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�,r'i If Q�'��aG Town of Southold 10/2/2015 P.O.Box 1179 o 53095 Main Rd y10 dao? ` Southold,New York 11971 * s4 CERTIFICATE OF OCCUPANCY No: 37808 Date: 10/2/2015 THIS CERTIFIES that the building ALTERATION Location of Property: 30 Smith Rd, Peconic SCTM#: 473889 Sec/Block/Lot: 98.-3-39 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/25/2015 pursuant to which Building Permit No. 39582 dated 3/12/2015 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: alterations to an existing seasonal cottage with no kitchen and outdoor shower only as applied for per ZBA#6797, dated 1/22/2015. The certificate is issued to Mach3 LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0017 10/1/2015 ELECTRICAL CERTIFICATE NO. 39582 9/24/2015 PLUMBERS CERTIFICATION DATED Cutchogue East Plu i 8/11/20,5 Alitriz:4 Sid ature TOWN OF SOUTHOLD �A4aLy guFFo�,r o BUILDING DEPARTMENT y g TOWN CLERK'S OFFICE SOUTHOLD, NY z dol * dao 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#: 39582 Date: 3/12/2015 Permission is hereby granted to: Mach3 LLC 502 Piermont Ave Piermont, NY 10968 To: Alteration to an existing accessorybuildin building (cottage, per ZBA approval #6797) as applied for, no plumbing or kitchen. At premises located at: 30 Smith Rd, Peconic SCTM # 473889 Sec/Block/Lot# 98.-3-39 Pursuant to application dated 2/25/2015 and approved by the Building Inspector. To expire on 9/10/2016. Fees: ACCESSORY $354.40 CO -ACCESSORY BUILDING $50.00 Total: $404.40 Alp Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL • 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. 3 Cun 5 New Construction: Old or Pre-existing Building: (check one) Location of Property: 30 skm' Q coni C tel\ lTSS House No. Street Hamlet Owner or Owners of Property: S-A Suffolk County Tax Map No 1000, Section - Block Lot Subdivision 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: $ (7, Applica Signat e ��,•e*pF SO//% Town Hall Annex �� �O l0 : Telephone(631)765-1802 54375 Main Roadiligilig Fax(631)765-9502 P.O.Box 1179 G A� Southold,NY 11971-0959 ,. "A%% .Te el roger.richert(a�town.southold.ny.us •i BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mach 3 LLC Address: 30 Smith Road City: Peconic St: New York Zip: 11958 Building Permit#: 39582 Section: 98 Block: 3 Lot: 39 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Daniel Wilcenski Electric License No: 4723-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commencal Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 12 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water ELEC GFCI Recpt 3 Wall Fixtures 5 Smoke Detectors 1 Main Panel NC Condenser Single Recpt Recessed Fixtures 3 CO Detectors Sub Panel 100A NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 11 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Combination Smoke/CO Detector, 1- Exhaust Fan, 2- Paddle Fans, 4 ARC Fault Circuit Breakers Notes: Inspector Signature: Date: September 24, 2015 Electrical 81 Compliance Form.xls „el,gSOT;- - . ,`O . 4 Town Hall Annex s ` Telephone(631)765-1802 54375 Main Road % • '•i •• .•: % Fax(631)765-9502 P.O.Box 1179 % G '; YQ',,� Southold,NY 11971-0959 `\ '� •----.:., - f lyO'oUNTI,V a” .... .•�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 1 Building Permit No. -.Xi D 2 Owner: 4O.(.4(,(,,r--- lease print) N. T Plumber:_ .6" (_______62.)/2H.02--i__( — ��- _14 . =Lam-_____6-________ ---- _- O _ ____/ .1„k--_ --- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. / Z_____ f (Plumbers Signature) Sworn to before me this I it--i-12. day of AUG LA5 , 2015 TRACEY L. DWYER �� Irl NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY Notary Public, S UT-PO)7 County COMMISSION EXPIRES JUNE 30,2dl ".„4* SOUTiSbe. * * cf �COUM`1,� I' TOWN .OF SOUTHOLD BUILDING DEPT. - 765-1802 INSPECT)ON ,•• [ ] FOUNDATION 1ST [ ROUGH PLUMBING [ ] F9UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [- ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA,I • N [ ] CAULKING ,i - 0k Ctl - - •a- REMARKS: ij 941 DATE 6/0-7 5 INSPECTOR24.-64'47 - ' 3 96':„.0-0 t, *, . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1NSPECTJON [ ] FOUNDATION 1ST [ ROUGH PLUMBING 5'47e, [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4,4fry-C 6t,t/41/".?-4A, - ‘1*/.. _ /102.4.)19--i-tAte DATE `/A-1 INSPECTOR i 7‘c82._. %SOF SOU4,-- TOWN'_OF SOUTHOLD BUILDING DEPT. . 765-1802 INSPECTION ' , . [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING . REMARKS: 4"Lt.....b ' ' < Ceze„.„ 0 <f ,(7 6 f % 1 4), fes, � � � --- DATE ,,r ' INSPECTOR _l_f -a-a /40F SOUp40lo, ,z1€ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 'mL4CCW4e.--- 0-6 DATE V:2-1-1(/ INSPECTORC+Z a FIELD Ir SPE f1N REPORT DATgCONIlYITNfiS • • , U, t a...-�-,•.:1.1_...x,✓ R .. . S? • F4UND,ATtON(IST) .. , , . (C--1)-�� .. .. . ., ,. . . .• . . lq FOUN])ATION(SND) - • . _ . .,. Ig.21 l+ j ar -tr- C- .� ,'G y . • (c).--k) 2441.44.4,te ,--) - • -- .0,,,..:‘,...9-' ;4....,z , 4 ROUGH FRAM: 1Q& cy-/7/: `/ / 4 61,,,,,_:,„, / Jtri PLUMBING ,.�: . _ _.� r-ai� 5 _ W ' .. , INSULATION PER N.Y. H STATE ENERGY COVE . .. ' . . .. . ' • r _ r • , , • .8?(: i's " : (.T. . it,,,, . ' at i , ., . . . • e.,4-47‹, •. 1 I. ., . . . • . . , . , . .. , ;, . AJ)D TI••�' _ `+ -Th.*Ts " -' .. --�- -- 'f-X0--15 ��ec • ��.4 )'1� ^`I � �� • -,•-•:-- ^--) . .. . . wig 7- 6 - i. . km.,. 0 ', fr, 1- ' . , dit—.q A.:6 6., i . . . . .g- 1, - 1,5 SM AQA 1-V U- , ., Vs- g-4-1 r ic . 14s:- .fie. . g ,I =s----` ., , , C� • V .. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 � Survey 3 C SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form y 1.-.._ / I ) Contact: Approved ,20 Mail to: Disapproved a/c ,,; . MIN Expiration # r 20 /,C Phone: E _ V Buil• ctor ., APPTION FOR BUILDI RM IT RT ASG 9 2014 Date - / , 20 INSTRUCTIONS BLDG DEPT a.This applicatioI)MUSTbTa pleSely iikled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing_cosle,. d regulations,and to admit authorized inspectors on premises and in building for necessary inspections. �,..-��'' J (Signature of applicant or n ,if a corporation) -5/0 Z- Ma(- Sd ee_V- `O Ai 3 l ad ress o 77 :7 7/ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises 101/c/3 G - (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) C__-- Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Lotion Location ,5")//714 l-S",0:2d /.P�-D�1-6.e- House Number Street , y Hamlet County Tax Map No. 1000 Section ; 5a'Blo i j;~.,,f ,'' �.a` 9 9C� Blocic, 4 �c3,_ `��� Lot Subdivision vi:liEFi_led;lvlap No:`',`-' ,. Lot I \ , • S, 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 714*/zI7e 4-e--e--57-7 S74)-2.;c fv.,e_ b. Intended use and occupancy - 3. Nature of work(check which applicable):New Building Addition Alteration \i Repair Removal Demolition Other Work &W./741 Jr' (Description) 4!� Estimated Cost - Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor . If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type'of use.. ' ,, 7. Dimensions of existing structures, if any: Front ,. Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front ,7 Rear /0 a Depth /49 10.Date of Purchase C //r`o?Q/`/ Name of Former Owner 4.0cr0/.r-r_ r o 11. Zone or use district in which premises are situated g- fiG 12.Does proposed construction violate any zoning law, ordinance or regulati ?YE NO X �W x.13 13. Will lot be re-graded?YES NO Y Will excess fill be removed from premises?YES NO " 14.Names of Owner of premises Address - Phone No. Name of Architect Address 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 X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. ni 16..Provide survey,to scale,with accurate foundation plan and distances to property lines. d- 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) - SS: CO TY Oi„ti )' '. • V•PrT 2.L� A CH-i,3 Ste— being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)abo ve named, Q r (S)He is the e,- --,(Con (lir actor,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. Swo •`before me this , �� day of 20 ' , BETSY A.PERKINS "► : Pub7)..„ publiC�State of New Vb Signature of Applicant No.0113E6130636 - Quatified In Suffolk July Ci8 �t Commission Expiresy 1, HClc) Town Hall Annex Z 5 7 t . : t y Telephone(631)765-1802 P.O.Main ' (631}765- 5 • '� + roger.richert "o� .soutt4�d.nv.r�s ; Southold,NY 11971-0959 ` e� x < � Yp''1 BUILDING DEPARTMENT TOWN OF SOUTHOLD - APPLICATION FOR ELECTRICAL INSPECTION - `REQUESTED BY: J: ( ems s Kt Date: 9_ ?- / Company Name: - 0,.,,,'.....i 'Name: ------1->c_. 1J IA)C1 ce.t., /K. ` �- 'License No.: cf 7 z-3 - KA E Address: p, . , (3 .0 x \,. s-c,„-,,,(3 / / ,- 7 / • `Phone No.: , to ?, - -7 4, 5": 2g65, / 67/ _ 2.7 p _ g�2_5-k . JOSSITE INFORMATION: (*Indicates required information) *Name: W\ A- c E-} L L- L *Address: 3,D 5.,,--, (-ft; - IZ Q Pe. „ .-. , *Cross Street: , ®„„� i Lam, - *Phone No.: h '3I 2:34.- 6 -2_," P- . Permit No.: .j q.S e Z Tax.Map District: 1000 . Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) C 0-r=3-4,-5.-c___ — (Please Circle All That Apply) *Is job ready for inspection: (gl NO Rough In Final ) *Do you need a Temp Certificate: YES Temp Information(If needed) :: z: rvice : 1 Phase 3Phase 100 150 200 300 350 , 40 Other I: nnect Underground ber of Meters Oh f Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION - 82-Request for inspection Form FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 4, 2014 TO: Patricia Moore(Napolitano) 51020 Main Road Southold,NY 11971 Please take notice that your application dated August 19, 2014 For permit for"as built"conversion of an existing accessory storage building to a second dwelling unit at — Location of property 30 Smith Road,Peconic,NY County Tax Map No. 1000—Section 98 Block 3 Lot 39 Is returned herewith and disapproved on the following grounds: The"as built"construction is not permitted pursuant to Article III, Section 208-13.A., "Permitted Uses." "(1)One-family detached dwellings,not to exceed one dwelling on each lot." This application is the result of a pre-existing CO inspection. The building inspector determined that that accessory building was originally built as a storage building and would not give pre-existing status to the second dwellin t. diliSdatre Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. Cc: File, ZBA �.7 �/, .._ `rJ Bi)ARD MEMBERS �,i�' ®f SOUS, Southold Town Hall Leslie Kanes Weisman,Chairperson ,•t/ * ' - y® - 53095 Main Road•P.O.Box 1179 1%. � O Southold,NY 11971-0959 Eric Dantes 211 age 2 Office Location: Gerard P.Goehringer Q ,� Town Annex/First Floor,Capital One Bank George Horning ,& . ��� 54375 Main Road(at Youngs Avenue) Kenneth Schneider =ly�'oo ��;���� Southold,NY 11971 a,I --... .• http://southoldtown.northfork.net ZONING BOARD OF APPEALS 1111 TOWN OF SOUTHOLD D - U Tel.(631)765-1809•Fax(631)765-9064 E L JAN 302015 BLDG DEPT FINDINGS,DELIBERATIONS AND DETE ATIOl�D��� OF SOUTHOLD MEETING OF JANUARY 22,2015 ZBA FILE: 6797 NAME OF APPLICANT: Mach3,LLC SCTM#1000-98-3-39 PROPERTY LOCATION: 30 Smith Road(corner Indian Neck Lane),Peconic,NY 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 II category of the State's List of Actions, without further steps under SEQRA. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject parcel is a non-conforming 9732.16 S.F. lot located in the R40 zone district. It is improved with a one story frame dwelling and an accessory one story frame building. It has 97.86 feet of frontage on Indian Neck Road, 100.00 feet of frontage on Smith Road, 103.22 feet along the southern property line and 94.10 feet along the western property line as shown on the survey prepared by Kenneth M. Woychuk,LS dated July 30, 2014. BASIS OF APPLICATION: Request for reversal of the Building Inspector's determination,based on the Building Inspector's Notice of Disapproval dated September 4, 2014 pursuant to Article III Section 280-13A based upon an application for a Pre-Co for two dwellings on one lot, at; 1)"as built"conversion of accessory storage building into a second dwelling unit. DETERMINATION REQUESTED: The applicant requests a reversal of the Building Inspectors Pre-CO dated 7/31/2014, which determined the existing `barracks' to be a storage building. The applicant states that the accessory structure has historically and continuously been used as seasonal sleeping quarters. JURISDICTION: The Zoning Board of Appeals under Art. XXVI, Section 280-146 A, can hear and decide appeals from and review any order,requirement, decision or determination made by the Building Inspector. ADDITIONAL INFORMATION: The Building Department issued a Pre-CO#37053 dated 7/31/2014 for a seasonal wood frame one family dwelling with carport and accessory storage building with toilet, sinks and outdoor shower. The Town property card labels the accessory storage building as "barracks". The previous owner provided an affidavit stating that since 1972 'when his parents bought the property, both structures where there, and the accessory structure was used as ,sleeping quarters. Each had their own electric meter'. Additionally, the adjoining property owner provided an affidavit stating, 'her parents bought the property in 1959 and the two structures were there and the accessory was Pape 2 of 3-NJanuary 22,2015 ZBA#6797—Mach3,LLC SCTM#1000-98-3-39 used as sleeping quarters, continuously and were never changed.' At the hearing the applicant/owner of the subject property indicated that she was renovating and converting the existing seasonal dwelling into a year round dwelling and that she would like to renovate and continue the use of the accessory structure as seasonal overflow sleeping quarters and/or recreational space for family members, and that the structure would remain unheated and without air conditioning or cooking facilities and maintain the interior 'h bath, and outside shower. At the hearing, the Board requested electric bills to prove continuous use of the subject seasonal structure as habitable space. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held public hearings on this application on November 6, 2014 and December 4,2014 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. The subject accessory building has existed since prior to zoning. The Southold Town property tax card labels the accessory structure as `barracks'. The owner at the time it was so noted on the property tax card was Walter and Helen Brunie who purchased the property on July 23, 1959. This is when the property first appeared on the tax rolls, since the prior owner(Furst) is not listed on the property card. *:When the Town Code is silent on a defmition, as is the'case with the term "barracks", the Board, as per §280-4(B), defaults to the definition in Webster's Third Edition Unabridged Dictionary which defines barrack" as follows: 1: a building or set of buildings used especially for lodging soldiers in garrison 2a: a structure resembling a shed or barn that provides temporary housing b: housing characterized by extreme plainness or dreary uniformity—usually used in plural in all senses 3. Personal inspection by the Board confirmed that the subject accessory structure is a shed or barnlike building that is unheated and without air conditioning, and contains a room with beds, a half bath, outdoor shower,and no cooking facilities,thereby supporting the definition of barracks as communal temporary sleeping quarters. 