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Home My WebLink About44743-Z :r- �o�os��i cpm Town of Southold 3/13/2022 P.O.Box 1179 CM W 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42908 Date: 3/13/2022 THIS CERTIFIES that the building ACCESSORY Location of Property: 3905 Wells Rd,Peconic SCTM#: 473889 Sec/Block/Lot: 86.-2-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/24/2020 pursuant to which Building Permit No. 44743 dated 2/28/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built"accessory pool storage shed as applied for per ZBA#7357 dated 1/23/2020. The certificate is issued to Arcara,John&Scopellite,Michael of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44743 9/15/2020 PLUMBERS CERTIFICATION DATED e 0rized nature i 4�SU ��co TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE p� • SOUTHOLD, NY • ..... �1 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#: 44743 Date: 2/28/2020 Permission is hereby granted to: Arcara, John & Scopellite 61-53 Linden St Ridgewood, NY 11385 To: legalize "as built" accessory pool shed as applied for per Trustees &ZBA approvals. Additional certification may be required. At premises located at: 3905 Wells Rd, Peconic SCTM # 473889 Sec/Block/Lot# 86.-2-14 Pursuant to application dated 2/24/2020 and approved by the Building Inspector. To expire on 8/29/2021. Fees: AS BUILT-ACCESSORY $308.80 CO -ACCESSORY BUILDING $50.00 Total: $358.80 Bui ding nspector 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. /'/;51 ( ,Co New Construction: Old or Pre-existing Building: (check one) Location of Property: 3:9 O 6 l!S /?p G-j 92 cC_�-? t C„ House No. Street Hamlet Owner or Owners of Property: O QsZ y1 1 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: $ Applicant Signature OE SOUlyol Town Hall Annex ~ O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 c • Q sea n.deviin(aD-town.Southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Arcara Address: .3905 Wells Rd city:Peconic st: NY zip: 11958 Building Permit#: 44743 Section: 86 Block: 2 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool House X New Renovation X 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 2 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel X A/C Blower Range Recpt Ceiling Fan I Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment: Notes: "AS BUILT, NO VISUAL DEFECTS" Changed Shed to Pool House Inspector Signature: Date: September 15, 2020 S.Devlin-Cert Electrical Compliance Form.xls SOUTy�Io # * TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST , [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING "[ ] FRAMING"/STRAPPING [ ] FINAL PWI, SffW [ ] FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O _ ,( REMARKS: niA 5-mrkl A, . k 14hu fa , Uk-koll\ DATE INSPECTOR ho��OE 50liTyo6 � iF TO SOUTFIOLD BUILDING DEPT. `ycourm�F'` 765-1802 = INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ]- FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ( ELECTRICAL (FINAL) [ ] CODE VIOLATION [( ] PRE C/O REMARKS: f/--O AA1 acsg l is-b=o DATE INSPECTOR _ r -&* I q7 V-3 Z�[Eo V\1 SEP 1 DEPT. 3 1 � �JJMI �. .a 1�rr •c•.l.r�Ji dy` fid. �,{ily`n J - t t � 1 .. q3 LL� Ll SEP 9 1 7 Wt vow �6L29Qy(�Rit71b kJ i 1 i t f t 1 HhtTMBd��n,�y{j `N-7 43 [EC[EDV[E h s i. DD �►Qrb�E� .�a�ies h�ggi�iS, Ar E:hitec� SEP 1 1 2020 50 Kidd-en Acres.:�'ath Wading Ri'Ver, . Y 11792-, BUMPING DEPT. 031-20,&-3351 TOV. _C-_°j'�77E,OLD August 7, 2020 Town of Southold Building Dept. Swth,61d;NY RE; 3905 Wells Rd, Peconic, NY Attn: Building Inspector, Town of Southold, N r' The Footings, framing & strapping has,beer-installed per the approved plans: . The:.plywood storm shutters are on site and conform to NYS code. -D Apo, Rep J NI�,+Q��,�. L113Y71� 0990 0 OF N -Robert Higgins Architect r r c FIELD INSPECTION REPORT -DATE COMMENTS Y FOUNDATION (IST) co � H -------------------------------------- FOUNDATION -----------------------------------FOUNDATION (2ND). st ROUGH FRAMING& � PLUMBING y . v r INSULATION PER N.Y. H STATE ENERGY CODE -�-� f� V . . M vYdYvl� FINAL "p ADDITIONAL COMMENTS ff on' t o � -- � -clec � �o rem u3 • n O x . d to 3 core S &( sfecs TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health r"1 1 >A SOUTHOLD,NY 11971 4 sets of Building Plans ,` TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application AA Flood Permit Examined 20_,,/!,IV Single&Separate Truss Identification Form Storm-Water Assessment Form nContact: Approved ,/,? 20 Mail to:•,l Disa roved a/c l i3� / Phone:g9 t c?o Expiration 20 1/ Buildi or ; f 01SAPPR J U L 1 2 2019 APPLICATION FOR BUILDING PERMIT OVAL BTJ-,9.DR G DEPT'. Date 320 TOWN, OF SOUV11riLD INSTRUCTIONS a. This application MUS be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan tc scale.Fee according to schedule. b. Plot plan showing loca ion of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by tis application may not be commenced before issuance of Building Permit. d. Upon approval of this pplication, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises ava�able 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 code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. - (2� ignature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder O WE 2 Name of owner of premises �C-A'A (As on the tax roll or latest deed) If applicant is a corpgration, signature:of duly authorized officer (Name and`title'of coiozate ;off7cer) Builders License No; 57 n l Plumbers License No. N (A N o lna P Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section (c) Block o2 Lot Subdivision Filed Map No. a Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy4�� So� b. Intended use and occupancS 2"4 Q4-P-.j 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work `��LAC-P a, a ' (Description) 4. Estimated Cost ( .2, Gvo, oo Fee (To be paid on filing this application) 5. If dwelling, number of dwelling unitssu Number of dwelling units on each floor N If garage, number of cars r.> 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. tj 14 7. Dimensions of existing structures, if any: Front t a �-t Rear f Z �; Depth Z Height I o ET Number of Stories- Dimensions of same structure with alterations or additions: Front l 16 Rear I �� Depth $ Height Number of Stories 8. Dimsioso`fen,irev3,r'con's%truction: Front f' C� T Rear a-,F'T Depth en Height ► ;-�r- Number of Stories I 9. Size of lot: Front 13 2 , e, -7 Rear ?i -7 Depth 10. Date of Purchase 6f 1! Name of Former Owner 1�,�a i�!e-►-c�,Q .{ 1 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO�Will excess fill be removed from premises?YES NO 14. Names of Owner of premises-v'7-,4PC.9-AI",5`�Abdress 3g® s c,..� its fie!! Phone No. 01 1 Y Q C�s7 , Name of Architect '�11 4 Address Phone No Name of Contractor�6, y .S;w.s°k z U Address 7o C e c Lo+-T D e- Phone No. (o-3t 3 9'7- 3(a e, � F^ S-r n,qr(o n 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUI D. b. Is this property within 300 feet of a tidal wetland? * YE/3,C__NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and sapplicant (Name of individual signing contract) above named, Novary public,State of New York No.Oi BU6185DSO (S)He is the rAialified in Suffolk County .� (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge.and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20L�_ ti Notary Public j Signature of Applicant g11FF0(�' '' BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 y o Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrgsouthold town ny gov 7 seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Name: License No.: email: Address: Phone No.: JOB SITE INFORMATION (All Information Required) Name: �rcara + H ichea] 150 we,l 1 Address: G- '' OnA Rca)-C� - Cross Street: Phone No.: Bldg.Permit.#: 7 email: Tax Map Distract: - p00- - --Section: - - Block. BRIEF DESCRIPTION OF WORK (Please Pri t Clearly) Circle All That Apply: Is job ready for inspection?: co/ Rough In (:�Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) t Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect -'Flood:Reconnect-Service Reconnected -..Underground - Overhead # Underground Laterals. _1 2 H Frame Pole Work done on Service? Y N Additional information: PAYMENT DUE WITH APPLICATION Request for Inspection Form-xis PERMIT# Address: Jym .' a:: .....�. ....�.i_ �....� .. : .... .. —.c:. •.�. ._.._.r ._c_. _ .__.._s... ..__ ......_.. _ ..._. .... .....:.... .v.— ....,_.1....x. .__�.x. a, i v....._.. r..an:-... v.a.. Outlets l I� y Surface Sconces NH`S' Lts Flans ' Fridge HW Exhaust oven pryer Stnt�ices: . faY1l Sive .micro Ge eratt r ' Cooktop Taarsfer.. ._. AC AH Nfini S, i l: . f6rnments: - Scott A. Russell �°Su p STOIRJV wAIFIEIR� SUPERVISOR MANAGEMENT T SOUTHOLD TOWN HALL-P.O.Box 1179 v' T 53095 Main Road-SOUTHOLD,NEW YORK 11971 a Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT 'WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) ............................__ ._....._............._.. ....._ ...... ......._... ... DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY ❑�jA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[RB. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑E�C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[�D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ Installation of new or resurfaced impervious surfaces of 1,000 square qF f eet or more, unless prior approval of a Stormwater Management Control-Plan was received by--the Town and the-proposal- includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professions I,Agent,Contractor,Other) S.C.T.M. #: 1 OOO ate: n � District NAME: e, Section Block t —7 (� p FOR BUILDING DEP--�F'ff �IENT L '.E .i1:...� Contact Information: 17 :Telryll»nr i wnnrei Reviewed By: — — — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: — — — — — — — — — — -- - - — — — — G� Approved for processing Building Permit. Stormwater Management Control Plan Not Required. cj ,-ri 1 C--, �y �� ® Stormwater(Management Control Plan is Required (Forward to Engineering Department for Review.) FORM 4 SMCP-TOS MAY 2014 APPLICANT: S.C.T.M,#: 1000 s CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) Stormwater Management Control Plan CHECK LIST NAME: l� A^ Ili Sea�q Section Block Lot �' S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. ly Date: * The applicant must provide a Complete Explanation and/or Reason for not providing 4 ?Y 657 3101> t�' all Information that has been Required by the following Checklist! Sualtile Td,pl—Number. i 1. A Site Plan drawn to scale Not Less that 60' to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Here! ES show all of the following items; YNO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries �0 b. Total Site Acreage. �00 c. Existing - Natural & Man Made Features within 500 L.F. O� of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) 0O� g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities, h. Spot Grades & Finish Floor Elevations for all existing & proposed structures, - 1. Location of proposed Swimming Pool and discharge ring. 000 j. Location of proposed Soil Stockpile Area(s), k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). X00 rn. Location of all proposed erosion&sediment control measures. 000 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sedil7ienl Controls. b. Construction Entrance & Site Access. ;000 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) O�O d. Leach ing Structures (e. . infiltration basins,swales,etc.) 0 ....................................... _........_. . . ......._..._................................................................__.............._._..........._.........._......._....._ .................................................. 1011 I:N(';lN'1 ER.ING DEPARTMENT USE ONLY I Additional Information is Required. Reviewed & F-1 Stormwater Management Control Plan is Not Complete. Approved By: - — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: l ® SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 Glenn Goldsmith,President �Q�SO(/l�, Town Hall Annex �� Ol0 54375 Route 25 Michael J.Domino,Vice-President P.O.Box 1179 John M.Bredemeyer III 1 [ Southold,New York 11971 A.Nicholas KrupsId G ilk-E- Telephone(631)765-1892 Gre Williams Fax(631)765-6641 GregWilliams BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9635A Date of Receipt of Application: June 7, 2019 Applicant: John Arcara & Michael Scopellite SCTM#: 1000-86-2-14 Project Location: 3905 Wells Road, Peconic Date of Resolutionlissuance: February 12, 2020 , Date of Expiration: February 12, 2022 Reviewed by: Greg Williams, Trustee Project Description: For the as-built 16'x8.2' pool storage shed with no interior water or gas to be installed, replacing an existing 12'x8.2' shed in-place; as-built generator on a 56U x34)/x3411 high pad; and for the as-built extension of existing driveway an additional 37' seaward for a total of approzimatefy 2,394bq.ft.-of driveway. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275.of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the project'plan prepared by John Arcara,.received-on JUne .7,.2Q1"9._an_stamped approved on February 12, 2020. Special Conditions: None. Inspections: Final Inspection. - If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. - This is not a determination from any other agency. Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President �QF SU(/ry Town Hall Annex A.Nicholas Krupski,Vice President h�Vv �� 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III [ Southold,New York 11971 Michael J.Domino G Telephone(631) 765-1892 Greg Williams �� YO Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #-1795C Date:February 10,2021 THIS CERTIFIES that the as-built 16'x8 2' pool storage shed with no interior water or.gas to be installed,replacing an existing 12'x8.2' shed in-place,• as-built generator on a 567x34"04" high.pad,acid for the as-built extension of existing driveway an additional 37' seaward for a total of approximately 2,394sq.ft. of driveway: At 3905 Wells Avenue, Peconic Suffolk County Tax Map#1000-86-2-14 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 7,2019 pursuant to which Trustees Administratiye Permit#9635A Dated February 12,2020,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the asbuilt 16'x8.2' pool storage shed with no interior water or gas to be installed, replacing an existing 12'x8 2' shed in-place; as-built generator on a 56"x34"x34"high pad; and for the as built extension of existing_driveway an additional 37seaward for a total of aptiroxfing ely 2,39 sq.ft. of drivdway. The certificate is issued to John Arcara&Michael Scopellite owners of the aforesaid proUerty. Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: August 1, 2019 TO: John Arcara 61-53 Linden Street Ridgewood,NY 11385 Please take notice that your application dated July 12, 2019: For permit to legalize an"as built" accessory at: Location of property: 3905 Wells Road, Peconic, NY County Tax Map No. 1000—Section 86 Block 2 Lot 14 Is returned herewith and disapproved on the following grounds: The "as built" accessory shed on this conforming 41,061.09 sQ ftin the Residential R- 40 District, is not permitted pursuant to Article III Section 280-15 which states accessory buildings and structures shall be located in the required rear yard or"in case of a waterfront parcel, accessory buildings and structures may be located in the front yard, provided that such buildings and structures meet the front yard principal setback requirements." The "as built" accessory shed is located in the side yard. Autho d Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: August 1, 2019 AMENDED: September 19, 2019 TO: John Arcara 61-53 Linden Street Ridgewood,NY 11385 Please take notice that your application dated July 12, 2019: For permit to legalize an "as built" accessory pool house at: Location of property: 3905 Wells Road, Peconic, NY County Tax Map No. 1000—Section 86 Block 2 Lot 14 Is returned herewith and disapproved on the following grounds: The "as built" accessory pool house, on this conforming 41,061.09 sq. ft. in the Residential-R-40 District, is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard, or"in case of a waterfront parcel, accessory buildings and structures may be located in the front yard provided that such buildings and structures meet the front yard principal setback requirements." The "as built" accessory pool house is located in the side yard. This Notice of Disapproval has been amended as per plans dated 8/12/19. Authorized ig lq7 Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. , i BOARD MEMBERS *Zf S Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road -P.O.-Box 1179 Patricia Acampora Southold,NY 11971-0959 Office Location: Eric Dantes G O Town Annex/First Boor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nichol-as glaR nto,.-, I�COUI ,� Southold,NY 11971 hup://souffioldtovmny.gov RECEIVED JZONING AN 2 8 2020 'ZOG BOARD OF APPEALS QJ AN 0 AW TOWN OF SOUTHOLD 2 7 220 Tel.(631)765-1809-Fax (631)765-9064 a. ma Sou old Town Cle&rl- FINDINGS9 DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 23, 2020 ZBA FILE: 7357 NAME OF APPLICANT: John Arcara and Michael Seopellite - PROPERTY LOCATION: 3905 Wells Road(Adj.Richmond Creek), Peconic NY SCTM: 1000-86-244 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in'this application and determines that this review falls under the Type 11 category of the State's List of Actions,.without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 8, 2019 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRPDETERNWATION: This,application-was-referred-for-review-under C--hapter-268;--W-aterfront--Cons-i-stency---- - .- review of the Town of Southold Town Code and the Local'Waterfront Revitalization Program (LWRP) !Policy Standards. The LWRP Coordinator issued a recommendation dated December 16, 2019. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well I as the records available it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is-INCONSISTENT with the LVW. Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. I The as-built pool house was constructed without obtaining required review or permits. As-built development does not minimize adverse effects of development, sets precedent and reinforces a traditional land use pattern of the Town of Southold that is not'supported. The action does not meet this policy. Policy 4. Minimize the loss of life, structures, and natural resourcesftomflooding.and erosion. The as-built pool house is located within the FEMA flood zone with a 0.2 percent ch I imce of annual flooding. The entire parcel is located in this designation and therefor the structure, cannot be relocated out of the zone. Page 2,January 23,2020 #7357,Arcara SCTM No. 1000-86-2-14 However, with the conditions imposed herein the Zoning Board of Appeals finds the proposed action to be CONSISTENT with the LWRP PROPERTY FACTS/DESCRIPTION: The subject, irregular-shaped, conforming 41,061.09 square feet, 0.94 acre waterfront lot(upland lot area 36,750 square feet buildable) located in the R-40 zone measures 229.00 feet along a curve in Wells Road, then runs 170 feet due south, along a residentially developed lotto the east, to Richmond Creek, then runs 314.87 feet along Richmond Creek and returns 160 feet north, along a second residentially developed lot to the west, to Wells Road. The site is developed with a two-story wood frame dwelling with attached garage, an attached wood deck with an outdoor shower and partially covered.with a canvas awning, an attached wood deck surrounding an in-ground swimming pool, an attached shed (subject of this application), brick walkway, brick entry stoop, stockade and chain-link fencing around pool area, a generator, a stone driveway with Belgian-block apron and edging, wood rail fencing at the eastern lot line and stockade fencing on the western lot line, along with a wood catwalk, ramp and floating dock at Richmond Creek, as shown on the survey prepared by Kenneth M.Woychuk,Land Surveying,PLLC and dated May 18, 2016. BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-15; and the Building Inspector's September 19, 2019,Notice of Disapproval based on an application for a permit to legalize an "as built"accessory pool house; at, 1) located in other than the code permitted rear yard; located of 3905 Wells Road, (Adj. to Richmond Creek)Peconic,NY. SCTM No. 1000-86-2-14. RELIEF REQUESTED: The applicant requests a variance for an as-built, accessory shed measuring 16 feet by 8.3 feet with a height of 9 feet at the highest point, attached to the deck surrounding the pool which is also attached to the residence and located in a side yard where the code permits such structures to be built in the required rear.-yard or in the case of a waterfront residence in the front yard provided principal setback requirements are met. ADDITIONAL INFORMATION: A Stop Work Order was issued by the Town of Southold Building Department dated May 3, 2019. This Board does not define the subject construction, subject of the Stop Work Order,to be a pool house, but rather an accessory shed. The subject property is covered by the following Certificates of Occupancy: . #Z-4899 Issued November 8, 1972 Private One-Family Dwelling #Z-7805 Issued August 3, 1977 Deck Addition #Z-22498 Issued August 6, 1993 "As Built"Finished Second Floor to Dwelling #Z-25852 Issued July 27, 1998 Addition to Existing Dwelling .#Z-25854 . Issued July 27, 1998 Deck Addition Surrounding Swimming Pool with Fencing #Z-25853 Issued July 27, 1998 Accessory Storage Shed Attached to Existing Wood Deck The applicant states the `As Built' structure is actually a repair and expansion to the'shed which was covered by Certificate of Occupancy Z-25853, originally built in 1998 that measured 12 feet by 8 feet. Additionally, the applicant indicates only limited plumbing to accommodate a hose bib and limited electric to accommodate basic 'outdoor lighting is proposed and that the structure will not be heated, cooled or conditioned in anyway and that there is no proposed bathroom or food preparation facilities and the structure will only be used for storage. The applicant stated an outdoor shower exists elsewhere on the property. The subject waterfront parcel is primarily located in FEMA Flood Zone X with a small portion of land, located along the creek, in Flood Zone AE Elevation 6. No member of the public or any immediate neighbor spoke in favor of or against this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 2, 2020 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property Page 3,January 23,2020 #7357,Arcara SCTM No. 1000-86-2-14 and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject residence is located towards the road-end of a Town maintained street that terminates at Richmond Creek and services an enclave of approximately 30 residences developed between an agricultural area south of Main Road and the creek front. Most homes were built in the 1960's to 1980's and are sited in a woodland environment, many of which have been recently renovated or expanded upon. Neighboring homes have accessory sheds and one has a pool-house located in a side yard. The subject accessory shed replaces a.structure that was previously permitted and was originally built over twenty years ago. While slightly expanded upon, the structure is shielded by a stockade fence and plantings and native vegetation and is mostly hidden from sight. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant to pursue, other than an area variance. As a result of the initial placement of the residence on the narrow, waterfront lot a variance will be requited for the placement of any accessory structure. There is no possible location to place a shed in a conforming rear or front yard location and placement in the side yard, accessible to the pool and deck area is most logical. 3. Town Law $267-b(3)(b)(3).• The variance granted herein is mathematically substantial, representing 100% relief from the code. However, a prior structure stood in the "as built" location and was covered by Certificate of Occupancy#Z-25853. Furthermore, while the ridge height of the new shed is 9 feet in height, it is below the code permitted maximum height and is partially screened by a stockade fence,plantings and native woodland trees. 4: Town Law $267-b(3)(b)(4). No evidence has been submitted to suggest.that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory shed while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Acampora, and duly carried, to GRANT the variance as applied for, as shown on the survey prepared by Kenneth M. Woychuk, Land Surveying, PLLC, and dated May 18, 2016; and the architectural drawings labeled page 1/2 and 2/2 prepared by Robert James Higgins, Architect, and dated August 12, 2019. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant must apply to the Building Department for a building permit for the "as built" improvement within 30 days of the date of this decision and submit same to the Office of the Zoning Board of Appeals, or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a building permit in the time allotted. Page 4,January 23,2020 #7357,Arcara SCTM No. 1000-86-2-14 2. The applicant must obtain a Certificate of Occupancy from the Building Department for the "as built" improvement and submit same to the Office of the Zoning Board of Appeals within 4 months of this decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s) why the applicant was unable to obtain a Certificate of occupancy in the time allotted. 3. The "as built" improvement may not be used,until a Certificate of Occupancy has been obtained 4. No bathroom or cooking facilities may be installed in the shed and only limited plumbing for a hose bib and limited electrical.for basic lighting is permitted. 5. The shed may not be used for any purpose other than storage. 6. The applicant is to apply for and receive a Certificate of Occupancy for the `as-built' installation of a generator, also noted on the Stop Work Order. 7. At the discretion of the Board of Appeals, failure to comply with the above conditions may render this decision null and void Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. Vote of the Board: Ayes: Members Dantes,Acampora, and Planamento (3-0) (Members Weisman (Chairperson) and Member Dantes absent) '2� Nichs . P anamento, Vice Chai Appr v d for filing / /2020 � , IfV__�V-3 BOARD MEMBERS ��0f SO!/ly0 Southold Town Hall Leslie Kanes Weisman,Chairperson ,`O !� 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Q Town Annex/First Floor, Robert Lehnert,Jr. 01 a� 54375 Main Road(at Youngs Avenue) Nicholas Planamento �UNT`1,� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 February 20, 2020 John Arcara 3905 Wells Road Peconic,NY 11958 RE: Request for Extension—90 Days Appeal No. 7357, Arcara/Scopellite SCTM No. 1000-86-2-14 Dear Mr. Arcata; I received your correspondence of February 3, 2020 requesting an extension in order to comply with the Zoning Board's condition(#1) which requires that you obtain a Building Permit for the "as built" improvements within 30 days of the date of the decision or a written request for an extension to the Board of Appeals setting forth the reasons why you are unable to obtain the required Building Permit in the time allotted. In your correspondence,you explained that approval by the Southold Board of Trustees is required in order to obtain a Building Permit, and that you are scheduled for a meeting with the Board of Trustee's on February 12, 2020, and; therefore,you ask for an extension of time from the Board-of Appeals to comply with the aforementioned condition. Based upon the circumstances described, the Board grants your request for ninety(90) days beginning February 23, 2020, ex ip ring on May 23, 2020. Feel free to contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter with your request to the Building Department. Sincer 1 , Leslie Kanes Weisman Chairperson cc: Michael Verity, Chief Building Inspector `-r `t / 'jq BOARD MEMBERS �F $�(/j Southold Town Hall Leslie Kanes Weisman,Chairperson �� y� 53095 Main Road•P.O.Box 1179 h0 l0 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes N Town Annex/First Floor, Robert Lehnert,Jr. O • COQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento yeou Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD n �ff f (� Tel.