impact on the environmental characteristics that caused the X establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing-infrastructure for mass transit,biking or walkway? d. Will the proposed-action cause-an.increase in the use of energy and it fails:to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed-action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,.groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. o Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. o Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 Board of Zoning Anneals Application OWNER'S AUTHORIZATION (Where the Applicant is'not the Owner) I, � Mao j residing at !g �eCQ�� C / V C7r0 (Print property owner's name) (Mailing Address) QLCi�� do hereby authorize Goad BMW (Agent) CorlStVUCt IDVI cared to apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. By signing this document,the Property Owner understands that 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:sucli 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. IT IS THE-PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED.HEREIN. (Owner's Signature) (Print Owner's Name) APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and emplovees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. , YOUR NAME• l RICK .(Last nami fifstnime,middle initial,unless you are applying in the name of someone else or other entity,such as a company.if so,indicate the other person's or company's name.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance ofthis form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this 22 y of WY(:WY(:h 20 Signature Print Name c r AGENTIREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the dart of town officers and employees.The purpose of this form is to provide;information which can alert ihe.towmofpossible conflicts of interest and,allow it-to-take whatever action is necessary fo avoid same. '^ ,��" r� i YOUR NAME: _ c lY A (Last name,first name,mild a initial,unles you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION:(Check all that apply) Tax,grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town.of Southold?"Relationship" includes by blood,marriage,or business.interest."Business interestn means a business,.including a partnership,in which the town officer or employee has even a partial ownership.of(or employment by)a corporation i hich the town officer-or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the.Town of Southold Title or position of that person Describe the-relationship between yourself(the applicant/agent/representative),and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The-town officer or employee or his or her spouse,;sibling,parent,.or child is(check all that apply); A).the owner of greater that 5%of the shares.of the corporate stock of the applicant(when the applicant is a. corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or .D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted thi i day,of ICI ay"O !20 Signature Print Name C-lo�(� 1 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1 V6 - Z - The Application has been submitted to(check appropriate response): Town Board ,, Planning Dept. © Building Dept. [3 Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital 0 construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: VX Nature and extent of action: Per ZBA detU min atlon dam iG nNEMM0-015) Z 16 A-F1 1-C (D&2t , IVC 1''`M-C) P Ypp tS Urf,1,--SJ-Q(* Location of action: 5215 ( 1 l 10 U -c i n g Site acreage: Present land use: 4-CS1C Jr 1{ 1 Ql ,�l I�GIe fGYYl t�� Present zoning classification: P—A-0 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: R1Ck 1�C1 l (b) Mailing address: a 44UlrlW,6 COVW t east'scioul�C+ Ny 11---T33 (c) Telephone number:Area Code(5 LQ 3q?) CN44' (d) Application number,if any: (Db2e) Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes El No If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No of Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria 7 Yes El No Not Applicable • Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes © No 0 Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria 11Kr"y'*'esE] No M Not Applicable Attach additional sheets if necessary Policy S. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Yes 13 No Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes Q No Not Applicable :S i� C � M # illp .46, , �t. a TOWN OF SOUTHOLD PROPERTY jag a3 CARD I - OWNER , STREET VILLAGE . DIST:- SUB. LOT -7, j 1�l(�v I,%4,r �+ is�l..fi- c fi .�• --, ,fir ate'/ x e (�f f f 4 OWNER-$ N E ACR.j�, ,O,,,FRMER �6 ' ="tJ ID t?;f't S Wp TYPE OF BUILDING v ,,�'✓S j� w2.� _ 4°pr `M ..rr' / i�1 "�.- � ✓� ��y,- ,.Z.� RES. j t SEAS. VL. FARM'' COMM. CB. MISC. Mkt. Value LAND ; IMP. TOTAL DATE REMARKS f I 1f1 If/ f C'l s.d l..e� �,Jr#J"` •f 4 ! J I Y �9 V L� •? a jai? ':S` `i • / r ( ,'% d0 ''a t°" �' ✓ �' sf. � � �A3 , i �° rrt$ 6' �'` 1 C1`r L }1 e c r E 'a ' t"1'L6J G CEO DITI�O ^� LEVY/7 (90 6c_4LL I OBS FARM Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 f Woodland , ' <, :�< < ` xZ�3 C L 33, � J� FRONTAGE.ON WATER Swampland' Brushiond FRONTAGE ON ROAD , ' House°lots.,,, DEPTH / �'� ��.�„# �,� �,�.y� • i BULKHEAD Total. DOCK { COLOR TRIM s [ C / IFT{' f rt soz a w ° y ar a y„i -� ❑�.,�G xY^�K, ir.-`r �`� �'ni � � s�fir' � � '���f %^: ``"'->`e �'? -.w�ri{*y.'t�T ���5•k.:�.�}r' rf�tV'."harS"�'W�'"N°""�tUr:�y�t�"# y Jt � -0't(:✓,,p' — 128.-2-22 09/2016 2 . M. Bldg. °j 7 f'J� �� ' 3.2 3 �y Foundation Bath fF 6 Dinette J Extension t~"A �) Basement f Floors K. -�,� t �` Ext. - - 'r Interior Finish W F LR. f V ! s�l� Walls�i ' at ! C DR. 1 x e sio '� t > -� /S�r2 Fire Place ��v Heat �� o } Rooms 1st Floor r�y'2 BR. � Type Roof ft �, t P Lid"` v t. Re eation Room `Rooms 2nd Floor FIN. B. orc �rf�}' ' l J� �x ? R — , eA / - S�Dt' Dormer Breezeway Driveway Garage at Total ' Revisions / 10-02-00 10-13-00 07.09.01 SEE SEC.NO.126 08-10-01 Nzrs mo MATCH --_UNE / �e 01-03-02 0 / •� rm FOR PCL.NO. SEE SEC.NO. Q ?y 125-04-024.23 wall .� z l � 1 pl, FOR PCL.NO. j/ N I` SEE SEC,NO. 1P O q' 7 125-04-024.25 1.3A(c),y I � 5 2.7A(c) % 9 97 O N .4 rs a / rya s'. w rn '¢ ? •^ u 3� FOR PCL.NO. � ,g 1 / Gp SEE SEC.NO. Ss.y T81 i'•'� 4 t I 125-04-02423h1 yb 9 I 19 /8 1`S` NSEE I T'A'•, ?/ 9P ss�° I 8/ \/ \\ 0, �� � I —16 a /16 22.1 e , � �, 7g �'•� ` i QEV m 4P ?� _is sir s• a JB \�� . 9P 14 a 1AA 22.2 24 a1 e xb � 13 Q3 , . / 2s a 4 VO eoo 1n .� ''o(PARK 8 RCCRFJIAREAI In 1AA 2 �' 26 8/ e Du 1AA w 125s/ r 4 ~6' +Z' I ' j ;T2s s � - / I^.` FOR PCLN . ay 5 'A�SEE SEC.No / 1.1A(C).�, I / 24 91 10 .R ' " 12 1.4A(c) 0 I A-d -d- 6 8 q W 23 Tb O22 o•e a 21 z 14 1.6A(c) -,5. `fi•S' 1.481 . L PIO(OrN or RYVLw LmravnWrb r': Bm Urrvl ������ Sumld>tKa�w --SG+r-- Maamrq Oauc taw --N-- lwtE55 ORAnrIOMERMSE.ALLPROPERRES E mea -�- Sumrw�0m vve Du+e tom --v-- un Derclm --R-- 'NE WTNiNTME FOLI.OAANG dSiRICR m Urmvr Oxnm S .9tap No (21) Rm M. O SCHOOL 11 SEW.R_ G SrrpOe'Rm lm Lm ---_--_ OwJ Oincnim a ier pemd L'ory --W-- WauiM O¢bkl Lmc --MST-- FARE MTdUNI E � rssa. sues drr�,ee mmn t" ucr wa1 N �ww1ER_ Reruse p wxo. 23 mea An. 121A(E)0112.1A T0A^l"" --- Pen d.:rra lar. --P-- ewr..dan Liw--Wx-- Av waSTEW Ca¢vWMNva 12.1 A(c) -0-- LAND N/F OF CONGDON FENCE N 17 0 5 5'3 0" W FENCE Q I� p.7'w FENCE 0.5'W WOOD RAIL FENCE ■7 8.3 ■, � 0.8 N N - " L. 13.57 CURB J�, STONE CURB �POB 402.00' 0.9'E a �o�' EL 171 khx °°°a ��. E�.03x CURB r♦ S 17055'30" E G Sys 1.3'E 0 2.2'S Tot 4 ♦ ,y0�' !a, 2'Pj-moo� x '��'. '(F- P. 4 �� O •o. �t ��. GP �p �o• o N js O,a G?� O lit gy O o i�'� 336 o ) TAX LOT 22 �ry� " ' 'as �31- 01 O >Q °sa % AREA= 13,486. Sq. Ft. Zy la BRIC 0° 0.310 ACRE o Z 01 a �y ! YARD �pb �P��, GRAVEL oO ro 6 9l� x S�O�� w - FENCE ,1� TC 7.60 ON LINE C� `,F �oy ° ;,, STONE CURB BC 7.37 TIC 7.71 TIC 7.82 ii it N STONE CURB CURB BC 7.41 BC 7.69 O 11 15, W / DE C 0 N C DR1 VE {{� A Y �� 2 A WOOD RAIL FENCE 1.5'S O �iP O N Cep R / GHT of {yA Y a CL7.09 Ui CL7.02 (9 CL7.02 10 F� y PARALLEL MER 4481 DI 6.66 r'°`FO USER 5829 ' Pege 541 �h o � �� WOOD RAIL FENCE n �1 �i ti S 17 55 30 E FE 'Ef 147.93 FENCE 2 4E , FENCE C' 0.2'E LAND N/F OF PA TT£RSON 1.7 E LEGEND FF FIRST FLOOR ELEVATION OHUL---OVERHEAD UTILITY LINES RPK • ROOF PEAK ELEVATION O UTILITY POLE NORTH z TC TOP OF CURB A.0 AIR CONDITIONER 0' 20' 40' 60' BC BOTTOM OF CURB o—p. . FLAG POLE SCALE 1" —= 20' CL CENTERLINE --o —•VINYL FENCE flece h/Pr t*� District: 1000 PROPERTY SITUATED AT EL .SPOT ELEVATION //--•—•WOOD FENCE 5218 GREAT PECONIC BAY BOULEVARD WIN WINDOW WELL STOCKADE FENCE APR &S "- Tax Section: 128.00 -PROPERTY LINE LAUREL CS •CELLAR STEPS Tax Block: 02.00 TOWN OF SOUTHOLD POINT aDRAIN INLET (DI) OPOB WOOD OF BEGINNING 7,.Opin9 60w& Tax Lot: 022.000 COUNTY OF SUFFOLK STATE OF NEW YORK Date of Survey: February 20, 2024 FINAL SURVEY GENERAL NOTES HE�f o 1. This is to certify that there are no visible streams or natural water courses in the � NY Land Surveyor P.C. property as shown on this survey. l 9 c 2. Elevations refer to the North American Vertical Datum of 1988 (NAVD88). 77-16164 Street,Suite 301 Fresh Meadows,NY 11366 o 3. This property is on Flood Insurance Rate Map Panel 483 of 1026 9 r 1 Tel:718-591-6600 Tel:212-732-1575 in community panel No. 36103C 0483H; Located in Zone X ��on ��� www.nylandsurveyor.com Oi Z (Areas determined to be outside the 0.2% Annual Chance Floodplain) aso� 0�°r nylandsurveyor@gmail.com � Map revised: September 25, 2009 Love) 4. Sections were taken at 25' intervals, unless otherwise noted. EARL B.LOVELL-S.P.BELCHER, INC. & JACK A1,1,1501V MqU Ramzan Alli License No.050457 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209, OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS 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 LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. i o Residential Code of New York State 2010 General s ecifications E C O N I C B Sheet Notes: 1=- A Y B L V D U Climatic & Geographic Design Criteria table R301 .2 (1) CONCRETE WORK (R402-R40�) I. ALL CONCRETE WORK SHALL COMPLY WITH THE SPECIFICATIONS AND THE FOLLOWING STANDARDS }" Site data. Ground Wind Seismic Subject to damage from: Winter Air EXCEPT WHERE MORE STRINGENT REQUIREMENT5 SHOWN OR SPECIFIED SHALL GOVERN: V) Ice shield Flood � snow design design Freezing z load Speed(mph) Cat. weathering frost termite decay temp. req d hazard Index AGI 301 "SPECIFICATIONS FOR STRUCTURAL CO REM FOR BUIL.DIN65" TOWN OF SOUTHOLD 'HD' RESIDENCE LATEST REVISION.45 t30 G SEVERE 5CTM # 1000-125-02-22SEVERE 36 M-H (! YES Ig84-Ig98 AGI 502 WIDE FOR CONCRETE FLOOR AND SLAB GON5TR1jGTION" N 50"41B0„ E PRINCIPLE BLDG SINGLE FAMILY RESIDENTIAL LATEST REVISION. Use & occupancy classification: ACI 511 "RECOMMENDED PRACTICE FOR CONCRETE INSPECTION" 88.7q' P Y CONSTRUCTION CLASSIFICATION TYPE V-B LATEST REVISION. 