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Home My WebLink About44035-Z :r= FFal,ycpG�, Town of Southold 9/10/2020 3 P.O.Box 1179 0 53095 Main Rd o�qy p� iti Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41422 Date: 9/10/2020 THIS CERTIFIES that the building ACCESSORY Location of Property: 1185 Mill Rd., Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-9-8.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/10/2019 pursuant to which Building Permit No. 44035 dated 8/6/2019 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: accessory pool house with outdoor shower stall and pergola as applied for. The certificate is issued to Pundyk, Jeffrey&Anne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44035 7/27/2020 PLUMBERS CERTIFICATION DATED 8/7/2020 P . is BNPlumb4eating Au ho ' ed ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44035 Date: 8/6/2019 Permission is hereby granted to: Pundyk, Jeffrey 20 E 35th St Apt 8D New York, NY 10016 To: construct accessory pool house as applied for. At premises located at: 1185 Mill Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 106.-9-8.4 Pursuant to application dated 7/10/2019 and approved by the Building Inspector. To expire on 2/4/2021. Fees: ACCESSORY $228.00 CO -ACCESSORY BUILDING $50.00 Total: $278.00 Buil ing 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. 62 9 ) Za New Construction: V Old or Pre-existing Building: (check one) Location of Property: a M I'LL QoaA ) House No. Street Hamlet Owner or Owners of Property: J f✓{f 2:r S,Q�N b V V Suffolk County Tax Map No 1000, Section Block Lot . Subdivision Filed Map. Lot: Permit No. 5 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) ZC/ 6-� residing at S� (Print property owner's name) (Mailing Address) do hereby authorize )N J re� (Agent) to apply on my behalf to the Southold Building Department. 61? � f� � wner's Signature) (Date) fk (Print Owner's Name) UVS0 Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.deviin(-M-town.southold.ny.us Southold,NY 11971-0959 CUM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jeffrey Pundyk Address: 1185 Mill Rd city.Mattituck St: NY zip: 11952 Building Permit#: 44035 Section: 106 Block: 9 Lot 8.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool House X New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 4 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 6 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel X A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 5 4'LED Exit Fixtures 11 Pump Other Equipment Bosch Instant Hot Notes, " AS BUILT, NO VISUAL DEFECTS " Inspector Signature: --- � Date: August 27, 2020 S.Devlin-Cert Electrical Compliance Form As o��pF SO�gyd� 11-dt Amex o 54375 Maia Road Telephone(631)765-18M G ='� Fax(631)76S-9502 P_O.]BOX 1179 Southold,NY 11971-0959 �'j��j BUILDING t9kPARTMENT T6*N OF SOUTHOLD A U G $ 2020 C'ERTI`I«'ICATION Bate: E)/-7 2-0 Building Permit No. 9j 035 Owner: Ic 185 m i Z (Ra a-�-E� . (Please print) ---- I certify tits the` leder used in the wa#er mpply system contains less than 2/20of I"/o lead. = = r ;, VM. j Qqumbers Signature) Svs't4tne._to;liefoi�:inie=tliii�'�� dayof = 20 2d A,RIZZO NotWy publlic,State of NSW Y0* No.01 RI6183459 audliied in Suffolk County twotnission ExVres,March 17.20X( ` 1 Notary Public, -County _ 1 ' F { f OE SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 IN SPECTION qq- C) 3c [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSUL-ATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION = ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 7 DATE INSPECTOR �� yyo; s TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION 1 ST ROUGH PL13G. FOUNDATION 2ND 8ULATIOWCAULKING FRAMING/STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIO TION PRE C/O REMARKS: 0�914CA� Gk- DATE INSPECTOR �o ( ✓ S # TOWN" OF SOUTHOLD BUILDING DEPT. ��`y�ouxir �0 765-1802 r -1N'r45PECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND` [ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ "]= FIRE-SAFETY,INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [, ] "CODE VIOLATION [ ] PRE C/0700/ REMARKS: ��4Awj icA ez_,,� ./ ar&7 71 im1 tov LA &06� JlkeiA . 4& _r Ell :�- 42tCS q s DATE INSPECTOR L_ • r I �:... ...�s�iz' :20 i� r FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) g� y vN -------------------------------------- R, ---------------------------------- a � FOUNDATION(2ND) O Y �7H ROUGH FRAMING& �-y PLUMBING INSULATION PER N.Y. Cit y STATE ENERGY CODE -i' s ' FINAL, `Qow /V�� ADDITIONAL COMMENTS ' L 1 . //#', ' ak io z rn f y tC ' t=i 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 Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 �j N, • -,Single.&Se araie Truss Identification Form Storm-Water Assessment Form JUL 1 0 2019 Contact: ZkAN}iSKA 4,6W YK -N N Approved ,20 f BUMDING DEPT`^ Mail to: AND2h"YV IS ►M�}ty /lQC M't+st� Disapproved a/c It C*AM%44 Sr, 44';fL IN 6W y0a JSy 40061 Phone: 212 - Z Z 6- rJJ Expiration 4 20 Build s ctor I . APPLICATION FOR BUILDING PERMIT Date 0:,3 , 20 I INSTRUCTIONS a. This application MUST'be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings oEpremises,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'!8 months from such date. If no zoning amendments or-othefregulations 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 co , nd regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) �-} u-P,r fts W. 11"fi�,NT, NV 40601 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder AR-C Hrl Name of owner of premises JEff R0-1 S. P U N 0Y K As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: ( 185- PAIti, RD House Number Street Hamlet County Tax Map No. 1000 Section 10 (a Block 01 Lot $.4 /Subdivision Filed Map No. Lot f 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy NIA b. Intended use and occupancy ?001 dbo be cASAT4& 3. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost2 S� 1 °I48 . D/1 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units NIA- Number of dwelling unit"on each floor /y/,+ If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NI'4 7. Dimensions,of existing structures, if any: Front /V/A Rear N/f- Depth fj1A Height - • N/,k • Number of Stories N%/A Dimensions of same structure with alterations or additions: Front MIA- Rear N��- Depth I VIA Height N/A- Number of Stories /V(,q 8. Dimensions of entire new construction: Front 461 Rear 401 Depth Height $I /loll Number of Stories A 9. Size of lot: Front 4•'16 1 Rear 2 It- 6 1 1 Depth 6f•i•.S' / 10. Date of Purchase Mf W- 26 AS Name of Former Owner 61-CSdW 11. Zone or use district in which premises are situated K- So 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO / Will excess fill be removed from premises? YES V NO 14.Names of Owner of premises Jcrfrq s' fyLq f Address zs 6 3S4' sr NY,NY Phone No. Irl- 611 1962 Name of Architect A-N ha j fSM MM Address }} c f.*M6st s sr. N va n v Phone No 2i z Ur. C"S Name of Contractor Address Phone No. ` 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BEtEQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical dataonsurvey. 18. Are thele any•covenants•and'restrictions with Te. spect to this property? * YES NO V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFkI evo\jw, AN 09,6v 8nA 1+4V being duly sworn, deposes and says thatAhe is the applicant (Name of individual signing contract)above named, 011e is the AkOiTMr (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before e is da of JLilc p NC gTEVEN PERRY i i rti$LIC78 IATE OF NEW YORK No 01 PE6'568501 York County Notary Public My c rpibsion Expires!?