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HomeMy WebLinkAbout39101-Z 4�4� ��Fa4G l Town of Southold 8/14/2015 • P.O.Box 1179 53095 Main Rd \�'✓ ` �`� kSouthold,New York 11971 el .{i���;�' CERTIFICATE OF OCCUPANCY No: 37723 Date: 8/14/2015 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 255 Hillcrest Dr, Orient SCTM#: 473889 Sec/Block/Lot: 13.-2-8.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore Med in this office dated 7/29/2014 pursuant to which Building Permit No. 39101 dated 8/11/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING WOOD DECKS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Yohai,David&Koner-Yohai,Pamela of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39101 08-11-2015 PLUMBERS CERTIFICATION DATED p) oriz1 Sign Lure A , TOWN OF SOUTHOLD 0.0o ���� BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 39101 Date: 8/11/2014 Permission is hereby granted to: Yohai, David & Koner-Yohai, Pamela 6 Circle Dr Hastings on Hudson, NY 10706 To: Additions and alterations to an existing single family dwelling as applied for. At premises located at: 255 Hillcrest Dr, Orient SCTM # 473889 Sec/Block/Lot# 13.-2-8.3 Pursuant to application dated 7/29/2014 and approved by the Building Inspector. To expire on 2/10/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $684.00 CO -ADDITION TO DWELLING $50.00 Total: $734.00 41 I I 117 NOM!'111 Building 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 /� Date. 91X4/ Ltd` 2014 New Construction: Old or Pre-existing Building: (check one) Location of Property: 2 M LL e E7 'p,2 AA; , 040/ 7.---- House No. Street Hamlet Owner or Owners of Property: 27M 1//I) Vi'e/ -/ I PA1-1 ,L---e:f:2.C> , �®/-/A Suffolk County Tax Map No 1000, Section /,3 Block 2 Lot as 3 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: . 4-4_, k2_e�/uv,viez.-- Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V . i (check one) Fee Submitted: $ �® ' , •oplicant Si_. ature ,/// �g iii.��. Town Hall Annex 0 Si; Telephone(631)765-1802 54375 Main Road % N Fax(631)765-9502 P.O.Box 1179 o $ roger.richert(a�town.southold.ny.us Southold,NY 11971-0959 ".c a fe t1e BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. David Yohai Address: 255 Hillcrest Drive City: Orient St: New York Zip: 11957 Building Permit#: 39101 Section: 13 Block: 2 Lot: 8.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MJM Electric License No: 42868-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 16 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 10 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 7 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks r Disconnect Switches 22 Twist Lock Exit Fixtures TVSS Other Equipment: 2- Paddle Fans, 1- Combination Smoke/CO Detector Notes: 'CWInspector Signature: . I Date: August 11, 2015 Electrical 81 Compliance Form.xls • ti'T ' SDUT4oI 0 Town flail AnnexrrG, s� _; ��2 ` Telephone(631)765-1802 54375 Main Road ; ', `�' Fax(631)765-9502 P.O.Box 1179 ‘, tt Southold,NY 11971-0959 ' ---- --- ' ro) ',r- ' ' _ , 7.- BUILDING DEPARTMENT ,Li-_-_,) ' i �� i TOWN OF SOTHOLD i I � ��H ii 2015 Ls,1; ..... I ,r , ','- 'I,,,.. ..i- ll ,' CERTIFICATION 1 I Date: 0 j 1 Building Permit No. (39 I 0 1 Owner: 6 rer ' CJD k�� 4txq (P ease print) Plumber: e rain J lVfl19'1 (Please print) I I certify that the solder used in the water supply system contains less than 2/ .i of 1% lead. AillgO) fI (P a mbers Signature) Sworn to before me this 1/ day of f4A , 20 15 SABRINA M BORN A / �`� Notary Public,State of New York /// f�/ No.01606317038 Qualified in Suffolk County Commission Expires Dec.22.2018 Notary Public, SVAik County 1 iA,f i,��oe SO!/ryolo. stg �y�OUNi`l �' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] 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: s c„.01, 3 V DATE INSPECTOR • 3TC TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 PE S CTION [ ] FO NDATION 1ST [ ] ROUGH PLUMBING [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: L-7/(46fr'a_i ‘6-1/ DATE (7 - INSPECTOR Ak.7 J' „%4OF YkA0 .moo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ OUGH 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: DATE ( INSPECTOR J �� SOF SOpp4.N 3'09 ( TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI • [ ] FOUNDATION 1ST [ ] • UGH 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: /id 8 AA-- P.,,,,A1405 .cfr-z, DATE ( -F)1( INSPECTOR 1,�o�pF SOUr4 ,. t.-3 \s/ \\`' i 3 ?tcso�ly ,, * fig Af-Cfe TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Co /etk-% > - P P / DATE ® INSPECTOR 4of SOU44--,,, iii 0€ slig‘t 01)0 \ • .,z-0 ---_q ,4,1 I- ---4-coutn0 00 --_____....„,,,• TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ] ROUGH PLUMBING [ ] FOUNDATION 2ND ] INSULATION [ ] FRAMING /STRAPPING ] FINAL [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) N ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING REMARKS: 7 DATE ( " if INSPECTOR , 0 3 FIELD INSPECTION REPORT DATE CO I '114 r.N /0//Y/ -. "&" 1-1/ I— A ' FZ FOUNDATION(1ST) O FOUNDATION(2ND) ‘--1. f� l -. g No .6 fr-A/.4-6,Li ' CAA ROUGH FRAMING -±-1 & /7//i/ , /.,,,,„_,A9-7, , g.,4=•( u ...__. PLUMBING . . C , F . / 2f1//, \) dit 1 C/Le....,.....e./7. co q ,`'( INSULATION PER N.Y. STATE ENERGY CODE ., L_ --- --‘. 1 - "7 - ' 6./7 7....... , \_. ..„ -/r , --. - -... . r, •-t--; • ,L...._k4t. 1>?!.._de,.....?.1-04-...........e, C_ • / il . j`231A.A-L-41S 1 tc I • -...z...., • . . L Amstit.IO1r1�AL"CO ,..,r,_'v _ NA') in 4i1-4-. ?•ifi.-iti kec si5(0"0-1_. ��++iirc �% 2, - f.) , 0 . ‘ C Z''' C3 . .. . • , . Y 1 _ , 's , . , ......, o ,,.. l . . . . . .... M ti •. , . . .. / ♦• _ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �� Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 —)tact:• Approved ,20 D Mail to: % , ,/' / ,;;, , Disapproved a/c JUL 2 9 2014 j a Phone: .472-cf / ,- Expiration f b ,20 ( �, BLDG. DEPT. l TOWN OF SOUTHOLD Building Inspector APPLICATION FOR BUILDING PERMIT Date L4 , 20 11 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authonzed has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises .2=7., ‘,141:2 t1041/?i l PiA �-4 ®X) l Vo*' ( (As oithe tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street uamle County Tax Map No. 1000 Section /? Blb l '�°'� " ' �`' +''''" ' ot3 a Subdivision ) Filed,M pc, y o.;,` h,",,, , $ Lot (Name) 817. 