Loading...
HomeMy WebLinkAbout45204-Z OS�FF�I,I-C Town of Southold 2/9/2022 0 ' P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42769 Date: 2/9/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 755 Lupton Pt Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-11-4.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/24/2020 pursuant to which Building,Permit No. 45204 dated 9/15/2020 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: "as built"additions and alterations,including covered porch with second floor balcony,to existing single family dwelling as applied for per ZBA#7227, issued 1/17/2019. The certificate is issued to Doka,Frank&,Paula of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45204 12/3/2021 PLUMBERS CERTIFICATION DATED AA� A h i d gnature �gtlFFDt,�COG TOWN OF SOUTHOLD ��o y 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#: 45204 Date: 9/15/2020 Permission is hereby granted to: Doka, Frank 755 Luptons Point Rd Mattituck, NY 11952 To: legalize "as built" additions and alterations to existing single-family dwelling as applied for per ZBA & Trustee approvals. Additional certification may be required. At premises located at: 755 Lupton Pt Rd., Mattituck SCTM# 473889 Sec/Block/Lot# 115.-11-4.1 Pursuant to application dated 8/24/2020 and approved by the Building Inspector. To expire on 3/17/2022. Fees: AS BUILT - SINGLE FAMILY ADDITION/ALTERATION $1,129.60 CO -ADDITION TO DWELLING $50.00 Total: $1,179.60 uil i -ginspector 50(/r-ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117 G @ sean.deviinCc�town.southold.n Southold,NY 119711-0959 .c` � �� Y'us o�yC®UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Frank Doka Address: 755 Lupton Pt Rd city:Mattituck st: NY zip: 11952 Building Permit* 45204 section: 115 Block: 11 Lot: 4.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: TBC Electric License No: 61597ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 11 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 1$ CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 4'LED Exit Fixtures Pump Other Equipment: Notes: " AS BUILT NO VISUAL DEFECTS " Basement Inspector Signature: Date: December 3, 2021 S.Devlin-Cert Electrical Compliance Form Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is. denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. . Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: V //(check one) Location of Property: FJ lg n 4 " ` +U C(< House No. Street Hamlet Owner or Owners of Property: Fr an k Do k a— Suffolk County Tax Map No 1000, Section NET Block Lot LlA Subdivision �1 Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:_ (check one) Fee Submitted: $ Applicant Signature SQOtt A. Russell °SU S STP]KI��1 WA\T]E]E SUPERVISORIM[,(�� A\,G)EAMUEN T SOUTHOLD TOWN HALL-P.O.Box 1179I 53095 Main Road-SOUTHOLD,NEW YORK 11971 '; O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES 'I IRS PROJECT INVOLVE • .DIY OF THE I FOLLOWING: (CHECK ALL THAT APPLY Yes No -2Ca al C1 r1d - on O0.-f- t o. - ct�I Q pp ❑� . Clearing, g bbing, grading or stripping of land `--' h' - ch affecLt more :� ❑[� than 5,000 square feet of,ground surface. B. Excavation or filling involvingmore than 200 c blc yards of material i - - within any parcel or any contiguous area. I ❑ C. Site preparation on slopes which exceed- 10 feet vertical rise to 100 feet of horizontal distance. El[ D. Site preparation within 100 feet of wetlands, bea` h, bluff or coastal F erosion hazard area. . ❑ E. Site preparation within the one=hundred-year f to dplain as depicted on FIRM Map of any watercourse. ❑[]^F. Installation.of new. or resurfaced; impervious sur aces of 1,000 square feet or more, unless prior approval of a StormwE ter 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 se t'on below.with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 do s not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stor water Management Control Plan and a completed Check List Form to the Building Department with your Building Pe it Application. APPLICANT: (Property Owner,Design Professional t,Con acto Oth ) S.C.T.M. #: 1 000 Date .District �f� District NAME: Gt `� 1v+� 115 Ail �u Section Block Lot 6ynerurdI 160 ick FOR BUILDING D PARTMENT USE ONLY q Contact Information: 1 I q '`4 4 3 ` 6� ..?dephone NWnMi � Reviewed By: ate: V Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — Approved for processing Building Permit. P Stormwater Management Controi Plan Not Required. Mai UC El Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 nMIMN0'DEPARTMENT Electrical insp� the — 7 2020 s ; ` y TOWN OF S WTHOLD. {. Town Hadi Annex 54375 IVlain Roatl P®ilk = 3, DEJ a Southold, New York11971 Q�69� •�: i ' Telephone (631) 765 1802 FAX .3..........1. 765 .9502 i e soot o d se d' utkrai fo n av: A 'PI�I lfl. .FC3R:ELF T;_ L.1( P,E I 4. ! SLE TRI Iid►N§iPIFORMAT'ION fAll informat!n Required) Dater, .�O_� • 2 Company.Name .: :.<_. : Name License No email• C Cv l 5 Address i4 X.: M ._ h'L ......0..5.. . JOS SITE INFOR IVIATIO'N (AI►]nfarrnabonRegoired) Y Name ) �ao-�JlLL14 Address ' S' 1-.v . roh1 ::Ctoss.Street .. :.._. . Phone No , .. f .. T� ........ .. 1 Qr N, Bldg Permit# p email ,stZ ®tCFos n Tai ala District 1OQQ Sectio ,� . 8looic' M.�..w...� ,�._ ...�. ......._. . . ___ _ ._. ...Lot; 1 BRIEF DEQ RIP [ONOF WORKP lease Qrmt Clearl t..... . :..... ........y Ago _. .... s . .. , ,,t a or , � m c 'C+rcle A11 That APPtY as Job ready for mspeetio.n E / NO: Fougt.Irt Final do you need a Temp Certificate?: YES!NO Issued..0 n All information re u Temp!mon nation ( q iced) E .... Service Size 1 Ph 3 Pt StzE� :,.... ....,. A: #Meters. OId.,Mate[# , rt._. .. _. New.Service:-.Fire Reconnect. f=lood Recortnect Senr�ce Reconnected Underground Overhead „Underground Laterals 1 _ 2 ...H Frame Role Work done:on;Service? Y N Additional lrcion __ __. P�ti1�111T[�:I�F�VI",t,..H�IlPLIC�Ttt�tl Request foranspection Form As ,� 4K,\ PERMIT# Address: Switches Outlets" ` G FI's Surface Sconces a `�IH's 1� UC Lis Fans Fridge HW C Exhaust ' Oven Dryer Smokes DW Service Carbon. j Wicro Generator Combo Cooks op Transfer AC AH Mini Special: Comments: r i J.. 1 .I-.... Telephone(631)765-1802 Town Hall Annex r .:., �.-r. +• ',' Fax(631)765-9502 54375 Main Road P.O. Box 1179 r2 k Southold, NY 11971-0959 F } S T YF aO g FA MR ---- s NOTICE'OF UTILIZATION OF TRUSS TYPE Ci`NSTRU TION PRE-ENGI[fitfERED WOOD CONSTRUCTION%At`tD TIMBER C ASTRUCTION r z f a _ t r ` C p i Owner 1L C Aix Lo att A Property U 4 Plea -take notice that theceCk Reline) �. E . New Comm( rsldett�al,s#ructure �r� r digs, r �.. Addition tQjxtstgcomrntotal or residential st t thablUt ►�a an exlstir� frcmmercial or resttttruct".:. to �ecostr performed at the subject property refere ce aboved (fie fi iCk� n (chick apl xT. f Truce tr�struction(TT) r fed o or�str Pre-enol eo 'te ij (?VII) 4 � limber constr%rCtic Iri,, TCS .f.,�h F X `•. 5 in the following locations) (chec{eappllcat�le trnd): Floor framing, including girders:and beams (F) Roof framing (R) PIQor roofframing (FR) s r y Signature Name person submitting this form). rC,R k r. Ca aclt check a Ila�le line) j P Y PP a Owner representative TrussReg15.docx` Effec(ive 1/1/2015' i l �vV ry ��°F�Tyo # TOWN OF SOUTHOLD BUILDING DEPT. °tyir�n �� 765-1802 - INSPECTION [ F NDATION 1ST [ ] ROUGH PLBG. [ UNDATION 2ND [ ] INSULATIOWCAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY . ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: : { Avcauk �n �vc,N1�i oVl DATE 01 INSPECTOR SOI/lyo6 dA9 ✓� J V.:1 # # .TOWN OF SOU.THOLD BUILDING DEPT. 765-1802 INS-PECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION-2ND [.° ] ,INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] IRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) ] CODE VIOLATION ] PRE C/O REMARKS: A:5 -,V 1 L-r' J A- 0-T` DATE ' C? INSPECTOR DOF SOUTyo � o TOWN. OF SOUTHOL-D BUILDING DEPT. 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. j ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL r [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION '] '-FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: a. DATE #6q ?iD INSPECTOR o�y�of soUTyo 1A S St) Ll 6 S5- b✓ - ✓ # TOWN OF,SOUTHOLD BUILDIN DEPT. 765-1802 INSPECTION , ] FOUNDATION IST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ _ } FIRE RESISTANT-CONSTRUCTION : [. ] .FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O 0 REMARKS: DATE INSPECTOR `�" " �o��,oF soulyO� # TOWN OF SOUTHOLD BUILDING .DEPT.- 765-1802 INSPECTION ` - ' , [ ] FOUNDATION 1ST .. [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [. } I LATION/CAULKING- [ ] FRAMING/-STRAPPING [ FINAL AS 15U t-L?.- M ] FIREPLACE &_CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R MARK 1 01 100" DATE INSPECTOR A .- Architectura(1Designs, P.C. .Angela V ange&, . T.O. Box2192, (Patchogue, ACT 11772 Tei: (516)848-8232 -Email AW(Designftnuits@aoLcom D - - Fr October 15,2021 JAN' 1 2022 E3U L- . Town of Southold TOWN OF Su.l i Building Department ___.____�_.._•_ - Town--Dalt-Annex—,_— ______•_ ---.-._. .__.__.-- - -._._._.__._.... .-. _.__. 54375 Main Road Southold,NY 11971 Re: Doka Residence 755 Lupton Point Road Mattituck,N.Y. 11952 S: 115 B: 11 L: 4.1 BP#: 45575 To Whom It May Concern, I Angela Mangels,R.A.certify that the footings, structural work,insulation and plumbing have been installed at the above referenced property in reference with the building applications on file with the Town-of Southold for: -The rear basement extension with covered porch at the first floor level and second floor deck. - The accessory apartment in an accessory building. These are in compliance with the current bu lding_code of-NewYoxk-State as._�vell_as.tbelocal.. _... ... town codes. If you have any questions or have any other concerns,please contact our office. Thank you. Tgela ly, M ,RA. "f' �'. AM Architectural Designs,P.C. r ` �t1rtttki ,c1 La aA i oA -1-.v% -A Lh-m,,a.,i n,0 i „® fir ,9914 Architectural IDesigns, P.C. Angefa 911angels, R.A. P.O. BoX2192, Patchogue, XT 11772 7eh (516)848-8232 -Emaif-AWDesiynTennitsftof com October 15,2021 Town of Southold Building Department Town Hall Annex 54375 Main Road Southold,NY 11971 Re: Doka Residence 755 Lupton Point Road Mattituck,N.Y. 11952 S: 115 B: 11 L: 4.1 BP#: 45575 To Whom It May Concern, I Angela Mangels,R.A. certify that the footings, structural work, insulation and plumbing have been installed at the above referenced property in reference with the building applications on file with the Town of Southold for: - The rear basement extension with covered porch at the first floor level and second floor deck. - The accessory apartment in an accessory building. These are in compliance with the current building_code of New York State as well as the local town codes. If you have any questions or have any other concerns,please contact our office. Thank you. Sin ly, Angela M AM Architectural Designs,P.C. A l rULdu (CI k 1ftA'A4P/44-� A-k.1 _ IN Jx_L nc (1U I( . 