5V FRONT AGI 518 "BUILDING CODE REQUIREMENTS FOR REINPORCED CONCRETE" 35' REAR Typical code requirements: LATEST REVISION. 15' SIDE (MIN) (�� BO' 51DE (TOTAL) -ALL INTERIOR AND EXTERIOR WALL COVERINGS ARE TO BE INSTALLED IN ACCORDANCE WITH SECTIONS AGI 547 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK" Q �� 35' HEIGHT � R702.1, R702.8 AND TABLE 702.'1,5 AND 703.4 (SEE RC-1) LATEST REVISION. � -ALL INSULATION TO BE IN5TALLEDD AS PER AND MEET THE REQUIREMENTS OF SECTION R320 CONCRETE REINFORGIN6 STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE LATEST REVISION. �� m SITE AREA 13,48b SF t� -ALL INTERIOR FINISHES SHALL BE FIRE RATED A5 PER SECTION R320 " AGI 905, 30b MIXING AND PLACING OF CONCRETE DURING HOT AND LLJ �� . .................. -ALIGN ALL RAFTERS OVER 5TU17'S o° � EXISTING LOT COVERAGE: �I.a95 � GOLD WEATHER" LATEST REVISION. -ALL WALL FRAMING TO COMPLY WITH R602.10 THROUGH R602.10.10 2. BASEMENT,FOUNDATION, EXTERIOR WALLS a OTHER VERTICAL CONCRETE SHALL HAVE A GCN' cE551VE - �� ._ Qm HOUSE 1,140 5F NEW WINDOWS d DOORS TO HAVE A MIN. DP RATING OF 30 A5 PER SEC. R301.12.1 d TABLE R30t2 STRENGTH OF 9000 P51 ® 28 DAYS. PORCHES. CAR t 6ARAGE CONCRETE SLABS 5HA:L HAVE I I 1 SHED 195 5F -PROVIDE FOR BLOCKING AS PER: 5ECTION R602.6 A COMPRESSIVE STRENGTH OF 5500 PSI • 28 DAYS. CONCRETE SHALL BE AIR ENTRAINED, I TOTAL AIR CONTENT(% BY VOL. OF CONGA SHALL NOT BE LE55 THAN 5% OR MORE THAN 7 5x ` I TOTAL 1,335 SF -ALL EXTERIOR WALLS TO BE SHEAR WALLS IN ACCORDANCE WITH WFGM 3.4.4.2 AND TABLE 9.17 Aa3 MATERIALS USED TO PROVIDE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE j -ALL NEW PLUMBING FIXTURES TO BE IN ACCORDANCE W/SECTION R30-1 d FIGURE R307.2 APPLICABLE STANDARDS LISTED IN AGI 518 OR A5TM G I[57. (R4022) "ROP 2ND FLG�F ADDITION _z 3. ALL WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A185, LATEST REVISIC'.. Loads table R301 .5 Deflection table R301 .7 � 4. ALL FOOTINGS AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM B?rARINb Q CAPACITY OF 2000 POUNDS PER SWARE FOOT IN ANY WAY TO ANY PROPOSED STRUCTURE. 1F ,� • co USE DEAD LOAD LIVE LOAD STRUCTURAL. MEMBER ALLOWABLE DETERMINED BY THE ARCHITECT, THE ACTUAL 501L 5EARIN6 SETTLEMENT CHARACTERISTICS SHALL BE PROP 2ND FLG''R DEFLECTION ASSESSED BY A 0UALIFIED SOILS TEST LABORATORY AND 6EOTECHNICAL ENGINEER. THE OMeR SHALL ROOF DECK ROOFS 12 PSF' 45 PSF RAFTERS HAVING SLOPES GREATER L/180 BEAR THE EXPENSE OF TESTING. � -- ;•j - j THAN 5/12 W/ NO FINISHED CEILING ATTACHED TO RAFTERS MA50NRY WORK (R404) a FLOORS (SLEI=PING) 12 PSF 30 PSF INTERIOR WALLS d PARTITIONS H/180 - - •�`'� I. ALL MA50NRY WORK SHALL CONFORM TO THE REQUIREMENTS OF AGI 530 / ASGES /TMS 402 w FLOORS (NON-SLEEPING) 12 PSF 40 P5F FLOOR 4 PLASTERED CEILINGS L/360 Y I 1 j - 2. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE REQUIREMENTS OF A5TM Gq0-el 1, LATEST PROP CELLAR 0 DECKS 10 PSF' 40 PSF ALL OTHER STRUCTURAL MEMBERS L/240 REVISION, FOR FULL- LOAD BEARIN6 MASONRY UNITS WITH MAXIMUM COMPRESSIVE STRENGTH. c-CRESS WELLS APR 2132 " BALCONIES to PSF 60 PSF EXTERIOR WALLS W/ PLASTER OR H/360 3. MORTAR TYPE SHALL BE SUITED FOR THE PARTICULAR ENVIRONMENT IN WHICH MASONRY IS LCrA t9 Of STUCCO FINISH TQ(Rb&ARD FOR STRESS, THERMAL AND MOISTURE CONDITIONS AND COMPLY WITH CL ATTIC YyJ STORAGE q PSF 20 PSF EXTERIOR WALLS-WIND LOADS' W/ U240 A5TM 2 Zoning Boara ul ,vpe,115 BRITTLE FIN15HES 4. PREMOULDED AND KEYED VERTICAL EXPANSION JOINTS SHALL BE LOCATED AT 20 FOOT INTERVAL5. ATTIC No STORAGE 1 PSF Io P5F EXTERIOR WALLS-WIND LOADS'" 1^L/ L/120 SPECIAL SHAPED MA50NRY UNITS CAPABLE OF TRANSMITTING SHEAR SHALL BE UTILIZED �. N FLEXIBLE FINISHES UNITS CAPABLE OF TRANSMITTING SHEAR SHALL BE UTILIZED AT JOINT LOCATIONS. a * 5. RUNNIN6 BOND MA50NRY COURSE:5 ARE IREQUIRED AT ALL LOCATIONS. 0�/ m GARAGE - 50 PSF THE WIND LOAD SHALL BE PERMITTED TO BE Q o�� TAKEN A5 0.1 TIMES THE COMPONENT d CLADDING z RAILINGS 200 #/LF LOADS FOR THE PURPOSES OF THE DETERMINING 6, ALL INTERIOR AND EXTERIOR MASONRY JOINTS SHALL Be TOOLED OR RODDED,NOT RAKED. r DEFLECTION LIMITS HEREIN. ? 1. TRUSSED GALVANIZED STEEL HORIZONTAL RMNFORGIN6 15 REQUIRED AT 16" MAXIMUM INTERVALS _ v� INC=ING CORNERS, INTERSECTIONS AND PILASTERS. HORIZONTAL JOINT REINFORCING SHALL BE Room requirements (R303 through R305) 1�-O-,MALL OR EQUAL. 13 w44 ROOM AREA HEIGHT L1614T RS VENTILATION 5K EGRESS 6. IN ADDITION TO REINFORCING INDICATED,6RADE 60 #4 REINFORCING D01"IEL5 ARE REQUIRED AT -OII GREAT RM 542 5F48" O.G. INTERVALS EXTENDING UPWARD ONE FOURTH THE WALL HE16HT OR 50' WHICHEVER 15 t 8 113.1q SF 32 41.06 5F 8 34.86 SF 15 6REATER, AND ENCASED IN GROUT FILLED CELLS. FULL HEIGHT 04 BARS ARE REQUIRED AT 46' BEDRM #2 114 SF t 8'-O" 11.11 SF 10 62 5F 5 6.11 5F INTERVALS WITH FULLY GROUTED CELLS. BARS SHALL BE EMBEDDED IN CONCRETE FOUNDATION SUFFICIENTLY TO DEVELOP ADEQUATE ANCHORAGE. BEDRM #1 Iq3 5F 3 8-O 38.06 SF 20 37.C15 5F 20 16.12 5F •' - N MASTER BEDRM 216 Sr t 8'-0" 52.41 SF 24 41.66 5F 22 16.12 5F 5TRUGTURAL STEEL (BG2203-5G2205) =�4- " - `t0�,q'�, Location map CIRCLE INDICATES ONE MILE RADIUS I. ALL STRUCTURAL. STEEL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENT5 HEREIN INDICATED AND IN ACCORDANCE W1TH THE REQUIREMENT5 OF THE: FOLLOWING 5TANDARD5. 5 -10°a3'46 W Nappi Residence 5218 Peconic Bay BIVd Laurel, NY 11948 WHERE CONFLICTS OCCUR, THE MORE STRINGENT STANDARD SHALL APPLY: RESIDENTIAL CODE OF NEW YORK STATE Lake BUILDING CODE OF NEW PORK STATE THE DESIGN, FABRICATION AND ERECTION OF 5TRUCTURAL STEEL BUILDIN65 AND STRUCTURES v SHALL BE IN ACCORDANCE WITH EITHER THE AISG LOAD AND RESISTANCE FACTOR DE516N y -ALL HAr31TABLE RROM5 SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN SPECIFICATION FOR STRUCTURAL 51EEEL BUILDINGS (AISG-LRPD), AISG SPECIFICATION FOR vure � 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, STRUCTURAL STEEL BUILDING5-ALLOWABLE STRESS DESIGN (Al5G-A5D) OR AI50 SPECIFICATIONS DOORS, LOUVERS OR OTHER APPROVED OPENIN65 TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE SEISMICFOR , OF STEELISN OF LSTRUGTURESTRUCTURAL SHALL BE IN AIGGo ONS (RDANGE WITH THE ADDITIONAL THE C O N C, PROVIDED WITH READY ACCESS OR SHALL OTHEERWI5E BE READILY CONTROLLABLE BY THE BUILDING SEISMISIONS 16 BC 2TIEE A a OCCUPANTS, THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 45>; OF THE r, b FLOOR AREA BEING VENTILATED. (R303.1) G z AN51/AWS PLI "STRUCTURAL WELDING GORE-STEEL", LATEST REVISION. a, *EXCEPTION: THE GLAZED AREAS NEED NOT BE PROVIDED IN ROOMS WHERE MECHANICAL VENTILATION 15 ALL FRAMING MEMBERS SHALL BE SHOP FABRICATED FOR BOLTED FIELD ASSEMBLY. FIELD 25 $ PROVIDED AND ARTIFICIAL LIGHT 15 PROVIDED CAPABLE OF PRODUCING AN AVERAGE GUTTING OR DRILLING WHEN REQUIRED SHALL BE CLEARLY NOTED ON THE DRAWINGS. ALL 6 J ILLUMINATION OF FOOTC•ANDLEE5 (6.46 LUX) OVER THE AREA OF THE: ROOM AT A HEIGHT OF ' FRANIIN6 MEMBERS SHALL CARRY AN EASILY VISIBLE IDEENTIFYIN6 MARK, EITHER STAMPED,c 30" ABOVE THE FLOOR LEVEL. (R303.1, EXCEPTION 2) STENCILED OR PAINTED. N E - PROVIDE 110 CFM MECHANICAL VENTILATION IN BATHS WITH NO VENTING WINDOWS. (R303.3) p 3. ALL FIELD CONNECTIONS SHALL BE BOLTED. BOLTS SHALL BE MACHINE BOLTS CONFORMING SITE PLAN 0 TO ASTM SPECIFICATIONS A525 OR A490 AS SHOWN ON THE DRAWINGS. THE PAYING SURFACES SCALE: 1„-2n, (V OF ALL BOLTED CONNECTIONS SHALL BE SMOOTH AND FREE FROM BURRS OR DISTORTIONS. General conditions - ALL BOLTS SHALL BE ELEGTRO-ZING PLATED. n 51TE IWORMATION A5 TAKEN FROM A 5URVEY BY `_ (. ALL DESIGN, FA 4. ALL STRUCTURAL STEEL SHALL BE ASTM A-56 (i'Y = 36 KSI) WALLA�E T BRYAN LLS., DATED JUNE IQ, 2014 FABRICATION AND GONSTRUGTION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH ' J APPLICABLE FEDERAL, STATE AND LOCAL CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO THE 5. ALL SHOP CONNECTIONS SHALL BE WELDED OR BOLTED. BOLTS TO BE 5/4" AND A5TM A-925 FOLLOWING:-WFGM 2012 AND MEET AISG SPECIFICATIONS, SECTION 1.16, WELDS TO BE ETOXX AND MEET Al5G ro SPECIFICATIONS, SECTION 1.11. ALL 5PEGIFICATION5 To BE LATEST RE,/1510N. O -C -RESIDENTIAL CODE OF NEW YORK STATE 2010 -ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE 2010 6. ALL WELDING SHALL BE DONE: BY LICENSED WELDERS. -MECHANICAL GORE of NEW PORK STATE 2010 _. -FUEL AND GA5 CODE OF NEW YORK STATE 2010 o Ra o.2 o.a o e o.a 1.2 t.a Revisions: WHERE CONFLICTS ARE, THE MORE STRINGENT REQUIREMENT5 SHALL APPLY. 7• ALL STEEL DETAILS SHALL BE DESIGNED TO CONFORM TO ARCHITECTURAL REQUIREMENTS. Al DRAMA*$,SPECIFIC A`:^•ATIONS C,71°S THEREC-t'.oN,-ED EY T`+E AQSh+TEGT APE A',O'-HkL REMA.H oN 2. THE GENERAL CONTRACTOR 15 RE5PON51BLE FOR COORDINATION of WORK WITH ALL TRADES 50 THAT 8. ALL STEEL FLITCH PLATES TO BE THROUGH BOLTED WITH 5/8" DIAMETER STEEL BOLTS AT I b" O.G. THE rROFERTY cF THE A,';w+-ECT TEE, Ak:TO BE:�_D ONL'hl'TH RESP-FCT Tc T-4f_FRO.,ECT ANC ARE NO CONFLICT OR DEFICIENCY RESULTS IN THE COMPLETED WORK. 5TA66ERED. NOT TO VET as rcR ',THE r,e�e_ : �c�v+ecrrl v w TyE PRa€cT s MOT TO r cc..r EO As uj NOT TO BE tf_�ED ON Ah„OTHER PRC.E_- SEEN:-ciC.\,'R.^.S'RIEti'C'ti TG t�ET CFFICIA_REc.'Lu DORY /� FZUCATTON IN DERCCAT'C+N O-TIE A[:­-,E:r5 CC-:;'4LAA CCU"R HHT Or,OTHS,Rr.LR'/rD R,EHT5 1 RESPONSIBILITY FOR CONSTRUCTION 8. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION DSSERVATION AND ASSUMES NO b b re v i a U' a n s & Symbols Area calculations CONSTRUCTION ACTIVITIES. A 4. THE CONTRACTOR SHALL OBTAIN, PRESENT EVIDENCE OF, AND PAY FOR ALL PERMITS NECESSARY 5TRUCTURAL LUMBER (R502, R(002, R502) C. TO CONDUCT THE WORK AND COMPLETE THI5 CONTRACT. THE CONTRACTOR SHALL OBTAIN THE DESGRIPTIDN AREA REMARKS 0 # BUILDING PERMIT AND CERTIFICATE OF OGGtJPANGY AND ALL REQUIRED APPROVALS. ALL WORK SHALL I. ALL FLOORS, WALLS, CEILINGS t ROOFS SHALL BE DE ALUM ALUMINUM CONS-T. NOTE 5EGT/DTL # SIGNED AND CONSTRUCTED IN BF BI-F•':ILD SHEET # EXISTING FIRST FLOOR 1,140 SF 3 BE PERFORMED IN 5TRIGT Ar-CORDANGE WITH THE REGULATIONS AND REQUIREMENT5 OF THE VARIOUS ACCORDANCE WITH THE SPAN TABLES FOUND IN THE RESIDENTIAL GODS OF NEW YORK STATE Proposed Addition/Alteration CIVIL AGENGIE5 HAVING JURISDICTION THEREOF. OR IN ACCORDANCE: W1TH AFdPA / NDS AND A5CE-1. BRN6 BEILN6 EXISTING SHED Ia5 5F GJ CHE(:, G J015T I�J DEMO NOTE Nappi UPCN COMPLETION OF THE WORK PROVIDED FOR IN THIS CONTRACT, AND BEFORE: FINAL PAYMENTSHALL GK GHE�.K DTL #BE MADE, THE CONTRACTOR SHALL FURNISH THE OWNER WITH ANY NECESSARY CERTIFICATES OF 2. ALL LUMBER SHALL BE DOU&L.A5 FIR CONSTRUCTION GRADE #2 OR BETTER WITH THE FOLLOWING GLNG CEIL�N6 `SHEET # PROPOSED SECOND FLOOR 771 SF OCCUPANCY OR CERTIFICATES OF COMPLIANCE 155VED BY THESE VARIOUS AGENGIE5. MINIMUM 5TRE55 GRADE5: GO GLE NN OUT / CASED OPENING 141 5, ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE APPROXIMATE AND ARE SUBJECT TO REVISION AS GONT CON"INUOU5 02 DOOR TAG # INT. ELEV. # Res'iaence PER ACTUAL FIELD CONDITIONS, THE 015CRETION OF THE OWNER, AND AS DIRECTED AND/OR APPROVED BENDING STRESS FB = BA5E. 875 ADJ: 1101 P51 CT COLLAR TIE ## # SHEET # BY THE ARCHITECT. SHEAR STRE55 FV = Q5 P51 GMU CONCRETE MASONRY UNIT 6. THE CONTRACTOR SHALL SECURE CONSTRUCTION 51TE IN ACCORDANCE WITH ALL APPLICABLE SAFETY MODULUS OF ELASTICITY E• 1.6 X 106 F51 D DRYER A' WINDOW TAG STANDARDS. THE CONTRACTOR SHALL CONDUCT ALL WORK TO PRECLUDE THE EFFECTS OF WEATHER VIA DIAMETER REVISION 5218 Peconic Bay Boulevard ON GOMPLETEED WORK, OR WORK IN PR.06RE55. 3. ALL FRAMING BRACKETS AND ANCHORS SHALL BE 16 GAUGE GALVANIZED STEEL BY SIMPSON OR EQUAL. Pi PECK JOI5T 7. THE CONTRACTOR SHALL A5511ME ALL RESPONSIBILITY AND EXPENSE OF TEMPORARY ENCLOSURES 4, ALL WALL PLATES BE:ARIN6 ON CONCRETE SHALL BE PRE55URE TREATED PRESERVATIVE (PTP) TIMBER. DIN DISH MIN DOVE WASHER Laurel, New York 11948 WHERE NECESSARY OR W LE HERE CALLED FOR 1N THE DRANIN65. EW EACH KAY 8. ITEMS SUSTAINING DAMAGE DURING THE CONSTRUCTION PERIOD SHALL BE REPAIRED AND/OR 5. ALL LOAD BEARING DIMENSION LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OR A FAI FRE:,H AIR INTAKE MINIMUM PIPE SHALL COMPLYREPLACED TO THE SATISFACTION OF THE OWNER AND TO THE APPROVAL OF THE ARCHITECT, AT THE LUMBER 6RADIN6 OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION FF FINISHED FLOOR Riser diagram (no scale) CON ERVATION ON CONSTRUCTION ION CODE OF NYS ABLE So4.5 OF THE ENERGY WN CONTRACTOR'S EXPENSE. BODY THAT COMPLIES WITH DOG P5 20. FJ FLOOR JOIST cl. THE CONTRACTOR SHALL CONDUCT ALL WORK IN 50GH A MANNER SO AS TO NOT IMPAIR THE STRUCTURAL 6 FIRE RATED GM GAL`✓ANIZED LPA Architects LLP INTEGRITY OR STABILITY OF ADJACENT STRUCTURES, EQUIPMENT, OR UTILITIES. SHOULD DAMAGE OCCUR GM GYP`3UM WALL BOARD VENT THROUGH VENT THROUGH AS A RESULT OF THE WORK, THE CONTRACTOR SHALL REPAIR OR REPLACE SAID DAMAGED ITEMS. THE FLUM51N& AND HEATIN& WORK (P2502, 4 R303b) HT HEIGHT QTHE ROOF Q THE ROOF A RCHITECTURF PLAN N ING CONTRACTOR SHALL BEAR ANY AND ALL COSTS A550CIATED W1TH WORK DISCONTINUATION, MATERIALS LVL LAMINATED VENEER LUMBER TE5TIN6, REPAIR AND ALL MISCELLANEOUS RELATED ITEMS. I. PLUMBING - SANITARY, GOLD AND HOT WATER, AND ALL OTHER PIPING SHALL CONFORM TO MEM MEMBRANE 114." 14„ W W W. I p a - p I a 11s . c o m 10. THE TERM "OWNER" SHALL REFER TO THE LEGAL OWNER OF THE PROPERTY AND PREMISES AND ITS ALL LOCAL, COUNTY t TOWN REQUIREMENTS AND THE REQUIREMENTS OF THE MFG'D MANUFACTURED _ 1 1 RESIDENTIAL CODE OF THE STATE NEW YORK. NT5 NOT TO 5GALE _ _- ---;"-- _ `'---_� 01 AGENTS T R CTPRESENTATIVE:i. O.G. ON CENTER i 1 Lemmen Paul Associates,Architects LLP 11, THE CONTRACTOR'S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE AS THE CONTRACTOR'S � ACCEPTANCE OF THE TERMS SPECIFIED HEREIN, AND SHALL BE INCORPORATED INTO ANY AND ALL 2, THE USE OF LEAD SOLDER IN PIPING JOINTS I5 STRICTLY PROHIBITED UNDER LAW. PG POURED' CONCRETE 1 I IX2" �2" I I)2" t PTP PRE55URE TREATED PRESERVATIVE ; ' I 21 Greeley Avenue Sa .. 6 NY 1782 AGREEMENTS BETWEEN OWNER AND CONTRACTOR. _ $$ 1 1 Tel: 631 589 2°I �a 63 15R�1 6935 12. THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL R RISER 1 � SP�TH 31 2 8. ALL HYDRONIG HEATING SUPPLY AND HOT WATER PIPES SHALL BE INSULATED. RV ROOF DRAIN Ipa-plans.com a , UTILITIES, ALL SUPPLY, WATTE AND HEATING PIPING AND RELATED ITEMS PRIOR TO COMMENCEMENT OF REF REFRI6ERATOR WORK. ALL COSTS INCURRED 'OHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. HEATING SYSTEM SHALL BE EXISTING TO REMAIN. CONTRACTOR TO MODIFY AS REQUIRED TO BE REQb REQUIRED 1 ' 2ND PLR 15. THE CONTRACTOR SHALL, AT ALL TIME5, PROVIDE CONVENIENT ACCESS AND SAFE AND PROPER SUITABLE FOR COMFORT HEATING IN ACCORDANCE WITH THE REEQUIREMENT5 OF THE RR ROCS= RAFTER FACILITIES FOR THE INSPECTION OF ALL PARTS OF THE WORK. ENERGY CONSERVATION CONSTRUCTION CODE: OF NEW YORK STATE. 5GDH5 O FHEAL COUNTY DEPARTMENT 14. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TIME TO BE DEFECTIVE OR SUBSTANDARD SHALL BE OF HEALTH SERVICES _ _ ANY ITEM ON ALTE f,JMEN OF ANY ITEM ON TH+�O SN SHOI''1ER r'' � c�.�M�NT / E� � REMEDIED AT ONCE, REGARDL.E55 OF PREVIOUS IN5PEGTION5. 1 ___t , 15 A V'OLATION G' 5. THE PLUMBING CONTRACTOR SHALL OBTAIN ALL PERMITS ✓I PAY ALL FEES REQUIRED FOR 5K SINK 15. ALL MATERIAL AND ITEMS INDICATED ON THE: GOVTRAGT DRAININ65, DIRECTED BY THE ARCHITECT HI5 WORK. T TREAD 1 Iry i2" I IX2" 111/2" �Erl oR� STA'E >n ,-\�t�N�t�� C 1 y AND AS PER SITE CONDITIONS DEMAND, SHALL BE DISPOSED OF PROPERLY IN APPROVED T5 TERMITE SHIELD I , , Issue Date: y� 7 CONTAINER OUT OF THE PATH OF CONSTRUCTION AND AWAY FROM THE PUBLIC', OUT OF THE PATH OF TYP TYPICAL i ' CONSTRUCTION AND AWAY FROM PUBLIC AND VEHICLE TRAFFIC, AND TO BE GARTER TO APPROVED UON UNLESS OTHERWISE NOTED 1 NTH #2; KI 'GHEN JUL 0 6 Z015 r. LAND FILL SITE BY LICENSED CARTER-15. VIF VERIFY IN FIELD ELECTRICAL WORK ( E3301) W WASHER Ib. ALL NEW WINDOWS AND SKYLIGHTS TO BE MANUFACTURED BY ANDERSEN CORP., BAYPORT, MN. DIN Project Date: OR EQUAL . ALL WINDOW TYPES AND SIZES SHALL BE A5 INDICATED ON THE CONTRACT DRAWINGS. I. j'V V41TM 1ST FLR i SEP 20 14 WH WATER HEATER I I/2" 3+ 2„ Z,+ N i WINDOW GLAZING SHALL BE H16H PERFORMANCE OR "E" TYPE GLAZING. FURNISH FIBERGLASS INSECT ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF 1'Hl:RESIDENTIAL CODE OF �0� WWM WEt.I';sED WERE MESH 50REEENS WITH ALL NE:W WINDOWS. NEW YORK STATE, THE NATIONAL ELECTRIC GORE,THE LOCAL POWER CO. AND ALL - -- '`� .`r 023g76 1-7. THE: CONTRACTOR SHALL CHECK AND VERIFY ALL GONDITION5 OF THE 51TE PRIOR TO STARTING OF APPLICABLE LOCAL REGULATIONS. THE CONTRACTOR SHALL oBTAIN ALL PERMITS AND PAY CO _ Scale: "..,/�^ .���fxi WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK ALL FEES REQUIRED FOR HIS WORK. THE CONTRACTOR SHALL HAVE THE INSTALLATION GO 4" AS NOTED �• AGREE WITH SAME. INSPECTED AND APPROVED BY AN INSPECTION AGENCY OF THE FIRE UNDERWRITERS WALL LEGEND i TO EXISTING 15. IF IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH V15A6REES WITH THAT A5 A550CIATION AND SUBMIT A CERTIFICATE OF FINAL APPROVAL BY THE INSPECTION AGENCY i_---_-__j EXISTING WALLS ! SANITARY SYSTEM Project# Orawn: Sheet UPON COMPLETION. 1 14028 EPH INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. REMOVED SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK, HE SHALL ASSUME ALL s. SMOKE DEETEGTOR5 SHALL BE FURNISHED AND INSTALLED A5 INDICATED ON DRAWING5 AND IN RESPONSIBILITY AND LIABILITY ARISING THEREFROM. AGC.ORDANGE WITH APPLICABLE FIRE SAFETY AND ELECTRICAL GORES. �� EXISTING WALL5 (9. 6RADIN6 AROUND NEW CONSTRUCTION SHALL. SLOPE AWAY FROM HOUSE AND BLEND INTO EXI5TIN6. ' CELLAR fib: r.=hed�: Awl 20. DO NOT 50ALE DRAWINGS. WRITTEN DIMENSIONS WFERSFVE SCALED DIMENSIONS. 3, ALL ELECTRICAL FIXTURE5, 5WITCHE5 AND AGGE550RIE5 SHALL BE SELECTED BY THE OWNER. NEW WALLS NAPPI I<MP 21. IT 15 THE INTENT OF THESE DRAWINGS TO EXPLAIN THE REQUIR:EMENT5 OF THE PROPOSED EXISTING SEWAGE EJEGTOR CONSTRUCTION. HOWEVER, FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION THAT MAY NOT PUMP TO REMAIN HAVE BEEN EXHAUSTIVELY DETAILED. COVER I a Sheet Notes: z o . z .O U Ln w Q z m Ln w L7 Q z W J Exist. Exist. Bedrm. #1 Bedrm. #2 w w CL O Exist. V SUn R n. _ 00 N ♦iry Cl _ ro z 6 Q1 Exist. p Living Rm. E Exist. ,r Kitchen ro v 0 J `/ ro o ` ' Revisions: Y / \ ALL CRAnms,5-mrICATIONS MC CCF CS TIfRECF FOW51 ED BY THE ARCHITECT ARE AV 54ALL REMAIN uT t THE PROPERTY OF TIE ARCHITECT, THEY ARE TO BE USED CNLY KTH RESPECT TO THIS PROJECT A\D ARE NOT TO BE U5ED ON ANY OTHER PROJECT 5t,PMI1--SICN CR C'STRIEUTION TO FEET OFFICIAL R 5J ATORY N REOJ'REMENTS OR FOR OTrfR PAP05E5.N CONNECTIO\YCTH THE PROJECT 15 NOT TO BE C0115TRIED AS L/i PIkLICATION IN CER06ATION OF THE WITIECT5 COW.�N LAM COPYR16HT OR On"RESERVED R164T5, a d A c Proposed Addition/Alteration 3 Napi Resisence 5218 Peconic Bay Boulevard Laurel, New York 11948 LPA Architects, LLP _/ A R C H I T E C T U P E P L A N N I N G E - www. Ipa- plans . com EXISTING . SCALE: 1/4"=1'-0" N Lemmen Paul Associates,A,chitects LLP 21 Greeley Avenue Sayville,NY 1 1782 Tel: 631 589 2914 Fax: 631 589 6935 = Ipa-plans.com s UNAUTHORIZED ALTERA-71ON OF ANY ITEM ON THI5 DOC.NtENT ^ �, 15 A VIOLATION OF NEW YORK STATE LAN ARK Issue Date: ��\��J\�MSS✓'p�G< ��� JUL 0 6 2015 p Project Date: SEP 2014 �� Y- 4- cn Scale: A 0239J6 ,.o OF NE AS NOTED --� Project# Drawn: Sheet 14028 EPH job: Check: Aa2 NAPPI KMP EXISTING CONDITIONS 0 z F Sheet Notes: Foundation notes: -ALL DEMOLITION 4 DEBRIS MATERIAL TO BE z DISPOSED OF PROPERLY BY CONTRACTOR -VERIFY ALL DIMEN51ONS IN FIELD U PRIOR TO START OF WORK 12 -ALL WOOD MEMBERS IN CONTACT WITH CONCRETE 6 TO BE PRESSURE TREATED PRESERVATIVE (PTP) 11 LUMBER L1 I ---- -ALL NEW EXP05ED SLAB5 ON GRADE I GARAGE � 2X8 RR ® 16" O.G. SLABS SHALL HAVE A MIN. COMPRE551VE STRENGTH 57 2X8 GJ 0 16" O.G. Or 5,500 PSI. SEE TARE R402.2. ON RC-) re ry , O TO DOUBLE STUD AT WIN OWIORODOOR ADJACENT ABOVE (5EE UPLIFT CONNECTIONS SHEET RG-2) a 1b6" D.G., TYP HURRICANE CLIPS 3 O NEW PINE BOX /OAK TREAD STAIRCASE WITH I'-b" HARDWOOD RAIL AS SEL. BY OWNER TO COMPLY WITH R314 d R515 OF THE RE5. CODE OF NYS. i0 PROVIDE NEW 8"Xlb" CMU PILASTER 3-I/2"Xb"X3/8" GAP PLT d " " z 'NeW � - tj FOR STEEL BEARING UNDERPINNED O 3 1/2" VIA. SCHEDULE 40 STEEL PIPE COLUMN W/ Bedrm. Hall 6 X6 XI/2 BASE PLT 2X8 LEDGER TO NEW FOOTING BELOW Q ® SAWUT EXISTING FOUNDATION WALL FOR NEW �p 2X6 RR ® C I b" O.G. _-_ _--- • 2-I.