4. In support of the compelling fact that this structure was listed as"barracks" in the Southol4jown property tax records, affidavits were submitted by past owners of the subject property stating that their families used the subject accessory structure in conjunction with the principle dwelling for seasonal overflow sleeping by family members on a continuous basis. These affidavits were made by John Napolitano,the owner who sold the subject property to the applicant, and Joan Raia the daughter of Walter and Helen Brunie who were the owners prior to Napolitano,from July 23, 1959 to June 30, 1972. No evidence was submitted in the public record to refute these claims. 5. The subject accessory structure has been used for seasonal communal overflow sleeping exclusively by the owners/occupants of the principle dwelling and has never been rented separately or used by anyone other than the owners/occupants of the principal dwelling. 6. At the hearing, the Board requested electric bills for the past 10 years to prove continuous habitable use of the subject seasonal accessory structure, the assumption being that the bills would show a spike during the warmer months when the structure would have been used. The applicant submitted an E Mail from PSEG summarizing archival electrical usage for the seasonal dwelling and seasonal accessory structure from 2010 through 2014, all of which were very low. In a letter dated December 2, 2014 the Attorney for the applicant explained this billing history as purposeful conservation of energy by the previous owner, who attested to the same in an affidavit dated November 24, 2014. The Board concludes that while this documentation is insufficient to be conclusive, there is insufficient information in the public record to conclude that the use was abandoned. 7. There is no evidence in the record or by inspection of the Members of the Board to indicate that the subject accessory structure has historically been used primarily as a storage building. 8. The subject as built accessory building is 650 sq. ft. and is proposed to be renovated on a new foundation in place and in kind without any enlargement. On or about July 16, 2014, an inspection by Mark ' Paie 3 of—9-'January 22,2015 ZBA#6797 -Mach3,LLC SCTM#1000-98-3-39 Schwartz, Architect, confirmed that although the accessory structure is in poor condition and requires significant leveling of the floor structure, it is structurally sound enough to be salvaged without the need for demolition. The demolition would extinguish its alleged pre-existing non-conforming use as seasonal family sleeping quarters 9. The Board asked the applicant to investigate the feasibility of attaching the accessory structure to the principle dwelling. The Board received a letter dated November 24, 2014 from the applicant/owner, who is an architect, estimating the scope of work and cost differential between repairing and retaining the existing accessory structure and connecting it as conditioned code compliant space, concluding that attaching the two structures is not financially or structurally feasible. BOARD DETERMINATION Based upon the findings of fact cited herein,The Board of Appeals determines that: 1. The subject accessory structure does not constitute a second dwelling on the subject property and shall not be leased as such. 2. The subject accessory structure qualifies for a Pre-CO as "barracks"which,in accordance with the above,allows temporary housing exclusively for overflow seasonal occupancy by the occupants of the principal dwelling only,with no heating/cooling,cooking facilities,nor indoor shower facilities. RESOLUTION OF THE BOARD: In considering all of the above factors, the motion was offered by Member Weisman (Chairperson), seconded by Member Horning,and duly carried to reverse the Building Inspector's denial of a Pre-CO for the subject accessory structure, and to permit the applicant to apply for a corrected Pre-CO for an accessory structure with seasonal barracks sleeping quarters Vote of the Board• Ayes:Members Weisman(Chairperson), Schneider, Horning. (Nays:Member Dante). (Absent was Member Goehringer).This Resolution was duly adopted(3-1). Leslie Kanes eisman, Chairperson Approved for filing / /�� /2015 PATRICIA C. MOORE Attorney at Law 51020 Main Road '_ Southold,New York 11971 Tel:(631)765-4330 Fax: (631)765-4643 August 11, 2014 Mr. Gary Fish Southold Town Building Department Main Road, Southold, NY 11971 • By Hand Re: Pre-CO: 30 Smith Road, Peconic 1000-98-3=39 Dear Mr. Fish: Mr. and Mrs. Napolitano .filed for-a pre-co for the two structures oh the above referenced property. Their pre-c:o. application wasfor the two pre-existing cottages: Enclosed is,a survey of the property. Upon inspection, you observed two structures, a one,story frame seasonal dwelling approximately 23' x and,a second one story seasonal frame cottage 12.3' x ' 53'. (Pictures-enclosed). Both structures are connected to public Water, each structure ,has it's ownelectric panel and meter (as shown on the existing,conditions plan). Inside the second cottage is sleeping quarters with a kitchenette and '/ bath. You directed Mr. And Mrs. Napolitana to`install carbon& smoke.detectors end Mark Schwartz, Architect provided an opinion of"structural Integrity?. Enclosed please find an "existing conditions" plan certified,by Jo Machinist, Architect. The electric heat was removed in order to keep the structure as a "seasonal structure", not a "storage building". None of the documentsrprovided to the Building Department or the inspection of the existing structure was for the purpose of converting this preexisting cottage into a"storage building". The pre-c.o is now incorrect, the sleeping:quarters is not a "storage building", the structure has been used as sleeping quarters since prior to zoning. The layout ofthe building and.the utilities in the building confirm this use. We ask that the pre-c.o be revised to reflect the use of the second structure as a seasonal cottage. • Very truly yours, Patricia C. Moore cc: Mike Verity, Bud' -ding Inspector Mach 3,LLC✓ I :,..,,,,..r. .:, .i*,:iii.„,,.;jur., :...., :, ., ,s` , ,,,,..:',........-: ' .:,... '' zilli -,--•'...., _,,,--,,•,,,:,,,..,:, ...''.., :,-:;., - ,- --rr -4 1 _. ... 1,,--,,...,„-. '"_"- - -'i 'Vs' .. ' ' 7 f- ''''' ..=*,:-:',": '''''.. . 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' 101 . , ,,. , , . . - -• - . ---;t••••• ....- -,t.t, -. „,' '. iiiihm"4404 . ., mi 4F/2 . .. ,. .. ... ..... . . . ,,, ...4111 ......4 .,. . _______ • „ ...„ . ..„ . . .. , . . . r . . . . t. ..,,. A • 1 ........'..1%. . i • . ' 4 ,.. A tt'; ' ...;:7'.'''' ' . . 'e • i N., • , 4 ,, ,....., . . , --- . . . '...' i . . ,.... . 4 , . .. . .• ,.,. ,.. . . .. , ... . . , . . . '• S.C.T.M. NO. DISTRICT: 1000 -- SECTION: 98 . BLOCK: 3 LOT(S):39 • ' - . . , , . . - . . . . , , _ , . . .,. . 11 ,' .. :,- 4,x - . . .,. ' . .. :., ,. :.. ..,. _ U.P .? U:P. INDIAN (59') NECK 1. if. , ..' iD . .,.. .. _ v _ . . . . EDGE OF,PAVEMENT' • - . . . , . ' 1 • ' ' '' .% - - , ' . ' , 97:86„, . . . , . ' . . 20"CHERRY • , .., „,_ , ,_ , , . .1 N 76°04'00 -E , - • , , . , EL 25.6.% - „ - - ' ' ' - ,' ' , - ' 1,71 - • , , , „ . . . 11 EL 25.3' • , _____ , , , . , . , MON. 28HPINE ' ' ' ' . . , A ,.. . ' ', 12..3! ' - ' . `0, ' - U.P. - ' EL 25.6- - - ' - „ . . - , ' . , , '- 1.0T , ' . „ 'Ci = 1.WS "- ' - . - , - , • -0 . 0 ' , , , . . . , . ' - CONC;, - .., ,, ,„ ., ' , ' , STOOP -- - ' , . . , , . , , - , , , . , ' , , . . ' , ' , , ' ' ' ' - , 12"CEDAR ' . . . , • , _ MM . , .'. , - , LOT 1 . - -,-. 1:4' , 0'; ' . - • ' COTTAGE . . , . 26.7 ' , . . . • . , . - ..---.' ' _ • , . 6 ' . , . -„ _ — . . , >' - OUTDOOR . . - - - ' „ - , , . . . . . , ' „ ,„ • ,, On ,0.81 'SHOWER ' . ,- SERVICE - . • W.V. , ' 0. ' . 00:) ' . - 25.5- ' ' , ,6 ” 0 .o . . , , . i-,AA/f . EL 25.6 ' 0.1Z , 5a 11,8 - BAY . . - , <I(\i - EL 26. ' DK , , , - _ 4.8.3' . , , „ a1:141 , ' c e • GASk..) a) DWELLING , , Iv . • . <---, ' 22"BEECH 0 j.,t , _ _ , Li , , , r_, ( -_ _ . ._ a - - '. a_ , .- - WELL ' FFL- 26.9 ' ''-. ' . :4'1 ' ' — , : 5:), - • . . - -- - . 32-1-. • ' - . ' --I - p Lu ,, - - ' s ' ' • ' .0. STORAGE ' 2.91 BAy ,CONC. - 'cl 9,8' .EL 25.5 . --- ... • 0 c-Y ' 0, 2 . _ .” . . - - m .. 'DOUBLE • , 0 . N cn„, •_' -6..' - ' „ ' . ,: ROOF OVER CHERRY . 0-10 - 9.3.41 . , ..' , - , , ' ,.... _ _., , En , ' 18"131NE ' 18"PINE A.A 4 - , ' 27.6' - , . , EL' 26.2 ,11 .- '41)14-• ' ;..,EXISTING SANITARY 0 MON. ,- 18"PINE -7. • uCLEAN EL 25.6 ' ,- ' U.P. r - .- - ' .. . , . •' , , ,S iCKADE . 0.5'S • , , 18"OAK S. 7,9`13/1001-9w.- - ' '''- L ' ' 103.?24 ' I ; , _... , . - . . _ _.„ , . , . . . , . . , . ' ,LOT ;3 - ' - -, , ' _ , , . ' ' . - „ . •• . - I . , ,, , , . ' ---. , . , _,,, _ •, . . ,- • . , .-1 : ' .• . . ' . . , . . ' , . I . „ . . , . , . , . . . . , . . , '. . . , . . . , ., . . , . , . , . , . . , , . . , . , . . . ' - . . ' . , . . . , . . . , AREA: 9,732.1 p 'SS.. OR 0.22 :ACRES . . " - • , - . . , . , ELEVATION'DA TUM: . . - _ •_ _ UNAUtHORIZED'ALTERATION OR ADD ITION TO•THIS SURVEY-IS,A,VIOLATION OF SECTION 7209, OF TI-IE NEW YORK STATE-EDUCATION LAW. COPIES-OF THIS SURVEY - ' MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL,NOT BE'CONSIDERED TO"BE.A- VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR -WHOM 'THE SURVEY,IS-PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND-LENDING INSTITUTION - . LISTED,'HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION,- GUARANTEES-ARE NOT TRANSFERABLE. , THE OFFSETS OR,,DIMENSIONS SHOWN-HEREON;FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC,PURPOSE AND. USE-THEREFORE 'THEY ARE ' NOT INTENDED TO MONUMENT THE PROPERTY LINES'OR TO GUIDE THE'ERECTION OF,FENCES, ADDITIONAL STRUCTURES OR AND OTHER-IMPOVEMENTS. EASEMENTS, - ' AND/OR SUBSURFACE-STRUCIURES RECORDED OR UNRECORDED ARE NOT GUARANtiED'UNLESS PHYSICALLY EVIDENT ON THE-PREMISES AT THE TIME OF SURVEY•, . , , .., , . _ - -. • . _ _ , __ _ - . . . _ ... _. „ , , SURVEY OF: LOT_ 1 . r _ , ,' ' , „ 0, MACH3 LLC, 'CERTIFIED TO: _ . . . , MAP 1)F: INDIAN ,'NECK PARK , , , „ . , ' . ' .ADVOCATES ABSTRACT, -I NC ; '- _- _ : , , .' STEWART. TITLE'INSURANE COMPANY; - . , . ,FILED: MAY 27, 1913 AS 1/51 , . L . ,, , . . . ' . - , . , . . . ' SITUATED AT: PECONIC . • . , _, , . • . . .. , , . , . , . .' . . „ . . . ' , TOWN-OF: -SOUTHOLD . . - ' 'KENNETH M. WDYCHUK LAND SURVEYING, PLLC , ' , . . , . , SUFFOLK COUNTY, NEW' YORK - ' . . , Professional' Land Surveying-and Design ' * ,- - ': '- - -- &A' beilica- V.O. Box 153 Aqiiebogue, New, : York 11 931 . . . ._ PHONE (631g98=i508, FAX (631) 298-1588 ' FILE # 14-117 SCALE: 1_ -•20' - DATE: JULY 3D, 261,4 . " , N.Y.S. ,LISC. NO. 050882 maintaining the records of'Robert J. Hennessy ic'Kenneth M:, Ifoychuk . . ' _ PRIVATE ' , RESIDENCE . 30 SMITH ROAD PEGONIG, NY 11(158• • - • , - ELEG MTNO 22733016,PSEG - OCT 1973 • ,INSTALLED hkraziot? 1� ,• :, ,; , n JO.MACHINIST ' - - • - - _ s - - - - ARCHITECT _ `HOY�2 - soa r�e�m,m w.a wa;�.ns xr posse NA sszan El EXISTING SARRAGKS/SLEEPING QUARTERS _ i 1=-17-3' 18 0. p�- \ _ !,`, e��c 1,b80a.io���,; 44 � ,� _ J -4, •1i�. 1 w Z S; DIN RM \ 4 ;d + 2c:'y" vi. i Op c§ KITCHEN 00 100 BEDROOM'�3 - UN1�ER. ...... I'��e eie�Njee,,, . i , . . , , • -/ " 1 \ r - - — - . . , GREAT RM` L. , 5'-1° I 06.6.14 158®FGR Wel • . . 'I . BATH - - iAN7Ii�I51ol�Er. , - - b .fin - ' .. . •. T. BEDROOM F I RST 'FLOOR I ` - BEDROOM RI 9 ' ' , I ' '-:-' . „ ,iri_/ EXISTING GONDII IONS CARPORT ' - ELEG MTR NO.' 59139204;`PSEG ' . • L._ ;+ 19bo INSTALLED , ' CONSTRUCTION SET . loexD: 'Dxs.la. . ' . • - _ DATE. _ WALE XTm EX-1 ' - - - - - " ' - _ - - - DRAMN68Y: - J. }}'may T PRIVATE RES I E7ENGE —„ -►—iss 30 SMITH ROAD mi. _ CC. _ PEGONIG, NY 11958 - 1111 ilia JO,MACHINIST ARCHITECT I I I I , I I I - Oil%S.-EttED Ane®.4190®I NORTH ELEVATIONS a nwAc�, �'. AI wiz wtiro• * 4 �-- A , C{ 1 „` , _ = ' 1?,;-.•_., e 3 ..- - - I i is ,'V;'• 0146' *- 1919® ®°®o® 7.�®0^:66os®sTgi-0,, — I:.■ U.. ■RN - UM 1111 NM F- --- . IOM -II I I— = / .r— um■ — N M — – / sm. =I )1= mos < - I ,' I I� TJ I I I I I I– I SOUTH ELEVATION SOIL 14•44-01 I 06 15.14 1.93.7ED FGR REV51 • E15 MA F5115015 I I - - ELE ,�Tl ON5 — 1l 1111 EXISTING CONDITIONS s –_ II ■U. _ 1111.... t.. _ _ - t = .!. = ..u.ui _ _ _ — CONSTRUCTION SET XS NO, Me 10 WEST ELEVATION MI5 06.00.14 EAST ELEVATION V.4.6T VALE EX 2 SJdR V4tir0 A5 NOTED 012/4516 St KB-LP PRIVATE o _ i� S I DNG • 4 � SO SMITH PEGONIG, NY 11158 �•I❑1 C JO 1bIAC�IIYNYST 1-I = �� NE ARCHITECT I■-� -. , = i, s , - - - em eve,mwt w.a Mamas NT 1050=0�sTm am 1 - - e'�oeeoeeoosoeo 4,.% 4,,G,$Scj ED ARC//-.i' NORTH ELEVATIONS SOUTH ELEVATION oR.enr�ry, . sues vow WAS M I'Q � - - s ' .