-L&14/ Signature of Applicant Scott A. Russell '0 SU 'r S'7C Q]KMWA\' 1E1K SUPERVISORI��l[A\1�A\cG�]EI��I[]E��T 7C' � Z _ ' SOUTHOLD TOWN HALL-P.O.Box 1179 ` 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold r , CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICA-NT ) DOES THIS PROJECT IWOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of,land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[v]�C, Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ` ❑[✓r 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. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag 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 witEyoar Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor.Other) S.C.T.M. �' 1 Date DlstrtrlM NAM _6/'?'.h2 Section Block Lot E. g F E �O FOR BUILDING DEPARTMENT USE ONLY Contact Information: Mkpb..14—bW Reviewed By: — — — — — — — — — — — — — — — — Da e: 740 —/q Property Address /Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. �� i✓. /�/� �� Stormwater Management Control Plan Not Required. MR—7//"y(', A l�`1 sZ Stormwater Management Control Plan is Required lNoRlk /W R 2 •9e [j,"(IForward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT. S.C.T.M.#: 1040 CH ,�n (Property Owner,Design Professional,Agent,Contractor,Other) —ti,,,,t� C1Zf�TE� 236 e- 9 Stormwater Management Control Plan CHECK LIST NAME- JO i Ong .,j, 10,95S section BlockLot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application 1b Pim:Print 63, � r Dater * The applicant must provide a Complete Explanation and/or Reason for not providing A", _ 8n '_ o all Information that has been Required by the following Checklist! T 7F Site Plan drawn to scale Not Less that 60'to the inch MUST NO NA If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location&Description of Property Boundaries 0 b. Total Site Acreage. c. Existing-Natural &Man Made Features within 500 L.F. 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. �0 f. Existing&Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). 0� k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 0� 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2") rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 0� b. Construction Entrance& Site Access. 0� c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .Infiltration basins,swales etc.) **** FOR ENGINEERING DEPARTMENT USE ONLY Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: I — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 c� d �OFF pI�C BUILDING DEPARTMENT- Electrical Inspector G1 Syy �i TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 0 • Southold, New York 11971-0959 p� Telephone (631) 765-1802 - FAX (631) 765-9502 dV ya roger.rich ert(c-D_town.south old.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 161ITIt Date: :2-1g__2o Company Name: —,t,,, ft t'�?? f �C Name: T.t License No.: z yogl _ h t, email: ('4, v Zt. 40 C� Address: 13JO (Com ` So u Tt-(a c Phone No.: 631 - r7&S- JOB SITE INFORMATION: (All Information Required) Name: PCI A_'1If i Address: Il 804.0 TI" vCt Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTIONDDOF WO, K-'(Please Print Clearly) t� V6 S12 tc H t-I D-b 4 UI 4100 + qo t l a Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) 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.As ad0,�g-�dal c� BUILDING DEPARTMENT- Electrical Inspector O�7 TOWN OF SOUTHOLD ~ Town Hall Annex- 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 app Telephone (631) 765-1802 - FAX (631) 765-9502 Ol y' roger.richerta-town.southold.ny.us; APPLICATION FOR ELECTRICAL INSPECTION E"QUESTED BY: J<L-IT14- Date: o Company Name: —,�,� (e(TIn ( UC. Name: ' . k rTt License No.: email: X41 et 1 40 - Address: Phond No.. i - S JOB SITE INFORMATION:' (All Information Required) Name: vwP- Address: haL, /jo*,D AA T7771,ck Cross Street: _ Phone No.: -- � - Tax Map.District: . 1000 Section: . Block: Lot: BRIEF DESCRIPTION OF WO ' t Clearly) RV L- v CD3 q N 0-6!yoo + 90 �9a Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO ` Issued On Temp Information: (All infonnation required) Service Size .1 Ph 3 Ph Size: T_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--- --- ore O Request for Inspection FonnAsdOl� i PERMIT# Address: Switches Outlets-11 GFI's Surface Sconces ,H H's UC Lis Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer- AC AH Mini J Special: j Comments ®� �� a Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 cn_ Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF-UTILIZATION OF-TRUSS TYPEZONSTRUCTION.PRE-.11ENGINEERED' - _ M-00101 CONSTRUCTION-,INIORTIMBER-CONSTRUCTION — Date! 20 1 CI Owner: - N Location of Property:— 18AILIMCM Ni ZIML Please take notice that the (check applicable line): V New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line).'t Floor framing, including girders and beams (F) Roof framing (R) Floor an of framing (FR) Signature:,, Name (person submitting this form): AN b(16W Capacity(check applicable line): 4 Owner Owner representative TrussReql 5.docx Effective 1/1/2015 Andrew Berman Architect PLLC 77 Chambers St. NY,NY 10007 212 226 5998 andrewbermanarchitect.com 03 July, 2019 TRANSMITTAL — PUNDYK RESIDENCE, PERGOLA AND CABANA To Town of Southold,Building Department From Franziska Gehrmann,Andrew Berman Architect Subject Planning Application Drawings and Documents To the Building Department of the Town of Southold, Enclosed please find the following documents- (4)Four Building Plans, including the following drawings: T-001.00 Cover Sheet, General Notes A-001.00 Site Plan A-1 11.00 Ground Floor Plan, Roof Plan A-200.00 Elevations, Sections A-300.00 Detail Section A-301.00 Detail Section A-500.00 Elevations Cabana, Interior&Exterior E-111.00 Electrical Plan (2)Two Storm and Water Management Survey (1)One Site Survey (1)One Application for Building Permit Form (1)One Application for Certificate of Occupancy (1)One Notice of Utilization of Truss Type Construction (1)One Stormwater Management Form (1)One Application for Building Authorization Form Please review them in regards to the planning application for a Pergola and a Cabana,for Mr.and Mrs Pundyk at 1185 Mill Road, Mattituck, NY, 11952. Kind regards, Franziska Gehrmann Nunemaker, Amanda From: Nunemaker,Amanda Sent: Tuesday,August 06, 2019 9:51 AM To: Richter,Jamie Subject: Stormwater Jamie, Please add 106-9-8.4 to your list as permits that have been released without the required stormwater approval. It is for a pool house and pool. Thank you. .Amanda Nunemaker Building Permit Examiner Southold Town Building Department Phone: 631-765-1802 I 1 r SURVEY OF: PROPERTY LOCATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M. # 1000-186-9-8.4 AREA = 139.644.2 SF. = 3.21 ACRES O p p SCALE: 1"=50' m�2 R,� RFS y y 21.3 NOTE: THE EXI OF RIGHT OF WAYS. CE WETLANDS ANDS ORNEASEMENTS OF RECORD a ,e'3I o 3 u IF ANY. NOT SHOWN ARE NOT GUARANTEED. u m� 016 cc m p0T S a 4��c \ e�'N FFNoe LAND N/F ese R DEITA LCE ANASTASIA LAND N/F \ ALEXIADIS MICHAEL J LISOWY `O \ 000 \\ S )2 co ' 4» \ pR °o' \\ 64 7 OS E 8 FFHCF ToSFo HFOG� 6'7' CooF \ LAND N/Fclv , 82.6+ `'ooR oposF \\ JAMES CC) s co Is x • \ \ GETCHES ^ \ PROPOSED I \ PATIO \ PROPOSED / POOL \ / HOUSE \ PIPE tl / , LAND N/F •r• KATINA SIRIODIS EDGE OF FR TORY POLE LAWN RFS CONC. MON. CONC. ' 3+ MON. O O�+ I 4cc 66.91 N 8 2 Q Q 0+'w CHAIN-0'SFENCE / C) C/- J CONC. (o �• (0 POSTco ^ ^ O LAND N/F I w EDDY N 8115'pp»w GRH Ac. CRECES LAND N/F ! 325.74' GRATE LORI L DRIVE. t3 BRIGGMANN 2.7•S 0 POLE SURVEYED BY: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION PAUL B A R Y L S K I LAND SURVEYING LAND N/F OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. P A T C H O G U E N Y 11 2 C A T H E R I N E COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED C A N A D E OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. PHONE 631-294-69B5 GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO FAX 631-627-31B6 THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTIMION. P A U L B A R Y L S K I ciY A H O O.C O M GUARANTEES OR INSTITUTIONS ONS OR SUBSEQUENTCERTIFICATIONS OWNERS.NOT TRANSFERABLE TO ADDITIONAL M A Y 11. 