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Home My WebLink About40825-Z �o�gUF t'�QG� Town of Southold 2/2/2017 P.O.Box 1179 's 53095 Main Rd oa4� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38803 Date: 1/31/2017 THIS CERTIFIES that the building ALTERATION Location of Property: 375 Ackerly Pd Ln. Southold SCTM#: 473889 Sec/Block/Lot: 69.-5-12.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/8/2016 pursuant to which Building Permit No. 40825 dated 7/8/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING PER ZBA DECISION#6731, DATED 04-17-2014, AS APPLIED FOR The certificate is issued to Ward,Theresa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40825 01-24-2017 PLUMBERS CERTIFICATION DATED 01-25-2017 Jo Whitecavage ut ed Signature 4, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY dal � Sao BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40825 Date: 7/8/2016 Permission is hereby granted to: Ward, Theresa 375 Ackerly Pond Ln Southold, NY 11971 To: partial demolition and interior alterations only to an existing single family dwelling as applied for. Amended 4/9/2015 for additions to an existing dwelling per ZBA#6731, dated 4/17/2014. Replaces BP#38633 At premises located at: 375 Ackerly Pd Ln. Southold SCTM # 473889 Sec/Block/Lot# 69.-5-12.1 Pursuant to application dated 7/8/2016 and approved by the Building Inspector. To expire on 1/7/2018. Fees: PERMIT RENEWAL $316.50 Total: $316.50 nspector gv of TOWN OF SOUTHOLD BUILDING DEPARTMENT ® TOWN CLERK'S OFFICE v • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38633 Date: 1/21/2014 Permission is hereby granted to: Moraillon, Andre 11',\L,,,ry-!nt ,i 4 225 W Central Park New York, NY 10024 To: partial demolition and interior alterations only to an existing single family dwelling as applied for. Amended 4/9/2015 for additions to an existing dwelling per ZBA#6731, dated 4/17/2014. At premises located at: 375 Ackerly Pd Ln, Southold SCTM # 473889 Sec/Block/Lot# 69.-5-12.1 Pursuant to application dated 1/17/2014 and approved by the Building Inspector. To expire on 7/23/2015. Fees: DEMOLITION $116.50 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $574.00 CO -ALTERATION TO DWELLING $50.00 ELECTRIC $85.00 AMENDMENT T $59.00 Tot $884.50 'blui ding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector,shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,.Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50:00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 D New Construction: Old or Pre-existing Building: (check one) Location of Property: 5q ?V� LiRL�� House No. Street Hamlet Owner or Owners of Property: V-4-L t.0 t l2[4�e 1 CORP—D Suffolk County Tax Map No 1000, Section �! Block L Lot Subdivision Filed Map. Lot:/ ,,,/ Permit No. -1 08 0'S Date of Permit. Applicant:��2U� u eu�dot( Health Dept.Approval: 0,4 Underwriters Approval: Planning Board Approval: L 1PE Request for: Temporary Certificate Final Certificate: ZrN (check one) Fee Submitted: $ C9 A liOSignature pF SO�r�®�® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q (c� .r®l� a® roger.riche rttown.southoId.ny.us Southold,NY 11971-0959 COUNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Ward Address: 375 Ackerly Pond Lane City: Southold St: New York Zip: 11971 Building Permit#: 40825 Section: 69 Block: 5 Lot: 12.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: R.J. Corazzini Electric License No: 33419-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt 28 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 6 Wall Fixtures 9 Smoke Detectors 2 Main Panel 200A A/C Condenser Single Recpt 1 Recessed Fixtures 7 CO Detectors Sub Panel 100A A/C Blower Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 20A Emergency Fixtures Time Clocks Disconnect 200A Switches 32 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Combination Smoke/CO Detector, 2- Paddle Fans, 1- Exhaust Fan, 3 ARC Fault Circuit Breakers. Notes: Inspector Signature: -- Date: January 24, 2017 0-Cert Electrical Compliance Formas o��SVFFO[�-coG - o� y'Z N = Town Hall,53095 Main Road O Fax(631)765-9502 P.O. Box 1179 y?jOl �aO� Telephone(631)765-1802 Southold,New York 11971-0959 BbILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: r-Z Building Permit No. Q Owner: 7m{- — gwez e Ke'LA"d gvp- `�j (Please print) Plumber: c-e (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this lL�S day of 20/, .� D [:CEOVR DD JAN 3 9 2017 Notary Public, County BUILDING DEPT. CHRISTIE NALLOCK TOWN OF SOUTROLD No ry,Public,We d-New York t�48319a0;SgffolkICounty Coiylssinii Expires-Miy 31;20 OF SO(/T�olo covrm,N , TOWN OF SOU LD BUIL NG DEPT. 5-1842._ /FOUNDATION NSPECTION [ IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r L DATE 1 /,f-. . INSPECTOR SO(/ryolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FO NDATION [ ] INSULATION [ FRAMIN STRAPPING [ ] FINAL i [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Cr DATE �� INSPECTOR �oy�00f SOUTy�Io cou TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSP ECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 0 Qs-11-5— INSPECTOR SOUlyolo N O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ` �� INSPECTOR f pti qf soUly° TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ �OUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION 000 [ RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ©0 4 0 l 6 1 4A0 �G ce��Vl CVA�vj � DATE Ib INSPECTOR �ar3F souryo ,moo �o H O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: nc, 5;V-rA hUObi P—gA' Vir� Cov4lqox, ISv� - 'r DATE l INSPECTOR SOUryOlo RU TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE 1� INSPECTOR �gv� ��OE SO(/jyo �o �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [V FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) REMARKS: Shy-� s OK DATE l a INSPECTOR Frank Wolfgang Uellendahl Architect 123 Central Ave POB 316 Greenport, NY 11944 t: 631.477.8624 e: frank@frankuellendahl.com October 5,2016 Submitted to: Building Inspector's Office Town of Southold Project: Alterations and Additions to owners' residence at 375 Ackerly Pond Lane Owners: Mick Murray and Theresa Ward •F Permit#40825 FRAMING INSPECTION I hereby certify in my professional opinion that in regards to the framing of above referenced building the owner and contractor exceeded the framing specifications as depicted on the original permit application.The work that was executed is in compliance with the NYS Residential f.E) ASC Ad F a 1k Uellendahl, • 0216 OF NEV- c��ad� D OCT 1 2 2016 E) BUILDING DEPT. TOWN OF SOUTHOLD Frank Wolfgang Uellendahl Architect 123 Central Ave POB 316 Greenport, NY 11944 t: 631.477.8624 e: frank@frankuellendahl.com October 18,2016 Submitted to: Building Inspector's Office Town of Southold Project: Alterations and Additions to owners' residence at 375 Ackerly Pond Lane Owners: Mick Murray and Theresa Ward aw My Permit#40825 INSULATION INSPECTION To help expedite the construction process at the above referenced renovation project of an historic structure the owners asked me to inspect the insulation so they may go ahead with the drywall installation. The R-30 stonewool insulation in the cathedral ceiling was installed as per REScheck Energy Compliance Certificate. The R-23 stonewool insulation in walls and floors exceed the specifications of the submitted permit application which called for R-21 in walls and R-17 in the floor system. All penetrations have been sealed with foam Fire Stop. I hereby certify that all insulation work was executed as per NYS Residential Code. Sinc I 01 Fran Uellend ,RA ` m � p f d, DD OCT 18 2016 NV, a BUILDING DEPT. TOWN OF SOUTHOLD i� WAS 1_ f r n PLUMBING WE fil ' ,,, 1 • STATE ENERGY CODE AN A ADDITIbNAL COMMENTS -- 1L1 . . ,.Wl!WA P.WA �,,,��r�.� i I M � Ilri�i�111I t �.' r fr'l�'t►111 . V MIA �f VIX //,, IWINKAT3 ---W M, ra moi. _ - - .� w �Ioi TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HAIL' SOUTHOLD,N7Y%�11d�1 z: :, ;,-:-,:_;_•1-7t_;- _.i i/ d' ':.nn,i ii iI• 'i. ,YP) •f,' ,3,•f{;.,.:_d,, 4•oseattd oofBHueialdltihn,g`L PlCn4 'i ';,,•--, TEL: (631)765-1802 i sal - Planning Board approval FAX:_(631)765-9502 Survey,,,' SoutholdTown.NorthFork.net PERMIT NO. 50G � _—Z Check Sep#cFgrm, Trus}ees; 7 Flood Permit Examined I '20 _ .._ - _ - ' _ . ..-_ _ _Storm-Water Assessment Foia►11 "r•-�- 2 ;:.. . i_ Contact: ol _.. _ _ /__ `� • :7 {d' Y•t� r�'r7`�t�l —' .-_ 1 n '. Approved ,20 Mail to:,. G 1 Disapproved a/c Expiration` 7 �20 (I�� _�_._._..... mg ctor =:��APPLICATION FOR BUILDING PERMIT- Ti ERMTT- _"JA.N=. 1.7_2014; :Date'., . >-r.