0101 Zs,.:.sxy.,;,r:, L •±s,77'-4 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy . /.0Z.,r7.4(. 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work Description) 4. Estimated Cost ,AGO k Fee 2c7® re. `44i34--- -# ( (To be paid on filing this application) 5. If dwelling, number of dwelling units ( Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 1 7. Dimensions of existing structures, if any: Front �2 Rear 02.4 Depth 2g. 4-( Height Number of Stories 2. � l Dimensions of same structure with alterations or additions: Front 64 ®� Rear a Depth d Height ^-' ® Number of Stories 2, S. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front �® Rear /60 a Depth 26 7 I 10. Date of Purchase /— —267/4 Name of Former Owner Alet3/24K U / 11. Zone or use district in which premises are situated / `---'440 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 1/ 13. Will lot be re-graded? YES NO I/ Will excess fill be removed from premises? YESN/NO .uerb70' 14. Names of Owner of premises ,e04/E2VO1-(4IAddress ,0.im tt®egi/Lr hone No. �„� Name of Architect Wil?/G/i€//e4/a4'/ Address i2&,'6 Noe Phone No ,"g/ 4`7? 47.62.4 Name of Contractor Address Phone No. / 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO t/ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF GOM /k. •?"2 /'/2 %0 being duly sworn, deposes and says that(s)he is the applicant (Name of individual' signing contract) above named, A("�i�' (S)He is the ® G z-- (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his kn•• ledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi .23/Id day of � , 4, 20 H d Notary Public 11� Signature of Applicant MICHAEL T HgWN arT• s. -Sin3s sl Ma Yilti • IM.M0E303417 Onaniist in WO Calmly Consisstan E May 1 .2010 s. .••''tea°s � �'SZ __ N(0)RM\WATER Scott A. Russell SUPERVISOR 1 § MA\NA(G EW ENT zi SOUTHOLD TOWN HALL-P.O.Box 1179 - U" • 53095 Main Road-SOUTHOLD,NEW YORK 11971 ti% 20,_ 01 Town of Southold CHAPTER 236 - STORM WATER MANAGEMENT.WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: • Yes No (CHECK ALL THAT APPLY) El[✓"A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. '.. ❑131/D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ Site preparation within the .one-hundred-year floodplain as depicted - .E. p p on FIRM Map of any watercourse. F. Installation of new .or resurfaced impervious surfaces of 1,000 square . feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes • in-kind replacement of impervious surfaces. * If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. * If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T_M. #: 1000 -Date APPLICANT: (Property Ow e' resign Professional,Agent,Contractor,Other) District NAME: 77z iiv:'MN/ i Z. '.I C . /3 2 0 7-20-14 Section Block Lot �' '5'44` FOR BUILDING DEPARTMENT USE ONLY' Contact Information: a.3 -4-77 --di3-/2 41 ,) , (Tckpbone Numtcrl Reviewed By: #' ssyy Date / c /I/ Property Address / Location of Construction Work: //`` . ,/ Approved for processing Building Permit. .2,0 -� Itet / 67- 7�rt/ — Stormwater Management Control Plan Not Required. ®Rie�7 ivy ,f/9r 7 n Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 • °11' SOtj14°6e' y 11if4%. • QlO `` Town Hall Annex ` * • * Telephone(631)765-1802 �. 54375 Main Road ! (631)765- 5Q2, P.O.Box 1179 G, Q �� roger.richert(to`wn.soutnollaa.ny.us Southold,NY 11971-0959 Q -le ,I i • BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION • - REQUESTED BY: ^_ ,�[ \ • 1'��c�V�` d1n��\ ��, Date: } a- \JDO � . � Company Name: ay'V\ . u�- `C cAp • Name: License No.: '4018 Address: 'O 930y. S ?acj & L C( Ste(• Phone No.: - JOBSITE INFORMATION: (*Indicates required information) *Name: "1 Pcv 1 1 yck.ss-pr_T- *Address: 2 c k-V1 1-e.1v_ *Cross Street: *Phone No.: \• 60(0—c-14-3-- Permit No.: "6q lc) \ 4 -bs Tax•Map District: 1000 Section: 15 Block: Z Lot: , *BRIEF DESCRIPTION OF WORK(Please Print Clearly) • - (Please Circle All That Apply) • *Is job ready for inspection: YES/ NO Rough In Final *Do.you need a Temp Certificate: YES/ NO Temp Information(If.needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION _5)01'041 Qcrt. 100,°b s � t�� --4 .82-RequestforInspection Form n C,&& •••• ,........ r3 - , TO'Vtikl OF SOUTH*LD PROPERTY Ti .-ECORD CARD \000 - ( 3-2 -8.--3, OWNER STREET ,`14,5—...:,.).-- VILLAGE DIST. SUB. LOT D'avi c1oka i einopielA Koivr( oiwy,-,-, ( ( C:-:.-,-(i.-",,-,-4- Pij,,_,-, (:) ,,i-p-(-,-, 1_,1 I' ›,_ I 1; ( FORMER OWNER N E ACR. C _ma u WS Led b g Ma_Y.Li 'C. 1(4 eiti W S S W TYPE OF BUILDING .7 t\-::-,----'.--) L-', •-"., ' CO. ‘-:!, . ,, .- - . RES. 2 i 0 SEAS. VL. , ,r(2.-,7--,)FARM COMM. CB. MICS. Mkt. Value r ,.. , . v- --- - - - LAND IMP. TOTAL DATE - REMARKS --' l )t''. 4 ,---.),,,,rc--/_•,' /2/3/cm - L //206 .(5 45 - Re,6'..s.,--- 5-,./0 r•S /7) Yi eu&vs- /el 0 6 ax'u in el 11 // ---:2)1.--':- -,:'I,-',', ''? I 1 0 c, 'T)- '.._.- \i' i 1 0 0 j77 sno--2Eti . ,,,000 t'A -. 4o , ,/ I? It3) 413 6/z /J/ - Leoa „et,(0.).5.- diiii'1.6 ,O./1 /C;k1"1-, /0 /2 /) 31-cs° ()A.?- 1)// ID/3 `15--- 1 le/14 I-71-;.17-760(2-7 679 -Mte-1/(KS lo ohl- % 559- 0 ., 41 ksoo ilsoc 586c) i,/ 9/17/?7 Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD 15C) iti 'N Meadowland t6c0 I i Ip?... DEPTH House Plot (`) 'c? 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I 2(z)).),\::)...., no ot ( Bath i 1 t7 o- e7 Foundation P.c, Extension Basement ZJi Floors Extension cer Ext. Walls Interior Finish a,* elas.‘vc\r_. Extension `.....) Fire Place — Heat Porch Pool Attic ( .0,0) .2.-S'''-' 1B . ...1 Rooms 1 st Floor la--NDy ),t--- B;) -:4.,:7. Deck Patio-z Breezeway 72- Driveway Rooms 2nd Floor I'• IP Garage 0. B. ....." 1-5\27 - elizr) (-,) „...„--... — ( (47 ) .__. \,,*r_ls. -?,/.3 rs c-^f (LE),L,u\„ • .......7) l 7 ->”; a _ a I - %-•---.' -I-1 057,,r;,;.1. 7 el.11 A. I 11 -. • , C RISE • REST D - 'l) HILL cow X50.0° ' �• �, : 40c01! 5 45'— -- 1 • cr) 1, N N Z 1 m D Tit1 r m I 1` Trk D �� -�'t A'�c. ,Fr SURVEY OF 3'S'G '')' 29.7 1 , O T 1 ,F, sF c "HILL CREST ESTATES SECTION 1" � , IPP AUG. 151983 AS MAP NO. 7218 AT ORIENT �0 �-. - TOWN'OF SOUTHOLD O��� SUFFOLK COUNTY, N. Y. 1000 - 13 - 02 - 8.3 Scale: l" - 40' N v Nov. 25, 2013 LOT 0 , JANUARY 2,2014(CERTIFICATION ADDED) LOT 0 • N o'' NE ,,, CERTIFIED TO: • �*�"�,F 1 E; .Z.' ,� G O _— DAVID YOHAI - - PAMELA KONER-YOHAI �,..:-N-. .