2 0 1 B 3090—P 5-7-2019: PROPOSED POOL & POOL HOUSE i L TEST HOLE DRAINAGE CALCULATIONS" EL.46.0± SELAH N / I THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR DARK BROWN A 2"RAINFALL. STORAGE TO BE PROVIDED IN 8'DIAMETER DRYWELLS LOAM OL PROVIDING 42.24 CF PER VERTICAL FOOT OF STORAGE. THE DESIGN IS BROWN SILTY 10 ¢ a BASED ON THE FOLLOWING RUNOFF COEFFICIENTS:ROOF 1.0,ASPHALT SAD PAVEMENT 1.0,GRAVEL PAVEMENT 0.70 AND LANDSCAPING 0.10. SM PROJECT POOL HOUSE,PATIO&POOL 2.6 LOCATION IU-1 O a STORAGE PATIO/POOL READ 1,620 SFX 1.00 X 2712= 270 CF ROOF AREA: 160 SF X 1.00 X 2"/12= 27 CF S MILLER ROAD 297 CF ca 297 CF/4224 CFNF=71 VERTICAL FEET REQUIRED BROWN&PALE . . y 1 / BROWN FINE � SAND 45.0+ STORAGE PROVIDED: SID 2 USE 2-8'0 DRYWELLS-4 VF EACH=8 VF>7.1 ry_ LAND N/F t\ �� °'�N Ff"Ce LAND rj/F MICHAEL J \ �� AN AST SIA TEST HOLE PERFORMED NOVEMBER 7,2018 BY LISOWY \\ \\ POOL EQUIP. ALEXI�DIS MCDONALDGEOSCIENCE \ 8'0 X 4'DEEP I NO GROUNDWATER ENCOUNTERED GQ�` \ BACKWASH DRYWELL LOCATION MAP APPROXIMATE LIMIT \ SJ2o 1"=600' OF CLEARING64 \� 23nF +46 \ \ \ SILT FEDE 'So' s�L GENERAL NOTES \ (TYP.) � ESTHOLE �I'E °f LAND NF \\ / gp CONCRWASHOUT 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN / S JAMES 441 � � 46.0 � � / `` A- OF SOUTHOLD AS REQUIRED. GETCH ES p CONNECT PATIO DRAINS 4 + \ / STOCKPILE AREA `` 2. SURVEY BY PAUL BARRYLSKI LAND SURVEYOR DATED 5/112018. o TO DRYWELLS WITH 6"0 cV PVC PIPE \ / STAGING AREA 4. TOTAL LOT AREA AREA=139,644.2 S.F. PROPOSED WATER 8'0 X 4'DEEP DRYWELL DW +46.0 SERVICE \ 5. AREA OF DISTURBANCE:20,000 SF OVERGROWN AREA _ 10,MIR �\ / 6. EXISTING TOPOGRAPHY REFERENCES THE NAVD'88 DATUM AND SCDPW TOPO MAPS SHEETAA-33. _ . - EXISTING SEWAGE PROPOSED 1-STORY /-40-\ t �'• DISPOSAL SYSTEM - PIPE PROPOSED 7. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF CONSTRUCTO REMAIN co % WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST LAND N/F POOLFDF.46.0 LIMIT OF CLEARING J / 1 \T \ d EXISTING PROPANE CAP + / / ENTRANCE TION BE CONFORMED ACCORDINGLY IN THE FIELD. K A TI N A GRADING& GROUND / / ' / 8. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN SILT FENCE{20,000 S.F.) DISTURBANCE&LINE �j/ WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. SI RI ODI S a a 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. /�� ? 4Y �OL� 10. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL / l 39-5 LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS coNcv w / / OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. MON. CONC. / 1 MON. \ A q 11. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, N 82 / ' \\ 66.g' \ O OQ,' TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON i o24�QQ"�/ I CHAIN-LINK FENCE �/ O THE PLANS. / p O 329.0o, i 0.5'/s ' \ /cV b �/ 12. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28 DAY STRENGTH CONCRETE. LAND N/F EDDY CRECES f CONC. I �- 10-1 POST \ r j co 13. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE LAND N/F LORI L BRIGGM AN N i I \ N i/ / N �w TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN r !� THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO'THE NEW YORK GUIDELINES \nJ$�o�J 0�'�V °RW .l /�' FOR EROSION AND SEDIMENT CONTROL". \ 325 74' GRATE B +P014. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE I LAND N/F CATHERINE\ CANADE DRIVE. ' C) CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. SITEPLAN i 2.7'/S POLE SCALE:1'=317 � , \\ \ \ BUILT UP BERM 8'-0" 10'MIN. NOTE: SEE PRECAST STRUCTURE NOTES FOR 1. A CONCRETE WASH PIT SHALL BE INSTALLED REINFORCING REQUIREMENTS. ON THE PROPERTY FOR EXCESS CONCRETE AND TO CLEAN CONCRETE EQUIPMENT AND TOOLS. INSTALL DUMMY RINGS ADS DOME AS NECESSARY TO BRING PROPOSED 2. THE PIT SHOULD BE SURROUNDED WITH A 24' STRUCTURE TO GRADE HEAVY DUTY MANHOLE FRAME AND Z HIGH SOIL BERM. SLOTTED COVER CAMBELL FOUNDRY CO. MIN.2 BRICK PATTERN No.1383 OR SOLID MANHOLE 0 3. THE PIT TO BE LINED WITH HAY BALES COURSES APPROVED EQUAL.COVER PATTERN No.1012A-TYPE C OR AN 4. PROVIDE A 24"X 24"WOOD SIGN LABELED CONCRETE COLLAR WOVEN WIRE FENCE SYMBOL S Y M B❑L HAY BALE 'CONCRETE WASHOUT PIT". AS NECESSARY FINISHED GRADE CONCRETE COVER IN GRASS AREAS (MIN. 14 GAUGE 50'MIN. EXISTING 5. THE PIT SHOULD BE EMPTIED WHEN 75% W/ MAX, 6' MESH i PAVEMENT CONCRETE IS REACHED AND AFTER THE EXCESS 24" ?'M I 10 MAX, C, TO C. SPACING) AX 6'MIN. •"'`'K ' �� SEE PRECAST STRUCTURE � C9 I' BLE BERM NOTES FOR REINFORCING PLAN VIEW 36' MIN, LENGTH FENCE EXISTING _� MR -� REQUIREMENTS tree POR:: ` ( AL) s . POSTS DRIVEN MIN, 16' GROUND L PR❑FILE PLAN LEACHING BASIN NOTES: U 2,3 OR 4 FOOT SECTIONS INT❑ GROUND o ' . 50'MIN 10'MIN .• HAY BALE • : . ACCEPTABLE3'COWA cn w AS NECESSARY • •• � N ALL DRAINAGE CSOILS ASTURES APPROVEDL BE OZ.(MIN.)NONWOVEN G WRAP WITH 6 z BY THE ENGINEER IN THE EVENT POOR LEACHING EOTEXTILE(FILTER FABRIC)AND AT •R� HEIGHT OF FILTER _ BUILT UP BERM MATERIAL IS ENCOUNTERED,EXCAVATION IS TO TOP OF COLLAR BY MIRAFI OR AN w z IN, a. ' BE CONTINUED TO SUITABLE MATERIAL AND APPROVED EQUAL. :•'• = 18 MIN, EXISTING 2'MIN �1 2� 2� •- �?•� BACKFILLED AS DETAILED. PRECAST DRAINAGE ':.•:.. ••,•'`•,• z CO g EX.GRADE RINGS = Q w `� GROUND SHEET PILING AS REQUIRED--"''�- :` :''•..: U Q 6' MIN, 2. NO TRENCH,PIT OR OTHER EXCAVATION SHALL J I-- z 4' �' �- 12'MIN. 1 ISTING SECTION BE LEFT OPEN OR UNATTENDED. EXCAVATIONS EXCAVATE ANDBACKFILL3FEETAROUND ,�:.A°.MIFF; w - �' y.. V EMENT TO BE PROTECTED AS DIRECTED BY THE LEACHING RINGS WITH SUITABLE POROUS cq o ry, ENGINEER WITH FENCES,BARRICADES AND MATERIAL AS APPROVED BY THE ENGINEER. ., v w PERSPECTIVE vlEw CONCRETE WASH-OUT AREA DETAIL OTHER APPROVED METHODS. 12"MIN. �•, UJICK PLAN VIEW IN. 3. ALLOW FOUR(4)INCHES FOR FINAL ADJUSTING U_ 36" MIN, FENCE POST-� OF CASTING. ADEQUATE BEARING WILL BE u' WOVEN WIRE FENCE (MIN. 14 PROVIDED USING CONCRETE BLOCK,BRICK w GAUGE= W/ MAX, 6' MESH AND/OR 1:2 MORTAR MIX. ,.:. :.. SPACING) WITH FILTER CLOTH C❑NSTRUCTI ❑N SPECIEICATI❑ NS A 4. THE CONTRACTOR SHALL PROVIDE ADEQUATE 20'MIN, SHEETING AND SHORING DURING TRENCHING TO :':'.. ~ , -• . FLOW es INSURE THE SAFETY OF WORKMEN AND THE :• :. :;" UNDISTURBED GROUND 1, STONE SIZE - USE 1-4 INCH STONE, ❑R RECLAIMED OR RECYCLED CONCRETE DOWNSPOUT GENERAL PUBLIC EXPOSED TO THE HAZARDS OF `••� •:•:..�>••••�'•:''' COMPACTED SOIL EQUIVALENT, NTO (SEE ARCHITECTURAL PLANS) CONFFALLIORMANCE G AND NG EQ IN EXCAVATE X VIRGIN TRATAOFSA SAND J1 ICONFORMANCE WITH THE REQUIREMENTS OF THE 16'MIN. 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ❑N A SINGLE RESIDENCE LOT WHERE A m TITLE 29 CODE OF FEDERAL REGULATIONS,PART GRAVEL OR TO BOTTOM OFDRYWELL ELEVATION VIEW EMBED FILTER CLOTH DOWNSPOUT ADAPTER(ADS m 1926,SAFETY AND HEALTH REGULATIONS FOR WHICHEVER IS DEEPER. A MIN, OF 6' IN GROUND, 30 FOOT MINIMUM LENGTH WOULD APPLY), OR APPROVED EQUAL) o CONSTRUCTION(OSHA). (SEE CHART FOR PART NUMBER) 4' 3, THICKNESS - NOT LESS THAN SIX (6) INCHES. SECTI❑N VIEW o 5. BACKFILL AND COMPACTION SHALL BE IN 6" 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT LIFTS.COMPACTALL ED NG MATERIAL TO DRYWELL DETAIL C.'❑N S T R U C T I ❑N SPECIFICATIONS- COMPACTED BY JETTING OR OTHER APPROVED POINTS WHERE INGRESS ❑R EGRESS OCCURS, TWENTY-FOUR (24) FOOT IF SINGLE MEANS. NOT TO SCALE - ENTRANCE TO SITE. 1, WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 5. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. PROPOSED GRADE OR STAPLES, POSTS SHALL BE STEEL EITHER 'T' OR 'U' TYPE OR HARDWOOD, U y�� REVISIONS 6, SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- 450 BEND(MAX.) 2, FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES STRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE, IF PIPING IS "' SPACED EVERY 24 AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, IMPRACTICAL, A MOUNTABLE BERM WITH 511 SLOPES WILL BE PERMITTED, w 6'ADS PIPE(LENGTH VARIES) v Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education 6' MAXIMUM MESH OPENING. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL SNAP CONNECTION Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed PREVENT TRACKING OR FL❑WING OF SEDIMENT ONTO PUBLIC RIGHTS-❑F-WAY, ALL N o Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- SEDIMENT SPILLED, 45PJBEND(MAx.) z the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or ?` " DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY PART# PIPESIZE A B c T Land Surveyor shall affix to the item his/her seal andthenotation'Alteredby"followedby his/her LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER FILTER X, MUST BE REMOVED IMMEDIATELY, 0364PA 3' 2.50' 3.25' 4.75• g E Z signature and the date of such alterations,and a specific description of the alteration. MIRAFI 100X, STABILINKA T140N, ❑R APPROVED EQUIVALENT, 0464AA 4- 2.50' 3.25' 4.75' o 8, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE 0465AA 4' 3.25' 4.50. 5.00• ��• ~�=�w.=-� ;}ca 0466AA 4' 2.56' 2.56' 4.63' 6'ROOF DRAIN LATERAL o �,�ry."r•a �'r F,�,�;; ',r 4, PREFABRICATED UNITS SHALL MEET THE MINIMUM REQUIREMENTS SHOWN, AND WHICH DRAINS INT❑ AN APPROVED SEDIMENT TRAPPING DEVICE. 0664AA 6• 3.62' 5.63' 6.43' WITH WYE(TYP.) Z SCTM: DIST. 1000-SEC. 106-BLK.9-LOT 8.4 r. I0664AC*I 61 3.67 5.63' 6.43' 5, MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 9, PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH •Part 0664-AC is PVC NOTE: 6'ADS PIPE MAY BE DISTANCEVARIES PUNDYK POOL HOUSE 'BULGES' DEVELOP IN THE SILT FENCE, RAIN, COENWTEDDIRHEN A DIRECTLY TH {SEAINADINGAND Condon Engineering P.C. CONNECTED DIRECTLY TO THE DRAINAGE PLAN) Scale:AS SHOWN STABILIZED CULTEC DRAINAGE ' 1185 W. MILL ROAD ADAPTED FROM DETAILS PRDVIDED BY, USDA - NRCS, ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, STRUCTURES. NEW YORK STATE DEPARTMENT OF TRANSPORTATI❑N, REINFORCED NEW YORK STATE DEPARTMENT OF TRANSP❑RTATI❑N, CONSTRUCTION S T R U C T I❑N 1755 Si sbee Road NEW YORK STATE :DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Drawn by: g MATTITUCK NY NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE SILT FENCE NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE ROOF DRAIN ADAPTER DETAIL )298- ck, New York 11952 ACCESS Date:6/20/2019 (631)298-1986 (631)298-2651 fax www.condonengineering.com SITE PLAN REVISIONS: N PF A ISSUE DATE FILING SUBMISSION 07.03.19 DYK R- ES DEN' k�; E L ..... RuOLA AND CABAN 1185 MILL ROAD, MATTITUCK NY 11952 APPROVED AS NOTED FILING SUBMISSION, TOWN OF SOUTHOLD DATE: g B.P.# FEE:-W-2z JULY 03 2019 NOTIFY BUILDING 'E =PARTMENT AT 765-1802 8 AM TO 4 PM .FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED All exit-;,, FOR POURED CONCRETE 3nstallcd, replaced or ANDREW BERMAN ARCHITECT 2. ROUGH - FRAMING & PLUM BING rc ajr 3. INSULATION cd shall conform 77 CHAMBERS STREET NEW YORK, 10007 4. FINAL - CONSTRUCTION MUST tD Cha ter Cv P 172 TEL: (212) �?26 599 BE COMPLETE FOR C.O. �'pt www.andrewbermanarchitect.com Code ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW � GENERAL NOTES PLUMBING AND DRAINAGE NOTES YORK STATE. NOT RESPONSIBLE FOR N D E,� O F DRAWINGS DESIGN OR CONSTRUCTION ERRORS. 1. All plumbing and gas piping work shall be installed in strict 1. Scope of Work: New construction of a pool with a cabana and accordance with the requirements of applicable codes and the best ARCHITECTURAL pergola and surrounded by a fence enclosure trade practices. ELECTRICAL 2. All work shall conform to the requirements of all applicable codes and 2.All gas-fired equipment to be A.G.A. or M.E.A. approved. COMPLY WITH ALL CODES OF INSPECTION REQUIRED DWG NO. DRAWING TITLE SCALE authorities with jurisdiction, including local and state Fire Department NEW YORK STATE & TOWN CODES code, utility company requirements, and the best trade practices. 3. Plumbing contractor to examine proposed layout with regard to ASREQUIRED AND CONDITIONS OF T-001.00 COVER SHEET, GENERAL NOTES N.T.S. existing field conditions, and shall notify architect of any discrepancies 3. Before commencing work, the Contractor shall file all required between assumed field conditions and those encountered during ` A-001.00 SITE PLAN Certificates of Insurance with the Department of Buildings and/or local construction. Plumbing contractor shall inform Architect of any revisions A-111.00 GROUND FLOOR PLAN, ROOF PLAN 1/4" = V-0" and state authorities, obtain all required permits, and pay all fees to plan which shall be necessary, based on conditions uncovered in the ! RD required by governing agencies. field, in order to install all fixtures, equipment and piping in strict oni In ini.4 i �S A-200.00 ELEVATIONS, SECTIONS 1/4" = 1'-0" accordance with the requirements of applicable code. ." A-300.00 DETAIL SECTION 1-1/2'= 1'-0" 4. The Contractor shall verify all existing conditions in the field prior to 1,_ �.�E�._______ commencing work, and shall report any discrepancies between 4. Plumbing contractor shall arrange and obtain inspections and A-301.00 DETAIL SECTION 1-1/2"= 1'-0" drawings and field conditions to the Architect. required sign-offs. YRU^S PLAC/'.RQwx,S RE.OU,nom A-500.00 ELEVATIONS CABANA 1/2'1 = 1'-0" 5. Minor details not usually shown or specified, but necessary for proper NOTE:This plan is approved only for work approved on the application INTERIOR & EXTERIOR construction of any part of the work shall be included as if they were specification sheet. All other matters shown are not to be relied upon, indicated in the drawings. or to be considered as either approved or in accordance with applicable OCCUPANCY OR E-111.00 ELECTRICAL PLAN 1/411 = 1'-0" codes. 6. The Contractor shall coordinate all work procedures with USE IS UNLAWFUL requirements of local authorities and the Owner. 7. The Contractor shall be responsible for the protection of all conditions WITHOUT CERTIFICATE and materials within the proposed construction area. The Contractor OF OCCUPANCY PLUMBING AND DRAINAGE shall design and install adequate shoring and bracing for all structural or removal tasks. The Contractor shall have sole responsibility for any damage or injuries caused by or during the execution of the work. DWG NO. DRAWING TITLE SCALE 8. The Contractor shall lay out his own work, and shall provide all C-1 SITE PLAN AS NOTED dimensions required for other trades (plumbing, electrical, etc.). DRAINAGE t13 SPECT O'N"i ARE RE©7:1'_'D 9. The Plumbing and electrical work shall be performed by persons Cr?�t2Ct roc Provide Enq!ring a is Ce tI cation licensed in their trades, who shall arrange for and obtain Inspections D rat t n -v�Prewlde Er been Ce�tlficaode and required sign-offs. t. t th.^.dra,In��h?�s n irat�llpd to C�+c1�. 10. The Contractor shall do all cutting, patching, repairing as required to perform all of the work indicated on the drawings, and all other work that may be required to complete the job. 11. The Contractor, upon completion of the work, shall apply for Department of Buildings and relevant local and state authority inspections and sign-offs as required. 12. Drawings are not to be scaled. .._ , 647'-6" k; :. . proposed pool and patio i with perimeter fence IJ proposed pergola and in m ,4 „ 'i:., . .. �� ;.. �.�,,sem ,- o uk cabana PERGOLA AND M" r - proposed pathway existing house pool A 0 CABANA existing studio PROJECT: 1 STREET VIEW (EAST VIEW) 2 REAR YARD VIEW (WEST VIEW) °P ?existingPUNDYK RESIDENCE, N POOLHOUSE 1185 MILL ROAD MATTITUCK NY 11952 325- ARCHITECT: ANDREW BERMAN ARCHITECT PLLC 9. r..`Z .� ti y,.wT,;°�r. v hk 1` F'�P P�,'-' i';'� �•/> 77 CHAMBERS STREET NEW YORK NY 10007 P 212 226 5998 F 212 226 5657 329- 0, „ ENGINEER: CONDON ENGINEERING P.C. 1755 SIGSBEE ROAD ' +X.i k i ,`,. 