(631)765-1809•Fax(631.)765-9064 D March 8,-2022 f MAR - 8 2022 John Arcata 3905 Wells Road r . Peconic NY 11958OU ITT -f $. RE: Second Extension Request Appeal#7357, Amara 3905 Wells Road, Peconic SCTM No. 1000-86-2-14 Dear Mr. Arcara; We received your correspondence of February 22 2022'requesting:an extension in order to comply with. the Zoning`Board's order(.Condition:#2)`to apply fora Certificate of Occupancy for the"as'built" storage.shed :In your letter,.you state that you just found out that you needed to apply for the Certificate . of Occupancy: On February.20,2020;pursuant to your request,this Board granted you an extension in.order to comply_ with condition#1,which required that you obtain a Building Perrriit for the"as built" iinproveinents within 30,da s y of the date of the decision. Building Permit 44743-Z was issued on February 28,:2020 for. the 16 ft. by 8:2 ft: "as-built"pool shed. Based upon_the circumstances,described, the Board grants you sixty (60) days beginning March 3;2022, expiring on May.2;2022. Feel free to contact our office if you have any.further questions or concerns. I will instruct the office to send a copy of this'letter with your request to the Building Department. Please contact our office if you have any..questions or.concerns. Sin ely, eslie K. Weisman. . Chairperson cc: Michael Verity, Building Department ,�\pF SOl�r,�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • Southold,NY 11971-0959 �ycoum,� BUILDING DEPARTMENT TOWN OF SOUTHOLD January 31, 2022 John Arcara & Michael Scopelite 61-53 Linden Street Ridgewood, New York 11385 RE: 3905 Wells Road, Peconic NOTE: The extension of your Zoning Board of Appeals has expired. Please contact the Zoning Board of Appeals for another extension. See the attached letter from the Zoning Board TO WHOM IT CONCERN: The items marked below are required to obtain your Certificate of Occupancy Chapter 236, Soil stabilization required. Electrical Underwriters Certificate. Final Health Department survey. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals required Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44743-Z "As built pool house/storage building 4 r FF t k John Arcara 3905 Wells Road Peconic, NY 11958 917-496-5720 x Town of Southold Zoning Board of Appeals 53095 Main Road Southhold, NY 11958 Appeal No.7357,Arcara/Scopellite To whom it may concern: r I was just notified by the building Department that I need to request an extension from the Zoning Board of Appeals in order to apply for the Certificate of Occupancy for the"as built"storage shed. I only just found out that l needed to apply for the Certificate of Occupancy. I thought that once the final inspection was done and everything was approved,which it has been,that.the,Certificate of Occupancy was automatically sent out. Therefore,the reason for this letter is to request an extension-so that l can apply for the.Certificate of Occupancy. I apologize for any inconvenience. If l knew this sooner it wobld have been taken care of. Thanking you in advance for your time and understanding in this.matter. 4)John Arcara f s 4 S.C.T.M. NO. DISTRICT: 1000 SECTION: 86 BLOCK: 2 LOT(S): 14 4®� 6.4' 0.6'E MON. p• 41.141, :. Sego U.P. '60 0:."• _ 00 EL 9.2 / % c ' 2 EL 9.113 :::„ •' ? ' MON. ?" L A. '?= -0 'ti z EL 8. AIR 3 x� EL 8. d N o_ c.> MON. \ gig. *iQ 7• ': Se. O > >E s _ 83.3- C, 6• i DDEC "� ` �,'8.0 p0 F Ci h 63.9' �o ''I€=> °• r:r 2p 43.7' - . \� �- � �••� /M ZONE,►• 41'r c•+ ��'•: � !� ,f v LAND N/F 0 OF 1P, c} ANN & PAUL GROBEN �• IRREVOCABLE TRUST J �, ,� �, ,��.•� �r GG UPDATE SURVEY 06-01-19 m O FEMA MAP#36103CO 162H THE WATER SUPPLY, W£I13, DRYWELLS AND RESSPOM LOCA nRNA SHOWN ARE FROM RO OTHERS OBSERVATIONS AND OR DATA OBTAINED FROMOTHERS \, �, "�; �, �' ~�:�•.• '�, '�;�. �ZONE AEE • FLOC _ ELEVAnaN DATUM: NAVD88 z s D ZO AREA:41,061.09 SQ.FT. or 0.94 ACRES �' �' �,/�/�O �, '�� , 1, �;'- •-MHW-.._.._.._ -NE so AREA: UNAi R40WED ALIERAnaN OR ADDmar To THIS sURWY IS A WOLAnav or SEcnaro 7209 OF THE NEW YOW STATE mucAnav LAW. aprEs a�n+rs suR�Y Ufa ` ONLY 10 THE MAP NOT NPf1450M1 Ft14 DIE SURVEY 1S PREPARED AND QPd HIS BINAIF�THE DILE COWANY, QO70 BE A VAUD TRUE VEVERNMINTAALL AGENCYTEES NAND LEND/N 7Un RUN _ '�, '\. .?Z �, �, -�, '�, ��..�..�•�.. _ �' ''� LISTED HEREON, AND >n THE As57GNEEs QF*THE LEND/NG INSTnUnonr, GUARANTEES ARE NOT TRANSFERABLE �, �, ,� -�, -� ,•' '�� - THE OFFSETS OR ONMENSONs SHOHN HEREON 1ROW THE PROPERTY LINES M THE STRUCTURES ARE FOR A SPEOFIC AMUSE AND USE n1ER�THEY ARE NOT WTENDED M MONUMENT'THE PROPERTY UNES OR TO GUME THE ERECTION OF FENCE.ADwnavu STRUCTURES OR AND oTHrn WPRovETeENTs EASErENTs AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHT'9CALLY EIRDENT ON 7W PREMISE'S AT THE TIME OF SURVEY suFtvEy OF.DESCRIBED PROPERTY CERnFiED To: JOHN R. ARCARA MAP M, MICHAEL SCOPILLITE FILED: WELLS FARGO RANK, N.A.: s umm AT:PECONIC TITLE S348994 TOWN OF: SOUTHOLD KEME H M WOMCH T LAND PLw Proremdonal Lena Surveyina and Design �- SUFFOLK COUNTY, NEW YORK _ 6'/07 PAPH=(aB ia��WAX(631i 150 1 FILE 016-76 SCAaE:1"=30'DATE:MAY 18, 2016 �N.Y& u= Na OSOBB2 Mbddmfm m of Tca.e a mmmm t Tim n S.C.T.M. NO. DISTRICT: 1000 SECTION: 86 BLOCK: 2 LOT(S): 14 4p49 \ s ' 0.66'E MON. ° s yy -018 %ly aPPROVAL U.P. O 00 EL 9.2 13 MORE .00 < $' MON. Vic::`"�':: z"=`•'•�!y� �=��` �'.•�:�... `)IN ? N3g`�!/�li`r2' r EL 8.3 MON. : z e= ,. z.- 83.3 �" <>z s. '� O�c 1Y00 `�:c• Ee;`z ram�:;z:,-:v:�z�•:�`�' S} ' EL 7.0 OOp Q CK z F O EL ti •� h ` ''.: � : � 63.9' 43.7' �, �- � •`� r FIRM 2aNE,Y ¢ �N�N O`�i- ��.: g LAND N/F. OF ANN & PAUL GROBEN `�o 'jp �' IRREVOCABLE TRUST �. '�- � �' ,� ,� 1, 1�•�.•� � � � � UPDATE SURVEY 06-01-19 n m O FEMA MAP#36103CO162H 7HE WATER SUPPLY, W LS. DRYWELLS AND CESSPOOL O AND OR ATA OBTAINEDOW ARE DFROM OW ETH ABSERVA7IANS '�� '�- �' �• NF Af E� s DOD41,061.09 SQ.FT. or 0.94 ACRES aEVAnoN DA NAVD88 r,�/�/ �, •'� �, '� ��_ -MHw_.._.._.._ _ �zpNf BOUNDARY V AuNAun+a�m�ALnsrAnanr ew ADDrnoN m THIS suRv>:Y IS A wa AMW OF-SE077ON 7209 OF INE NEW YOW STA7E EDucAnanr LAW Claes OF nus SURWY /� `'•�... YM NOT BEARING 1H£LAND SURY£YQe"S Bil80SSID SEAL SNALL NOT BE CoaysrDE+em TO BE A VAUD 7RUE COPY. GUARANIEES INDIC47M HOMM BULL RUN _1 �' �� {�O �� '�• '\� /\� �� `'•`. f N� �.. py1.Y ID nfE pERS7Ay fLIR NfIQY 7HE SURVEY IS PREPARID AND aN H/S Bf7UlF 7D 7NE 77XE COMPANY, GOYIIWNENTAL AGENCY AND LENDING INSDIUnaN USIED FfE/tFOM;AND 10 illE ASSIGNEES QF 7HE LENDING 1NSI/7UT/QM, GUARANTEES ARE NOT MANVERAME �, -.\, -� '�, . '�, '�, \, �• �- �- �' ,� ��—�;—.._. nrE GFFSE7s Cue aNENSIaws sHoxN HEREON tRau 7HE PRaPER7Y uNEs 7a THE s7Ruc7uREs ARE FOR A sICIURE OR AND AND A 1NflEUENE THEY ARE �' .� �' Q: C �, �, �� -�, '�, �' �' ,� �� '` ` Nor W7ENDED m ucwuuEnrr 7HE PROPERTY tDlfS DR 7D GUOE 721E ERECnae of t A PHYMAL LY EWDENT DR AND PREMISES rwaRowuME EASEHEN75 Q �. AND/aR SIBSURFAL�SIRUCft1RES RECORDED a4 UNRECORDED ARE NOT GUARMIIEED UNLESS PNYSfCALLY EYfDENT ON RE PREAG�S AT RE JIVE Or SURVEY -�'QFFL �- �' �' �� -�, 3 '��• � � =DESCRIBED PROPERTY CER TIFlED TO:JOHN R. ARCARA• MICHAEL SCOPILLITE• MAP OR FLED: WELLS FARCO BANK, N.A.: srruATm AT:PECONIC TITLE S348994 MIN ORSOUTHOLD KENNETH b[ WoYC l.Arm slrizvExlNc. PLLC Professional land 9urveyln g and Design ^• SUFFOLK COUNTY, NEW YORK. P.O. Dox 169 Aquebog{ue, New York 11991 �'"_•' At MM(MI)M-1588 FAX(eu)M-IM . � 0 16-76 sCmF-l"=30'DATE:MAY 18, 2016 N.Y.S LLsa Na o5oam 0 thm e,o=&.sobwL a smnaW r&=as%IL rwda: S.C.T.M. NO. DISTRICT: 1000 SECTION: 86 BLOCK: 2 LOT(S): 14 \ 6.4' VO 0.6'E MON. - R0 S90 U.P. `V• to V Y ,yam '8�� CO V EXISTING NYSDEC LOT COVERAGE L�Q - opo EL 9.2 BASED ON UPLAND LOT AREA 36,750 S.F. ` : �•z.• EXISTING DWELLING: 2604 S.F. WOOD DECK W/AWNING: 366 S.F. Q RAISED REAR DECK: 562 S.F. �J BRICK ICK WALK & STOOPS: 126 S.F. '`� Off'•'">.,25.> EL 9.1X713. SWIMMING POOL: 442 S.F. .•:k 9..:..•..-,.' ,•._.`..3, e��Cf POOL DECK: 623 S.F. 0.7'E 0� ��:'+�:��::>::�<>:�:: SHED: 131 's;`is €'s '• ='s' ` ?`:' GRAVEL DRIVEWAY: N/A ; :: :3 �.. MON. N shy;•:: TOTAL 4854 S.F or 13.2% EL 8. 3EL 8.3 9 ,If�EE`z`#iF� z?� s MON. \ ;::..•.�/..,.Z � ..ls b •� o p i s• j1 I OF c'.f!.yesNo o o o`�• 4?s'••sK�'ss?:<�':_�`•�=�'"�''<"I�>;".`i..�`�'�:=�."~�" .:`��?