-: ', FIEDLITY NATIONAL TITLE INSURANCE SERVICES,LLC * {te'' �--`t,r. PEOPLE'S UNITED BANK l; . 154.00. `� - - _ / '` A'0• 496 _,,5� . _-�" 78034'40 W. n �LAdJ S. TR GEto / V— OF AS / N.Y.S. LIC. NO. 49618 IP ANY AL TER4 TION OR-ADDITION TO THIS SURVEY IS A VIOLATION -S Of OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. • EXCEPTAS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS PECONIC URVEYORS, P.C. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF (53/,) 765 - 5020 FX(63/) 765-1797 - SAID MAP OR COPIES BEAR THE SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. P. 0.. BOX 909 • AREA = 40,05Q sq:ft. 130 TRAVELER STREET SOUTHOLD, N.Y. 11971 97 209 , iUsnerrat©dliance bj A Sc heck l LbCertificate S ftmarr Comp Project THE KONER YOHAI RESIDENDE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 21% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 255 HILLCREST DRIVE FRANK UELLENDAHL ORIENT, New York 11957 ARCHITECT POB 316 GREENPORT, New York 11944 gaiMplianew,Passes using Mp trade-off Compliance: 0.0%Better Than Code Maximum UA: 463 Your UA: 463 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 Assembles ,,. s sa- .. .. a X s,- - L. �+.„F -4 Gross Area = . GIlazzing ; ' '�y.l�'- : a .j x As s e m b rip='�” ,r- -,.. -"i-a ,',;„-z S ¢3 o i �1 ek111'fty .' P.k'I t ' 01 n� , s 3 ' ,�,; � x x` ' ;�k. l 1 !-Value R Value Doors , -',44 `fig Fi.�r '5,--:? Flt-0'. '0i r "3'1r- Perinletei - .V"`""7' '-u U-F�ac'�to'rK---'-.�.r�',r Ceiling:Cathedral 788 38.0 0.0 0.027 21 Ceiling: Flat or Scissor Truss 920 30.0 0.0 0.035 32 Wall:Wood Frame,16in.o.c. 2,753 17.0 0.0 0.064 139 Window:Wood Frame,2 Pane w/Low-E 416 0.310 129 Door:Glass 165 0.320 53 Floor:All-Wood joist/Truss Over Uncond.Space 1,708 17.0 0.0 0.052 89 Compliance Statement: The proposed building design describ: • - s c• sist-,'t with the building plans,specifications,and other calculations submitted with the permit application.The propo -' ''n I as designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Vel 1 1 '� •/'• ,f/ ply with the mandatory requirements listed in t tTie k hInspection Checklist. r - , / ,Iii. '7-2° - 14 Na :- -Title - 7� ��w.017/..z,.�O �� S .1� Date 4d-, 4.11' 4,8 , _ *\ ro7 ;.A. 2 * , , , %,L,,„ Y 1 "YF,. ,40 • r it Project Title:THE KONER YOHAI RESIDENDE Report date: 07/25/14 RESch - -k 5,. ;.x ar ' li er •s` , 5.5. i 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 vaiae Value Complies? Comments/Assumptions & Regal® 103.2 Construction drawings and ❑Complies [PR1]1 documentation sufficiently ;❑Does Not demonstrates energy code DNot Observable ' compliance for the building envelope. ;❑Not Applicable , 103.2, Construction drawings and '❑Complies ' 403.7 documentation sufficiently ;❑Does Not [PR3]1 demonstrates energy code DNot Observable J compliance for lighting and mechanical systems.Systems DNot Applicable serving multiple dwelling units must demonstrate compliance with the commercial code. , 403.6 !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 Cooling: ' Cooling: ;❑Not Observable other approved Btu/hr Btu/hr DNot Applicable ! Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE KONER YOHAI RESIDENDE Report date: 07/25/14 2®1® li ew , York Foundation ll spectloaa Complies? Comments/Assumptions Energy 303.2.1 j Exposed foundation insulation '❑Complies [F011]2 protection. 'Oboes Not 9., ,❑Not Observable ❑Not Applicable 403.8 ;Snow melt controls. '❑Complies [F012]2 ❑Does Not g" 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 KONER YOHAI RESIDENDE Report date: 07/25/14 Seco,,o n Plans Verified Field Verified # (Framing/Rough-On lnnspectlon Vali Valane Coompliies? Comments/Assanonoptions Si• fReq.11,0 402.4.4 'Fenestration that is not site built ' •❑Complies [FR20]1 :is listed and labeled as meeting DDoes Not • 'AAMA/WDMA/CSA 101/1.S.2/A440 ❑Not Observable or has infiltration rates per NFRC ' :400 that do not exceed code ;❑Not Applicable limits. 402.4.5 ;IC-rated recessed lighting fixtures; ❑Complies [FR16]2 sealed at housing/interior finish ;❑Does Not ,and labeled to indicate&It;=2.0 ❑Not Observable , cfm leakage at 75 Pa. i '❑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 in unconditioned spaces or U ;outside the building envelope are ❑Not Observable insulated to R-6.Not applicable if : :❑Not Applicable all systems are ductless. ' 403.2.2 :All joints and seams of air ducts, ' ❑Complies [FR13]1 !air handlers,filter boxes,and ❑Does Not U ;building cavities used as return : ;❑Not Observable ducts are sealed. ❑Not Applicable 403.2.3 'Building cavities are not used as ; ❑Complies [FR15]3 :ducts or plenums. -❑Does Not ' ',y ❑Not Observable ❑Not Applicable 403.3 I HVAC piping conveying fluids , R- R- ;❑Complies [FR17]2 above 105 gF or chilled fluids ;❑Does Not ' ,, below 55 QF are insulated to R-3. ' :❑Not Observable ❑Not Applicable 403.4 ;Circulating service hot water , R- , R- ;❑Complies [FR18]2 ;pipes are insulated to R-2. ;❑Does Not S' ,DNot Observable • i❑Not Applicable 403.5 .Automatic or gravity dampers are ,❑Complies ' [FR19]2 ;installed on all outdoor air , 1❑Does Not Su intakes and exhausts. ❑Not Observable ' j❑Not Applicable , Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE KONER YOHAI RESIDENDE Report date: 07/25/14 2010 New York 0res4&latior9 L spectiora Complies? Comments/Assumptions Energy 303.1 All installed insulation labeled or ;OComplies [IN13]2 E installed R-values provided. ;ODoes Not , G' ,ONot Observable :ONot Applicable , Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE KONER YOHAI RESIDENDE Report date: 07/25/14 Section Pans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions • & Req.ID 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&It;7 ACH at 50 Pa.This ❑Not Observable ; ,9) requirement may instead be met via visual inspection,in which ;❑Not Applicable case verification may need to ' occur during Insulation Inspection. ' 402.4.3 i Wood-burning fireplaces have ;DComplies [FI8]2 jgasketed doors and outdoor DDoes Not O, i combustion air. [Not Observable DNot Applicable 403.2.2 -Duct tightness via post- cfm cfm ;❑Complies [FI4]i construction with maximum i❑Does Not J leakage of 8 cfm to outdoors,or ❑Not Observable ;12 cfm across systems.For , 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. , 403.1.1 Programmable thermostats ;❑Complies [F19]2 !installed on forced air furnaces. ❑Does Not , 9..,1 ? i ;❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ;❑Complies [F110]2 on heat pumps. iDDoes Not g i DNot Observable . :DNot Applicable 403.4 ;Circulating service hot water :❑Complies [F111]2 ;systems have automatic or +❑Does Not 19,1 accessible manual controls. DNot Observable • ;❑Not Applicable 403.9.1 :Readily accessible switch on :❑Complies [F112]3 !heaters for swimming pools. I ;❑Does Not J [Not Observable DNot Applicable 403.9.2 'Timer switches on pool heaters ❑Complies [F119]3 !and pumps are present. `❑Does Not ,S' ?