� -J; :, fi:'.,20i'� '. _... INSTRUCTIONS a. appli P S_T be ompletely4filled in by typewriter,or in ink and submitted to the Building;Inspector with;4 s ts_of-plats,,-aec`uiate�-'pl�o�t-pi� o se e.Fee according to schedule. b.Plot plan showing,location of lot and of buildings on;premises,relationship to�adjoining premises,or.public streets,or; j areas,and waterways._._ _. _ _...._ _-' _ _.. c.The work covered by this application may not be commenced before issuance;of Building Permit.,.t s _ "`d:Upon-approval"of this application;the Building Inspector will issue a:Building'Permit to the applicant.Such a permit shall be kept on the premises available,for inspection throughout the work. e.No building shall lie occupied'or u W it whole or iii part'for`any-purp'ose what'so`ever until the'Building Iti§pectbr r issues a Certificate of Occupancy. f.Every U'uil"ding permif shall'expiiie if,the work authorized has'riot;6ommenced-within 12•monttistaftbt the`date bVi Al issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property-have.been.enacibd in the{ititerim;the Building inspector'may authorize,,in writing,the extension of the7permit for'an-'- a' addition six-months-Thereafter,,'a'riew permit shall be.reguired.. APPLICATION IS!HEREBY MADE to the Building;Department for the-issuance of a Building Permit ppmuant,tq;the Building Zone br&iirice of the Town of Southold,Suffolk County,New York;and other applicablo haws,Ordinances or Regulations,for the construction of buildings,additions„or alterations or,for removal or.demolition as:herein described:The applicant agrees to comply with all,applicable laws,ordinances,building;code,housing.code,'and' lregulations,Land;to'admit. authorized inspectors on premises and M. building for necessary inspections. , i' 'Ra'�,�! (Signature of applicant or name,if a corporation) ,.7i:.,.�. d:dl7: :'rhi;k )�,_i i''��ni, sJi '.�' {,id.:' ai=° -'ii' r. ri: 'Yr'^7Yc. .°•t 1i.'.+i is 7(Mailingaddiiss,ofipplicant) ` State whether applicant is owner,-lessee,'agent,,iichitect;,engineer;general cont actbr,°electri6an;plumbeeovbuilder' ? Name of owner ofpremises 'k1,lC(= g(l t_ u[ e-P (As on the tax roll or latest deed) If applicant is a,corporation,signature of duly authorized officer ,e i.l.it: a _ �:• t .71:4L - 1+f t, �;: 1',1 '—�! 'if ,Ysir ii° d (Name and title of corporate,officer) Builders License No. Plumbers License No. Electric'iansLicerise'No:'' t,: ' ,�. .�',;,,' �. �.,t ;, ';,' ;. .,,,_;r•,,; . ..,�'��:<<':,' ,, :;' :, ,d', .. '.' .t'1+% .n ;Cr1;., ;',4n,i ,d) Other Trade's Licensd No: 1. Location of land on which proposed work will be'done: - r�-�r' row L ,c. Nouse Number Street Y Hamlet - , -- County Tax Mali N9,,jQM, Section Block © -_ I;ot;; Subdivision Filed Map No. Lot {p +.L=ri$Ftiii'f ;Y).U:i . �c�fL1?r°G':iSiSet _i L1'.1;•._.,. ..� ;fir , 't r -,' - 4 1'77 2. State existing use an&occupancy-of premises and intended use and occupancy of proposed construction:,,.,, - .a. Existing,use and,occupancy_ P6 b. Intended use and occupancy Lo 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal"' Demolition Other Work (Description) G� 4. Estimated-Cost.--.,,- Fee 2-00 + 0 CC-0 (To be paid ofilfiling this-application) 5. If dwelling;number of dwelling unitsNumber of dwelling units on each floor If garage, number-of cars"" 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. existing structures, if any:F Rear Z Depth 7. Dimensions of exi Front Height Number of-Stories, C Dimensions of same structure with alterations or additions: Front Rear 'Z2A-' Depth 42.j e' Height: 1ON-UmbeedfStories 172- Diffi-ensions of entire-new construction:FrontRe ar Depth Height Number of Stories 9. Siz'c'of lot:-Front':'` DeOth:',-,;, ;,Rear��J � 10.Date 6f Nkhi§661Fdfifi&OWnef INA-mieb 11.Zone or,use distrkim;'_,whi c-h 0.remisd§are, 12.D es vroiDosed.construction violate.any.zoning liw,ordiin'aqice or.regulation?YES NO IV A"A 13. WilIjQt -,bp re-graded7,YES, NO .W, ll,excess=flltbe removed from vremisesZ.y,,ES V., Nq, ,Q- • i'dW41 ,kaij L-g(A.,Photie�N 14M, 5Z761 . e 14.Names'of Own6f'of-piemises,64 u-n.vi 7t(j�j� Address' Name of Architect�aaV W4 Addres§:?0 tS-61 hone'No,4ov 4-D Nitii&6f Cbntract6i ITOO�&60f'd tidal" 6ilind*a''fr e§ 15 a.1�thi"ropertywi-ffiii ' IhNiAt&'w41'anld?'*VESI' NO'Lvf�� p IF YES, SOUT]4dtdTOWN IRED.,- * ' n b.Is this property within 300 feet of a tidal wetland?*!YES -NO '', IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17'.'If dlevatidif at,any;point ori;property-is at 10-feet or below,must provide topographical data on s ey. 18.,,Arf,,.,thereany,covenants,and.re iptio sWith-Tesp!;qt-tp,this,,prgpert !,YES--, N,0 IF YES,PROVIDE A COPY. STATV,OF NEW YORK) K) SS. COUNTY OF lie �iy 0(04(( bein9 duly swom,deposes and says that'(s)he' is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent Corporate-Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed-the saidworkand-tio makearid,,file-this�Appjiq atiom - I . - --- - 1- --- belief;_ __1 -1. -_ I that all statements contained in this application are true to the best of his knowledge and belief,and that-t4qNqtk will-,be performed in the manner set forth in the application filed therewith. li Ji"A Sworn to before me this, o Applicant""'lean A" Ii it""; CAROL HYDELL NOTARY PUBLIC-STATE OF New YORK NO.OIHY6189695 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES 06130120�_(� FORM NO. 3 NOTICE OF DISAPPROVAL DATE:January 21,2014 AMENDED:January 27,2014 TO: Frank Uellendahl(Ward/Murray) 123 Central Avenue Greenport,NY 11944 Please take notice that your application dated January 17, 2014 For permit to make additions and alterations to an existing single family dwelling and convert an existing barn into a workshop at Location of property: 375 Ackerly Pond Lane, Southold,NY County Tax Map No. 1000 -Section 69 . Block 5 Lot 12.1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this on this non-conforming 22,364 square foot lot with two front yards in the XC, u +'-'n *, is not permitted pursuant to Article XXHI, Section 280-124,which states that,on lots measuring between 20,000 and 39,999 square feet in total size,the minimum front yard setback is 40 feet. 1 ) Following the proposed construction, the single family dwelling will have front vard setbacks of 25.5 feet (Ackerly Pond Land)and 34.3 feet(Lower Road). Furthermore,the proposed barn conversion is not permitted Pursuant to Article XXIII,Section 280- 122A.,which'states, "Nothing in this article shall be deemed to prevent the alteration or enlargement of a nonconforming building containing a conforming use,provided that such action does not create any new nonconformance or increase the degree of nonconformance with regard to the regulations pertaining to such buildings." The current structure,which will be the subiect of alterations and the•addition of an outside shower, is currently located in the front yard,which is not permitted pursuant to Article III,Section 280-15,which states, "In the Agricultural-Conservation District and Low-Densitv Residential R-80,R-120,R-200 and R400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear yard." This Notice of Disapproval was amended on January 27, 2014 to include the a barn o versi n. Authorize e Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC.file, ZB.A. BOARD MEMBERS so 53095 Southold Town Hall Leslie Kanes Weisman,Chairperson O�� y�l 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goeher rin � � � g cn ae Town Annex/First Floor,Capital One Bank George Homing G'�c� • �O 54375 Main Road(at Youngs Avenue) Kenneth SchneiderCOu Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF APRIL'17,2014 ZBA FILE#6731 NAME OF APPLICANT:Michael Murray and Theresa Ward PROPERTY LOCATION:375 Ackerty Pond Lane(comer Lower Road),Southold,NY S.C.T.M. 1000-69-5-12.1 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 Sta'te's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE 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 February 25, 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: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRII'TION: The property is a non-conforming 22,364 square foot parcel located in the AC district. The parcel is developed with a one story dwelling, two sheds, and a frame barn. The parcel is an irregularly shaped five-sided property. The,parcel runs 77.67 feet on Ackerly Pond Lane. It then angles to the northeast for 47.40 feet on the comer of Ackerly Pond Road and Lower Road. The property then runs 228.89 feet along Lower Road. The South side of the property runs 68.76 feet. The West side of the property runs 224.70 feet. All is shown on survey prepared by Kenneth M. Woychuk L.L.S. and dated August 30,2013. BASIS OF APPLICATION: Request for Variances from Article XXIII.Section 280-124, Article XXIII Section 280-122A and Article III Section 280-15 and the Building Inspector's January 21,2014,amended January 27,2014 Notice of Disapproval based on an application for building permit for additions/alterations to existing single family dwelling and conversion of.existing bam to workshop, at; 1) less than the code required front yard setback of 40 feet from both streets,2)Increase in non-conformity for the bam conversion,3)barn location in other than'the code required rear yard. RELIEF REQUESTED: The applicant requests variances to construct an addition to the principle structure at less than code required front yard setback of 40 feet. Following proposed construction the single-family dwelling will have a front yard setback,of 25.5 feet from Ackerly,Pond Road and 34.3feet from'Lower Road where the code requires a 35 foot front yard setback. The applicant also requests a variance to renovate the frame barn'in a non- conforming front yard where•code require's accessory structures to be located•in the rear yard. Furthermore, the applicant requests a variance to convert the bam to a workshop with a half-bath and outdoor ,shower, where the Page 2 of 3—April 17,2014 BA#6731—Murray/Ward SC7M#1000-69-5-12.1 code does not permit any new non-conformance or increase in the degree of nonconformance on non-conforming buildings. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on April 8, 2014 submitted a plan moving the outside shower to the rear of the frame barn and bringing the plan into more conformity with the codes. ADDITIONAL INFORMATION: During the hearing testimony was taken that the house was constructed in its existing location around year 1750 and the frame barn was built around year 1900. The applicants testified that they plan on renovating the frame barn into a work shop. The applicant's plan on putting a half bath in the work shop which is permitted by code. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 3,2014 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single-family homes and borders on several agricultural parcels. Many of the homes are older houses which do not conform to the code. It is typical for agricultural parcels to have frame barns. The grant of alternative relief for the outdoor shower location will make the shower the least visible from the street as possible. Further,the proposed sunroom addition is located near the rear of the residence and is hidden from view by the existing barn. The applicant plans on renovating the barn so that it keeps its traditional appearance. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method feasible for the applicant to pursue other than an area variance. The structures have Pre-CO's and were built prior to zoning. The non-conformities currently exist. The property is a corner lot with two front yards. In order for the applicant to conform to current zoning codes he would need to move the existing buildings. Since the buildings have been in their current locations for over 100 years this is not practical and the applicant is only able to renovate his home and accessory barn with the benefit of area variance's. 3. Town Law 4267-b(3)(b)(3). The variance for the front y4rd setback from Ackerly Pond Lane granted herein is mathematically substantial, representing 37% relief from the code. The variance for the front yard setback from Lower Road granted herein is mathematically substantial,representing 15%relief from the code. The variance for the location of the frame barn in a non-conforming front yard granted herein is mathematically substantial, representing 100%relief from the code. However,the structures pre-date zoning and the non-conformities already exist. Adding the outdoor shower to the frame barn will have a minimal impact on the neighborhood. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law _4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law&267-b. Grant of the variances and alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition to the single family home and conversion of the frame barn to a workshop while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3 of 3—April 17,2014 BA#6731—Murray/Ward SCTM#1000-69-5-12.1 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Horning, and duly carried,to GRANT the variances as applied for,and shown on the Architectural plans by Frank Uellendahl,Architect labeled: site plan A-1, dated 04/04/2014, floor plan A-4, and loft plan A-4, cross section A-5, and ,elevation A-7 dated February 7,2014. DENY, the application for the exterior shower as applied for, and GRANT ALTERNATIVE RELIEF for the location of the outdoor shower making the shower less visible from the road. The new location of the outdoor shower is shown on the site plan A-1, dated 04/04/2014 prepared by Frank Uellendahl,Architect. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays andlor a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan andlor 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 future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. 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. Vote oj'the Board.• Ayes: Members Weisman (Chairperson), Schneider, Horning, Goehringer, Dantes. This Resolution was duly adopted(5-0). Leslie Kaneseisman, hairperson Approved for filing /�� /2014 ® EXISTING STRUCTURES AREA SUMMARY AND omOHE LOT AREA = ca.22,364 SF = 100.00% IEM PROPOSED SUNROOM ADDITION EXIST'G DWEWNG = ca. 1,006 SF EXIST'G BARN = ca. 307 SF IN 0 ® PROPOSED DORMER ADDITION EXISTING 307 SF BARN ,q EXIST'G FRAME SHED = ca. 159 SF TO BE CONVERTED TO C�(�' EXIST'G CHICKEN COOP = ca. 85 SF B PROPOSED BARN CONVERSION WORKSHOP WITH HALF BATH ��y�p EXIST'G BLDG. COVERAGE = ca. 1,557 SF = 6.96% Q1 wMD AND OUTDOOR SHOWER of PROPOSED ADDITION = ca. 543 SF RESIDENCE SURVEY BY: KENNETH M WOYCHUK, PLLC DATED:AUGUST 30 2013 NF PROP. GREENHOUSE/POOL= ca. 720 SF PROP. BLDG. COVERAGE = ca. 2,860 SF = 12.79% SOUTHOLD, NY 18.3' ^� 375 ACKERLY POND LN fEXT'G MAX. BLDG.COVERAGE = ca. 4,473 SF = 20.00% ARCNFRAM(UELLENDAHL 123 CEN ML AVENUE SHOP �� P.O.BOK 316 EATED h �TE 631 447718624 'A ED DOORSNGpF � OWNERS TO BE REPAIRED 9Pp PROPOSED DORMER TEREM WARD ON 2ND FLOOR M oN� UDRLN LAjourHOLD,Nr 11971M PROPOSED 543 SF sMOLD852-6784 CONVERTED BARN - FLOOR PLAN SUNROOM ADDITION CR PROPOSED 18'X40' GREENHOUSE WITH ENDLESS POOL DAT 04/04/2014 - 1ST FLOOR SUNROOM ADDITION '/t6°_'-°° 'h6� -D• - 2ND FLOOR DORMER ADDITION PROPOSED SITE PLAN 3IN 2 SITE PLAN - BARN CONVERSION TO WORKSHOP SCTM# = 1000-69-05-12.1 TOWN OF SOUTHOLD g ° NAME Z A APPLICATION SUFFOLK COUNTY, NEW YORK NO A ALTERATIONS AND OR THE � TO THE rs 0 WARD RESIDENCE SOUTHOLD, NY 375 ACKERLY POND LN II ---- ------------------ MUDROOM I TO BE DEMOLISHED I ARCHITECT FRAM(UELIENDAHL 123 CENFPAL AVENUE P.0.B0%316 GREENPORT,NY 11944 TEL 631-477 8624 ° DN p p OWNERS B H Q TERESA k MICHAEL MURRAYRA KITCHEN 375 ACKERLY POND LN SOUTHOLD,NY 11971 TEL:718-852-6794 SUNROOM O w� - - - d ADDITION U U U U LIVING ROOM P °j'� — — — — — — — — — BEDROOMmx Es �m DATE- 02/07/2014 42'-6° SCALE: 3/16°=I'-0fig ' 3 F PROPOSED FLOOR PLAN M� PROPOSED FLOOR PLAN a DWG NAME SCALE: 3/16°= 1'-0° MG.NO A-3 ALTERATIONS AND ADT � TOO THE is WARD RESIDENCE SOUTHOLD, NY 375 ACKERLY POND LN ARCHRECT 313 1/2 1-3' FRANK UELLENDAHL 123 CENTRAL AVENUE P.O BOX 316 F GREENPORT,NY 11944 TEL-631-477 8624 OWNERS P M TERESA WARD &MK2iAEL MURRAY 375 ACKERLY POND LH SOUTHOLD,NY 11971 a TEL 718-852-6794 "n U U U U M LOFT - - LIVING ROOM ON OATS 02/07/2014 42'-6° SCALE, 3/16°=1'-0' PROPOSED FLOOR PLAN e DWO.NAME PROPOSED LOFT FLOOR PLAN A-4 SCALE: 3/16"= 1'-0" DC No ALTERATIONS AND ADDMONS TO THE �s / \ � LJ WMD RESIDENCE / 8 41 SOUTHOLD, NY 375 MXERLY POND LN / LOFT PROPOSED / STUDY DORMER / RA CHITECT / 12 FRANK UDOWL / GREENPORT'A O11944 / TEL 631-477 8624 / € OWNERS 25 OEM WARD / rn &MUOR MURRAY 375 ACKERLY POND 1N SOUTNOLD,NY 11971 TEL 718-852-6794 PRO SED SUNROOM LIVING RM I KITCHEN DATE: 02/07/2014 :✓ z. SGILE 3/8'=1'-0lie ' PROPOSED SECTION e DWG.NAME PROPOSED SECTION A-5 SCALE: 3/8° = 1'-0° ®� DWG.NO A"""A"' ADDMONi M TO THE is HE WARD RESIDENCE ® ® SOUTHOLD, NY ti 375 ACKERLY POND LN HITECT X . ... ... .... FRANK UELLENDAHL ... ... ... ... .. X.: X. 12 3 CENTRAL AVENUE P.O.Box 316 GREENPORT,NY 11944 TEL:-631-477 8624 OWNERS TERESA WARD NORTH-WEST ELEVATION SOUTH-WEST ELEVATION MICHAEL MURRAY 375 ACKERLY POND LN SOUTHOLD,NY 11971 TEL,718-852-6794 ...... ... .... ... ... ...... ... .... ... ... . ... ... ...... = 00 MIA SOUTH-EAST ELEVATION NORTH-EAST ELEVATION DW. 02/07/2014 smf. 1/8.=1.-0. PROPOSED ELEVATIONS IMPOSED ELEVATIONS ON NAME A-7 v%NO July 7, 2015 VIA HAND DELIVERY Southold Building Department 54375 Route 25 Southold, New York 11971 Re: Request to Extend Building Permit#38633 (as amended) at 375 Ackerly Pond Lane Dear Southold Building Department: We are writing to request a six(6) month extension of our current building permit number 38633, as amended April 10, 2015 at 375 Ackerly Pond Lane (Tax map 1000-69-05-12.1). We are making significant progress and have scheduled our foundation inspection for July 16, 2015. However,we will need more time in order to close the permit. Please contact Theresa at 646- 241-4607 (mobile) or 631-407-5018 (home)with any questions or clarifications. Thank you. Sincere) Theresa Ward and Michael Murray(Homeowners) I I JUL , u Home:631-407-5018 Theresa Mobile:646-241-46076'DG DEFT r,3OUTHOLD Theresa Email.tward6th@icloud.com 1 - -- - ---------- - - - W W <�Vq-c otptW----O �( 21 201 { ,x jl� APR -° 1 �- VIA HAND DELIVERY July 7, 2016 Department of Buildings Town of Southold Town Hall Annex Building 54375 Route 25 Southold, NY 11971 Re: 375 Ackerly Pond Lane,Southold Permit#38633 To Whom It May Concern: I respectfully request renewal of my building permit#38633. Enclosed is a check for$316.50. Please contact me with any questions. Sincerely, Theresa Ward Homeowner: 375 Ackerly Pond Lane,Southold Mobile: 646-241-4607 Email:tward6thCc@icloud.com �6®SIIFFQ/rIG STO�]E�IM[WAT]E]k Scott A. Russell SUPERVISOR MANAG1]EI\ IEINT SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 ® Town of Southold 0 # CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES TIES PROJECT INVOLVE ANY, OF THE (FOLLOWING. Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more VB. than 5,000 square feet of ground surface. E] Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑90**C*. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ . Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[ . Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property ner,Design Professional,Agent,Contractor,Other) S.C.T.M. *: 1000 Date. District _ NAMEc5 12, I J j t p Section Block Lot FOR BUILDING DEPARTMENT USE ONLY "*** Contact Information ITrlrphorc\umbrn Reviewed By: — — — — — — — — — — — — — — — — — - - - - - - - -Date- - - - - Property Address / Location of Construction Work: — — — n G �� T(�� L�e 0 Approved for processing Buildingonof Permit. w _ Stormwater Management Control Plan Not Required. DStormwater Management Control Plan is Required (Forward to Engineering Department for Review. Scott A. Russell ,��® `�12) James A. Richter, R.A. SUPERVISOR Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 4,- Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US ®'� JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE:All Contact&Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER (If Different from Applicant) NAME: LF_L ut, (�LcC��(C�w NAME: '1-�,LC�kRC-L �-'l Vkajq ADDRESS: ADDRESS: 1 La Wits! Telephone Number: nt"477— 9;2-4- Telephone Number: r✓'�— r Completed Applications can be picked up at the Engineering Department after being notified by the Department,or, it can be Mailed to the Applicant with the submission of a Self Addressed 8.5 x 1 I"Envelope&Appropriate Postage. DATE: tA - C� — A Property Address/ Location of Construction Work: nc_V-(Z-V2 U-e B90 b S C T M #: 10005 (� 6mr? =D .,L)�' llq+( District Section Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems,Driveways,Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SNICP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations,Replacement of exterior Doors&Windows,Deck Construction with Loose Fit Decking,Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed Stormwater Review Checklist. If No or NA are Indicated, Justification is Required. &Information E G E NG DEPARTMENT USE ONLYReviewed BDate: 17 '��ApF] Adequired: 6 X`(ei2 i ziZ w6?- K ®SUFFQ CHAPTER 236 � STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST DATE: d C- ( APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) ® _ NAME: ®{ S C T M *: 1000 610� Telephone Number: J�3 — 4`� -.:r6 2� District Section Block Lot S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided, 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST Y�IeS O NA If You answered No or NA to any Item,Please Provide Justification Here, show all of the following items: If you need additional room for explanations,Please Provide additional Paper. a. Location&Description of Property Boundaries b. Total Site Acreage. 0 c. Existing-Natural&Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). I LW d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0 e. Limits of Clearing&Area of Proposed Land Disturbance. 00 L'01L' G f. Existing&Proposed Contours of the Site (Minimum z Intervals) g. Location of all existing&proposed structures,roads, driveways,sidewalks,drainage improvements&utilities. h. Spot Grades&Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. 00 j. Location of proposed Soil Stockpile Area(s). 00 k. Location of proposed Construction Entrance/Staging Area(s). 0 1. Location of proposed concrete washout area(s). M.Location of all proposed erosion&sediment control measures. 0� 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate 00 on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 00� b. Construction Entrance&Site Access. 0� c. Inlet Drainage Structures (e.g.catch balms,trench drains,etc) 00 d. Leaching Structures (eg infiltration basins,swales,etc.) �00 a FORM # SWCP Check List-TOS JAN 2014 i i OF SdUlyOl - � o ` i Town Hall Annex J Telephone(631)765-1802 54375 Main Road co • 665 oUth5 P.O.Box 1179 rogerAchertwn.SOo0i .nv.us ! Southold,NY 11971-0959 Q 1xC0U1�T'I,�� - BUILDING DEPARTMENT - — - - - -TOWN OF S.OUTHOLD_ - ---- - - - - APPLICATION FOR ELECTRICAL INSPECTION j REQUESTED BY- Date: Company Name: Name: ' _ k License No.: Address: Phone No.: ' JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: 37L A ell �✓ L^- _ *Cross Street: *Phone No.: Permit No.: Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) - I (Please Circle All That Apply) *Is job ready for inspection: NO o Final Y ! *Do you need a Temp Certificate: YES Temp Information(if neede\ n� *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other ��j *New Service: Re-connect Underground Number of Meters :Change of Service Overhead � i . Additional Information: PAYMENT DUE WITH APPLICATION Y\`Q I - 82-Request for Inspection Form `�� c � o � � NOV 6 2014 j I SO(/ryDfO BLDG DEPT t TTOWN OF SOUTHOLD Town Hall Annex Telep one 63=1$U2 54375 Main Road9 0a P.O.Box 1179 G Q roger.richertCJ 'o`wn sou5tnoltl ny us Southold,NY 11971-0959 '�' �e4�DUfif BUILDING DEPARTNENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION i REQUESTED BY: Date: zz Company Name: W Name: License No.: 3-3 yI f- Address: �j �O Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: -7 *Cross Street: f� *Phone No.: t Permit No.: Tax-Map District: 4000 ection: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) t• (Please Circle AN That Apply) Is job ready for inspection: ES NO Rough In Final *Do you need a Temp Certificate_ : S NO Temp Information(If nee d) *Service Size: has 3Phase 100 950 200 300 350 400 Other *New Service: Re-conn �UndergroundNumber of Meters hange,of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATI E C J NOV ®6 2014 82-Request for lnspecUon Form/ � l BLDG DEPT J TOWN OF SOUTHOLD • is Generated by REScheck-Web Software SFS Compliance Certificate Project THE MURRAY WARD RESIDENCE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4' (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 375 ACKERLY POND LANE Michael and Theresa Murray-Ward Frank Uellendahl SOUTHOLD,New York 11971 1 Main Street,Apt.9L' Architect Brooklyn, New York 11201 POB 316 Greenport, New York 11944 Compliance: Compliance: 12.8%Better Than Code Maximum UA: 235 Your UA: 205 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Ceiling:Cathedral 948 30.0 0.0 0.034 32 Wall:Wood Frame, 16in.o.c. 1,278 21.0 0.0 0.057 61 Window:Wood Frame,2 Pane w/Low-E 133 0.300 40 Window:Wood Frame,2 Pane w/Low-E 37 0.290 11 Door: Glass 40 0.310 12 Floor:All-Wood Joist/Truss Over Uncond.Space1 948 17.0 0.0 0.052 49 I Compliance Statement. The proposed building design described her is nsi with the building plans,specifications,and other calculations submitted with the permit application.The proposed buil i b signed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 5 ly with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Titleip ev V Date 4 ED Rc Project Title:THE MURRAY WARD RESIDENCE Report date: 01/16/14 Data filename: Page 1 of 7 REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified . # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.2 I Construction drawings and ; i❑Complies [PR1]1 ;documentation sufficiently ! ?❑Does Not { demonstrates energy code y, ` U ;compliance for the building I❑Not Observable ; envelope. 1 !❑Not Applicable 103.2, ;Construction drawings and ❑Complies 403.7 ;documentation sufficiently ; i❑Does Not [1,011311 demonstrates energy code I i U ;compliance for lighting and �,❑Not Observable mechanical systems.Systems !❑Not Applicable serving multiple dwelling units ;must demonstrate compliance , with the commercial code. 403.6 i Heating and cooling equipment is: Heating: ; Heating: ;❑Complies [PR2]2 sized per ACCA Manual S based Btu/hr ; Btu/hr :❑Does Not on loads per ACCA Manual J or `Q Cooling: 1 Cooling: ;❑Not Observable other approved methods. Btu/hr Btu/hr ;❑Not Applicable j a Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier3) Project Title:THE MURRAY WARD RESIDENCE Report date: 01/16/14 Data filename: Page 2 of 7 2010 New York Foundation InspectionComplies? Comments/Assumptions - Energy 303.2.1 Exposed foundation insulation ;❑Complies [F011]2, protection. 1❑Does Not ❑Not Observable; ❑Not Applicable 403.8 Snow melt controls. ;❑Complies [F012]? ;❑Does Not 4?' ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE MURRAY WARD RESIDENCE Report date: 01/16/14 Data filename: Page 3 of 7 Section plans'Verified Field Verifled " '` ` # Framing-/Rough-ln'Inspection `Complies?,;: ,Comments/Assumptions. 6s Req:ID Value Value• 402.4.4 ;Fenestration that is not site built .' ",>=r' 'x,❑Complies [FR20]1 ;is listed and labeled as meeting r ;r i❑Does Not i 'AAMA/WDMA/CSA 101/I.S.2/A440 '>.`,v' -;;.'t 0 «' ,,[]Not Observable , or has infiltration rates per NFRC ;. ,• r _ 400 that do not exceed code {" ❑Not Applicable limits. ! 402.4.5'% IC-rated recessed lighting fixturesr'.. ;;' •' ❑Complies [FR161? sealed at housing/interior finish '",z''' .. _; 'q '" a y4`Y; ❑Does Not and labeled to indicate&It;=2.0 I �+ `Y. - `, ��❑Not Observable J cfm leakage at 75 Pa. t❑Not Applicable 403.2.1 Supply ducts in attics are R- R- ;❑Complies [FR12]1 insulated to R-8.All other ducts ; R_ R_ ❑Does Not ;0 in unconditioned spaces or ;❑Not Observable outside the building envelope are; ; ❑Not Applicable insulated to R-6.Not applicable if } I all systems are ductless. i 403.2.2 ;All joints and seams of air ducts, +,-` 4`" ❑Complies [FR1311 air handlers,filter boxes,and , - - ` ' ,•f;, ;i _ {❑Does Not !building cavities used as return ', ducts are sealed. ❑Not Observable , I ❑Not Applicable i e- 403:2.3- ' ;Building cavities are not used as [ 3or plenums. ❑Complies ducts Not ., T, 4 " ❑Not Observable !❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ;❑Complies [F[117]2, above 105 QF or chilled fluids i i �❑Does Not `below 55°F are insulated to R-3. e i ;❑Not Observable , i❑Not Applicable i 403.4 ;' Circulating service hot water R- R- ;❑Complies ; [FR18]2`.' pipes are insulated to R-2. 1 ;❑Does Not ❑Not Observable 1❑Not Applicable 403.5 Automatic or gravity dampers are ', ba; $. ',,❑Complies [FR 19]2 installed on all outdoor air • s 'j., ❑Does Not t intakes and exhausts. p'r'` :, - - ❑Not Observable ❑Not Applicable i Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 1 3` Low Impact(Tier 3) Project Title:THE MURRAY WARD RESIDENCE Report date: 01/16/14 Data filename: Page 4 of 7 t l 2010 York', insulation Inspection Complies? - ;,j; b"Ments/Assumptions ` Ener , 303.1 n All installed insulation labeled or ❑Complies ,[IN13]2 installed R-values provided. ;❑Does Not ❑Not Observable 111 ;❑Not Applicable < Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE MURRAY WARD RESIDENCE Report date: 01/16/14 Data filename: Page 5 of 7 Section Plans,Verified Field Verified #` Final,Inspectiom Provisions Complies?= Comments/Assumptions &Req.ID �lalue Value 402.4.2, Building envelope tightness ACH 50= ; ACH 50= ;❑Complies 402.4.2.1 ;verified by blower door test result! !❑Does Not [FI17]1 of<7 ACH at 50 Pa.This C� I requirement may instead be met ; ;❑Not Observable via visual inspection, in which ❑Not Applicable case verification may need to ; occur during Insulation Inspection. 402.4.3 i Wood-burning fireplaces have —S `❑Complies [FI8]? #gasketed doors and outdoor i❑Does Not �L comb air. 1 I ' <` i^ ipNot Observable i❑Not Applicable 403.2.2 ;Duct tightness via post- cfm cfm ;❑Complies [FI4]1 construction with maximum !❑Does Not leakage of 8 cfm to outdoors,or i 12 cfm across systems.For ;❑Not Observabie rough-in tests,verification may ;❑Not Applicable need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handler. I ; 403.1.1 j Programmable thermostats 1❑Com lies ' [F19]2, installed on forced air furnaces. �. -u ❑Does Not []Not Observable P "❑Not Applicable 403.172° `j Heat pump thermostat installed ( ,' ;❑Complies ; [0110]2 on heat pumps. .j❑Does Not - gym.' �• - .- ' , '• ❑Not Observable ( ,❑Not Applicable 403.4" j Circulating service hot water , ;❑Complies [Flll]2 systems have automatic or 4❑Does Not _ accessible manual controls. t ;' ICON1 ❑Not Observable }❑Not Applicable 403.9.1 -= Readily accessible switch on I ' M ` ;❑Complies [FI12]3' heaters for swimming pools. i' i❑ � Does Not +❑Not Observable s _ ❑Not Applicable 403.9.2 ;Timer switches on pool heaters a❑Complies [FI19131 and pumps are present. i"' "` i❑Does Not .,`J❑Not Observable i 4❑Not Applicable 403.9.3 ;Heated swimming pools have a F, JElcomplies ' [17120]3 i cover.Covers on pools heated a❑Does Not over 90°F are insulated to R-12. f `` ❑Not Observable ' tlNot Applicable 401.3 ° Compliance certificate posted. �; ,,;- ❑Complies [F17]2 is S❑Does Not j❑Not Observable "'EINot Applicable 303.3- ;Manufacturer manuals for ;❑Complies [FI18]3 ?mechanical and water heating 1❑Does Not equipment have been provided. •, i ;:]Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE MURRAY WARD RESIDENCE Report date: 01/16/14 Data filename: Page 6 of 7 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,3 Low Impact(Tier 3) Project Title:THE MURRAY WARD RESIDENCE Report date: 01/16/14 Data filename: Page 7 of 7 S' L 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation . Wall 21.00 Floor 17.00 Ceiling/Roof 30.00 Ductwork(unconditioned spaces): D•• • Window 0.30 Door 0.31 Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments ALTERATIONS DESIGN CRITERIA: ® EXISTING STRUCTURES AREA SUMMARY m AND ADDITIONS LOT AREA = ca.22,364 SF = 100.00% TO THE o GROUND SNOW LOAD - 45 PSF. 10PROPOSED SUNROOM ADDITION EXIST'G DWELLING = Co. 1,006 SF w cc LIVING AREAS AND DECKS - 40 PSF. EXIST'G BARN = ca. 307 SF SLEEPING AREA - 30 PSF, EXIST'G FRAME SHED = ca. 159 SF WIND SPEED - 120 MPH PROPOSED DORMER ADDITION qC' o SEISMIC DESIGN CATEGORY - B �� EXIST'G CHICKEN COOP = ca. 85 SF — W Eµ,, WEATHERING - SEVERE SURVEY BY: KENNETH M WOYCHUK, PLLC ly EXIST G BLDG. COVERAGE = ca. 1,557'SF — 6,96% _ O WARD FROST LINE DEPTH - 36 TERMITE - MODERATE TO HEAVY DATED: AUGUST 30 2013 1111d PROP. SUNROOM ADDITION= ca 403 SF RESIDENCE DECAY - SLIGHT ICE SHIELD UNDERLAYMENT REQUIRED - YES d 41�' PROP, GREENHOUSE/POOL= ca. 720 SF DESIGN IN ACCORDANCE WITH AMERICAN FOREST PROP. BLDG. COVERAGE = ca. 2,680 SF = 11.98% SOUTHOLD, NY PRODUCTS WOOD FRAME CONSTRUCTION MANUAL R 375 ACKERLY POND LN FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD SH. MAX. BLDG. COVERAGE = ca, 4,473 SF = 20.00% U WINDOW SCHEDULE w z 0 z ARCHITECT PROPOSED WINDOWS ARE ANDERSEN PRODUCTS, 400 SERIES o FRANK UELLENDAHL WHITE EXTERIOR, PINE ON INSIDE (UNFINISHED), GRILLES 123 CENTRAL AVENUE AS PER ELEVATIONS; FULL DIVIDED LIGHTS; S/ Js X 316 GREENPORT NYYO11944 GLASS TO BE LOW-E4 INSULATING GLASSCD SCREENS TO BE PROVIDED ON ALL WINDOWS AND DOORS OF v TEL: 631-477 8624 d HARDWARE: ESTATE SERIES, COLOR: SATIN FINISH y'9if� OWNERS PROPOSED DORMER 4 TERESA WARD MURMark Size Description Quantity �(`� ON 2ND FLOOR Z & MICHAEL w 375 ACKERLY PONDOND LN LN B AW55110 AWNINGLR NG 2 y9�� Y OLD, NY 11971 TOL: 718- 852 6794 C A31 AWNING, BR, BATH 2 PROPOSED 403 SF D 3068 inswing EXT. DOOR e.g. Thermo-Tru, BR 1 SUNROOM ADDITION ?c Apr D 3068 outswing EXT. DOOR e.g. Therma-Tru, Entry 1 t SN1.49� E TW20210 DOUBLE-HUNG, LR, future dormer 3 d kAo F TW1832 DOUBLE-HUNG, KITCHEN, LOFT 3 G TW2852 egress DOUBLE-HUNG, LOFT 1 `-' H TW2036 DOUBLE-HUNG, LOFT PD.ROOM 1 �O, 4'(jlV IZI�O Q WINDBORNE Low- � � - DEBRIS PROTECTION SCHEDULE lauNppill PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS o OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, ¢ CD o s SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER z o THE GLAZED OPENINGS OF THE PROPOSED GARAGE G� O �, s a o 2 !7 !? o. z = Cl- Z ¢ ¢ M z FUTURE 20'V30' C) M Q GENERAL NOTES GREENHOUSE WITH Q m ENDLESS POOL C SOF ti o 0 0 AND EQUIPMENT SHALL BE IN N ICIE lz N 1. ALL WORK MATERIAL, � OVv Z o 0ACCORDANCE WITH THE NEW YORK STATE UNIFORM _BUILDING CODE, AND THE NEW YORK STATE ENERGYo 0 CONSERVATION CODE, AND LOCAL AUTHORITIES. 2. ALL LUMBER SHALL BE GRA�E STAMPED DOUGLAS FIR- o DATE: 04/10/2015 LARCH STRUCTURAL GRADE 2 OR BETTER. 3. CONTRACTOR SHALL OBTAIN ALL PERMITS AND SCALE: 116 =1�-nOI�� J SCALE: 1/16" 1'-0" = INSURANCE NECESSARY TO PROTECT THE ENGINEER _ PROPOSED SITE P LA I V Y AND OWNER. SITE PLAN Z 4. -UNTILFLOORINSTALLATION FOUNDATION WALLS DORMER AND SUNROOM ADDITIONS PERMIT 38633 SCTM# = 1000-69-05-12.1 5. THIS DRAWING IS AN INSTRUMENT PREPARED TO __ _ _ TOWN OF SOUTHOLD = DWG. NAME FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND RUll siNot o Pw IT _ .M No oM~NT SUFFOLK COUNTY, NEW YORK A-1 OWNER. � DWG. NO wDion ALTERATIONS ® NEW WALL m AND ADDITIONS D EXISTING WALL 26'-4" TO THE o � CONCRETE STOOP I w 4" CONCRETE SHELF 10, I I z WARD -'�`I-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RESIDENCE G l i - - - - - - - - - - - - - - o PAVED PATIO o SOUTHOLD, NY 375 ACKERLY POND LN z ARCHITECT FRANK UELLENDAHL 2'-6" �o c� 12'-6" •m c� 12'-6 12 6" o 2'-6 0 123 CENTRAL AVENUE P,O,BOX 316 `D o `D o N o � GREENPORT, NY 11944 ® C= W ® m ® TEL: 631-477 8624 FS o W OWNERS N SLAB-ON-GRADE `� '-• •-•— -•—•-• - —•-• - —•-•—•-•— •- -• •- J TERESA WARD " '_' Z & MICHAEL MURRAY 2-6 9-4 91-4- 9-2 w 375 ACKERLY POND LN f 11 1971 CRAWL SPACE FOQTING 2x6 C.J. ® -12" O.C. ] Y SOUTHOLD, N2 6794 36'x36"x18"deep EXT"G CA 3X5 C.J. 24" O.C. =_ z o ' cm N 3 N BASEMENT o . 2X8 TRT'D LEDGER BEAM CA 8" WIDE STONE FOUNDATION WALL !' L — — — — — — — _ ._.—._ :o-_ _._._._._. 1.75x5.5" LVL C.J. @ -12" O.C. 11 0 Lq L — — — — — — — — W/ BRIDGING CHECK _ Z o HEADROOM! Z o Z J d i Q Q � O � 12'-0" 42'=6" s c ZQZ FOUNDATION NOTES STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 READY MIX CONCRETE. ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON N N N UNDISTURBED SOIL. 21 ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. o o a DATE: 04/10/2015 FOUNDATION SCALE: 3/16" = 1'-0" =z 4" FACE BRICK DOWELED INTO CONCRETE FOUNDATION $o PROPOSED 6"-10" POURED CONCRETE FOUNDATION WALL ON FOUNDATION PLAN 1'-6" X 8" POURED CONC. FOOTING W/ KEYWAYcm 3-#4 REBARS - 3" ABOVE BOTTOM OF FOOTING N DWG. NAME 4" POURED CONCRETE SLAB WITH 6X6 10/10 WWM FOUNDATION PLAN r A-2 OVER COMPACTED FILL SCALE; 3/16" = 1'-0" owc No w ALTERATIONS AND ADDITIONS TO THE J X O 26'-4" i WARD 5-8" 5'-8" 5'-8" 4,l12 S-0„4,1112 5,-8„ J RESIDENCE N 4X4 TRT'D POST SOUTHOLD, NY WRAPPED w/ CEDAR 375 ACKERLY POND LN U SINGLE PANE N PAVED PATIO w N METAL WINDOWS Z C'4ARCHITECT / OI o � FRANK UELLENDAHL TILES SET IN ��?J��6 0 123 CENTRAL AVEOX NUE 3 THICK MUD BED yp GREENPORT16 3 NY 11944 N o TEL: 631-477 6624 N DW O0 00 OWNERS BATH a I TERESA WARD 2X6 R.R. ® 16" O.C. Z & MICHAEL MURRAY W/ BRIDGINGKITCHEN W 375 ACKERLY POND LN S U N R O O M o W/D REF. ^`J Y 1971 TOiTHO 8 52,6794 N O `��® A ADDITION — — — — — J D w `'co .u��C�e (UNHEATED) U U u U N LIVING ROOM M `,\Qj —� — — — — — — — — — — N N cli BEDROOM w UPI / C=; � o 5o O U W a cD 4 m ZO M / N d Z C Z WIN O C O r J [V O m N m W u2 D wi O O O N N N � 115 O •S �U o a DATE' 04/10/2015 12'-0" 42'-6" SCALE: 3/16" = 1'-D" PROPOSED 0 FLOOR PLAN o� PROPOSED FLOOR PLAN DWG. NAME 1 o A-3 SCALE; 3/16" = 1'-0" o DWG NO ALTERATIONS AND ADDITIONS TO THE 0 X 26'-4" 28'-2 1/4" o - --- !WARD Ln a RESIDENCE SOUTHOLD, NY 375 ACKERLY POND LN W CD z z ARCHITECT O 4'-0" kl 1 5-4 1/2 FRANK UELLENDAHL 123 CENTRAL AVENUE P.O.BOX 316 — — — - GREENPORT, NY 11944 H °i TEL: 631-477 8624 OWNERS `t TERESA WARD Z & MICHAEL MURRAY P.RM. o W 375 ACKERLY POND LN SOUTHOLD, NY 11971 ATTIC T - -6794 a ❑ 44 4 J112" 4,-8„ 4 J1d2 U U U U = C� LOFT LIVING ROOM 4 BELOW — — — — — — — — — — — — — — — — — — — — — — — — — — � DN ` r. 0 o s z Z D U J a 4 Q 4 H Z C O 3 d = a = C7 a CJ O Q CN m N m 0 O O O N N N C O ^O O .