-f5X11.88 I.aE TJ LVL-FLUSI� BEAM POCKET (TYPICAL). SHIM GIRDER WITH 12 1 --rt• STEEL SHIMS ONLY- PACK POCKET WITH I - m - 11.88" TJI 110 JOISTS a 16" O.G. _ TYQ �� NON-SHRINK GROUT (TYP) - 6 T.O. SUB FLR — 3, 1 -------------------- -- j -----------------_____ --• ------------ PROVIDE 2X4 PTP POSTING AT _— --- -�c—�— 2ND FLR I 5 REMOVE EXISTING BOILER, DEMO EXISTING NEW GIRDERS AS INDICATED CHIMNEY DOWN TO BELOW CONCRETE SLAB. (TYPICAL FOR 3 LOCATIONS) PATCH SLAB AS REQ'D TO MATCH EXISTING N 1 _- ti " ; i W 10 X 26 STEEL BEAM - SAWGUT SLAB A5 REQ'D FOR _ _-_�-___-- - O M+ `` _ - `` ' NEW 36"X36"X24" P.G. FOOTING NEW DIRECT VENT, GAS FIRED, HIGH EFFICIENCY w _ -' '- 2X6 GJ ® I6 O.G. , + i V`V (3) #4 BARS EACH WAY, ' - K-------- T - I- CONDENSATE BOILERS W/ 'SUPERSTOR' HOT WATER 2X8 GJ ® 16" O.G. ' i r=====___ ' TOP 3 BOTTOM STORAGE TANKS AS SELECTED BY OWNER O " ; z i 2 2X6 GJ ® I6" O.G.\\ °- d1 ( New ; ; New E 15TING TO REMAIN Great Rm. Kitchen Entry �•' ( `_QI 2-1 15X5.5 IAIE TJ LVL i -- V 1 II; Y: ; (UNDER EXI5TING 2X6 FURLIN) Q C i I _ Exist. ��---__---- Q I i I T.O. SUB FLR — ' ' Cellar • "� '� ly • \\♦ ,I CIF =- z EnIST N6 FLOOR SYSTEM TO REMAIN IST FLR ' (0 I Mech ALTERED %\ 1) ;, C - J Lu REMOVE EXI5TING MAIN BEAM, INSTALL � PROVIDE bXb PTP TIMBER 1-• --. •-----------�_.,,_t �, , r� (UNDER 'STINS 2Xb PURLiN) NEW W 12 X 50 STEEL BEAM GIRDER AREAWAYS AT ALL CELLAR I ; ; 1 ; I j ;;_ ; 1 - 6 'I Q AS INDICATED WINDOWS (TYPICAL FOR 2) ; I 1' I ; i _i i I X j EXlst. ----------- '-- Cellar t-------------- ) ' -- ( 2-2X6 GJ ® 16" O.G. iStiff" 33 '- " to � / \♦��� i•i ~ EXISTING TO REMAIN i•i\� _ 3 I/2" 5AWGUT EXISTING SLAB FOR PLACEMENT ' ' 2-115. 5.5 TJ LVL OF NEW 42"X42"X24" P.G. REINFORCED i FOOTING, PATCH SLAB TO MATCH EXISTING 3 + 3 (IR�DER ISrIN Xb FURL 1N) I + ______________________ w 3 , ♦♦ t= 2X6 LUSH 42"X42"X24" P.G. FOOTING tt W/ (5) #4 BARS EACH WAY, — — X TOP d BOTTOM — BUILDING SECTION A-A I _ _ . , ��i I w ' i i -� RELOCATE EXISTING ELECTRIC ao ; i•i +1 i i i; _ _ ;� PANEL TO NEW LOCATION SCALE: l/4"=l'-0" 1 � a L " I ' iIEXISTING SEPTIC, PUMP ZTO REMAIN cu 11 O ' ' f 1 v Tyr ; ; E REMOVE EXISTING CELLAR WINDOWS, ,___ ___________ SAWGUT FOUNDATION WALL d FRAME FRAMING, PROVIDE NEW FRAME p MASONRY OPENING AS REO'D FOR DEMO EXISTING BATHTUB d WALL INSTALLATICIN OF NEW WINDOW UNITS. WALL AS INDICATED b PATCH WALLS TO MATCH EXISTING 8" Construction Notes: 12 DEMOLISH EXISTING MASONRY CHIMNEY 0 �6 ROOF: TO BELOW GRADE AS INDICATED 3 J _ __ - -- -- 30 YR ARCHITECTURAL ASPHALT SHINGLES L z w 2X8 RR a 16" O.G. 30# FELT BUILDING PAPER v, �( I/2" COX PLYWOOD SHEATHING REMOVE AND DISPOSE OF EXISTING 2X8 GJ � I b" O.G. 2 X 8 ROOF RAFTERS 0I6" O/G NON) 2 X 6 COLLAR TIES 5 a i O/C/ NOW WALLS, DOORS d WINDOWS INDICATED, AS REQUIRED FOP, NEW CONSTRUCTION Revisions: 2 X 8 CEILING JOISTS ® 6" D/G NON) PATCH FINI5HE5/TRAN5ITIONS A5 REQ'D ' ,n INSULATION - SEE SCHEDULE TO MATCH EXISTING CONDITIONS ALL DRAIINNss,5FEGIFIGATIONS A0 GCr,E9 THEREOr RRN15HED BY THE ARCHITECT ARE kV 5HAU REY.AN PROPER OF THE ARCHITECT Thtr ARE TO EE L'S-_D ONLY PATH RESPECT TO THIS PROJECT AND ARE I/2" GYPSUM BOARD - TAPE SPACKLE 3 GOATS THEtt H2A H'JRRIGANE CLIPS NOT TO BE USED ON ANY OTHER FROJEGT 9VEMI551ON GR DISTRIWTION TO MCET OFFICIAL REGULATORY Vl REOVREYEMS OR FOR OTHER PLAPOSE_-'4 CONNECTION WITH THE PROJECT 15 NOT TO BE G&6M ED AS N PL9LIGATION 14 CERDGAT;ON OF THE AfCwT%T5ON GG"ON LAM GOFYRIGNT OR OTFER RESERVED Rt&95. ® 16" O G, P I ICI: WALL: REMOVE AND DISPOSE OF EXI5TING Cl- 18", #1 CEDAR PERFECTIONS - 5 1/2" TO WEATHER CASEWORK, FIXTURES d APPLIANCES b p d) CEDAR BREATHER UNDERLAYMENT GAP EXISTING PIPING AS REQUIRED C - DRAFT RETARDER (TK OR EQUAL) v Proposed Addition/Alteration T 1/2" GDX PLYWOOD SHEATHING 3 4 Hall Bath #2 2 X 4 STUDS ® 16" o/C NOW 1 INSULATION - SEE SCHEDULE FOUNDATION PLAN `A ,�,-11 1/2„ (/2" GYPSUM BOARD - TAPE +E SPACKLE 3 GOATS WALL LEGEND Nap •2-I.75X11.88 IAE TJ LVL-k U5H N i11.88" TJII10JOISTS � I O.G. IST FLOOR: SCALE: 1/4"=1'-0" _ ___ _ T.O. SUB FLR lJ: �: EXISTING FLOOR SYSTEM TO REMAIN 1 ___- _ � EXISTING WALLS REMOVED Resi _ ence aND FLR _ ___ ___ ___ ___ _ _ ___ ___ ___ ___ ___ ___ ___ _ (2) 2 X 6 PTP PLATES ON SILL SEALER �;� -------------------- F- - --- --- -, --- --- - '-- - - --- --- '-- '-- - OVER TERMITE SHIELD 11111111111:11U GMU WALLS r � r-' NEW POURED CONCRETE WALLS Y J •, .. 2ND FLOOR: 18 Peconic Bay Boulevard 3-6 1/2 r FINISH FLOOR ON 3/4" T46 PLYWOOD NEW FRAME WALLS Laurel, New York 11948 r -' SUBFLOOR (STURDI-FLOOR OR EQUAL) -� 11.55" TJI 110 J015T5 ® 16" O.G. NON - SEE PLAN) T.O. SUB FLR h STAIR LANDING ' FOUNDATION: Entry Bath #1 Clst EXISTING TO REMAIN LPA Architects, LLP 8'-0" INSULATION SCHEDULE: ARCHITECTURE PLANNING m3 Xb-FLUSH R-38 ® ALL FLAT CEILINGS w w w. I p a- plans . c o m T.O. �uB FLR R-300 ® ALL VAULTED CEILINGS -•- -•- -- R-22 ® FLAT CEILINC75 BELOW ROOF DECK IST FLR _- ____ EX15T.1,5 F�GGR 1--STEM TO REMAIN IV Lemmen Paul Associates,Architects LLP ----------- \ R-15 ® ALL EXTERIOR WALLS 2X4 21 Greeley Avenue Sayville,NY 1 1782 J R-22 ® ALL UNHEATED CRAWL SPACES d CELLARS Tel: 631 589 2914 Fax: 631 589 6935 °`°"`'r r � i; R-15 ® ALL STAIR WALLS r J 2-I.'75 .5 I.QE TJ LVL Ipa-plans.com z r-� (UNDER 15-,N5 2X% PURL INS) Roof system._ t r in THE NEW ROOF SYSTEM SHALL INCLUDE, BUT NOT BE LIMITED, TO THE FOLLOWING: ALL VALLEYS, EAVES, UNAUTHORIZED ALTERATION -i Mech RAKES, CRICKETS, ETC., TO RECEIVE G.A.F. 'STORM GUARD' FILM SURFACE LEAK BARRIER INSTALLED A5 OF ANY ITEM ON THIS DOG'MENT Q p PER MANUFACTURER'S INSTRUCTIONS. ROOF DECK TO 15 A VIOLATION L RECEIVE G.A.F. 'SHINGLE-MATE' 30 LB BUILDING FELT NEIN YORti STATE LA/V. \ .�° htAf?K,e INSTALLED AS IER MANUFA6TURER"5 INSTRUCTIONS. Issue Date: , l fir, �t r ROOFING SHINGLES TO BE 6.A.F. 'TIMBERLINE' UNLTRA ( ^w ` '+ 30 YEAR 'ARCHITECTURAL-' SHINGLES, INSTALLED A5 II II n R 015 ;I. - PER MANUFACTURER'S INSTRUCTIONS. ALL RIDGE !' , � Project Date: AREAS TO RECEIVE COBRA VENT' RIDGE VENTING W/ O.A.F. 'TIMBERTEX' RIDGE GAP SHINGLES. SEP 2014 N�� �•r `, ' Scale: AS NOTED BUILDING SECTION B-B Project# Drawn: Sheet SCALE: 1/4"=1'-0" 14028 EPH job: Check: Amm3 NAPPI KMP FOUNDATION / SECTIONS I Sheet Notes: Plan notes: O U -DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND ALL OPENINGS. �— -INSTALL BRIDGING IN ALL FLOOR d FLAT ROOF t1) JOISTS, CEILING J015T5 4 BEAMS. BRIDGING SHALL z BE INSTALLED a &-0" O.G MAX d SHALL BE 50LID WOOD BLOCKING 2" X DEPTH OF MEMBER OR 18 U GAUGE METAL STRAP BRIDGING. -PROVIDE CATS AT ALL LOAD BEARING WALLS - -ALL DEMOLITION # DEBRIS MATERIAL TO BE DISP05ED OF PROPERLY BY CONTRACTOR -VERIFY ALL DIMENSION5 IN FIELD PRIOR +`— TO START OF WORK z -ALL WOOD MEMBERS IN CONTACT WITH CONGRETF TO BE PRESSURE TREATED PRESERVATIVE (PTP) LU�- 4'-O" i 12'-4" 30-O LUMBER " -SMOKE DETECTORS SHALL BE INSTALLED IN EACH 5'-6" 151-11" 6'-11 1/2" 3'-Q 1/2" SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA, d AT EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS d CELLARS, BUT U NOT INCLUDING CRAAL5PACES d UNINHABITABLE z 4'-0" ATTICS. SMOKE ALARMS SHALL BE INTERCONNECTED d BE CLEARLY AUDIBLE IN ALL 5EDROOM5 IN L7 3 ACCORDANCE WITH RGNYS SECTION R313. EXISTING Q 3 BUILDINGS UNDERGOING REPAIR, ALTERATION, CHANGE m OF OCCUPANCY, ADDITION OR RENOVATION SHALL BE PROVIDED WITH SMOKE ALARM AS PER APPENDIX J. RGNYS - APP. J - SECTION AJ403.2, EXCEPTION 2: SMOKE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED TO BE INTERCONNECTED 8 HARD WIRED ViHERE t_1 NOT REINTERI WA LL ALL OR CEILING FINISHES ARE U'll RGNY5 - APP. J - SECTION AJ403.3, EXCEPTION Is Lu CARBON MONOXIDE ALARMS SHALL BE INSTALLED p[ IN BUILDINGS, BUT ARE NOT REQUIRED TO BE U 3 ROOF DECK ABOVE INTERCONNECTED OR HARD WIRED EXISTING HATCHED AREA INDICATES INTERIOR WALL OR CEILING FINISHES ARE NOT REMOVED. -ALL NEW INTERIOR TRIM AND DOORS AS , ! H 3046- m m A21 m A21 SELECTED BY OWNER NON) TYP WDH 0410 WDH 2446 ---------- ---- FWH 6C)bll -- - - ------ - = 5 I I ; ;,I I I i I 2 12 - 1 TYP - - CONFIGURATIONS -1.7 X11kLvL-j"kJ,­,, I -2XI0 :i l: ' •z O.II (iALL BUILT IN CABINET iiiul Ii 3 PROVIDE RODTO BE D SIHELTH � ANTEGH BEDRM CLOSET Irr, 1 I ; i ' '� New Clst I 1 ' I liiiili:.'�, O Bedrm. #2 AND 5 SHELVES AT ALL LINEN CLOSETS Oz k n 1 ! , ''e ® Clst mil:; ,,. , ry N N) " N _ n n I e i; ;1 i;l -ALL POCKET DOOR ALCOVES SHALL BE FRAMED n II , — z -O" 11011 4'-6" „ �1 q � m 5 G I I .. ;' ' r ! 1 ' V 15'-10"/9�" m I 5'-O" _ 8i-O r W/ PRE-ENGINEERED STUDS ON FLAT. HEAVY DU Lu `fl .CI V i u " " '` " i ,1'. a I i ., : O O IL < SLIDES AND HARDWARE A MF 'D BY GRANT. 3 I/2 X ' X I ,L 11.88 T 11Ib �J01�T5 ® I6 O.G. , o JI •, , 1 �p .y (`I 3 I/2 3 I/2 i 5142 I NEW PINE BOX OAK TREAD STAIRCASE WITH cY �1 \�(1y I I I I I,, y(.„ , p — _ %a i I . I ry I O HARDWOOD RAIL AS SEL. BY OWNER TO COMPLY 4- > p �I�' T a }___- _= J ,;!; - I I i , I ry ® �i -,• I Bath #3 WITH 11 4 R315 OF THE RES. CODE OF NY5. I O - / _ _ _ Bat #2� �: �;; � ;�—>I� � ry I x cI T illy. -FL 5 '" L I v I' I `r cv - New ' � � I _ ih __ i 5D ,+ i _ I I I �; V W itl t Tv O PROVIDE d INSTALL 'FANTECH' #PBI90 lit -LTSXq.25 I. J 1 " .I l ( N `fl -N - -�" • -- ' 20'-I I/2" �� I, 12-� I/2 -�u , �+ . 2- I/21 �' 3;� I I I I d� 2G68 PGKT m F t nl PREMIUM BATHROOM EXHAUST FAN X I .� 3 I/, " ;� 3 I I , ! ry ry X• Master drm. _ " �� - - �, o„ 2 _ 6' O ��• "r I I 51MP50N HDU5 SHEARWALL TIEDOWN ADJACENT I/2' of 3 1/2 ( - l 3 1/2 l I t I ; I I cp (S DOUBLE STUD EC WINDOW OR DOOR ABOVE _ i i m I (SEE UPLIFT CONNECTIONS SHEET RC-2) m i l „ �1 x,{ m I I 4 m 'lSv ' j 1 ' ! I av �I a6 p ® PROVIDE 5 - 12 DEEP BUILT-IN BIRCH VENEERED, I V C1 Tull �p ,� cv gp - - i- i I s I ! I i ' I �`� _ ae G cr i PAINT GRADE SHELVES W/ 1 1/4 HARDWOOD LIP IO X -- ® 1 8 7'-11" 4 :___ r.01-b 12 2_ I! O SOLID BLOCKING TO JOIST OR GIRDER BELOW ry --- - 1 ! I l i I ' T-t '1'_O,I O �r (I / ��•� TYP 8 1/2" ----�________�, i =-- �t2't_, --- -r �-3 �� 1', ;; 4 i I I i I I ' 2-2 I .I I q © LINE OF 2NO FLOOR WALL ABOVE �0 1 AM FLUSH I ' 'I 5 I'iu I 1�1A i i I I III -2X8 I6" O.G. Vj�g�X 5) I-, STEEL EE • I <<^-I.75Xi1.