❑Not Observable ❑Not Applicable 403.9.3 'Heated swimming pools have a ;❑Complies [F120]3 I cover.Covers on pools heated ;❑Does Not vg :over 90 QF are insulated to R-12. ,❑Not Observable DNot Applicable 401.3 ?Compliance certificate posted. i❑Complies [F17]2 ; ;❑Does Not i RI ' ;❑Not Observable ❑NotApplicable 303.3 ;Manufacturer manuals for '❑Complies [FI18]3 mechanical and water heating i :❑Does Not ,� :equipment have been provided. DNot Observable j DNot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE KONER YOHAI RESIDENDE Report date: 07/25/14 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE KONER YOHAI RESIDENDE Report date: 07/25/14 1 0 20` 8 Howl' York Co®]y Conserve:ft000 C000ar0000 Cods Energy Eooc cy Coor�o�0000 Insulation Rating R Value a Wall 17.00 Floor 17.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U Factor wSH,GC ' i3 `fi'.�o-„. Window 0.31 Door 0.32 Heating &Cooling Equipment Efficiency, f 4 , 4 Heating System: Cooling System: Water Heater: Name: Date: Comments GENERAL NOTES DESIGN CRITERIA: ` w MUDROOM ADDITION " 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. C®�t1PL`� �f 1 Ilii li �� - TO THE ~T �� ' 11111 r' II = APPROVED AS NOTED W ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS AND DECKS - 40 PSF. NECW( V®P t . BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. p_„ a am li,.- I oft CONSERVATION CODE, AND LOCAL AUTHORITIES. WIND SPEED - 120 MPH AS REQU9 ����i/� B.P.# � �C70 ���2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B S1111,7- 31111' +gy i, ,,/ .qo orMINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE [ "E II -_m _ BY: w 7 � � �'.-�F ar JKONER 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- FROST LINE DEPTH - 36" �.111W111111_ 0-11Y BUILDING DEPARTMENT AT N LARCH STRUCTURAL GRADE #2 OR BETTER. TERMITE - MODERATE TO HEAVY . III I DECAY - SLIGHT .. I Ili 111 g; ."G3 '102 8 AM TO 4 PM FOR THE 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ICE SHIELD UNDERLAYMENT REQUIRED - YES iiiiiY11°""�I" I ^, ►WING INSPECTIONS: w RESIDENCE STAIR AND FLOOR OPENINGS POSTS AND PARALLEL N 1. F ►UNDATION - TWO REQUIRED N �V PARTITIONS, EXCEPT AS NOTED ON DRAWING. ��� I DESIGN IN ACCORDANCE WITH AMERICAN FOREST -=--.".9 POURED CONCRETE �i E ORIENT, NY 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND PRODUCTS WOOD FRAME CONSTRUCTION MANUAL _=_lUG _,- F'AMING & PLUMBING FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD 3 4ULLI 255 HILLCREST DRIVE 6. ALL DIMENSIONS AND G A E CONDITIONS TO BE .'--_I L STRUCTION MUST N VERIFIED BY CONTRACTOR S) OF MATERIALS. THIS WINDBORNE �' �� B.- r-TF FOR C.0_ o ARCHITECT BEARING IO CAPACITY OFETWOD 2) TSFD FOR GRADS DEBRIS PROTECTION SCHEDULE EXISTING SOUTH ELEVATION ALL CONSTRUCTION SHALL MEET THE Z FRANK UELLENDAHL LESS THAN 5%. CONTRACT R SHALL VERIFY THAT REQUIREMENTS OF THE CODES OF NEW o 123 CENTRAL AVENUE THESE CONDITIONS ARE MET. ALL FILL BENEATH YORK STATE. NOT RESPONSIBLE FOR m P.O.BOX 316 CONCRETE SLABS TO BE COMPACTED TO 95% PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS DESIGN OR CONSTRUCTION ERRORS. GREENPORT, NY 11944.-. TEL: 631-477 8624 RELATIVE DENSITY. OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, CSL 1EC II Pil)C AL 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER f s�I ,P EC h �`�1 ,J rsTITI I1[I 1�� W OWNERS SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER THE GLAZED OPENINGS OF THE PROPOSED ADDITION MINIMUTRIPLE 2-2z8GOR AS SHOWN OND DRAWING. BE FOR ALL WOOD SHUTTERS WINDOWS AND DOORS THAT DON'T HAVE OPERATIONAL 0 C Cil P � CY BR Q PAMELA KONER-YOHAI YOHAI 8. VE PENETRATIONFIRESTOPPING AT ALL LEVEL - :TAI QT I 11 'A TOFF . Q� �� �fn �, 255 HILLCREST 11957D91 4 _ iill I ` TEL:RI914-391-3220 9. PROVIDE FLASHING AT ALL ROOF BREAKS, WINDOW SCHEDULE PLRS A'� III I rt E�� 23G ,�,,-'nOUT ©E_RI1 Cid` CHIMNEYS SKYLIGHTS, EXTERIOR DOORS, WINDOWS OF I yO %'"SII AND DECKS ETC.. ��� �r D��U11' ��� P� :rl ,�9 PROPOSED WINDOWS: ANDERSEN WINDOWS, 400 SERIES, • 10. DO NOT SCALE DRAWINGS. : III .--- -=1,- � � � , ��`�5��1.u� C' � GLASS TO BE HIGH PERFORMANCE LOW-E GLASSy 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- SCREENS TO BE PROVIDED FOR ALL WINDOWS AND DOORS •, • � �- ENGINEER ARE NOT RESPONSIBLE FOR THE GRILLES AS PER ELEVATIONS, — +� �� INSPECTION SUPERVISION OR ADMINISTRATION OF HARDWARE - SATIN NICKEL INISH, DOORS: ANVERS COLLECTION = r` � , THIS CONSTRUCTION PROJECT. FEDERAL STATE EXTERIOR: WHITE - I I 1 I I I I II I I I I ; ;� AND LOCAL ZONING AND BUILDING CODE COMPLIANCE INTERIOR: PINE, TO BE PAINTED --— = ' •, -id SHALL BE THE RESPONSIBILITY OF THE — CONTRACTOR. — _ = = -. - it ' Mark Size Description Quantity — = _- - �. 0 A,...: 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO = 7-7 — � ` �., � . FACILITATE CONSTRUCTION AND SHALL NOT BE A TW26310 DOUBLE-HUNG; Replacements 8 — — _ _— N '� .