^- Z .- � O O O Qi �U --Fig o a DATE: 04/10/2015 12'-0" 42'-6" - SCALE: 3/16" = 1'-0" PROPOSED W LOFT FLOOR PLAN 0 Z �Q a� ® NEW WALL PROPOSED LOFT FLOOR PLAN �o DWG. NAME A-4 ® EXISTING WALL SCALE: 3/16 = 1 -0 ©� DWG. NO w ALTERATIONS AND ADDITIONS CONT. RIDGE VENT TO THE RIDGE STRAPS EACH RAFTER 2X8 RIDGE BEAM 2X6 R.R. @ 16" O.C. 2X4 C.J. @ 16 O.C. W / \ R-30 STONEWOOL INSULATION o r- / \ (2 2X4 TOP PLATE `� WARD \ w HURRICANE CLIPS TO EACH RAFTER / 1 6 FASCIA BOARD, VENTED = RESIDENCE / (2) 2X4 HEADER EEW ` \ SOUTHOLD, NY / \ 375 ACKERLY POND LN / LOFT \ PROPOSED 1/2° GYPSUM BOARD / STUDY DORMER ARCHITECT / \ \ 2X4 STUD WALL z w/ R-15 STONEWOOL INSULATION FRANK UELLENDAHL / \ " 0 123 CENTRAL AVENUE \ P•O.BOX 316 2'-6 � GREENPORT, NY 11944 / \ TEL: 631-477 8624 / ` \ ROLLED ASPHALT ROOFING OWNERS / ON 1/2" CDX PLYWOOD ON CEDAR BEAD BD. TERESA WARD (21.75"X3.5" CONT. LVL HEADER Z & MICHAEL MURRAY d / W/ HURRICANE BOARDS TO EACH 2X6 RAFTER W 375 ACKERLY POND LN W FASCIAv SOUTHOLD, NY 11971 TEL: 718-852-6794 mrY .50 UEL4 I PROPOSED SINGLE PANE METAL WINDOWS S U N R00 M (POSSIBLY RECLAIMED) 04 TRT'D POST ANCHORED INTO BRICK w/ CBS044 COLUMN BASE OR SIM. LIVING RM BATHROOM FACE BRICK Z w/ HURRICANE CLIPS TO EACH 2X6 RAFTER 4 0 1 X8 FASCIA BOARD s a ¢ � / N m ♦ ♦ ♦ / ' ' / / ' / ' ' / ' ' ♦♦♦♦ ♦♦♦♦ / jrJi N ♦\ ♦ / / W O f� `♦ %/ o (POSSIBLY RECLAIMED) - - - - - - - - - - - - - - - - - - - - - - - - - ♦♦ 4" BRICK SHELF DATE: 02/07/2014 _ r• ;;; a: ; . SCALE: 3/8" — 1'-0" j: .'.e .e x•' �z 1'-6" Y¢ PROPOSED - �� SECTION 0 Z M Q O(n 5 DWG. NAME PROPOSED SECTION o A-5 SCALE: 3/8" = 1'-0" ®Q DWG NO ALTERATIONS AND ADDITIONS F— TO THE f2 WARD RESIDENCE m m m � SOUTHOLD, NY 375 ACKERLY POND LN ++ ++ +++ + + as �� as o0 0o N _ _ W 0 . . . . . . . . . . . . . . . . . . . . . . . . . zARCHITECT FRANK UELLENDAHL En 123 CENTRAL AVENUE NORTH-WEST ELEVATION p P.O.BOX 316 t3= GREENPORT, NY 11944 CD TEL: 631-477 8624 .... .......... OWNERS TERESA WARD MICHAEL MURRAY 375 ACKERLY POND LN SOUTHOLD, NY 11971 M52-6794 UIL F-77-71. F11 I L as F7 )F O 59'-101/,f SOUTH-EAST ELEVATION cx: § cl- = m- !E c_o S2 ;r ad z cm . e o � o � 0 000 Q� NNI DATE: 04/10/2015 SCALE: 1 8 = 1-0 +++ + + + ++ + ++ + PROPOSED ++ + + + ++++ + X . . . . . . pi ELEVATIONS --JE:l POSED ELEVATIONS DWG. NAME A-6 NORTH-EAST ELEVATION SOUTH-WEST ELEVATION DWG. NO DESIGN CRITERIA: LT Em ONS EXISTING STRUCTURES AREA SUMMARY ANDADDITIONS w LOT AREA = ca.22,364 SF = 100.00% o TO THE GROUND SNOW LOAD - 45 PSF.- STRUCTURE TO BE DEMOLISHED EXIST'G DWELLING = ca. 1,006 SF LIVING AREAS AND DECKS - 40 PSF. EXIST'G BARN = ca, 307 SF SLEEPING AREA - 30 PSF. WIND SPEED - 120 MPH SURVEY BY: KENNETH M WOYCHUK, PLLC EXIST G FRAME SHED = ca. 159 SF 1>6 SEISMIC DESIGN CATEGORY - B DATED: AUGUST 30 2013 /S EXIST'G CHICKEN COOP = ca, 85 SF — ��RD WEATHERING - SEVERE O/il Cja� EXIST'G BLDG; COVERAGE — ca. 1,557 SF 6,96% FROST LINE DEPTH - 36 1�Id� � TERMITE - MODERATE TO HEAVY RESIDENCE DECAY — SLIGHT MAX. BLDG, COVERAGE = ca. 4,473 SF = 20.00% ICE SHIELD UNDERLAYMENT REQUIRED - YES a - N DESIGN IN ACCORDANCE WITH AMERICAN FOREST APPROVED AS NOTE® ( SOUTHOLD, NY PRODUCTS WOOD FRAME CONSTRUCTION MANUAL zI 39633� 9 c 375 ACKERLY POND LN FOR 1&2— FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD DATE: B.P.4 c F W WINDOW SCHEDULE FEE. 690 s" BY: - �� A NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE ARCHITECT ��V z PROPOSED WINDOWS ARE ANDERSEN PRODUCTS, 400 SERIES FOLLOWING INSPECTIONS:,1. FOUNDATION - TWO REQUIRED FRANK UELLENDAHL WHITE EXTERIOR, PINE ON INSIDE (UNFINISHED), GRILLES �O �F m 123 CENTRAL AVENUE AS PER ELEVATIONS; FULL DIVIDED LIGHTS; FOR POURED CONCRETE P,O.BOX 316 GLASS TO BE LOW-E4 INSULATING GLASS 2. ROUGH - FRAMING & PLUMB G � GREENPORT, NY 11944 SCREENS TO BE PROVIDED ON ALL WINDOWS AND DOORS 3. INSULATION TEL; 631-477 8624 HARDWARE: ESTATE SERIES, COLOR: SATIN FINISH 4. FINAL - CONSTRUCTION UST 55 SF MUDROOM OWNERS BE COMPLETE FOR C TO BE DEMOLISHED ALL CONSTRUCTION ALL MEET THE TERESA WARD � Z & MICHAEL HURRAY Mark Size Description Quantity REQUIREMENTS OF E CODES OF NEW 375 ACKERLY POND LN A TW28410 DOUBLE-HUNG 8 YORK STATE. NO RESPONSIBLE FO i SOUTHOLD, NY 11971 B AW551 AWNING, LR 2 DESIGN OR CO STRUCTION ERR O S. I Y TEL: 718-852-6794 C A31 AWNING, BR, BATH 2 D 3068 EXT. DOOR e.g. Terms-Tru 2 ;o E TW20210 DOUBLE-HUNG, LR, future dormer 3 W W UGy FUL WINDBORNE DEBRIS PROTECTION SCHEDULE CERTMICATE - PRECUT WOOD STRUCTURAL PANELS WITH A THICKNE F CUPCY OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS SPACING: 12 INCHES, ARE TO BE PROVIDED COVER THE GLAZED OPENINGS OF THE PROPOSE ARAGE GENERAL NOT CopjjpLY WIT H ALL CODES o NEW YORK STATE &`SOWN C® 1. ALL W MATERIAL, AND EQUIPMENT SH BE IN AS REQUIRED A �,OVv` N o N AC DANCE WITH THE NEW YORK E UNIFORM S® Z ILDING CODE, AND THE NEW YO STATE ENERGY CONSERVATION CODE, AND LOC AUTHORITIES. Rp o 2. ALL LUMBER SHALL BE G E STAMPED DOUGLAS FIR- J LARCH STRUCTURAL G 2 OR BETTER. S® o DATE: 01/17/2014 3. CONTRACTOR S OBTAIN ALL PERMITS AND SCALE: 116" =1'-0" SCALE: 1/16' = 1'-0° INSURANCE NE SARY TO PROTECT THE ENGINEER �.m�..R� PROPOSEDAND OWNER. SITE PLAN z SITE PLAN' 4. UNTIL NOT ORASYSTEM INS ON IS COMPLETE LLS INTERIOR ALTERATIONS AND DEMOLITION OF EXISTING MUDROOM SCTM# = 1000-69-05-12.1 M Q 5. THIS DRAWING IS AN INSTRU T PREPAR 0 N TS DWG. NAME FACILITATE CONSTRUCTION AND HAL T BE A1"TONTOWN OF SOUTHOLDCONSTRUED AS A CONTRACT BETW UILDER AND RVIP PiNe PERMIT _ _PP SUFFOLK COUNTY, NEW YORK A-1 OWNER. ©¢ DWG. NO ALTERATIONS AND ADDITIONS 13,_2 1/2„- -- - 10,_3 ,) - - 19,_0,) a TO THE ” 7'-10 1/2 5_4" 4 1 2 14'-4 1/2 13'-4 1/2 D WARD MUDROOM RESIDENCE Lo SOUTHOLD, NY c.-E, 375 ACKERLY POND LN 00U O z ARCHITECT FRANK UELLENDAHL o m 123 CENTRAL AVENUE 00 BATHO PANTRY KITCHEN o P.O.BOX 316 GREENPORT, NY 11944 i� TEL: 631-477 8624 4, OWNERS 70TERESA WARD � & MICHAEL HURRAY W 375 ACKERLY POND LN SOUTHOLD, NY 11971 Y TEL: 718-852-6794 UTILITY RM LIVING ROOM k Q ARc �t — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ,\� UP BEDROOM BEDROOM : = _ Ln cc - � o J d d. FOYER3 � � a O m J C O � N Z O o r DATE: 01/17/2014 Q SCALE: 1/4" = 1'-Q" 3 o AS-BUILT 9'-7" " 11'-9 1/2" 5-4 112" 4 1 2" 13'-10 1/ FLOOR PLAN M7 4 O N �S DWG. NAME EXISTING FIOOR PLAN �� A-2 SCALE: 1/4" = 1'-0" ®¢ DWG. NO w ALTERATIONS EXISTING MUDROOM TO BE DEMOLISHED m AND ADDITIONS TO THE ----------------- �i I I J 42'-6" 14'-0" - ADDITION (19TH CENTURY) 28'-6" 4 ORIGINAL HISTORIC STRUCTURE (18TH CENTURY) W I IN 3.5" X 9.25" PSL PARALLAM O WARD TREATED BEAM 18-0 1/2" I i 6"X8" PERIMETER SILL BEAM ON STONE FOUNDATION RESIDENCE 8" DIA PD. CONC. FOOTING _ RIGID PLASTIC FOOTING FORM — — — — — T2=1- - — t- SOUTHOLD, NY 2 375 ACKERLY POND LN I ` „ �-6m 12'_6 -62'_6 12 Z N o z ARCHITECT coo I m FRANK UELLENDAHL 8 DIA PD. CONC. FOOTING I I I 4- ,i o m 123 CENTRAL AVENUE EXISTINd WALL ABOVE w I L s P,O.BOX 316 C i N x o GREENPORT, NY 11944 TEL: 631-477 8624 :----- " u' ._. ._.— -•—•-• - - - - •- � �� -----u--- � � °� -•— OWNERS 21-6)) 9 -4 x 9;-411 I i 9'-2" I �� TERESA WARD X N1 0. & MICHAEL MURRAY 375 ACKERLY POND LN M I I I I 3 4 SOUTHOLD, NY 11971 I� xlLil i i EXT'G CA 3X5 C.J. @ 28 C. I Y TEL: 718-852-6794 3.5" X 9.25" PSL PARALLAM CRAWL L S PAS E i i I c.l TREATED BEAM N EXT'G, CA. 1" T¢ 15" DEEP o i _____ N U® c� I !---- - �. � o w PROP D; CA. l'--18l' DEEP � � i j -z� � � � F � N ; I 31_811 � I I `� o Cc Lo _7DI 0 ---------- r� 00 � �- --------- I 7BA MEN = I 4N I I Ir—� �� k II �_� [--�i 2X8 GER BEAM �`�� 7A8; ON NCLi 4" O.C.r.r.. _ ._. _. - —._.a._._._. •_• W/ BT Tl CHECK_ HEADR00 I 3 w a o m - U 3.5" X 9.25" PSL PARALLAM 1'-6"X1'-6''X '-6'. 6"dX8"w PERIMETER SILL BEAM TREATED BEAM CONC. FOOTI M1IbER 2'-0" CANTILEVER OF FLOOR SYSTEM o SPIRAL STAIRCASE'POST TO SUPPORT NEW 2X4 EXTERIOR WALL z EXISTING FLOOR JOISTS IN THIS AREA = o s TO BE REMOVED AND REPLACED WITH 2X8s @ 16" O.C. IN N-S-DIRECTION o a DATE: 01/17/2014 SCALE: 1/4" = 1'-0" \1 21_611 j 91_411 J 91_411 91-211 o FOUNDATION PLAN M Q O Cn DWG NAME EXISTING FOUNDATION PLANo A_3 SCALE: 1/4" = 1'-0" ® DWG. NO w ALTERATIONS AND ADDITIONS 10" 7'-5 1/2" 5-3 1/2" 27'_4" 10" TO THE o J MUDROOM TO BE DEMOLISHED -10 N _ 13 -0 W ❑WARD _ I I ' '� " Ln `Ln RESIDENCE 4 -1 6 -6 1/ I p 21 -0 I I 6 -4 4 -6 ❑ II;r, II C D II II A A W SOUTHOLD, NY II 375 ACKERLY POND LN N O II _ I - i� d N n H BAH I GAS RANGE I � o �' i \`� oj ❑ --o I _ n I ---- o ARCHITECTW/ hood FRANK LL 123 CENTRAL AVENUEKITCHEN P,O,BOX 316 -F- GREENPORT, NY 11944 DW5' TUB :W/D REF. TEL: 631-477 8624 N ---- OWNERS 00 ISLAND TERESA WARD & MICHAEL MURRAY 375 ACKERLY POND LN SOUTHOLD, NY 11971 a' TEL: 718-852-6794LIVING ROOM o06 2 cn I I d Z N \ I i - - I ---- GAS F�R�PLACE oN i o N W �l 3l-0ll — — — — — --+ I— — — -T?