1 210!2 mmg also 0 calem ' ! ® 1 FOUND • r ��i ► � �/dna a�,��1'-_�aL'.S:J.����.i �/I� ROUGH]FRAMING& PLUMBING A* v • 1 • 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 � suryey South oldtownny.gov PERMIT NO. / 4 Check Septic Form N.Y.S.D.E.C.• n Trustees C.O.Application Flood Permit Examined ✓ 20 'Single&Separate Truss Identification-Form Storm-Water Assessment Form 11� �� Contact:. )_7 1� M�1�P�S� ?—A Approved ' te; +,—bbDX 2-1 G12. Disapproved a/c [ � e- N V 11-7-1Z Phone: Expiration ,20 Bk ' ° nspector _ aIO ' N FOR BUILDING PERMIT­ Date_ �` ,) , 20 )$ •�4� ���-a-- 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 throughouf the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of-Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed:within 18 months from such date..If no.zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new,permit shall be required. .. APPLICATION IS HEREBY MADE to the$wilding 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 eeble laws, ordinances,building code,housing,code, an lations, and to admit authorize ® [ d]i ilding for necessary inspections. JUL 7 6. 2018 s(� turof applct_ora if a corporation) BLTmDINODEPT. Rd , mca. ". G�,�`,. TO"i OF,rOOLD (Mailing address of applicant) J State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder dwn-er Name of owner of premises 01- 4- DO (As ori the taxroll,or latest deed) p 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- .: Halfflet Block Lot /..ounty Tax Map No. 1000 Section �J �• i ODUUlV161U11 I'116111Y1C1I!1V V. LVL 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and-occupancy E x i S+i n G one Aw k rl ct b. Intended use and occupancy 0, ,, n G 3. Nature of work(check which ' plicable):New Building Addition ✓ Alteration Repair Removal Demolition Other Work } (Description) 4. Estimated Cost ! ! 1 F ee�'i `- '"7 1 ' b(`I'ol\belpaid on filing this application) 5. If dwelling, number of dwelling units . EN'sVtumber of dwelling units'on each floor an 15� R� If garage,number of cars 6. If business, commercial or mixed occupancy, specify nature and extentiof each type of use. (1� 7. Dimensions of existing structures,,if any: Front :,= �} Rear '-t�� Depth 3a Height ..-.-Number of Stories Dimensions of same structure with alterations or additions: Front 4 L4 I Rear Depth Height Numbaer_.Qf,,Stpries, ,,-._., .--� `s7 MZ� .. kf8 :} � f 4 � 8. Dimensions of:entire r�,eW, fon: Fr Rear I l : Depth *� Height umber of Sforios' �� 9. Size of lot: Front 1 rJ ,.��I Rear l`® �� + Depth 01 ' ,H 10. Date of Purchase . I (O Name of Former Owner ;yt� :�►��.: ' 11. Zone or use district in which premises are situated . 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NOy Will excess fill be,removed:from premises? YES NO 'n 155. U p-6--sn +- PA-_ 14. Names of Owner of premises f-ran Address"tAfi-W C-k r Lr Phone No. Name of ArchitectAddress. Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater:wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES'& D.E:C -PERMITS'MAY BE REQUIRED. b. Is this property within 300 feet of a'tid&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, 1 , 17. If elevation at any point.on property.is at 10 feet or below, must provide topographicalr00:h on'survey,.lp(`;o v t C� 18. Are there any covenants and restrictions with respect to this property? * YES NVQ, * IF YES, PROVIDE A COPY. 7171, STATE OF NEW YORK) SS: COUNTY OF + l< being duly sworn, deposes and says that(s)he is'the applicant (Name of individual signing contract)above named, (S)He is the D l., ne x- (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. -Sworn wA., I fore me this day of JjN-e- 2015 PN*11 ELL.A. NIMGEl_S P"a_ i +., „Gf,r,i,,State o;fdew York_ Notar b�l" c , No.01 MA6107044 Sx ature o,f AWn llcant g Qualified in 5uiiolk County ' ` A p comp No. Expires Mar.h_15.20_CG FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 24, 2018 TO: Frank Doka 755 Lupton Point Road Mattituck,NY 11952 Please take notice that your application dated July 16, 2018: For permit to legalize"as built" addition/alteration to existing single-family dwelling and legalize "as built" accessory apartment in accessory garage at: Location of property: 755 Lupton Point Road, Mattituck,NY County Tax Map No. 1000 - Section 115 Block 11 Lot 4_1 Is returned herewith and disapproved on the following grounds: The "as built" construction, on this nonconforming 22,570 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring 20,000-39,999 square feet in total size require a rear yard setback of 50 feet. The construction has a rear yard setback of 42.8 feet. In addition, the "as built" apartment in the accessoryygarage requires special exception approval pursuant to Section 280-13130 3 . Authorized Si Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��0� $U(/jy0 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes v, Town.Annex/First Floor; Robert Lehnert,,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento �I,YCOU Southold,NY 11971 http://southoldtownny.gov ONING BOARD OF APPEALS RECEIVED OF SO J-AN .-2-5--20-19-- =.--- . UTHOLD -.TQWN__ _WN __ —_ —_. Tel.(631)765-1809•Fax(631)765-9064 JAN 2 55 2019 TOWN OF S MS,DELIBERATIONS AND DETERMINATION So. hold Town Clerk MEETING OF JANUARY 17,2019 ZBA FILE: 7227 NAME OF APPLICANT: Frank and Paula Doka PROPERTY LOCATION: 755 Lupton Point Road,Mattituck,NY SCTM No. 1000-115-11-4.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State'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 September 14, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated December. 18, 2018. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. The LWRP Coordinator made the following. recommendations in order to mitigate inconsistencies with LWRP policy standards: In compliance with ZBA relief granted in 2014, #6711, the applicant is required to install a 20 ft: wide perpetual, landscaped buffer landward of the tidal wetland. The applicant should verify that the buffer is in place, and if not, that it be constructed. The owner shall replace the existing sanitary system with an I/A On-site Wastewater Treatment System due to the proximity to Deep Hole Creek. With the conditions imposed herein, the Board of Appeals finds that the action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject property is located in an R-40 Zoning District, and is a non- conforming 22,570 SF waterfront parcel. The parcel is improved with an existing two-story dwelling with an attached porch and patio, an accessory swimming pool, and an accessory garage. The parcel has a frontage on Lupton Point Road of 208.48 ft. along the westerly property line, then running north for 110.79 ft. to Deep Hole Creek, then running 44.78 ft. along the creek to the easterly property line, then running 198.24 ft. to Lupton Point Road as shown on survey by John Metzger,Land Surveyor, last revised November 21, 2013. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's July 24, 2018,Notice of Disapproval based on an application for a building permit to legalize"as built" Page 2, January 17, 2019 #7227, Doka SCTM No. 1000-115-11-4.1 addition and alterations to an existing single family dwelling and legalize "as built" accessory apartment in an accessory garage; at; 1) less than the code required minimum rear yard setback of 50; at: 755 Lupton Point Road, (Adj.to Deep Hole Creek),Mattituck,NY. SCTM#1000-115-11-4.1. RELIEF REQUESTED: The applicant requests a variance to legalize an"as-built"basement addition, described as a basement extension/ with covered porch above at the first floor, and open deck with railing at.the second floor level with a setback of 42.8 feet at the closest point,where a minimum setback of 50 feet is required. ADDITIONAL INFORMATION: At the public hearing,the applicant's architect gave testimony that there is currently a Southold Trustees application pending but had no knowledge of any New York State Department of Environmental Conservation (NYSDEC)application in process. The applicant's agent was asked to provide information on the condition and location of the existing septic system and its location. It was stated that the current system is in the front yard, and the applicant agreed to update the sanitary system per the recommendation of the LWRP coordinator.The agent was also questioned about the chain of events that led to the"as-built" condition of the application. As per testimony from the owner, it was stated that they didn't know about the need for a building permit when constructing the basement addition, since it was located under an existing first floor deck that had received prior setback variance relief. On January 23,2014, (#6711) a prior owner was granted relief for alterations and additions for a proposed rear deck having less than the required bulkhead setback(63.4 feet where the code requires a minimum of 75 feet), subject to the conditions that; 1)the deck remaining open to the sky; 2)that the construction and maintenance of a perpetual 20 feet wide landscaped buffer be installed landward of the tidal wetland line, as shown on survey prepared by John T.Metzger,LLS, last revised November 21, 2013. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 3, 2018 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 Lupton Point area consists of approximately 22 described lots which predate zoning, located on a quiet, private street. The subject property has been in existence since prior to zoning with no evidence of adverse impacts. The proposed additions are on the rear(seaward side)of the house and will have no visual impact on the street. 