� � ��'� d7• �9p� 83.3'— ........... °cCOVERAGE Z/] EXISTING TOWN OF SOLITHOLD LOTCOVE AG E BASED ON UPLAND LOT AREA 36,750 S.F.k00pOfCKEL 7.0 ',p y'- ';?;9 >'`;`•.> :�' 4- O EXISTING DWELLING: 2604 S.F. WOOD DECK W AWNING: 366 S.F. 0� Nc�P :€i `:'•`:: �—] RAISED REAR DECK. 562 S.F. \ h EL 8.0 ;° -,lf::-;.: x SHED: 131 S.F. 4j '='•>`?' :.:. .; ._:': 63.9' TOTAL 3663 S.F or 10.0% �, \ �.•` ` �yoo' `ii s8�� 43.7' `yam, o LAND Bldg Dept copy from ZBA � � � •�•\ � � OFF Final reviewed doc menu ANN & PAUL GROBEN ZBA File# 5 IRREVOCABLE TRUST Date; / /puaz REVISED 09-10-19 UPDATE SURVEY 06-01-19 7HE IIIII SUPPLY�� ' �' �� :�` �•.` \ WEND 80�!Nog7ry f m DRYMUS AND OCA77ONS SHOWN ARE FROM FIELD OBSERVAM �L SON — FEMA MAP#36103CO162H VAnavDA7UM AND OR DATA OBTAINED FROM OTHERS ';0I ....... ` e qF E4 FLOO NAVD88 �� •VP �, '�, ��'- BOUND AREA: 41,061.09 SQ.FT. or 0.94 ACRES ELE ARY ` • UNAUTHOR12E0 AL7ERATION OR ADD/TION TO THIS SURVEY IS A VIOLATION OF SECAQN 7209 OF 774£NEW YORK STAlE EDUCATION LAW. COPIES SINE OF 7X15 SUI "�.. MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TD BE A VALID TRUE COPY. GUARANIEES INDICATED HEREON SHALL RUN �� ^ \/ \' -�� „�� —� — �• ONLY Til IH£PERSON FOR WOl1 774E SURVEY IS PREPARED AND ON his BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U770N US1ED HEREON,AND IV 7HE ASSIGNEES OF INE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE �� "�•� �••� 7HE OFFSETS OR DIMENWONS SHOKN HEREON FROM 7HE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE IHEREFORE THEY ARE NOT INTENDED TO MONUMENT INE PROPERTY LINES OR 70 GUIDE THE EREC7I01IN OF FENCES, AVD1770MAL S7RUC7URES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE SIRUCRIRES RECORDED OR UNRECORDED ARE NOT VUARAN7EED UNLESS PHYScALLY ENDENT ON 7HE PREMISES AT THE 77ME OF SURVEY MON. SURVEY OR DESCRIBED PROPERTY CERTIFIED To: JOHN R. ARCARA• MAP OF: MICHAEL SCOPILLITE WELLS FARGO BANK. N.A.: s1uATEo Ar:PECONIC TITLE S348994 Toni OF: SOUTHOLD SENNEM M 1WOYCHUS LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Ho: L53 Aquebague, New York 11991 F �t 16-76 sc/uE 1".30'Dare MAY 18, 2016 NILISC. Na 050882 zQ(�of LRbbnt r.FAX Fn,rack FASTENING SCHEDULE BASED ON TABLE R602.3 (1) IRC 2015 n NAILING SCHEDULE �(/l GENERAL CONSTRUCTION NOTES NUMBERAN�TYP SPACING AND SIMPSON H2.5 DESCRIPTION OF FASTENER LOCATION 6" DIAMETER —�►) 1. All construction shall conform to the 2015 International Residential Code at each Rafter. With with 2017 New York State amendments. ROOF FRAMING (5) 8d x 1-1/2" nails in Rafter 4-8d BOX (2-1/2")OR ONSTRUCTION TYPE (5) 8d x 1-1/2" nails in Header 2. Written Dimensions take precedence over scaled dimensions 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOENAIL "1", "II", "III", "IV", OR"V" ■ 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-112")OR EACH JOIST,TOENAIL 3. The contractor prior to the start of construction shall verify all 3-8d COMMON O dimensions, existing Or new and be responsible for Held fit. CEILING JOISTS NOT ATTACHED TO PARALLEL REFLECTIVE RED �� 1-1/4" Metal 3 RAFTER LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP PANTONE#187 12 Min Coil Strap 20 Gage CEILING JOISTS ATTACHED TO PARALLEL 1(9) EACH LAP 4. mechanical systems, electrical systems, 4 RAFTER HEEL JOINT TABLE R802.5. With shall be installed in accordance under latest State approved Building Codes. COLLAR TIES 4-10d FACE NAIL TO EACH RAFTER BOX (3") OR (5) 8d common nails All systems are to be designed, installed, &specified by the general contractors; HVAC, 5 OR 1-1/4"X 20 a RIDGE STRAP 3-1Od COMMON 3" REFLECTIVE � in EACH END at electrical or plumbing sub-contractors. 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND WHITE FIELD Av, EACH Stud. _ Electrical certificates are to be provided the electrical contractor. 4-1Od BOX 1 TOE NAILS ON OPPC SITE SIDE OF EACH RAFTER O TRUSS 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 4-16d OR NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD !^ of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL DESIGNATION FOR STRUCTURAL �— v_J be the responsibility of the general contractor to verify the depth of all existing footings 3-16d BOX OR COMPONENTS THAT ARE OF 1/2" on or adjacent)to electrical meter box for field nspection. \/ disturbed by construction. 2-16d COMMON END NAIL TRUSS TYPE CONSTRUCTION STROKE /\ Where the building official determines that in-place soils with an allowable bearing capacity WALL FRAMING "F' FLOOR FRAMING INCLUDING Residential structures with Truss type construction, of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall GIRDERS AND BEAMS Pre-Engineered Wood Construction And/or Timber Construction JACK STUDS TO HEADER TIE 16d COMMONfor new dwelling and/or any addition,alteration be determined by a soils investigation. 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 3.5"x 0,162" 24"O.C.FACE NAIL "R" ROOF FRAMING a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 (OVER EXTERIOR HEADERS LL' STUD TO STUD AND ABUTTING STUDS AT 16d BOX shall be affixed on or adjacent to any electric box attached to the exterior L.L 6. Cask-in-place concrete shall be air entrained; 5% < 7%total air content by volume and have 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" 16"O.C. FACE NAIL "FR" FLOOR AND ROOF FRAMING of the structure for field Inspection N.T.S. O an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 10 BUILT-UP HEADER 16d COMMON 16"O.C. FACE NAIL ALONG EDGES UNDER SECTION 602 OF THE BCNYS ) garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 (3-1/2"x 0.162 International building code and NYS amendments. 11 CONTINUOUS HEADER TO STUD OR BOX(24-8d COMMMM X0.113") TOE NAIL OR ON All Concrete shall conform to the latest ACI standards. 12 TOP PLATE TO TOP PLATE 16d BOX(3-112"x 0.162) 16"O.C.FACE NAIL 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END SIMPSON H2A W Framing lumber shall be DOUG-Fir#2 or better, E=1.6 X106 13 SIESMIC BRACED WALL LINE SPACING<25 12-16d BOX JOIST)MIN 24"LAP SPLICE LENGTH) at each Rafter. With 1-114" x 20 gage G-185 Min. Fb for dimensional lumber= 850 psi1-1/211 rr^� DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 12-16d(3-112"x 0.135") FACE NAIL ON EACH SIDE OF END (5) 8d x 1-1/2 nails in Rafter Galvanized Strap W v SIESMIC BRACED WALL LINE SPACING>25' JOIST)MIN 24"LAP SPLICE LENGTH) (2) 8d X 1-1/2" nails in plate with (5)-8d common nails 8. ALL EXTERIOR LUMBER Shall be ACO requiring the following: a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16 BOXO(3-1112"j3 112")OR 115"O.C. FACE NAIL 12"O.C. FACE NAIL (5) 8d x 1-1/2" nails in Stud at each stud, wrap under sill or stainless steel. OR BLOCKING(NOT AT BRACED WALL) 0 uplift - 575lbs and nail to back of each sill. b.) Use Copper flashing Only against ACQ Lumber Sill Plates BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL Strap may be attached OVER c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc 15 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL shall be Hot-Dipped Galvanized or Stainless Steel � the plywood OR directly to 163-16d BOX Exterior Lumber shall be#2 Southern Pine TOP OR BOTTOM PLATE TO STUD 2-16d COMMON END NAIL 1-1/4" x 20 Gage Metal Coil g Studs. —� rap mmon 9. All En ineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be AND INTERSECTIONS 3-10d BOX FACE NAIL ineachwith catch jack studs iv g 17 TOP PLATES,LAPS AT CORNERS � O D installed in accordance with the manufacturers latest installation details, V.- 0 z-16d coMMON Framing connectors,Allowable Hole diagrams, specifications, etc. 3-8d Box and window o i door Header. Z "Micro-Larrl" Design Stress: E = 1.9, Fb=2,600 psi, FV=285 psi 1$ 1' BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL Typical each side and ALL "Parallam F'SL" Design Stress: E = 2.0, Fb=2,900 psi, Fv= 290 psi windows and doors. W "Anthony Power Beams Design Stress; E =2.1, Fb=3000 psi, Fv=300 psi DBLE RIM SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO FRAMING RAFTER-TO-STUD CONNECTOR 8, JOIST 2x8 floor joists @ 16" oc W W' J —� JACK STUDS TO HEADER TIE Teco to Rim Joists DESCRIPTION OF SPACING OF FASTENERS > W 0 NUMBER AND TYP N.T.S. 3/4" Plywood Soffit v TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES BUILIDNG ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE ROOF SHEATHING " Q0 T OF FOUNDATION MATERIALS SUPPORTS GABLE END WALL FRAMING NOTE; 8d COMMON NAILS ARE 8 diameter pc pier J— 6d COMMON(ROOF)FLOOR,WALL) A 2-1/2" LONG CLASS OF MATERIAL LOAD-BEARING PRESSURE ._.