-q �, =; r1� � •• . Nim b f '76 • .ymypr .k'' 4. � / GA a `` r�jc THE STAtti� ���*� lob ❑ - \_1 —� - - . _ - ' - ' , , • EAST ELEVATION 1 . y - - I 06 B.k IS& FOR e - - - - - 155�Ab REY510t5• ELEVATIONS ® ❑❑ I--I �= (BARRACKS) Y - -�� EXISTING CONDITIONS - : ; CONSTRUCTION SET nexo: wts Ro NEST ELEVATION . - = , - _ - - - - - PRA/045M WS December 4, 2014 Regular Meeting MR. ROHRBACH :Yea that's correct.Across the street they have attached garages but that's kind of a newer area. My house is pretty old. I've been there for 40 years and it's probably 80,85 years old to start with so that's the way all the houses on that side of the road which were the original houses there. They're all basically set up that way with detached garages or no garages at all.All the lots along that whole area are probably half the size of mine. I have basically two lots when I originally bought it 40 years ago it was two lots and then it was joined together at some point. CHAIRPERSON WEISMAN :Anybody else?There is no one in the audience so hearing no further comments or questions close this hearing and reserve decision to later date. MEMBER GOEHRINGER :Second CHAIRPERSON WEISMAN :All in favor? MEMBER HORNING :Aye MEMBER SCHNEIDER:Aye MEMBER DANTES:Aye (See Minutes for Resolution.) HEARING#6797—MACH 3,LLC CHAIRPERSON WEISMAN :The next application before the Board is for MACH 3 LLC#6797 It's a carryover so we don't need to read the Legal Notice again. We left off with electric bills. I think that's where we were and an investigation into to the feasibility of remain detached or attached. MS. MOORE :Very good.Well you've just pretty much addressed my outline.What I did is so that partly for myself to keep track where we left off we do have an application that's for the preexisting seasonal accessory habitable structure which contains a half bath, outdoor shower, kitchenette and sleeping quarters.That's what we have before you. At the last hearing there was a suggestion about can't we connect these structures and my client said Oh I'll certainly check on that.She checked,she's here,she's an architect so she can certainly speak in much more detail as far as what the problems were.We gave you our or I included in the letter that I sent her outline of the difficulty that comes up with that option and originally I was going to try to synthesize what she said and rewrite it and I said No.What she wrote • to me to explain why it can't be done because my question that I knew you would as is Why? It's not arbitrary here that she doesn't want to or wouldn't do it. I think that there are some very significant reasons why it can't be done and that's what I had Joe prepare in that memo that is dated November 24`h.And so she analyzed very specifically keeping it as an accessory building versus connecting it which would then become a principal structure.We discussed some of the zoning issues with respect to that which would lead to two variances for that purpose to allow for that but more importantly it's the state code limitations that are significant here and cost significant cost differential.So,then we go to the December 4, 2014 Regular Meeting electric bills.Joe got I'm sorry it's Jo Machinist who's the principal of Mach3 LLC and she is here. She also happens to be an architect so she's a professional and she's been very helpful in explaining what has been going on in her construction and her planning.She got from PSEG and from well from PSEG the electric bills which she initially gave you just for the accessory cottage cause that's what you guys accessory structure cause that's what you asked for. But then we she also got the electric bills for the main house and what I did in my analysis because you do have the specifics. I did a recall a rough and dirty averaging and in my outline for this for today I show for the seasonal accessory versus the dwelling these low bills.They when we asked Mr. Nopalitano he provided a really good affidavit of the families very conscientious effort at keeping utilities low.The way very old fashioned type enjoyment of the property without any computers and with probably television at best maybe one with it was it's very rustic and that's just a wonderful way to enjoy vacation which is this area's beautiful and nature's what you enjoy.So if you as you can see,the electric bills show in use and certainly the structures have been continuously been in use.We gave you affidavits. We know that approximately when they were let's say we're getting now 56,58 it's starting to become such a long time now that fewer and fewer people are alive that can provide those affidavits but we were very fortunate to have one of our neighbors who grew up on that street and provided Miss Raya that provided the affidavit from when her parents lived on that block and owned the house she lives in.So,we believe we've given you adequate and sufficient and compelling information that the structure should have been issued a Pre C.O. .We are the use of it is certainly less than a dwelling. It's going to remain seasonal. It remains as is today.Jo did do a kind of a plan for the a schematic of how one would fix that structure as is and I thought that would be very helpful for the Board to see we do want to fix this structure, make it safe but not change it's use from what it has always been.So,why don't I give that to you if you're ready for it? I don't want to stop any questions but I'll give you what I have. MS. MACHINIST: Good afternoon thank you for hearing us again today. I'm Jo Machinist, I am the managing partner of MACH3 LLC and what you have before I describe the schematic intention of what I want to do or what we want to do to the cottage my goal is to keep the aesthetic and historical flavor of the house,the cottage,the corner the landscaping to make the final result look like it's been restored. And so,when just as a short summary.When I first was the buyer or the proposed buyer for this house when I saw it I thought I understood that both buildings were capability of sleeping quarters and that the only thing standing in the way was the objections of the building inspector and there were 4 very explicit objections that the sale of the property could not be realized till these objections or correct violations were corrected and that the owner selling to the buyer that's me would receive a Pre C of 0 and the owner at the time couldn't afford to do all of the repairs or the corrections so I chipped in and between the two of us satisfied the 4 of 5 violations that the building inspector had in order to award this property that had been called nothing other than barracks to render it acceptable to receive a Pre C of 0. One of the things was smoke detectors and removing the electrical heat to maintain the seasonality of the cottage. It never occurred to me that I would be doing this for a storage building.The building itself I don't know how many exterior photographs you've seen or I think some of you have visited it.There are like 8 or 9 windows.The furthest thing in my mind could be a storage building.So I proceeded in my mind and in my overall scope to address this as two seasonal buildings, one to be turned into an all year round building which would be the major dwelling and to keep the cottage as a k December 4, 2014 Regular Meeting seasonal summer house. So what you have before you on drawing Al-A is the schematic proposal of what would be being done to the cottage and in the lower left hand corner,this is a very simple plan and left to right is a storage area, a bathroom with a toilet and a sink all the way far left is the outdoor shower which exists and an open recreations room. I'm really not quite sure what I'm calling it but the intent was to have bunk beds for the overflow kids from the main house.The other things that are important are straightening out the house as we talked about last time it's quite un level and I've suggested a monolithic slab 18 inches deep versus 3 foot to 4 foot deep if I had to renovate this into a dwelling according to code.So, and certainly I wanted to be able we wanted to be able to stand up aesthetically and historically and contiguously with the other house that is being restored and renovated so we put the same siding and the same roofing on it.You know as far as the electrical as couple of fans no electric heat more windows to let in more sun to keep it warm fans to keep it cool and that's a summer seasonal house.That's what you have before you is what the intention is. CHAIRPERSON WEISMAN :Can I ask you a question?The summary that Ms. Moore just gave us describing this preexisting seasonal accessory habitable structure containing half bath outdoor shower kitchenette sleeping quarters. I see on your plan you have it's drawn countertop sink along the plumbed wall plumbing is underneath was there any intent to cook in that facility? MS. MACHINIST: No there is no oven shown.There's just a sink. It's like a bar like a recreation a media room. CHAIRPERSON WEISMAN :There may or may not be an under counter refrigerator. MS. MACHINIST:There could be an under counter refrigerator. CHAIRPERSON WEISMAN : No cooking facilities. MS. MACHINIST: No cooking. Which is exactly what's there now. CHAIRPERSON WEISMAN :So probably the term wet bar is more appropriate than kitchenette. MEMBER GOEHRINGER :When did you take title to this? MS. MACHINIST:August MEMBER GOEHRINGER :August of 2014? MS. MACHINIST:Yes MS. MOORE :With respect to that we actually appealed the Building Inspector's Pre C.O. right away, within the 30 days. Right away we disputed it and we tried to go back to the building department and say Gary we don't understand you've seen this,we've given you everything you know why did we get this storage building and we didn't get an answer he wouldn't back off so here we are. We didn't really have another option. 5 December 4, 2014 Regular Meeting MEMBER DANTES :When you said there's going to be beds and was a recreation room, how many people do you imagine will be sleeping in that room? MS. MACHINIST:Three single beds. Kids, overflow children. Right now there were three beds in the room in one room sectioned off in the end there in the beds aren't drawn but the existing conditions were drawn in there a bedroom cornered off. CHAIRPERSON WEISMAN :Trying to find in the previous records the square footage of this. MS.MACHINIST:650 square feet. MEMBER GOEHRINGER :Would there be a time that you would be renting this on the open market? MS. MACHINIST: I would rent them I would either I have options. I would rent the main house and the overflow would go to this. It would all be one rental. It would not be two separate rentals for two separate families.What it does is I bought two buildings. One is 1000 square feet one is 650. One's two bedrooms and a tiny little bedroom and if I can get more sleeping out of this to render this four bedrooms that makes more sense for a family or two couples that want to be in the main house and their kids could be in the smaller house. But one kitchen one living room you know just a recreation room. It's just for over flow.So it makes 1600 square feet is not a lot but to be limited to 1000 after the investment was quite a surprise. CHAIRPERSON WEISMAN :So,are you planning to live seasonally in the year round house with MS. MACHINIST:Some of it I will,yes.Can't afford to retire. No and because it's so fabulous out here and of course I want to do that but I need to make this financial feasible and sensible to me and to you know the option which I was thrilled about to make the cottage into principal dwelling and attach it would be ideal but it's just financially infeasible for me. CHAIRPERSON WEISMAN : Ken? MEMBER SCHNEIDER :You're proposing a slab on grade so there'll be no crawl space or anything? MS. MACHINIST: Correct. MEMBER SCHNEIDER : How do you propose to do the plumbing just overhead and down? MS. MACHINIST:Yea overhead and down and I'll make an expansion area around the pipes that go through the slab. MEMBER SCHNEIDER : So you plan on jacking up the building? MS. MACHINIST:Well it's going to be you know you suggested sir Gerry Goehrigner to raise it up which is I don't have yea to raise it up a block so I'll have some space under there and the pipes can be _ insulated and they'll be turned off in the winter.Anything else?And I just wanted to add I know you December 4, 2014 Regular Meeting asked me for 10 years of electric bill history and I did put in that request and that's all archived so it's not available.When it is I'll be happy to show it to you but I did get 4 years of each building. MEMBER GOEHRINGER : Did they give you any indication when you might get it? MS. MACHINIST:They said two or three weeks. I asked the day after the request which was 2 1/2 weeks ago. MEMBER GOEHRINGER :So it should be coming shortly then. MS. MACHINIST:Any moment,yep. MEMBER GOEHRINGER :So we should probably leave this open right until to the Special Meeting to receive that or do you want to close it subject to CHAIRPERSON WEISMAN :Or we can close it subject to receipt. I don't think there's going to be any further questions that it's just a matter whatever documentation is available that we have in our record. I don't think we can request what they can't provide. MS. MOORE : My question would be do you really need it because I think the reason that the 10 years was requested was that it looks so low the past 5 years 4 years was provided was such a low number I think we've explained why it was so low. If it's explained to your satisfaction that maybe we can move on but if you want us to submit we will I mean my client has put in that request I just again we don't know how long you know 3 weeks can certainly be longer depending on PSEG's retrieval MS. MACHINIST:And I have been calling them. It's just not available. CHAIRPERSON WEISMAN : But they do have it in archives and they can make it available it's just that when MS. MACHINIST: If they don't have then but they just said it's archived and it will take time. CHAIRPERSON WEISMAN : My initial concern really among many there was to make sure that it had not been abandoned basically that was the reason for these electric bills. Beyond what do we have here a couple 2010,2011,2012, 14 I mean it's the more recent history that you know I would personally I won't speak for the rest of the group but that would be the stuff that I would find more relevant to whether or not this is been occupied as described in the property description and the assessor's office as barracks sleeping. MEMBER GOEHRINGER : Can I just say something about that? If the building was in perfect condition I could buy the four years okay. I would expect more usage but the building in it's present condition I think we should see more cause it was probably in better condition five,six seven, eight nine years ago and maybe used more and it should show it won't show higher prices but it will show in reference in cost per kilowatt but it will show more usage maybe. December 4, 2014 Regular Meeting MS. MOORE : I don't know what it's going to you know we'd be guessing what it shows. I think given Mr. Napolitano's use and family use he was pretty clear that no this is a summer place where in the summertime they had a fan or a light bulb sounded like that was the extent of their electric usage.You can see a little more usage in the main house probably cause that's you would they would cook and have dinner and so on so there would be a little more time just even evening hours in that building.This was really used as the overflow sleeping quarters so how much time in the summertime when the lights go out at 9 o'clock you got maybe an hour an hour and a half before it's bedtime if you've spent the whole day outside enjoying you know the area so I don't anticipate we're going to see very much differently but you know it certainly is your call. I just I think you have enough to support our application or I hope you have enough and CHAIRPERSON WEISMAN :This is proposed to be renovated in place and in kind right? MS. MOORE :Yes,yes in place in kind. CHAIRPERSON WEISMAN : No enlargement is proposed or should any enlargement take place? MS. MOORE : None. No. CHAIRPERSON WEISMAN :That would be an expansion of the preexisting non-conformity so MS. MOORE : Right CHAIRPERSON WEISMAN :We wouldn't want to be doing that. MS. MOORE: Correct CHAIRPERSON WEISMAN : I think I have enough but if the Board wants to MEMBER GOEHRINGER :Well I'd still like it if she has it MS.MOORE:Well if we get we'll give it to you. MEMBER GOEHRINGER : Let's wait for it for a week or two and see what happens. MS. MOORE: If it comes in a week we'll give it to you. MEMBER GOEHRINGER : I would wait up till almost to the meeting. CHAIRPERSON WEISMAN :You want just close it at the meeting and then decide then if we got it we've got it and if we don't we'll decide what to do about it. MS. MOORE :Alright,when's your next CHAIRPERSON WEISMAN :Two weeks. MS. MOORE :Two weeks, okay S,-% December 4, 2014 Regular Meeting CHAIRPERSON WEISMAN :Two weeks from today. MS. MOORE :Alright.So we'll just monitor if we get it we'll certainly provide it and if we don't well you know what I'll give you a letter that says we have not gotten it yet so could you close your hearing. CHAIRPERSON WEISMAN :So give us something. MS. MOORE : I'll give you something so we are not leaving you hanging or so MEMBER HORNING :Sort of a provocative question once the applicant is granted a second dwelling unit if that was the case what prevents MS.MOORE: It's not a second dwelling CHAIRPERSON WEISMAN : It's not a second dwelling. It will be a seasonal cottage. MEMBER HORNING :Okay what would prevent you from putting in a kitchen facility renting it separately all this kind of thing? MEMBER DANTES: Our conditions. MS. MOORE :Yeah your conditions which are enforeceable you know and always neighbors are so accommodating to enforce them. I doubt that there will be any issue plus as a professional particularly as an architect and this is why(inaudible)clients when they choose to do things without the legal umbrella. It creates such liability to have people in a structure without Pre C.O.or a C.O.. That you know I feel obliged to tell a client they do what they want to do but I feel my obligation as a lawyer is met. She's an architect and she's a professional and MS. MACHINIST:And I would say whether CHAIRPERSON WEISMAN : Please come to the microphone. MS. MACHINIST: I would say that to make the two buildings one dwelling was fabulous.This is just as good.They are separated I'm still viewing it as one building and I'm still viewing the cottage and the restoration and the renovation of the cottage to be sound level structurally valid. I have three means of egress. I have a window egress. I mean it's going to be level. It's going to be safe and so the whole the scope of what I want to do is really perceived as one building and just not be able to afford to bring the whole thing up to code. MEMBER HORNING :You put smoke detectors in it? MS. MACHINIST: Oh yes of course.Thank you. CHAIRPERSON WEISMAN : Looking at Webster's definition of barracks so you're only allowed to rent to soldiers. MS. MOORE :Thank you Stephen. December 4, 2014 Regular Meeting MEMBER GOEHRINGER :Just provocative soldiers. MS. MOORE : Let me tell you,that was the Town's description not ours. STEPHEN KIELY :There is a second definition which says a structure is (inaudible) barn that provides temporary housing.So in our code when we don't have a definition in it we defer to Websters. CHAIRPERSON WEISMAN :Well I would actually define this structure cottage that's defined by square footage and it can be seasonal it can be year round. Not defined as a dwelling by size. It's a cottage. If there is no cooking facilities in it probably the better way to define it is a seasonal habitable accessory structure with barracks sleeping permitted. MS. MOORE :Why barracks sleeping? CHAIRPERSON WEISMAN :Well because it means there are not separate bedrooms.There are not that's what MS. MOORE :Oh okay non partitioned bedroom. CHAIRPERSON WEISMAN : In other words it's a big room that beds can go in.That's what barracks typically like a ward in a hospital. MS. MOORE :Well that makes more sense why calling it barracks because it was all it was like a section of the building was sleeping the other section was living. It wasn't was there a partition? MS. MACHINIST:Yea it was a whole room (inaudible) and that was the sleeping areas.That's fine that's great there has to be a certain amount of privacy. MEMBER HORNING :Just for a correction of the record I was.taking from the Notice of Disaproval that refers to the conversion of an existing accessory storage building to a second dwelling unit. MS. MOORE :We understand.We disagree with that. No I understood why you asked. CHAIRPERSON WEISMAN :That's why they are asking us to interpret actually.This is a request to either overturn the denial of the PreCO or to at least interpret this definition so it's a little different. It's not a variance relief it's MS. MOORE : It's what the the only definition the Building Department has so you see that every time there's someone here with you know with some form of living space they call it a second dwelling even though it technically we talked about it last meeting it doesn't meet the definition of a dwelling. MEMBER HORNING :You're saying it more like a barracks CHAIRPERSON WEISMAN : Is there anyone else in the audience who wants to address this application. Hearing no further questions or comments I'm going to make a motion to adjourn this to the Special Meeting in two weeks which is December 18`h is it?Yes Subject to receipt of additional electric bills and then we'll either have it or we won't.Actually I'm not going to make it subject to receipt I'm just going December 4, 2014 Regular Meeting to adjourn it that way we don't have to go through saying we don't get it then we have to then what do we have to do so cause it's not a hearing so we can't really do much at the Special MS. MOORE :Alright,so you'll close at the next meeting and if I have something for you by the next meeting CHAIRPERSON WEISMAN :We either close it with or close it without. MS. MOORE: And obviously if another question comes up (inaudible) CHAIRPERSON WEISMAN :Yes okay that was a motion. Do I have a second? MEMBER GOEHRINGER:Second CHAIRPERSON WEISMAN :All in favor? MEMBER HORNING :Aye MEMBER SCHNEIDER :Aye MEMBER DANTES :Aye (See Minutes for Resolution.) HEARING#6813 FRANK MCGUIRE CHAIRPERSON WEISMAN : The next application before the Board is for Frank McGuire#6813 Request for Variances from Article III Section 280-14,Section 280-15 and Article XXIII Section 280-122A and the Building Inspector's September 8,2014 Notice of Disaproval based on an application for building permit for"as built"additions/alterations to existing single family dwelling and accessory structures,at; 1) (dwelling) less than the code required single side yard setback of 20 feet,2) (pool house) location other than code required rear yard; 3)(garage) location other than code required rear yard, located at: 2800 Bridge Lane Cutchogue, NY.SCTM#1000-85-2-3. Would you please state your name and spell it. MS. KAZEL: Keri Kazel CHAIRPERSON WEISMAN :You're representing the applicant,you're an architect? MS. KAZEL:Yes. I'm the architect for the applicant. CHAIRPERSON WEISMAN :So let's just see what we are looking at.There are additions and alterations that are as built.Two accessory structures and an existing single family dwelling.The dwelling has a 6 foot 7 inch single side yard where the code requires 23.The as built converted barn to a pool house is in a side yard made possible by the addition to the house so it's a sort of technical change.Then the November 6, 2014 Regular Meeting 96 1 tank that is supporting bedroom. There 2 is a separate septic for the house . I am 3 replacing both of those because they both 4 have deteriorated. It' s more extensive than 5 I had originally thought . 6 CHAIRPERSON WEISMAN : We all did 7 site inspection. Is the house on any 8 foundation? 9 MS . MACHINIST : The main house is on a 10 foundation . Putting a new crawl space 11 underneath. The second building, if I do 12 anything or I upgrade it, it' s going to be 13 on-grade and still going to be seasonal and 14 I am not going to give it a foundation . 15 MEMBER DANTES : The question that I 16 have is, the Town also has an accessory 17 apartment law. I was wondering if you 18 thought of it? 19 MS . MOORE : I was not able to talk 20 about that . But to be able to have an 21 accessory structure, detached structure, 22 you have to be a principal dwelling . 23 It' s still a summer home for her . 24 CHAIRPERSON WEISMAN : Are you going 25 to heat it -- • PATRICIA C. MOORE Attorney at Law 51020 Road FILE Southold,Newew Yorkro11971 Tel:(631)765-4330 , Fax:(631)765-4643 copy August 12, 2014 Mr. Gary Fish D- E E Southold Town Building Department Main Road Southold, NY 11971 AUG 12 2014 By Hand RE: John & Lorraine Napolitano to Mach3, LLC LDG.DEPT. PREMISES: 30 Smith Road, Peconic TOVlP10F SOUTHOLD SCTM: 1000-98-3-39 Dear Gary: I understand that upon review of my letter dated August 11th with photographs and the existing conditions plan, both prepared at the time of your inspection, you would not revise the pre-c.o. I have included two sworn to affidavits. The first affidavit is executed by John Napolitano, who's family owned this property since June 30th, 1972. The second affidavit is executed by Joan Raia, who's family owned this property since 1959. The structures were purchased by her parents as they appear today. Also attached are copies of the PSEG bills. The one structure is connected on Indian Neck Lane and the second structure is connected on Smith Road. Mr. Napolitano has a folder of utility bills for the separate meters at his home in Williston Park. He is willing to supply this additional proof, if necessary. The preservation of the pre-existing sleeping quarters is a valuable right to the owners and must be preserved. We ask you to please revise the pre-c.o. to reflect the use of the 12' x 53' preexisting structure as sleeping quarters. Thank you and please do not hesitate to call should you have any questions. Very truly yours, Patricia C. Moore cc: Mike Verity, Building Inspector r STATE OF NEW YORK ) COpV ss.. COUNTY OF SUFFOLK ) Joan Raia being duly sworn, deposes and says: THAT I reside at 555 Smith Road,Peconic NY; THAT my parents, Walter Brunie and Helen Brunie, owned 30 Smith Road,Peconic NY SCTM#1000-98-3-39,from July 23, 1959 to June 30, 1972. I make this affidavit knowing that the Town of Southold will rely on the truth of the statements contained herein. The following facts are herein attested to: 1. The above property was sold by my parents to Severin W.Napolitano and Mary Napolitano, his wife, on June 30th, 1972; 2. When my parents owned the property there were two independent structures on the property. The 12'x 53'building which was a separate living and sleeping quarters and the 48'x 23' building. To my knowledge,the two structures remain the same today as they did when my parents purchased the property in 1959;there were two separate electric meters,one service is from Indian Neck Lane and the other service is from Smith Road. I remember that the 12'x 53' structure has a separate bathroom and kitchenette and could be occupied separately from the 48'x 23'main house. 3. I was shown the property card for the property. The barracks has been identified as sleeping quarters by the Town of Southold on their property card since property cards were first issued; attached is a copy of the property card and the survey used by Mr.And Mrs.Napolitano to purchase from my parents in 1972 accurately reflects the conditions,as I remember,of the property. 4. "Barracks"described the building's use as sleeping quarters and this is how the building was continuously used while my parents owned the property.I know my parents did not change the structures while they owned it. 5. As the neighbors of 30 Smith Road,Peconic I can attest that it has been used as sleeping quarters continuously,to date. 6. The pre-c.o. should not have eliminated the use of the property as"sleeping quarters",it was more than a storage building when my parents owned the property and I know that the Napolitano family continued to use the 12'x 53' structure as a separate sleeping quarters. I o-A-6 Sworn to before me this 1�' •1y of _ BETSY A.PER S Notary Public,State • New York No.01 PE6130636 Qualified in Suffolk Count A 1 No Publ c Commission Expires July 18, 1: e.7 TOWN O SO JThOLD P.-bPERTY RECORD CARD i) 1- OWNER STREET j. VILLAGE DISTRICT SUB. LOT ./ // • Nil__ru.l7S�u. • C.�I•t .t'/1'' �' �.0 l.�t�•r.. r . F RMERDNER N E A REAGE � /daDnlr•{2znn. a)t AlOpeIr anoia)? • .yS'2.. s cc fa. .4v4,r1 l�tar?r,' 5.. 645. W TYPE OF BUILDING RES. SEAS. 2�e VL FARM COMM. I IND. I CB. I MISC. I Est.Mkt.Value LAND IMP. TOTAL DATE REMARKS • ' •1 /Lott igin) 4.a: [: 6f ::i^ - zao-d-0I (torte •Ironil i, --� •i:.. ?t/ .:t1 .>"•'i no 1/Si •ll .5j/J/%C- 1.l�•fia r1 • ,.,- BrLunr . . A, ,. l•r n. , �, r 11/// p, S.T/) 1G Ira 32 Go ✓ YiS�Aa l bl.(5f 09-L 19o43- ;I.-, . i, i , 1. '0 AN/t r 0 r�A• Amt awq ooa - 141 03,1_IA19r9,r 16:43-Nip)Plan 4u),cnc•hrieiir in Wetfo%faas�.e?c, ' AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD/r b ,$.1'1 r•;)•/.•: I ,: Tillable 1 E • Tillable 2 ?` r / / No. 745325 • �.P ,ji dato� Tillable 3 ^k" }O'i arrayed t 0 ' /,ai._ i j' Woodland r.; : tug4111% s� ^- � — Swompiand 11 fat.,/res for payment of •...... _ Lv v �yy r 1.°= me 0 oast 8rushlond ,6! N9,�Om"' Q ower mm pl..1, .mount due , / House Plot amount a: I1 from ,`.�'1,' is 0 bdnnco I 0n"°��� a,somas �� r is,, • i • 1 Total L r • 1 • - I \1l 1 i- ,•. _s_.ri ,1 g. tr.'.w:•• 3,,C17;}_ '%`a-:'x f +• i _ �:y: ?t'. :n.:'~' `� il.,��:'i;l'�:iC .Y i:; •`' J,t� .it..�d .=�Jti ! 1-727. i l the ::;..1 ♦?•L -••ig:&- -:?'?rc sTi)ii•^r.eelt t-'))ti).'4•IiiY'. ?2-.`V* 4`. t ",�. �Sn�S�`: l:t: .!}� 'r.1'Tii a..l'y`•.a�i;-';L.Y.^i i!:���1��if�2 d•'�f4iSC<.L['�•�7 �_.tC+...:�i ;,� 1•}4�f.,if. s..-%.•S,y,.-,-, }'. 0.. ••.z,y,,:mss;: - '< •--•r ?' -',;':r-.��.'r,..� I' �.t:,�.::2=v.'f;a.-y�.�� �� `CC j ',1���( lt'7.',%r•'.f�� ,1•, .. _ rp I •. 2 ../).(-1 ,.:.c...,:-..:-,.. ` Y�. ..t^7^��.•'_!Y.•.,:Sti("y:S:�•1 .L.�^_'4..:�C�i.�Lt_..jl:l' � I i': S ^ti^ 11>^r;;Y ..1 �r� :1t3..:2^'�- h'i_`11„i_�A; I..• I i 1 a. .c•. `i'-' S tt(.a ._11...t e•2t yt •.J[c rrv. . .;J:aC,:^�. '��. •. — <:,:�;i�i:)ii III t .......... . . . ' I I I•Bldg' ii is I / Foundation ti•t ija+%t� Bath ' / I (tension i/., E 17 "Apo X94 Basement )1:o Floors (tension Ext.Walls • Interior Finish I /r1• .4 So SO aa. Zi% 1,,.• (tension y rti y t ..5"64/ / 0-0 .!t tl •Fire Place •)�� Heat - I `.•/i ' t.t. I'D 3= Porch Roof Type Porch Raoms 1st Floor •eezeway Patio Rooms 2nd Floor - Mae alio-. 