7P N~'°` ti w�+ " '`. .,,«faux` l •^ -iN g• MATTITUCK, NEW YORK NY 11952 P 631 298 1986 F 631 298 2651 EXISTING PLOT PLAN r DRAWING TITLE: COVER SHEET, k GENERAL NOTES DRAWN BY: FG CHECKED BY: AB SCALE: D DATE: 07.03.2018 ED_A S Gj��O RMd icy//ry, RAWING NUMBER: o�� ,,, T-001 .00 VIEW FROM SITE (WEST VIEW) r, -s z �'4 414'3 �' provide stone pavers to match pool 16"x 36"x 1 1/4"thk stone pool coping coping over automatic pool cover box at pool,typ. FOUNDATION NOTES with required ss supports for pavers expansion joint with joint filler and REVISIONS: anchored into pool gunite structure sealant typ. The contractor is to verify all measurements in the Field and any automatic pool cover see brick pavers on mortar setting bed on 4" discrepancies are to be brought to the attention of the engineer prior to manufacturer's specs for size and thk concrete slab w/6x6 10/10 wwm typ. construction ISSUE DATE requirements. FILING SUBMISSION 07.03.19 Grade Patio 1.All concrete 3,500 PSI minimum after 28 Days ......; bond break 2.All rebar ASTM A-615 Grade 60 • FILING SUBMISSION REV 1 07 25 19 provide 30#building paper bond _ provide 30#buildinp g paper break,typ. 0 c' underwater pool light fixture,typ. 3. Footings are to be installed on undisturbd virgin soil, the bottoms of proposed new gunite g 9 deep end shallow end , box for automatic pool cover,see swimming pool 1 1� provide continuous pour bond beam and all footings are to be installed at a minimum of 3 below grade unless manufacturer's specs for size and 16'-0"x 48'-0" max haunch w/required rebar in pool indicated otherwise requirements. 0 1 structure below for paving as required at °0 stone terrace to be constructed as a 4. Rebar installed along the top of the foundation walls without windows provide continuous pour bond beam 3 monolithic structure constructed with the are to be installed 3" below the top of the foundation wall, rebar gunite structure wl required rebar for the 1 max pool structure with no cold joints-typ. installed along the top of the foundation walls with windows are to be box for the automatic pool cover to be surround for pool. installed 3 below the bottom of the window opening. constructed as a monolithic structure constructed with the pool structure with compacted granular fill. copact in 12"lifts .All snap off from ties are to be removed and remaining openings are no cold joints. to 95% density. Fill both sides of wall 5 5.All sealed/grouted. evenly,typ. drain line from automatic pool cover undisturbed subgrade typ. 6. The foundation contractor shall coordinate with the plumbing and box to drywell. floor-6"thick Gunite p g typ• provide gunite pool structure to be electrical contractors relative to installation of sleeves and other with#3 Rebars at 12"oc provide steps into pool with 6 equal compacted granular fill. compact in 12" constructed as a unified continuous risers to be constructed as a monolithic penetrations prior topouring concrete. lifts to 95% density.fill both sides of wall each way min.typ. single structure constructed with no cold structure constructed with the pool evenly typ. undisturbed subgrade typ. joints, provide rebards as required. structure with no cold joints. 7. The architect is to be contacted if Unacceptable or questionable soil is encountered during excavation. Unacceptable soil is soil containing clay and/or organic material having a bearing capacity of less than 2 SECTION POOL tons per sgft. 1 NTS 8. Install isolation joints along foundation walls and at column and other CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1 floor penetrations ULTIMATE WIND SPEED SEISMIC DESIGN ICE SHIELD 9. Foundation excavation is not to be backfilled prior to the installation GROUND SNOW LOAD (MPH) CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. UNDERLAYMENT FLOOD HAZARDS of the floor framing REQUIRED specified specified 711. Backfill along foundation wall is to be GW, GP, SW or SP soils per pergola post, ceiling joist for 20 pounds/sgft 130 B SEVERE 3'0" MEDIUM - HEAVY SLIGHT-MODERATE 11 TYES N/A USCS (ASTM D 2487) and is to be mechanically compacted in 6" lifts t0 slotted cabana 95% of max. dry density 4' Concealed Post Tie by (1)Hurricane FRAMING NOTES Simpson Tie by Simpson for each stud The contractor is to verifyall measurements in the field and an and joist discrepancies are to be row ht to the attention of the architect prior to • � connection construction. g concrete slab NOTE: SPECIFICATION CONNERCTORS/STRAPS/HURRICANE TIES: WOOD FRAMING 1.Concealed Post Tie: SIMPSON CPTZ or similar 1. The pergola and the fence are to be made of No.2 or better cedar specified wall 2.Concealed Beam Tie: SIMPSON CBTZ or similar wood, handselected. stud cabana 3.Concealed Joist Tie: SIMPSON CJTZ/HCJTZ or similar 4. Hurricane Tie: SIMPSON H2A or similar 2.All lumber is to be No.2 or better Douglas Fir Larch, with the following 5.Strap: SIMPSON Regular Coiled Strap or similar minspecifications: 6. Bearing Plate/Anchor Bolt: SIMPSON BP/LBP/RP6 w. 5/8"threaded bolt or similar FB = 900 PSI FV= 180 PSI FC PERP = 625 PSI E = 1,600,000 PSI TYP. POST TIE, PERGOLA TYP. HEADER & POST TIE DOWNS CABANA 2 3. All laminated veneer lumber is to have the following minimum NTS NTS FB ci2,900 PSI Joint Description Nail Sizes commonnails U.ON. Nail Spacing j FV =290 PSI FC PERP=750 PSI ROOF FRAMING E = 2,000,000 PSI Rafter to Top Plate (Toe-nailed) 3 -8d per rafter 4.All laminated structural lumber is to have the following minimum ° Ceiling Joist to Top Plate (Toe-nailed) 3 -8d per joist specifications: (1) regular Ceiling Joist to Parallel Rafter (Face-nailed) 3 -16d each lap FB = 2,800 PSI ° Coiled Strap Ceiling Joist Laps over Partitions (Face-nailed) 4 -16d each lap FV=290 PSI specified b Simpson Collar Tie to Rafter (Face-nailed) 2 -8d per tie FC PERP =740 PSI girder ° ® y p E = 2,100,000 PSI P g per stud, Blocking to Rafter (Toe-nailed) 2 -8d each end lapped under Rim Board to Rafter (End-nailed) 2 -16d each end 5. All anthony power beams (APB) are to have the following minimum specifications: Concealed bottom plate. Beam Tie by m WALL FRAMING FB =3,000 PSI Simpson Anchor Bolts regular Top Plate to Top Plate (Face-nailed) 2 -16d 1 per foot FV=300 PSI s>ii �> 5/8"threaded bolts Top Plates at Intersections (Face-nailed) 4 -16d joints-each side FC PERP = 850 PSI with Simpson bearing plate tied down to Stud to Stud (Face-nailed) 2 -16d 24" o.c. E = 2,100,000 PSI specified post footing below Header to Header (Face-nailed) 16d 16" o.c. along edges 6.All treated lumber is to be No.2 or better southern pine as graded by Top or Bottom Plate to Stud (End-nailed) 2 -16d per 2x4 stud the SPIB Conc.slab and tooting 2 -16d per 2x6 stud 7.All beams fabricated with multiple laminated veneer lumber boards 2 -16d per 2x8 stud are to be nailed/bolted in accordance with the manufacturer's Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2 -16d 1,2 per foot specifications. (Face-nailed) 8. All straps, connectors, plates, bolts, nails, etc. are to be galvinized or TYP. POST/GIRDER CONNECTION, PERGOLA FIRST FLOOR SILL ANCHORS/STUD STRAPS, CABANA FLOOR FRAMING stainless steel. Designated connectors, straps, etc. on these drawings 3 7 are made by Simpson unless indicated otherwise.All connectors, NTS NTS Joistto Sill , Top Plate or Girder (Toe-nailed) 4 -8d per joist straps, etc. are to be nailed/bolted in accordance with the Bridging to Joist (Toe-nailed) 2 -8d each end manufacturer's specifications. Blocking to Joist (Toe-nailed) 2 -8d each end 9.All roof sheathing is to be 5/8"APA rated sheathing. Span rating as Blocking to Sill or Top Plate ( Toe-nailed) 3 -16d each block required to suit support spacing indicated, exposure durability 1, two Ledger Strip to Beam (Face-nailed) 3 -16d each joist span minimum. Joist on Ledger to Beam (Toe-nailed) 3 -8d per joist Band Joist to Joist (End-nailed) 3 -16d per joist 10.All wall sheathing is to be 15/32 "APA rated exposure 1 plywood 4'-0" Band Joist to Sill or Top Plate (Toe-nailed) 2 -16d 1 per foot and shall be nailed (per detail). 