� 30 3/8"- 1/2" 8d COMMON(ROOF) 6" 12" 6" Crystalline bedrock 12,000 psf A CL Sedimentary and foliated rock 4,000 psf 31 19132"- 1" 8d COMMON 6" 12" 6" 1 1 ^ 0 Sandy gravel and/or gravel (GW and GP) 3,000 psf W LL0 O Sand, silty sand, clayey sand, silty gravel and clayey gravel EXTERIOR WALL WOOD STRUCTURAL PANELS 7 `- , M Si (SW, SP, SIM, SC, GM and GC) 2,000 psf TO RESIST WIND PRESSURES Clay, sandy clay, silty clay, clayey silt, silt and sandy silt i (CL, ML, MH and CH) 1,500b psf I WALL NAIL SPACING Tie @ each rafter ehurricane MINIMUM NAIL MIN WOOD WOOD a. When soil tests are required by Section R401.4, I ` 1%A1L SMIE --- " -PEMETRATION STRUCTURAL STRUCTURAL PANEL STUD THICKNESS SPACING EDGES FIELD the allowable bearing capacities of the soil shall be part of the recommendations. PANEL SPAN RATING b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf '1 8d COMMON NAIL 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" _ are likely to be present at the site, the allowable bearing capacity shall be (2.5"X 0131") 7 determined by a soils investigation. INTERIOR GYPSUM WALL BOARD 91 WINDOW HDR GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS _ THICKNESS SIZE OF NAILS APPLICATION ORIENTATION TO MEMBERS TO WOOD FRAMING CN FRAMING SPACING SCREWS ;Fey:—. D AS NOT Q 1/2" CEILING EITHER DIRECTION 7" 12" 5d COOLER NAILS 1-114" x 20 Gage Metal Coil DATE: B P # WALL EITHER DIRECTION 8" 16" Strap with (5�8d common nails FOR ALL BRACED WALL PANEL in each end. catch 'ack studs FEE:1/2" LOCATIONS NCLUDING TOP 1 NOTIFY BUILDING L)E PART WALL BRACED WALL MENTAT 7" 7" AND BOTTOMPLATES and window or door Header. 765-1802 8 AM TO 4 PM FOR THE IRC TABLE R802.5.1(9) _ IRC TABLE 602.10.4 Typical each side and ALL FOLLOWING INSPECTIONS: RAFTER/CEILING JOIST HEEL CONNECTION CEILING EITHER DIRECTION WALL EITHER DIRECTION 8" 16" 6d COOLER NAILS I. FOUNDATION - Tti10 REQUIRED 5/8" windows and doors. FOR POURED CONCRETE RAFTER RAFTER GROUND SNOW:20 PSF TYPE"X" AT a ATE 1-7/8"LONG 6d COATED NAILS OR 2. ROUGH - SLOPE SPACING EQUIVALANT DRYWALL SCREWS. TYPCIAL ELEVATION FRAMING &� PLUMBING ROOF SPAN GARAGE CEILING PERPENDICULAR 6 6 SCREWS SHALL COMPLY WITH WALL TO HEADER STRAPPING 3. INSULATION 5/$ BENEATH 12 FT 20 FT 28 FT 36 FT HABITABLE ROOMS IRC SECTION R702.3.5.1 4. FINAL - CONSTRUCTION MUST nts BE COMPLETE FOR C,0. NUMBER OF 16D COMMON NAILS A.ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANELS ROOF SHEATHING TO GABLE ALL CONSTRUCTION SHALL MEET THE rn END WALL FRAMING SHALL BE SPACED 6"O.C.. T Lu REQUIREMENTS OF THE V— W CODES OF NEW o 1— _ WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING ROOF SHEATHING TO GABLE END WALL FRAMING tV Z 3:12 is^o.c. 5 8 10 13 YORK STATE. NOT RESPONSIBLE FOR SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO DESIGN OR CONS(RUCTION ERRORS. cl Z j- 4:12 16"O.C. 4 6 8 10 GABLE END WALL FRAMING 6:12 16"O.C. 3 5 6 8 L TABLE 602.10.5 Q m 7: 12 16"O.C. 3 4 5 6 r 'I COMPLY WITH ALL CODES OF =11~ Z � w � METHOD CS-GB: TABLE R602.3(1)& NEW YORK STATE & TO%NN CODES 0 -1 I I I I I I R602.10.3(3)GYR BD FASTENING. AS REOU -D A-NID CONDITIONS Oil: Q U 9:12 16"O.C. 3 4 4 5 4"OC AT THE PANEL EDGES,INCLUDING C �` � ^ 3 3 4 4 I I I I I I TOP AND BOTTOM PLATES AND ALL 12: 12 16o.c. MIN. UNIFORMLY DISTRIBUTED LOADS ALLOWABLE DEFELECTION Of ALLOWABLE I I I I I HORIZONTAL JOIINTS BLOCKED.(BOTH SIDES) STRUCTURAL MEMBERS DEFLECTION SCREWS(1518'TYPE W OR S) THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS USE LIVE DEAD Rafters having slopes greater than 3/12 with 1 1 I LOAD LOAD U180 I METHOD CS-WSP: L -cnu-,�^' - LOCATED HIGHER IN THE ATTIC THE HEEL JOINT no finished ceiling attached to rafters I I I CONNECTION SHALL BE INCREASED AS FOLLOWS: Uninhabitable attics without storage 10 1 1 I AS PER TABLE R602.3(3) �� ` � I �ti'ti 1 i1�S'EtS Interior walls and partitions Hl180 1 1 1 1 I 1 EXTERIOR SHEATHING ATTACHED �J N.Y.S.. DE" _Z Uninhabitable attics with limited storage 20 10 1 1 1 1 1 WITH 8d COMMON NAILS L/360 I I I (0.131 X 2.5"LONG) H c / H r HEEL JOINT AJDUSTMENT FACTOR Habitable attics&attics served with fixed stair 30 10 1 I AT 6"O.C.ON EDGE AND 12" O.C. p �♦V^ry All other structural memebers 0240 I I I I I I IN FIELD OCCUPANCY OR _ N 1 / 3 Balconies(exterior)and decks 40 10 I I I I 1 1 BRACED WALL PANEL INTERIOR FINISH: 1.5 Exterior walls with stucco finish H/360 I I I I I SHALL BE MIN. 1/2"GYP.BD FASTENED = 0) 1 /4 1.33 Fire escapes 40 20 1 I 1 I WITH NAILS OR SCREWS IN ACCORDANCE USE IS UNLAWFUL ��q _ Exterior walls-wind loads/brittle finishes L/240 - — — — - - — — — U — — — -{ WITH IRC TABLE R702.3.5 OR v� L 1 / 5 1.25 Guards and Handrails 200 I.. _ _ — _ _ _ _ _ — _ _ _ TABLER602.3(1)FOREXTERIORWALL WITHOUT CEf�Tl1*(CAT w 1 / 6 1.20 Exterior walls-wind Ioads/flexible finishes U140 = I I 1 1 SHEATHING �■ a Guard In fill components 50 g P height I 1 ' OF OCCUPANCY � t z�A L span length,H=s an hei Z = Lu I I I ALL HORIZONTAL PANEL JOINTS >!k passenger vehicle garages 50 2 I 1 SHALL OCCUR OVER AND BE I W r Rooms other than sleeping rooms 40 10 1 NAILED TO COMMON FRAMING Q N Ll) Sleeping rooms 30 10 OR BLOCKING WITH WITH PANEL P s 1 ELECTRICAL EDGE-NAILING IN ACCORDANCE WITH THE IRC SECTION R602.10.10 C " M Stairs 40 20 I Ii4SPEGTl0�9 REQUIRED ' 00 M O Roof 20 20 I I I 2 X STUD WALL I� �'�/ C N 1 1 ® L.L 1 I I I II 2 X BOTTOM PLATE O L� M 1 1 1 I I All exterior lighting W ) co CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I 1 1 i i I installed, replaced or ;�� A G __ __ __ __ __ __ __ __ __ repaired shall conform 901 WIND DESIGN SUBJECT TO DAMAGE FROM AIR MEAN to Chapter 17219, GROUND WIND WIND SIESMIC WINTER ICE SHIELD FLOOD SNOW SPECIAL DESIGN UNDERLAYMENT HAZARD LOAD SPEED TOPOGRAPHIC BORNE EXPOSURE DESIGN FROST FREEZING ANNUAL O the To«rn Code WIND WEATHERING LINE TERMITE INDEX TEMP � I (MPH) EFFECTS REGION DEBRIS CATEGORY CATAGORY DEPTH TEMP REQUIRED FASTENING REQUIREMENTS FOR ZONE SEVERE 3�_�� MODERATE 15 YES NO 1500 or less 52.2 BRACED WALL PANEL AS PER , olso�o O� 20 LBS 1 :5140 NO NO NO B B TO HEAVY I I TABLE R602.3.(3) EOF NE`Ny M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED BITUMEN SHEET USED IN PLACE OF 12 TYPICAL ROOF CONSTRUCTION NORMAL UNDERLAYMENT AND TOP OF_PLAT_E— — _ – 0 1.4 U EXTEND FROM THE LOWEST EDGES OF TOP OPLATE Class A Asphalt Roof Shingles w/ ALL ROOF SURFACES TO A POINT NOT - - — - —F - — - — - — fasteners per manufacturers specification LESS THAN 24 INCHES INSIDE THE ( • ) EXTERIOR WALL LINE OF THE BUILDING. 4"AZEK FASCIA and I RC 2015. ON ROOFS WITH SLOPE EQUAL OR GREATER 6"FRIEZE TRIM THAN 8112,THE ICE BARRIER SHALLALSO BE Ice & Water barrier over entire roof area AZEK OUTRIGGERS APPLIED NOT LESS THAN 36"MEASURED ALONG 2x8 Roof Rafters @ 16" oc Framing As per plans with THE ROOF SLOPE FROM THE EAVE EDGE OF THE _ 2 layers - 3/4" CDX span rated plywood Sheathing. BUILDING o q �/T-111 PLYWOOD Nail to framing in accordance Fastener co T-111 PLYWOOD a� SIDING U) \ SIDING v, Schedules & Strapping per detail sheet(s). of Flashing per IRC R905.2.8 12 X 1.4 1'-0" TYP TYPICAL SOFFIT CONSTRUCTION. TOP OF PLATETOP of suBFLooR TOP OF SUBFLOOR— —_ _ — — _ — 12" overhangs-typical — - - - — - - — - — - — - LL 4"Azek fascia _ _TOP OFTOP OF _PLATE _ _ o EXISTING GRADE _ I I I I EXISTING GRADE 6 Azek Frieze bd I I I I 11 EXISTING POOL ' Azek outriggers -30 BATT u— u u DECK [ I I ] [ I I ] Bottom gofINULATIOMetal drip edge per IRC R905.2.8.5 Footing — 36"below TYPICAL EXTERIOR WALL Grade Minimum 2 x 4 Doug-Fir Wood Studs @ 16" oc. Double top Plate and Single Sole Plate. REAR ELEVATION 1/2" exterior Grade - Span Rated POOLHOUSERIGHT ELEVATION W Continuous Structural pl plywood Sheathing. POO o SCALE: 1 /4" - V-011 ++ - + ++ p� SCALE. 1 /4 — 1 -0 Fastened per Fastener schedule. R-13 BATT O gaf House Wrap or equal. INSULATION Q T T-1 11 plywood Siding installed per manuf Z specs and IRC code. Cont. load path strapping installed in accordance 3/4"PLYWD SUBFLR Fire Blocking O with drawings. Provide F e g in accordance with IRC R302.11 & R302.11.1 and _ TOP OF SUBFL_OOR _ TOP OF SUBFL_OOR TOP OF ROOF_ _ _ _ _ – 12 f O Draftstopping per R302.12 & R302.12.1 i 1.4 _ _ — _ TOP of PLATE Z TOP OF EXISTING TOP OF PLATE 4"AZEK FASCIA ® W ^ w TYPICAL FLOOR CONSTRUCTION — - — - —- - POOL DECK - - "FRIEZE TRIM 3/4" Plywood Span Rated Subfloor 7.5"MINERAL AZEK OUTRIGGERS 16"X 28" Top and Bottom of 2x8 floor joists Glued WOOL t AWNING ® W W —J and Nailed in accordance with the INSULATION fastener schedule. a Bottom of deck c� � �-- T-111 PLYWOOD�..,_. ' ` > W0 4 Wrap floor system with grace watershield pier Footing 3!4"PLYWD SOFFIT SIDING m O E0 36"below WRAP IN GRACE °0 T-111 PLYWOOD �� Q top, bottom and sides of Box Grade Minimum WATER SHIELD SIDING 2x6 acq sill, 1/2" anchor bolt in each pier 'J ' ^ UIX L TTYPICAL FOUNDATION CONSTRUCTION AZEK 9"BARGE BOARD C accordance with chapter 4 TOP OF SUBFLOOR - – WITH DRIP EGE – _ TOP OF SUBFLOOR W CL C C 3000 psi Air Entrained 8" Diameter SECTION - A Q co U) cast-in-place concrete piers on 24" x 24" x 12" thick JEXI TI �. TOP TI EXISTING GRADE EXISTING POOL I I I I I I EXISTING POOL cast-in-place Concrete Footing as per IRC R403. I I I I DECK DECK I I I I I I INTERIOR WALL FINISH - SGAt-E: 318++ +-0++ Bottom of u r u L r u u ,—, Bottom of Footing Footing L 36"below Provide 1/2" Gypsum Wall Board on ceilings t 36'below GGrade Minimum Grade Minimum and walls. LEFT ELEVATION FRONT ELEVATION SCALE: 1 /4" = V-0" SCALE: 1 /4" = V-0" 8 " 8,-3" 81-311 10 TYP FOOTING: 48"CS-WSP 48"CS-WSP 8"DIAMETER CONCRETE PIER W/J ANCHOR ON - '--' '--- -' BRACING METHOD 24"X 24"12"THICK e CONCRETE FOOTING. ' ® ' CS-WSP CONTINUOUS SHEATHING MIN,36"BELOW GRADE i I+ i i it i U U WOOD STRUCTURAL PANEL DETAIL #1 ON DWG-2 0 II-- ---� vv H o , 2x 8 RAFTERS na i6"oc BRACED WALL NOTES_ N Z 2x8 ACQ FLOOR JOISTS(d!16"OC o — REFER TO DETAILS ON DWG-2 nj O¢ FOR HOLDOWNS,STRAPPING,BRACED r- m N WALL DIAGRAMS AND DWG-1 �- Q I 3 uFOR NAILING SCHEDULE. ALL BRACED = li.l � = WALL PANELS SHALL BE FULL-HEIGHT z Q [i o o SECTIONS OF WALLWITH NO VERTICAL Q A 3�_ N OR HORIZONTAL OFFSETS. r �' z w :Q� POOL HOUSE A WW co 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH A - A 0 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 i W ,n }-co w Wo> o_ 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 ,^ I, ,l zz m = 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINEC0 Cn v♦ SHALL BE OFFSET NOT MORE THAN 4 FEET. FD n 3 I 0 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL + I � _� I ' THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. ♦�♦^ ' ' _ ------- -------------____; 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH V I a a II I - _ _ a END OF A BRACED WALL LINE r^ ' ` - 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL v - ---------- --------------------- Co-X"--'-"'----'-----'�" ------------ �� PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER IRC FIGURE T N N U U R602.10.2.2 11 N _N_l_ "co • '` !