1.l0 •ZS' • 37 Driveway Dormer 1 B. I • I • 0811112014 15:27. (FAR} P.0011002 STATE OF NEW YORK ) ) ss.: COUNTY OF SUFFOLK ) - John Napolitano being duly sworn, deposes and says: THAT I reside at 161 Cantebury Road,Williston Park NY 11040; THAT my wife and I are the owners of 30 Smith Road, Peconic NY SCTM#1000-98-3-39, I make this affidavit knowing that the Town of Southold will rely on the truth of the statements , contained herein. The following facts are herein attested to: 1. The above property has been in our family since it was first purchased by my parents, Severin W. Napolitano and Mary Napolitano,his wife, on June 306, 1972; 2. When Severin&Mary acquired the property there were two independent structures on the property. The 12'x 53'building which was a separate living and sleeping quarters and the 48'x 23' building,they remain the same today as they did when my parents purchased the property;there were two separate electric meters, one service is from Indian Neck Lane and the other service is from Smith Road. The 12'x 53'building was labeled on the Town's property card as"the barracks". This structure has a separate bathroom and kitchenette and could be occupied separately from the 48'x 23'main house. 3. The barracks has been identified as sleeping quarters by the Town of Southold on their property card since property cards were first issued; attached is a copy of the property card and the survey used by my parents when they purchased the property in 1972. 4. "Barracks"described the building's use as sleeping quarters and this is how the building has continuously been used since before Severin&Mary purchased the property in 1972,since I know my parents did not change the structures,and I can attest that it has been sleeping quarters continuously by us,to date. 5. The space was rented out to non-related people by my parents throughout the season. 6. My parents purchased the property from Walter Brunie and Helen Brunie on July 23, 1959. Their daughter,Joan Raia is my neighbor,she resides at 555 Smith Road,Peconic,NY, and she is also familiar with the property and offered her own affidavit. 7. I applied to the building department for a pre-c.o-for what was there,never expecting that the building department would not issue a pre-co for separate sleeping quarters. 8. I do not accept the pre-co which characterizes the use of the structure as"accessory storage building with toilet, sinks and outdoor shower". It is and has been a separate sleeping quarters and 0811112014 15:27 TAR) P.0021002 r ` identified as"a barracks"by the Town. • 9. I make this affidavit requesting that the pre-c.o.he revised as"sleeping quarters"or"barracks", all of these descriptions would be accurate. It is more than an"accessory storage building" ;.074 �1 Sworn to before me this I / _ day of /-� s z py c"A Notary Public U MARY KOLAKOWSKI Notary Public,State of New York No.01K04870006 Qualified in Suffolk County Comm.Exp.Sept.2,20 ) 7 • TOWN O SOUTHOLD P.„ZwizmirrY RECORD CARD OWNER STREET :It, VILLAGE DISTRICT SUB. LOT .1 11 --14A.P.O.11.±a110_ . • , • Otii'tl.Y'N 1-0:.j aft)6-41,4• ; 774'..-. i ''''-'-..-X-ii.etr..,.. ) . e-g...• F,ORMEa OWNER N E - ACREAGE Aladm,.frayy,.p...)c. AkaalitanoiettV • ...LS-2- 0-- (;30-1.1. •Ifitt..tin .., ralp:e-r. ' srces W TYPE OF BUILDING I .RES. SEAS. 2 VL. FARM COMM. I IND. I CB. MISC. Est.MktValue LAND IMP. TOTAL DATE REMARKS • •.. ' /(.o n /9'no I.t ....1-..•J.- LI tro-0 r:orre .ker, -2,11 d-u .,:).(7 o o 1/.8)!I VI/. 511.OP- /.10a1? n _ %-• Brun't_ , A, .r.f))' r n• ,f. --- , , • . , • .re_ _ .. 4.• 7.. r:* Z6 ao 3..?0 6 la.frioo-L 1 Roo.,;•e.D.-, ,, • - I_., e)ASFL• 0 A ,0-,- a "Towel dab,. -- ial 11103- _i(a9r3f)'WA-•Mgr Pin A'WIC'?5 4,..rieyc In Atop t.rfal1 fig,_ , AGE BUILDING CONDITION _ NEW NORMAL - BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD/0 0 g ive ,....i)4 i,.,; ._ ir,, ____ Tillable 1 E ' . ,-1';'•:is, Tillable 2 E kpoil, ,) LM/ No. 745328 • ..„.. ___ Tillable 3 -•P,I klinN6:', Woodland ‹i.1 .-4., 0=Ned i. .. • .irr,/ .,/,••...iii NT _ 1066iii, - Swampland c€4....9 ...... -VW ki3i:41, 1,.:3 for payment of fr''le cr. ...... ....... ......, Brushland 11 tU.J.i.1,, 0 c'th 0'Air r 0a row •th....-- — fziagi, ,mount doe House Plot 1 flan AT-, , t° amount phi _ 5.1.‘rlijiii baking° 11111111111&psis r...... 152.5 . _ — .,,,,..,,y4,, Total - L , • _ . ,. , .. • i Iqs l C�i tJ .^, : s�r-•�};•fs•:;'. • ".•, -Isem.-1 I.:I�.: i r„ s:r^ :,.t•:1 I — ��,,„..,__.-,.-•{a-Ct..`..Ctr�{l �: irL�44P -� lY1,i- r'.Y4 R* 1 ”lpx• Y yy.i {t+. *1] J 1 t "3c 1111.•-_tt J47� t (r' C � 1t I ) n t ;)n /I r ( 1t1irlC�3041i w.r �4 t._ tlsf t tr,I •lti?Y (. t t !tVk /t t tA'.1). t 1 t tls• ,.. .. v J� is ,.`•.n �- r<r. r si,. ,... ,. . ._ ,,, , }- 1111• � J �Cf Y�k..k G,- i� t:[`) 3 . • 'A' �> •.r t�L7 Zfir � afy�";%�,-��` 1f� k� '� .e.. ,,• 1 J ;;-.-:'....1-,',•.,.. VI'L/ - :;•, Yt,,l_;N: :.c.%::::,r.i'd :i?;`_'ii?•i?t....s('.•'•4-?.%•`':}1141•??t: •, n+�• I f C A ' 1`�S et%., s.i I ...`: i.. ..._._(.. .';P{..a.uP:,:...!Si�•x..41,.. . �a`.:'=!i,g.,aii:S .. r I I I i J ...1_111.. _ I t I.Bldg. 4 g•A l . ,(:V a?� '7/91 v. Foundation • Y•t a+%�+ Both dension ,/9 B h. tau �9G Basement )1b Floors dension Ext.Walls x� ``'I'r' interior Finish I — //1 4 S ,f t7 S 0 S. dt...,�b, (tension y/.;Z = Gil / D-o •(t•N Fire Place )1. Heat (, J s'0 w 1.. Porch Roof Type Porch Rooms 1st Floor •eezeway Patio Rooms 2nd Floor eC oils 06'114: 44.0 z1' 3 rj Driveway Dormer t B. ,?.573-i • • • LONG © PSEGISLAND Customer ID • Amount Due 0772-7003-02-7 $ 24-57 00 • 4)g • Please Pay By Jun 25,2014 F+o _c, c, o cm 007412 0 0 . 4%m John Napolitano 161 Canterbury Rd Williston Park NY 11596-2212 ' I•Itt.tttt..lldt8•tttutllrltlrlllltt•r•411 ,1u•tt •ut . Please make your check payable to PSEGLI and mail this part of the bill with your payment. Be sure that the address on the other side appears in the return envelope window. Write your Customer ID on your check- JohnNSERVICE TO: PSEG SONNGD wuirw.PSEGLINY.com John Napolitano 24 Hours/Day-7Days/Week Smith Rd Peconic NY 11935 We make things work foryou. "My Account"PIN BCCBOB Bill Date Customer ID Next Meter Reading Amount Due Billing/General Inquiries 06/02/2014 0772-7003-02-7 On or about 07/30/14 $ 24.57 Monday-Friday,8 AM-8 PM 1-800-490-0025*. outside toll free area BILLING SUMMARY 1-631-755-6000* Balance From Previous Bill $22.06 *Automated Services available 24 Hours/Day-7DayslWeek Payment(s)Received Through'04/22/2014-Thank You! -22.06 Electric Service Problems PSEGLI Current Charges 24.57 24 Hours/Day-7 Days/Week Please Pay By 06-25-14 $24.57 1-800-490-0075 A 1.5%late payment charge may be applied to outstanding charges if Para Espanol payment is not received by JUN 25 1-800-490-0085 Hearing or Speech Impaired 1-631-755-6660 Report Theft of Service 1-631-755-6871 IMPORTANT MESSAGES Send$22.00 instead of$24.57 and you will be automatically enrolled in our Balanced Billing Plan that will spread your yearly cost over 12 months.Your monthly budget amount will be$22. As of January 1, PSEG Long Island is your new electric company and we're pleased to serve youl Our commitment to you is great customer service,high levels of reliability and improved storm response.We have a detailed timeline of improvements to make in 2014 and beyond,and will keep you informed every step of the way.There is no change to our phone numbers or your account number.Visit psegliny.com for more information. We're working harder than ever to provide energy for a growing Long Island,and customers like you are helping us improve our performance.Thank you.Your credit rating is tops with us! In 2013,the,NYS State Legislature created the Utility Debt Securitization Authority to refinance a portion of electric system debt at lower interest rates. Delivery&System Charges have been adjusted to remove debt refinancing costs and to recover costs that were formerly charged in taxes and the NY State Assessment,accomplishing a delivery rate freeze for 2014:Visit psegliny.com for more information. • _...— --•--•-- .. .- --'--.rte. D.,.... 1 ea"3 I . IS 1LAND Customer ID Amount Due 0772-7000-58-5 $ 24.57 V'l!f . gQ� 0c • coo - Please Pay By Jun 25,2014 -�— uncs omo o p 007411, Vo Pam John Napolitano 161 Canterbury Rd Williston Park NY 11596-2212 IuIIIrllIIIIIu1111iiIlll•I111111pIIIItthIIIIIIIIIII IILII.II Please make your check payable to PSEGLI and mail this part of the bill with your payment. SII Be sure that the address on the other side appears in the return envelope window. Write your Customer ID on your check. - -•.__.._._--- --------- SERVICE T0----._.- --._--------•-----•- -----• — ' • www.PSEGLINY.com John Napolitano • PSEG LONG 24 Hours/Day-7 Days/Week Indian Neck La • ISLAND Peconic NY 11935 We make things workfor you. "My Account"PIN 158DA3 Bill Date Customer ID Next Meter Reading Amount Due Billing/General Inquiries 06/02/2014 0772-7000-58-5 On or about 07/30/14 $ 24.57 Monday-Friday,8 AM-8 PM 1-800-490-0025* • outside toll free area BILLING SUMMARY 1-631-755-6000* Balance From Previous Bill $ 22.82 *Automated Services available 24 Hours/Day-7Days/Week Payment(s)Received Through 04/22/2014-Thank Youl -22.82 Electric Service Problems PSEGLI Current Charges 24.57 24 Hours/Day-7 Days/Week Please Pay By 06-25-14 $24.57 1-800-490:0075 A 1.5% late payment cliarge may be applied to outstanding charges if • TITLE No. 12.—1 5 5 9 S Y C A• • • 4,,, A Pr o.F• fIiN+9;i;Aex icx.c K` Qli`r;R•K`-4,,, w51 ro .eri 3,.—•'gilt�'rt:•,'.tYy'- wd:y;,7 tq ro?'rraC.EV v`/;"CwSMnj}Ss11"t 4.tk.v6:,4 • a .1k,F- v� 7;,,rl5'sd"w t ., `__�� 5�r•4V • '�C* Gi4 ryikt• ��tk"i""{>•'44, y • Yet tt.E.pj Q..10m a a,+�bis.':,C,t Le I" . i • • • `�\. 1 s,...‘, FRgME • . ----------.-J. ___________„.„,. . , , • ,.0 —_. , - 116y4c,• '.3.,. '•-E RST 1% .. O .-K-.•Di• I • F,tncn m IL1; 31-3 EgSr I �. - N- , saRav 1 $Ta Ay F RimE I •P' Q.4cµ�91I , y �I 8 Io .4�1a --{ 41 G jS Z;A;' in I �: . 4't f/8 ` E s�/s 9 SG 7.1)8" 2 • • -I L a et./. I,' 3' d to , t i' I w -1 .p 4-a" 1 a ix, �+ • �+ N- o ° 01 c Loi �° 0 p 3 Ti - z w o L a l 1 -P'. / o P mfit vIN r 1 3 el �., t 0 iGOHc.ULG .. Pn,.. s ,. 1 �.,, 2 3- SIL • S•o- =-�I 'lCy p) I o toW w p o d • • 0'...S`t...C,t Or.%t' SIo°- 2,-3 E 1 00.00 %.,..r. • • ISS ikspmL'C , S NI I T H R. 0 P.:Z> • P SZ.1 u A 'T' E ROA 9 IT IS HEREBY CERTIFIED THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.ANp TI-1R__— MINIMUM •STANDARDS FOR TITLE SURVEYS OF THE' NEW YORK STATE LAND TLTLE ASSOCIATION BOSWELL - FLECHTNER SECTION I BLOCK 3uNF_2c. Mil- DATE ,z®A7E O IATES _ GUARANTEED TO: _,. ASS ......._........,_....,... ...» ._...._.. ._..._ .._.. - I-I{c I' ,TLE GuAvP.KTEG• c oM pAN SovT�{ k L Y CONSULTING ENGINEERS AND miTNEt2,,m w.• rR.w.1.$ 3-. PI-kilt-Am,JR. PROFESSIONAL LAND SURVEYORS COUNTY ?20 JERICHO TPKE. MINEOLA. N. Y. 11501 P1 7-3545 . MEMBER OF NEW YORK STATE LAND TITLE ASSOCIATION S'F F o Ll-•� NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS RECORDS OF: :HARI.ES E. GLASS WALTER P. STEWART APPLICANT JOB NO. 3. S. VAN DER WER•KEN ROBERT CLEMENT SEVLR.N MPRy hLgPoL ,�qne WALTER W. FI_ECHTNER DRAWN BY t CHECKED BY -T 1 0 8 uFFO(,fr''z, Town of Southold Annex 7/31/2014 ���pS, • , °,0t:X 54375 Main Road (ff. , Southold,New York 11971 PRE EXISTING CERTIFICATE OF OCCUPANCY No: 37053 Il.ate: 7/31/2014 T:i I S CERTIFIES that the structure(s)located at: 30 Smith Rd,Peconic SCTM#: 473889 Sec/Block/Lot: 98.-3-39 Subdivision: Filed Map No. Lot No. conforms substantially to the requirements for a built prior to APRIL 9, 1957 pursuant to which CE.'TJHCATE OF OCCUPANCY NUM]BE,'" Z- 37053 dated 7/31/2014 was issued and conforms to all the requriements of the applicable provisions of the law. The occupancy for which this certificate is issued is: seasonal wood frame one family dwelling with carport and accessory storage building with toilet, sinks and outdoor shower.* The certificate is issued to Napolitano, John&Napolitano, Lorraine (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED / *PLEASE SEE ATTACHED INSPECTION REPORT. / Aut . ed S. nature I BUILDING DEPARTMENT TOWN OF SOUTHOLD HOUSING CODE INSPECTION REPO"T LOCATION: 30 Smith Rd,Peconic SUFF.CO.TAX MAP NO.: 98.-3-39 SUBDIVISION: NAME OF OWNER(S): Napolitano,John&Lorraine OCCUPANCY: ADMITTED BY: Richard Abatelli SOURCE OF REQUEST: Napolitano,John&Napolitano,Lorraine DATE: 7/31/2014 DWELLING: #STORIES: 1 #EXITS: 3 FOUNDATION: Wood Piers CELLAR: CRAWL SPACE: BATHROOM(S): 1 TOILET ROOM(S): UTILITY ROOM(S): PORCH TYPE: DECK TYPE: PATIO TYPE: :REEZEWAY: FIREPLACE: 1 GARAGE: DOMESTIC HOTWATER: Yes TYPE HEATER: Electric AIR CONDITIONING: TYPE HEAT: None WARM AIR: HOT WATER: #BEDROOMS: 3 #KITCHENS: 1 BASEMENT TYPE: OTHER: ACCESSORY STRUCTURES: GARAGE,TYPE OF CONST: STORAGE,TYPE OF CONST: 3 rooms with sinks,toilet, outdoor SWIMMING POOL: GUEST,TYPE OF CONST: OTHER: VIOLATIONS: REMARKS: INSPECTED BY: GARYF DATE OF INSPECTION: 7/30/2014 /2/"..�-�l TIME START: 10:00am END: 10:45am PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel:(631)765-4330 Fax:(631)765-4643 August 19, 2014 Southold Town Building Department Main Road Southold, NY 11971 By Hand RE: Mach3, LLC PREMISES: 30 Smith Road, Peconic SCTM: 1000-98-3-39 Dear Damon or Pat: Attached are my letters dated August 11'with photographs and the existing conditions plan, prepared at the time of Gary Fish's inspection, together with my letter dated August 12th with two sworn to affidavits. The first affidavit is executed by John Napolitano, who's family owned this property since June 30th, 1972. The second affidavit is executed by Joan Raia, who's family owned this property since 1959. The structures were purchased by her parents as they appear today. Also attached are copies of the PSEG bills. The one structure is connected on Indian Neck Lane and the second structure is connected on Smith Road. Mr. Napolitano has a folder of utility bills for the separate meters at his home in Williston Park. He is willing to supply this additional proof, if necessary. The preexisting use of this structure as "sleeping , quarters", i.e. habitable space, has been well established and a pre-c.o. been issued. Enclosed is a copy of the pre-c.o. issued 7/31/14. We wish to appeal the determination of the building inspector. The building inspector describes the pre- existing habitable structure as merely an " accessory storage building" with toilet, sinks and outdoor shower. This structure has been habitable space, as sleeping quarters, since prior to zoning and the use has continued to the present day. The habitable use of the structure is a valuable right which we ask to be acknowledged in the pre-c.o. Mr. Fish refuses to revise the pre-c.o. to reflect the habitable use of the 12' x 53' preexisting structure as sleeping quarters, we therefore will submit the clear and unequivocal proof to the Zoning Board of Appeals to protect this use. I was directed to obtain a notice of disapproval. Ve rs, atricia C. Moore cc: Mike Verity, Building Inspector r %,‘3-•,,:41,;\ v\ 4> •' ' hal•y-x 'mom? <'4's S.C.T.M. NO. DISTRICT: 1000 SECTION: 98 BLOCK: 3 LOT(S):39 k'44"°® � `'Y 0 9 ��Istdm'must be in Abandonment of existing sanitary .�Ement Submit ; \,,,,,,/ coanfmrrn ce�aitb departlit req -- J� r � as pr,.: completed form WATER LINE(S) MUST BE INSPECTED BY THE SUFFOLK COUNTY DEPT. OF HEALTH SERVICES. VACANT CALL 852-33-16 48 HOURS IN ADVANCE, f 150' �' TO SCHEDULE iNSPECTION(5). LI.p. U.P. �' —.•—•.—.._.._.._.._.._.._.._.._ , ROAD-r --..