�8 I.q♦i TJ LVL-F J H .! , I ( _ _ + ry O NEW 36 6A5 FIRED, DIRECT VENT FIREPLACE �_ ' '1 ,. -� -_ -- f I ry I I I I I i 3 ry 2Eb 1L — -�J — —'.t O (V v �� 1 11 x - ------- it � 1 oaco= ' I I i l l �WH __-a — _ , 1 I TYP r- Hall111 It A5 MFG D BY LENNOX OR EQUAL �.; - _______� n , — o to New ' " tea! 8 e II i , 1 " i 1 I 2X8 RR ® I6 O.C.I / 1 '' - 11.88 TJI I10 JOISTS _ ' � � � 80 3 1/2 m SHEDULE 40 STEEL COLUMN POSTED TYP I - x TO FOUNDATION OR STEEL BEAM BELOW N t I I Be rm. #1 v I -� �) I -' 0 ;; ' O.G. I _ = 3 n cv l 1 1 = -- A 11 1 O c TYP 1i O 1J .y I , , , SD �• a PROVIDE PULL DOWN STAIRS - BE55LER ��' T�P I ! Il � SPACE SAVER - R.O. 25-1/2"X54" SET TOP z A s� ���� T 1 , ;__ _ Entry O 3 I ! I ( ; i i ` I i } I 2X8 RR ® Ib" O.G. 7 m 3 OF STAIR FRAME FLUSH TO TOP OF . . 1 New I in 1 ! f I i - X8-FLv�H CEILING JOISTS I !2-I.?5. 11.88 VL-FLU H - - I i 2 2 1 i�Itche a� I _ I i I Roof Decl4 I _ 6 I iv o 'W I �w UP r ICI i I i I I I I 4 ON 2-L75XR.25 I?E LVL1 $' ATE- F IT •PL!_ • dl 1 n - 5 ' N -- — — . ._._.. l I l l ; ! i t 1 1 1 I 1 I = Lin iv c I I ' , a X i — m J ti 1 1 X , 1 _ �� -�7, 0 I I — 2Xb fzR / I O i' a�' V Clst II i i> I 1 , A ® Ib" O.G. 6 + •U) I p� �j ryry III r'= p =-� I ut 11.88" TJI 1101 15T5 ® I6" O.G. '-_- -- I mp j I l 1 1 1 l n �`� OL 1 ti� x ry II I l� L° O V (� -n-" p i l`�o I �- '� I .� \ 14'-4" 21 III' •fl :U ; I•X 1� --- 1----- 611 I------, , , I l t _ _ I j I I ( 3 I/ cY 3 I/2' 1 3 I/ ' (V x — N 8 I It I \ / I 1 1 I l I ry a0 l i I �) v ry lid ' it ry ® ' r 1— ' i . f i Q , ctl ( sobe I q N ( I I ( - TYP I \ 1 _ _J . , 2-2X10 (i) -2, 10 / \ t 3 2 1-15XI1.88LVL ' --- ' �' ry F2 , -T r _r- _•a Ln TYP -- :: --' --- ------ I^4DH 24 b-2 A221 046 iv WTR 20 3-2 Revisions: yF1^IH 60611 ; WDH O`, , I WDH 2 10-2 J,_• L ALL DRAYlNSS,SPECIFICATIONS AND GCF_5 TICREOF YJFN15HED BY THE ARCHITECT ARE A0 S+4ALL REYWS , + ___ I �n THE PRC'ERTY OF THE ARCH,TEGT THEY ARE TO eE I,_ED ONLY KTH RESPECT TO THIS PROJECT AIID ARE 2X6 'DUMMY NOT TO BE VSED ON A`1Y CT_R PROXCT %VMS5,ON CR GSTRIEUTION TO MEET OFFICIAL F-F&LATORY 1n I i i ; i '- "------------` REMOVE AND DISPOSE OF EXISTING 1 " REG9REME`ITS OR FOR OTr`R F RP05E5 N COW rf TICN KTH THE PRO.PGT 15 NOT TO BE CONSTRUED A5 o I , I WALLS, DOORS 3 WINDOWS INDICATED, 3 RAFTERS ® I6 O.G. PUei IGATiON IN DEROGATION OF TN ARC ITEGTS G0^ON LAY1 GOPYRI6NT OR OTHER R ERVED RI6HT5. rA A5 REQUIRED FOR NEW CONSTRUCTION TYR t DEMO EXISTING CHIMNEY PATCH FINISHES/TRANSITIONS A5 REQ'D ' 1 I - - AS INDICATED TO MATCH EXISTING CONDITIONS ' ' -'-•J---- --- T Proposed Addition/Alteration DEMO EXISTING MASONRY STOOP AS INDICATED REMOVE AND DISPOSE OF EXISTING CASEWORK, FIXTURES d APPLIANCES 7 GAP EXISTING PIPING AS REQUIRED ap 1 a1_o" Resi ence -1 3 5218 Peconic Bay Boulevard 2'-b" 2'-611 18'-5 I/2" 4'-O 1/2" Laurel, New York l l 948 41 4'-O" 8'-4" Ir 4'-0 1/2" 30'-0" LPA Architects, LLP ARCHITECTURE PLANNING www, Ipa - pIans . com Lemmen Paul Associates,Architects LLP FIR(� OR PLAN SECOND FLOOR PLAN 21 Greeley Avenue Sayville,NY 11782 !-ST FLOOR N WaLL LEGEND �T WALL LEGEND Tel: pla 589 2914 Fax: 631 589 6935 ='°°`'' i-------- 11 1 11 r___ _ _ SCALE: 1/4"=1'-0" 1 V i=___ Ipa-plans.com SCALE: 1/4 =1 -0 _ _ _ __ EXISTING WALLS REMOVED _ . EXISTING WALLS REMOVED Total Proposed Altered S.F. = 1,140 EXISTING WALLS Total Proposed Added S.F. = 771 EXISTING WALL5 rsl+n>n�la:erw„11�1 NEW WALLS NEW WALLS UNAUTHORIZED ALTERATION OF ANY ITEM ON THI5 PCG.'MENT -•- 15 A VIOLATION OF -THIS HOUSE IS LOCATED IN A WIND BORNE DEBRIS AREA -THIS HOUSE IS LOCATED IN A WIND BORNE DEBRIS AREA kEW YORK STATE LAW SEE RC-2 FOR WINDOW SHUTTER DETAIL Issue Date: `'V r'-,Q SEE RC-2 FOR WINDOW SHUTTER DETAIL JUL U 6 2015 Project Date: SEP 2014 Scale: AS NOTED Project# Drawn: Sheet 14028 EPH Job: Check: A�4 NAPPI KMP FLOOR PLANS I E i z -o Sheet Notes: D Elevation no tes: ALL SOFFITS/PORCH CEILINGS TO BE IX6 TdG O BEAD BOARD PLANKING AS MFG'D BY 'AZEK'U 12 12 UI 50 YEAR 'ARCHITECTURAL' ASPHALT SHINGLES 6 6AS MF&'D BY G.A.F. TIMBERLINE' COLOR: AS SELECTED BY OWNER 1 _ 2O 18", #1 CEDAR-PERFECTIONS AT 5 1/2" TO WEATHER GOLOR/FINISH= BLEACHING OIL, AS PER OWNER -„- TY 30 CONGEALED FLASHING LU 4 O PROVIDE SEAMLESS ALUMINUM GUTTER-5 d IL LEADERS AT ENTIRE HOUSE VERIFY LOCATION OF LEADERS W/ARGHITECT PRIG R TO INSTALLATION IX8 'AZEK' CONTINUOUS FRIEZE BOARD 13 / rr f^ z T m / Q c0 12 � i 1 b� 3 FIF ILTyaicaI Elevation notes: TYP \ • � - T.O. SUB FLR � 21ND FLR J Roof: Ln UJI - _- __ _ 30 YR ARCHITECTURAL ASPHALT SHINGLES AS MFG'D BY 'GAF' TIMBERLINE t COLOR= 'CEDAR BLEND' O I'-6" I I I I P R D 5 I I I I I I RAKE: � = I I I 1 " T.O. SUB FLR TYP I I I I I I I'-6" IX3 'AZEK' TRIM OVER j 1 — — STAIR LANDING IX8 'AZEK' FA501A BOARD OVER I ,r O I I 1 1 1 1 X6 'AZEK' 6 BEAD BOARD SOFFIT PANELS — COLOR: AS PER OWNER I I T s O l Q FA50IA/50FFIT: 1 IFm 2Xb SUB FASG FASCIA,V Q FI I I 'TE 1 T.O. SUB FLR 1 , BOARD OVER ARD W/ I" CONTINUOUS SCREEONED VENT PANELS IST FLR (r P R ) TE e 1 M E D1 !T = 1 SEAMLESS ALUMINUM GUTTER5 d DOWN SPOUTS !T F .� w FWH 606115 1 ( �` COLOR: A5 PER OWNER � WALL: 18", #I CEDAR PERFECTIONS - 3 5 1/2" TO WEATHER RE5AWN d REBUTTED COLOR/FINISH: BLEACHING OIL, AS PER OWNER 1 1 :•______ __�: 1 1 1 1 =:===::_s: 1 1 FRIEZE TRIM: GXI45 i i i i GXI45 IX8 'AZEK' TRIM BOARD OVER EAST ELEVATION �� 1�- 5/4 X GROUND (SEE DETAIL) SCALE: 1/4"=1'-0" COLOR: AS PER OWNER SOUTH ELEVATION wlNDowS: 400 SERIES "WOODWRIGHT" DOUBLE HUNG/AWNING, TEMPERED AS REO'D W/ PREFIN15HED INTERIORS. APPLIED EXTANT SCALE: 1/4"=P-0" GRILLES W/ SPACER BAR AND FULL SCREENS, AS MFG'D BY 'ANDERSEN'. WRAP ALL WINDOWS d DOORS W/ 5/4X4" 'AZEK' TRIM W/ HISTORICAL SILLS w 00 N O V' I_ Cl. C1 ro z N O c v E v ro N t0 12 J 12 ro s J a -- Revisions: ALL DRAW`55,SPECIFICATIONS AND CO-1-3 THEREOF r,w4w eY THE ARCHITECT ARE Ab SHALL RE4AIN THE FROPERTY OF THE ARCHITECT TorY Al[TO eE USCD ONLY W TH RESPECT TO THIS PROTECT AND ARE NOT TO eE USED ON ANY OTHER FRO.ECT .ueM1551CN CR D15TR18UT]ON TO MEET OFFIUAL RES<JLATORY REOVRENEATS OR FOR OTHER PAPOSES I•,CONNECTION AI:a THE PROJECT 15 NOT TO BE C06TRJEO AS FLBLICATION IN DEROSATION OF THE ARCH TLCT5 COMM64 LAA COPYR1614T OR OTHER RES£RvED R16HT5. 4 3 TYP 1 I I 1'-6" Proposed Addition/Alteration k - 1 Na i JIL pI I I I IF I I 1 11 1 Y_11T iA v I i - 12 Resi ence I ' �fb 52I8 _ T.O. SU8 FLR I 1 — Peconic Bay Boulevard 2ND FLR Laurel, New Yorlc 11948 l I T i I T'- l I IY I I T-O. 5UB FLR STAIR LANDING I ,Ll A Architects, LLP ARCHITECTURE PLANNING LL 111 - 1_1 Vill I ri 1 1111 1 IAIII I I I [ I I I www. Ipa - plans . com s I +Ifs T I � I / Lemmen Paul Associates,Architects LLP I / 21 Greeley Avenue Sayville, NY 11782 _ I ( I i I %9"C4"b T.O. SUB FLR � / Tel: 631 589 2914 Fax: 631 589 6935 o IST FLR � I Ipa-plans.com EXISTING RAILINGS IN 'LLIJ O TO REMAIN UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOGU"ENT - IS AVIOLATION OF F1-D � NEY1 YORK STATE LAN Ilssue Date: +.��� y �.� � O JUL o WEST ELEVATION 4 SCALE: 1/4'l—F-0" Project Date: I ' NORTH ELEVATION SEP 2014 s w .,__ =L SCALE: 1/4"=1'-0" '` Scale: 02397''3 AS NOTED Project# Drawn: Sheet 14028 EPH job: Check: wwt.rr NAPPI KMP A5 ELEVATIONS i a • • Sheet Notes: Z Section R301 .2. 1 .2 Section R7021 Section R905 Table 3 . 1 Nailing Schedule WFCM 2012 edition Joint description #of Common nails #of Box nails Nail Spacing UR301.2.1.2 Internal pressure.Windows in buildings lo- TABLE R702.3.5 SECTION R905 ROOF FRAMING toted il, wind-borne debris regions shall have lazed MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD g g REQUIREMENTS FOR ROOF COVERINGS Q� openings protected from wind-borne debris or the build- THICKNESS MAXIMUM MAXIMUM SPACING RAFTER TO TOP PLATE (TOE-NAILED) 5-80 5-IOD PER RAFTER 1- in Rltalll,edesi nedasa .Ilia!! enclosedbuildin inac- OF SPACING OF OF FASTENERS R905.1 Roof coveting application. Roof coverings shall be E• g p Y g GYPSUM ORIENTATION OF FRAMING (Inches) applied in accordance with the applicable provisions of this GLNG J5T TO TOP PLATE (TOE-NAILED) 5-8D 5-IOD PER JOIST (� cordance with the Building Code er Ne,v York State. BOARD GYPSUM BOARD TO MEMBERS SIZE OF NAILS FOR APPLICATION Z Glazed opening protection for wind-borne debris shall (inches) APPLICATION FRAMING (!riches o.c. Nails* Serewab TO WOOD FRAMING• section and the manufacturer's installation instructions V meet the requirements of the Large Missile Test ofASTM App9catlon without sdheslw GLNG JST TO PARALLEL RAFTER (FACE-NAILEV) 4-I6D 4-40D EACH LAP I Iv R905.2 Asphalt shingles.The installation of asphalt slingles E 1996 and of ASTM E 1886 referenced therein. Ceilingd Perpendicular 16 7 12 13 gage,I /4"long, /64"head;0.098 GLNG J5T LAPS OVER PARTITIONS (FACE-NAILED) 4-IbD 4-40D EACH LAP 3/s diameter,1114"long,annular-ringed;or 4d shall comply with the provisions of this section. Exception: Wood structural panels with a inininiuln cooler nail,0.080"diameter, 13/g"long,7/32" COLLAR TIE TO RAFTER (FACE-NAILED) 2-50 2-100 PER TIE wall Either direction 16 8 16 R905.2.1 Sheathing requirements.Asphalt shingles P P thickness of�/16 inch(11.l mm)and a maximum span head. 8 req p g s shall mm),fastened sufficiently to hold in lace.End laps shall be t-1 3 lv be fastened to solidi sheathed decks. offset b 6 feet 1829 mm). BLOCKING TO RAFTER (TOE-NAILED) 2-8D 2-IOD EACH END 1_I of 8 feet (2438 mm) shall be permitted for opening Ceiling Either direction t6 7 12 13 gage,t /g"long, /6q"head;0.098 Y Y ( protection in one-and two-story buildings.Panels shall 1 Ceilingd Perpendicular 24 7 12 diameter,1114"long,annular-ringed;5d R905. RIM BRD TO RAFTER (END-NAILED) 2-I6D 2-I6D EACH END be precut to cover lite glazed openings with attachment 12 cooler nail,0.086 diameter,13/g"long,15/64" slopes f Swope.Asphalt shingles shall only o used unroof ~ hardware provided. Attachments shall be provided in wall Either direction 