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HomeMy WebLinkAbout44034-Z �Ff lK� Town of Southold 9/10/2020 o P.O.Box 1179 a ?. 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41421 Date: 9/10/2020 THIS CERTIFIES that the building IN GROUND POOL 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. 44034 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 in-ground swimming pool fenced to code as applied for The certificate is issued to Pundyk,Jeffrey&Anne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44034 8/25/2020 PLUMBERS CERTIFICATION DATED 4 "C\ � 0 Aut ' d YiNiatuie S" �_ =-�- TOWN OF SOUTHOLD BUILDING DEPARTMENT C2 TOWN CLERIC'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#: 44034 Date: 8/6/2019 Permission is hereby granted to: Pundyk, Jeffrey 20 E 35th St Apt 8D New York, NY 10016 To: construct accessory in-ground swimming pool as applied for. At premises located at: 1185 Mill Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 106.-9-8.4 Pursuant to application dated 7/17/2019 and approved by the Building Inspector. To expire on 2/4/2021. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO - SWIMMING POOL $50.00 Total: $300.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. 0-4- 1 03 I 2-o m New Construction: Old or Pre-existing Building: (check one) Location of Property: l S /V\Iu- EO AD House No. Street Hamlet Owner or Owners of Property: t FF KGU S. P U N Dy Suffolk County Tax Map No 1000, Section /lU 6 Block Lot 9.4 Subdivision 2 Filed Map. Lot: Permit No. J Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ D L) Applicant Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) residing at OL ci J (� (Print Jprroopertyl owner's name) �el(Mailing Address) Ydo hereb authorize f"' m" �C,�� (Agent) to apply on my behalf to the Southold Building Department. k /A____ O er's Signature) (Date) (Print Owner's Name) OF SOUj�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q Southold,NY 11971-0959 sean.deviin(a)-town.southold.ny.us C®wn� 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 Budding Permit#: 44034 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 Basement Service Commerical Outdoor 1 st Floor Pool X New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 2 4'LED Exit Fixtures Pump Other Equipment. Pump on 220GFI Breaker, Pool Cover w/Keypad on 220GFI Breaker, Salt Generator Heater, Pentair Pool Panel Notes: AS BUILT, NO VISUAL DEFECTS " Did Not See Bonding Inspector Signature: (�. \ Date: August 25, 2020 S.Devlin-Cert Electrical Compliance Form As OE SOU # TOWN OF SOUTHOLD BUILDING DEPT. Couto, 765-1802 INSPECTION [ FOUNDATION 1ST �Jln/ [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: &V A4,riDATE INSPECTOR OF 50Ulyolo * * TOWN OF SOUTHOLD BUILDING DEPT. D ✓ -louHr+, 765. 1802 1 INSPECTION qqc' 3c [ ] FOUNDATION 1ST [ ] ROUGH PLBG. 4-6 [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING k [ ] FRAMING /STRAPPING [ ] FINAL ve- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] ,CODE VIOLATION [ ] PRE C/O REMARKS: �? �d `?/ DATE INSPECTOR �� O�NpF SOUIy�! TOWN-OF-SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ -])Pjf6lULATIOW AULKING FRAMING /STRAPPING [ FNAL 7 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: %A4e C&k Oku DATE INSPECTOR oFsouyO� L40 3 q . -Lf # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -1 N'S P ECT 1 O N [ ] 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/OPDo/ REMARKS: l vk / _ ct 71M n r Act An4ct wi 1-e LA - - no cl c4R1e1a__ �IA iv- k/?�_, � h� 02,/2 7 It2o DATE INSPECTOR pie, b ov L X,t G '� RUM AUG 2 BUILDING D TOS, `ING LUGS- v.� �f t _ i FIELD INSPECTION REPORT DATE COMMENTS 1 i l �1✓ U ® '� FOUNDATION(IST) y -------------------------------------- FOUNDATION -----------------------------------FOUNDATION(2ND) �y �z ®,O �R, ROUGH FRAMING& H PLUMBING r INSULATION PER N.Y. STATE ENERGY CODE IT� Ifi 1-7 FINAL ADDITIONAL COMMENTS -� a t b d 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. aJ Check Septic Form N.Y.S.D.E.C. Trustees ;r �t' :.