-. • s , INDIAN (5° ) NECK �m 4., I X e1 EDGE OF PAVEMENT 16 % EXISTING SANITARY * ‘ TO BE ABANDONED 'm x. AND BACK FILLED WITH �,7"86, 1 •v CLEAN COURSE SAND. ijilik.20"CHERRY •I z x. N 76"04'00" E EL 14.51 EL 14.2 I MON. 12.3' \11 28"PINE O EL 14.5 PROPOSED O G U.P. 1.0'E 0 3-4 BEDROOM SYSTEM O I 1.9'S '"'' 1.250 GAL. SEPTIC TANK = SEASONAL SLEEPING ' ::EXP (2) 8'DIAx6'DEEP,POOLS I QUARTERS WITH NO „ CONC. KITCHEN. w N STOOP ��+ EL 14.5 LOT 1 I N . J w M 1 STY �, '..LP,:,. 8'MIN ,:, LP 12"CEDAR I ZV i- DWELLING ,,,z BLDG. 1 % I v o W/PUBLIC WATER o M BATH co -, 1 Z .-. w J 150' 0,u) OUTDOOR 10'MIN 4 SHOWER FFL 15.6 S.T.: b rrj C) —� O¢. \\ 653 S.F. 1 Q a=o ` 0,8' W EXISTING WATER SERVICE w•v• . 0 Q N - - — Q o W °1 EL 14.4 O cc j 5.3 \11.5'o BAY i , BAY , EL 14.5 / I 0_ <� Erb- 48.3LLI ' � PROPOSED 1 STY FRM. 1 W 0.1'W S n,' L.P. WATER DWELLING j -J tLll.�t7) GAc:08 LINE //30 n,, PROPOSED W I r E - - - - 22'o-EC�; �.. '� U' �''- 1,050 S.F. - PEA GRAVEL ° O I M�� Q INACTIVE WELLFFL 15.8 PARKING AREA (to be abandoned) O W 32.1' �.So O : ELEY. 14.5 O o 17.5' , 2.9' BAY CONC. 0 9.8' EL 14.4-.. ....00,. O WiRfS NI Cn CI I OL LOAM 0.4'7 G 1 421q1.. to. co. D _ 1 B"PINE rR00F/OVER '� I 9.3' i' �‘ CONC.' L SILTY — O 741 W 18"PINE / iI�.► 27.6' Cn SM SAND 2.7' Z EL 15.1 `, / 4A 1,0,..,', \ I MON. EL 14.5 U.P. j6' S1�CKADE 0.5'S 18"PINE MEDIUM d- 18"OAK S 79"37'00" W 103.22' I TO 1 SW COARSE EXISTING SANITARY SAND TO BE ABANDONED 10.9' LOT 3 AND BACK FILLED WITH I DWELLING CLEAN COURSE SAND. W/PUBLIC WATER _- . 150' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES — EL 0.5 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A WATER IN SW MEDIUM . SINGLE FAMILY RESIDENCE AND TO AC COARSE ; - CS10t .J ee w r tf W/ O k/)e4 SAND —17' Ree I ". _,... .- OCT. 21, 2014 .,.7.:.:;,.., . anAnr%,._aired DATE II'��� H.S. EF No.koiz-oor Z K.WOYCHUK LS 0 �eO M 4 , REVISED 04-14-15 v REVISED 02-15-15 NUM _. ....1`,. „ REVISED 02-04-15 1T't THREE YEARS FROM DATh OF APPROVAL REVISED 11 -10-14 ADD PROPOSED SANITARY 10-28-14 AREA: 9,732.16 S.F. OR 0.22 ACRES ELEVATION DATUM: NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUC-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES A T THE TIME OF SURVEY SURVEY OF: LOT 1 CERTIFIED TO: MACH3 LLC; MAP OF: INDIAN NECK PARK ADVOCATES ABSTRACT, INC.; _-` FILED: MAY 27, 1913 AS #551 ' -r ,- STEWART TITLE INSURANE COMPANY; SITUATED AT: PECONIC ' TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design 4...x* ' P.O. Box 153 Aquebogue, New York 11931 .'n FILE # 14-1 17PHONE (631)298-1588 FAX (631) 298-1588 SCALE: 1 "=20' DATE: JULY 30, 201 4 N.Y.S. USC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woych>L?k S.C.T•M• NO. DISTRICT: 1000 SECTION: 98 BLOCK: 3 LOT(S):39 C (�r rr II V/ .1-t7 �I I� L�, AG il 3 2015 , L. CI LI; f;CF( FG:•.. , r SOU]HgLD VACANT cam, —II— U.P. r U.P. '-..-..-..- EDGE ,i/ e OF PAVEMENT 16 I? , :m , 97.86 •c N 76°04'00" E .. I z EL 14.5\ I MON^ EL 14.2 0 . 12.5': ,, I �••• •• � • EL 14.5 0.9'E O j 2.0'S ,. O U.P. SEASONAL SLEEPING cm I QUARTERS WITH NO CONC. j KITCHEN. STOOP EL 14.5 LOT 1 :',v I LP • oo I Q w O ;N1 p 0.7 ;, L.P.GAS I U, Q DWELLING M 1 STM . as.s' o '` BLDG. ': 32.5' � I O Z WZ ;W/HALF;+; • LP C1� -710O W/PUBLIC WATER o,.1 BATH. 0 ► ^ �. w m 150' U OUTDOOR :.'FFL• .15.6 i7 3 D O D SHOWER 27.5' I M 0 W00 il 39.5' n =0 0.6, 21 ' STOOP EXISTING WATER SERVICE w•v. _ •j 0 tNi ce z 5.1 :,1,1.9,'.10 AY I n 1.. i rte{ EL 14.5 ( I �'Cr Fy'"' .,.' ,•. ,„ .,, .,.,. 33.4 0.1 15. 4$,8.:is2:i.: ,; I W ;,,A„•:,:,, !;,'',,,,STY FRM.,••::• I- 0 :'WATER.;, DWELLING = 41 Lu WOOD —� �Ifi;;';UNE 30 N - IL_I O_ ii" DECK c0};. :AFI# :� __ PEA-GRAVEL 10_ �. - �____ WELL: :�,y;t: PARKING AREA ' O O U i 32.2' •• WOOD O 17.2 1:,.,; ,:},`•; .':•:?;.;:•1>;,•;';,':i; ,' '.,.. •, T P M I ELEV. 14.5 3.1; ; T/� 0 '6BAY 111 +;;70.2;: • V1 O o CELLAR —w.,:.'4-:, EL 14.4 °0 I OL LOAM 0.4o N ::,.; ,o WOOD r, ENT. I 0 0 —( .9 5.; co C!) SM SILTYD 2.7' Z °0` I (� MON. EL 15.1 co� ! EL 1-4. I " U.P. 6' S1�CKADE `01.5.s MEDIUM 103.22' METER I �J- S 79 37�00�� W SW TO 7 0.7'S COARSE I SAND 10,9' LOT 3 I DWELLING W/PUBLIC WATER - -- 150° —EL 0.5 WATER IN SW MEDIUM TO COARSE SAND —17' OCT. 21. 2014 K.WOYCHUK LS FINAL SURVEY 07-15-15 REVISED 04-14-15 REVISED 02-15-15 REVISED 02-04-15 REVISED 11-10-14 ADD PROPOSED SANITARY 10-28-14 AREA: 9,732.16 S.F. OR 0.22 ACRES ELEVATION DATUM: NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA TION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICA TED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 1 CERTIFIED TO: MACH3 LLC; MAP OF: INDIAN NECK PARK ADVOCATES ABSTRACT, INC.; FILED: MAY 27, 1913 AS #551 - STEWART TITLE INSURANE COMPANY; SITUATED AT: PECONIC , TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design 4.4„,..&10 P.O. Box 153 Aquebogue, New York 11931 FILE # 14-1 17 SCALE: 1 "-20' DATE: JULY 30, 2014 PHONE (631)298-1588 FAX (631) 298-1588 N.Y,S LISC. NO. 050882 maintaining the records of Robert J. Hennessy do Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 98 BLOCK: 3 LOT(S):39 �� i , .—__ ,-•--- _,_a.� 1• , - i �� ii I r,l f 63� 1149 b11ViH c� '44- ® I Th Lau 0 1 at OCT - 12015 ®�/�'303 — BLDG DEP( -_ • ` TIM,O1-.,I il!I r, VACANT ---0.-- `P' — 150' U.P. • U.P. _.._.._.._.._.._.._.._.._.._. LOAD r.._.._. �s,, INDIAN (50') NECK ;X off• EDGE OF PAVEMENT 16 ` Ia :m I 73 97.86' '• c N 76°04'00" E I z EL 14.5 I MON. EL 14.2 • • :.:..12.5':;;'';;:; 0 I "U.P. EL 14.5 . : 0.9'E b 0 I 2.0'S O • SEASONAL SLEEPING I QUARTERS WITH NO """ "`'' CONC. I KITCHEN. • STOOP EL 14.5 LOT 1 w :;V LP • ocno I w O _ :N_ O I- I Q I-- i0" 1..;;STY . L.P.GAS CD . DWELLING d BLDG. '. 32.5' 46.5' O I ® - v o W/PUBLIC WATER O8 r.1 ::'•WBATHF:f, / LP i .. w-' co 150' Urn OUTDOOR •:FFL 15.6• 35' M D —0-- 1-1- O SHOWER :;'.:;. 27.5' I M o D_ . WO', 0_W o ;0.6 21.5' STOOP 39.5' EXISTING WATER SERVICE pv.6<.w.V. ce z EL 15.0 5.1 0 Li ' ,. 11.9'`° °•Y i -+ ?:;EL 14.5 I 33.4' I CC Q 0.1'W ----X WOOD .,''.48.8'•:,,:,,.,,',,: I Lei DECK 1 STY FRM.`,`::(.., ; • I h•�i Q DWELLING .,.,. — , L+- I� !s:1 FI R w I PEA GRAVEL I � d .,,: ri WELL� LINE •••••.. : •••': '" • WO'OD PARKING AREA 0 17.2' :: :::i„ ,..,':...,3'2.2—' "''':'' u,':..",':;::',''. STOOP t!, ELEV. 14.5 C R 3,1': :a, BAY „ U .'10.2' C LOAM CELLAR �" `w EL 14.4 °0 I OL 0.4 � � N ENT. m:.:�;:,,o WOOD ,..� , '•'•: :. - STOOPI — 0 10 '::: 9.5'.: V2 SILTY -I a ixi SM SAND 2.7' Z EL 15.1 � MON. + EL 14.5 e U.P. .. 6' SCKADE 0.5,s MEDIUM ' METER I SW d- S 79 37�00�� W 103.22 COARSE T TO 0.7'S I -4 - -, SAND 10.9' I LOT 3 -- - 1 I SUFFOLK COUNTY DEPART64IENT OF HEALTH SE":VICES DWELLING APPROVAL OF CONSTRUCTED WORKS FOR W/PUBLIC WATER ; A SINGLE FAMILY RESIDENCE AND 150' —EL 0.5 , Aeasa�o>7•`I Bras PId&C >a`r+e ti N,o 1-c,v-c.s-►a N WATER IN I •� { (j SW MEDIUM Date I5 H.S.(Ref,No.Rt®—PS— ,V'` TO COARSE The sewage dicrGsal and water supply ffaditles at this location have been SAND inspected and/or certified by this d pa�rla®rat or other agencies and fowl to j —17' satisfactorybe FOR T TAL : �'Q�M OF j 5EORO®IIIJS. OCT. 21, 2014 - _ t K.WOYCHUK LS r C"' ' � -- Welter J.Hilbert,POE., ,.;1- Office of WasteWetOr M61I 8ft--rn-itt_ . .. — _ , REVISED WATER LINE LOC. 09-28-15 FINAL SURVEY 07-15-15 AREA: 9,732.16 S.F. OR 0.22 ACRES ELEVATION DATUM: NAVD88 UNAUTHORIZED AL TERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT IN TENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 1 CERTIFIED TO: MACH3 LLC; MAP OF: INDIAN NECK PARK ADVOCATES ABSTRACT, INC.; FILED: MAY 27, 1913 AS #551 .. STEWART TITLE INSURANE COMPANY; I- SITUATED AT: PECONIC TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK ` Professional Land Surveying and Design .g.,....4,frf, Poydie P.O. Box 153 Aquebogue, New York 11931 ' FILE # 14-117 SCALE: 1 "-20' DATE: JULY 30, 2014 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. L/SC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk 3sa "" s,--, . ., _ , , , , . , _ . , , ,.,_ . , ____ ,, r _ _ .:dam" �?+.r __ , . ,Y �m+c�.-.w..esy`'4 ,),,, -....---„,‘ ,..,„, --„,,, 5 ii, 191-c-r-E4 12-ray% Tv ¢ � `r mac,C-1`0 v 00 0 j NEN 20019EADER I e V4f 5 I M IP-c®NEW (2);�8 HEADER (rye.) 52 II AT 60 WINDOI S,[wTYP)` � _,�._ ___. .-�, 4._O.. 4._O.. 8"-1-IQ -V-2" �i_�,. I I._g•, 4 i 4'-14" / I AWiYINEa AWNING I FIXED WINDOW � AWNING AWNING x 36 24 x 36 60 x 12" I_ 24" x 36" 24" x 36" '7//////Zd: MY AEi' ;:11IIIM;:;=,,:r -. /Al-- -- 4111 .7:j:U �/7� /A ;i : ///////////���////o/AH i:..f/////, _____ ////1 LA RELOCATE EXIST'G DR I • I ;a.' _ C'S NENSLIDING182'6 'BARN' DR `� • - W i �I �C cl.�) i 1 , —1(N G, PTD CONCRETE P.R. IN — ET EAR -s 1 r r 1 i (N OUTDOO /, PTD CON I®; REG ROOM % ✓ 5 GPINC C�2 R ` " SINK Ga GLG —I� { �-- % / .9 �0 T �' PAINED GONGRETE� ;� . /GL05ET j PAI CONCRETE i �' _ / % i - i DBL HUNG r• i ' �NEfWAtI� T® t,.� _ ' �4 �. ____ m r ... ® ® I 4 x' ROOF ABOVE ; iittl=,_,„ I EXIST'S WALL TO '4. r r - m1�Y = %' iailk ' REF I h-22 -4" REMAIN r:17,2,....5"i `Q II-0 'II di N 48"x86 rl AO%iiaWiiiiiuiiiuiAi it ` MI ``� tf i s '' ' 4.05E I j ', 2 �;', 2 N DECK/ a1 MUD RM/HALL p 116 ��IN I'Kir _ .- NEW SLIDING 'BARN' DR fi�`' / \ ANEW WALLS UPTO d�� i N X PTD GONG.iN tom- - 32"X 82" �� _ COLLA TICS i -' i 1 1 i ''I/// /// —i_ m I a i ' 30'X80"\'`,.. N I 1 / / / / /.�dI I...,, r ;, ..7 : ;i ' .d f( � � _.�� -- ---_ 'mss' !��:.c�•r / /_ .''_: /, ,� AWNING ' S. O,_ 5 -10- f 4 7�_0�� 24' x 36" -j'_2�� ` 24,xN36' ;.l a' 24",x G, "1'-I I AWNING 4�_q4 q 1I 24 x3 -4 24" x36 q __ 84"X36" GONG. LANDING NEW 2X8 HEADER NEW (2) 2X4 HEADER REV SES GO TTAS9 ��A\ AT 60', WINDOWS.(TYP) AT 30' WINDOWS (TTP) ' SCALE: 1/L' _ 11 O A - . f ...% '''''', .. , .rt. ..- rtlito,. .. -,,, ,,,,,.,,,), , ...* _. A A.: i 74.,:=';'''`.'- • 4. 43 a S Kel 7+4 re'P°' 10 E V - i . C -...., ....- - P.F-, 1 Ic...) IQ if . • ,,_ _ • tv�.., .vs pis.. . . , . , ._ _. ___ — c!,S_� V .. .. . • ,. 1 CE: 4 GENERAL NOTES: PROJECT SPECIFICATIONS FOOTINGS AND FOUNDATIONS BRACING GENERAL NOTES I. SOIL TESTS OR BORINGS HAVE NOT BEEN SUPPLIED TO THE ALL NEW CONSTRUCTION WORK MUST I. ALL WORK PERFORMED SHALL COMPLY WITH BUILDING AND ZONING ENGINEER. FOOTINGS HAVE BEEN DESIGNED FOR ONE AND HALF(I.5) ALL MASONRY AND FRAME WALLS SHALL BE ADEQUATELY BRACED AND SHORED I RVATE ORDINANCES OF THE PECONIG TOWN OF SOUTHHOLD SUFFOLK STY. N.Y. TON PER SQUARE FOOT BEARING CAPACITY. SOIL SHALL BE VERIFIED DURING CONSTRUCTION UNTIL FULLY AND PROPERLY TIED BACK AND CURED. COMPLY WITH LATEST (2010) RESIDENTIAL GODS OF AND/OR OWNER SHALL ASSUME ALL RESPONSIBILITY FOR ANY FAILURE FOLLOW CODE REQUIREMENTS AND GOOD CONSTRUCTION PRACTICES FOR THE RESIDENTIAL CODE OF N.Y., NYS EXISTING BUILDING AND ENERGY CODES IN THE BUILDING DUE TO SOIL CONDITION. RE S I E \ NEW YORK STATE AND NYS EXISTING BUILDING GODS. SAME, AND ANY OTHER LOCAL, STATE AND FEDERAL APPL I CABLE CODES 4 LAWS. 2. ALL FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH OR ROCK. 2.CONTRACTORS) TO SUPPLY ALL MATERIALS, FIXTURES EQUIPMENT FOOTINGS SHALL REST A MINIMUM OF ONE (I) FOOT BELOW EXISTING I. PER SECTION R313, GC TO INSTALL SMOKE ALARMS AND LABOR NECESSARY TO PERFORM $ COMPLETE WORK NOTED GRADE AND NOT LESS THAN THREE AND HALF(3.5) FEET BELOW FLASHING AND CAULKING ELECTRICAL AND CARBON MONOXIDE DETECTO'R(S) FOR THE ENTIRE HOUSE ON PLANS AND AS OTHERWISE REQUIRED. ALL MATERIALS TO BE PROPOSED OR EXTERIOR GRADE. 3. ALL CONCRETE FOR FOOTING SHALL BE STONE AGGREGATE WITH A dNSP�'CT°'ION PEOVRED NEW AND FREE FROM DEFECTS UNLESS OTHERWISE NOTED. ALL MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS, AND FLASH AROUND CHIMNEY, VENT STACKS, ALL ROOF PENETRATIONS AND AS REQUIRED FOR NEW CONSTRUCTION. SMOKE ALARMS WORK TO BE PERFORMED IN A COMPETENT WORKMANLIKE FASHION SHALL CONFORM TO ACI-3I8-63 CODE. WHEREVER ELSE REQUIRED WITH ALUMINUM, LAPPING ALL FLASHINGS AT SHALL BE INTERCONNECTED AND WIRED AND LOCATED IN ACCEPTABLE W/ MODERN PRACTICES. DO NOT SUBSTITUTE 4. REINFORCING STEEL TO BE ASTM A-615 DEFORMED PER ASTM A-305 LEAST 6". ALL VALLEYS AND ROOF INTERSECTIONS WITH WALLS SHALL 30 SMITH ROAD EACH SLEEPING ROOM, OUTSIDE / IN VICINITY OF SLEEPING ROOMS, MATERIALS, EQUIPMENT OR METHODS WITHOUT WRITTEN APPROVAL AND WI REMESH AS PER ASTM A-185. ALSO HAVE ALUMINUM FLASHINGS. ;PROVIDE FLASHINGS ABOVE DOORS, P G O N I G FROM THIS OFFICE OR THE OWNER. 5. CONTRACTOR MUST ALSO FOLLOW ALL REQUIREMENTS FOR WINDOWS AND LOUVERS AND ALL OTHER OPENINGS. CAULK ALL EXTERIOR , NY I I Gi5 8 AND ONE PER STORY (BUT NOT CRAWL SPACE OR NON-HABITABLE3 ALL CONTRACTORS TO BE RESPONSIBLE FOR: ALL APPLICABLE PREPARATION, CLEARING, PROOF ROLLING, FILL PLACEMENT JOINTS. BUILDING SHALL BE GUARANTEED FULLY WATERTIGHT. ATTIC). CARBON MONOXIDE DETECTOR TO BE INSTALLED WITHIN LAWS AND CODES RELATING TO THEIR TRADE AND REPORT ANY RECOMMENDED BY A REPORT ON SOIL AND FOUNDATION DISCREPANCIES TO THE ENGINEER AND/OR OWNER. INVESTIGATION. 15 FEET OF EACH SLEEPING ROOM AND AT FLOOR WITH A CO SOURCE. 4•CONTRACTOR OR ANY SUBCONTRACTORS PERFORMING ANY WORK 6. FOOTINGS ARE TO REST ON FIRM NATURAL SOIL AND/OR NEWLY COMPACTED LOAD BEARING FILL FREE OF ORGANIC MATERIALS, OR ,-','-:-:-... 1-1 :,5 t E JO MACHINIST ON TH15 PROJECT OR UNDER THIS CONTRACT SHALL CARRY CLEAN FILL PLACED IN LAYERS AND COMPACTED IN STRIC , ` " `�b A R C H I T E C T LIABILITY $ PROPERTY DAMAGE INSURANCE AGAINST ACCIDENTS ' -�-• /� Ips" E.P.f;.1.-31t-2. - - ACCORDANCE 2. ALL NEW MECHANICAL, PLUMBING, ELECTRICAL AND OF ALL KINDS AND SHALL PROVIDE OWNER WITH CERTIFICATES OF _�� WITH REQUIREMENTS. 502 Piermont Ave, Piermont NY 10968 (212) 355.7171 SAID INSURANCE. ALL CONTRACTORS TO CARRY P.I.P. INSURANCE. 1. ALL FILL SHALL BE COMPACTED WITH SOIL COMPACTION EQUIPMENT .L/;,. ., 57/,,.t,'E, I: A STRUCTURAL WORK SHALL COMPLY WITH THE APPLICABLE =�� �; �Li, � ��� �,RTry��=NT AT ARCHITECT 15 NOT RESPONSIBLE FOR ANY INJURIES ON PROJECT SITE, RATHER THAN BY HAND TAMPING (EXCEPT AROUND PIPES, ETC.). < .�. 3��;. �-;� 4 PM FOR THE SECTIONS OF THIS CODE. NOR 15 LIABLE FOR ANY LABOR LAWS OF SECTION 240 $ 241. S. THE THICKNESS OF FILL LAYERS PLACED SHALL BE COMPATIBLE WITH c' N S: COV::r�� ,= `r` "I TI-1 ALL�'�':',�,..� I,;; �Er_.�10�t:�. � f-,�..! CODES OF ',. D/,7.10 - TVA-) REQU'Rr. , NEW YORK STAT s & TOWN CODES THEOFCOMPACTION EQUIPMENT USED. ��-� 5. CONTRACTOR TO BE RESPONSIBLE FOR CHECKING ALL q. THE ATTAINMENT OF SPECIFIED DENSITIES SHALL BE VERIFIED BY • '��' ��'`������-L CONCRETE AS REQUIRED AND 3. PER SECTION 8303, ALL HABITABLE ROOMS SHALL HAVE AN DIMENSIONS ON PLANS AGAINST FIELD CONDITIONS PRIOR TO R CONDITIONS OF AGGREGATE GLAZING AREA OF NOT LESS THAN 8% OF FLOOR AREA. CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES FIELD DENSITY TESTS MADE BY AN INDEPENDENT TESTING PLUMBINGA ..':.ULATION �z��'�____ SOUTHOLD TOWN EA TO ARCHITECT. LABORATORY ON EACH LAYER OF MATERIAL COMPACTED. ONE TEST ;=>',A.L - CONSTRUCTION MUST NATURAL VENTILATION - OPENINGS SHALL BE 4% OF FLOOR AREA. 6. ARCHITECT 15 NOT RESPONSIBLE FOR ANY EXISTING CONDITIONS PER 5000 50. FT. OF SURFACE AREA SHALL BE MADE ON EACH LAYER ('OMP h�i '� OARD COMPLETE, LE i R OR C.O. WITHIN THE BUILDING. 