-' ; J- CONSTRUED AS A CONTRACT BETWEEN BUILDER AND B TW2432 DOUBLE-HUNG; BR 2, Dormer 1 OWNER. C TW21056 DOUBLE-HUNG; DR, R, MBR 11 `�' "'� ; 13. THIS STRUCTURE HAS BEEN DESIGNED IN D TW2632 DOUBLE-HUNG; Den 1 PROPOSED SOUTH ELEVATION BER CERTIPICA7 °4 1- ACCORDANCE WITH THE NEW YORK STATE ENERGY E 1W2656 DOUBLE-HUNG, MBR, Bath, Closet 3EL- CONSERVATION CODE. F TW2056 DOUBLE-HUNG; Powder Rm. 1 PLUMBING � � ' E ° `� � G FWH60611APLR HINGED PATIO DOOR; Garden Rm. 1CgRTIFP TE E e,=CoRR. cv r z 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL H FWH9068SASR HINGED PATIO DOOR; MBR 1 ALL PLUMBING WASTE o CHANGES PRIOR TO AND DURING CONSTRUCTION. &WATER LINES NEED J FWH5068PALR HINGED PATIO DOOR; Hall 1 Soo ����ES IN WATER K TW2046 DOUBLE-HUNG; Mudroom 7 TESTING BEFORE COVERING 15. ELECTRICAL AND AND MECHANICAL OTHOERSONENTS TO BE L FWH2968AL FRENCHWOOD HINGED DOOR; Mudroom 2 � �41��1�fif�� C�16�IGV,�6' o 3-BR DWELLING TO BE RENOVATED AND EXPANDEDa1oF 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND PROPOSED 1ST FLOOR LIVING ROOM EXTENSION WITH CRAWL SPACE AND DECK AND OWNER, NECESSARY TO PROTECT THE ENGINEER PROPOSED MASTER BEDROOM SUITE ADDITION WITH CRAWL SPACE FOUNDATION -" _Io 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS DRAWING SCHEDULE PROPOSED MUDROOM ADDITION WITH CRAWL SPACE FOUNDATION z DATE: 07/25/2014 UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. ALL EXISTING SINGLE PANE WINDOWS TO BE REPLACED n N SCALE: N.T.S. A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES Vg TITLE SHEET A-2 SITE PLAN A-3 EXISTING 1ST FLOOR PLAN o DESIGN CRITERIA A-4 FOUNDATION PLAN BUILDING PERMIT APPLICATION .._ DWG. NAMRAL NOTES A-5 PROPOSED 1ST FLOOR PLAN A-6 CROSS SECTION A-AcA A-7 CROSS SECTION B-B JULY 25, 2014 A-1 A-8 ELEVATIONS 0 a DWG. NO A-9 CONNECTORS, CRITICAL PATH FRANK W. UELLENDAHL, ARCHITECT P.O. BOX 316 GREENPORT, NEW YORK 11944 A-10 NAILING SCHEDULE, FRAMING NOTES A• \ � •,.. .,,,„„.,. ,.,tr "i -i..0 A. 4 .--�0'_C» ! MUDROOM r �` lir; 14 rte-■ .4 REAR g ADDITION ��_., _ � � � alit * .a+..i. _ -- o TO THE -Natr--- — ,'%2 --..ai .6 tog ..16 11 it. L -0-6 II c. .w. ,,,. ii. a.,,,,1 A. lig 1 . It *-.. iii =-,,,, cr-g -ail r4`1V- % 11 7.di oit. Ai 01 ! 0 1 ! S \ 1 DRYWELL1i R � ^Vik e '111# ".41.4. "Iertogatillir j t-Q= FRONT YARD ., 16 z KONER 4r e . , ,\ , , :-:r • .�_ RESIDENCE ,rte •■■. hi. \ hi h. ,[-1\ * t , .■.■■.■ ;::: •:-. ORIENT, NY II 111 ad O �i "" �, A. 255 HILLCREST DRIVE 00 �:7�:r'' �/'R nnnnnna A. -DJ R .,�� �` o ARCHITECT O d ?"�y. �� � -� o FRANK UELLENDAHL d _.... , 123 CENTRAL AVENUE e'er..■...' . � � - � -Dili � � P.O.BOX 316 Qd0 ,.:;� %�1' . �__. -�.. GREENPORT, NY 11944 ....�••5•�.�ri;;,�. •-�� TEL 631-477 8624 L.., Oa •fi.10......-::......::......,01-11......■ ... •�!' ••Up■.u.;':.•d. !tom w w 0 /. ■ . . n � --i•� �� 0 •.�,,.•:::::...� ��?,.•....�:::�- � - ,� 1 A, , OWNERS o _ .,;■;`6E:„e y e.:i,� - 8X4- ' o �, „ _ --'_ __' - DRYWELL i o • PAMELA KONER-YOHAI & DAVID YOHAI - 0 0 0 - _ .•, ;F ���ss. ' 255 HILLCREST DRIVE U - ' '_�% Rw �4 ,h4 pit = ORIENT, NY 11957 TEL. 914-391-3220 —J r 116. 71D til -le ,,,,... .4 .4 I IR; 16 16 Illg -46• a T -ice o % kt- ,' ,,fi = ...* 4 1111 `• FUTURE POOL LOCATED �c.,- — z DRIVEWAY ` �. 1r` 4j .4J IN REAR YARDr r� ! ii) -.I eiglit 1 Ai 111 . . artlyliAlm,.. -4 .e. _,, 6twar .., a, 4 , -. ea vs k., ill /II Ili.ii.47:11119‘.1"-- Vi. jith 441::114 11 elott,„,''2.-.. it ._, A. , ' = m II � fig oo 46 fri4ri 140 4 - -i+ *, at %5' � ” � ` PS' « � "' IS Tr's° i1/4,Mgat --iir Iiii figi ARV Vrt: witi9.644:i' vk ,.'.-' •.tea •WP DATE: 07/25/2014 ! SCALE: N.T.S. EXISTING DWELLING DRYWELL CALCULATIONS: ZONING CALCULATIONS Y SITE PLAN ❖m.,, RUN-OFF CALCULATION FOR 2" OF RAIN TO BE CONTAINED ON SITE, LOT AREA = CO.40,050 SF = 100.00% SCALE' 1/16 =1'_p° 1 o :::•' PROPOSED ADDITION North Side - 600 SF: 100% run-off coefficient = 100 Cu.Ft EXIST'G BLDG. COVERAGE = ca. 992 SF = 2.48% PROPOSED SITE PLAN o South Side -1000 SF: 100% run-off coefficient = 167 Cu.Ft ADDED BLDG. COVERAGE = ca. 788 SF = 1.97% DWG. NAME-''''d L' WOOD DECKADDED DECK COVERAGE = ca. 410 SF = 1.02% SCTM# = 1000-13-02-8.3 a g_ North Side - 6' DIA. X 5' DEEP DRYWELL - 111.65 Cu.Ft. TOWN OF SOUTHOLD o A-2 SURVEY BY PECONIC SURVEYORS, P.C. South Side - 8' DIA. X 4' DEEP DRYWELL - 168.88 Cu.Ft. TOTAL BLDG. COVERAGE = ca. 2,190 SF = 5.47% ®� DWG. NO DATED: JANUARY 2, 2014 TO BE CONNECTED TO ALL GUTTER LEADERS MAX. BLDG. COVERAGE = ca. 8,010 SF = 20.00% SUFFOLK COUNTY, NEW YORK Z MUDROOM ADDITION L_,., = TO THE 32'-4 3/4" I\ 6'-0" * g CO U \I\ 8'-9" 4 ilk" S-0" * 8'-10 3/4" 10'-2 1/2" �7' x z w 920 SF - KONER j %r ao i' RESIDENCE ii ii ii II ii ii 11 ii ii ii 11 ii I I j ORIENT, NY 1 1 I I I I 1 1 11 UP ITC 2ND I 1 I I I I I I I I 1 1 1 1 g, 255 HILLCREST DRIVE Inc:DiI I � 1 r I I I I / BO AND BRA ���, I I I I I I I I N d l ►�� �, I II I I I I I I I I I I I I TECT o FRANK AU L EIN AHL //// ///a////i///j///�/////// ////i'/// I 13'-0"1 I, I I I l / II 11 II II 1 m 123 CENTRAL BAVEN1E `t r I I JI 1 1 11 II Ili i 1 1 I I BEDROOM 13 11 o GREENPORT, NY 11944 1 1 L Io\Y J I RtF, H I I I �� II II II 1 1 I I TEL: 631-477 8624 1 iI I 1 I I I I I I II II II 11 OWNERS ONER-YOHAI J I if iTcHEN I I I 11 1 1 % 1 1 11 11 11 1 1 2 PAMELA&K DAVID YOHAI I I I I I I I I I //////////////// j��j////////////// 1 1 11 11 ii 1 I 255 ORIENT, NY 11957 1 IC O I II II / // I II II II II j TEL: 914-391-3220 % I I 10 0 I I I I I I 1/ % %i. I - =•1 RE$ i °-� - 11 -.. I I 1 I I I I 1 1 11 1 1 I I 1 1 1 I I I I I j ?��- �. E<<4 ,\ 1 I I I IHEARTHI I I I j / t -1 M S Mn II II H II II II II II II II II 11 II II 1 I 1 1 I I I I I 1 1 I I 1 I 1 1 11 i * _; ..,, «"" I II II II 11 I I I I I I I I 1 1 I I 1 1 1 I I I r' 'X4,4 j I1 II II II II 1III I I I I I I - 9 1,666 ds.- 1 II II 11 II 1 1 I I I I I I I I II II II I I lc d_ II 11 11 11 II II 1 11 Il . I 1 II II 11 I ^ -- zo- 1 1 DIINIING AREA I I I I H MNG �OOMI 1 1 1 I I I I 1 1 DECK N SF II H H II 11 II II II II 11 H 1I II H I 72 z II II II II II II II II II II II II II II II - i': II 11 11 II 11 11 II II II 11 II II II II II % II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II -o e I / 1 II II II II II II II II II II II II II 1 1 /// o DATE:SCALE: 07/25/2014 I I I I I I I �iiio ,/4" -D° Y g 1ST FLOOR PLAN I o AS-BUILT O_N U DWG. NAME 0 o A-3 ® DWG. NO - FOUNDATION NOTES w MUDROOM V%%/%%A NEW WALL STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 CRAWL SPACE FOUNDATION m ADDITION ?'; ;/ EXISTING WALL — - READY MIX CONCRETE. o TO THE ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON 3/4"AND 2X1OR, NAILED AND GLUED H — — X WALL ABOVE H — — — - UNDISTURBED SOIL. 2 8 AND 2X10 FLOOR JOISTS 12" AND 16" O.C. I- — — — - ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. R"19" BATT INSULATION X O " 2X6 TREATED SILL z — H 2" CONCRETE DUST COAT ON I 32P-0" 51-4" 6,MIL POLY VAPOR BARRIER ON COMP. GRAVEL N KON ER EXT G HOUSE TRAP 8 POURED CONCRETE WALL ,, ',' //;�'� j�x0X0xXX0%0j0MX0X00z/y,Xx 70 0f 0z xx0xX0� may,, �XXV 1'-4" X 8" POURED CONCRETE FOOTING WITH —•-•—•-•—•-•—•-•—•- •-•— % 3- 4 REBARS - 3" ABOVE BOTTOM OF FOOTING RESODENCE HWT W ELT. PANEL 0 5/8'X12" ANCHOR BOLTS © 4'-0" O.C. 2 RIGID ENCAPSULATED INSULATION E ORIENT, NY W 8'-2" ��I _ f / : %j lI / BITUMINOUS DAMPPROOFING TO GRADE g, 255 HILLCREST DRIVE D ��I _ _ _ & SILL SEAL , ��I __ j M I o I °' TERMITE SHIELD z ARCHITECT ® m�I �►m RE-USE EXT'G - — J I o FRANK UELLENDAHL Ulilil WOOD STAIR �` — — �; i //i//%/ii;/,� , 123 CENTRAL AVENUE -Z I „ P,O.YOX 944 GREENPORT, NY 11944 II % N TEL: 631-477 8624 W / r 1 0 1V % %;/%/%///%//% %///%%�///%%l///%/%� / OWNERS T — — — — % ._. ._.