�F �• C.O.Application C r? r, Flood Permit Examined ,20 (� Single&`Separate Truss Identification Form _ JUL 10 2019 '�'r. Storm-Water Assessment Form Mpr, Contact: _ft('tiS KA GQc.WtMv N Approved �, ,20 ADIF 0XrMOLD Mail to: AN i)uw sew" AaffinbT Disapproved a/c �} UFS M(as Sr. 14"rL ,N�vT N1/ 4nd Phone: '2(2 IU S-10ig / Expiration ,20 Buil Spector APPLICATION FOR BUILDING PERMIT Date 20 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 bn'premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or-has not been completed within 18 months"from"such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. �, aA i ati re of applicant or name,if a corporation) I-(,%Wft-U St 41"PL,N t5N VAU V,1 Ny 11no:1- (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Awf .T'IT Name of owner of premises 1�Yf S. PU py (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: 11 8 S lu+l U. Ro AQ, House Number Street Hamlet County Tax Map No. 1000 Section 106 Block 01 Lot •�-' Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy NZA b. Intended use and occupancy Pd D L 3. Nature of work(check which applicable): New Building V Addition Alteration Repair Removal Demolition Other Work 0,16�� (Description) 4. Estimated Cost 28,11 M a.b/i Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor Alt q- If garage, number of cars NIA 6. If busindss,.commercial or mixed occupancy, specify:nature,and.ektent4each type of use. /y/A• 7. Dimensions of existing structures, if any: Front NA Rear /W Depth jVIA Height '&A' I Number of Stories &A Dimensions of same structure with alterations or additions: Front NIA Rear &1A Depth NIA Height /V/,4 Number of Stories 8. Dimensions of entire new construction: Front Rear ¢0 Depth 68 '6 d Height 91 A0 Number of Stories 9. Size of lot: Front 40 � Rear 2�-1 • 61 � Depth 64�-• P � 10. Date of Purchase 4W4 Zo(2 Name of Former Owner T (,/_,,-W 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 V Will excess fill be removed from premises? YES_V NO 14. Names of Owner of premises IEP , c PyNnyKAddress ti C 8Ssr.. N yj�V Phone No. 1I-+ 612 J94-1 Name of Architect AN ROAM 1,EL M AN Address 44 c -msas s&T. Ny N V Phone No 21'L 7-Lc "el 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 * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ✓/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 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 OFKI L ,*v_4) A N be.W C,t-?-MM being duly sworn, deposes and says that(95he is the applicant (Name of individual signing contract)above named, (.5611e is the Al-Of YE67X (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 t before his _ DONDRE�STEVEN PERRY da of BUIL RY 11Fq-STATE OF NEW YORK No.01 PE,'5308-U1 VD0A'A' QuAffied in Newyork County Notary Public My commission�XQirGSI?_���?UZ _ Signature of Applicant FFQ Scott A. Russell ,��°su 'r ST0]KMWA\T]E1K SUPERVISOR �T �T � � I��[A\I�A\�G�]E��l[]E1�T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 '�0l Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING Yes W (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. ❑Uv C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑5rD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[g*E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ©T F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witour Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date District y/�,, NAME: O 14 hJ GAJ a/ I b �7 m Section BI k Lot FOR BUILDING DEPARTMENT USE ONLY Contact Information: I.. 40 (ic rc Numtvl Reviewed By: — — — — — — — — — — — — — — — — Da e: 7-10—/9 Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — II�/S �,�'� noA p Approved for processing Building Permit. a ,c Stormwater Management Control Plan Not Required. , I ffStormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 1 d110 BUILDING DEPARTMENT- Electrical Inspector "7 TOWN OF SOUTHOLD -7 - Town Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 p� Telephone (631) 765-1802 - FAX (631) 765-9502 Ol '� roger.richert(a.town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 1<4 ITIi- Date: Company Name: —,1,,, S' , (e(T1d ( Vc Name: J_e v T+ License No.: yngl t, email: 0144r il vAq eetS 40 .