� 48"CS-WSP 48"CS-WSP W U 81-3" F^ f'4w zero W El U L r— {el r. w a a) Lo 1, Q > M 3 C ' M FOUNDATION PLAN FLOOR PLAN LU _ 'w Di co 1/4" - 1'-0" SCALE: 1/4" = 1'-0" m V _ "��- NSCALE: BUILDING CONTAINS NO HEAT, O o CU c GAS OR PLUMBING Q u7 t0 DAR Q � i s�qT so�� y0� F O NEN I FASTENING SCHEDULE BASED ON TABLE R602.3 (1) IRC 2015 NAILING SCHEDULE GENERAL CONSTRUCTION NOTES NUMBER AND TYP SPACING AND SIMPSON H2.5 DESCRIPTION OF FASTENER LOCATION 6" DIAMETER ----► 1. All construction shall conform to the 2015 International Residential Code I I at each Rafter. With with 2017 New York State amendments. ROOF FRAMING (5) 8d x 1-1/2" nails in Rafter 4-8d BOX (2-1/2")OR µ 5 8d x 1-1/2" nails in Header 2. Written Dimensions take precedence over scaled dimensions 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE EACH RAFTER,TOE NAIL CONSTRUCTION TYPE ( ) P 3-8d COMMON �' "I", "II", "III", "IV", OR"V" ■ CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR o 3. The contractor prior to the start of construction shall verify all 2 3-8d COMMON EACH JOIST,TOE NAIL ,�� dimensions, existing or new and be responsible for field fit. CEILING JOISTS NOTATTACHED TO PARALLEL TABLE R802.5.1(9) EACH LAP �� REFLECTIVE RED 12" Min 1-1/4" Metal 3 RAFTER LAPS OVER PARTITION PANTONE#187 CEILING JOISTS ATTACHED TO PARALLEL Coil Strap 20 Gage 4. mechanicals sterns, electricals stems, TABLE R802.5.1(9) EACH LAP Y Y 4 RAFTER HEEL JOINT With shall be installed in accordance under latest State approved Building Codes. COLLAR TIES 4-10d BOX (3") OR 5 8d common nails r � All systems are to be designed, installed, & specified by the general contractors; HVAC, 5 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON T- FACE NAIL TO EACH RAFTER e ( ) V electrical or plumbing sub-contractors. REFLECTIVE In EACH END at Z P 9 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND WHITE FIELD Electrical certificates are to be provided the electrical contractor. 4-1od Box 1 TOE NAILS ON OPPOSITE SIDE EACH Stud. OF EACH RAFTER OR TRUSS 5. All New Footings, shall bear on Virgin, undisturbed soil with an assumed bearing capacity � TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 4-16d OR y �_ of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD be the responsibility of the general contractor to verify the depth of all existing footings 3-16d BOX OR DESIGNATION FOR STRUCTURAL Applicant shall provide engineered wood placard COMPONENTS THAT ARE OF 1/2" disturbed by construction. 2-16d COMMON END NAIL TRUSS TYPE CONSTRUCTION on or adjacent to electrical meter box for field inspection.STROKE STROKE Where the building official determines that in-place soils with an allowable bearing capacity WALL FRAMING "F" FLOOR FRAMING INCLUDING Residential structures with Truss type construction, UJ GIRDERS AND BEAMS Pre-Engineered Wood Construction And/or Timber Construction JACK STUDS TO H EADER TI E of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall for new dwelling and/or any addition,alteration OVER EXTERIOR HEADERS 16d COMMON I.R. ROOF FRAMING a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 ( ) be determined by a soils investigation. $ STUD TO STUD(NOT AT BRACED WALL PANELS) 3.5"x 0.162" 24"O.C.FACE NAIL 9 Y 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX shall be affixed on or adjacent to any electric box attached to the exterior 6. Cast-in-place concrete shall be air entrained; 5% < 7%total air content by volume and have 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" 16"O.C. FACE NAIL "FR" FLOOR AND ROOF FRAMING of the structure for field inspection N.T.S. O an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 10 BUILT-UP HEADER 16d COMMON 16"O.C. FACE NAILALONG EDGES UNDER SECTION 602 OF THE BCNYS garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 (3-1/2"x 0.162") International buildin code and NYS amendments. 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"X0.113") TOE NAIL g OR 4-8d COMMON All Concrete shall conform to the latest ACI standards. 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL < 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END SIMPSON H2A nW Framing lumber shall be DOUG-Fir#2 or better, E=1.6 X 106 SIESMIC BRACED WALL LINE SPACING<25' 12-16d BOX JOIST)MIN 24"LAP SPLICE LENGTH) 1-1/4" �■+� '^ Min. Fb for dim13 einsional lumber= 850 psi at each Rafter. With x 20 gage G-185 W DOUBLE TOP PLATE SPLICE SDCsA-D2 WITH FACE NAIL ON EACH SIDE OF END 5 8d x 1-1/2" nails in Rafter Galvanized Strap 12-16d(3-1/2"x 0.135") ( ) p SIESMIC BRACED WALL LINE SPACING>25' JOIST)MIN 24"LAP SPLICE LENGTH) 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: (2) 8d x 1-1/2" nails in plate with (5)-8d common nails a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL (5) 8d x 1-1/2" nails in Stud at each stud, wrap under sill 0 OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL or stainless steel. uplift - 5751bs and nail to back of each sill. b.) Use Copper flashing Only against ACQ Lumber Sill Plates 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL Strap may be attached OVER c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL the plywood OR directly to Z shall be Hot-Dipped Galvanized or Stainless Steel. 3-16d BOX J Exterior Lumber shall be#2 Southern Pine 16 TOP OR BOTTOM PLATE TO STUD2-16d COMMON END NAIL 4 1-1/4" x 20 Gage Metal Coil 2 Studs. Strap with (5)-8d common nails cel O 9. All Engineered Wood Products such as "Trus Joists, MicroLam, etc" shall be 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL in each end. catch jack studs 0 installed in accordance with the manufacturers latest installation details, 2-16d COMMON Framing connectors,Allowable Hole diagrams, specifications, etc. 3-8d Box and window or door Header. Z "Micro-Lam" Design Stress: E = 1.9, Fb =2,600 psi, Fv= 285 psi 18 1" BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL Typical each side and ALL "Parallam PSL" Design Stress: E = 2.0, Fb = 2,900 psi, Fv= 290 psi windows and doors. "Anthony Power Beams Design Stress; E = 2.1, Fb = 3000 psi, Fv= 300 psi SUSFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND DBLE RIM" Q Q RAFTER-TO-STUD CONNECTOR & JOIST 2x8 floor joists 16" oc W PARTICLE BOARD WALL SHEATHING TO FRAMING J @ � ' I ' JACK STUDS TO HEADER TIE Teco to Rim Joists \�-+ DESCRIPTION OF SPACING OF FASTENERS N.T.S. Plywood U / W 0 NUMBER AND 3/4'� PI ood Soffit TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES BUILIDNG ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE ROOF SHEATHING O Z OF FOUNDATION MATERIALS SUPPORTS GABLE END WALL FRAMING NOTE; 8d COMMON NAILS ARE 8 diameter pc pier 0� CLASS OF MATERIAL LOAD-BEARING PRESSURE 30 3/8"- 1/2" 6d COMMON(SUBFLOOR,WALL) 6„ 12„ A 6„ 2-1/2" LONG -� L.L_ 8d COMMON(ROOF) 1..�... 0.� ' n Crystalline bedrock 12,000 psf Sedimentary and foliated rock 4,000 psf 31 19/32"- 1" 8d COMMON 6" 1211 A 6" ^ 0 O Sandy gravel and/or gravel (GW and GP) 3,000 psf 0. Sand, silty sand, clayey sand, silty gravel and clayey gravel EXTERIOR WALL WOOD STRUCTURAL PANELSco �n VJ (SW, SP, SM, SC:, GM and GC) 2,000 psf TO RESIST WIND PRESSURES Simspon hurricane Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) 1,500b psf WALL NAIL SPACING Tie @each rafter WOOD MINIMUM NAIL MIN WOOD a. When soil tests are required by Section R401.4, NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD the allowable bearing capacities of the soil shall be part of the recommendations. PANEL SPAN RATING THICKNESS SPACING EDGES FIELD b. Where in-place soils with an allowable bearing capacity of less than 1,500 psf 8d COMMON NAIL 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" are likely to be present at the site, the allowable bearing capacity shall be (2.5"X 0131") determined by a soils investigation. INTERIOR GYPSUM WALL BOARD WINDOW HDR GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS FRAMING SPACING SCREWS TO WOOD FRAMING 1/2" CEILING EITHER DIRECTION 7" 12" 5d COOLER NAILS 1-1/4" x 20 Gage Metal Coil WALL EITHER DIRECTION 8" 16" Strap with (5)-8d common nails 1/2" FOR ALL BRACED WALL PANEL in each end. catch jack studs WALL BRACED WALL LOCATIONS NCLUDING TOP IRC TABLE R802.5.1(9) 7 7 ARC TABLE 602.ND 1045 and window or door Header. IRAFTER/CEILING JOIST HEEL CONNECTION CEILING EITHER DIRECTION Typical each side and ALL 5/8" WALL EITHER DIRECTION 811 1611 6d COOLER NAILS windows and doors. RAFTER RAFTER GROUND SNOW:20 PSF SLOPE SPACING TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR TYPCIAL ELEVATION WALL TO HEADER STRAPPING ROOF SPAN GARAGE CEILING EQUIVALANT DRYWALL SCREWS. 