4-0" p ROOF SHEATHING 11. Solid blocking is to be installed every 8' max or mid span of all floor specified 2x4 blocking joists with spans exceeding 8'. PERGOLA AND girder - - Structural Panels 8d SEE NAILING SCHEDULE at panel edges CABANA specified joist 3 2 2 3 wall studs 12. Double joists are to be installed below parallel walls. a Diagonal Board Sheathing 12. Blocking is to be installed at point load bearing points. �a " Concealed 1"x 6" or 1"x 8" 2 -8d per support PROJECT. Joist Tie by 1"x 10" or wider 3 -8d per support 14. 24" min. splicing length to be provided for rebar unless otherwise Simpson noted. P U N DYK RESIDENCE, CEILING SHEATHING POOLHOUSE 15. Max. moisture Content Shall not exceed 19%. 1185 MILL ROAD • 2 1 1 Plywood field 2 PI ood 8d 7 edge 1 0 el g 16. Construct load bearing framing full length without splices. MATTITUCK NY 11952 ARCHITECT: WALL SHEATHING panel edge 17. Use sheathing clips between sheets between roof framing members ANDREW BERMAN ARCHITECT PLLC Structural Panels 8d (see detail 9/T002) fastening, 8d Fiberboard Panels common nails at 18.All posts and columns from headers and beams shall bear 77 CHAMBERS STREET 3"oc continuously to concrete foundations inclluding solid blocking in floor NEW YORK NY 10007 TYP. GIRIDER/JOIST CONNECTION, PERGOLA 7 / 16" 6d 3" edge/ 6" feld Spaces. P 212 226 5998 F 212 226 5657 4 NTS b 3 2 2 3 �? 25 / 32" 8d 3" edge/ 6" feld panel intermediate 19.All bearing walls shall be blocked at 4'-0"on center, vertically, ENGINEER: Gypsum Wallboard 5d 7 edge/ 10" field fastening,8d unless otherwise noted. CONDON ENGINEERING, P.C. Hardboard gd (see table 3.9) � common nails at Gable Roof Plan: 0 to 7 degrees common 20.All wood in contact with concrete shall be preservative pressure 1755 SIGSBEE ROAD Particleboard Panels 8d (see table 3.9) treated, PT. MATTITUCK, NEW YORK NY 11952 Diagonal Board Sheathing wall sheathing, P 631 298 1986 F 631 298 2651 specified1" x6" or 1"x 8" 2 -8d per support long direction 21. Fill all fastener holes in wood construction connectors with girder ROOF SHEATHING NAILING SCHEDULE1 1. x 10" or wider 3 -8d per support perp.to framng, manufacturers recommended fasteners. specified joist ends staggered Zone 1 Zone 2 Zone 3 FLOOR SHEATHING STEEL: DRAWING TITLE: Concealed Structural Panels 1.All Steel is to be ASTM specification A-36 Joist Tie byIELD 6" O.C. 4"O.C. 3" O.C. 1" or less 8d 6" edge/ 12" field CODE SHEET �, . Simpson 2.All bolted connections are to be made with A-325 bolts greater than 1" 10d 6" edge/ 6" feld Concealed DGE 6" O.C. 4"O.C. 3" O.C. Diagonal Board Sheathing 3. Square/rectangular and circular columns are to be ASTM specification A500 pp DRAWN BY: FG CHECKED BY: AB Beam Tie by 1" x 6" or 1"x 8" 2 -8d per support p . Simpson 1" x 10" or wider 3 -8d • per support 4.All column are to be bolted to steel girders with 1#2" bolts or unless specified post FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS, REFER TO g SCALE:. . "FASTENING SCHEDULE FOR STRUCTURAL MEMBERS" -NEW YORK 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed 3" otherwise shown on plans. ED DATE: 07.24.2019 STATE CODE BOOK on-center at the panel edge to obtain higher ssheat capacities,nailing requirements for structural members shall be „ S �y RAWING NUMBER: doubled, or alternate connectors,such as shear plates, shall be used to maintain the load path. 5. 1/2" web stiffeners are to be installed at all point load bearing points ` pyAONp and over all column supports. e�� , 1'_002�0� NOTE: Fastener schedule above includes materials and assemblies that may not be applicable to the project as currently 6. All welded connections are to be done b a certified welder and designed.They are included for reference in the event that an architect approved assembly substitution. conform to AWS and AISC Standards. y '� V •► d 2' TYP. CORNER CONNECTION PERGOLA SIMPLIFIED ROOF SHEATHING NAILING SCHEDULE TYP. WALL SHEATHING LAYOUT & IF, 7.All weld joints are to use E70XX electrodes. q 41,3 Q CO 5 NTS U NTS NTS 8.All girder splices are to be made above columns. T 0 � REVISIONS: ISSUE DATE FILING SUBMISSION 07.03.19 pool equipment below grade propane tank 647'-6" .� ---.- r. - . .,... r --------------------------------------------------------- F � _---___ — ---_� new access gate N to service path edge of lawn r proposed patio °' o \ 00 proposed 7'6" °' perimeter fence proposed pergola and— cabana. nd cabana. cabana footprint 16'x4'. lJ � 64 sgft. `existing douse`, 9 � nb work 2 garden � � ;n �. � n , E 9 9 rproposed pathway V ,----- L, existing -- ------ io o pool 16'x 48' TTfTTTI�TG fTlil- i�P�7 -TOL3 JITT 0TO�Dl�OE • �` O patio no work existing garden , patio 70 6"lo '-6.. --' ------------ --------- 8844 0 i existing 9 86'-5" 48'-0"f 20'-6" ; -- studio existing no wo?k o parking area 9 no work cli (rn /��) ___ O O j 1�j P ERGO LA AN D CABANA PROJECT: PUNDYK RESIDENCE, POOLHOUSE 1185 MILL ROAD MATTITUCK NY 11952 w-- ARCHITECT: ANDREW BERMAN ARCHITECT PLLC n77 STREET �J 32g0NEW YORK CHAMBERSNY10007 P 212 226 5998 F 212 226 5657 JL ENGINEER: CONDON ENGINEERING, P.C. 1755 SIGSBEE ROAD MATTITUCK, NEW YORK NY 11952 P 631 298 1986 F 631 298 2651 DRAWING TITLE: SITE PLAN DRAWN BY: FG CHECKED BY: AB SCALE: "=1'0" DATE: 07.03.2018 S N pAov r 'CF's �G'i�r �pRAWING NUMBER: Qw�w� exp c) -001 .00 1 SITE PLAN o U1/321' = V-0" 143 OQ' O 8 REVISIONS: ISSUE DATE ' FILING SUBMISSION 07.03.19 / slab on grade 10 FILING SUBMISSION REV. 1 07.25.19 ��\� �"/ \ ` sic•• 6'0"high framed wall,cap flash top of wall pool equipment �1 PARTIAL PLAN OF POOL EQUIPMENT � 1/4" = 1'-0" Al IA— LI FLOOR TYPES: F1 brick paver plantingF2 bluestone paver F3 bluestone stepping stones GENERAL NOTES: MATERIALS 4_1 -•—� I i ',, --'-- i i i 'I , , r ', `�-_i -- -1 - -- --,-�, i -',-, - - i-'- - ..__ i � - --' -' - --' -*--;- --. - - -- '-�- -' - -- -*---�-- i, , , i - ' j j 1 FLOOR back,the pool nayin C? P 9 ! FRAMING wood i , I i I sanded primed and painted A ate,48" high, s 9 g elfclosin SHEATHING horizontal 9 zontal weather ,- boards • 101 /" i ch dproof latch, mounted to Primed +painted all faces ❑ - -! - interior of gate A \' f \ L POOLSTONE Bluestone pavers. U �, ! ✓ 102 �. P O Flamed face v � Sanded edges 102 storage i ,! I I 4 I i 1 F1 ±0'-O" ; I I , II I brick paving on concrete pad I I I i stone avers I I P � I I 7 I _ � 1 I 1 . I i I 1 I 03 N lap ntmg 8,_0,� io 101 atio _� I ool 3 0 p I I 0 , I � ,� deep deep ! ' I I I F1 t0-0 I 103 pantry � i { I I { I l I � I I I, I � li : ' I I ; - I li\ J/ I ', \ �•I I .1.I - F1 fo'-0" 1 I i 1 4 � 0 shower l l - Q is l 1 Up i l / I I I � B T 1 � i _ — foundations i 101 spot fou ' below L ! pool Davina gate,48" high I I r I P e ola above 9 6'-6" tall fence ce posts s continuous wood plate at top and bottom of fence wire mesh panels,full height,wire mesh to plantingbe 1"x1"welded wire grid 48'-0" j 20'-6" 1 88'-6" PROPOSED PLAN PERGOLAAND 2 1/4" = 1'-0" CABANA PROJECT: to offeswoodplate, PUNDYK RESIDENCE, top of fence cedar joists 1 1/2"x 10" POOLHOUSE 1185 MILL ROAD cedar beam MATTITUCK NY 11952 roof over storage+ ARCHITECT: pantry cabana below ANDREW BERMAN ARCHITECT PLLC 77 CHAMBERS STREET NEW YORK NY 10007 P 212 226 5998 F 212 226 5657 ENGINEER: CONDON ENGINEERING, P.C. 1755 SIGSBEE ROAD MATTITUCK, NEW YORK NY 11952 P 631 298 1986 F 631 298 2651 open shower DRAWING TITLE: GROUND FLOOR PLAN ROOF PLAN DRAWN BY: FG CHECKED BY: AB SCA R�1)4, DATE: 07.24.2019 3 PROPOSED ROOF PLAN ��` a�Af�U1yO�� AWING NUMBER: � `-� A-111 .00 Cl)Z 0 2 5 10N 20 ft may)• 024 3 �� _N , REVISIONS: ISSUE DATE \ FILING SUBMISSION 07.03.19 Disconnect w� for Pool Equipment (2) Ell LEGEND: �+ SINGLE POLE SWITCH D SINGLE POLE DIMMER 3 3-WAY SWITCH + 4 4-WAY SWITCH —JS