2. Town Law X267-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 present home has been in existence since prior to zoning and is located within the 75 foot bulkhead setback and the 50 foot rear yard setback. The proposed "as- built" walkout basement extension with enclosed porch and open deck above were built under the existing first floor deck (elevated on the seaward side due to the slop of the property) which was previously granted setback relief of 63.4 feet from the bulkhead where the code requires a minimum of 75 feet. 3. Town Law $267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 15% relief from the code for a rear yard setback of 42.8 feet at the closest point where the code requires a minimum of 50 feet. However, the lot is irregularly shaped and the house is cited at an angle to the rear property line so that the setback increases to 63.4 feet from the portion of the rear of the lot that is bulkheaded which was the subject of a prior variance approval. The"as-built"basement addition is maintaining the same setbacks that currently exist. Page 3, January 17, 2019 #7227, Doka SCTM No. 1000-115-11-4.1 4. Town Law $267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code, and comply with the determination made by the LWRP coordinator, and the conditions set by this board. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive 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 X267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an "as-built" basement addition enclosed porch and open deck above while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Lehnert, seconded by Member Dantes, and duly carried, to GRANT the variance as applied for, and shown on the plans (site plan, elevations, floor plans) prepared by Angela Mangels,Architect, dated July 25,2018. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install an alternative waste water treatment system as approved by the Suffolk County Department of Health. 2. Provide a 20 ft. wide perpetual landscaped buffer landward of the tidal wetland line as per previously conditioned in ZBA decision # 6711 and noted in December 18, 2018 memorandum by the Southold LWRP. 3. The Applicant shall submit an amended survey prepared by a licensed surveyor depicting the installation of a 20 ft.wide perpetual,landscaped buffer landward of the tidal wetland line in accordance with ZBA decision 96711 of 2014, and to the satisfaction of this Board. 4. The existing second floor deck to remain "open to above" as per prior variance 116711, dated January 23,2014. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or 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. If the Building Department determines that the construction of additions and alterations, as described in this determination, exceed the scope of the approvals granted herein, or a demolition has occurred, the Zoning Board of Appeals shall retain jurisdiction and shall have the right, after a public hearing, to modify, suspend or Page 4, January 17, 2019 #7227, Doka SCTM No. 1000-115-11-4.1 revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions, pursuant to Article XX[; Section 280-141 of the Town Code. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman(Chairperson),Dantes,Planamento and Lehnert. This Resolution was duly adopted(4-0). (Member Acampora was absent) Leslie Kanes Weisman,, Chairperson Approved for filing / / /2019 G`ff cerLocation: pF SO(��yD Mailing Address: Town Annex/First Floor,Capital One Bank 53095 Main Road 54375 Main Road(at Youngs Avenue) P.O.Box 1179 Southold,NY 11971 G Southold,NY 11971-0959 22 http://southoldtown.northfork.net 1 J d 2014 'U BOARD OF APPEALS JAS U TOWN OF SOUTHOLD �G DEPT. Tel.(631)765-1809 Fax(631)765-9064 F SOUTHOLD FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 23,2014 ZBA FILE 6711 NAME OF APPLICANT: Carolyn R.Ameen SCTM#1000-115-11-4.1 PROPERTY LOCATION:755 Lupton Point Road(adj.to Deep Hole Creek)Mattituck,NY SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions,without further steps under SEQRA. i SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 t o 23, and the Suffolk County Department of Planning issued its reply dated December 30, 2013 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated December 23, 2013. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP.Based upon the mitigating conditions imposed in this decision,the Board finds the application CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION. Subject property is improved with a two story frame dwelling with attached porch and patio. It is located in the R-40 zone district and is non-conforming with 22,570 sq. ft. It has 95.24 feet of frontage on Lupton Point Road (20' Right of Way), 208.48 feet along the western property line, 110.79 feet along the northern property line, 44.78 feet on Deep Hole Creek and 198.24 feet along the eastern property line as shown on the survey dated March 12,2013, last updated November 21,2013 prepared by John T. Metzger,LLS. BASIS OF APPLICATION: Request for Variance from Article XXII Section 280-116B and the Building Inspector's October 10, 2013 Notice of Disapproval based on an application for building permit for additions and alterations to existing single family dwelling,at, 1)less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The applicant requests'a variance for additions and alterations to the existing home, including a second floor deck that is proposed at 63.4 feet from the bulkhead where the code required a 75 foot bulkhead setback. ADDITIONAL INFORMATION: During the hearing the applicant's agent was asked to provide information on the condition of the septic system and its location. On January 10, 2014 the ZBA received the requested information. '} Page 2 of 3—January 23,2014 ZBAi16711—Ameen •SCTMR000-115-1111.1 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 9,2014 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal in 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 6267-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 Lupton Point Rd., area consists of approximately 22 described lots which predate zoning. The subject dwelling on the property has been in existence since prior to zoning with no evidence of adverse impacts. 2. Town Law 6267-b(30)(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 present home has been in existence prior to zoning and is located within the 75 foot bulkhead setback. 3. Town Law 6267-b(3)(b)(3). The variance granted herein is not mathematically substantial, representing 15% relief from the code. However, the proposed second floor deck is proposed above an existing deck and will maintain the same setback that presently exists. 4. Town Law 6267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Stone Water Management Code and shall comply with the determination made by the LWRP Coordinator. 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to-or at the time of purchase. 6. Town Law $267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD:In considering all of the above factors and applying the,balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Schneider,and duly carred,to GRANT,the variance as applied for, and shown on the plans prepared by Charles Thomas,Architect,pages 1-5, dated 7/13/2013and the survey dated March 12, 2013, last updated November 21, 2013 prepared by John T. Metzger,LLS. Subject to the following conditions; CONDITIONS: c L—Proposed second story deck shall remain open to tke sky 2. A perpetua120 ide larfdscaped"buffer Shall-be installed landward of the tidal wetland line as shown on the survey. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible dental by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Page 3 of 3—January 23,2014 ZBA46711—Ameen SCTMN3000-115-11-4 1 Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subjectproperty 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 m:nimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board.- Ayes:Members Weisman(Chairperson),Schneider, Dantes,Horning.Absent;Member Goehringer. This Resolution was duly adopted(4-0). �'D Leslie Kanes Weisman,Ch ' rson Approved for filing /a /2014 New York`.State Licensed Professional ung neeii 9766 Slgsbee E2oad NlattifuckR lVeut Yotk 11662 831 9$-1.986 Fix 61.2!8.2 fi : concionerigineeririg<com . 1=ebru�iry:.2f3,-2€}`f;f� Mr..Frank D.oka 755:L:upton`s::i?oint:Roa.d Witituck;;NY, 1 982. Re Prposai#or In On senrices,forthe bake Res -NY Deer;Mr Doka-. Condon lwngineering,' R"P_prapdses to render'professiorial 991nee-ring.services in connectlon. with a:'new tfA.sewage tlisp4sal system;far tlie:above referenced propefty l uvould expect.you:to fumisla Yne.with fuff:informatian a .to your requiremenit including any special ar.ex#raerdlr►ary considtlons for me protector special services needed,and all pe 'en existing data.{design. and construction drawings,site plans, sc borings; reports by previaus'professionals;:etc.): It`is my understanding tFiat surarPy.and site plan.will be.provided in:a.digital.AutoCADcompatilal fiie: format. ScaRe 91— — As:1w understand, my!work,uri(1 include, but net necessarily.be.strictly limited to:. Sanitary%nginearing�-f1A$Owa a Dis "ai g p System D+sr:ign We will design an I!A on-: site sewage disposal sys#em for the residence in aecc rdaiice with.Suffolk_Countyefaarttiiertt of Heai#h Services{SCt3HS reguiations 1Ne:will also preparir ilia gecessary applications:ariti related di>cumerita#fan ror submission to the Suffolk+Goutify DparEinent of Health. ervirs litre a6sume all;ttie stitctures art the,property':wlfl be.ccnnected to one sewage disppsal sys�rri. .Fees: Tate_fee far these engineering seiices Sanitary etgireethg?r-$3;5007 Ot} The design fee doesn't include:applicati011.16 es:with SODI-18:or any.other agency: Adiiitioti<al services• + The atx?ve fee.does riot include elle supervston or sr#e visits'other than noted above:. si#e visits ctr eehngs'speclf catly requested and approved by ymu:or your auttib' 6g gent . be hilted fln°an.hourly rate. The addiftonal servits listed,above:specfteafly reques#sd and>apprrtved_by y4 or your. authorized agent.wilE be billed on ail hourly basis ek .175;Ci0 per(four,.. Reimbursable-Expenses incurred in connection.:with:these services:witt be,charged.dn ihe.basis of actue!cost. Retinbursable Expenses;generally include costs associated st+rith copying costs, express retail, etc. We have budgeted the feepayment as shown below; The budget is presented siz ttatyau may estiirtate approximate cash.fftiws`on the#arils of completion milestones:. +► Retainer ' Completlor of final sanitary drawings and speciFicafions $2:oflo:oo Total A.lat€charge of 1.5°l per`rnpnth will be.added to any unpaid:balance remaining.0ver 30 days: It after 60 days there still exists an unpaid balanCe�,we reserve the nght.to cease work>on the project in the event of noxi=payment, collection'costs,including attorney's fees,will be added to the unpaid balance; Commencement of Work: t We:vroulo eaipect.to.start our.services after.receip#of your acceptance of this.pro ' Other.Provisions Any documents prepared or furnished by Condon Engii eed66, P C:.