('c Address: 13JO (�� crc�` o So UTwC Phone No.: i – rZ&S- JOB SITE INFORMATION: (All Information Required) Name: c,�✓A`t I Address: II c 110410 rrivc(c Cross Street: Phone No.: Bldg.Permit#: email: AloluAlpasi Tax Map District: 1000 Section: Block: Lot. BRIEF DESCRIPT ON OF WORK (Please Print Clearly) v H D-q uI 0-65 100 +%D f9� Circle All That�AA ,P 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 Formals a40 o S11FFpL� BUILDING DEPARTMENT- Electrical Inspector `7 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1.179 ate` Southold, New,York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(cD-town.southold.ny.us ' APPLICATION FOR ELECTRICAL INSPECTION EQUESTED BY: I T1i- Date: Company Name: —,f,� e(7n1UC. Name: JICFr Tt License No.: 3 yog/ 11K email: k., . Address: 13,.o Phone No.: 631 - JOB SITE INFORMATION: (All Information Required) Name: PC,",p Lf I- Address: II i 04,0 ve( Cross Street: Phone No.. BIdg.Permit#: email:- - k -- -- VELQt Fax Map District: 1000 lection: Block: Lot: BRIEF DESCRIP F WORK (Please Print Clearly) tib v %MLJQ__b4A 100 + qo Y l9a Circle All That 1 : 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 9 Request for Inspection FormAs c�a^,�,��/�al� PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator - - - -- -- ------ ---- --- -- --- ---- --- - Combo Cooktop Transfer AC AH Mini Special: Comments Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 CC- Southold, NY 11971-0959 ,W_ - ap V BUILDING DEPARTMENT NOTICE OF-UTILIZATION OF-TRUSS TYPE'_-CONSTRUCTION,PREwENGINEERED'. WOOD-CONSTRUCTION ANDIOR TIMSEWCON-STRU-MON.- Dat(k 0� 0 3 I Za 1 Owner: — Jt_'f-(-n S. rU N Dy_ f< f< Y_ Location of Property:— QP-A-D IV\ATtrVCK NV___Hf47_- 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):, Floor framing, including girders and beams (F) Roof framing (R) Floor and of framing (FR) Signature.,, Name (person submitting this form): AND SEW 13"WN Capacity(check applicable line): 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, POOL AND PERIMETER FENCE 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 Pool and Perimeter Fence, 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 SURVEY OF: PROPERTY LOCATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK S.C.T.M. # 1000-106-9-8.4 AREA = 139.644.2 SF. = 3.21 ACRES I 21.6 V48.3 O p p SCALE: 1"=50' ¢ m�c RR rORy m V 21.3 h Rf S e nm' ?,9 Qom NOTE: THE EXISTENCE OF RIGHT OF WAYS. / ( ie431 a 3 u WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. u m FOsr \ Bj�Rf FfNC RESIDENCE N f j LAND N/F 2se DETAIL ANASTASIA LAND N/F \ ALEXIADIS MICHAEL J LISOWY `O co \ c o 64;;,,5 �. \\ »e 886•>' FfN f lopo LAND N/F 'V^ poop°sosfo \ \\ JAMES oo co x 4e• GETCHES �CIV \ \ PROPOSED I PATIO \ PROPOSED / POOL \ / HOUSE \ PIPE �O LAND N/F •z KATINA A SIRIODIS 2 sr EDGE OF F 0 POLE LAWN R RS O /� MON. CONC. X4.3, MON. 66 91 O O Off, I cc N Q N $ 2 9 4��p���/ CHAIN-LINK F / O a,- p p 0.5'/s ENCE ��� pl J ov CONC. CO -7• POST =O — O LAND N/F I N N EDDY 81 95'pp,• w Bc �aIV CRECES LAND N/F 325. 74 GRATE � 9,C f LORI L DRIVE. BRIGGMANN 2.7•/S 0 POLE SURVEYED BY: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION PAUL BARYLSKI 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 631-294-6985 GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO F A X 631-627-31B6 THE TITLE COMPANY. i ION LISTED HEREON.AND TOTHE ASSIGNEESAL EO AGENCY LENDING INSTITUING TION. P A U L B A R Y L S K I o Y A H 0 0.C 0 M GUARANTEES INSTITUTIONSO R SUB SUBSEQUENT OWNERS.RTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL- MAY 11. 2018 3890-P 5-7-2019: PROPOSED POOL & POOL HOUSE - l TEST HOLE DRAINAGE CALCULATIONS: EL.46.0f SELAf{ 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 ¢ r s BASED ON THE FOLLOWING RUNOFF COEFFICIENTS:ROOF 1.0,ASPHALT SAND PAVEMENT 1.0,GRAVEL PAVEMENT 0.70 AND LANDSCAPING 0.10. SM PROJECT W Q s POOL HOUSE,PATIO&POOL 2.6 LOCATION 1L STORAGE REQUIRED: / PATIO/POOL AREA 1,620 SF X 1.00 X 2712= 270 CF ROOF AREA: 160 SF X 1.00 X 2712= 27 CF MILLER RAJ CF m BROWN&PALE 4 Y / / 297 CF/42.24 CFNF=7.1 VERTICAL FEET REQUIRED BROWN FINE 45.0+ !/ / SAND ID STORAGE PROVIDED: SP Z PoST& l USE 2-8'0 DRYWELLS-4 VF EACH=8 VF>7.1 LAND N/F (\ \ °�iN Fe"ce LAND rj/F Z 1T MICHAEL J \ \\ LISOWY \ POOL EQUIP. ALEXI DIS TEST HOLM CDONORMPERFORMED DNOVEMBER 72018 BY 8'0 X 4'DEEP I NO GROUNDWATER ENCOUNTERED GOA` \ \ \ BACKWASH DRYWELL LOCATION MAP APPROXIMATE LIMIT S J o 1'=600' OF CLEARING \ I 2 23 'nF ,s� GENERAL NOTES 64750, L \` +q6.0 "I SILT FENCE LAND N/F D (TYP.) � ESTHOLE I Nepcf g1 CONCROE WASHOUT \ T 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN JAMES ((/ 46-0 / \ 1q- OF SOUTHOLD AS REQUIRED. GETCHES c� _ ��MG co CONNECT PATIO DRAINS 4 / STOCKPILE AREA \ 2. SURVEY BY PAUL BARRYLSKI LAND SURVEYOR DATED 5/1112018. ` 4. TOTAL LOT AREA AREA=139,644.2 S.F. 0 ^ TO DRYWELLS WITH 6.0 DMW / N PVC PIPE `' / STAGING AREA \\ 8'0 X 4'DEEP DRYWELL DW +46 0 `' _ SERVICE PROPOSED WATER \� 5. AREA OF DISTURBANCE:20,000 SF OVERGROWN AREA 1 10 MIR �\ { 6. EXISTING TOPOGRAPHY REFERENCES THE NAVD'88 DATUMAND SCDPW TOPO MAPS SHEETAA-33. � -•...