JAMB SWITCH =0 DUPLEX RECEPTACLE =zGGFI GROUND FAULT INTERRUPT RECEPT. APP SPECIAL APPLIANCE OUTLET ,. �WP WATERPROOF OUTLET QUADRUPLEX RECEPTACLE ® FLOOR DUPLEX RECEPTACLE �} FIXTURE-CEILING FIXTURE- PENDENT CEILING Q- FIXTURE-WALL ---------- - --------- ---------- ---------- ---------- ---------- --------- -- ---------- ---------- - HT ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- oUCL FIXTURE -LINEAR UNDER AB. LIGHT --I TELEVISION OUTLET TELEPHONE OUTLET ------------------------------ waterproof ---------------------------waterproof WP , switched outlet - located on pergola """" 11A o house W i pool cover — pool lights,typ. to house for eight(8) PERGOLA AND motor � ------------------------ ---- CABANA PROJECT: PUNDYK RESIDENCE, P O O L H O U S E I 1 1185 MILL ROAD MATTITUCK NY 11952 ARCHITECT: garden ANDREW BERMAN ARCHITECT PLLC stackable foliage 77 CHAMBERS STREET light,typ.for five(5) NEW YORK NY 10007 I P 212 226 5998 F 212 226 5657 ENGINEER: CONDON ENGINEERING, P.C. ----------- ---------- - _------ ----- ----- ---- ----- --------- ----- - - ----- --- -------- - ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 1755 SIGSBEE ROAD MATTITUCK, NEW YORK NY 11952 P 631 298 1986 F 631 298 2651 DRAWING TITLE: ELECTRICAL PLAN DRAWN BY: FG CHECKED BY: AB SCALE: 1/4"=1'-011 DATE: 07.03.2018 SEA ,�(GRED "DRAWING NUMBER: POOL HOUSE: GROUND FLOOR PLAN �� 'O ANkioNo A fi�-- E-111 .00 1 1/4" = 1'-0It Q 2Q p a N 0 2 5 10 20 ft `_ - S 13y / - FN � - __ __ � I I It — REVISIONS: ISSUE DATE FILING SUBMISSION 07.03.19 Al � Al FILING S JBMISSION REVA 07.25.19 . cabana beyond ,� t.o.joist cedar pergola Y el. 81-1 011 � ; : ; : ; I : i ; : I...,----,-,r- � ; I � I I I I �h b.o.joist --1 L J L J I i L J L J I I L I L J I- - y el. 8'-O" 1 cedarcap - cedar cap ,� t.o.shed -1- :�r!:jf:jril 'fifl:I I�!tl t —0-- ____0__ It i il. �:jL t.!,;! :It -I- .� t �� V it tit �,. 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I I I* �'.I 1: .it�..i' ,i r I I I I il I i I:If I 41. ,.I i � .I I.!. — I I ,- I I . ,, r ;. I:. i� ,��III I I. . 7 r I ,� cedar bottom hil,Ili ill fill ,!I � .1 .11 I 1. , I�!; ii;.ill � — III !�: liti iiiii dli�i.I l.i"-iji.I: :I:: !I:'lj' :: f:i ' !_!:I�:if!;'I;.,,I.;.I ;I! li 1! lit: ii;..l[i iii :Ill ii;li :;�,if '�pltll .. : ;I iij ... Jji,[I �i;p �� i'�:t %;ii I, I:: �i � !it it !if I cedar bottom -r .. r . �:;i �:l .;I It L 'I!: ill It .fit I it .41I, #I "! I i :i� it I li lit lI!.0 1:I I I� :it lfl� , :1, !!!i It; , fit 'It l.�. iii,�;I. :.ii�itf. E . if ,!:'. f. i , !� ��! �:1�� I ;:;i:.! : ;� ::I::;ff i J!!Iijj �:L, ,� ground level - I [-L ,!�:i: I 1; ..� ".�i. �A I I �l ,.i-;,. �:. ::_l I .111 1.!!I :��!:!!!! !� - F. I rail,typ. . tL��_ I , ,!; I I k � ;� I � � .It.[ . r L. I . .... L� _: I . I !L_LL" rail,typ. Y el. 0'-O" I I r--� WEST ELEVATION OF CABANA AND FENCE --� EAST ELEVATION OF FENCE ENCLOSURE . LEGEND: .1 � 9 1 cabana beyond I �h t.o.joist F— cedar pergola y el. 8'-10" ; ; ; � � : ; ; : : : : ; � : ; ; I � (� b.o.joist -I I j L J L J L I t i L J I J I J L- y el. 8'-O" cedarcap -- � i: I --n - /\ t-11, F_ rail,typ. I I,i) Lo.shed T_ I I � I U .Ij;;.t I: .tjj I'll. ifl,'if Lilt ij! l i Ili.,::;,;it!: �:t..;lll, —r . . I.1 . I i 1 7 1 I�I ,I*r'T ..I . I..I I 1�,�..I;,I:1. I I I. !,t i:lit�If I I I 7 I�i r . .r'TT- � — �...ill i it .i i I �I, T 1 I t I 4 It: ;, 1 I! I i it I�1 It ill,.I 1 I �I 1..i.1 I ;I:�I I 1 ,!.� ,. ;I I � . I 1 I . ,I i � I , I I I �. . i,,,1 I I I. I .� . I I I :I / \ 1 .,iji;ill..:I if j ill j�!i�it; .1 I i �Ii,I IT I_;.it t I:I :I I I I ill.ill.,1:I.I I 1 ,I.:i:j 1 I I . I I!I I I I.:I ill I.J,il I it!--I�if! -I . r . � I I it �, � . r 'r el. T-11" I :I . .. 1, t I;: it :�t: i: t-i r lit lit !", . 1. . I. : —cedar post I it; I �.:t -:J t-1 . I .. ,i . I I .� 1 I - 11i. Ob:., ;I-� 11 : , I � b.o. beam J!, : . I f;;ii:� .:I,:. 7 _;jj.:fI 1 , � �`- ,i:;.;Iii I t i� ;:j�- i:.I I I�it I:I I I,1;I I I . i: :7� 1 I 1 it� I 1 I,;I , " i I It �-r,. .. . tlt`-,I I. :1 I : :, it I!I I:;Ili i i I I �f;1 if i�i ill �i, I f :! 1! . �!; *t ; , Tit!I ill i�, I 1 I !1 I 1 1 1 . :I I :� :f t i.I I I I I; it I 1.I.-ill ,I: :i.I.. / \ it:, 1i I, , Jii:��,i it .�: I;; :.Ii�it. .t i I I �,it! i�l,41 1:'�7- 1 1"xl"welded - i r I : 1 �:. I -:,:.I!:it! j (1) : 1: 9,I l I 1, l;:1;.il:if . ,l4 I : 1,i If I tit :if I,,I�ff�1 I:!: ill H 1 III � it�! ,t I. P *T ! ! l i. , ,I �. / \ I� � i, ::�:i I:, ,,I I,I I, ,I I I ,,r I,I,, .I� .. I I I* , I �i:. :.1 I I!; I.1, i I�.r.I'�� ,4 ,i; I I I I I:, � , , I y el. T-6" : EJ:i ii, �I;: .: , - ,: ; :ii:4! .;; :Ili:.it. it I III ir .i All ::� :.I!; wire mesh I!I ;l4I.,:Iil;*:itl I , I i . 1, — ,I " I , , I I i t1ji, :!�.Ji:i,:Jif,!�:�;ii ill -i� ; �i:::III l .;� .I ;I � 1. - . � . . 11. rr :1, I " I i 7-i i t I , .:: .I . I' : Tl� �! 1 i it', , '�Iji � I, 1'r :i! I... I i I .I lit - _____ , A, ;: 1 fl. ;� .:I: : panel, stainless , rfi t.o.fence I I. lii:;!.��:Jjf.ljj�Ijjt iii :Ili I "i " I: it it i :i:�i i.:il! I: fk;il�q! Ji It Ii:.lt� !. .:It 1; :1 I I = ,j:l.fli-ljIi,:!jIf:lif:l.j 1; I... I ". ll,li:: I / 1 , I - I i ii.ilt �i :Illq; 'i -lit, I lit 1:: ii I, I I,;:; — \ Ili 1,�!. I I I Ir � I i ` ;`1_41.ii.!:,ill ii,� :: , ;�4,i .l_i;IH4�,:I:t 1!l d' '11, it I I .Ill.,I_.I 41 4lli:41.:::f. . ,i .I . ; !I :ill;it,,lit I , � I � If I 11 q �I! :l !:. t : :fIlljffii;:�:ffl il 'r el. 6-6" 9 : it- , I - ,� : � I I I i . . li. � steel,typ. . . .1 I /: — j ,.. f. �. lit ... I 11 .1 I r .. . 11 I - I I 7 .11 tl!� :;i ::I 1.�, z : - i; lll4::!,:Ijl,f,::l!. if :I ,.; .4. .!;-,;:i :it. ii;';:,f;:j1I�l;l;jii,J;:ji; i IiI:;-:A;i ii. ,:it [it 1,, 1 'I: if ;!. !it .I it I- \ G_ ! I iI � '' ill . I . :t:� jr,;T: �+,t,, 'lli. I I . I i il it I., . ;� "I I i �i: t I� .. !I .. . -1 � I. : 11 .l " �! .i I I I ; : I T !I';!i 1 :� I. ,: -ill r! I ff.�.� ri I I i it if I.�..Ili .I;. 1! I l 7�l l L. 1, I , �I�i I It .T it . it It :I iI. - .. � r, if 'Irit!Ili';I:!... It �1` . . I I .11 I. .. � . \ 1 1 1. I : :; I I I , , . il':it . III- 'I I,IV It I " .j. 1', il:;:i�.ll� l[ :11; '1�':!I, :� 1:1i.Ill 1, .11, I I I 1 , ,, ,, .. ll� :i, 't;it �;i.ill fit,- It:-1:ift .i:,::fll 4� ::If.-:1"' ;� :� .:4;�:fii ,i�; -i -i: JI . ;;I itl� l;p;fif l:!..if., t 1, 1 :tli� i ::jil:!i ,7i i II I . I I i: fit ;I:!, fli if 1-l. . I . 1. ;l t, � I I . . I � . , I, i"I I,.,1 , 1 . . I .:,� .I!. .. .I !;I.;:i �:; fill ij_.: . i — I I., 1 I I I ll' ill i I. .' . lit , ,i,,,Ili.-It- lit! ,If i i, It it ii:.. "I lit ,'I It.jt i;ff fl,.:lit: it i 1:i I I I I!I r r I Ill i ii..liIl,:111 �i:i�.!; i.r Iii I I! ' .:,;i` ;I I I � -I I i�� 1 I it! I � I ill: .l Of I_ -Fit:it ili;" . : q 'if. � r I ii: ,:i :I I , it'I� I.:I. . .if; I: .P. 3 : .. � 17 . !I I I � !lij, iti.1'.:ii:�ii: I'! F .. I "i i I It.lit -.i, ,I;. ;, . �,r it i ];� :fl :i� �11 I�I:lilt;* r ,* I Ii PI. ... .11 �.: 1� - .;1.11 It �1 :: :i:: I I 1��:i-. 1�:t:I � L111-111 1:. 1. ;.. ,, I .� .I. f; I 'I 'I ,It I I.:I:!I I i i � :� .� � it I I:I III'I .I. i I . lit :j:, I �,:I I,I . .. I 1 , I 1 I i� �;� .I I I tit r I,I.:jht:i. .I I. .I , �1;t T ill ;!' ''i' il '; ..� .I — I I I �� I ill I!. � ilii:ttii Ili :I I 111 I:I! ,_!, �I; I I ,it j. !;.;I U .I. . I . -L—cedar bottom it -lit lj�, ,I .11,1 6 N it :;i, t�j I; ill ; � � . I I jj ill: Alt ill !:: :it .:.i'�lf,l-:-Ili:Il;t �.� ll It It: �l ;I -if ,i., i4;;t.,:��i�i i� iii lit-ifil .�� I I � ;j;..j_Pi iii .j,-,� ''Ill� I;li':Lill i I!;: Ili . .I" , ,� I I:�tjli !, :�:rll;�i[i:,i.J;,ij I 1; �1.L ill i: �': I i � i1i . iIi ,k ground .. ,,, ,,,, I � 1. I., ,., � � : I ''I , I-'-,-, 11 �I� =__ I if I ;i. -il rail,typ. � level . i N i - - .1 ,,�;� 11 �_, , �I . F 1. "r el. 0'-O" I . (-,,--� SECTION TROUGH FENCE WITH CABANA . cedar pergola behind rh Lo.joist cedar cap - I 'r el. 8'-10" -cedar post rh b.o.joist wiremesh panel, - - Il - y el. 8'-O" 1 to x 1 11,typ. ( �:d I I I I I I I—I � I -- . t:i ItIW;ti. - I!I: � � I . � tit ,fl�.;! :.:[I il jil`"jl:'ji i]i: -It"Ift. ;[I I :ill It +''It' 'l- :I;,,: I ii,l4il tl . . I i 1. l� :If! I it I I I :: !t!:t 11!,�;1 1,::f41.:j lit: I:tt: . I j.:jjI:i:;it 1 dil: ji:iiii :,;#�I; ,a . I. zI . ..I. lit J;, '' 11, I I r ; lit .I I. .I.