- — — —I --�--__ — _ J— — — I I — — — — — — — ED I oo UP i —;u '� E ^ I w I w a N BEDROOM z II Ilii Illi II o ❑ i . o � I� m � Il F- w I � Cal 52 52 V m EXISTING ENTRY DOOR o ' ' Ln ,r, I I � II TO REMAIN M II S a II � z S:2 o m 7 ® O o d 4,_3„ 6'_4" 7'-11 1/2" 6'-71/2" 6'-51/4" 6'_4" '-61/2' N o '110" 13'-1 1/2" 4,,L1 2" 27'_4° 10" J 42'_6" o a DATE: 01/17/2014 SCALE: 1/4" = V-0" W Q PROPOSED NEW WALL FLOOR PLAN EXISTING WALL DWG. NAME DEMOLITION PROPOSED FIOOR PLAN o� A-4 SCALE: 1/4" = 1'-0" ©� DWG. NO r ALTERATIONS AND ADDITIONS TO THE o l� 1/2" GYPSUM BOARD ON TOP OF 2X6 EXPOSED COLLAR TIES ® ca. 28" O.C. 2X12 NEW RAFTERS SISTERED TO EXT'G 08 RAFTERS @ CA. 28" O.C. \ INSTALL 2X12 RAFTER IN MID FIELD D WAR® / INSTALL R-38 BATT INSULATION BETWEEN RAFTERS (ON BAFFLES) �2 RESIDENCE W Ifl \ \ SOUTHOLD, NY / \ EXISTING ASPHALT SHINGLES TO REMAIN 2' 375 ACKERLY POND LN LOFT \ \ STEEL HANDRAIL / o STUDY ` CD / - 2 -2 \ o ARCHITECT / \ FRANK UELLENDAHL 123 CENTRAL AVENUE P.O.BOX 316 \ GREENPORT, NY 11944 1" STEEL TENSION ROD / / o \ TEL. 631-477 8624 / \ OWNERS \ HURRIC AY NE C PS RAFTER TERESA WARD \ FROM �2)1.75�`,X9.5�LVL HEADER a, o W 375 ACKIERLYLPOND RLN \ TO 2X12 R.R. @ 16 O.C. SOUTHOLD, NY 11971 (3) 2X8 CONT. HEADER Y TEL; 718-852-6794 a, I ca. 5' POCKET DOOR (FLOOR TO CEILING) VENTED FRIEZE BOARD vi 11 (2)2X6 HEADER (TYP.) C5 N � M I �� '1 tu r- � � r R-21 BATT INSULATION- 2X4 NSULATION2X4 SUBSILL LIVING RM KITCHEN EXT'G WALL FRAMING TO BE STRAPPED TO NEW NEW 2 IILk�� R- ATT INSULATION 2X8 FLOOR JOISTS i– (T'G 4) A 27" O.C. EXT'G 8X6 PERIMETER BEAM W EXISTING STONE FOUNDATIO I 2X8 F.416" O.C. w/ BRIDGING Z TO BE REPAIRED o TO BE REMO gCn 3.5"x11.25" TRT'D PSL BEAM TO BE STRAPPED TO EA FLOOR JOIST 3.5"0.25" TRT'D PSL BEAM TO BE AS WELL AS TO NEW 2X4 SILL PLATE AND STUDS (TYP.) STRAPPED TO EA 2X8 FLOOR JOIST s � � N _ 2" RAT SLAB a W CZ) PB 44 STANDOFF BEAM BASE s DIA. POURED CONC. FOOTINGJ o pf ' RIGID PLASTIC FOOTING FORM • �� , EXISTING STONE FOUNDATION Z DATE: 01/17/2014V-0" ;,',. •,.°: "' SCALE: 3/8" - 1'-0„ i •• 'fid' ,1 =Z 3 PROPOSED SECTION 0 J 21-0$1 J 111-71) J 6 -0 J 2J-01 J DWG. NAME PROPOSED SECTION � A-5 SCALE: 3/8" = 1' 0" ©s DWc NO w ALTERATIONS AND ADDITIONS TO THE o �.lzJ.l X �. El WARD RESIDENCE - w SOUTHOLD, NY Y 375 ACKERLY POND LN z z ARCHITECT TE C� mCD � FRANK UELLENDAHL ILL11�1Lj [Aa Lul 123 CENTRAL AVENUE P.O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 _ w g OWNERS TERESA WARD NORTH-WEST ELEVATION SOUTH-WEST ELEVATION Z & MICHAEL HURRAY W 375 ACKERLY POND LN SOUTHOLD, NY 11971 Y TEL: 718-852-6794 FERa d a C g 4WFFT m m m m a U' o m E5 d � N Z - 0 SOUTH-EAST ELEVATION NORTH-EAST ELEVATION o a DATE: 01/17/2014 Q SCALE: 1/8" = 1'-0° AS-BUILT ELEVATIONS ZoZ M 6 O N EXISTING ELEVATIODWG, NAME A-6 DWG NO ' ALTERATIONS m � AND ADDITIONS o TO THE J_ (%1 J X D El WARD RESIDENCE SOUTHOLD, NY 375 ACKERLY POND LN W 11 till]Hull III L 111-1 Ll 11 1111 1 hu 11 111 11111 HIIII IIIIII IIIIII[lull till pit IIIIII It 11 11 11 1 LI 11 U LI 11 U Z m [] LIT-11 z ARCHITECT 11 11 111111 Hull 11 111 Hull[lull I111 111111 lull F1111 13 FRANK UELLENDAHL ❑ m 123 CENTRAL AVENUE o P.O.BOX 316 till 11 till 11 till it 1111 It III liiiiii 11111 liiiiii 1111111111111111111 �-= GREENPORT, NY 11944 III mull Hull Hull Bull I I +IJ Ll I tH 11 Ili C.DTEL: 631-477 8624 W d OWNERS TERESA WARD NORTH-WEST ELEVATION SOUTH-WEST ELEVATION Z & MICHAEL MURRAY W 375 ACKERLY POND LN SOUTHOLD, NY 11971 Y TEL: 718-852-6794 " ED X49 Eli Com . a tz t 3 � It Jill it 1111 R till Jill 111111111 11 IIIA It fill 11 1111 111111111 11111111111111111 ................ I 1�111111 IU 11 1 HLI I z U a LJLJ Z w o fr N p' O SOUTH-EAST ELEVATION NORTH-EAST ELEVATION J U A a DATE: 01/17/2014 SCALE: 1/8" = V-0" 3 o PROPOSED 0 ELEVATIONS M O to PROPOSED ELEVATIONS �o DWG. NAME A-7 ©¢ DWG. NO FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM m INTERIOR • w ALTERATIONS 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED Joint Description Nail Sizes Nail Spacing �2 W DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR ROOF FRAMING BETTER. X Rafter to Top Plate Toe— ailed) — all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 — 8d per rafter U 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1 5/8" Ceiling Joist to Top late ,Toe—nailed n/o per foist w ' Ceiling Joist to Parallel Ra ter (Foe—nailed) n/a each lap o MIN. THICKNESS OR AS NOTED, Ceiling Joist Laps over Partitions Face—nailed) n/a each lap 0 3. ALL SUBFLOORING, TO BE APA RATED STURD—I—FLOOR, Collar Tie to Rafter Face-nal ed) n/a per tie Blocking to Rafter ( o —nailed 2 — 8d each end EXPOSURE 1, 3/4 MIN. THICKNESS. ALL EDGES OF Rim Board to Rafter End—nal ed) 2 — 16d each end PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. WALL FRAMING = RESIDENCE Top Plate to Top Plate (Fac —nailed), 2 — 16d per foot 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plates at ntersections Face—Walled) 4 — i6d joints—,gach side BROOKLYN NY WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Stud to Stud (!Facnailed) 2 — 16d " 24 O.C. TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Header to Header (Face—nailed) 16d 16 o.c. along edges 11 70TH STREET MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 20 stud z 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 2 — 16d per 2x8 stud ARCHITECT AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED FRANK UELLENDAHL 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face—nailed) 2 — 16d 2 per foot m 123 CENTRAL AVENUE o CIRCULATION IN ROOFS. P.O.BOX 316FLOOR FRAMING GREENPORT, NY 11944 S2 TEL: 631-477 8624 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Joist to Sill Top Plate or irder.(Toe—nailed) 4 — 8d per joist OWNERS stairs etc. ) OR AS NOTED ON DRAWINGS, Bridging to Joist Toe—nailed 2 — 8d each end 4 Blocking to Joist Toe—nailed 2 — 8d each end MICHAEL VERDIRAME & 7. DOUBLE UP FRAMING UNDER ACL POSTS AND PARALLEL Blocking to Sill or Top Plate ( Toe—nailed) 3 — 16d each block ¢ STEPHANIE EBEYER-VERDIRAME Ledger Strip to Beam (Face—nailed) 3 — 16d each joist Z 11 70TH STREET PARTITIONS OR AS NOTED ON DRAWINGS. Joist on Ledger toearn (Toe—nailed) 3 — 8d per joist BROOKLYN, NY 11209 Band Joist to Joist B(End—nailed) 3 — 16d per 1oist 347-327-4340 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Band Joist to Sill or Top Plate (Toe—nailed) 2 — 16d per foot WITH RATED GALVANIZED METAL CONNECTORS BY ROOF SHEATHING Y A "TECO" OR APPROVED EQUAL". l) �� Structural Panels 8d 4" o.c. ,perimeter zone 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. other 6' o.c. edges of -�AN BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS panel, 12" o.c. Interior SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. of panel ALL EXTERIOR NAILS SHALL BE GALVANIZED. Diagonal„Boarq, Sheathing „ 1„ x 6 „or 1 x 8 2 — 8d per support or wider 3 — 8d per support 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" a o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. CEILING SHEATHING INTERMEDIATE. _ Gypsum Wallboard 5d 7" edge / 10" field � o 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING WALL SHEATHING AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels 8d 6" edge / 12" field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE Fiberboard Panels AND STUD WITH GALVANIZED HURRICANE TYPE 7 / 16 6d 3" edge / 6" field S CONNECTORS BY "TECO" OR APPROVED EQUAL, FOR 25 / 32" 8d 3" edge / 6" field Z TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE a CLIPS AT ALL PERIMETER JOIST TO GIRDER Gypsum Wallboard 5d 7" edge / 10" field CONNECTIONS. Hardboard 8d 6, edge / 12" field L Particleboard Panels 8d 6 edge / 12 field 13. ALL PRE—ENGINEERED LUMBER SHALL_ BE GEORGIA Diagonal"Board Sheathing PACIFIC GPI SERIES WOOD—I—BEAMS AND LVL 1 1" x 6 x 10„or 1 x 8 2 — 8d per support o s or wider 3 — 8d support PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND per pp HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED FLOOR -SHEATHING 4& 01/17/ AS PER MANUFACTURERS RECOMMENDATIONS. WEB DATE 2014 Structural Panels Q¢ SCALE 2014 STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 1" or less 8d 6" edge 1 " field BEARING POINTS AT A MINIMUM. " g / .e HANDLING, STORAGE, AND ERECTION OF greater than 1 lOd 6 edge / 6 field Y COMPONENTS SHALL BE AS PER MANUFACTURERS Diagonal Board Sheathing o Nailimg Schedule RECOMMENDATIONS. 