�,_. •--•--'-�� EXISTING SEWAGE PROPOSED 1-STORY DISPOSAL SYSTEM \ PIPE {{ PROPOSED 7. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF TO REMAIN cD % WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST POOL HOUSE ` - EXISTING PROPANE CAP + If/ CONSTRUCTION LAND N/F F.F.46.0 LIMIT OF CLEARING ' ? { / BE CONFORMED ACCORDINGLY IN THE FIELD. ENTRANCE K A TI N A GRADING& GROUND DISTURBANCE&LINE / / I \\ / 8. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN / r� \ {// WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. SIRIODI S SILT FENCE(20,000S.F.) f/ CY I G 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. 4 AZOLE 10, ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL 39.5 / 1Y LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS CONC. OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. MON. ( CONC. / \ MON. q q 11. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, N 82-24,00nW / ' \ p 66.9' �' TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. 329.00' CHAIN OLS%S INCE (/ N./ 0 uj 0 12. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28 DAY STRENGTH CONCRETE. LAND N/F EDDY CRECES f coNc. /^ LAND N/F LORI L BRI GGM AN N POST ; I \ 00o%/ �ij 13. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE -14: TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN N / THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO'THE NEW YORK GUIDELINES ( \ N 8�0'5, ,�A' CRS VIE-It p /l.l lam' FOR EROSION AND SEDIMENT CONTROL`. \ 325 74, \ CRATE 9 C +P.0r0� 14. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE LAND N/F +�ATHERINE� CANADE DRIVE. / U CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. 2.7'/S POLE SITE PLAN �\ 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 AND/OR 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 COVER PATTERN No.1012A-TYPE C OR AN APPROVED EQUAL. 4. PROVIDE A 24'X 24'WOOD SIGN LABELED CONCRETE COLLAR WOVEN WIRE FENCE SYMBOL SYMBOL 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 PAVEMENT CAPACITY IS REACHED AND AFTER THE EXCESS 24" m V MIN. CONCRETE CURES. 2 n Z MAX. 10' MAX. C. TO C. SPACING) Lz:777 `\� 6'MIN. '..a, SEE PRECAST STRUCTURE C7 NOTES FOR REINFORCING CO z R _/ BLE BERM REQUIREMENTS PLAN VIEW fz. e• .. ,�:� _• ►- � 36" MIN. LENGTH FENCE EXISTING _/ paR;: L PROFILE ( AL) s �, n ::: :irk u�] MIN GROUND PLA LEACHING BASIN NOTES: • .. INTO GROUND. zo POSTS N _ _. . .. D. 50'MIN 10'MIN HAY BALE 1 ALL DRAINAGE STRUCTURES SHALL BE PLACED �: `:'.•::• .:�.•: AS NECESSARY Lu 7. . � IN ACCEPTABLE LEACHING SOILS AS APPROVED WRAP WITH 6 OZ.(MIN.)NONWOVEN •' " '" : � GEOTEXTILE(FILTER FABRIC AND AT 3 Gt�UAR: �'' C7 E BY THE ENGINEER. IN THE EVENT POOR LEACHING ) z_ - HEIGHT OF FILTER BUILT UP BERM MATERIAL IS ENCOUNTERED,EXCAVATION IS TO TOP OF COLLAR BY MIRAFI OR AN w Z `f • - : : :'' = 18' MIN. IN, BE CONTINUED TO SUITABLE MATERIAL AND APPROVED EQUAL. PRECAST NAG _' Z c°i� EXISTING I` 2� 2,� . : P ASTDRAI E k! 2 MIN EX.GRADE BACKFILLED AS DETAILED. RINGS w 1` GROUND SHEET PILING AS REQUIRED-�'�_ V Q ` 6' MIN. 'r _ 2. NO TRENCH,PIT OR OTHER EXCAVATION SHALL I=- Q .1i `f' `►' « y 1 ISTING SECTION BE LEFT OPEN OR UNATTENDED. EXCAVATIONS EXCAVATE AND BACKFILL3 FEET AROUND " -� L z .t. 12'MIN. TO BE PROTECTED AS DIRECTED BY THE LEACHING RINGS WITH SUITABLE POROUS '•Y::0�(�•'• cA o V EMENT ENGINEER WITH FENCES,BARRICADES ND MATERIAL AS APPROVED BY THE ENGINEER. " `%, "'' U > PERSPECTIVE VIEW CONCRETE WASH-OUT AREA DETAIL OTHER APPROVED METHODS. "' '�: 12"MIN. CIL `..' 36' MIN. FENCE POST---\ PLAN VIEW 10'MIN. 3. ALLOW FOUR(4)INCHES FOR FINAL ADJUSTINGLL OF CASTING. ADEQUATE BEARING WILL BE w WOVEN WIRE FENCE (MIN. 14 PROVIDED USING CONCRETE BLOCK,BRICK : . 