'H. CONST;;SUCTION SHALL MEET THE ____.,,._.. S^ �, T . STEES AND/OR ANY UNFORESEEN PROBLEMS PRIOR TO THE RENOVATION, )U,3EENTS Or THE CODES OF NEW 4. PER SECTION 8303.3, ALL BATHROOMS SHALL HAVE MIN. 3 SQ FT NEW CONSTRUCTION. ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY 10. SUBCONTRACTOR HAS TO CONTACT ENGINEER IF DISSIMILAR MATERIAL 3K sTATE. NOT RESPONSIBLE FOR __ ------ 1�.' "-, NEW CONSTRUCTION, DEMOLITION, OPERATIONS AND METHODS. (l.e. ROCK OR SOIL) ENCOUNTERED DURING FOUNDATION EXCAVATION. 1 DESIGN OR CONSTRUCTION ERRORS. GLAZING AREA AND MIN. ONE-HALF MUST BE OPENABLE. 7. GONTRAGTOR(S) TO COMPLY WITH ALL OSHA AND ALL OTHER SAFETY I I. THE FOLLOWING CONCRETE COVER SHALL BE PROVIDED, U.N.O: OCCUPANCY O r� REQUIREMENTS. CONTRACTORS) TO FAMILIARIZE THEMSELVES WITH - CONCRETE CAST AGAINST 4 PERMANENTLY EXPOSED TO EARTH: 3"; 5. PER SECTION 8310, EMERGENCY ESCAPE AND RESCUE OPENING: EXISTING CONDITIONS. ALL DIMENSIONS $ CONDITIONS TO BE FIELD - CONCRETE EXPOSED TO EARTH/ WEATHER: 2"; USE IS UNLAWFUL EVERY SLEEPING ROOM SHALL HAVE E.E.R.O. OF MINIMUM 5.7 SQ FT OF VERIFIED. MATCH ALL EXISTING MATERIALS, DIMENSIONS AND CONDITIONS GROUND: NOT EEXPOSED TO WEATHER OR IN CONTACT W/ WITHOUT CERTIFICATE AS THEY MAY APPLY. NET CLEAR OPENING WITH MIN. 24" HT AND 20" WIDTH. 8. PROJECT SITE TO BE LEFT HAZARD FREE AT END OF EACH WORK CARPENTRY OF OCCUPANCol`ai�e��" DAY. PRIOR TO COMPLETION OF EACH TRADE AND PROJECT As,\sltRED aR-'Ii, 5. THE MEANS OF EGRESS IN WORK AREAS SHALL COMPLY COMPLETION, REMOVE FROM SITE ALL TOOLS EXCESS MATERIAL I. ALL STRUCTURAL WOODWORK SHALL COMPLY WITH NATIONAL LUMBER ` * ° 1. �`� AND DEBRIS RESULTING FROM THIS CONSTRUCTION. REMOVAL OF MANUFACTURER'S ASSOCIATION AND WESTERN WOOD PRODUCTS st : r4,$9'� WITH THE REQUIREMENTS OF SECTION R3II. NEW STAIRS, HANDRAILS DEBRIS TO BE IN CONFORMANCE WITH ALL LOCAL, STATE AND ASSOCIATION STANDARDS AND PRACTICES. '`,,V FEDERAL LAWS. YARD TO BE RAKED AND SEEDED. s AND GUARDS SHALL COMPLY WITH SECTIONS 8311.5 AND 312, RESPECTIVELY. 2. ALL SILLS RESTING ON MASONRY OR CONCRETE SHALL BE PRESSURE = tib• oto '�� TREATED. -- of Tiff<. *�. ASSEMBLIES, ETC. TO BE HANDLED AND INSTALLED IN STRICT '`''f,".-` . •-.''i 6. THE G.G. (CONTRACTOR) IS RESPONSIBLE FOR OBTAINING ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. 3. ALL FRAMING LUMBER SHALL MBDOUGLAS FIR # 2 OR APPROVED ALL REQUIRED PERMITS, AND UPDATED CERTIFICATE OF OCCUPANCY. WHERE SPECIFIC MANUFACTURED PRODUCTS ARE INDICATED, NO EQUAL. FB = 1,450 MINIMUM BENDING STRESS E = 1,100,000 PSI MINIMUM STRENGTH SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN NOTICE FROM 4. ALL STUDS SHALL BE DOUGLAS FIR # 2 WITH A MINIMUM E- OWNER AND ARCHITECT PRIOR TO PURCHASE AND/OR INSTALLATION. 1,210,000 PSI. FC GREATER THAN 520, WITH BRIDGING AT MID- HEIGHT ON WALLS OVER 8'-O" HIGH OR FOR STUD WALLS IN BUILDINGS THREE (3) STORIES HIGH. 5. WOOD BRIDGING SHALL BE PROVIDED FOR ALL JOISTS AND SHALL BE 5/4" X 3" CROSS BRIDGING WITH MAXIMUM 8'-O" SPACING BETIAIEEN ROWS. 6. DOUBLE WOOD JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO DIRECTION OF JOISTS. VENT RISER I 1. FIRESTOP ALL INTERIOR FRAMING AND OVERHANGS WHERE AND AS THRU ROOF REQUIRED BY CODE. D. WHERE JOISTS AND BEAMS FRAME FLUSH, PROVIDE TECO OR EQUAL ROOF LINE STEEL HANGERS AND CONNECTORS FOR SUPPORT. q. PROVIDE A RIDGE 2" LARGER THAN RAFTERS; PROVIDE 2" X 6" CO COLLAR BEAMS 32" O.G. FOR ALL RAFTERS UNLESS OTHERWISE NNOTED. 10. PROVIDE MINIMUM 2 - 2" X 4" POSTS EACH SIDE OF ALL OPENINGS. PROVIDE 3 - 2" X 4" POSTS EACH SIDE OF HEADERS OR BEAMS OVER 2 • -_ 1 FEET SPAN. II _ II. ALL OPENINGS IN WOOD FRAME CONSTRUCTION 6 FEET AND SMALLER 3" SHALL HAVE 2 - 2" X 10" HEADER UNLESS OTHERWISE NOTED. ALL 5 12. I . 14 I55UED FOR BLDG PERMIT REVIEW 0 O LARGER OPENINGS SHALL HAVE 2 - 2" X 12" HEADERS UNLESS OTHERWISE NOTED. 2 II. 15. 14 I55UED FOR ZBA REVIEW \ 2„ 2" /2" 12. SILLS SHALL BE 2 - 2" X 4" OR A5 OTHERWISE INDICATED, WITH I 11. 01. 14 I55UED FOR REVIEW - / TERMITE SHIELD, SET ON 1/2" SILL SEALER INSULATION. SILLS OUTDOOR BATH #I \I (/ SHALL BE ANCHORED TO MASONRY WITH 1/2" DIAMETER X 16" STEEL ISSUES AND REVISIONS: SHOWER IKITGHENETTE ANCHOR BOLTS MAXIMUM 8-O O.C. INSTALL SHUT-OFFS 1.5" ( 11.5" CIOTASE AND DRAINS TO WINTERIZE I L+Vj AGGESSORY HAB I TABLE ALL SUPPLIES SINK OUTDOOR NEI 1'S" 1.5 3o SMITH ROAD SEASONAL BARRAGKS SHOWER ti FIRST FLOOR SECTION: c18SLEEPING QUARTERS 2„ 3" 3"2 1.5" 1.5'• 3„ BLOCK: 3 ___ LOT: TT HOUSETRAP/CLEANOUT �� -- 2" CO 3" 4" CRAWL SPADE GENERAL NOTES TAE3LE RSO I .2(I) I I�� 4" L SET CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DRAIN LINE TO NEW SEPTIC TANK AND SEEPING PITS -A014h---N JOB NO.: DWG, NO. GROUND SNOW WIND SPEED (m h; SEISMIC DESIGN SUBJECT TO DAMAGE FROM ICE BARRIER FLOOD HAZARD \� LOAD p CATEGORY WEATHERING FROST LINE TERMITE UNDER- LAYMENT DATE: _ rDMFTN REQUIRED 06. 00. 14 30 100 mph G YES 36" YES YES NO* SCALE: AS NOTED T1 A. \EA F, , i \/51 \S ISES D ASA N.T.S. KB -LF DRAWING BY: * - ALL NEW CONSTRUCTION ABOVE GRADE ELEVATION 8.0, FLOOD PLAIN. RIVAT-7-----S,C.T.M, Kt OI�TRI�DISTRICT: MOSECT1QN; fps BL�}GI�: .� LOT(S):.3� I F''' Vr Ips 1 \G ..._______=__ -___ 00 %la„ ROOF AREA &50 . FT. U.R. 30 SMITH ROAD �`�IL T M. . "I"FFFF RUNOFF: 110 DLI. Fi'. 410 ' GON I C. NY 11°158 l Ni..,, INDIAN (5°' NECKROAD �' DE (1) 81 DLR. 6' DEEP .: LL5 t.� EDGE OF PAVEMENT JO MACHINIST ARCHITECT t ; w LLS IT . FT. %- _ SO2 Piermont Ave, Piermont NY 10968 (212) 355.71'71 -ice 5• e• Dt1ERfi't' '� ' . EL .� 76.04 oO : !' ` 'ile1D BE 1� fait MD •' �'1<< O CI 2813INE ❑❑ ' DIA. MTL E17kE5`3 `.. 1111VVI-I1*.. ` 32'.3' dii a 2,5,,$ ❑❑ W/PEA GRAVEL-TYP v u_P. T 0 1.9 ' El❑ Y "t ❑❑ SO PAVERS SET IN GRASS ❑E W/PEA GRAVEL BED a 0 R .. NEN HAUNGHED GONG. SLAB P tt °°°°°°°° E3LOJAI THE EXISTINGCOTTA 0 AGGESSORY, HABITABLE, 0 1sTy FF N Elat s I 0 T 1 I 0-4 SEASONAL BARRACKS - Q F �j. Sc�IwAORD TZ °° o PO SLEEPING oUPRTERS ❑❑ °MHO CCM �� HaWER ❑❑ W_ 'ENTER !MACE WN. a HOT I= "1f P. 31.5' I MY EL 25.8 • 7 ' � LP. .� 1 sir FRA. 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GUMMY= fih.MATEO AIIEREEV SPAU Rc.'I MIL Y Ti, THE PERSVY FOR WM THE SURkEr' /S P)PAR) 0 I xis BEHAIF TO RE 7TTLE COMPANY, 00 ME TAL ACENCY AND LOMNO &N 7?7WT7OV 1LI1L tatalti.01014 woloritribitif rtita Wawa ledql ' LIS= MOZGOA AND TO TT,tiE ASSIGNEES OF ME LENDING MISTTtITdk MORN= ARE NOT TRANSL€RA 'Q=MEW t'IND TIS ThE OFFSETS Ct9 Th Et,'SMS 5ri'O1iN HEREON FROM ??IE PRC#E-RD'LAVES TO. THE STiROCTIRES ARE R"R A SPEC t7C PURPOSE AND USE THEREFORE THEY ARE =CM r$i MI MS /11AZ NOT,IJV TE7 II W TyMiNIENT rftE PRORERT'' CAVES Ol" rQ GUDE T-" ERECTION Of FENC. Aalh'Tct1GlL SiTiVciruzEs afi' AVO 07t1E1? tiMR4O1u UENFS• EASEMENTS CCIDWIMT010 MIAA10e11:31.170:71/17 WWI=DP 18 MHZ 312 ' MEM? S[J85TA PAS STRUOTVRES RECEMED OR tiNearROED ARE NT C•YIARAfJTFM UNLESS PHYSYCALLY EI80ENT ON THE FREW= AT THE Tfi1f1E df 51IWien' SURVEY OF; LO'T' 1 CERTIFIED TO; 14C1-13 LLC: ti 31 MAP OF: INDIAN NECK PARK ADVOCATES ABSTRACT, INC.; Al711AJL L f�JLO�I' 1.' '33� '�, ,� 01.1181441� 11,;,;�.1 1�%�'•�+ E> �Ifff I AN FILED; MAY 27. 19 13 AS #551 STEWART TITLE INSURANE COMPANY; MN ICVEMMUS3 t!THE 10115CE HE FIUMMIJOE7 01,1M 2 II. 15. 14 I55UED FOR ZEA REVIEW siTuATEa AT: PECONIC Tow OR SiOIJTHOLD KENNETH iETH M WOW= LAND LTR'4'EyINc PIMdIS111-01a1X1 LS COMM TC14.11,110AD II MEWL I II. 01. 14 ISSUED FOR REVIEW Wy. C7=VIM Peg WI=7A3373131315 SUFFOLK COUNTY, NEW YORK Ail* arell Profeneianal Land Surveying and Deakin n TI' L; PEIP.O. Dox 16 �4gnebotua, ?+T York 11 31 ISSUES AND REVISIONS: FILE1 -11 ; 1 "-20' o.0.TL JULY .30, 2�d1 RIME (asiyelle-iaaa Fm on) el-ltd .V.S. USC f4A0, 050882 331,..INImiaina 4L. nvvrva■ 4!Polb,at 7. 8.asy..a & IG®.th ]r. 1r.gokula 1 COTTAGE r L _ .... ..„, EXISTING SITE FLAN w �� ®, - ACCESSORY, HAITASLE, SCALE: I " =20' -. . 71. SEASONAL SEASONAL 5ARRAGKS .i.-.. 1 reEn Ir l', SLEEPING QUARTERS ,17• f--� ,. .iw r I•� , k SITE FLAN AND LOCIATION FLAN .® !.�,.rit i .Vr". K. FILING SET . • $ .• f JOB NO.: DWG. NO. •-:4 DATE: •`� ° 06. 00. 14 L I SCALE: s p 1 .4 OCA'°�I ION FLAN AS NOTED NTS DRAWING BY: KB -LF b Ur r � �RVATE O I u 0 GENERAL NOTES: AGGESSORY STRUCTURE _ -- N G - I. REMOVE ALL INTERIOR MALLS NOT INDICATED R�-----' S D - NEW (2 2X6 HEADER NEW (2� 2X8 HEADER TO REMAIN. TEMP BRACE EX. ROOF AND WALL STRUCTURE. AT 42 DOORS =I AT 60WINDOWS (TYP) 2. INSERT NEW STEEL BEAMS IN LINE WITH EX. FLOOR FRAMING. -0 y ap -0 k --i y -o _I y REMOVE EX. FLOOR FRAMING; INSTALL NEW CONCRETE HAUNCH NG SLAB PER DETAILS; SECURE EXISTING BLDG STRUCTURE TO NEW a : O_ SLAB PER DETAILS. 1 tNF IN130 MING` a�� _ _ i 50 I50 ONOWN I SQ�g _ 60 ED E NDO I iF AWNING SQ .1 �N.ANN lsa i ` t J �, � RELOCATE EXIST D �� /' = LAV = 3. REMOVE ALL INTERIOR GYPSUM BOARD ON G NEW SLIDING 'BARN' DR 5O SMITH ROAD - 34°x 82"--. 2,4_ _�� WALLS AND CEILINGS. VERIFY EX. FRAMING INTEGRITY. CNI 4. REMOVE ALL FLAT CEILINGS AND GLO FRAMING. SN W STORAGE _ P.R.— IN WET BAR " PTD CONCRETE G.TILE FEGON I G NY 11°158 /OUTDO° \ ; _ , GB GLG =IC,� REG ROOM SLEEPING OTRS �.- 5. SISTER NEW 2X8 ROOF FRAMING TO EXISTING „ " WOOD FLOORING PAINTED CLOSET WOOD FLOORING FAINTED / T T I -� r; % - DBL HUNG FRAMING; INSTALL NEW 2X8 X48"OG COLLAR TIES - • -� - I ! 30"xis" @ q6 AFF. SECURE TO MALLS W HURRICANE H _ -� -� " 6 ATTACH TO NEW RIDGE BM W/ LRU28 HANGERSTBYSIMPSON. iROOF ABOVE - EX15T'G WALL TO " n� NEW WALLS TO " \ REF —22'-4" REMAIN ,D1-51'L Lf) �2 ° JO MACHINIST _ �, L.GL ► 1/2" THICK INSTALL DECK 6.. F - — 6. NEW GYPSUM BOARD TO BE " -- ' ■■ 1- 1l - Bina ;CLOSET :� , _I� A R C H I T E C T onahaDUROGK AT ALL NET AREAS. MUD RM/HALL- :moo o'. = NEW SLIDING 'BARN' DR II NEW WALLS UPTO (NI GREENBOARD IN ALL BATHROOvfS AND WET BAR BAGKSPLASH. 502 Piermont Ave, Piermont NY 10968 (212) 355-7171 1 - 34 X b2 COLLAR TIES �itr �■ cry ■■■■■_ � 1 ALL MALLS OVER 8 FT TALL SHALL HAVE MID BRIDGING. fl „ ,,i ,i14�i�, �i ��,::-,. ,.,:..,-.,1:$. _n1§`! ----- - -----rg, ,r „ / -- - --Ir - __ -- AN-- i. ,i-- -- /;,'. i:� vg .toy- ..05 . ,i„ - , . AND G 3a'xao' 3 "xao' 8 EXTERIOR CEDAR CLAPBOARD SIDING TO REMAIN; PATCH AWNING AWNING AWNING �' AWN ¢ AWNING REPAIRAT ALL DISTURBED AREAS AND DAMAGED AREAS. Do• 5 NEW WINDOW AND DOOR TRIM TO MATCH ADJ DWELLING, =IO.. '-1" 30' 50 6'ap" 30" 50 6'_o" 3o" 5aa --7" o'-o" 30" 7 50 '=I" 30' 5Q 41- o�� i __A�_ ���� 84"X36" GONG. LANDING NEW (2� 2X8 HEADER NEW (21 2X4 HEADER '=;1. ALL NEV WINDOWS ARE SERIES 400, BY ANDERSEN REV SED �O�T AT 60 WINDOWS (TYP) AT 30' WINDOWS (MP) LOW-E4, INSULATED GLAZING, U-VALUE 032 (ENERGY STAR); IN TYPES � AS SHOWN ON DRAWINGS, INCLUDING AWNING, DOUBLE-HUNG, SCALE: I/L" g I '-0" ea_ FIXED, AND FRENCH DOOR INSWING. -.AI 10. MECHANICAL SYSTEM: NONE; EXCEPT EXHAUST FAN AT POLDER RM. II. PROVIDE AND INSTALL PANASONIC WHISPER SERIES EXHAUST FAN IN POWDER ROOM, EXHAUST THROUGH ROOF; SIZE PER ROOM. 12. PROVIDE AND INSTALL EARN CELLAR DOOR HARDWARE AT EARN DOORS, SARNDOORS AND HARDWARE, COMPLETE PKG, 888-clOq-6546, �✓ 13. PROVIDE AND INSTALL OMNIA DOOR HARDWARE AT ALL SWING DOORS .01 ° (INTERIOR), SATIN GHRO V E, 2-3/8" BAGKSET ^ �•,`otiG\sz ` , ARCH�4,,i, r ``. o�,MACy,L FCS Z STA • LW -JIMEIMINEEN21111111112111§11111111% 1 E . _. m Tvi4' 'r Q) 1I) 1�) 1I) i�� �• 01462 �`. °°� STORAGE • e '4z� oacs • PTD CONCRETE Q l A // Dri ���,, TyF STASH��°�°°° SNOW - or .. S fr .% �_ _ � WET BA ,, ,, '�� ,►,► ,,,• /OUTDOO- � ,��� GLB•CLG HT q0" Q" REG ROOM I SLEE'ING ROO � NEW 2X10 RIDGE BEAM ®p w C 1W/ RAFTER HANGERS SISTER NEW 2X8 RAFTERS �� �'`� --• _42, ILI TO EXIST FRAMING OU \km -J r AN SII Q FAN �'E ' FA1V III W/LTG TG W/LT- 7. 155NN54 IV r 'r11111 (') I hI - I U�gm � INSTALL WAINSGOTT II P �� sDBOARDS ON EXIST'G11) ROOF FRAMINC. MUD RM/HAL A • � , \ 1 .4V � IIIIII 111) 1 ► NEW HEADER AT NEW�` o WINDOW LOCATIONS 111: -�., ►'% LAR TIES 4' O.G. AN17MIN.RE `� SE RC NEW 2X4 TOP PLATES AS REQUIRED WINDOIAI HEAD TOLEVEL ROOFSTRUCTURE; INSTALL SCALE: I/L = I -0HURRICANECLIPS AT EACH RAFTER NEWWAI NSGOTPLYWOOD INTERIOR" BOLT EXIST'G WALL STRUCTURE TO 3 12, 19. 14 ISSUED EOR BLDG PERMIT REVIEW i4a % EWSILL PLAND CMU @ 6'-O" O.G. 2 II, 15. 14 ISSUED FOR ZBA REVIEW EW2X4 AGG SLL PLATE, TERMITE I II. 01. 14 ISSUED FOR REVIEW HIELD ANDFOAM SILL SEAL ON NEW" X4" CMUFILLED SOLID, DOWEL ISSUES AND REVISIONS: NTO SLAB AT 6'-O" O.G. 9I'F' // 7 , 4 " , ° ° . .. . .....o..• .....I........:•:. . � . .... .. ...... , . g� g-‘7,8,,(� g�,,(� qP- g�(� W,W,aQO(�,wQO�,�ag (�,�,ag i aQo l V •;' O T A ._ 11 ° ° ����� pc,(�04_,,,,,,„„ 04_,„ 00c,„,„00,`d �0.0,0 Or)--.0 Or)-0 0c)(1`3Oo ,Oi-)_o 0c)0(4, '. N • �,���� •�•X •a • 20 -1�I-III I�►- AGG550RYA�ITA � 3r`- i. =1111 111II 11 NEV POURED 4" THK CONC. SLAB WITH 18" SEASONAL ARRAGKS =III=III II. N NEW 2X10 RIDGE BEAM - I- I I—I HAUNCHES AT THE PERIMETER ON VAPOR EXISTING § W/ RAFTER HAN6ER5 -1 11=1111 111= �' _-III„I I I E 111_ BARRIER ON 3" PERIMATE INSULN BD ON SLEEPING QUARTERS ROOF I GRAVEL. IIIII� (1 I (2) #5 RE-BARS, CONT. W/MIN 3" Ilro CLEARANCE INSTALL TEMP STEEL HOIST BEAMS FLANS, DETAILS d I THROUGH EXISTING BLDG STRUCTURE, — — — N g _J RAISE STRUCTURE, HAND EXCAVATE FOR FILING SET N NEW GONG HAUNCH SLAB; REMOVE ALL ROTTED AND JOB NO.: DWG, NO. REV SES R00-- �, � eth _ -�` CROSS = SEC O T-- DATE: SCALE: 1/4 - -0 �® 06. 00. 14 SCALE : /2 II = I I-O II SCALE: L1A A5 NOTED DRAWING B": KB -LF FR VAT' REPAIR ROOF SHEATHING AS REQUIRED, NEW ROOFING AND NEW DECORATIVE REPAIR ROOF SHEATHING A5 R ____...— s G __..___- REPLACE DAMAGED TRIM TRIM REQUIRED, NEW ROOFING AND REPLACE DAMAGED TRIM •l / NEW WINDOW iliA1111411kkho jib 30 YR ARCH'L ASPHALT SHINGLES AND 5HU TERS iagliLl 30 SMITH ROAD FEGONIG, NY 11 158 . t_ i _1" ____a_____ -- \ _ , Icy \ _ - o o . - - \ _ . .,11, v. _1" I _ d u _ - — JO MACHINIST CLAPBOARD SIDING — PAINTED CLAPBOARD SIDING — PAINTED —\ Of t —E--' L11- 5 / - ARCHITECT _ / _ 502 Piermont Ave, Piermont NY 10968 (212) 355-7171 1 T - - - OUTDOOR NEW WOOD SHOWER NEW TRIM AT NEW CUSTOM SCREEN DOORS \ OUTDOOR SHOVER STALL POOR WINDOWS/DOORS TO MATCH TRIM ON BUILDINGS ON SITE SHO'1ER REV S- EAS- ---- --,EVA---- ON REV SEE) NORTH AN SOLJTH E--VAT ONS L" REPAIR ROOF SHEATHING AS REQUIRED, NEW ROOFING AND REPLACE DAMAGED TRIM -1 d 4. 30 YR ARCH'L ASPHALT SHINGLES ��oef:Mq i�/l�c� r _ il •_ — 2 - • VIT te ili . .:.7.t? ' tk ::.'4:7,,IJ,} cr:: C- e,N''cillt?i‘ ,(44.: kr tifoL`siltE o IA - 'aoraee[tEdti•L NM —IG u IIIIIIIMMIIIIIIIIIIMMIMIMIMMIIIIIIIIIMIIIIIIIM --(3t, 111111111.11=111111111111 CLAPBOARD SIDING — PAINTED CLAPBOARD SIDING — PAINTED NOMINENNEMIIIIIIIIIIIIIIIIII NEW TRIM AT OUTDOOR WINDOWS/DOORS TO MATCH SHOAER TRIM ON BUILDINGS ON SITE EV SE HEST --- ,EVA---- ON SCALE: I/411 i 11-0" ril,pi fl r lkftg i n l I I' yi ) r )1 \ 11 ) r if \ ij li 4111 I II 1, 1 I ti ,� ti II IIP 0 fi in Iii i 1 i I. (Mi. ar liiPik r 61 ( ikt, , ' ( Ile! le fk a 0 jf 11111111111111 i f 1 j I I 1 i 1) ' II 11 � � C .I FI inl , y Iii I I 3 12. IQ. 14 ISSUED FOR BLDG PERMIT REVIEW t� � pi 2 II. 15. 