�I I !I . �I , . I I I I l. t :, I. I:I I I I. � I I I I ;I:: 1 l.I i I ; , 1 I:I : .� , � �I �. rh t.o.shed I H ;;;I:lll4 i !I j,- f . .L it I I L.!.- �:t i'.I q q.It Ill " i �� .I; :; f"I!!I "I ,it :I- ,�l ":l I'lit, , � I I 1 4 1 jL�� , , : :t I - . fl T I F I�' TI 'I il� i I - �i;`ttl tilt :Ilp, it; I . Ill i:1 4V if Ill�: , " ;If;:!il I i:i I#I, I '4r l tit :Ilo# "; it;.l,jl:,li4;�qt�-1 ii,.; :I.I a -tit 1, I L- l W.,.:t.: if: .�I i,.lt[fi# i I jp ; ;.1 it�I ,1 I ,�!� �11 �1: : .: I� l I �.I . . , . -1 I I. I I .! I I . ,I I .I I;I I I I I I I I-I I I I '�.L i:I I�. ,.it. ..�--�iiii I if I t I . . : l I I i :� I i"' I 7-I I- I I l- I ;. I I; I:i .I ,* i �� ii:: V,: - fit,# 1:I it� �,: �t�:,I .I I I I I 7: .I I 1,,I it I i I I.I I I I:-��;It: : :I I 1 1, I I I ill,.i i � I-, , .i I � I i . I ; j I l lilt: :I:I 1 .�]�.�t� ;,�j 1�i: if i I,I ]:,� i; f fi I It It- ,.1 I��l� I I. I :1:.I 1 I j, it. ,�, .I I i...ii.I�i� !Ili*.I l I . i� I I I I I l_ ,�. 11 ,,I [I I I fill I�41� � : I I It :I'1 I 1 7 �. �I L: . ki, ;, ;,ii 1: ;r I ; � L I I �� 'r el. 7' i � il 1:��:',,if I.:- .. 4`11'it.:� I i I.:Ii �ill. .. . I tj'Ji J;!�:.-�f I 1.1 I : .I , :I I 4 It till ! If, � - !: � I. ji � I .1ij 1; !i 11 :i! 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I , I ... it lilt !iliiii,;!:�_�J;tl, I _I I : It : I : l, lij I, , I t I 'SECTIONS 1 , : I I I _ �j, r .,I ill III!:ill l, w. lll:ili� till Al T: :i:. :i it qi ,i:,:i; tj :7 t I4 :l� :ll ,: :ii .. 1: !:;;!] I liil�lq ii 4 �i , I �) ground level - , H F_ I I 1i . . I I . I I I - !I: I :,rill 1.:�;11 pt " it: " -I,it. ; tr .! I! 1. I: it I it;I I �I 4_i�� I , L . - — � , 'r el. Y-O" _r I 101-01, - I 101-01, I I I I I I I I DRAWN BY: FG CHECKED BY: AB 1� Y_ GL I I ( I SCA DATE: 07.24.2019 .-, I - (-r ,� �, ") SECTION THROUGH POOL ENCLOSURE �_ �. I ... P,m DRAWING NUMBER: .- ,� d, �%,� I �, 1��, , %� .- 1 4 _P A-200.00 _jr_1__ . 7/- 11 lifl I I I I � ; I : I i I l I i I i i I LL I _F1____ fT11- I -/-I--- I Ir , it , it I 7 I I; I f 4 ""I q! I - : I I "1: PI I i , i- I _ . � , I � illi I fl, jji 1H =- T11- , f !I * ff I . � -I_/___ T11- T : I If 4 f , i -� . I 1v i: I - I , � * �w I .- _� �. , I Il * - ) z * 71 � � � , _� %� __ I , � - fir �_ ( I � -- I ��, 4 - I � - R - REVISIONS: cedar joist,4x10 ISSUE DATE (LING SUBMISSION 07.03.19 concealed joist hanger I J 1 r f - I JI IJ I I copper LJ _J flashing -II I-°IIIIIiI�\\ •° , - : -- ' ° �—v•°°,o av°o'o'.o a'1iI1'tIIlIlii1I11II1II1i1I1I1 IIIIII I1I1I11I° IIII111I10 III1 II IIIIIil jI d �qq°.,°.°$IIIII�IIII av•'��IIlIlIIItIII'°,°.,.q..°°°'°I •av.°°°o.°.�a' c°..-o-.I -.. ° =IIf°I ° r I o• "/ / IIIIIIIIIIII q ° �I!L(IIIIIIIIII I IlIiIIIIIIIIII o :'1I'i 1,�•° d�IIIIII1IIIi \.o\ff. °.. o. roo 1II i concealed girder-post tie 7'11" el• cedar beam, 16x6 3/4"plywood cedar post, 6x6 cedar clap board ptd.casing, cant top edge to shed water C _L`J LJ 1/2"shim drip edge III1IIII I I1III1I - III •'II- °`IIIIIIIiIII` 1 I --! jS• q- o a' • a°• o°q•o'° - LEGEND: clap boards over tar paper underlay 3/4"plywood 3 1/2"studs, 16"o.c. painted plywood stone coping brick pavers pressure treated 4"slab double plate bolted to glass the at slotted, conceadled slab water line post-footing base tie gravel base rr. 3/4"gap stone dust finish 11 metal flashing over gunnite shell I I 1 I ! PER �G £O� L A A N D � �� L , CABANA 1. PROJECT: ID EN C E POOLHOUSE 1185 MILL ROAD MATTITUCK NY 11952 cz spot footing i ARCHITECT: ANDREW BERMAN ARCHITECT PLL C 77 CHAMBERS STREET NEW YORK NY 10007 I I P 212 226 5998 F 212 226 5657 ENGINEER: CONDON ENGINEERING, P.C. 1755 SIGSBEE ROAD` - - - MATTITUCK, NEWYORK NY 11952 VP P 631 298 1986 F 631 298 2651 DRAWING TITLE: DETAIL SECTION - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - DRAWN BY: FG CHECKED BY: AB SCALE: "-1'-0" DATE: 07,03.2019 A1 S Ai? NUMBER: II MO �� a -300.00 1 SECTION LOOKING SOUTH 1 1/2" = 1'-011 241E yd. REVISIONS: ISSUE DATE cedar joists,410 FILING SUBMISSION 07.03.19 cadar joist 6x10 copper flashing TX TX ! 3/4"plywood clap board I ptd.casing, cant top edge to shed water - 1/2"shim drip edge LEGEND: ! 3D I1/2 "studs, °- 16" 6" .o'.-/dc . painted plywood pressure treated double plate bolted to slab painted base board •°I i-- I Q °�D°••v°p°�.°I 'D°a•D°Qa.'.°I IlIIIIIIIIIII'Ii.IIIILIIIrIII s',a' D°'-'DD '.-Ii,°°' D..oIr D �- •, ° -; --i -�D °,.- D--I ° '°r. •.-i ° °'iI.-�.?°. °! ..;.°-I aD, _ .i, D•i a-i°-°. . . .°°°°d�°.°vD°v b°°D•aD.°i1° ,.°'°•�a'•°v..a•daiIIII�IIIIIII IlD•..vIIIII lItIIIIIl IIl•.'°',.o•°Da.°'I1 i� D. -o p�°p..°' ° •!'clap lap.°-boards oards.o ve r/tar brick r brick pavers paper underlay 4"slab 3/4"plywood ravel base metal flashing •r r. °• D - - -1I p° .•.-- ! - D a J °//,_�ll1.IIiI1IIIi II�;I.•—°D° __ —•IIi,IIIIIII IIID IIIi1 rIII,III IIIIII I III IIIIIIIIII I III °\,-_\•aI\ ..•D wI °\\►�/ P-a7I i - I. a D_ d;- • PmowE.RoG � A O� o �L , A , A N I'l D I L CABANA PROJECT: ! PUNDYK RESIDENCE USE 1185 MILL ROAD°b MATTITUCK NY 11952 ARCHITECT ANDREW BERMAN ARCHITECT PLLC 1 77 CHAMBERS STREET NEW YORK NY 10007 P 212 226 5998 F 212 226 5657 ENGINEER: CONDON ENGINEERING, P.C. — — — 1755 E ROAD SKEMATTTUCNWYORK NY 11952 P 631 298 1986 F 631 298 2651 DRAWING TITLE: DETAIL SECTION - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - DRAWN BY: FG CHECKED BY: AB SCALE: 1-1/2"=1'-0" DATE: 07.03.2019 Iq SE 4 VkED AOC,, DRAWING NUMBER: I 9%, 1 � A_301 .00 aQ _� z � SECTION LOOKING EAST a 1 1 .1/2" = 1'-0" _ W Lo.joists REVISIONS: el. 8'-10" ISSUE DATE pergola �pergola t.o.roof FILING SUBMISSION 07.03.19 cap flashing el. 7 b.o.ceiling pergola door header door header el. T-4" l door td spec. shower s owerrrs to body cadar / \ specified shower clapboards body cedar clap boards I \ � I open LEGEND: ground level Y 0'-0" SHOWER SHOWER SHOWER SHOWER 1 NORTH ELEVATION 2 EASELVATI T EON SOUTH ELEVATION 4 WEST ELEVATION 1/2" = 1'-0" 1/2" = 1'-0" V t.o.joists `r el. 8'-10" t.o. roof ------� --- '� ---� - -- - -- el. T-11" b.o. ceiling el. T-4" ptd. plywood, l typ 7 1 1/4"ptd.fixed shelves(2) ptd. plywood, / \ ptd. door - tyP• - / \ and casing ptd.plywood, tyP• / \ 0 1 1/2"stainless �" \ steel counter _____Z \ r=te aPP � ptd. base,IU I \ / / typ. / ground level el. 0'-0" PANTRY PANTRY PANTRY PANTRY NORTH ELEVATION 6 EAST ELEVATION 7 SOUTH ELEVATION 8 WEST ELEVATION 1/2" = 1'-0" 1/2" = V-0" rh t.o.joists el. 8'-10" t.o.roof b.o. ceiling pergola el. T-4" 1, ptd. plywood, \ typ. \ ptd.door 1/8"reveal and casing PERGOLAAND ld / CABANA ptd. base, typ PROJECT: el. 0'-01evel PUNDYK RESIDENCE STORAGE STORAGE STORAGE STORAGE POOLHOUSE NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION WEST ELEVATION 1185 MILL ROAD g — 1 �� — �� 11 � 1 _0" � — �� MATTITUCK NY 11952 1/2 - 1 -0 1/ - 1/2 = 1 -0 ARCHITECT: ANDREW BERMAN ARCHITECT PLLC 77 CHAMBERS STREET NEW YORK NY 10007 P 212 226 5998 F 212 226 5657 t.o.cabana -' el. T-11" ENGINEER: cap flashing, cap flashing, typ. typCONDON ENGINEERING, P.C. 1755 i' -- spec.wall - spec.wall SIBEE ROAD GS light centered J light centered MATTITUCK, NEW YORK NY 11952 on board on board P 631 298 1986 F 631 298 2651 _ cedar / \ clapboards to /I DRAWING TITLE: / \ boards atMitre ELEVATIONS CABANA cornerINTERIOR & EXTERIOR �gate block for hardware DRAWN BY: FG CHECKED BY: AB SCALE: 0" DATE: 07.03.2019 Ir S cjC' RAWING NUMBER: jpkm \ / \ base,typ. open * _ 500'�O recessed O \ / \ ground level CABANA NORTH ELEVATION CABANA EAST ELEVATION CABANA SOUTH ELEVATION CABANA WEST ELEVATION el. 0'-0" PERGOLA NOT SHOWN PERGOLA NOT SHOWN PERGOLA NOT SHOWN 16 PERGOLA NOT SHOWN ° 4143 pQ 1'-D" 1/2" = 1'-0" 15 1/2" = 1'-0"