77 GAUiGE W/ MAX. 6` MESH w ^ AND/OR 1:2 MORTAR MIX SPACING) WITH FILTER CLOTH 20MIN. CONSTRUCTION 4. THE CONTRACTOR SHALL PROVIDE ADEQUATEFz '•::'' SHEETING AND SHORING DURING TRENCHING TOFLOW INSURE THE SAFETY OF WORKMEN AND THE :•:= ::'. UNDISTURBED GROUND 1. STONE SIZE - USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE DOWNSPOUT GENERAL PUBLIC EXPOSED TO THE HAZARDS OF COMPACTED SOIL EQUIVALENT. (SEE ARCHITECTURAL PLANS) FALLING AND SLIDING MATERIAL IN EX AVATE MINIMUM FSOF6!INTO CONFORMANCE WITH THE REQUIREMENTS OF THE AND 16'MIN. 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A m TITLE 29 CODE OF FEDERAL REGULATIONS,PART GRAVEL OR TO BOTTOM OF DRYWELL ELEVATION VIEW EMBED FILTER CLOTH DOWNS POUT ADAPTER(ADS 1926,SAFETY AND HEALTH REGULATIONS FOR WHICHEVER IS DEEPER. A MIN, ❑F 6' IN GROUND. 30 FOOT MINIMUM LENGTH WOULD APPLY). OR APPROVED EQUAL) o CONSTRUCTION(OSHA). (SEE CHART FOR PART NUMBER) 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. SECTION VIEW o 5. BACKFILL AND COMPACTION SHALL BE IN 6' 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT i LIFTS.COMPACTALL ED LTING RIALTOBE DRYWELL DETAIL C❑NSTRUCTI❑N S P E C I F-I C A T I ❑N S COMPACTED BY JETTING OR OTHER APPROVED PINTS WHERE INGRESS OR 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 REVISIONS OR STAPLES. POSTS SHALL BE STEEL EITHER 'T' OR 'U' TYPE OR HARDWOOD. 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 . ir 6'ADS PIPE(LENGTH VARIES SPACED EVERY 24' AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. to } .. 6' MAXIMUM MESH OPENING, 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL Plans are prepared by Condon Engineering,P.C. ItisaviolatiionofthetJewYorkStateEdugtion -� ) SNAP CONNECTION ? Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed s PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY ALL z Professional Engineer, Surveyor,to alter am item in an way. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJ❑IN EACH OTHER THEY SHALL BE OVER- 450 BEND MAX.) 9 y Y y Y g SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, PART PIPE SIZE A B C Land Surveyor shall affix to the itemhis/hersealandthenotation"Alteredby'followedby hislher MUST BE REMOVED IMMEDIATELY. o 0364AA 3• 2.50' 3.25' 4.75' c signature nature and the date of such alterations,and a t a 4,r'1 r- ' ~w` MIRAFI 100,<, STABILINKA T140N, OR APPROVED EQUIVALENT, 0464AA a• 2.50' 3.25' 4.75• 0 9 specific description of the alteration. �` ' 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE 0465// 4• 3.25' 4.50' 6.0(r 4. PREFABRICATED UNITS SHALL MEET THE MINIMUM REQUIREMENTS SHOWN. AND WHICH DRAINS INT❑ AN APPROVED SEDIMENT TRAPPING DEVICE. 00466 664AA a' 2.56' 2.53. 6.43• 6'ROOF DRAIN LATERALp ssa// s• 367 5.63' 6.43' WITH WYE(TYP.) Z SCTM: DIST. 1000-SEC. 106-BLK.9-LOT 8.4 0664/ 6' 3.67 5.63' 6.43' 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 9. PERI❑DIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH 'Part 0664-AC is PVC NOTE: 6•ADSPIPE MAYBE DISTANCEVARIES PU NDYK POOL HOUSE RAIN. USED CONNECENADECTLYTUTH (SEE GRADING AND Condon Engineering P.C. 'BULGES' DEVELOP IN THE SILT FENCE. CONNECTED DIRECTLY TO THE DRAINAGE PLAN) Scale:AS SHOWN ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS STABILIZED STRUCTCULTEC URES. ' 1185 W. MILL ROAD ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, STRUCTURES. NEW YORK STATE DEPARTMENT OF TRANSPORTATI❑N, REINFORCED NEW YORK STATE DEPARTMENT OF TRANSPORTATI❑N, CONSTRUCTION Drawn by:JJC 1755 Sigsbee Road NEWYORK STATE' DPARMEENVIRONMENTAL CONSERVATION, SILT FENCE NEW YORK STATE TPENVIRNMENLCOSERVAION, ROOF DRAIN ADAPTER DETAIL Matituck, New York 11 952 MATTITUCKNY NEWYORK E & WATERT ❑ E NEWYORK STAESOIL & WATERCONSERVATION ❑ E ACCESS Date:6/20/2019 (631)298-1986 (631)298-2651 fax www.condonengineedng.com SITE PLAN dQ REVISIONS: ISSUE DATE PUNDYK FILING SUBMISSION 07.03.19 1185 MILL ROAD, MATTITUCK NY 11952 APP 0 ED AS NOTED ' BY: FILING SUBMISSION, TOWN OF SOUTHOLD TIFY BUILDING DEPARTME AT 802 8 AM TO 4 PM FOR THE JULY 0312019 �-vWING INSPECTIONS: DUNDATION - TWO REQUIRED �:6n POURED CONCRETE PDUGH - FRAMING & PLUMBING .