�_._. ._•-- ._. %-q��' . ,_, •_•••3__•_._E....7......7..,=.,.„,„ N If - o iH o —li%X Le I - PAMELA&KDAVID YOHAI I / I // — J / FRAME �11IS AREA w Z • �— �, , �, � �� �6a � I � 255 HILLCREST DRIVE N / CRAWL SPACE / BOILER EXT'G (3) 2X10 GIRDER X%/�//%f/!%%4J F2X6OR BAR@ 12" O.C. 0 ORIENT, NY 11957 If — u FOR BARRIER-FREE SHOWER ABOVE I.% I TEL: 914-391-3220 // I -4- x -� u•� — DOUBL!9FRAMING AROUND OPENING — I x /; 2X8 C.J. @ 16" O.C. o Ir\ 5'-s" o — , ,- % �� I EXISTING o o 1 > in './ey I BASEMENT N " l�_e��el ! I �•,�= �� .( ��� I ''' L — — — — ---, fi 4 ' � %/1�� %/%%%% T - — -•—•- cam•-•—•-•— •—•-•—•-•— — -•-e—• — -•—l` o % I '`- „ ; � r '� \ (3) 1.75"X9.5" LVL flush BEAM I % I W4:‘,:-..'..JI, ; Wit, d 4 ' 1 EXT'G (3) 2X10 GIRDER / / �,� i-i � ! 7 ISI , - a'-o„ M :,rv, . �; %,,� 2X10 C.J. 16" O.C. I r i • '' .fit$ N f H2 0"- _ 5'-6" I W/ BRIDGING in mid field 'I g 1 = F, OIL TANK6-:, I' I % ` I CRAWL SPACE c' Li: r'yc f ,;MtPIPAoreo0 ®�e®���V� , 0, , / , - - ^� I I I I L 4'-�" r I I a 2" ENCAPSULATED 1 / 1 // o I ' `° I % RIGID FOAM INSULATION o I 1 N E I I I l l RIM JOISTS TO BE INSULATED AS WELL '; I o I ^ I I : I / / - I ; I I I I ' ' 2X8 D.J. @ 16" O.C. I � CRAWL SPACE o I I ^ I I I ', I J o I ,(� __ m j I I L J / I z W DATE: 07/25/2014 , '.� - ' .Q f L%f%%%/%// '/ /%i, /.%J / ' SCALE. 3/16" = 1'-0" `, i \*�yy� / 1 16'-o" I ;�¢ PROPOSED coi \�'y�,� / * 3'-9" 1,� 8'-6" ,� 13'-9" * M FOUNDATION PLAN �� M •I / \ 4//i,%%i/ W00%00/00//W;• / -/- I , ''' I 7s '� _/ -4. - a DWG. NAME \ N i 4 j2"/ 11'-8" 4'-2" `� I - ®I o g 3'-2" ®� DWG. NO A-4 L� J 20'-0" \ FOUNDATION PLAN * 3'-11" * 4'-6" ,� 8'-0" SCALE: 3/16 " = 1'-0" 321-4 3/4" MUDROOM Y ELECTRICAL LEGEND ADDITION % NEW WALL TO THE /////////A EXISTING WALL \O ° o° O DUPLEX RECEPTACLE OUTLET S/D SMOKE DETECTOR ' 2 WALL REMOVED ® ' I. /2)9 QUADRAPLEX RECEPTACLE OUTLET co CO DETECTOR i' 2 ,p Owp WATER PROOF RECEPTACLE OUTLET L TELEPHONE 0 �// ill Fl GROUND FAULT INTERRUPTOR OUTLET I TV I TELEVISION P' 920 SF ® 26 '(�° SURFACE MOUNTED CEILING FIXTURE CEILING FAN w TW26310 J TW26310 HOSE BIB '� 1-* SURFACE MOUNTED WALL FIXTURE �// /�/a///�/tea'� I //��(/�//////��/////� ���,r/a///��,/(.fr�///r/'i_ , i 'v//// /////�/�////// SWITCH ❑F FLOAUSTRECEPTACLE OUTLET KONER Wk' II II II III II I I I I I I I I I I J/I II II II j $D DIMMER SWITCH LED STRIP LIGHTS W RESIDENCE pI I I I I I I I I ill I I 11 I I\ I ,i-4;' I 1 I I I I I I 0 fJ HIGH HAT FIXTURE �Z EXTERIOR LIGHT 81-2" III 41 II II I I 1 1 n_l 1 1-� I I 1 1 II I I 11 4 : • DIRECTIONAL HIGH HAT TH. THERMOSTAT/RADIANT HEAT E ORIENT, NY .' I ��j �„ P 255 HILLCREST DRIVE / A ---i.,,-.--`I-F-°- 11 11 ■� u ���% 1 I I I 1 1 1 1 SWITCHED OUTLETS IN MBR AND GARDEN RM. V, / I I I I I I I I I I I I NIMMR '�� I I I DN I I R 1 s'-o" z ARCHITECT a - WOOD DECK DN o PEND / / �/7 5'-6" Pis 4-5 3-7 3-7 4-5 y 0 o / % J / 'is i n i n i n n I' r- p� o FRANK UELLENDAHL ' 'I I 110 / I I I I I I I g 123 CENTRAL AVENUE 32 SFP,O.BOX 316 �' o riKITIci.HENII -1.e-II / / / d TW®6 FWH2�968AL ® I I i/���������iiiiii/�,///ilii// I I I n TW2656 TW2656 TW©56 /c / g GREENPORT, NY 11944 -� / II I I ISLANb I II I I i I. II II II II II 3'-9" i//i/� 'F/ 'N/ `�////////// - TEL: 631-477 8624 Egr- /i I-4 1 1 1136"x14"1 1 1 1 iiiiIffii // ,riim./.,- 1 I 1 I :7, © %i ATH 2)2X4 header W I.CLOSET OWNERS I< / "I i II I I I I I I I I I I I I I I2�/iiiii/i/I,e! M B� - `�� l o PAMELA&KDAvo YOHaI N 1 % III V� . �� I `•`=-F.' z 255 HILLCREST DRIVE 11 I I I I I I I I 11 11 11 1 I 11 1 1 ICLG.HGT:I / W ORIENT, NY 11957 `f ®o L PENDANT _ I I POWD= Q 1_EO O -128"X80" L 8 / 28"X80' I • TEL. 914-391-3220 N '�g Y 11 N I I II II II II I I II II II II II ►,�ice■ MCI - *a ' � Acc s Panel I o MUDROOM /I I I I 1 I 11 1 1 I I I I I I I I 1 I I I 1"' . .-',1 SHOWER %to At1c — --1 ® AR N F I I I I �i �� Off, N % 3'-3 s-6° % U c 1 \ N CATH RAL CLG. //��N i= ` ®5 L // . i I II 11 11 II II 11 11 11 II 11 11 I I I I I I co I p, vi h. /zWiis))>).)',,„;' `" f 4 I I I I I 1 1 I I _ .. 1 I I 11 11 Il 3e X80" F9G' f,Q32 " 1 FWH2968AL TW2046 DINNG AEA `k0 LIVING RbbM 1 , a. " ©F ,41 II II II II II 11 II II II II LI r o `' IIf ( 2x8cOLLARBM(2)2x8 _ .. � .it I , n ll II I I I I I , ll II I r FWH5068PALR = ) - j -p 2 I I I I 'i I -7 11 I 15-2 II I I I ii' 1 15-01111 '`orf ` I I I I — i 1 moi) 1- /-4Lx1 AVL HEAd1ER —I j N 0 MBR / e/n1i// i/ /i/ •-_l —•-• •=•—•-•—•-•__v, i�J/�/iii/, T CATHEDRAL CL. I " . 1 It TW21056 n v IS/DI '‘, 1`' 4i_�n © �' 2X12 R.R.I© 16 O.C. LS WOOD DECK % f -'QUEEN w/ R-38 BATT INSULATION N® 16 SF , r — — a g _ a ®= v ;;li, �! 2X12 R.R. 16" O.C. J o WOOD DECK Ig 0 w R-38 BbTT INSULATION o0 / i e.Jo 336„SF " `� N N 5/4 X6 MAHAGONY DECKING , / - _ \4 - — --___ _____ 0,„, 0 I j - 4 U � / GARDEN ROOM \ / /moo/iii h 1 /'iii//// /a , Zr EE N\% 238 SF FWi3116-3 w DATE: 07/252014 F�'/ / CATHEDRAL CLG. \ \ ��ohHOSE BIB FWH9®SASR473 SF o SCALE: 3/16" = r o° Q5 ,i� .,,, (2)2X12 HEADER, typ. 41' 0 WOOD DECK �- Y PROPOSED � v., ,n di ,•T' 38 SF DN 0 1ST FLOOR PLAN / TW210576 ,„ 1-2105_ 6 ,n TW21056 ti I I '''YN HOSE BIB I I _I C Imo© N/ =a DWG. NAME i n i n i n i n �� a o / 17-5is rt / 20-0 1, 8-8 16-0 1, 9'-7" ,,PROPOSED 1ST F_OOR PLAN © DWG. NO A-5 SCALE: 3/16 " = 1'-0" MUDROOM IADDITION y r / o = TO THE Q °R �F� 1 7I U I N KONER =12 I RESIDENCEt m \ m / ET ORIENT, NY W i \ \ / / 0 255 HILLCREST DRIVE \ / Z ARCHITECT EXT'G DORMER \ \ / / o FRANK UELLENDAHL CONT. RIDGE VENT e 123 CENTRAL AVENUE \ / m P.O.BOX 316 2X12 RIDGE BEAM GREENPORT, NY 11944 RIDGE TENSION STRAPS EACH RAFTER i TEL: 631-477 8624 / HIP RAFTER SIZES W OWNERS d PAMELA KONER-YOHAI (2) 2X12 HIP RAFTER - & DAVID YOHAI WRAPPED IN FIR 255 HILLCREST DRIVE EXISTING ROOF 2X12 RAFTER 16" O.C. w ORIENT, NY 11957 W R-38 BATT INSULATION / GYP BD. CEILING / REMOVE 2ND FLOOR RED CEDAR SHINGLES TO MATCH EXIST'G ROOF 3 TEL. 914-391-3220 EXTIG ROOF SHINGLES FOLLOW MANUFACTORER S GUIDELINE FOR INSTALLATION: .T OM BAFFLES FOR VENT'G / IN THIS AREA IN 120 MPH REGION: 6 NAILS PER SHINGLE REQU'D e.p, ,p 15 LBS FELT iI_ / — 5/8" CDX PLYWOOD SHEATHING HURRICANE CLIP EA RAFTER /I 13-,, - 21X12" ROOF RAFTERS @ 16" O.C. tv 10 ��� 'k (2)2X6 TOP PLATE �II EXPOSED 5"X9" WOOD BEAMS © 24" 0.C. R-38 BATT INSULATION 4` . � s HEADER: (2) 2X12 / r, „ o`.