(Consultan#}pursuant to:ttiis,. agreement-ane ins#rumertts-af service in respect of the work and we shad retain an ownership:and property interest#Herein(client)may make�and retain copies for infarmahon:a ►d reference#n connection with the use, occupancy and arbitration of the project by client an.dothers,ftowever,. such.documents are,not intended or represented to bs:suitable for reuse by client nr others on exte nsions of.the project or;in any'.ather worts.Any.use or reuseuvithodt:written verifcatian or adaptation by Goiidan Eng ireerilig;.P C;for the specific purpose..intendett win a at:cliert#'s stile A srtd.without iianitt<j oriegai eatposure to Condon Engineering,p C.from:alt clams,damages; losses and expenses inctud'rng at#omey`s fees arising+out of or resulting therefrom. 'Any verification or addptatloh wilt entitle us.to turther:compensation at rates to be agreed upon by. client and Consultant.. All ciai.ms,counterclaims, disputes and othermatte ent ar trs in quesfion between the parties hereto arising out cif'or relating to this agreemhe breach thereof will be decided.by it,itration.lrt accordance with the.Construction:IndUMry ' Arbitration Mules of the Arr erican Arbitration Association. This agreement and;any other agreement sir consent to arpitrate:entered into in accordance:.erewith as provided in this tlocument+Willi be specifically enforceable undor the .preua lfrtg law Of any court`having:jurisdictiori.: Notice.of demand fcr arbitration must be>filed rn writing with other parties to this agreement and'. wi#tt the American Arbitration A&socia#tori.The demand must,be.made within a reasoriA. rime. .after the claim,dispute, or any other matter in'ttuestion teas arisen, In rica event may the dernancl. for arbitration 13e made.after the date.when.institution of legal or equitable proceedings based an such claim,dispute or other matter in question waiald.be barred.by tate applicable statiafe of limitations f+to arpitration Onsing dui of;or relating to this agreement may:include, by consoiida#ion,and. jornecf in any manner by any person,or enfity who,is not apody to this agreement, The award rendered by the arbitrators will_:be final,judgment may be entered upon it in. ny court having jurisdretion thereof; and wilt hot be subject to modif%cation.or appeal except to the:eXtent permitted by Sections 1Q and.1 of tthe fieciera(Acb tratlnn Act { A.reasonable standard'.of professional engin.eenng Para will be exercised in the performance of work covered by this agreement The careful application of;engineering principles and data to the work dies not necessarily warranty the production.ofservices or a praductto the owner's'11king. iClient agrees to relinquish alt claims 40 e,consultant.resulting in services Pr a product not meeting the client's expectations. Client and consultant:each are hereby bound arid.the.partners,successors, executors, adrninrstratars aricf legal representative of client:and constlltaht(and to the extent permitted ir<.the' next paragraph tegardirig the.'assigns.of client and consultant)are f areby.:bound:tv khe other party: to.this:agreement and to the partners, successors, executors;administrators and.Iegsl reptesentatsves(and said a5slgris)of such other party, in respect of all cove lints; agreements,. arid obligations o#anis agreement. Neither client nor.const itant shali assign,sublet or transfer aq.rights Urinterest(inrklt tling, butwithout imltatiort, moneys that rnay-becorria clue or moneys thatate oue)Ilii$agremment without the wii consent of the other,except to file exter%t that any assignrhent,subletting, or transfer is mandated by tausr.or>the effect of this limitation!be.restrtcteri by tav✓.Untess specially stated to me contrary in any written.consent to any assignment, nD as5 gnrnent vvlil release or discharge the assignor from any duty:or responsibility under th s.agreerrrerlt_ NOthing in:this agreement.shall be construed tri.give.any rights or benefits to anyone othertl ej- the client end the coniultant,and,all dufies and r�spansieiliiies undertaken pursuant tci this agreement mill-be for'the sale and exclusive benefit.Of client acid consultant and not for fhe:t a efit. of any:other party, . The obligatlon.tti provide services-under this agreement may be terminated by either party seven days'written notice inffle event tf`substantial'failure by;the.tittier pa[iy to.perrarrri In accordance:with the terms hereof through na fault of the terminating.party,to the event of any termini 06n;-the.consulta"t.vAlt,be paid feral(.serViees rendered to the date:of#ermina#loh. This proposal represents:the entire understanding betvreen the diet tand Condon. iginoe6pg, P C, in respect to the work and may only be mo fled.-In tvriting,.signed by both the: and. consultant; if this propasa1 satisfactorily sets font' yatir understanding iifour agreertjent,we mould appreciate your signing file enclosed- spy:of'this letter in the:space provided below filen returriirig a.copy to.the office`of Conrian Engineering, P.C. This.proposal tivili t o span for acceptanee,untrf. Aprif:28,X019 unless:changed by us.in,.wnting. Thank.you for your_inten stn our services, YoUrs.Aru)y; By,. Accepted tills qday,of r :,.2p9 By: eal _ d r 4 r r F i . 'M ' M k �'•�,.�3� � • ai", .�s2�'_ 3..i ..�,r FE F,y S 1 �tv4�s3�._ S -'�r F: ee is-Yiaw aw°:w16 rs-ii: c1�mCset.l SO DW 3 z146 .�, Q,. SO7`TIOLll lql Y.ORK U VIP '• .b -�T ,r .�.� ii? ;!}€r y c's ix a A ...�� i s ty < fi L3 3 z ..s'2BOv4 . PERMIT NO 9620 DATE: DE`CENlBER12819 s3 :Ig M7 7'", PRH N___"D ..}.. 3y:{.c,s. c-_ e,•a �,5 ; 5 >�S �. i F .�sla's ''" .a -:t: .y4.+F` ...Ea+. �.._c PROPERTY:ADDRtg&-755-LUP.TOf*�� ;, 'IATT1`TITCI ' �''`'! •g a,., SCTM#:idO(3=I15 1 -4.I -i3 x _ - AUMORIZATI`ON Purs=-, to the provisions of Chapter 275 -of the,Town. Code of the Town of Southold and in y"£'qc* ss� t" e Sz "• 3 r"�$3��r� accordance w h:the Resofui�ronxof the 1loard:6f TrusYees� optedrarthe meetmgied oii"December l l 2019 a �., .. and�in consideration o appl cation feel n`thelsum o£� 2 4 6b paid by=FranTc`'Doka and'su ect to pe Terms and <. Cbndlt16ns as stated in the Resolution;'' 1;&1;&S i oldn, ' ii'Board=vf T`rustees°authoi ze and permits:the following, - etla d Permzt for the asrliu It 8�a 38' liarement e06916 nader"tlie 8' 38'fist floor covered deck-and S'g38:'second floor'balconiy on the seaward sideof dwelling;end for the as built two story 35 fz31' garag 14 3'zg 38'_brickpaho on grade with progressive 4 wide-Seps`an slopuzg;grxcte with bottom 4 g 3 ;platform,�o'estabGsb and,perpetually maintain,a 2D'wide.non turf buffer; installatZon of a- ew. Sepfite$cfi°Sta�rx 75. y ante 'fi r treatmemt sanitary system in�accordance with the SCHDyS sanitary system; £{f >@ d Fv v * 3 r ;r _ 3i3� FF s r 'a- }t F Z ° `S •c" ti =and�as depic ted o�uf the l!2 'se agate'■sto PI`ans p epar�ecl`'by A1VI �ctutecturalDesigns, r"t-ii;:Lr g t•X s a .P Se,`sYt.`- `� a p4xiibitl iFus�d��;E :- �t,•:...Y i.C,�z55.i.S MARL '7 ttii:'z#,ic3 Sr`S Llr^��'5,`'SS X P.G JA t dal Mg ,,member,2,2019,a d stamped jappro ed on DeceJ�nber ll,2Q19, and the s�te;glau pxepa�r�d by,�C6h&6En__ eering,P.C.;lastdaxed 1�ovember�l 9' " nd stamped,approved'on December_l1,2419. A,jt-.} , IN s SREO1�, e sazd_oaid of d.151 causes Cozpote�Seai to}b$e 3f �a; �, a ,..�=, u z � Fandtb�e�s�se pteseiitis to besubscred by,�a malor{ty of to sa>diBoaid as=of the Ith day oiDecember,2019 ' � M _ r "'SIS eveCS.f'�- ogY t["'2' <'i ,2�G.,'.,{� _ :;,%}c_7"A•:f1 •t,.lT .:i.E'. .rs.: 1,71.a. .`t_t,. �7 10 ".t,.pr �..:.eai .°..�..EEd.ax n7. ,fi. #ts`F c't: r»C.i" ?. 7`g, ,6 n�..'�n- �a.: .f•� _ � -'._ s�� '${�" 3`�a St'i^5�.klr.. � -s�$Ecn.2;Ed -. 1y,�gs.+. Y a`• xis --t-j i .; F '�e r � ^'r s q�p S `t'`� �f' 3 ,.� .. >♦._.�rF 1:.h>.�•.l ?v ..� 5'E.ta. �.. FJv 1�4:`'.,} .! -P .j fr,. _ S t JY 'c?'�e?-3':°8 i- �- e -;t;�zr. i �•.--r r '_y x .i-y — ON y ✓ Glenn Goldsmith,President if SOUTy TownHall,Annex A.Nicholas Krupski,Vice President ��� ®�® 54375-Route 25 P.O.Box 1179 John M. Bredemeyer III Southold,New York 11971 Michael J.Domino G Telephone(631)765-1892 Greg Williams Fax(631) 76576641 l�10®UM� BOA-RD-,OF TOWN TRUSTEES_ , � � TOWN OF SOUTHOLD JAN 21 2022 CERTIFICATE OF.COMPLIANCE_ BUILDING DEPT r, - TOWN OF SOU7i-iOLU 18920 " Date: January 18,'2'022_. THIS.CERTIFIES that-existing 8'x38' basement extension under the 8'x38'-first floor:covered , .deck and 8'x38' second.floor balcony on the seaward-side of dwelling;and for the as-built:two= story 35'x3.1.' garage; 10.3' x 38'--brick patio on_grade with-progressive 4',wide steps an-sloping grade with bottom 4' x 3' platform, to establish-and perpetually-maintain a 20'-wide non-turf buffer; installation of a-New_I/A Septitech,Starr .75`-wastewater.treatriiernt sanitary'systein in accordance with the SCHDS_sanitary-s s At 755 Lupton Point Road. Matt tuck ' Suffolk County:Tai-Map #1,000 115 11,4.1 Conforms to the application-for a Trustees.Perm it,heretofore filed in-this: office Dated June 15, 2018 pursuant to which Trustees Wetland Permit#9620 Dated December 11, 2019, was-issued and conforms to all- the requirements and conditions the:applicable provisions of-law. .-The project, for which this certificate:is,,_beingissued-is for the existing�8'x38' basement extension under the-8'x38' first floor covered deck and 8'x38' second floor balcony on the seaward side of dwelling; and for the as two-story 35'x31' garage-, 10:3'-x 38' brick patio on grade with progressive 4' wide steps on sloping rade ade with-bottom 4' x 3'.platform; to establish-and perpetually :maintain a 20'-wide non turf buffer; installation'of a-New I/A Septitech Starr-.75 wastewater treatmemt sanitary system in accordance with the�.SCHD'S sanitaa,�ystem.. The certificate`is i ued to Frank Doka owner of the aforesaid..property. 