^: OLATION S ANDREW BERMAN ARCHITECT :%S L - CONSTRUCTION MUST 77 CHAMBERS STREET NEW 10007 BE COMPLETE FOR C.O. www.andrewbermanarchitect.com ' ALL CONSTRUCTION SHALL MEET THE TEL: 212 2._6 5 REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR N D EX; O F DRAWINGS GENERAL NOTES PLUMBING AND DRAINAGE NOTES 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 COMPLY WITH ALL CODES OF ARCHITECTURAL — pergola and surrounded by a fence enclosure trade practices. NEW YORK STATE & TOWN CODES "EN'if EMATELY".",' 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. AS REQUIRED AND CONDITIONS OF EN DWG NO. DRAWING TITLE SCALE authorities with jurisdiction, including local and state Fire Department ES_'CLON POOLET COOS Y company q P 9 proposed Y 9 t11?ON COMPLETION code, utilit com an requirements, and the best trade practices. 3. Plumbing contractor to examine ro osed la out with regard to •� � � L » »• T-001.00 COVER SHEET, GENERAL NOTES N.T.S. existing field conditions, and shall notify architect of any discrepancies BCFC�RE y41AT A ' 3. Before commencing work, the Contractor shall file all required between assumed field conditions and those encountered during '" NiNa BOARD 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 = 1'-0" and state authorities, obtain all required permits, and pay all fees to plan which shall be necessary, based on conditions uncovered in the RUSTEES required by governing agencies. field, in order to install all fixtures, equipment and piping in strict ocr 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 - 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= 1'-0" drawings and field conditions to the Architect. required sign-offs. ELECTRICAL DRAINAGE I�1,�PECTIO,..,ARE REQUIRED A-500.00 ELEVATIONS CABANA 1/2" = 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 Contact TOS Eroineering at 765-1560 before INSPECTION REQUIRED 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, CacktIII,On Provide Engineer's Certitication INTERIOR & EXTERIOR indicated in the drawings. or to be considered as either approved or in accordance with applicable that the dralnrq+�hrm bn7n Inetal"to Codi. E-111.00 ELECTRICAL PLAN 1/4" = V-0" codes. 6. The Contractor shall coordinate all work procedures with requirements of local authorities and the Owner. 7. The Contractor shall be responsible for the protection of all conditions OCCUPANCY OR and materials within the proposed construction area. The Contractor PLUMBING AND DRAINAGE shall design and install adequate shoring and bracing for all structural or USE IS UNLAWFUL removal tasks. The Contractor shall have sole responsibility for any DWG NO, DRAWING TITLE SCALE damage or injuries caused by or during the execution of the work. 'ITHOUT CERTIFICATE 8. The Contractor shall lay out his own work, and shall provide all OF OCCUPANCY C-1 SITE PLAN AS NOTED dimensions required for other trades (plumbing, electrical, etc.). 9. The Plumbing and electrical work shall be performed by persons licensed in their trades, who shall arrange for and obtain inspections and required sign-offs. 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" � r ,.P t�!*mfr ki � �� �7, t [� ='�� �i\���� � •�},�,�,:.' +'�.ro a, H proposed pool and patio rl;71 11171 , with perimeter fence in m proposed pergola and cabana = POOL AND proposed pathway exists g house E PERIMETER FENCE S ..�..��w�..._...�!i. ,...�._.-._�_. .��w __.W-.,._.... ..,-.. .,..,>.....�..,, existing studio PROJECT: parking , 1 STREET VIEW (EAST VIEW) 2 N REAR YARD VIEW (WEST VIEW) � � existing PUNDYK RESIDENCE POOLHOUSE 1185 MILL ROAD MATTITUCK NY 11952 ~,��" ,'�`.,,.,'':..;',♦��,^�R"}''1 �,";j�'�"',�"'ti�,;�i.E�;..'•r:�'4 .r. T j�,{F'.s ,L ARCHITECT {' ANDREW BERMAN ARCHITECT PLLC '\�' • ^ - : � �•� .tiro i . '' f,row{t.'' ', 77 CHAMBERS STREET ����� ,, NEW YORK NY 10007 4- r P 212 226 5998 F 212 226 5657 ` `.� w� t.�,. q:•z'. kg Y.r ;' ` R ENGINEER: y4 a Y ��'" � '� ,�� �'. ' `� `- •.�• ��:� CONDON ENGINEERING, P.C. -e�'�"`"v:,.'l`'#3K.s'r .`.,.,4 <ii?x' ,�,*;',u•$,S`�q', ,- , :k¢�� ''R�'"„ Q, vT,"s .7 1755 SIGSBEE ROAD MATTITUCK, NEW YORK NY 11952 EXISTING PLOT PLAN a tz 4 N J tl'rllt' , ; _ T.S. DRAWING TITLE: COVER SHEET, GENERAL NOTES DRAWN BY: FG CHECKED BY: AB SCALE: D DATE: 07.03.2018 S 5 �RMOJyC) RAWING NUMBER T-001 .00 CVIEW FROM SITE (WEST VIEW) 3 — 9 X24 NE 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 anchored into pool gunite structure sealant typ. The contractor is to verify all measurements in the Field and any REVISIONS: p engineer discrepancies are to be brought to the attention of the en prior to automatic pool cover see brick pavers on mortar setting bed on 4" construction g g ISSUE DATE manufacturer's specs'for size and thk concrete slab w/6x6 10/10 wwm typ. requirements. 