>w .'i i -i Co I (2) 1-3/4"X14" LVL HEADER 1/2" GYPSUM BOARD , ,, N VENTED OVERHANG = , r 4 In FREN.,H DOOR z _ MATCH EXIST'G. VENTED SOFFIT, FACIA BD & GUTTERS'•4,t faq _.;, .� o - WALL 4 1 cd it i' 7.!)-1,.A!: 1/2" GYPSUM BOARD ON E;�,s�� Z PROPOSED EXISTING 2X6 STUD © 16" O.C. WITH o LR EXTENSION LIVING ROOM R-23 BATT INSULATION / 1/2" CDX PLYWOOD SHEATHING a , I ALIG I NEV' AND EXIST'G. T/O FF EL. HOUSE WRAP OR 15LBS FELT PAPER MOISTURE CONTROL . ' BEVELLED CEDAR BOARD SIDING TO MATCH EXISTING, PAINTED ^=/ / — 7/16" - MINIMUM PANEL THICKNESS REQUIRED 2X6 TREATED SILL PLATE g_ -. o GRADE ; 2" RIGID ENCAPSULATED INSULATION °' / - FOUNDATION/CRAWL SPACE J l / w 0 UNVENTED . HARD WOOD FLOOR TO MATCH EXISTING WIDE PINE PLANKS `- R '"' '6' CRAWL SPACE I N N. EXT'G STAIR FOUNDA ON 2"X8" FLOOR JOISTS NAILED AND GLUED z ;; / 2X8 FLOOR 16" O.C. d o Z ,,, ..,., .... .,. . � . :,�t,..,,,,:,,,.�j TO REMAIN R-19 INSULATION - ,;A, j.,:,.,, _ / 2"X6" TREATED SILL -` t .. EXISTINGo w DATE: 07/25/2014 1 4" I J 2" CONCRETE DUST COAT 1. ;. I % BASEMENT 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL SCALE: 1/4" ,'-o" 1'-4" X 8" POURED CONC. FOOTING W/ KEYWAY Y PROPOSED I SILL SEAL 1 o SECTION A-A ��j' n TERMITE SHIELD GARDEN ROOM t -_i-- - - - - -t - -- - - - - - N2 DWG. NAME 0 8 2 A-6 g DWG. NO C PROPOSED ADDITION EXISTING STRUCTURE SECTION A-A SCALE: 1/4" = 1'-0" w MUDROOM ADDITION CONT. RIDGE VENT o TO THE RIDGE TENSION STRAPS ROOF k- EACH RAFTER PAIR 0 (2) 1-3/4"X11-7/8" LVL RIDGE BEAM f RED CEDAR SHINGLES TO MATCH EXIST'G ROOF o >7 � 1� (2 2x12 R.R. @ 16" O.C. FOLLOW MANUFACTORER'S GUIDELINE FOR INSTAL ATION:., kiNiiiii IN 120 VIPH REGION: 6 NAILS PER SHINGLE REQU'D N • w,R-38 BATT INSULATION ON BAFFLES N KONER 15 LBS FELT ' 12 __ - 5/8" CDX PLYWOOD SHEATHING W RESDDENCE 2 'X12" ROOF RAFTERS @ 16" O,C, Z � ORIENT, NY R-38 BATT INSULATION = 255 HILLCREST DRIVE ROOF PITCH TO MATCH (2)2x8 COLLAR BEAM -sem 1/2" GYPSU N BOARD EXT G. MAIN ROOF — VENTED OVERHANG o ARCHITECT — i'11iiii MATCH EXIST'G. VENTED SOFFIT, FACIA BD & GUTTERS o FRANK UELLENDAHL / GYPSUM BOARD �� s 123 CENTRAL AVENUE e. P.O.BOX 316 GREENPORT, NY 11944 i TEL: 631-477 8624 'L - J.111- WALL CONSTRUCTION _ w OWNERS 2X6 STUD WALL @ 16" O.C. PAMELA KONER-YOHAI w/ R-23 HIGH DENSITY BATT INSULATION (e.g. ROXOL) Z 255 HILLCREST DRDAVID EZ HURRICANE CLIPS a „ EACH RAFTER 1/2 CDX PLYWOOD SHEATHING g ORIENT, NY 11957 c o -YVEK HOUSE WRAP OR #30 FELT PAPER �E® ,gge ` o SIDING: BEVELLED CEDAR (CLAPBOARD) PAINTED TO MATCH , ��$ UEL % O " k .r.. ` .`,, f -1 FOUNDATION/CRAWL SPACE ". ,.. a- MASTER BEDROOM HARD WOOD FLOOR TO MATCH EXISTING WIDE PINE PLANKS :13' F m 3/4" ,T&G SUBFLOOR, NAILED AND GLUED 2 ! E 2X10 FLOOR JOISTS @ 16" O.C. g R-17 INSULATION ! _ ,; , P; 2;; X6" TREATED SILL N ,y 2" RIGID ENCAPSULATED INSULATION 2 CONCRETE DUST COAT o 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL �' '`-1'-4" X 8" POURED CONC. FOOTING W KEYWAY o ;, PROPOSED CRAWL SPACE 2" RIGID FOAUI INSULATION ON INTERIORWALL �, BITUMINOUS DAMPPROOFING TO GRADE 2 CONCRETE SLAB -" �'�, SILL SEAL DATE: 07/25/2014 TERMITE SHIELD N SCALE. 3/8" = 1'-0° t= PROPOSED g- SECTION B-B * 16'-0" . o MBR N Z ,E,._ DWG. NAME SECTIO \ 3- 3 FE,2 ®¢ DWG. NO A-7 SCALE: 3/8" = 1'4 t MUDROOM m ADDITION o = TO THE J CO D CJ I i} • Z W - J KONER EEEEE 'MIN N RESIDENCE ORIENT, NY 255 HILLCREST DRIVE .,"III -- ARCHITECT FRANK UELLENDAHL SII _ I _ 9 123 CENTRAL AVENUE _ - m P.O.BOX 316 ==. ma. o GREENPORT, NY 11944 _ N TEL: 631-477 8624 E2 f OWNERS - - PAMELA KONER-YOHAI _ - - - = o & DAVID YOHAI - _ - - - w 255 HILLCREST DRIVE - - `� _ _ -_ `7 W ORIENT, NY 11957 _ =• TEL: 914-391-3220 1 I. 1 i' - lu �� cy/ NORTH ELEVATION WEST ELEVATIU 44,,, -,-,- �P�°� ���, SCALE:1/8" = 1'-0° SCALE 1/8"= t-O .'$� Itt A t. ' '' ' 0 . ‘ . 1 I I c Ci tv, Ca,� �(51 c ,i--. Y _ ¢\; tVN -...,4 la 6.• J C3- '^' .CCD- .' F a /NN. C7© p TW2432 �� E'Lf—iiiiiAi I I AILL I = F, ci r 111111 1 1 1 I 1 1 g a DATE: 07/25/2014 = W"cFc SCALE. 1/8" 1'-0" = . =Z �� _ Y ELEVATIONS O N - — -I I !JDG. NAME A-8 EAST ELEVATION SOUTH ELEVATION ©¢ DWG. NO SCALE: 1/8"= 1'-0" SCALE: 1/8"= 1'-0" RIDGE TENSION STRAPS g MUDROOM 1 1/4" WIDE - 20 GAGE ,,, ADDITION METAL STRAP © EACH RAFTER PAIR CONNECTION REQUIREMENTS 4 - 8d NAILS o TO THE 24" I ICE SHIELD UNDERLAYMENT ' O 1 > REQUIRED - 24" FROM EDGE w HURRICANE CLIP8 rV I TYPICAL. J --\, RAFTER TO TOP PLATE KONER _ - _ - LATERAL AND SHEAR CONNECTION RESI®ENCS X WFCM TABLE 3.3 A - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 8 FT WALL HEIGHT :( AI , I I ( f i' 3-8d COMMON NAILS (TOENAILED) REQUIRED W ORIENT, NY „, IN EACH RAFTER AND TOP PLATE255 HILLCREST DRIVE ��2Io I I 1 p, 255 SIMPSON H2A HURRICAN_ HEADER Ali W CLIP NAILED. FROM i i z PROVIDE 8d COMMON , UPLIFT STRAP CONNECTION REQUIREMENT o ARCHITECT RAFTER TO STUD. - NAILS © 4” O.C. AT /1,,,,, ROOF TO WALL J FRANK UELLENDAHL TYPICAL NAILS EACH END SHEATHING.EDGEEXTERIOR OF ALL � WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT.TO TABLE 3.3) - 20 FT ROOF SPAN o 123 CENTRAL AVENUE (414 'l' 5-8d COMMON NAILS IN EACH END OF o P.O.Y 1 944 ALL RAFTERS GREENPORT, NY 11944 APA RATED PLYWOOD TO ` — 1-1/4" X 20 GAGE STRAP OR HURRICANE CLIP TEL: 631-477 8624 EXTEND TO TOP OF TOP PLATE. OWNERS UPLIFT STRAP CONNECTION REQUIREMENT PAMELA KONER-YOHN 2ND FLOOR WALL TO FOUNDATION o 84 DAVID YOHAI E 255 HILLCREST DRIVE WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 20 FT ROOF SPAN ORIENT, NY 11957 5-8d COMMON NAILS IN EACH END OF TEL: 914-391-3220 1-1/4" X 20 GAGE STRAP x .. q (2) 1 1/4" WIDE - 20 GAGE SILL PLATE TO FOUNDATION ANCHOR BOLT //cc : �-�\\ METAL STRAPS AT DOORS FOR ;, ,i, �y• \- HEADER TO STUD CONNECTION CONNECTION RESISTING LATERAL & SHEAR LOADS 1I , - A. b,h r- AND FOUNDATION TO STUD CONNECTION WFCM TABLE 3.2 A - (PRESCRIPTIVE ALT. TO TABLE 3.2) ilk o f 5/8" ANCHOR BOLT © MAX. 72" O.C. OR w -$.79_�4! iki1 1/4" WIDE - 20 GAGE1/2" ANCHOR BOLT ® MAX. 46" O.0 f f ETAL STRAP © 48" OC. .