14 ISSUED FOR ZBA REVIEW 1111 11 I �%IIi I S\ 9-- , I r t I r n i I ()) f.-1 I II. 01. 14 ISSUED FOR REVIEW `15( ! i I T i i Abe. r13 , ti 111\ 1)1 ) I III I ^� __ I r I 11J I a I ISSUES AND REVISIONS: I r ®mow1:111IM....m.. ill I'\ M I1 1 I 1, i \ \. ' \ airmtrinch '1\) �— SKIN --- C/OTTAS'� J i I �� a re-----"---ael 1 ti I d I I1 i I AGGESSORY —ASI TABLE r �r I I $l r I I1 I I , �u�� I �r y r -1- r� Ir t if SEASONAL BARRAGKS iikr WEP11154.1=r1r la I . r 421 SLEEPING QUARTERS I I I I 1 II I I 1 r i I OH i-,„11 1 1 I ? la MI ti ri egeELEVATIONS, DETAILS 0110 MEW rem& ' FILING SET Tt JOB NO.: DWG. N0. WIND—BORNE RN FOR r ' I ID Tit PANK AS PER TAKE IOWA FLYS. PL.COCO 141 TTIWE!ra DPEPUNG PrETECTICENI V PUTT USDA VAPACT CLAMP DATE: 11101MRIECOMI l ii3,7111:111 MITENDBGI IEHEINJIE FIPLISOOMVINJUTIPIL PlemiQ ,'Ium MEM WMA F0 1 Tinunaggr war 06. 00. 14 J_ OF■Fri MILL IIEPEPPUTTECI 111111CMIESINEFTECTIMI IN NS=71I02412Er MNi1 @ RECUT in OM GERM OPE=S616,111 MACHIMITIVEMP=NUM.etEM70 1183113N ill t4,MOM=TOP IdniA CV!LA'S.IMMOTTWIL , k- 2 CONIELliti .TIS 6 i10T'A=mum!tik12.11J.CVC=211101117 HdtN111e2211411=22,5 SCALE: ' ffill =TOW TO�NZ MUM IJP Nom' NZ .MUMS MITT I� Flaws . IT 5 T 1. AS NOTED mutrietutE PIEITAMMININT INITTHIM IZEL MLLil1I DRAWING BY: KB -LF REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT (Sc GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. di, ����\� i% It KING STUDS 010.4r Il ,..e4b.- 41110° �'. ENDWALL CRIPPLE STUD ' ' RAFTER WALL STUD PLATE 1 II RIDGE !� I� BOTTOBATHTUB \ / All ♦ir" LEDGER HEADER r `7�/ - DOUBLE JOIST SIDEWALL 7 11114441 RAFTER3 %11111hUH I JACK STUDS II ♦ ��FLOOR USP NUMBER DESCRIPTION APPLICATION 1111 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERSpIi' 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / 9 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOC KING ©24"0C ® ® ® ®r WALL STUD 0,••\,. F / • THROUGH-ROOF EXHAUST a / VENTS SELEC TED AND -+ LOCATED BY CONTRACTOR Zj H METAL STRAP ip.",,_-- , .„-.--f „•,0° CRICKET AT TOP-SIDE OF VENTILATION CHANNEL O (� Q RIM BOARD • 0 • = CHIMNEY RAFTER AS REQUIRED 0 RAFTERS 111 ', [,WALL SHEATHING iii U SILL PLATE(S) _ ; - i VENTILAITION WOOD ' s , i . • .. .. . • • . • SIDEWALL FLASHING ' IA BLOC KING JOIST /k � ' g FOUNDATION Q • TOP PLATE C"”' FINISH WALL AND MOISTURE 111\/ 2x4 LEDGER BLOCKING 3cn BARRIER TO LAP FLASHING 116- 1....A011 ; 2x4 SOFFIT JOIST li STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC AT WALL -- MAINTAIN GAP ,� ' ATTIC SHALL BE PROVIDED WITH A — ` Q,FLOOR JOIST DETHAND ALL l SP NUMBER D00 DEOPENING SC RIT ONAC K STUDSAPPLIC ATION ROOFING TO AVOID SOAKING \, NOT LESS THAN 1 150 OF THE AREA OF FASCIA UBETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA` WALL STUD41 / ' l GUTTER '�� 11111110 r INSTALL 4'0" O.C. ��.' THE SPACE VENTILATED. ALL OPENINGS -� WOOD GIRDER f 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS � RESISTSHALL ANT T MOETALEMESH D WITHRH MESH i ONTIN. SCREENED VENT �'II II ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF V/4 INCH IN DIMENSION. ON TIN. SOFFIT / EXT. PLYWOOD FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOC KING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" D.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS • / 8" - 12' RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT 2ND. FLOOR WALL .,.,�� ' OF FLASHING ROOFING LAPS B ASE V Pi'dor FLASHING 4 INCHES INNIiiis • . . .„.. J ,, r$ BASE FLASHING WRAPS CORNERS, RAFTER // '\HROUGH IDGE CAP OF SAME , Al W / EXTENDS UNDER SHINGLES AT SIDES 4 INCHES AND LAPSAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES11\ VENT �� 4%, . O WOOD JOIST p„ -g/ ®POI TOP PLATE I\ , GIRDER/HEADER U I 11/ —� -� -� -� —� SIDE WALL FLASHING � { ' �.L� W1ST. FLOOR WALL STAFFING TO BE ATTACHED TO WALL STUDS ®48"OC �� WOOD JOIST ,' - '♦ H OM AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD ;a I FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES D INA E HEMMED EDGES SO RAFTERS /// AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" 0.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga, STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1 2 ON ALL OPENINGS ALL JOISTS CONNECHED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL C ONNEC TOR. r1 RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1 2' HIGHER THAN LVL HEADERS h�-� INSTALL 4'0" D.C. RAFTER TO PLATE AIR PASSAGE 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS OF ROOF O F TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF PLATES TO EACH STUD DBL. SILL PLATE \\\\\��\\\\\\\\ !UJ TERMITE SHIELD SILL GASKET \�\\ , SUBFLOORco N v \ \�\\ WOOD JOISTS m m y o CONC. SLABcrN \\\\\�\\\\ NEOPRENE ..� o II?, 'a y TYP. CONC. FOUNDATION n ,T ►.. \\\\ GASKET N. 2x6 /2x8 CONTINUOUS WOOD PLATE Wo DAMPPROOF EXTERIOR 6 MIL. POLY --�. \\\ V 6MIL POLY ON EXTERIOR V GRANULAR FILL , ' �, I p e \\\\ > BOLTED TO STEEL BEAM WITH Q r-+ " o • s I Q 1/2 DIA. BOLTS ® 48" o.c. STAG. k V STEEL COLUMN �� • n p cu / 4 ;•'.•1f4.4:.41' � a1 '� r D V ROOF JACK , Nictl @:. co v • CONC. SLAB • �e A �. ��� STEELBEAM 4r ° ( /` ��• s! ' ��� ,l•;o `•Q POUR�D CONCRETEEDMENT: •� .. .. / 4" x 1/4" x 8" STEEL `� u coV COMPACT FILL ;! !4''' �'��f�{. Y� , •� ,�. / 0 ,.:,,.� 'N ^ BLOCK WALL: 15" ROOFING LAPS . TOP AND BOTTOM PLATE V m° d ° FLASHING AT °` vKEYWAY FOOTING D V A WITH 1/2" x 6" ANCHOR BOLT`• ° IIINIams10161 CONC. FTG. "'A , Q'4 • GD USE WITH 3x3 SQUARE WASHERS SIDES AND TOP y° r? ;*�• >•,xti : 4 ANCHOR BOLT CONNECTIONlillk*Itiommum,..' . 1/2" GROUT O , 7t!°•�r$fY`: ,i=;.•�_. ;• ° (USP LBPS58 OR BP583) . p W = REINFORCING BAR• ` I I I 3" STEEL COLUMN P. «i.. DRAIN TILE .4 7 • P • ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I SUPPORTING MAXIMUM SPACING FLASHING LAPS I ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM (CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL W TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL SPACE OR FOUNDATION) 2 STORIES 36" OC STEEL BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATIONC/ '•e••i (SLAB-ON-GRADE) 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL O PIIIIII CONC. SLAB I r/ r SUB FLOOR f DOOR FRAME N 6X6 10/10 WWM DOORGE I I' � 'I O JOIST COMPACT FILL _ _ OlimI4 E-1 lio I I USE 2X8' FOR BLOC KOUT STEEL BEAM 4" SLAB P.T. PLATE �I` W/ 6X6 WMM \ I SLOPE ' I / `. • •• • . ° y, 4"DRIVEWAY — ... NOTCH JOIST AND ADJUST HEIGHT _441111 1 2" AIR SPACE 1 0 ° ° Q'� AT END AND • ,�,,7 1/2" p a °a a (WITH A NAILING PLATE IF NEEDED) ��• �� ! p ° °' ° , TO B E APROX. 1/2" OR HIGHER THAN _. C•z; : SES OF WOOD '�=•��.�' 4 ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE ) C/) N•' GRADE ° 4 ,'=--4-- --------•e---# �= d Igo' • ip0 -`0 6i • r� e o e BEAMS j��' �j�..q� �'� ° D ° D a > '° =�t �• ���_ (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) «• A. +:'t r� t' 6X6 W.W.M. - - +� - - �+ - - - • • 4 Krell 12" � ' :4�`• e Q e 4 e q de ° •�� =111 Q p' p L1 A ,,; 'n A' lk _ , A'p A', .° ���``NOTC H BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM i 41% SUB FLOOR MIN. el .•41 4 c •r:=•• REINFORCING BAR1/41 — ° D° ��� . NOTCH EQUALS DEPTH OF BEAM 1-� A D' . A REINFORCING BAR ° ° / 30# 1- ° a `�°,°o•p �� • �(T� I�—^��I GIST >.,, ._ ,•le DRAIN TILE f—►I 1! "`� , ° o o' SHEET METAL FELT UNDER BEAM AT POINT ° A, ° ° ° A 12" OF CONTACT WITH CONCRETE OR CONC. BLOCK LL STEEL BEAM �, .1. �Tr �-rr'�rr rim /I 6;:: °eh. C 3 PLATE (BOLTED TO BEA ;„`".' "SI ``'►'- `.8 TYPICAL CONC. MONOLITHIC FOUNDATION, REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •° ° SHIMS TO LEVEL BEAM p< J `.# r ,,;,` REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. '\ ', '. " ` � ` 3" MINIMUM BEARING SURFACE FOR WOOD BEAM w ,•s dk DRAWN: MH/MS GARAGE DOOR BLOC KOUT '� �� =Y, � �: �� ..., - SCALE: 1/4"=1'-0„ F'�� ,} *IeJOB#: BEAM POCKET $� August 12,2014 w , SHEET NUMBER: tie -4 REVISIONS: GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL1( NAIL SPACING NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4 8�d COMMON JOIST PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA S or trusses shall be attached to the wall topplate and the wall topplate shall be attached to CURRENT SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL construction u building codes.tailsThe General Contractor is responsible for providingshstructurally standard PARALLEL RAFTER WFCM - SBC LAP NAIL construction details and procedures to ensure a professionally finished, the to the wall stud with uplift connections. Roofs overhanging the rake side of the building sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 END NAIL DESIGN LOAD CALCULATIONS accordance with table 3.3. TO RAFTER ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift WALL FRAMING' ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING (ANY DIRECTION) 200 SPACING NOTES precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) TOP PLATE TO PER FACE NAIL H specific use expressed or implied in the use of theseplans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2 - 16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION P P p TOP PLATE FOOT SEE NOTE: 1 anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE H Z 5). Refer to the Window and Door schedule for exterior openings. corners. 4 - 16d COMMON INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE H O 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULEgP or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMON U O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION w 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE SEE FLOOR PLANS such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL (SMOKE & CO2 DETECTORS) in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION OU 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: BOTTOM PLATE TO:Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - lbd COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased whenNAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION AI SPACING NOTES MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: W Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2 -8d COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES Co) be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to beTO JOIST 2 -8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 ( BOTH FIELDS) ^ to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. �--1 3 - 16d COMMON NOTE: 2 FOR PANEL FIELD anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6" maximum lifts (layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE � •� 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES U PORCH NOTES: JOIST ON LEDGER PER TOE DECK AND COVERED 3 - 8d COMMON S NAIL D TO BEAM JOIST THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 7). Dampproof exterior of foundation with bituminous coating as required by current N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END W rn W TO JOIST 3 - 16d COMMON JOIST NAIL 1 For roof sheathin within 4 feet of the erimeter ed a of the roof, includin 4 feet on each side of the roof eak, H a the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. ), g p g g p BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2 - 116d COMMON FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. NAIL NAIL a 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3), Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION Q-I-�, SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD N v i~ otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) m a�, ° 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD x r. E where needed. GYPSUM 7" O.C. EDGE cn 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS INTERIOR ZONE 8d COMMON 6" O.C, 8d COMMON 12" O.C. SEE NOTE: 3 �o °M` - -E Bearingwall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.0 . FIELD @ @ C) � x o g 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: NOTES 0 z w x openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAILLn v E openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION cci ti, THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. QTY. SPACING G ° d' and blocking where applicable. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 't 4 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 8d COMMON 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. U m anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE 00 `,.c3- 6d COMMON N E v PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with , 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. �' Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C. EDGE on plans. WALLBOARD 1 10" O.0 O.C . FIELD 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4 thick miGrolams ( height to match floor joists) around stairwell and/o FLOOR SHEATHING. E-4 other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL H 2 JOINT DESCRIPTION provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. .< where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted.1). STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. CUO HVAC SYSTEM NOTES 1" OR LESS 8d COMMON 12" O.C. FIELD 9). Provide blocking/bridging in floor joists at 8'0 O.C.. Use solid blocking in floor joists as required by current NYS Residential Code-FIREBLOCKING REQUIRED 0 41 m under all bearing walls. NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements.Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. EISII1 04 Fireblocking shall be provided in wood-frame construction in the following locations. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 equipment supplier. feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing SOIL COMPACTION' using parallel rows of studs ne staggered studs. U CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing CI)is nailed 3" on-center at thepanel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, Contractor and owner for final review and approval. g g TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces A. over subfloor as per manufacture's instructions. such as shear lates, shall be used to maintain load ath. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. p p DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. N ceilin sand over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished, to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. _ 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current ` .. ;,J e-, less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. 14 . All roof with a pitch `� approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ' . f/�'"� � %�"� .)� DRAWN: MH/MS . , ,, ' tf CW-` torch down type material over. P N 4, h ti ..: a# SCALE: 1/4"=1'-0" ''�,�. 'a� "':'' � JOB#: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to x / August 12,2014 foam sillgasket and cop-r-tex termite shield or approved equal. be installed with a p �{ i, �s 4r� {p? r SHEET NUMBER: Cs S-5