24 8 t2 head;or gypsum board nail,0.086 diameter, slopes of two units vertical in ]2 units horizontal (2:12)or dailyR90 temperature Ice protection. In area' where the average WALL FRAMING accordance with Table R301.2.1.2 or shall be designed wall Either direction 16 8 16 IS/g"long,"/32"head. greater. For roof slopes from two units vertical in 12 units daily temperature;n January is 25 F(-a C) or less or • • s 19 horizontal(2:12)u to four units vertical in 12 units hori- when Table R301.L(1)criteria so designates,an ice bar- TOP PLAT E TO TOP PLATE (PAGE-NAILED) 2-IbD I 2-IbD I PER FOOT � to resist theconaportents and cladding loads determined Ceiling Either direction l6 7 12 13 gage,1 !g"long, /64"head;0.098 P rier that consists of a least two layers of underlayment ce- inaccordance with the provisions ofthe Bui/diitg Code Ceiling• Perpendicular 24 7 12 diameter,I3/g,long,annular-ringed;6d zontal(4:12),double underlayment application is required Y nfNes ark Stale_. s/8 cooler nail,0.092 diameter,171g"long,1/4" in accordance with Section R905.2.7. mented together or of a self-adhering polymer modified TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-I6D 4-I6D JOINTS-EACH 5 DE Wall Either direction 24 8 12 bead;orgypsurn board nail.0.0915 diameter, bitumen sheet, shall be used in lieu of normal STUD TO STUD (FACE-NAILED) 1-I60 1-40D 24" O.G. R301.2.1.3 Wind speed conversion. When referenced Wall Either direction 16 8 16 1718,long,19/6q"head. R905.2.3 Underlay went.Unless otherwise noted,required underlayment and extend from the cave's edge to a point documents are based on fastest mile wind speeds, the three-second gust ,Find velocities of Figure R301.2 4 Application with adhesive underlayment shall conform with ASTM D 226,Type I,or at least 24 inches(6t0 mm)inside the exterior wall line HEADER TO HEADER (PAGE-NAILED) IbD I6D I6" O.G. EDG 5 g g O Ceilingd Perpendicular 16 16 16 ASTM D 4869,Type I. of the building. shall be converted to fastest mile wind velocities using 3/g g rp Same as above for 3l " sum board TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-IbD 2-40D PER STUD Z Table R301.2.1.3. wall Either direction 16 16 24 g gyp Self-adhering polymer modified bitumen sheet shall Ceiling Either direction 16 16 16 comply with ASTM D 1970. Exception: Detached accessory structures that con- ENV JST OR BLO KINM PLATE TO G (FACE-NAILED) 2-I6D •1,2 2-IbD •1,2 PER FOOT Q 1 5 Same as above for lb.)'and s/g"gypsum twin no conditioned floor area. /2 or /g Ceiling Perpendicular 24 12 16 board,respectively R905.2A Asphalt shingles. Asphalt shingles shall have FLOOR FRAMING m TABLE R301.2.1.2 wall Either direction 24 16 24 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE self-seal strips or be interlocking,and comply with ASTM R905.2.7.2 Underlayment and high wind. a b c d ceiling Perpendicular 16 16 16 1 J5T TO SILL, TOP PLT OR GDR (TOE-NAILED) 4-8D 4-IOD PER JST FOR WOOD STRUCTURAL PANELS � • � Two 8 eP Base ply Waited as above for /2"gypsum D 225 or D 3462. Underlayment applied in areas subject to high winds FASTENER SPACING 3/g layers Wall Either direction 24 24 24 board;face ply installed with adhesive [greater than 110 mph(177km/h)per Figure R301.2(4)] Bi2106IN6 TO J015T (TOE-NAILED) 2-8D 2-IOD EACH END For SI: I inch=2S.4 mm. R905.2.5 Fasteners.Fasteners for asphalt shingles shall be shall be applied with corrosion-resistant fasteners in ac- 4 root 6 root P g FASTENER Panel span <panel span <panel span 1 galvanized steel,stainless steel,aluminum or copper roof- PP f� TYPE x 4 fool s 6 foot s 8 toot a.For application without adhesive,a pair of nails spaced not less than 2 inches apart or more than 2/2 inches apart may used with the pair of nails spaced P� cordance with manufacturer's installation instructions. BLOGiCING TO JOIST (TOE-NAILED) 2-8D 2-10D EACH END L-i 12 inches on center. ing nails,minimum 12 gage[0.105 inch(2.67 mm)l shank 21/2"06 „ , S 3 Fasteners are to be applied along the overlap not farther BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 5-I60 4-I60 EACH BLOCK � 16 12 9 b.Screws shall be Type S or W per ASTM C 100_and shalt be sufficiently long to penetrate wood framing not less than !g inch end metal framing not Icss than with.minimum 3/,-inch(9.5 mm)diameter head,ASTM F Wood screws 31S inch. apart than 36 inches(914 mm)on center. 1667,of a length to penetrate through the roofing materials LEDGER STRIP TO BEAM (PAGE-NAILED) 3-I6D 4-I6D EACH JST � 21/2"p8 16" ]6" l2" c.Where metal framing is used with a clinching design to receive nails by two edges ofmcial,the nsils shall be not loss than Spa inch longer dean the gypsum board and a minimum of 3/,inch(19.1 mm)into the roof sheath- - wood screws thickness and shall have ringed shanks.Where the metal framing has a nailing groove formed to receive the nails,the nails shall have barbed shanks or be 5d, R905.2.8 Flashing.Flashing for asphalt shingles shall eom- 131/2 gage,1 SIS inches long,1 S/64•inch head for'/2-inch gypsum board;and 6d,13 gage,17/g inches long,1 S/64-inch head for S/E-inch gypsum board. ing.Where the roof sheathing is less than 3/4 inch(19.' mm) g g P g JST ON LEDGER TO BEAM (TOE-NAILED) 5-80 3 IOD PER JST O For Si: I inch = 25A Ion, I foot = 304.8 torn, l pound = 0.454 kg, thick, the fasteners shall penetrate through the sheathing. 1 with this section. 1 mile per hour 1.609 km/h. d.Three-eighths-inch4hicksingle-plygypsumbtrerd shallnottxusedoneeeiiingwhereawaterbasedtexturedfinishislobeapplicd,orwhereitwillberequiredto g g p y BAND JST TO JST (END-NAILED) 3-IbD 4-16D PER JST support insulation above a ceiling.On ceiling applications to receive a water-based texture material,either hand or spray applied,the gypsum board shall be Fasteners shall comply with ASTM F 1667. IZ ..This table is based on 110 mph wind speeds and a 33-foot mean roof height. applied perpendicular to framing.When applying a water-based texture material,the minimum gypsum board thickness shall be increased from 3/g inch to R905.2.8.1 Base and Ca flashin .Base and ea flash- BAND JST TO SILL OR TOP PLATE (TOE-NAILED) 2-I6D "I 3-IbD PER FOOT b.Fasteners shall be installed at opposing ends of the wool structural p:lnel. 1/2 inch for 16•inch on center framing,and from 112 tncb to S/s inch for 24-inch on center framing or 1/2-inch sag-resistant gypsum ceiling board shall be used. R905.2.6 Attachment.Asphalt shingles shall have the min- P g P ing shall be installed in accordance with manufacturers ROOF SHEATHING e.l'ypeXgypsumboardforgaregeceiiingsbeneethhabitableroomsshallbeinsialledperpendiculartotheceilingframingsndshallbefeslenedatmaximum6"e.o, imum number of fasteners required by the manufacturer. installation instructions,Base flashing shalt be of either d. where screws are attached to masonry or masonry/stucco,they shall be by minimum 17/g"6d coated nails or equivalent drywall screws. attached utilizing vibration-resistant anchors having a minimum ultimate For normal application,asphalt shingles shall be secured to corrosion-resistant metal of minimum nominal withdrawal capacity of490 pounds. the roof with not less than four fasteners per strip shingle or 0.019-inch(0.483 mm)thickness or mineral surface roll STRUCTURAL PANELS 8D IOD 6" EDGE / 12" FIELD � two fasteners per individual shingle. Where the roof slope 00 tY exceeds 20 units vertical in 12 units horizontal(20:12),s roofing weighing a minimum la hi pounds per ro- DIAGONAL BRD 5HEATHIN6 Q cial methods of fastening are required. For roofs located square feet (3.7ti al of . Cap !lashing shall .0 cotro- Z where the basic wind speed per Figure R301.2(4) is 110 Sion-resistant metal of minimum nominal 0.019-inch I"X6" OR I"X8" 2-8D 2-IOD PER SUPPORT mph(177 km/h)or greater,special methods of fastening are (0.483 trim)thickness. I"XIO" OR WIDER 5-50 5-1012 PER 5UPPORT required.Special fastening methods shall be tested in actor- CEILING SHEATHING LLI Section R703 dance with ASTM D 3161,modified to use a wind speed of R905.2.8.2 Valleys.Valley linings shall be installed in iry y 110 mph(177 km/h). accordance with manufacturer's installation instructions 6YP5UM WALL BOARD 517 COOLERS 5D COOLERS -r EDGE / IF FIELD TABLE R703.4 before applying shingles.Valley linings of the following WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS Shingles classified using ASTM D 3161 are acceptable types shall be permitted: WALL SHEATHING TYPE OF SUPPORTS FOR THE SIDING MATERIAL AND FASTENERS"F'" for use in wind zones less than 110 mph.Shingles classified using ASTM D 3161 modified to use a wind speed of 110 1. For open valley(valley lining exposed)lined with STRUCTURAL PANELS 8D IOD 6" EDGE / 12" FIELD F°"" mph are acceptable for use in all cases where special fasten- metal,the valley lining shall be at least 24 inches NOMINAL SHEATHING wood orwoaf Ftnereoara Gypsum plank P P P Y g FIBERBOARD PANELS THICKNESS" JOiNT PAPER structural perei sl,eathing ono sheathing hmo sheathing Direet to Number m spacing ing is required. (610 mm)wide and of any of the corrosion-resis- SIDING MATERIAL (Inches) TREATMENT REQUIRED sheathing stud stud Into stw stud. •fhstorm tant metals in Table R905.2.8.2. units vertical horizontal bD "3 - 3" EDGE 16" FIELD 0.t2o nail o.I20 nail 0.12o nail 0.120 Not R905.2.7 Underlayment application.For roof slopes from - 0.019r Lap No , " r two uniical in 12 units hl(17-percent slope), 2. For open valleys,valley lining of two plies of min- 25/52" SD 05 5" EDGE / b" FIELD Without 1/, long 2"long 2"long nail allowed eral surface roll roofing,complying with ASTM D insulation up to four units vertical in 12 units horizontal(33-percent GYPSUM WALL BOARD 5D COOLERS 5D COOLERS -1" EDGE / 10" FIELD Horizontal 0.120 nail 0.120 nail 0.120 nail 0.120 Not Same as stud slope),underlayment shall be two layers applied in the fol- 249,shall be permitted.The bottom layer shall be aluminum 0.024 Lap No 1'/,"tong 2"long 2"long nail' allowed spacing lowing manner. Apply a 19-inch (483 mm) strip of 18 inches(457 mm)and the top layer a minimum HARDBOARD 80 8D 6" EDGE / 12" FIELD Will( 0.120 nail 0.120 nail 0.120 nail 0.120 0.t20 nail underlayment felt parallel with Land starting at the eaves,fas- of 36 inches(914 