* - 'a 'b `�- MAXIMUM. " - '''C'' - - SILL PLATE TO FOUNDATION ANCHOR BOLT ` ` T,=' ACQ SILL PLATE o ,g�}. TOP OF FOUNDATION CONNECTION RESISTING UPLIFT g t 1 0 WFCM TABLE 3,2 B = IST FLOOR MAXIMUM ANCHOR BOLT SPACING: 72 INCHES WRAP + NAIL STRAP ' i z ( 4 - 4d NAILS ) �'' AAROUND SILL PLATE I R.O. FOR 9'-9" SLIDING DOOR 't o m AT ANCHOR BOLT i 1 1/4" WIDE - 20 GAGE WITH TRIPLE JACK STUDS 0 w METAL STRAP 48" OC. 5 - 8d NAILS =.V.:• ;•�,; -tr.,'.r_ :.w G/ ;;:.: , -.f. :.T,;. ' /.,: :L: o J : �rr:: r•'> z i '}f • cam} NAIL SHEATHING SILL PLATE's •♦ N o ♦ " o rr' .,J, .m:,:0.,`..•.:.:•ti„}:+�•�.rH L•�:.i '�';:•':.4:i} �y,, .:%�}. 0..'•4. - :, `v:•�e^.,.... }- Sd NAILS ® 4 O.C. Q „Y. },� 4! r., iC: ♦. •-� if:. CRAW PACE .;��~'• 0 0 �.i.,,• .>�'._: •'tea• a ♦�r / `�e'' :w�� 07/25/2014 in x 6 SILLPLATE DATE•. w 2 #4 R B RS ';;-i3i Z ( ) .. ALUMINUM U TERMITEFLASHING 5 AL M N M LASH N ,r:�'>�::"• F ^•�" - .;�:�' r. `•:°�=' � SCALE: 2" RIGID INSULATION •� ., . ��:;� . .. !.�.I�i / 1/2" X 12 A.B. © 46" OC. ���:�/ w/ 3"x3"x3/16" FENDER WASHER. CRITICAL PATH 2" RAT SLAB %7��;I'; (max. 12' from end of sill plates) g o CONNECTORS i / •' ' ' 8" P.C.FOUNDATION c" �, �. N a DWG. NAME /'/.'/,/,'/.'//'/.'/.// '/,'%./'/.'//'//.'/, //; W/ 1'-4" X 8" CONT. FTG. `" SECTION ;; (3) #4 REBARS ELEVATION CONNECTIONSos A Q DWG. NO HOLD DOWN + SHEAR CONNECTION CRITICAL PATH • MUDROOM ` FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM m ADDITION 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED Joint Description Nail Sizes Nail Spacing o TO THE 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 O 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Ceiling Joist to Top Plate `(Toe-nailed) n/ per joist �' MIN. THICKNESS OR AS NOTED. Ceiling Joist to Parallel Rafter (Face-nailed) n/ each lap Z Ceiling Joist Laps over Partitions Face-named) n/a each lap , , _; 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, Collar Tie to Rafter Face-nai ed) n/a per tie �, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF Blocking to Rafter ( op-nailed, 2 - 8d each end N KONER / Rim Board to Rafter End-naed) 2 - t6d each end PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND RESIDENCE NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. WALL FRAMING 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plate to Top Plate (Face-nailed) 2 - 16d ' per foot 2 ORIENT, NY WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Top Plates atntersections Face-nailed) 4 - 16d joints-each side TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Stud to Stud (Face -nailed) 2 - 16d 24 o.c. 5 255 HILLCREST DRIVE MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Header to Header (Face-nailed) 16d 16" o.c. along edges N 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud o ARCHITECT AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 2 - 16d per 2x6 stud @ 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR 2 - 16d per 2x8 stud o FRANKUELLENDAHL s 123 CENTRAL AVENUE CIRCULATION IN ROOFS. Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d '' per foot m P.O.BOX 316 GREENPORT, NY 11944 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, FLOOR FRAMING ,- TEL: 631-477 8624 stairs etc. ) OR AS NOTED ON DRAWINGS. Joist to Sill Top Plate or irder (Toe-nailed) 4 - 8d per joist `4 OWNERS 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Bridging to Joist Toe-nailed 2 - 8d each end PARTITIONS OR AS NOTED ON DRAWINGS. Blocking to Joist (Toe-nailed 2 - 8d each end PAMELA KONER-YOHAI Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block g & DAVID YOHN Ledger Strip to Beam (Face-nailed) 3 - 16d each joist w 255 HILLCREST DRIVE 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist W ORIENT, NY 11957 WITH RATED GALVANIZED METAL CONNECTORS BY Band Joist to Joist (End-nailed) 3 - 16d per joist ' TEL 914 391-3220 "TECO" OR APPROVED EQUAL. Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d ' per oot 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. ROOF SHEATHING ;,-- -AE--_,D 1�A'i`^.BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS e� 'Sc SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Structural Panels 8d 4° o.c.,perimeter zone # e�� €o\� ALL EXTERIOR NAILS SHALL BE GALVANIZED. other 6 o.c. edges of dit`t�>� '"..�'� �y 0 ane!, 12 o.c. interior I ',4--,?` r- --I 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" P panel ;; o �� 12" Diagonal Boarci Sheathing of ty4 o.c. EXTERIOR EDGES AND 6 d © o.c. 1 " w ::-'''''.1.‘64114.1 INTERMEDIATE. 1„ x 6 „or 1 x 8 2 - 8d per supporti 1 x 10 or wider 3 - 8d per support 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING CEILING SHEATHING J� 021:6,6, ~. AND WATERPROOFING SHALL BE BY ARCHITECT. Gypsum Wallboard 5d 7" edge / 10" field om`"-�-A `j'. 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE WALL SHEATHING AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR Structural Panels 8d 6" edge / 12" field 1- TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Fiberboard Panels m CLIPS AT ALL PERIMETER JOIST TO GIRDER 7 / 16" 6d 3" edge / 6" field CONNECTIONS. 25 / 32" 8d 3" edge / 6" field > 2 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL Gypsum Wallboard 5d 7" edge / 10" field g PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND Ffardboard 8d 6" edge / 12" field o .,- HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED Particleboard Panels 8d 6" edge / 12" field AS PER MANUFACTURERS RECOMMENDATIONS. WEB Diagonal Board Sheathing STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 1" x 6"„or 1" x 8" 2 - 8d per support BEARING POINTS AT A MINIMUM. 1 x 10 or wider 3 - 8d per support -c. o HANDLING, STORAGE, AND ERECTION OF - - COMPONENTS SHALL BE AS PER MANUFACTURERS FLOOR SHEATHING Ra DATE: 07/25/2014 RECOMMENDATIONS. SCALE: U.S. Structural Panels 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 1" or less 8d 6" edge / 1?" field Framing Notes GALVANIZED MACHINE BOLTS © 12" O.C.. greater than 1" 10d 6" edge / 6 field Y 9 ° / Diagonal Board Sheathing g Nailing Schedule 1" x 6"„or 1" x 8" 2 - 8d per support N 12° 1 12° 112" 112' 1 a. DWG. NAME OR: TRUSSLOK CONNECTORS BY 'FastenMaster' © 16" O.C. 1„Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed o' A 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. if : / : When wall sheathinc is continuous over connected members , the tabulated number of nails shall be permitted to ts° is° be reduced to 1 - 13d nail per foot.