1 II concrete FILING SUBMISSION 07.03.19 Grade a 3,500 PSI minimum after 28 Days •E_ --- -- -- - - _ = - - - -- - provide 30#building paper bond break „••. • _ SUBMISSION REV 1 07 25 19 provide 30#building paper bond _ break,typ. o typ. 2.All rebar ASTM A-615 Grade 60 Ii . ih underwater pool light fixture,typ. 3. Footings are to be installed on undisturbd virgin soil, the bottoms of deep end proposed new gunite shallow end g g box for automatic pool cover,see swimming pool 1r? 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" 1 max haunch w/required rebar in pool indicated otherwise requirements. o structure below for paving as required at 00 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 w/required rebar for the 1 pool structure with no cold joints-typ. installed along the top of the foundation walls with windows are to be max 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 to 95% de granular Fill both s des olf wall lifts 5. All snap off from ties are to be removed and remaining openings are evenly,typ. to be sealed/grouted. no cold joints. �• Y drain line from automatic pool cover undisturbed subgrade typ. 6. The foundation contractor shall coordinate with the plumbing and box to drywell. "floor-6thick Gunite 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 (��ECTION POOL tons per sgft. 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 11. Backfill along foundation wall is to be GW, GP, SW or SP soils per pergola post, ceiling joist for20 pounds/sqft 130 B SEVERE 310" MEDIUM - HEAVY SLIGHT-MODERATE 11 YES N/A USCS (ASTM D 2487) and is to be mechanically compacted in 6" lifts to T slotted cabana T95% of max. dry density = Concealed v' 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 rou ht to the attention of the architect prior to construction. connection p 9 p � 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 3. All laminated veneer lumber is to have the following minimum 2 NTS U NTS specifications: Nail Sizes FB =2,900 PSI Joint Description commonnails U.ON. Nail Spacing 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: Ceiling Joist to Parallel Rafter (Face-nailed) 3 -16d each lap FB = 2,800 PSI ° (1) regular FV=290 PSI Coiled Strap Ceiling Joist Laps over Partitions (Face-nailed) 4 -16d each lap specified o by Simpson Collar Tie to Rafter (Face-nailed) 2 -8d per tie FC PERP 740 PSI girder E = 2,100,000 PSI ray ° per stud, Blocking to Rafter (Toe-nailed) 2 -8d each end lapped under ( ) 5.All anthony power beams (APB) are to have the following minimum Rim Board to Rafter End-nailed 2 -16d each end >< < Concealed bottom plate. Beam Tie by o WALL FRAMING Simpson Anchor Bolts regular specifications: FB=3,000 PSI 6?L, Top Plate to Top Plate (Face-nailed) 2 -16d 1 per foot FV=300 PSI 5/8"threaded boltsTop Plates at Intersections (Face-nailed) 4 -16d joints-each side FC PERP= 850 PSI with Simpson bearing E =2,100,000 PSI plate tied down to Stud to Stud (Face-nailed) 2 -16d 24" o.c. 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.stab and 2 -16d per 2x6 stud footing 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 Joist to 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 Blocking to Sill t Top Plate ( Toe-nailed) 3 -18d each block 9.All roof sheathing is to be 5/8"APA rated sheathing. Span rating as 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 mall sheathing is to be 15/32 "APA rated exposure 1 plywood 4'-0 Band Joist to Sill or Top Plate (Toe-nailed) 2 -16d per foot and shall be nailed (per detail). 4'-0" typ 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'. POOL AND girder �? 3 2 2 3 Structural Panels 8d SEE NAILING SCHEDULE at panel edges PERIMETER FENCE � 12. Double joists are to be installed below parallel walls. specified joist v 'v wall studs 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 P U N DYK RESIDENCE Simpson noted. CEILING SHEATHING POOLHOUSE iI 15. Max. moisture content shall not exceed 19%. 1185 MILL ROAD 2 1 1 2 Plywood 8d 7" edge/ 10" field MATTITUCK NY 11952 16. Construct load bearing framing full length without splices. 