mrn)wide. PARTICLEBOARD PANELS 8D 8D b" EDGE / 12" FIELD insulation 0.019 Lap No I'/"Ion 21/"lot 2y="long nail' 1'/,"long tened sufficiently to hold in place.Starting at the eave,apply 3. For closed valleys(valley covered with shingles), Brick veneer 2 36-inch-wide (914 mm) sheets of underlayment,overlap- valley liming of one ply of smooth roll roofing DIAGONAL BOARD 5HEATHING 2 Concrete masonry Section R703 Yes(Note in) See Section R703 and Figure R703.7' ping successive sheets 19 inches (483 mm), and fastened complying with ASTM D 224 Type 11 or Type III I"X6" OR I"X8" 2-8D 2-IOD PER SUPPORT veneer sufficiently to hold in place. For roof slopes of four units and at least 36 inches(914 mm)wide or valley tin- 6'panel edges vertical in 12 units horizontal(33-percent slope)or f.:ater, ing as described in Items I and 2 above shall be I"XIO" OR WIDER 3-50 5-100 PER SUPPORT ap /16 Note g See R703.2 Note o Note o Note o Note o Note o 12 inter.su ry Panel siding-vertical underlayment shall be one layer applied in the following permitted. Specialty underlayment complying o FLOOR SHEATHING v manner. Underlayment shall be applied shingle ;-hion, with ASTM D 1970 may be used in lieu of the lin- Hardboard'Siding 7/16 Note g See R703.2 Note q Note q Note q Note q Note q Same as stud parallel to and starting from the eave and lapped 2 inches 51 in material. STRUCTURAL PANELS a vertical P g PP ( % CL spacing Z Hardboard' 'I16 Note r Yes Note q Note q Note q Note q Note q 2�r lxan"g TABLE R905.2.8.2 I" OR LESS 8D 100 b" EDGE / 12" FIELD Lap-siding-horizontal VALLEY LINING MATERIAL TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS GREATER THAN I" lop I6D b" EDGE / 6" FIELD 0.113 nail 1'/," 0.113 nail 21/. 0.113 nail 0.113 Not Same as stud MINIMUM O Steel' 29 ga• Lap No Staple-O." Staple-21/2" 2/:"Sta le-2t/ tall" Sta le` allowed spacing THICKNESS WEIGHT MATERIAL MINIMUM GRADES G APPLICABLE RADINGRULES DIAGONAL BOARD 5HEATHING MATERIAL (Inches) GAGE (pounds) Stone veneer 2 Section R703 Yes(Note m) See Section R703 and Figure R703.7" ASTM 13370, Wood shingles of 1,2 or 3 Cedar Shake and ("X6" OR I"X8" 2-8D 2-IOD PER SUPPORT 0.0216 natural! durable wood Shingle Bureau 6d box nail, Cold-rolled copper - 16 oz.per I"XIO" OR WIDER 5-SD 3-IOD PER SUPPORT 0 '/a-11, Note g Note g 6d box nail 6d box nail 6d box nail box nail' 3/a not 6"panel edge nominal square foot R905.7.5 Application.Wood shingles shall be installed ac- „ Particleboard panels allow' 12"inter.sup. cording to this chapter and the manufacturer's installation 1 NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON CENTER AT THE EDGE. C ASTM 8101 g P IF WALL SHEATHING 15 NAILED S INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR ftl a/ Note g Note g 6d box nail 8d box nail 8d box nail box nail' 6d box nail 0.0216 ' instructions.Wood shingles shall be laid with a side lap not CAPACITIES, NAILING REQUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE o.l l3 0.099 Lead-coated copper nominal - 16 oz.per less than 11/2 inches(38 mm)between joints in courses,and CONNECTORS, SUCH A5 SHEAR PLATES , SHALL BE USED TO MAINTAIN THE LOAD PATH. O Plywood panel 31, Note g Note g 0.099 nail-2" 0.113 nail-2'/," 0.099 nail-2" 6"on edges uare foot (exterior cede) nail Wait-2" no two joints in any three adjacent courses shall be in direct g , " o.lzo 0.0162 ASTMB370, alignment.Spacing between shingles shall not be less than s2 SHEAl1 BE PERMITTED TO BE RENUOUS DUGED�O IR CONNECTED-IbD NAIL PER MEMBERS, THE TABULATED NUMBER OF NAILS -' Vinyl siding 0.035 Lap No 0.120 nail�1 t. 0.120 nail 2' 0.120 nai]2M nail' Not Same as stud High-yield copper - 12 oz.per t/,inch to'/g inch(6.4 mm to 9.3 mm).Weather exposure for D Y P Staple-I/. Staple-21, Staple-21, Staple' allowed spacing nominal square foot wood shingles shall not exceed those set in Table R905.7.5. g 3 CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, M Fasteners for wood shingles shall be corrosion-resistant CHECK IBC FOR ADDITIONAL REQUIREMENTS. N Wood'Rustic,drop 'I Min I Lap No Face nailing up to ASTM B101, with a minimum penetration of inch(12.7 mm)into the ' 6 widths,1 nail Lead-coated 0,0162 _ P z Shi la / Average 12 oz. r J p 19 Lap No Fastener penetration into stud-t" n a�2%" Per bearing;8" high-yield copper nominal square per sheathing. For sheathing less than '/2 inch (12.7 mm) in Revisions: p p` _" widths and over, thickness,the fasteners shall extend through the sheathing. Bevil / Staple-2 2 nails r Au.t�+eutrus.s�uFlcAnc�AND ces=s r.Carc:r r,�,v:sfc BY THE AerHlrEcr Arm Arty we,Lt.Re*vlN Pe Aluminum 0.024 - - Wood shingles shall be attached to the roof with two fasten- THE Fw�RTr OF THE ARC"ITrcT THEY A''TO I'._-Lei--,ONLY ITTH R 5PECT TO THIS FfO.ECT AND A4E Butt tip 1I16 Lap No being ers per shingle,positioned no more than 3/4 inch(19.1 mm)- ttOT TO EE 115-�ON ANY OTr�R t'RO.Cr SIP.M:btON CR CISTR:EJTIOY 1D 1+$T OFFICIAL Rf6�AATGRY Lrl 4d Stainless steel - 28 from each edge a and no more than I inch 25.4 mm)above RE00REMENTS OR FOR CTrCR RFFO�_e N Gera. T1C%ATH TK FROXCT 15 Nor TO EE cow-v;.ED A5 N 6"OC on edges, g ( A PleLICAPON IN OER114AT10N OF TK AR:-r,ECTS CO!'*N LAY(COPYR16HT OR OPiR RESERVED RIC,HT5. r14 Fiber cement pallet s/16 Note Yes 6dcorrosion" 6dcorrosion 6dcorrosion _ corrosion Ic ocon 26(zinc - the exposure line. Section R4OZ siding' Note y resistant nail resistant nail resistant nail" resistant intermed.studs Galvanized steel 0.0179 coated G90) nail TABLE R905.7.5 " Zinc alloy0.027 - - WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE Fbercement lap siding' a/16 Note Yes 6d corrosionail' 6dstantnon 6d corrosion _ resistant Note - - t EXPOSUAE(inches) Proposed Addition/Alteration a Note y resistant nail resistant nail resistant nail � Lead 2/ nail' ROOFING LENGTH 3:12 pitch to 4:12 pitch or TABLE R402.2 • For SI: 1 inch=25.4 mm. Painted terse MATERIAL (inches) GRADE 4 4:12 steeper MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE Na DI a. Based on stud spacing of 16 inches on center.Where studs are spaced 24 inches,siding shall be applied to sheathing approved for that spacing. For SI: I inch=25.4 runt, I pound=0.454 kg. No.1 33/ 5 MINIMUM SPECIFIED COMPRESSIVE STRENGTH•(f�) � b. Nail is a general description and shall be T-head,modified round head,or round head with smooth or deformed shanks. JJJJ��� c. Staples shalt have a minimum crown width of 7/16-inch outside diameter and be manufactured of minimum No.16 gage wire. R905.2.$.3 Crickets and saddles. A cricket or saddle 16 No.2 31/ 4 Weathering potential • d. Nails or staples shall be aluminum,galvanized,or rust-preventive coated and shalt be driven into the studs for fiberboard or gypsum backing. shall be installed on the ridge Side of any chimney greater No.3 3 31/ TYPE a LOCATIONS OF CONCRETE CONSTRUCTION Negligible Moderate Severe Resihence e. Aluminum nails shall be used to attach aluminum sitting. than 30 inches(762 mm)wide.Cricket or saddle cover- Basement walls, Foundations and other concrete not exposed c f. Aluminum(0.019 inch)shall be unbacked only when the maximum panel width is 10 inches and the maximum flat area is 8 inches.The tolerance for aluminum in s Shall be sheet metal or of the same material as the No, t 4'/ 5'/ to ltle weather 2,50U 2,500 2,500 siding shall be+0.002 inch of the nominal dimension. g Shingles of 52 18 Peeo n i e Bay Boulevard g. If boards or panels are applied over sheathing ora weather-resistant membrane,joints need not betreated.Otherwise,vcnicaljoints shall occur at studs and becov- roof covering. naturally 18 No. 4 41/ Basement slabs and interior slabs on grade,except garage floor slabs 2,soo 2,Soo 2,sooe Laurel New York 1 1948 ercd with battens or be lapped. R905.2.8.4 Stdewall flashing.Flashing against a verti- wood No.3 31I 4 r It.All attachments shall be coated with a corTosion-resistive coating. cal sidewall shall be b the step-flashing method. 3 Basement walls, foundation walls,exterior walls and other 2,500 3,000d 3,000d i. Shall be of approved type. y P g No. 1 5/ 7/ vertical concrete work exposed to the weather 1 against a vertical a 24 No.2 51 Flashing 5 Other flashing. 8 2. . g. g g 6'/ d j. Three-eighths-inch plywood shall not be applied directly to studs spaced greater than 16 inches on center when long dimension is parallel to studs.One-half-inch R905. Porches'carport P slabs and steps P exposed to the weather,an 2,500 3,000d,O 3,500d,e plywoodshall not be applied directly to studs spaced grealerthan 24 inches on center.Ile stud spacing shall not exceed the panel span rating provided by the manu- front wall,as well as soil stack, vent pipe and chimney No. 5 5ll garage floor slabs �� 1 facturer unless the panels are installed with the face grain perpendicular to studs or over sheathing approved for that stud spacing. flashing, shall be applied according to asphalt shingle LPA Architects, LLP k.Woodboardsidin sidings lied vertical) shall be nailed to horizontal strips or blocking set24inchesoncenter.Nailsshall netmte1.5inchesintostuds,studs pp g P g For ] potrndpersquareinch=6.895kPa. g PP Y 8 � g Pe manufacturers rioted instructions. Forst: I inch=25.4 trim. / and wood sheathing combined,or blocking.A weather-resistant membrane shall be Installed weatherboard fashion under the vertical siding unless the siding p a.At 28 days psi. boards are lapped or battens are used. R905.7.6 Valley flashing. Roof flashing shall be not less b.See Table R301.2(1)for weathering potential. A R C H I T E C T U (' E P L A N N I N G 1. Hardboard siding shall comply with AHA A135.6, than No.26 gage[0.019 inches(0.48 mm)]corrosion-resis- c.Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete in accordance with Footnote d. w w W. l p a - plans . C O nl m.For masonry veneer,a weather-resistant membrane or building paper is not required over water-repellent sheathing materials when a I-inch air space is provided R905.7 Wood shingles.The installation of wood Shingles shall tant sheet metal and shall extend 10 inches(254 mm)from d.Concrete shall be air entrained.Total air content(percent b volume of concrete)shall not be Tess than 5 percent or more titan 7 percent. between the veneer and the sheathing.When the I-inch space is filled with mortar,aweather-resistant membrane or bui Id ing paper is required over studs or sheath- (P Y P P comply with the provisions of this section. the centerline each ova for roofs having slopes less than 12 ing. Y g P e.See Section R402.2 for ininimum cement content. Lemmen Paul Associates,Architects LLP n. Vinyl siding shall comply with ASTM D 3679. R905.7.1 Deck]requirements.Wood shingles shall be in- units vertical in 12 units horizontal(10U percent slope),and o, Minimum shank diameterof 0.092 inch,minimum head diameter of 0.225 inch,and nail lengthmust accommodate sheathing and penetrate framing 1.Sinches. 7 inches(178 mm)from the centerline each way for slopes 21 Greeley Avenue Sayville, NY 11782 p. When used to resist shear forces,the spacing must be 4 inches at panel edges and 8 inches on interior supports. stalled On solid OC spaced sheathing.Where spaced sheath- of 12 units vertical in 12 units horizontal and greater.Sec- Tel: 631 589 2914 Fax: 631 589 6935 q. Minimum shank diameterof 0.099 inch.minimum head diamcierof 0.240 inch.and nail length must accommodate sheathing and penetrate framing 1.5 Inches. ing iS used,sheathing boards shall not be less than 1-inch by tions of flashing shall have an end lap of not less than 4 Ipa-plans.com s r. Vertical end joints shall occur at studs and Shan be covered with a joint cover or shall be caulked. 4-inch(25.4 mmi by 102 mm)nominal dimensions and shall inches(102 mm). s. Fiber cement siding shall comply with the requirements of ASTM C 1186. be spaced on centers equal to the weather exposure to coin- s. See section R703.10.1. tide with the placement of fasteners. u. Minimum 0.102 inch smooth shank,0.255 inch round head. R905.7.7 Label required.Each bundle of shingles shall be R905.7.1.1 Solid sheathing required. In areas whereg UNAUITEM N A 170R�J ICN v. Minimum 0.099 inch smooth shank,0.250 inch round head. g q o o identified by a label of 8n approved grading or inspection OF ANY ITEM ON THIS CGC.JMENT w sec Section R703.10.2. the average daily temperature in January is 25 F(-4 C) 15 A VIOLATION Cr t bureau or agency. E { x. Face nailing:2 nails at each stud.Concealed nailing:one I I gage 1 /2 galv.roofing nail(0.371 inch head diameter,0.120 inch shank)or 6d galy.box nail at each or less,solid sheathing is required on that portion of the New YOR c STATE Lan 'tud, roof requiring the application of an im shirld. Issue Date; y. See gection 09ti1.3,Exceptions. z. Minimum nail length must accommodate sheathing and penetrate framing 1.5 inches. R905.7.2 Deck slope.Wood shingles shall be installed on p g AIL 0 6 Z015 slopes of three units vertical in 12 units horizontal(25-per- cent slope)or greater. Project Date: TABLE R703.5.2 N,.,--r.,._a 1' 4i MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS'•°A N z •;":.;., (Dimensions are In inches) R905.73 Underlayment.In areas where the average daily SEP 2014 \ temperature in January is 25°F(-4°C)or less,or when Table Scale: \�T^'` 023`�7.r'--' LENGTH EXPOSURE FOR SINGLE COURSE EXPOSURE FOR DOUBLE COURSE t a R301.2(1)cn en so designates,an ice bamer that consists O. N F.SNP Shingles' - of at least two layers of underlayment cemented together or AS NOTED L - 16 71/2 12" of a self-adhering polymer modified bitumen sheet, shall 18 81/2 14e extend from the eave's edge to a point at least 24 inches(610 Project # D1 awn: Sheet 24 111/2 1 16 mm) inside the exterior wall line of the building. 14028 EPH Shakes' Underlayment shall conform with ASTM D 226,Type I. - 18 81/2 14 Job. CI•eck: RCmaml 1 24 111/2 18 Exception: Detached accessory structures that contain NAPPI KMP For Si: 1 inch=25.4 mm. no conditioned floor area. a. Dimensions given are for No. 1 grade. b. A maximum 10-inch exposure is permitted for No.2 grade. CODE REQUIREMENTS c. A maximum 11-inch exposure is permitted for No.2 grade. i Sheet Notes: z O U — SOLID POST GYPSUM WALLBOARD ALL OARD INSTALLED IN SIMPSON HDU5 ACCORDANCE WITH CHAPTER 7 (INTERIOR) � HOEDOWN V o Z (� m ROD THROUGHD GYPSUM WALL BOARD INSTALLED IN U BLOCKING - 0 0 0 HEADER II 16D NAIL a 24" O.G. ACCORDANCE WITH CHAPTER 1 Y EACH BAY 1 0 m li I6D NAIL 24" O.G. WOOD 5TRUGTURAL PANEL JOIST HANGER INSTALLED IN ACCORDANCE EACH JOIST WITH TABLE R602.3.1(1) p I X ty MING 11/4" 20 GA GALV . MEMBEIRS AT PANEL EDGES AN17 2 O.G. a HNSTALLED N ACCORDANCESTRAPPING EACH SD NAIL ® b O.G. ON ALL FRAMING MEMBERS NOT AT,J015T �.( (ALL PANEL EDGES) WITH TABLE R602.3.1(I) PANEL EDGE5 I i GPI 80 NAIL a 12" O.G. ON ALL °e i SIMPSON HDU5 FRAMING MEMBERS NOT AT HOEDOWN ° ' PANEL EDGES o . '� �• •op.0•.;, U o. Z o o I °' SOLID P05T a OUTSIDE CORNER DETAIL b INSIDE CORNER DETAIL 0 VER HDU HOLDOWN $ HDU CANTILEVER TYPICAL CANTILE 5 EXTERIOR CORNER FRAMING 1 NO SCALE NO SCALE SCALE:l"=1'-0" SCALE: 1"=1'-0" WFCM 2012 Q cr, w U CORNEIR POST 0 5TU 1/2" BEARING PLATE 51MPSON H2 SIMPSON HDU5 HOEDOWN HURRICANE TIES 1 Connector Schedule MTS 30 ® ib" O.G., PROVIDE MIN 1211 MIN ---________ 3-IOD BOX NAIL5 ® EACH END OF _ MEMBER WIDTH CONNECTOR STRAP INTO STUD (TYP ® EACH 5TUD) /}I, t 1/2" (2X LUMBER) L55U210 SUBFL00R SEE FLOOR TO . _ z FLOOR DETAIL ( X: Q 2 1/2" (WI 40, 60) LSSUH510 SEE ARCHITECTURAL SHEETS 3 1/21, (WI 80) L5SU4310 FOR SPECIFIC DIM. d DETAIL5 1 1/2" (2X LUMBER) THA218 w F-----FLOOR FRAMING m 2 1/2" (WI 40, 60) IUT314 5/8" TFIREADEED ROD — — — - " TUSGAN COLUMN 3 I/2" (WI 80) IUT416 I A5 MFG'D BY HB d G 'REEFER TO THIS SCHEDULE FOR TYPICAL ' II CONNECTIONS UNLESS NOTED OTHERWISE. I I I/2" THREADED ROD r SEE PLANS FOR ALL OTHER CONNECTIONS. ` 12" MIN II Rafter to VV all GUT RAFTER TO ALLOW FOR u SHEATHING TO BE NAILED I ' SEE NOTES AT it TYPICAL FOR ALL TO BOX TOP PLATES tt RIGHT CEILING CONDITIONS n _ Roof (cold frame) jL SIMPSON HDU5 HOLDOWN , GNW COUPLER NUT Ili ANCHOR BOLT (5AB) C520 COILED STRAPPING- WOOD DECKING PROVIDE W-8D COMMON SEE ARCHITECTURAL / NAILS ® EACH RAFTER. II„'I SHEETS LOCKING b HOLDOWN FOR FLOOR TO FLOOR I:`II + GONG. STOOP o I EXTEND ANCHOR II MIN. EMBEDMENT CONNECTOR HDLE MT5 20 ® ib" O.G., PROVIDE MIN v SCALE: 1"=1'-0" I IY BOLT TRHOUGH BLOCKING II t- 3 IOD BOX NAILS ® EACH END OF I�I�1 OR GIRDER BELOW , Ridge STRAP INTO STUD (TYP ® EACH STUD) Cd z GRADE GRADE GUT RAFTER TO ALLOW FOR II " MIN. EMBEDMENT (—,)Rafter to Ride TO BOX TO BE NAILED II ~ AT VAULTED GEILING5 c OR RIDGE BEAM ONLY 1' E Slab Porch-3 4 b TYP. DOUBLE-HUNG WINDOW (U CONNECTOR A i ILL TYPICAL o /j; CONNECTOR B SEE 50HEMLE PORCH HOLDOWN-HEAD I SEE SCHEDULE Roo f SCALE: THREADED ROD, HOEDOWN SYSTEM AS MFG'D BY 51MP50N " Revisions: -1/I6" 5TR1,1,-TURAL Q ALL DRAYtIK55,SPECIFICATIONS AND CG'"ES THEREOF FuQNlS"ED BY THE ARGWTEGT ARE AkD SHALL REMAIN HOOD PANEL MT5 30 a 16" O.G., PROVIDE MIN THE PROPERTY OF THE ARCHITECT THT_Y ARE TO BE Lr_0 ONLY KTH RESFECT TO T14:5 PROJECT AND ARE ROOF FRAMING -I OD BOX NAILS ® EACH END OF NOT TO e_u:`D ON ANY OTHER FRO PCI S.15M15510N OR D15TRIMION TO MEET OFFICIAL REOI.LATORY STRAP INTO STUD (TYP ® EACH STUD) REAR+ ENTS OR FOR OTHER RRPOSFG N CONNECTION IvTH THE PRO,£-CT 15 NOT TO BE C06TRX-0 AS G R3LICATION IN DERO6ATI OUBLE TOP PLATE Joist to Ledger 4 Rafter to Ledger ^ _AG:�I, GT Cm`•`CN L CAPYRIf�M OR OTk.R RESERVED RIGHTS. 2 / " #6 WOOD SCREWS ✓1 � 1 2 TYP REQ'D CONNECTORS O.G. VERTICALLY (SEE SHEET RG-I) 5EE( TABLE RBOI.2.1.2 ON RG-I) ProposedAddition Iteration CONNECTOR B SEE SCHEDULE Nap Al >< � M esi ence 2 I/2" #b WOOD SCREWS RIPPLE - 16" O.G. HORIZONTALLY STUDS (SEE TABLE R301.2.1.2 ON R,-I) I , CONNECTO A 2nd Floor . 5218 Peconic Bay Boulevard f R I I ALL 50REW5 TO BE SECURED SEE 5GHEDULE Laurel, New York 11948 TO FRAME OF WINDOW. PANELS TO BE GUT TO MATCH EXTERIOR 5 Joist to Header 6 Rafter to Header FRAME DIMENSIONS. LSTA 21 BOTH _ SIDES LSTA 21 STRAP 10 SHUTTER DETAIL EACH SIDE OF LPA Architects LLP ��L 3 S TO1 V 1 _ GARAGE HDR HEADER STUDS CONNECTION DETAILS I EXTERIOR WALL SHEATHING SCALE: 1/2"=1'-0" HEADER SNDg HDU5 SHEAP41ALL ERCHITECTURE PLAN N I N G HOEDOWN A5 SCALE: 1"=1'-0" "UPLIFT CONNECTIONS NOT w w, I p a - plans . c o m G520 COILED INDICATED ON SHOWN FOR CLARITY _ STRAPPING PLANS 05 20 COILED STRAPPING ® 16" O.C.VERTIGAL, PROVIDE MIN Lemmen Paul Associates,Architects LLP NO UPLIFT 3-IOD BOX NAILS ® EACH END OF 21 Greeley Avenue Sayv,ile,NY 1 1782 HDU5 5HEARNWLL CONNECTION REQ'D STRAP INTO STUD (TYP ® EACH STUD), Tel; 631 589 2914 Fax: 631 58`� 6935 HOEDOWN AS Z'° ' (5EE DETAIL AT LEFT) Ipa-plans.com INDICATED PLANS— -,� � 8„ 8�� ¢2" MIN. m r- rt- �" '` TERMITE SHIELD OVER ¢ ¢ I I I I`t — STEEL FLITCH PLATE(5) I I 11 O.G O'C' O'G SILL SEALER UNAUTHORIZED ALTERATION 1 I 1 i OF ANY ITEM ON THIS DCG_MENT 55TBLI6 EACH SIDE I I 11 z 55TB I6 (I/2" DIA. 1" MIN EMBEDMENT) W/ 3"X3" 15 A VIOLATION or NEW YORK STATE L�.^l i "" "°�•C/ I'-4" GRADE 50 BEARING PLATES ® 36" O.G. (I STORY) MIN 5 y Z I/2' CASE HARDENED OF OPENING z BOLTS WITH SELF ANCHOR BOLTS SHALL BE LOCATED WITHIN / EVERY CORNER 0 o ry � LOCKING NUTS 2 AT t- 12" OF EACH PLATE SECTION d WITHIN 1211 OF Issue Date: � �n JUL 0 6 2015 EACH END g _ _ EACH CORNER, PROVIDE ANCHOR BOLTS ® LINE of GARAGE: x EACH 51DE OF CELLAR WINDOWS. ALL ANCHOR BOLTS TO BE HOT DIPPED GALVANIZED. Pr o 2X_ NOMINAL LUMBER FOUNDATION oject Date: C520 COILED 5TRAPPI1Q5 0520 COILED STRAPPING 1 st Floor & Sill SEP 2014 T,h I/2" CASE: HARDENED I/4" STEEL BEARING PLATE Gar a e Dwelling _ Scale: BOLTS WITH SELF - ELEVATION (a, SILL TYPICAL WIND UPLIFT CONNECTION AS NOTED LOOKING NUTS AT IC," O.G. STAGGERED SOLID WOOD POST SCALE: I"=1'-0" SCALE: 1"=1'-0" Project# Drawn: Sheet (SEE DETAIL AT LEFT FOR GARAGE CONDITION) AS PER RESIDENTIAL CODE OF NEW YORK STATE REFERENCE: UPLIFT CONNECTIONS WALL OPENINGS -2001 EDITION, AN51 / AFdPA WFGM-2012 �4028 EPH isc YPICAL STEEL FLITCH PLATE 7 „_ SECTION 3.2 2 • 11— '� SCALE: 1/2 —1 0 Job: Check: C. 2 _ 4 A —1 -0 NOS: -ALL STRAPPING TO CONSIST OF MIN. 20 GAUGE I I/4" WIDE NAPPI I<MP UPLIFT CONNECTION 15 RE:QUIRED AT EACH END OF HEADER AND AT BOTTOM OF HEADER STUDS IN ADDITION TO GRADE 33 ASTM A653 STEEL STRAP. CONNECTIONS AT WALL STUDS AND AT TOP AND BOTTOM OF CRIPPLES -ALL MODEL NUMBERS INDICATED ON THI5 DETAIL REFER TO -ALL CONNECTORS AS MANUFACTURED BY "SIMPSON" "51MP50N 5TRONG TIE CONNECTORS" CODE DETAILS