1;; x 6" or 1" x 8" 2 — 8d per support o FRAMING NOTES 1 x 10 or wider 3 — 8d per support a DWG NAME 14. ALL MULTIPLE LUL PRODUCTS TO HAVE TRUSSLOK CONNECTORSo A-8 "Nailing requirements are based on wall sheathing nailed 6" on—center at the panel edge. If wall sheathing is nailed BY FastenMoster (� 16 O.C. 3 on—center at the panel edge to obtain higher shear capacities nailing requirements for structural members shall DWG. NO be doubled ;or alternate connectors , such as shear plates , shall be used to maintain the load path. z When wall sheathinq-Is continuous aver connected members , the tabulated number of nails shall E 16" 16" be permitted to be reduced to 1 — t�d nail per foot. ° ° ,GN _ '. ALTERATIONS DESIGN CRITERIA: - ® EXISTING STRUCTURES 00. AREA SUMMARY m AND ADDITIONS W LOT AREA = ca.22,364 SF = 100.00% o TO THE GROUND SNOW LOAD - 45 PSF. PROPOSED SUNROOM ADDITION EXIST'G DWELLING = ca. 1,006 SF J LIVING AREAS AND DECKS - 40 PSF. SLEEPING AREA - 30 PSF. EXIST'G BARN = ca, 307 SF N EXIST'G FRAME SHED = ca, 159 SF WIND SPEED - 120 MPH PROPOSED DORMER ADDITION q = o SEISMIC DESIGN CATEGORY - B C�F EXIST G CHICKEN COOP = ca. 85 SF FROST DEPTH- 36„ SURVEY BY: KENNETH M WOYCHUK, PLLC �'�yA EXIST'G BLDG. COVERAGE = ca, 1,557 SF = 6.96% _ IIVARD DECAYS SLIGHT �TE TO HEAVY DATED: AUGUST 30 2013 0410 PROP. SUNROOM ADDITION= ca, 403 SF RESIDENCE ICE SHIELD UNDERLAYMENT REQUIRED - YES d �F PROP. GREENHOUSE/POOL= ca, 720 SF N DESIGN IN ACCORDANCE WITH AMERICAN FOREST PROP. BLDG. COVERAGE = ca, 2,680 SF = 11,98% SOUTHOLD, NY PRODUCTS WOOD FRAME CONSTRUCTION MANUAL �• 375 ACKERLY POND LN FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD SH. MAX. BLDG, COVERAGE = ca, 4,473 SF = 20.00% U WINDOW SCHEDULE w D �u RCHITECT PROPOSED WINDOWS ARE ANDERSEN PRODUCTS, 400 SERIESO o A UELLENDAHL 92�WHITE EXTERIOR, PINE ON INSIDE (UNFINISHED), GRILLES D� hh m 1 RAL P.0 BOXEN16 AS PER ELEVATIONS; FULL DIVIDED LIGHTS; jUm 2 3 20 GLASS TO BE LOW-E4 INSULATING GLASS GR1944 TELP631' -477ORT, NY 18624 SCREENS TO BE PROVIDED ON ALL WINDOWS AND DOORS HARDWARE: ESTATE SERIES, COLOR: SATIN FINISH `'9'p0 ]JURM NGD o OWNERS PROPOSED DORMER WPtOFG _ TERESA WARD Mark Size Description Quantity �F ON 2ND FLOOR Z 375 A KIERLYLPONDRAY LN B NY 11971 28410 AWNING, R2 DOUBLE-HUNGqyqp� � TOL: 718 52 6794 PROPOSED 403 SF _ C AR3306 AWNING, BATH - 3 SUNROOM ADDITION �� D 3068 inswing EXT. DOORR e.g. Thermo-Tru, BR D 3068 outswing EXT. DOOR e.g. Thermo Tru, Entry 1 E TW20210 DOUBLE-HUNG, LR, future dormer 3 F TW1832 DOUBLE-HUNG, KITCHEN, LOFT 3 C-6 ' G TW2852 egress DOUBLE-HUNG, LOFT 1 =' H TW2036 DOUBLE-HUNG, LOFT PD.ROOM 2 'a 0 m WINDBORNE �021 DEBRIS PROTECTION SCHEDULE 12 N = J (l"1 Q W 0 PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, ¢ o 0 SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER W THE GLAZED OPENINGS OF THE PROPOSED GARAGEcL- cn w a co CD r E, GENERAL NOTES FUTURE 20'X30' o m m m 5 GREENHOUSE WITH 'ENDLESS POOL 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN N (�F�P `` N N N N CV ACCORDANCE WITH THE NEW YORK STATE UNIFORM OVv N o 0 0 0 BUILDING CODE, AND THE NEW YORK STATE ENERGY U o 0 0 0 0 CONSERVATION CODE, AND LOCAL AUTHORITIES. 2. ALL LUMBER SHALL BE GRA E STAMPED DOUGLAS FIR- o DATE: 06/20/2016 LARCH STRUCTURAL GRADE 2 OR BETTER. 3. CONTRACTOR SHALL OBTAIN ALL PERMITS AND SCALE: 116" =1'-0" SCALE: 1/16" = 1'-0" INSURANCE NECESSARY TO PROTECT THE ENGINEER AND OWNER. PROPOSED SITE P LA N z PERMIT A3]3 SITE PLAN 4, UNTILNFLOOR SYSTEM INSTALLATION1ISDCOMPLETE. DORMER AND SUNROOM ADDITIONSSCTM� = 1000-69-05-12.1 M Q 5. THIS DRAWING IS AN INSTRUMENT PREPARED TO -TOWN OF SOUTHOLD !SDWG. NAME FACILITATE CONSTRUCTION AND SHALL NOT BE - CONSTRUED AS A CONTRACT BETWEEN BUILDER AND ■K,� ' SUFFOLK COUNTY, NEW YORK o A-1 OWNER. I. INO'sPO' I IT ---M Nm--*Ml o� DWG NO W ALTERATIONS ® NEW WALL m AND ADDITIONS �] EXISTING WALL TO THE J 7 42'-6" X w 26-4 14'-0" - ADDITION (19TH CENTURY) 28'-6" - ORIGINAL HISTORIC STRUCTURE (18TH CENTURY) _ WARD J 5 CONCRETE SHELFcl- r RESIDENCE - - - - - - - - - - - - - - —I---- — — r � PAVED PATIO 375 ACKERLY POND LN �J?o� U 18"x18" POURED CONCRVTE ,PIER,, — , Gr'yB o r i 2x10 TRT'D SILL PLATE z ON 26 x26 x12 FOOTING Ii w/ (2) 2x10 LEDGER BOARD o ARCHITECT 0 0 EDGE OF2" RAT SLAB J I `� — - - - - - - - - - - - - - - - - - - -t FRANK UELLENDAHL 8" DIA POURED 123 CENTRAL AVENUE CONC. FOOTING _._ _._._ r IIII • _._._•_._, —(2) TRT'D 2X12 GIRDER _• -" o P.O,BOX 316 �-''' GREENPORT, NY 11944 2'-611 1�"_6„ 12'-6„ 12'-6" 21_6, TEL; 631-477 8624 I I c w I II OWNERS J I I IIII TERESA WARD CRAWL SPACE CRAWL-SPACE EXISTIN(a �JALL ABOVE �— _ _ -- - Z & MICHAEL MURRAY 2" RAT SLAB -: I I CA. 2-6' DEEP W 375 ACKERLY POND LN 4'= ;-_- -_ ---_ - ---i r-i ;, SOUTHOLD, NY 11971 _ 2,-6," -----71 311 M!--.7, 3- --- - -. � I I �� TEL; 718-852-6794 I , z 2X10 TRT'D LEDGER BEAM y — BOLTED INTO BOX CN =IIII N 48x48 x18"d'eep �� u�kz 2212 F.J. ® 16" O.C. W/ BRIDGING \ — o I I N IIII o -- -- -- ' BASEMEN1 � ______ r i EXT'G. 8" WIDE STO E fp�-' FOUNDATION WALL = u $ J II 2x10 TRT'D SILL PLATEI I w/ (2) 2x10 LEDGER BD. �j — , r - -1 r- . I IIII4 Ww (2) TRT'D.2X12 GIRD F1 , ,_, _• (2) TRT'D 2X12 GIRDER (2) TRT'D 2X12 GIR R � z •�—� a o , , 2) 2X6 HEADER �- Z I --- I I --- - - c=)cV — — i — — — — — — — — — — — Wd C¢J W d --' C> C7 C1 c-' 2x10 TRT'D SILL PLATE Z o z w/ (2) 2210 LEDGER BOARD o m m N m U O O O O O N O^IN CDtO O O 1' 1 " 1 11 1 " 121-0" 2-61 9-4 9-4 9-2 lo'-10" o DATE: 06/20/2016 w SCALE: 3/16" = 1'-0" w FOUNDATION NOTES 3 o PROPOSED FOUNDATION PLAN STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 READY MIX CONCRETE. ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON FOUNDATION PLAN o DWG, NAME UNDISTURBED SOIL. SCALE: 3/16" = 1'—O" ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. A-2 © DWG. NO r ALTERATIONS m � AND ADDITIONS W TO THE o V J W N J X D 26'-4" [:] WARD 5'-8" 5'-8" 5'-8" 4,,1 2„3,-0„4J1d2" 5,-8" J RESIDENCE - W 4X4 TRT'D POST SOUTHOLD, NY 375 ACKERLY POND LN SINGLE PANE \ PAVED PATIO METAL WINDOWS N \ z \ � ARCHITECT cm 123RANK CENTRALLENDAHL AVENUE �Byp o P.O,BOX 316 GREENPORT, NY 11944 N a O 0 TEL; 631-477 8624 N D DW 0 0 I OWNERS BATHTERESA WARD Q 2X6 R.R. ® 16" O.C. \ a & MICHAEL MURRAY KITCHEN W 375 ACKERLY POND LN IW/ BRIDGING ^ = SOUTHOLD, NY 11971 L" SUNROOM o W/D REF. Y T�f. -6794 N N O I / � ADDITION (UNHEATED) uuuu i LIVING ROOM M r ' 1 �, j - - - - - _ �'� - - - - - - - - - - - - - N ~ 111 \`L1% / UPI 2 BEDROOM Zo w � a a ® a N a CD if) H Z C N -'+ S c 2 O d CD O O m N m O O O •�- _ � N .- � O O O 4� �U oclDATE; 04/10/2015 12'-0" 42'-6" SCALE; 3/16" = 1'-0" =� PROPOSED 0 FLOOR PLAN o� PROPOSED FLOOR PLAN DWG. NAME A-3 SCALE: 3/16 = l'-O" 0 DWG, NO w ALTERATIONS ' m � AND ADDITIONS TO THE J a N J X W 26'-4" 28'-2 1/4° M WARD J s RESIDENCE SOUTHOLD, NY 375 ACKERLY POND LN ce - W Z 0 z ARCHITECT 0 4'-0" 5-4 1/2' s FRANK UELLENDAHL m 123 CENTRAL AVENUE P,O.BOX 316 r — — — - GREENPORT, NY 11944 H "i TEL- 631-477 8624 OWNERS - TERESA WARD Z & MICHAEL MURRAY P.RM. 1�t_ o w 375 ACKERLY POND LN 1 SOUTHOLD, NY 11971 TEL• ATTIC N 718-852-6794 a D --�- N ^ W 4 J12 _8" 4 11, 2 U U U U L ,J LIVING ROOM N `� , I LOFT � BELOW N W �+c - - — — — — — — — — — — — — — — — — — — — — — — — — DN ! � � ( D U J 6 � Z g O ¢J d = a S C.'J d O O Z d Z Q D D O r1 m O ❑] N m N c.J O O p � N N N O O^ O Z d1 Nil O d O O �U a DATE: 04/10/2015 12'-0" 42'-6" SCALE: 3/16" = 1'-0" PROPOSED LOFT FLOOR PLAN NEW WALL PROPOSED LOFT FLOOR PLAN DWG. NAME ® EXISTING WALL SCALE: 3/16" = 1,-10" a o DWG NO A-4 o� ©¢ ALTERATIONS ' m AND ADDITIONS — CONT. RIDGE VENT TO THE RIDGE STRAPS EACH RAFTER o 2X8 RIDGE BEAM W r 2X6 R.R. 0 16n O.C. 2X4 C.J. Q 16 O.C. / \ 7 R-30 STONEWOOL INSULATION z �WARD / \ (2 2X4 TOP PLATE / ` 1 6 FASCHURRI A BOARDP CANE CLIS VENTED TO EACH RAFTER N (2) 2X4 HEADER RESIDENCE XT SOUTHOLD, NY 375 ACKERLY POND LN LO \ PROPOSED 1/2" GYPSUM BOARD / STUDY DORMERCD z ARCHITECT 2X4/ \ \ 2X4 STUD WALL o w/ R-15 STONEWOOL INSULATION FRANK UELLENDAHL \ m 123 CENTRAL AVENUE o P.O.BOX 316 2'-6" �-= GREENPORT, NY 11944 TEL: 631-477 8624 / ` \ ROLLED ASPHALT ROOFING d OWNERS a / ON 1/2" CDX PLYWOOD ON CEDAR BEAD BD. TERESA WARD (2)1,75"X3.5" CONT. LVL HEADER / - X/ z 1 8 FASCIA BOARD A KIERLYLPONDR AY 375 LN d S TO EACH 2X6 RAFTER � v SOUTHOLD, NY 11971 3 94 Y V�ED A �+ �*. I PROPOSED �- I SUNROOM SINGLE PANE METAL WINDOWS (POSSIBLY RECLAIMED) 2 9 I W D LIVING RM BATHROOM (2) 2X10 LEDGER BOARD 4X4 POST NOTCHED AND BOLTED INTO t== o 22XX10 TRT'D SUBSILL 3/4" PLY SUBFLOOR I TRT'D (2) 2x10 PERIMETER BEAM w/ COPPER TERMITE SHIELD GELLED AND SCREWED AND STRAPPED INTO CONC. PIER s 3/4" PLY SUBFLOOR BELGIAN GRANITE BLOCK CURB z 4 Z 10" TJI 230 F.J. X12" w/ BLOCKING 2x10 FLOOR JOIST @ 16 O.C. g m o 2x6x18 TRT'D BLOCK g N \\\ (2) 2x12 TRT'D TIMBER BEAM STRAPPED TO EVERY OTHER 2 RAT SLAB ON 0' TJI F.J. w/ BLOCKING '`•` PLASTIC MEMBRANE \\\ •g•�*} •` 2" RAT SLAB �: ��••P• 5." GRANITE BLOCK SHELF Q= o o s \ o L sl 8" DIA. POURED CONC.•FOOTING ;'n.� +' •y. E 8" CMU FOUNDATION WALL z a DATE: 06/20/2016 RIGID PLASTIC FOOTING FORM - A t • ' " �� SCALE: 3/8' = 1'-0" • f i I • • y a• •••� n n• 6• ,•a n n n PROPOSED 20'-11 " 26 X26 x12 POURED CONC. FOOTING w SECTION o� DWG NAME PROPOSED SECTION o A-5 SCALE: 3/8" = 1'-0" ®¢ DWG. NO ALTERATIONS AND ADDITIONS TO THE o IFMI WARD El RESIDENCE 77 + +,++++ +++.+ w+%+ . . . . . . . . . Lu m . . . . . + . . .. . . . 375 ACKERLY POND LN + . . . . . E- . + + + LIM �L . .E]E:] E:]E:l :7,E:l 7/77/777/, ARCHITECT W000//z FRANK UELLENDAHL 123 CENTRAL AVENUE NORTH-WEST ELEVATION o P.O.BOX 316 T-7 GREENPORT, NY 11944 TEL: 631-477 8624 OWNERS TERESA WARD & MICHAEL MURRAY 375 ACKERLY POND LN ==�T O OL ,8NY 1971 526794 + ® 0 L11 � �� - oo as -J-�Ll El + DD � - , o + cm zz I �53 59'-101/4' SOUTH-EAST ELEVATION O =3 r-4 m M DATE: 06/20/2016 SCALE: 1/8" = l'-O" .+.++.4 PROPOSED ++++++ EE ELEVATIONS PROPOSED ELEVATIONS DWG. NAME ffS:2 cD A-6 CD 2 NORTH-EAST ELEVATION SOUTH-OST ELEVATION C-� DWG, NO