1/0 Authorized Signature \DovUn 0 . r t�� :.� `J " Ll y JAN 2 7..20221 to 7o Q 01. 6B®A ®FSPR f o►�.�.., a ams Not (4-144 �v r�wcnil :T 7G 00l r. %" J ® 1 x ELI Aviv A 'r 1 a it S lot A s stn 4s;,- i 1yelist77,lot n 7 At, 1111%Itq�, 1 Y v 1 n:i, SIT" AAR OZ 4f 3 t f 5 { tom' it g f k 5 NO r ............w i 4 tia b a` psi { OF SO(/ly®l . Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �COUNTI,� BUILDING DEPARTMENT January 24, 2022 TOWN OF SOUTHOLD Doka, Frank 755 Luptons Point Rd Mattituck, NY 11952 RE : Requires renewal or extension of zoning board decision (Expired 01/17/2022). TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. F' al Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit X Trustees Certificate of Completion. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Truss Construction Placard - VF. Final Elevation Certificate required. Final Trustees Certificate of Compliance. Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 45204-Z Addition/Alteration LOT COVERAGE SURVEY OF PROPERTY EXISTING sq N �.DF,WCE- 1.314Sc41.LL a 9� Oma'. 1 ,BRICK- "'J13 &q;IL AT MATTITUCl1` D �-_n . 16666122570 OZ%" TOWN OF SQ UTHOLD PROPOSED SUFFOLK COUNTY, N.Y. MAR 2 4 2014 HOUSE- 1570 rgJL �•�._, --- DECK - 386 allt. 1000-115-11-41 S�,InGc�eo POO - 3630 cc7gl .Jti SCALE.',1'=3D' Board r GARAGE'- 700 zgJi.• MARCH 12 2013 3646IM70%i64]7G AUG. 14, 2013 (PROPOSED ADD7NS) AUG' 28, 2013 (ADDTNS) OCTOQER 22 2013rography) t' - NOV,a+2013�T CO GEl �;, APPROVED BY JAN.S.2014 ISEP77C SYSTEW :4 FEB.25,2014 Iravlslonsl BO_ ARD,.,OF TRUSTEES o '� T ."'-0F'.'SOUTH0LD `��"•`•`.:3 2 .I QF SUFFOLK COU14V 114 V WAY N7 - 15� RIGH uo wt ROP,Ind. tr DECK(8') 65; Dw 2STY. �`\ 4P� 0 9 EXISTNG 1` o 4HE �oc'41 gt' �o 0�� 4�r �f W PROP. e •A ADDITION `. `•6� r JNro s ro w 26.3' m ' u• rob' fy,`x°' p� � -- 2STY. --- ,_ 15.2' \ ` sy�i La ren a -�I s PROP. `.� o i STY. q P ADDITIO o RAIN RUNOFF CONTAINMENT C �� g9' �` O� u R `A 48 Dw DWELLry DWELLING: 1,528 Sq. FL (i, �• n' 'p'S "� ' 1;528 x 0.17 x 1 = 260 Cu.Ft. D t to NJ Z- ProVI S DWs. 6'0x 6'Deep z---A ay $� o Conn ted by Gutters &Leaders y S 6.IjweC o NeW 6AFA6* 1°u D 20' z5.0 un n �+L DiseWAA66 FINd t b. PD Q M �N b PROP. t•�: � it m pq0 1 w GARAGE �p IEROSOON&SEDIPAENT C04VTinOLS c1EAQ��o�� D Shall include but not be limited to; a ORrAY o m A well maintained Construction Entran r wire Backed'Silt•Fencing,stabilizofation rn O 'tea o �eedfng of exposed and/or inactives O atiE � C xto y CL Vol >20' I � hNlArvff ORdSIPIE�O®Er7$61f�ff Wff�UDO4BL®~ y Q \16 5 Contact TOS Engineering at 765-1560 before 9* n Gackfill,OR Provide Engineer's Certification EDGE OF PAVa1Q1TROAV that the drainage has been faslaffed t,,,EOd2. ON POIN,�, ow 20, YOE WAY SRIGHT OF APPROVAL PP SVA OF ®RMWA I1 R MANAGffENjr, ®at.: CERTIFIED TO: Appmedar. ' CI.RST A R. AMEEN ELEVATIONS AND CONTOUR LINES ARE R ERENCED FIRST AMERICAN TITLE INSURANCE COMPANY TITLE # SP 29126—S TO N.G.V.D. DATUM. OF NEW, FLOOD ZONE FROM FIRM RA 6 tM, ER 36103CO482H AREA=22,570 SO. F . SEPTEMBER 25, 2009 nor �r �G�P TO TIE UNE its° a � I 100% OF LOT CLEARED Y.S. LIC. NO. 49618 ANY ALTERA770N OR ADDITION TO THIS SURVEY IS A VIOLATION S, P.C. OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. (6 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2 ALL CER77F7CA77ONS P_0. Bim- 9 HEREON ARE VALID FOR MSUAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 13-1,29 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 E / ENff THE DOKA R 5 D 755 LUPTON POINT ROAD, MAMLICK, IMI. 5: l 15 15, l l , L: 4. 110.79 o� G 10��E _1��RAL BUFFER N 18�7�= SINE OF NAT ' - •moo, rlMAINTAIN.•N BASEMENTF_XfENSION WITH COVERED PORCH I AT FIRST FLOOR ON SEPAAATEAPPL/CATION O� oI EXISTING TWO STORY G� 26.3-GATE FRAMEDWELLING Ii FENCE WITH v /o 1► Gk Ii- 15.2 18.0' i � EV.,. . :MAINTAIN•DETACHED_.... ... GARAGE WITHACCESSORYca 't --- - �+- APARTMENT ABOVE t' o z t BUFFER NA �� m t I i LINE OF N�E WITH ATE- i FENCE 5 ' ANS FENCE- I'l ,0 2�.--00► Z II EX. X o R CAR CAR I GARAGE #1 '#2 1 0 I GRAVEL DRIVEWAY I I CAR#5 I CAR 1 I CAR .,,ESTIMA TED CAR SIZE. 9X18' #6 �-� Cyt o TREES AND C) II LANDSCAPEDAREA r N13, I, r Slg°45' 10"W © ?8son� OT01V p01Nr R0A0 P LOT F L-AN SCALE I"=20' f-�-5 ED A fin 4'41 a� �n�rs ctii S\TE1h�FORMA110N NOTE. THIS S17F PLAN IS NOTA LEGAL SURVEY.ITIS ' ,'� �► DIS.' � 1000 FOR ILLUSTRATION PURPOSES ONLY.ALL ISEC. 915 DIMENSIONS,SETBACKS,LOCATIONS& BLK 77 STRUCTURES WERE TAKEN FROM SURVEY A PREPARED BY-LICENSED LAND SURVEYOR LOT.' 4'1 � JOHN T.METZGER,PECONIC SURVEYORS, AREA: 22,570 SO.F7 <, E " 9230 TRAVELER STREET,SOUTHOLD,NY 91971 LOTAREA COVERED.' 3,646 SQ.FT, TEL.'(631)765-5020,FAX.•(631)76 1797 LOTAREA %COVERED.• 161% DA TED.- NOV 21,M13 LOT COVERA-GE SURVEY OF PROPERTY .PCK HOUSE- 1386.sq.111; I� �y° .BRICK - 360 aq.11. A T T ITS./ SHED'- J113866 �q.ff sq.1f. 186 T OF SOUTHOLD 1 jW=570 @ 8;3% PROPOS SUFFOLK COUNTY., N. Y. HOUSE - 1570 sq.9f. 1000®115-11-4.1 DECK - 386 sq.ff. BRICK - 360 i4ill. SCALE' l zm30� POOL 630.sq.11. GARAGE - 700 sq.1f. MARCH 92, 2093 3646 s alt. 3646122370 -, 1 , AUG 94, 2093 (PROPOSED RDDTNS) AUG 24 2093 `ADD77VS)OCTOBER 22, 2013 (ATrogra ,NOV. Mj 2013 UT COVERA. E) C®U0TY OFSUFFULK 110 69 S WAY �T� - 14T 0 Ir 0 to V\' w\72 p cmc PROP. 2nd. `�• FLR DECK (8') 0: ZoNf � �Ip 25TY. OVER EXISTNG X19 '��. VSE 4%.i DW `\ \ ` 1 PROP.\: ,� �q� . 70 �� ADDITIQN ��• -- 0,� � �' �rfjp - '• `cT \� 2STY. Cr o,;, ---= -- - PROP.,�` . - STY.- � ----- - ----- -- � STY. -~�` -a.aw �- - - --- -- - --- ----- - - - w p� , ,ADDI-nON RAIN RUNOFF CONTAINMENT: o Cp° DWELLING: 1,528 Sq. Ft. •` 1,528 x 0.17 x 1 = 260 Cu.Ft. '' --fie_' Provide 2 DWs. 6'Ox 6' Deepa 0 Connected by Gutters & Leaders -4j8. 20' 2,5.0 unit; 1 1`10 x, RIROP. in < *' GARp,GE CL 0 GRq Bldg Dept copy from ZBA Final review ed documents DR��vAY „s ® ZBA File # •, p - � Dace• / 1 a \� o4E 720, ` C? ` L P '6- m IE A 9`40 EDGE OF PAVEMFNT r14T �2 �Lyjplrox � T OF WAY RIG S ® _ ..pb ` Iy 2® CERTIFIED TO: CAROLYN R.. AMEEN FIRST AMERICAN TITLE INSURANCE COMPANY ELEVATIONS AND CONTOUR LINES ARE REFERENCED TITLE # SP 29126—S ` TO N.G.V.D. DATUM. FN ' FLOOD ZONE F ME- AP MAP NUMBER 36103CO482H . - AREA=22570 . SEPTEMBER 4 : TOM LN 0 100% OF LOT CLEARED N. YS LIC. NO. 49518 ANY AL TERA 77ON OR ADDI770M TO THIS SURVEY IS A WOLA 71ON 1C , EYORS, P.C. OF SECTION 72090F THE NEW YORK STA7F EDUCA77ON LAW. 765-5020 FAX (639) 765-1797R EXCEPT AS PER SEC71ON 7209-SUBDIVISION 2. ALL CER77FICATIONS 0. BOX 909. HEREON ARE VALID FOR THIS MAP.AND COPIES THEREOF ONLY'IF ,230 TRAVELER STREET �i SAID MAP OR COPIES BEAR, THE IMPRESSED SEAL OF THE SURVEYOR 12JO TRAVELER N. Y. �TRE ������•. WHOSE SIGNA 17JRE APPEARS HEREON. I EX.WELL TEST HOLE DATA N N es: BROWN SILTY LOAM(OL) w E FORCEMAIN CALC U LAT I 0 N S" I wiring and equipment are to be be provided and installed by BROWN LOAMY SILT SM theElectrical contractor(EC)in accordance with the National ( ) PIPE MATERIAL: HDPE FRICTION LOSS(C):150 Electric Code(NEC)and Local Electrical Codes. PIPE LENGTH: 70 L.F.INCL.BEIIDS(WORST CASE TO WASTE PIPE OUTLET) LOSS PER 100'@ 11/4': 27.4' * he EC will file all necessary forms and pay all fees for the 8 5' PROJECT s ELEVATION CHANGE: 8.5' el ctrical work shown on these drawings.The contractor will LOCATION DEEP HOLE CREEK a nge for all inspections and secure a Fire Underwriters certificate PALE BROWN FINE TO COARSE SAND(SP) TOTAL PIPE LOSS: 27.4'X 70 L.F/100'=19.2'+8.5'=27.T w ich is to be turned over to the owner at the completion of the O AREA OF PIPE: 119 2 X(1r/4)=1.22 IN2 work. GPM: 32 GPM @ 27.7'HEAD LOSS(SEE CHART BELOW) I r VELOCITY: V=0.4085 X FLOW!AREA OF PIPE(2 FT.PER SEC.MINIMUM) * II foundation penetrations for entry of directly buried feeders are ON P�/� to equipped with galvanized steel sleeves. RMC is to be used at ROgp V=0.4085 X 32 GPM/1.22 IN'= 10.7 FT/SEC>2 FT/SEC. all other foundation and floor penetrations. USE A 11/4'HDPE FORCE MAIN " umish and install new service equipment and circuit breakers as sh wn in these drawings. All panels and breakers are to be 1T DEEP HOLE CREEK la led. The electric panels are to be installed and grounded in TESTHOLE FROM APPROVED PLAN SCDHS accordance with the NEC and Local Electric Codes. REF NO.:R70-99-0221 ..4'. NO GROUNDWATER ENCOUNTERED ..f3 k -.- br._.f,;z.: - ....,.< `:v - w..�. :,..M =,._-t`.• '' ; :` TEST HOLE PROVIDED BY SCDHS. ::�.; ..s --.z. �F Mrs,,,,�r .-`'�.a-•�:• a•'.t,; '�'�- ,r,`.,�.b - ;x,,; II SWItCh and outlet boxes,'unction boxes,and pull boxes r_ LOCATION F TE HOLE NOT PROVIDED •_s• - -,r:�. - r galvanized steel and rated for 0 ST E i tailed on the exterior are to be �� _. �� „M. ,..,_ _ �° ` e erioruse. o DWELLING CONNECTED LOCATION MAP Wastewater .- __�__:�,. w�. _ v. _. _ _._ .� � _ ...._�. ...:. 1"=600' _. ___ I exterior outlets are to be housed in weather proof enclosures. 6 TO PRIVATE WELL, GENERAL NOTES _ TING CESSPOOLS TO BE PUMPED DRY FEET : MODEL: LSP03, LSP07 I AND ABANDONED IN ACCORDANCE WITH THE G`E' 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE ` - - SIZE:3/s° SOLIDS MAX. MAIN � QO STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK RPM:38" S MAIN SCDHS STANDARDS �� �G COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. ELEC PANEL _ ��P 2. BOUNDARY&TOPOGRAPHIC INFORMATION FROM SURVEY BY PECONIC SURVEYORS, 35 HP-'hand 3/a 15 AMP BREAKER 20 AMP BREAKER PROPOSED INFILTRATOR �`�� � 30 - -" _." - _ -' (CONTROL POWER) ( UMP POWE ) SEPTIC TA MODEL" IM 1530 �� ! H NUS �Q DATUM. D FEBRUARY 014. ELEVATIONS ARE REFERENCED TO THE N.G.V.D. C ER P R I( P C DATE 25 2 OP D RETURN LINE RUDE �P 3. IES THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES E o PROPOSED IIA SEPTITECH STAAR 75 PR 0 p D & 110 .�j• PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL _ - R `r a 2s - WASTEWATER TREATMENT SYSTEM � Y'� � 0 SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE _ - - - - - -- - --- -- - - - 12 AWG OF WIRE IN 12 AWG OF WIRE IN N/O ODG�' [� CONFORMED ACCORDINGLY IN THE FIELD.H _ "E V _ 3/4"PV 3/4"PV H 80 7 8 e O _` `'� �9 e LT FENCE AND HAY 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES Q 20 LS O"''� CONDUI CONDUIT W N `_ ` OJ ALE NE VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE AND/OR _ C SCH 80 CSC _ _._ .. __._-.. ----. -- - --- - _._...