5/8" GARAGE PERPENDICULAR 6 6 SCREWS RC SECTION R702.3.5.1 vITH 12 FT 20 FT 28 FT 36 FT HABITABLE ROOMS I I I I nts NUMBER OF 16D COMMON NAILS A. ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANELS ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6"O.C.. 0 w 3: 12 16"O.C. 5 8 10 13 WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING ROOF SHEATHING TO GABLE END WALL FRAMING ON 4: 12 16"O.C. 4 6 8 10 SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO Z GABLE END WALL FRAMING Z m 5: 12 16"O.C. 3 5 6 8 TABLE 602.10.5 I_ �I U) a >Z 7: 12 16"O.C. 3 4 5 6 T• Z) J > _ _ _ _ _ METHOD CS-GB: TABLE R602.3(1)& 0 Q ry 9: 12 16"O.C. 3 4 4 5 I 1 1 I I I R602.10.3(3)GYP.BD FASTENING. U 0 4"OC AT THE PANEL EDGES, INCLUDING Q U) 12: 12 16"O.C. 3 3 4 4 I I I I I I TOP AND BOTTOM PLATES AND ALL MIN. UNIFORMLY DISTRIBUTED LOADS ALLOWABLE DEFELECTION OF ALLOWABLE I I I I I HORIZONTAL JOIINTS BLOCKED. (BOTH SIDES) STRUCTURAL MEMBERS DEFLECTION I I I I I SCREWS(1 5/8"TYPE W OR S) THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE LIVE DEAD 1 BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS USE Rafters having slopes greater than 3/12 with I I I I LOCATED HIGHER IN THE ATTIC THE HEEL JOINT LOAD LOAD no finished ceiling attached to rafters L/180 METHOD CS-WSP: Uninhabitable attics without storage 10 I I I 1 I I AS PER TABLE R602.3(3) V) CONNECTION SHALL BE INCREASED AS FOLLOWS: Interior walls and partitions H/180 Z1, EXTERIOR SHEATHING ATTACHED Z WITH 8d COMMON NAILSUninhabitable attics with limited storage 20 10 I I I I I (0.131 X 2.5"LONG) H c/ H r HEEL JOINT AJDUSTMENT FACTOR L/360 I I I I I AT 6"O.C.ON EDGE AND 12" O.C. ♦n Habitable attics&attics served with fixed stair 30 10 0 All other structural memebers L/240 I I I I I I IN FIELD 1 / 3 1.5 Balconies(exterior)and decks 40 10 I I I I I ( BRACED WALL PANEL INTERIOR FINISH: Exterior walls with stucco finish H/360 I I I I I SHALL BE MIN, 112"GYP.BD FASTENED A 1 /4 1.33 Fire escapes40 20 I I I I WITH NAILS OR SCREWS IN ACCORDANCE 1 / 5 1.25 Exterior walls-wind loads/brittle finishes L/240 - - - - - - - - - U - - - -{ WITH IRC TABLE R702.3.5 OR Guards and Handrails 200 _ - _ - _ _ _ _ _ _ _ _ TABLE R602.3(1)FOR EXTERIOR WALL UJI Exterior walls-wind loads/flexible finishes L/140 1 / 6 1.20 = I I II SHEATHING Guard in-fill components 50 ` L=span length, H=span height W ALL HORIZONTAL PANEL JOINTS I I I v (n z passenger vehicle garages 50 I I = I I I � Rooms other than sleeping rooms 40 10 1 I SHALL OCCUR OVER AND BE W L NAILED TO COMMON FRAMING U ` L0 Sleeping rooms 30 10 I OR BLOCKING WITH WITH PANEL �.,.. � .> M Stairs 40 20 EDGE-NAILING IN ACCORDANCE WITH THE IRC SECTION R602.10.10 1�. � I UJJI -0 O I I I 0 c Roof 20 20 I I I I I 2 X STUD WALL 03 U ,_ .0 N I I I I I 2 X BOTTOM PLATE � % O (Cf I I I I I I ED Aq / < LIj CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND DESIGN SUBJECT TO DAMAGE FROM - - - - - - - - �- - - GROUND WIND WIND SIESMIC WINTER ICE SHIELD FLOOD AIR MEAN2020 c SNOW SPECIAL SEP 1 1 SPEED TOPOGRAPHIC BORNE EXPOSURE DESIGN FROST DESIGN UNDERLAYMENT HAZARD FREEZING ANNUAL LOAD WIND WEATHERING LINE TERMITE INDEX TEMP 1' '•T� (MPH) EFFECTS REGION DEBRIS CATEGORY CATAGORY TEMP REQUIRED ZONE DEPTH FASTENING REQUIREMENTS FOR <_140 NO NO NOOil SEVERE MODERATE 15 YES NO 1500 or less 52.2 BRACED WALL PANEL AS PER r>..., -'1 .;': j>; 20 LBS B B 3-0 TO HEAVY OF t4 TABLE R602.3.(3) M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER 2 R905.1.2 ICE BARRIERS; b SELF-ADHERED POLYMER MODIFIED TYPICAL ROOF CONSTRUCTION BITUMEN SHEET USED PLACE OF 12 NORMAL UNDERLAYMENT AND TOP OF PL — ©1.4 EXTEND FROM THE LOWEST EDGES OF TOP OF PLATE Class A Asphalt Roof Shingles w/ ALL ROOF SURFACES TO A POINT NOT - - - — - — - — - — fasteners per manufacturers specification LESS THAN 24 INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. 4"AZEK FASCIA and IRC 2015. ON ROOFS WITH SLOPE EQUAL OR GREATER 6"FRIEZE TRIM Ice & Water barrier over entire roof area THAN 8/12,THE ICE BARRIER SHALL ALSO BE — AZEK OUTRIGGERS APPLIED NOT LESS THAN 36"MEASURED ALONG 2x8 Roof Rafters @ 16" oc Framing As per plans with THE ROOF SLOPE FROM THE EAVE EDGE OF THE 2 layers - 3/4" CDX span rated plywood Sheathing. BUILDINGo q NST-111 PLYWOOD Nail to framing in accordance Fastener oo T-111 PLYWOOD o� SIDING � ) Schedules & Strapping per detail sheet(s). �� SIDING v J Flashing per IRC R905.2.8 12 X D 1.4 1'-0" TYP TYPICAL SOFFIT CONSTRUCTION. — TOP OF SUBFLOOR— _ — TOP OF SUBFLOOR UJ 12" overhangs-typical _ TOP OF PLATE _ �) — - — — - _ _ — _ — _ — — — _ _ U. 4"Azek fascia c �� 1 S� 6" Azek Frieze bd _ _ _TOP OF PLATE _ _ EXISTING POOL I I I I EXISTING GRADE I I TOP I I I I EXISTING GRADE 0 Azek outriggers DECK R-30 BATT Metal drip edge per IRC R905.2.8.5 INSULATION u r u r u r ,_, ,J Bottom of L L LI Footing 36"below TYPICAL EXTERIOR WALL Grade Minimum W 2 x 4 Doug-Fir Wood Studs @ 16 oc. Double top Plate and single Sole Plate. REAR ELEVATIONRIGHT ELEVATION W 1/2" exterior Grade - Span Rated POOL HOUSE Continuous Structural plywood Sheathing. °' o SCALE: 1 /4" = 1 -0�� III = 11 Fastened per Fastener schedule. 00 SCALE: 1 /4 — 1 -0 O R-13 BATT gaf House Wrap or equal. INSULATION T-111 plywood Siding installed per manuf Z specs and IRC code. J Cont. load path strapping installed in accordance Q with drawings. Provide Fire Blocking in accordance 3/4"PLYWD SURFER (� lO with IRC R302.11 & R302.11.1 and TOP OF SUBFLOOR _ _ _ TOP O_F SUBFL_OOR TOP OF ROOF_ _ — _ — 12 1— �— Draftstopping per R302.12 & R302.12.1 — - - 1.4 12 TOP OF PLATE_ Z O L.i.. TOP OF EXISTING n TYPICAL FLOOR CONSTRUCTION POOL DECK ..� . - .�_ __ , TOP OF PLATE _ _ — 4"AZEK FASCIA W 6"FRIEZE 7MI 3/4" Plywood Span Rated Subfloor AZEK OUTRIGGERS Q 7.5"MINERAL 16"X 28" Top and Bottom of 2x8 floor joists Glued WOOL _ AWNING W W and Nailed in accordance with the INSULATION q \ fastener schedule. T-111 PLYWOOD_ o > W Bottom of deck SIDING o� Wrap floor system with grace watershield pier Footing 3/4"PLYWD SOFFIT00 T- O top, bottom and sides of Box 36"below WRAP IN GRACE 111 PLYWOOD 2x6 acq sill, 1/2" anchor bolt in each pier Grade Minimum WATER SHIELD SIDING J ry FIX n IIn 0 TYPICAL FOUNDATION CONSTRUCTION AZEK 9"BARGE BOARD LAS 0 TOP OF SUBFLOOR WITH DRIP EGE TOP OF SUBFLOOR in accordance with chapter chapter - - - - - - - - - - - - - - - - - - - - - - - W x- 3000et d 8" Di i t E i Ai sr Entrained M U P " u n SECTION _ ) A „_� TOP OF L� TOP OF < �' ♦ v cast-in-place concrete piers on 24 x 24 x 12 thick EXISTING GRADE EXISTING POOL I I I I I I EXISTING POOL cast-in-place Concrete Footing as per IRC R403. I I I I DECK I I I I I DECK INTERIOR WALL FINISH SCALE: 3/8" = 1 -0" Bottom of ( u u u r r Footing Bottom of Footing 36"below Provide 1/2" Gypsum Wall Board on ceilings 36"below Grade Minimum and walls. Grade Minimum LEFT ELEVATION FRONT ELEVATION SCALE: 1 /4" = V-0" SCALE: 1/411 = 1 '-0" 8'-3" 8'-3" TYP FOOTING: 48"CS-WSP 48"CS-WSP 8"DIAMETER CONCRETE -- PIER W/J ANCHOR ON a. o- BRACING METHOD 24"X 24" 12"THICK — — — — I— fn cn CONCRETE FOOTING. CS WSP CONTINUOUS SHEATHING MIN.36"BELOW GRADE U co U WOOD STRUCTURAL PANEL DETAIL #1 ON DWG-2 Q --- ---r v v C) W I— 2 BRACED WALL NOTES: N Z O Of @ 2x 8 RAFTERS 16"ocZ _ cn REFER TO DETAILS ON DWG-2 N }- 2x8 ACQ FLOOR JOISTS cr 1x_6 o QO Q ^ FOR HOLDOWNS,STRAPPING,BRACED U) m 00 z w N WALL DIAGRAMS AND DWG-1 E— < Z w = FOR NAILING SCHEDULE. ALL BRACED W 6iO E- WALL PANELS SHALL BE FULL-HEIGHT J Q II z z0 o _ SECTIONS OF WALL WITH NO VERTICAL Q iry -+ _ Z U_—Of N OR HORIZONTAL OFFSETS. Q Q n o A `- z u, a N POOL HOUSE ~ ww 001. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH A A A W w CD 2 MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 o> g 3, BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 �♦/A� I H I za m = ' 4, EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE v♦ iQ SHALL BE OFFSET NOT MORE THAN 4 FEET. 0 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. p _ _________ ___ _________________; 6, A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH V Q I - i - _ - END OF A BRACED WALL LINE I ____ _____ __________ ----------------------- _ ¢ _ ___ ______ __ � 7, THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL N -0O N U PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER IRC FIGURE _ 0) IX ----------- x -------- cn cn N U N R602.10.2.2 00 N I e (n = � 48"CS-WSP 48"CS-WSP `o n }' L U cn Z aD 8'-3" "' U LO C .> CM FOUNDATION U NDATION PLAN FLOOR PLAN W r_, _0 a�o � = SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" r"" CO _ N BUILDING CONTAINS NO HEAT, -ARo /. Q o co GAS OR PLUMBING