-.' -- _-- ' 0 - oO. ` Grp �� . > �' B LI SANITARY LINES OR STRUCTURES. T A o RIGHT F NT �� \ F �, --r 15 - _.. 15 Q1`I \ �� 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS Z �� BEFORE COMMENCING WORK. EXTERIOR RATED JUNCT ON 1114 HDPE F E MAIN 1 6' ORC w ` ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH 10 -' - -- - -- f-- - _ -" ---" -" BOX BELOW GRADE I A SIAAR CONTROL TOWN,COUNTY STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR ___.._., --__-__ __ ___:-_- _____. __ . SPRINKLER OX PANEL PROPOSED VALVE BOX \�� 4'- / \ MFgN 111041 SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. -- --- - -- - DEBRIS SHALL NOT BE BURIED ONSITE ELECTRIC RISER DIAGRAM 2'MI `� \� CON V� L �Y,Q� 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR �• � R TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO N. ---- -------- --- - --...--_ .. . ---- - NOT TO SCALE ��\ � �\ O � FCO 2 I WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. _ . 3 .� , \ 0 0 W DE NON- 00 10 20 30 Z 6p� 40 50 GPM PROPOSED 34 L.F.INFILTRATOR WATER `�'�, `�� A91 8 ZONE TURF BUFFER 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY CAPACITY TECHNOLOGIES QUICK4 PLUS STANDARD \ io � �� CINE STRENGTH CONCRETE. LOW PROFILE CHAMBER LEACHING 5 PROP. O� �8. �ti �j\ n� 9.' SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. PSD LEACHING SYSTEM DESIGN SYSTEM (TYP.OF 2) 5'MIN. a HEAD HT. O FiQ�-r83" 90�C. VC _2"VENT LINE TO ROOF WITH 10, DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED aA A� CARBON FILTER SEPTIC TANK AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFFSITE AREAS, CALCULATIONS: \ \�6, T �C PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE CLEAN OUT WITH A PLASTIC4�1 10'MIN. ��2 f�� y 1 AND TREATMENT UNIT INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM -5 BEDROOMS 1 1 /� s \ TO'THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". VALVE BOX INSTALLED C Iy0 TO PROPOSED ENCLOSED PIPE TIE WITH 30 Ib TENSILE STRENGTH -1-5 MIN.PER INC PERCOLATION RATE FLUSH WITH GRADE(TYP.) C I I I 1 26.3 �is j8 �� 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM WEATHER-RESISTANT POLYPROPYLENE z �� jj •S S� SPACE UNDER EX.DECK DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD AT EACH CHAMBER CONNECTION USE 3.0 GPD/SF l CHING RATE FOR SHALLOW PRESSURE DRAIN PROPOSED 50%EXPANSION \ I j I II j •�` 2Q� \ PROCTOR TEST. FIELD CATEGORY PER TABLE 13. PROPOSED 17 L.F.INFILTRATOR WATER ',_'�� ' r' O g" STAAR CONTROL PANEL ESTABLISH VEGETATIVE COVER /LJS �o ,O 12: -LOT-AREA:22,5'0 S:F.. 3'MIN. 1:3 SLOPE MAX TO 5 BEDROOMS X 11 GPD/BEDROOM=550 GPD TECHNOLOGIES QUICK4 PLUS -Tl - NATIVE BACKFILL MEETEx GRADE OR -' --- - -- - STANDARD LOW PROFILE CHAMBER m o V .41 RETAINING WALL 550 GPD/3.0 GPD/ Q.FT=183.3 SF (-t1 p \• eV LEACHING SYSTEM (TYP.OF 2) 0 m z 1 ryQj . . `.\. . \. ..\. . . . .'. .'.'. /� /r" \ INFILTRATOR WATER TECHNOLOGIES QUICK4 PLUS STANDARD K"41 • • • • • • • • • •• • • • • • • • • • •' • ' • LOW PROFILE CHA BER LEACHING SYSTEM:(34'TRENCH WIDTH) N . I/ - TOPSOIL 183.3 SF/2.83'WID --64.8 L.F. O 18. i O 6\ - ...... : �� "THE INFILTRATOR QUICK4 PLUS STANDARD LOW r.- Q L I'E ... :: . . . , , �� PROFILE CHAMBER SYSTEM SHALL BE PLACED IN USE 2 ROW 34 L.F.INFILTRATOR QUICK4 PLUS CHAMBER LEACHING C Z F\ z PROPOSED ELECTRIC TO /// •• • •• //\ ACCEPTABLE LEACHING SOILS WITH CLEAN SAND AND SYSTEM=68 L.F.>64.8 L.F. / GRAVEL("SP'OR BETTER)WITHAI5MPI n 10'N► / t�yO BE PLACED IN CONDUIT APPROVED �� _ \ �6. '. 3"INVERT PERCOLATION RATE. IN THE EVENT POOR LEACHING 50%EXPANSION: IL J Z O w 0 x �nl• �' O D MATERIAL IS ENCOUNTERED,EXCAVATION IS TO BE BOAR® OF i RUSTEES USE 34 L.F.INFILT TOR QUICK4 PLUS CHAMBER LEACHING � Z 0 1- - i O CONTINUED TO SUITABLE MATERIAL AND BACKFILLED SYSTEM 34 L.F. 32A LF. � fT7 � o r Z \/8 �� � O � r r- TOWN OF SOUTHOLD / AS DETAILED. M 0-1 -I � \ � �' -0 Z -34• PRESSURE LATERAL, o 5f In -P 36"WIDE TRENCH SIZE PER DESIGN / *NATIVE SOIL AND I OR SPECIFIED FILL "SP"OR o I W 780 0 Z o z DATE BETTER SOIL WITH 1-5 MPI PERCOLATION RATE -"1 PROPOSED WASTE LINE = 1 J I c M, co C) \O INFILTRATOR QUICK4 PLUS STANDARD LOWrn z 8 20 0 25.0' C9 PROFILE CHAMBER CROSS SECTION c N 1 \ POLE\ � NOTTOSCALE 0 Y' Y N PROPOSED R O�o �RAGE "' z WATER SERVICE � PROPOSED 2ND FLOOR POOL HOUSE / G F• $'0 / m U3 I / o m \ B.B. DRIVEWAY / O EXISTING WATER SERVICE / o 4'E !� C CD 0 O EP 112i,�17 _ 7 20' ` \ CP � PR \ \ I 16 v no A- 5. `� Bldg �evrew dydocu documents 0„ �� ZBA File# r7-31-7 k77� w. 79 45 _ _ t� EDGE OF PAVEMENT --� - -n" 328's _ _ ROAD THE VENT TO BE TERMINATEDPVCRF.PIPEW1HOLESPERF. SHALL QAt �-- P T Y HEALTH DEPART MEN APPROVAL STAMP 'THROUGH THE ROOF. ALONG PIPE IENVERT.PROVIDE GEOGUMM ORIFICE SHIELDSHOLE@ 18"O.C. 4 �6' �--- IN F WA 12"MIN. VALVE Box ORIFICES TO BE IN THE 12 O'CLOCK POSITION WITH EVERY 5TH ORIFICE ��LUp TO N RIGHT 0 CAP INSTALLED IN 6 O'CLOCK POSITION `h/ E 11/14/19 TRUSTEE COMMENTS 6"MIN. VALVE(TYP.) FOR FUTURE EXPANSION) 20 VY I D ONNECTED 8/28119 SCDHS COMMENTS WATERTIGHT PLASTIC FRAM &COVER MATERIAL OF THE SAME PERMEABILITY AS THE UNDERLYING G C' CARBON FILTER WATERTIGHT PLASTIC FRAME&COVER W/APPROVED LOCKING DEVICE TO ORIGINAL SOIL SHALL BE USED AS USEABLE FILL DWE1-LAN w ATER _._. _ ..._ ... .. REVISIONS DEVICE W/APPROVED LOCKING DEVICE TO WEIGH 60 LBS.MIN.OR SE NDARY TO PSD -`Q puB�-�C 34 L.F.INFILTRATOR QUICK4 PLUS STANDARD LOW r �� WEIGH 60 LBS.MIN.OR SECONDARY SAFETY LIDS/DEVICES TO BE ROVIDED ,..• SAFETY LIDS/DEVICES TO BE PROVIDED TO PSD PROFILE CHAMBER LEACHING SYSTEM � PLASTIC VALVE BOX INSTALLED I( 3 2019 , FLUSH WITH GRADE SITE PLAN F.F.EL.18.5 VALVE BOX EL. MIN. /TMIN. 1:3 SLOPE MAX TO EL.14.0 2•TIT TO I/A UNIT MEET IX.GRADE SCALE:1"=20'-0" ' 1 EL.13.5 EL.14.0 EL. EL 14.5 G EEL.16.5 EL.17.8 MAX. _.. ... _. ADJUST VALVE TO _ Z EX.GRADE INV.EL.12,.3 INV.EL.12.0 BALL VALVE P VIDE 5 HL MAX.AT INV EL 15.0 `� EL.16.0 s PVC �wc DISTAL END EL.15.3 INV.EL 12.6 EL.14.8 8• INSTALL LONG 4'SANITARY WASTE PIPE 3° l ' '' INV.EL.11.7 1 1/4'PVC SCH.40 INV,EL.15.6 ENS' SWEEP FITTING PITCH 1/4 INCH PER FOOT s- SANITARY FORCE MAIN z S.C.T.M.: DIST. 1000 SEC. 115 BLK.11 LOT. 4.1 LOPE FORCE MAIN TOWARDS UNDERLYING ORIGINAL SOIL TO BE TMENT TANK 2 EXCAVATED TO ACCEPTABLE "SP'OR"SW" EL N SOILWfINA16MPIPERCOLATIONRATE Condon Engineering, P.C. DOKA RESIDENCE 12'(10'MIN.) 6.4 8'1 11°( 'MIN.) 2'MIN. Plans are prepared by Condon Engineering,P.C. It Ls a violation of the Scale:AS SHOWN _�Mi - EL 2.1 HIGHEST EXPECTED GROUNDWATER ELEV. New York State Education Law,Article 145,Section 7209,for any - BIOTUBF,EFFLUENT FILTER MODEL FTSO444-36V OR POLYLOK 3017-20H6 20" person unless acting under the direction of a licensed Professional 755 LU PTON S POINT ROAD MODEL FTWO444-36V OR MODEL FT0822-14B SET DISCHARGE PUMP FLO. TS TO 12"PEA GRAVEL BASE ROUND SEPTIC VALVE BOX PROPOSED SHALLOW PRESSURIZED DRAINFIELD Engineer,Architect,or Land Surveyor,to alter any item in any way.If an Drawn by:JJC 1755 Sigsbee Road OR APPROVED EQUAL item bearing the seal of an Engineer,Architect,or Land Surveyor is MATTITUCK, NY OF PROVIDE 32 GALJDOSEMAX.TO PSD Mattituck, New York 11952 PROPOSED VA SEPTITECH STAAR .75 NOTE: altered,the altering Engineer,Architect,or Land Surveyor shall affix to 631 298-1986 631 298-2651 fax PROPOSED INFILTRATOR SANITARY SEPTIC SYSTEM PROFILE the itemhis/her seal and the notation"Altered by"followed by his/her Date: 6/612019 ` PSD AND TREATMENT UNIT TO BE COVERED signature and the date of such alterations,and a specific description of ( � � 1 SEPTIC TANK MODEL: IM-1530 WASTEWATER TREATMENT SYSTEM NOT TO SCALE BY A MAINTENANCE AGREEMENT. (SEE ADDITIONAL DETAILS ON SHEET 2) the alteration. www.condonengineering.eom SANITARY PLAN of THE X&A KE50ENCE: y 755 LUPTON POINT ROAD, MATTITUCK, N. Y. 01SAPPRO oP �, 5: 115 5 11 L: 4. l VAL 110.79 s N 780 47' 100 MAINTAIN.• I w BASEMENT EXTENSION WITH COVERED PORCH AT FIRST FLOOR I O � oEXISTNG TWO STORY 26.3 r FRA ME D WEL L ING Al 5� 15.2' 18.01 s EX 0 POOL i � o MAINTAIN:DETACHED I GARAGE WITH CABANA 1 20.0 25.0' EX. I GAR4GE" o 1 .+i Q Z I T 1 -Q O O O C I �• ao' r 95.24 .01 ��o , 8� S r951n VV sp"iv LUpTO N poINTROAD F f-OT F L-AN SCALE 1"=20' SUE MIFORMASION NO 7E, DIS.' 1000 THISSITEPLANISNOTALEGAL SURVEY ITIS FORILLUSM477ONPURPOSESONLY.ALL SEC.' 115 DIMENSIONS,SETBACKS,LOCA 770NS& BLK.• 11 6TRUCTURES WERE TAKEN FROM SURVEY LOT.' 41 PREPARED BYLCCENSEDLANDSURVEYOR AREA: 22,570 SO.FT, JOHN T.MEIZGER PECONIC SURVEYORS, 1230 TRAVELER STREET,SOUMOLD,NY 11971 LOTAREA COVERED. 3,646SO.FT. TEL:(631)765-5020,FAX(631)765-1797 LOTAREA %COVERED. 16.17, DATED., NOV.21,2013 dP REScheck Software Version 4.6.5 Compliance Certificate Project Residence Located at: Energy Code: 2015 IIECC Location: Mattituck, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 755 Lupton Point Road Doka Residence Angela Mangels, R.A. Mattituck, NY 755 Lupton Point Road AM Architectural Designs, P.C. Mattituck, NY P.O. Box 2192 Patchogue,NY 11772 (516)848-8232 �'P•�d�l ,{.—q¢� R xq.r_ 40 � '�A. 0.-, v.e r .a.ur .w, R _ � (, „ i yy��'a' T16RT®�C'' n 'T • s • zd ... .". ...,ac:.F.�.s..�Siaaw... ,.n e.wfl�..,...,.... >.„„..-..L.6a.�.. .:iY..........� u...._.,w,....... .asewa.uwsa:14�..'.s.R .,a'.,1... :_....e._.„. n Compliance: 0.3%Better Than Code Maximum UA: 334 Your UA: 333 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the horse Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-cote home. Envelope Assemblies 77= ".' � > t .'.v.,.. Ceiling 1:Flat Ceiling or Scissor Truss 300 30.0 1.5 0.033 10 Wall 1:Wood Frame, 16"o.c. 350 30.0 1.5 0.044 4 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.340 5 SHGC:0.32 Door 1: Glass 240 0.320 77 SHGC:0.27 Floor 1: Slab-On-Grade:Heated 300 3.0 0.791 237 Insulation depth: 3.0' Compliance Statement: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in RESc equick Version 4.6.5 and to comply with the mandatory reis listed in the REScheck Inspection Checklist. I -A 1,/& 1,Y, llqame-Titly i 6 re Date ��. 031 p r 6 (% orI� � � Project Title: Residence Located at: Report date: 06/06/18 Data filename: C:\Angela\AM DESIGNS\ResCheck\Doka 4esidence.rck Pagel of 1 - - 1 112 44' " 6-0" " 38'O" " V O�•F.o rr-a" 12'4" 12'4" O � EX.(3)2X10 HDR. EX.(3)2X10 HDR. EX.(3)2X10 HDR. APPROVED AS NOTED V \ EX,BALCONY DATE: 5 B.P.# �d p 4 SINGLEPLYRUBBERROOFING OVER45# FEE: B:: U Z 79 c90 ao ROOFFELTON 14 COXPLYWOOD NOTIFY BUILDING 'v .`A RT141ENT AT � l` (LT) ^ 110-� cS'� G� " " " 765-1802 8 AM TO 4 P Jf FOR THE � SHEATH/NG,2X10 RR @ i6 O.C.PITCH � � 0 01� DO ROOFFROMDWELLING. FOLLOWING INSPECTi-NS: Q 0"E -���RAI- BUFFER ��` DECK/NG 1. FOUNDATION �, �Ec�uIRED o` O 07804711 OF NA FOR POURED C'fl, ,rt E cp LINE T �st� EX.28310 EX.28310 EX.30310 EX.30310 EX,FWG1206114 2. ROUGH FRA14iNG u PLUMBING � O lV 0 ~ 3. INSULATiv'� Q � MAINTAIN.' EX.(2)2X12 HDR o 4. FINAL - CONSTRUCT{ON MUST � � �V N BASEMENT EXTENSION ALL CONSTRUCTION E COMPLE7" FSHALL MEET THE IEX/ST/NG WALL TO REMAIN � w WITH COVERED PORCH REQUIREMENTS OF THE CODES OF NEW � I AT FIRST FLOOR ONYORK STATE. NOT RESPONSIBLE FOR EX MASTER D/fH EX,STAIR AREA EX.MASTER BEDROOM DESIGN OR CONSTRUCTION ERRORS. SEPARA TEAPPL ICA TION NO CHANGE NO CHANGE NO CHANGE Lr') .0, ��� °'� COMPLY WITH ALL CODES OF Q II �J NEW YORK STATE & TOWN COD!-S �O I XISTINC� S GON1� )_00 l.f�N SCALE•1/4"=14' AS REQUIR AND CONrIT!0NS Of ,dditional, C ;reification Ma3 Be Required. CIS EXISTING TWO STORY N II r__ 26.3 T14 GATE FRAME DWELLING c ; I I FENCE W� IIS ,��2 X60, ti OCCUPANCY OR USE IS UNLAWFUL 6'0" " 38'.0" " WITHOUT CERTIFIC.A,i Ii 15.2' 18.0 124" 12=4" 124" OF OCCUPANCY CY 'S o -'RETAIN STORM RU"'F' II EX MAINTAIN.•DETACHED Ex(3)2X10 HDR. EX.(3)2X10HDR. EX.(3)2X10HDR. M WATER R[J; F, p 1 PURSUANT TO CHAPTER 2"r3 I m POOL GARAGE WITHACCESSORY EXDA-CONY OF THE TOWN CODE. �+ I --' APARTMENTABOVEON � I ; LGONY o z Z II SEPARATEAPP. 11FFER �1 m o S/NGLEPLYRUBBER ROOFING OVER 45# p I I z OF NATURAL BATE_k ROOFCIO FELG,2 10 AIR916COX PL 0.0 ELECTRICAL E SHEATHING 2X10 RR@ 16 O.C.PITCH I I LIN p FENCE WITH ROOFFROMDWELLING. �„ IQ NCE AN __ DECK/NG jj4tP�OT10N REQUIRED o� II FENCE 25.0 -=- �__ 20 _ 20 or EX.28310 EX.28310 EX.30310 EX.30310 EX.FWG120611-4 . w CAR I I 41 4.1 EX CAR CAR #3 EX.(2)2X12 HDR. o 0 0 I GARAGE #' #2 1 o z o U EXIST/NG WAL' TO REMAIN I GRAVEL DRI I/EWAY o EX.MASTER BATf1 EX.5TAIF AREA EX; MASTER 0)E1DF00M ICAR#5 NO CHANGE NO CHANGE NO CHANGE I I CAR 7�71 I CAR oESTIMA TED CAR SIZE.,9X98' X15TINS 5EGOND 1=LOO1� FL-/�N _ N SCALE.•1/4"=1'-0" I #4 o TREES AND 0 i LANDSCAPED AREA 95.24 v r 28so°�, POINT ROAo �� N �s LUpTON 44'-0" F i—OT F 1_M SCALE: 10=20 1 6' " 38' " Q �" Z M 6'8" 12'4" Ilk 12'-4" Ilk 6=8" v j F RMATION NOTE. NEWFWG120611-4 NEWFWG1206114 — NEWFWG120611-4 S\TE\N O DIS.' 1000 THIS SITE PLAN ISNOTA LEGAL SURVEY.ITIS FOR ILLUSTRATION PURPOSES ONLY.ALL — — — — — — — — — — — — — — — — — — SEC: 115 DIMENSIONS,SETBACKS,LOCATIONS A �I (3)2X8 HDR. W/TH6X6POST a (3)2X8 HDR.W/TH6X6 POST o v (3)2X8 HDR. W/T 6X6 POST p � ro THSIDES. BOTHS/DES. o 80TH SIDES. z �.J BLK' 11 STRUCTURES WERE TAKEN FROM SURVEY a r LOT.' 41 PREPAREDBY.•LICENSEDLANDSURVEVOR qEXTENDED PA5EMENT AF�A �- 570 SQ.FT JOHN T.METZGER,PECON/C SURVEYORS, o 281 SQ.FT. ft AREA: 22, 1230TRA VELERSTREET,,SOUTHOLD,NY 11971 4 I I 4'P.C.SLAB OVER 6MIL,POLYETHENE i 4 L OT AREA COVERED.' 3,646 SQ.FT. TEL:(631)765-5020,FAX.'(631)765-1797 CI' VAPOR BARRIER ON WELL COMPACTED 0 oOUS FILL,DATED: NOVNOV.21,2013 I T.O.SLAB ALIGNS WITH a LOTAREA /o COVERED: 16.1/o I EXISTING P.C.SLAB. 6X4 STL,COLUMN 04 STL.C7LUMN Q 17-1" 19,4" _—_—_ NEWWIOX45HDR.—_—_—_—_ _—_—_—_ NEWWIOX45HDR, _—_—_ EXISTING P.C.FOUNDATION WALL AND EX/STING FOUNPAT/ON WALL III FOOTING TO REMAIN ®S.D./C.O. AND FOOTING 70REMAIN ARCHITECTSEAL¢ MAIN TAINNOTES." �.a cs EX5T/NG 2X8 I I :\.rC• 1. THEPURPOSEOFTHESEDRAWINGSARETOMAINTAINANEX/STINGCOND/T/ON. I FJ?16"O.C. EXISTING STA IRS& � ?e 2. NO PLUMBING WORKAT THIS TIME. I I TO REMAIN HA TO REMAIN.I I I d " Q j c? 3. ALLELECTR/CAL WORK TOBEDONEBYALICENSEDELECTR/C/AN. THEELECTR/C/ANTOPROV/DETHE L HOMEOWNERW/THAN UPDATED ELECTRICAL APPROVAL CERT/F/CATEAT THE COMPLETIONOFTHEJOB. Q I rI 4. DIMENSIONSHAVEPRECEDENCEOVERSCALE. z EXISTING BASEMENT 5. ALL CONCRETE TO BE 3500 PSI. E X5T I NCS TO REMAIN-NO CHANGE 6. ALL LUMBER/N CONTACT WITH CONCRETE TO BE PRESSURE TREATED. I ( CRAWI- I IEXISTING P.C.SLAB TO REMAIN. 7. ALL WORK TO REDONE INACCORDANCE WITH THE CURRENT RES/DENT/AL CODE OFNV STATE. '� �• Y�I= C�,� 8. THESEPLANS REPRESENT EXISTING CONDIT/ONSAS BEST COULD BEDETERM/NED BYV/SUAL I I TOREMA/N INSPECTION. ELEMENTSOFCONSTRUCT/ON CONCEALED DURING THE/NSPECT/ONAREIND/CATEDAS NOCHANGE REQU/RED BYCODEAND STANDARD CONSTRUCT/ON PRACTICES. OWNER TO UPGRADEAS REQUIRED. I I 5�" SHEET#. I I I I - - - FOUNDATION F1_AN SCALE:3/16"=1-0" CONT. RIDGE VENT V EX.RIDGE TO REMAIN O 12 EX.ASPHALTROOFSHINGLES EX. EXISTING ROOF CONSTRUCTION V 16" TO REMAIN PROVIDE VENTILATION OC EX.2X10 CJ @ 16"O.C. TO REMAIN GUTTER&LEADER EX.CEDAR Q 0 PERFECTION SHINGLES " QU-J, �^ OH LQ X H/GHGUARD ' EXISTING MA5TEF PEDF00M -��, 4 U� � DECKING TO REMAIN °p T.O. GUARDIla Ift ----i IIT w X H/GH GUARD `�► 0 O NEW FINISH FLOORAS SELECTEDcn BYOWNERONEX.J"SUB-FLOOR T.O. DECK v EX.2X10 FJ @ 16"O.C. TO REMA/N 8"DECORATIVELOAD EX 2X10 DJ @ 16"0.C. T.O.HDR. N 4�H H+ f— 77 BEARING COLUMN 1/2"GYPSUM BD. [� um DOWN TO FOUNDATION WALLS& CEJL. (3J 2X12 HDR.--ITO T.O.EX.PLATES EX.WALL CONSTRUCT/ON TO REMAIN 1\-2X12LEDGER 5/8"LBOL TED STAGGEREDWELLING 3'H/GHGUARD EXISTING LVING 1zOOM GOVEI �M DE8"DECORATIVELOAD BEARING COLUMN DO WN TO op DECKING TO REMAIN 304 SQ,FT. FOUNDATION W/3'HIGH GUARD BETWEEN COLUMNS. 5/474"SLEEPERS EX.FINISH FLOOR AS SELECTED FLADECKING G NG 3/4"PL V&RUBBER ROOFING FBYOWNER ON EX..J'SUB-FLOOR " 2 BD.R-10 T.O. DECK EX.2X10 FJ @ 16"O.C. TO REMA/N T D.HDR. o O O (TAPERED MIN. Y4-PER Fr..) N N EX.GYP.BD.ON WALLS&CE/LING TECO&BLOCK TO STL.HDR. 1.5"BD.INSUL R-7.5 �- GRADE 6�AR1ESTl -e!�! W10X45 STL.HDR. (3)2X8 HDR. � GRADE VARIES GYP.BD.ON CEILING 0 NEW fWG120611-4 EX15TING PA5EMENT EXTENDED DA5EMENT EX.WALL CONSTRUCTION TO REMAIN 281 SQ.FT. FIN/SH FLOOR AS SELECTED BYOWNER ONEX/ST/NG 4"P.C.SLAB TO REMAIN. T.O.EX.FIN/SHED FLOOR GRADE �0 0 FOUNDATION WALL&FOOTINGMIN 36'BELOW GRADE L---------------------------------------------------------------------------------------- --------------� Z EX.FOUNDATION WALL& FOOTING TO REMAIN COMPACT 1�fA'? fV ATI V L-LIOFILL TYP. B.O.EX.FOOT/NG SCA LE.•1/4"=1'-0" W Z SCALE.-14W'i O O CONT. RIDGE VENT CONT. RIDGE VENT 12 12 EX.5 cv EX.5 EXISTING ROOF CONSTRUCTION EX/STING ROOF CONSTRUCTION TO REMAIN TO REMAIN C \ GUTTER&LEA DER v GUTTER&LEADER 1-0 1'-0" OH Z �•L.1 j � 3'H/GH GUARD O X H/GH GUARD Q � � EX.SIDING EX.SIDING `VV �l N � � O 8"DECORATIVELOAD 8'DECORATII/ELOAD GOVEFED DECK BEAR/NGCOLUMN DOWN TO BEARING COLUMN DOWN TO GOVffI2ED DEGK EX EX � 304 SQ.FT FOUNDATION W/3'H/GH � tL FOUNDATION W/3'H/GH 304 SQ.FT. GUARD BETWEEN COLUMNS, GUARD BETWEEN COLUMNS. Q DECKING--\ DECKING Q ARCHITECT SEAL: SIDING SIDING A f, GRADE VAR/ESS ��St o'� �� ; GRADE VAR/ESWill Will llb�� �.... i b . 1 GRADE VARIES �i c7 �+ GRADE VAR/ES COMPACT COMPACT FOUNDATION WALL&FOOTING FILL TYP. FILL TYP. FOUNDATION WALL&FOOTING EX.FOUNDATION WALL& FOOTING TO REMAIN MIN.36"BELOW GRADE SHEET#: MIN.36'BELOWGRADEf EX..FOUNDAT/ONWALL& FOOTING TO REMAIN L--------------------1--------------------------------------------- 51T�� ��L�/�TION _ 2 ' 51 1DE E 1-1—V A I I O SCALE.1/4=1'-0" SCALE.-1/4"=1-0" F GfNrTAL_ NOTF-5 GENERAL NOTES 1.) THE MECHANICAL SYSTEM SHALL BE INSTALLED 7,) IN ALL FRAMED WALLS, FLOORS AND R❑OF/CEILINGS 10,) INTERI❑R WALL COVERING SHALL BE INSTALLED IN 1. THE FOL L 0 WING REFERENCE WA S USED IN THE DESIGN OF THE IN ACCORDANCE WITH CHAPTERS 12-24 OF THE COMPRISING ELEMENTS OF THE BUILDING THERMAL ACCORDANCE WITH SECTI❑N R702 AND EXTERIOR STRUCTURE: AMERICAN FORESTAND PAPER ASSOCIATION(AF 2016 N.Y.S. CODE, ENVELOPE, A MOISTURE VAPOR RETARDER SHALL BE WALL COVERING SHALL BE INSTALLED IN ACCORDANCE j INSTALLED ON THE WARM-IN-WINTER SIDE OF THE WITH SECTION R703 &PA) WOOD FRAME CONSTRUCTION MANUAL FOR ONEAND 2.) THE PLUMBING SYSTEM SHALL BE INSTALLED INSULATION IN ACCORDANCE WITH SECTION N1102,1,1. TWOFAM/LYL)WELLINGS IN ACCORDANCE WITH CHAPTERS 25-33 OF THE ►� 11 ) ASPHALT SHINGLES SHALL BE INSTALLED IN 1� ALL CONSTR(l'CTIONISTOBEINACCORDANCEW/THE2015 2016 N,Y,S, C❑DE, 8,) WALL AND CEILING FINISHES SHALL HAVE A FLAME ACCORDANCE WITH SECTION R905,2, Cie � ? INTERNATIONAL RESIDENTIAL CODE&ALL PARTS THEREOF, SHALL BE SPREAD CLASSIFICATION OF NOT GREATER THAN CONSTRUCTED TO SAFEL Y SUPPOR TALL LOA0S, INCLUDING DEAD 3,) ELECTRICAL EQUIPMENT AND WIRING SHALL BE 200 AND A SMOKE-DEVELOPED INDEX OF NOT 12.) IN ACCORDANCE WITH SECTION R319, APPROVED Q Q5 LOADS,LOADS IVELOADS, SEISMIC LOADS PRESCRLOOR IBED DS, SNOWLOADS, INSTALLED IN ACCORDANCE WITH CHAPTERS GREATER THAN 450 IN ACCORDANCE WITH SECTION NUMBERS ❑R ADDRESSES SHALL BE PROVIDEDFOR 0 WIND LOADS&SEISMIC LOADSAS PRESCRIBED BY THE 34-43 ❑F THE 2016 N,Y,S, CODE, R302.9, ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE � 2015/NTERNAT/ONALRESIDENTIALCODE. PLAINLY VISIBLE AND LEGIBLE FROM THE STREET 0 �j 4.) ALL GLAZING IS TO COMPLY WITH SECTION R308. 9,) INSULATI❑N SHALL HAVE A FLAME-SPREAD INDEX OR ROAD FRONTING THE PROPERTY, 2. CONSTRUCTION IN REGIONS WHERE THE BASIC WIND OF NOT GREATER THAN 25 WITH AN ACCOMPANYINGO 5,) IN ACCORDANCE WITH SECTIONS R303,7 AND R303,8, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 13.) STAIRWAYS SHALL BE INSTALLED IN ACCORDANCE SPEEDS EQUAL OR EXCEED 130MPH SHALL BE O Q V N DESIGNED TOCOMPLYWITH THE CURRENT WFCM (HIGH ALL INTERI❑R AND EXTERI❑R STAIRWAYS SHALL BE 450 IN ACCORDANCE WITH SECTION R302,10, WITH SECTION R311,7 AND HANDRAILS SHALL BEI� � o� PROVIDED WITH A MEANS T❑ ILLUMINATE THE STAIRS, PROVIDED IN ACC❑RDANCE WITH SECTION R311.7.8, WIND EDIT/ON)HANDBOOK. INCLUDING LANDINGS AND TREADS, Q Lr) 14.) PR❑VIDE ICE AND WATER SHIELD AS REQUIRED BY SECTION 90512 Q 3. THEARCHITE'CTHASNOTBEENRETAINED TO PERFORM 6.) IN ACCORDANCE WITH SECTI❑N R807,1, AN ATTIC ACCESS OF THE 2016 RCNYS, ICE BARRIER SHALL BE INSTALLED FOR ASPHALT F/ELDSUPERVISIONDURINGCONSTRUCTION. OPENING SHALL BE PROVIDED TO ATTIC AREAS THAT SHINGLES, THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN 2 CA< :zt- EXCEED 30 S,F, AND HAVE A VERTICAL HEIGHT OF 30" LAYERS OF UNDERLAYMENT CEMENTED TOGETHER, OR A 0 0 N 4. THEARCHITECTSHALL NOTBERESPONSIBLE FOR THE WORK OR GREATER, THE ROUGH-FRAMED OPENING SHALL NOT SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE w V RELATING TO THE CONTRACTORS SAFETYPRECAUT/ONSORTO BE LESS THAN 22"x30" AND SHALL BE LOCATED IN A NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF MEANS, METHODS, TECHNIQUES OR PROCEDURES REQUIRED HALLWAY OR OTHER READILY ACCESSIBLE LOCATI❑N, SURFACES TO A POINT NOT LESS THAN 24" INSIDED THE EXTERIOR WALL FOR THE CONTRACTOR TO PERFORM HIS WORK LINE ❑F THE BUILDING, 5. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR.#2 OR BETTER, W/UNIT STRESS OF 950#PSI&MODULAS OF ELAST/C/TY 1,600,000. ALL EXTERIOR WALLS TO BEOF2'x4"CONS TRUCTION. ALL INTERIOR WALLS TO BE OF2"x4"CONSTRUCTION. DOUBLE STUDSATALL. OPENINGS AND BEARING PART/T/ONS. ALL TABLE 3.1 0 STRUCTURAL POSTSARETOBESOLIDLYBLOCKED TO TOP OF NAILING SCHEDULE o FOUNDATION WALL ORSUPPORTCOL UMNBEL 0W. JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING r 6. DOUBLEALL JOISTS, HEADERS& TRIMMERS AROUND ALL OPEN/NGS COMMON NAILS BOX NAILS &UNDERALL PARTITIONS USE TECO HANGERS PROVIDEBR/DGING ROOF FRAMING MAX. 8V"O.0 &CONTINUOUS WHERE POSSIBLE BL:AMS& RAFTER TO TOP PLATE (TOE NAILED) 3-8d 3-10d PER RAFTER HEADERS OF ENGINEERED WOOD ARE TO BE MIN. OFM/CROLAM CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8d 3-10d PER JOIST M/N. FB=2600PS/REPETITIVE MEMBERS W/E-21 OR BETTER. CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 3-16d 3-40d EACH LAP 7. DONOTSCALEDRAWINGS. CONTRACTOR TO VER/FYALL DIMENSIONS, CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 3-16d 3-40d EACH LAP ELEVATIONS(9 GRADES AT THE TIME OF CONSTRUCT/ON. LARGE COLLAR TIE TO RAFTER (FACE-NAILED) 3-10d 3-12d PER TIE SCA L E DRA WINGS TA KE PRECEDENCE 0 VER SMA L L SCALE DRAWINGS BLOCKING TO RAFTER (TOE-NAILED) 2-8d 2-10d EACH END � RIM BOARD TO RAFTER (END-NAILED) 2-16d 3-16d EACH END �' 8. ALL FOUNDA TIONS SHALL REST ON UNDISTURBED, WELL COMPACTED zo WALL FRAMING p GRANULAR SOIL OF ONE TON PSFBEAR/NGCAPACITY(M/N.)ALL CONCRETE o TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d' 2-16d' PER FOOT WORK SHA LL CONFORM TO THE REQU/REMENTSANO RECOMMENDATIONS TABLE R301 .2.1 .2 WOOD STRUCTURAL PANELS WITH A THICKNESS TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d 5-16d JOINTS - EACH SIDE o� OFACI-84SP,EC/F/CATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS WIND-BORNE DEBRIS PROTECTION FASTENING ❑F N❑T LESS THAN 7/6" <11mr�) AND A SPAN OF STUD TO STUD FACE-NAILED - c' SCHEDULE FOR WOOD STRUCTURAL PANELS °'b'°'d o ( ) 2-1sd 2-16d 24 O.C. (FC-3000P„l);REINFORCING STEEL SHALL CONFORM N❑T M❑RE THAN 8 FEET (2438 mm) SHALL BE n1 HEADER TO HEADER (FACE-NAILED) 1sd 16d �s" ALONG EDGES GRADE60.ALL FOUNDATION WALLS TOBE8"THK. &POUREDCONCRETE FASTENER SPACING (inches) u,b PERMITTED FOR OPENING PROTECTION. PANELS Q SHALL BE PRECUT AND ATTACHED TO THE to TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3-16d 3-40d PER STUD Q FOOT/NGS.A�_L TRENCHFOOTINGS TO FOLLOW LOCAL CODES. 4 FEET 6 FEET 0FASTENER TYPE PANEL SPAN < PANEL SPAN < PANEL SPAN S 4 FEET 5 6 FEET S 8 FEET FRAMING SURROUNDING THE OPENING CONTAINING Z BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKING 2-16d''2 2-16d''2 PER FOOT o 9. SILLANCHORSINFOUNDATION WALLS TOBE5/8"DIAM. THE PRODUCT WITH THE GLAZED ❑PENIN;. J (FACE-NAILED) 8 WOOD SCREW LLI o METAL WASHERS UNDER NUTS LOCATED 12"MAX. FROMEACH BASED ANCHOR PANELS SHALL BE PREDRILLED AS REQIiRED FOR WITH 2' 16 10 8 THE ANCHORAGE METHOD AND SHALL BE SECURED o FLOOR FRAMING o 0 CORNER OFSILL&36 0.C. MAX. USING MIN. OF(2) TWO ANCHORS MBEDMENT WITH THE ATTACHMENT HARDWARE PR❑V.DED, PER SILL P/E'CEFOR UPL/FTAND23"O.C. FOR LATERAL AND SHEAR ENGTH J JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d 4-10d PER JOIST � ALL NEW S111S TO BEOFACO TREA TED L UMBER W/SIL L INSULATION #10 WOOD SCREW ATTACHMENTS SHALL BE DESIGNED TO FESIST :2 BRIDGING TO JOIST (TOE-NAILED) 2-8d 2-10d EACH END THE COMPONENT AND CLADDING LOADS Q BETWEEN SILLS& CONCRETE BLOCK. BASED ANCHOR 16 12 9 DETERMINED IN ACCORDANCE WITH EITHER TABLE LL_ BLOCKING TO JOIST (TOE-NAILED) 2-8d 2-10d EACH END EMBEDMENT R301,2(2) OR ASCE 7, WITH THE PERMANENT O BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d 4-16d EACH BLOCKI - IN 10. IF IN THE COURSEOFCONS TRUCTION,A CONDI TION EX/STS WHICH ENGTH CORROSION-RESISTANT ATTACHMENT HAR)WARE LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d 4-16d EACH JOIST DISAGREES IW/THA TAS INDICA TED ONTHESE PLANS, THE ' LAG SCREW ( ) BASED ANCHOR 2TOE-NAILED PROVIDED AND ANCHORS PERMANENTLY INSTALLED JOIST ON LEDGER TO BEAM 3-8d 3-1od PER JOIST � CONTRACTOR SHALL STOP WORK&NOTIFY THEARCH/TECT. SHOULD MBEDMENT 16 16 16 ON THE BUILDING, ATTACHMENT IN ACC❑IDANCE ( \ rENGTH BAND JOIST TO JOIST (END-NAILED) 3-16d 4-1sd PER JOISTTHECONTRACTORFA/L TO FOLLOW THIS PROCEDURE& CONTINUEWITH TABLE R301,2,1,2 IS PERMITED FOP, z NGTEi L=SPAN LENGTH, H=SPAN HEIGHT BUILDINGS WITH A MEAN ROOF HEIGHT EF 45 O - 2-16d' 3-16d PER FOOT TO WORK, TI'�ECONTRACTORSHALLASSUMEALLRESPONS/B/L/TY& a. FOR THE PURPOSE OF DETERMINING DEFLECTION LIMITS HEREIN, THE WIND LOAD SHALL BE FEET(13,728MM) OR LES WHERE THE ULUMATE � ROOF SHEATHING �^ L/AB/LITYAR/S/NG THEREFROM. PERMITTED TO BE TAKES AS 0.7TIMES THE COMPONENT AND CLADDING(ASD) LOADS O OBTAINED FROM TABLE R301.2<2) DESIGN WIND SPEED, VULT, IS 18- M P H!2 9 0 KPH) LL. b. FOR CANTILEVER MEMBERS, L SHALL BE TAKES AS TWICE THE LENGTH OF THE WOOD STRUCTURAL PANELS 8d 10d 6' EDGE / 6' FIELD CANTILEVER OR LESS —j 11. HABITABLE ROOMS SHALL HA VEANAGGREGA TE GLAZING OF NOT c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF SUNROON Q DIAGONAL BOARD SHEATHING ADDITIONS OR PATIO COVERS, NOT SUPPORTING EDGE GLASS SANDWICH PANELS. LESS THAN 8% OF THE FLOORAREA OFSUCHROOMS.THE OPEN/ABLE THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/600.. FOR CONTINUOUS NUOUS ALUMINUM „ „ „ " STRUCTURAL MEMBERS SUPPORTING EDGE OF GLASS, THE TOTAL LOAD DEFLECTION SHALL z 1"x6" or 1"x8" 2-8d 2-10d PER SUPPORT v , AREA TO TI'lEOUTDOORSSHALL NOTBE LESS THAN4%OF THE NOT EXCEED L/175 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE LENGTH OF THE TABLE R301 .7 Q MEMBER, WHICHEVER IS MORE STRINGENT. FOR SANDWICH PANELS USED IN ROOFS OR m 1"X10" or WIDER 3-8d 3-10d PER SUPPORT WALLS OF SUNROOM ALLOWABLE DEFLECTION OF FLOOR AREA BEING VENTILATED..AND/NACCORDANCE WITH SECTION ADDITIONS PATIEXTERIORCVES, THE OTALOAD DEFLECTION SHALL EXCEED L/120 b'` d. DEFLECTION OR WALLS WITH GISH STRUCTURAL MEMBERS Z CEILING SHEATHING u_1- R303 ! R303OFTHE2015/NTERNAT/ONALBU/LD/NG CODELIMITED TO AN ALLOWABLE DEFLECTION OF H/180 O N e. REFER TO SECTION R703.8,2, I— 0 PROVIDEMECHAN/CAL VEN T IN BA THROOMS A NO VENTDRYERSAS STRUCTURAL MEMBER DEFLE ON CJ GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD �- REQUIRED. DEFLESION Z \ I, Z WALL SHEATHING v Q RAFTERS HAVING SLOPES GREATER THAN � TABLE R301 .5 cn I� 312 WITH FINISHED CEILING N❑T L/10 W❑❑D STRUCTURAL PANELS 8d 10d cV 12. PROV/DEA 6M/L TH/CKPOLYETHYLENEF/LM SHALLBEAPPL/ED0VER MINIMUM UNIFORMLY ATTACHED TO RAFTERS o v le THE BEL OW GRADE PORTION OFEXTERIOR FOUNDATION WALLS PR/OR DISTUBUTED LIVE LOADS O STRUCTURAL FIBERBOARD PANELS INTERIOR WALLS AND PARTITI❑NS H/til TO BACKFIL'.LING, JO/NTS/N THE POLYETHYLENEFILM SHA LL BE w (IN POUNDS PER SQUARE FOOT) LLJ 1 GA. GALV. R❑❑FIN - 3" EDGE / 6" FIELD LAPPED 6"AND SEALED W/THADHESIVE. THEPOLYETHYLENEF/LM Cl FLOORS L/34 Q NAIL �C 0 USE LIVE LOAD Of ( \ O SHALL CONfPLYWITHSECTIONR406.3.20FTHE2015/NTERNAT/OVAL U b CEILINGS WITH BRITTLE FINISHES L/3� Of 7/16' HEAD) v UNINHABITABLE ATTICS 10 (INCLUDING PLASTER AND STUCCO BUILDING CODE. vi WITHOUT STORAGE p 25/2' 11 GA. GALV. - 3" EDGE / 6" FIELD >- UNINHABITABLE ATTICS WITM,9 20 CEILINGS WITH FLEXIBLE FINISHES O ROOFING NAIL Q 13. FASTENERSFORASPHALTSH/NGL ES SHA LLBEGALVAN/ZEDSFEEL, Z LIMITED STORAGE (INCLUDING GYPSUM BOARD) L/3.0 0 (0.120'x1.3/4'LONGx STAINLESS STEEL,ALUMINUMOR COPPER ROOF/NG NA/LS, MINIMUM cp HABITABLE ATTICS AND ATTICS 30 3/8 HEAD) o SERVED WITH FIXED STAIRS ALL OTHER STRUCTURAL MEMBERS L/20 m GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD 12-GAGESHANKW/THA MINIMUM 3/8"D/AMETERHEAD, COMPLYING N BALCONIES (EXTERIOR) AND DECKS 40 � WITHASTM'F1667, OFA LENGTH TO PENETRATE THROUGH THE PLASTER OR STUCCO WITH H/6 � HARDBOARD 8d 8d FID n FIRE ESCAPES 40 PARTICLEBOARD PANELS 8d 8d (SEE MANUFACTURER) ARCHITECT SEAL: ROOF/NGNATERIALSANONOTLESS THAN 3/4"INTO THEROOF � GUARDS AND HANDRAILS d 200 EXTERIOR WALLS - WIND L❑ADSL WITH H/24 Y DIAGONAL BOARD SHEATHING SHEATHING. THERE THE ROOF SHL:ATHING ISLESS THAN /4 THICK, GUARD IN-FILL COMPONENTS f 50 OTHER BRITTLE FINISHES Q Z a a I- 1"x6" or 1"x8" 2-8d 2-10d PER SUPPORT THE FASTENERS SHALL PENETRATE THROUGH THESHEATH/NG. Ld PASSENGER VEHICLE GARAGES 50 Y EXTERIOR WALLS - WIND L❑ADS° WITH H/0 w 1"x10" or WIDER 3-8d 3-10d PER SUPPORT Q ROOMS OTHER THAN SLEEPING ROOMS 40 FLEXIBLE FINISHES H SLEEPING ROOMS 30 LINTELS SUPPORTING MASONRY VEN FLOOR SHEATHING EER L/60 .� J STAIRS 40` WALLSe WOOD STRUCTURAL PANELS ff O V N I/► T I O N N OT 5 m FOR SUBNOTES REFER TO THE 2016 N.Y.S. CODE FOR SUBNOTES REFER TO THE 2016 N.Y.S. CODE 1 OR LESS 8d 1 od 6 EDGE 12 FIELD ��i°`-� 0,3 � .la ~ GREATER THAN11" 10d 16d 1. 16"DIAM. CONCRETE COL UMN FOOTING, 3000 PSI @ 28 DA YS TABLE R301 .2(1 ) DIAGONAL BOARD SHEATHING shEET#. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1"x6" or 1"x8" 2-8d 2-10d PER SUPPORT 2. ASSUMED SOIL BEARING CAPACITY, 2 TON PSF, SUBJECT TO INSPECTION GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE AIR MEAN 1"x1 O" or WIDER 3-8d 3-1 Od PER SUPPORT & VER/F/CAT'ION SNOW SPEED - A WIND-BORN DESIGN FROST LINE DESIGN BARRIER FLOD FREEZING ANNUAL LOAD (MPH) RAPHIC WIND DEBRIS CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED HAZ,RDS INDEX TEMP 3. ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL 1, NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE, IF WALL 1 MILE BOF 3 CAL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING FROM MODERATE SEE PUNS REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, OF 4, CONCRETE,I)HALLNOTBEPOURED ONFROZEN GROUND ORINFREEZING WEA: 20 psf 130 VULT NO NO B SEVERE FT. YES 599 51 COAST BFG TO HEAVY BELOW EXAMNERS SHALL BE USED TO MAINTAIN THE LOAD PATH, AND FI OFFICE 2. WHEN WALL SHEATHING IS CONTINU❑US OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TOWN OF ISLIP CLIMATE ZONE IS 4A TO BE REDUCED TO 1-16d NAIL PER FOOT, 3