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. GIRDER/JOIST CONNECTION, PERGOLA 7 / 16" 6d 3" edge/ 6" field spaces. P 212 226 5998 F 212 226 5657 4 NTS 3 2 2 3 4 Q 25 / 32" 8d 3" edge / 6" field panel , „ intermediate 19.All bearing walls shall be blocked at 4'-0"on center, vertically, ENGINEER: Gypsum Wallboard 5d 7" edge/ 10" field unless otherwise noted. CONDON ENGINEERING, P.C. yp fastening,8d Gable Roof Plan: 0 to 7 degrees Hardboard 8d (see table 3.9) common Cmon nails at 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 Sheathingwall sheathing, P 631 298 1986 F 631 298 2651 specified per support long direction 21. Fill all fastener holes in wood construction connectors with 1' x6" or1"x8" 2 -8d girder ROOF SHEATHING NAILING SCHEDULE x 10" or wider 3 -8d per support perp.to framng, manufacturers recommended fasteners. -- - 1' specified joist ends staggered FLOOR SHEATHING STEEL: Zone 1 Zone 2 Zone 3 DRAWING TITLE: Concealed Structural Panels 1.All Steel is to be ASTM specification A-36 Joist Tie by FIELD 6" O.C. 4" O.C. 3" O.C. 1" or less 8d 6" edge/ 12" field CODE SHEET Simpson g g 2.All bolted connections are to be made with A-325 bolts greater than 1 10d 6' edge/ 6 field ` Concealed EDGE 6" O.C. 4"O.C. 3" O.C. Diagonal Board Sheathing 3. Square/rectangular and circular columns are to be ASTM specification A500. Beam Tie by 1" x6" or 1"x 8" 2 -8d per support s pecDRAWN BY: FG CHECKED BY: AB Simpson 1" x 10" or wider 3 -8d per support s ecified post FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS, REFER TO 4.All column are to be bolted to steel girders with 1#2" bolts or unless p p "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. SCALE: TED DATE: 07.24.2019 STATE CODE BOOKon-center at the panel edge to obtain higher ssheat capacities,nailing requirements for structural members shall be SED-Apo, ED-Apo, RAWING NUMBER: doubled, or alternate connectors,such as shear plates,shall be used to maintain the load path. 5. 1/2" �A web stiffeners are to be installed at all point load bearing points ��5 pMO/y0 � and over all column supports. T-002.00 NOTE: Fastener schedule above includes materials and assemblies that may not be applicable to the project as currently 2 QQ esigned.They are included for reference in the event that an architect approved assembly substitution. 6. All welded connections are to be done by a certified welder and conform to AWS and AISC standards. a i 7.All weld joints are to use E70XX electrodes. cP � TYP. CORN'.R CONNECTION, PERGOLA SIMPLIFIED ROOF SHEATHING NAILING SCHEDULE TYP. WALL SHEATHING LAYOUT & FASTENING 4 3 U NTS $ NTS NTS 8.All girder splices are to be made above columns. F REVISIONS: ISSUE DATE FILING SUBMISSION 07.03.19 pool equipment below grade propane tank 647'-6" --------------------------------------------------------_ new access gate /� N --------- ------= REVISIONS: O \ 8' ISSUE DATE FILING SUBMISSION 07.03.19 slab on graded FILING SUBMISSION REV.1 07.25.19 \ ( S 6'0"high framed wall,cap flash top of wall pool equipment PARTIAL PLAN OF POOL EQUIPMENT 1/4" FLOOR TYPES: F1 brick paver planting F2 bluestone paver F3 bluestone stepping stones GENERAL NOTES: MATERIALS _ - FLOOR 1 lI brick,t be pool'Davinq FRAMING wood 1 sanded primed and painted I II II A 101 childproofro of latch, mounted t o Primed + painted all faces gate 48 high,selfclosin , SHEATHING horizontal weather boards interior of ate A POOLSTONE Bluestone pavers. i /' 102 Flamed face up y-• . . Sanded edges F2 +0'-0" �1 102 storage 1 i J I III Fi ±0'-O" � I j brick paving on concrete pad i I stone pavers 103,, !' I I I , 101 ai o lanti g'-0" ool 3'-0 p t o ! N 1 3 ant io I Q--L�L F 1 t0-0 dee I � o deep P -- v I F1 ±0'0 I , 1 ±0'-0 s I 1 , I . � I 1 104 shower' F1 t0'-0" i II 1 I � up b-- ------- --'--------- - ' - -- below- -I f ----- - --- -- _L B /. sotfun I P foundations 101 below gate,48" high j�001 P P . . - ! 1 pergola above 6'-6 tall fence ce posts is continuous t nu ou s woo d plate P at top and bottom of fence wire mesh panels,full height,wire mesh to planting be 1"x1"welded wire grid 48'-0" j 20'-6" 1 88'-6" 1 POOL AND PROPOSED PLAN PERIMETER FENCE 2 PROJECT: top wood plate, 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 SCALE: 0" DATE: 07.24.2019 ,��QtED ASG' S �j �A(yt0 �y� RAWING NUMBER: s PROPOSED ROOF PLAN Qw�QN�eFn� A-111 .00 o p� 0 2 5 10 20 ft N REVISIONS: ISSUE DATE \ FILING SUBMISSION 07.03.19 Disconnect 076- \ for Pool Equipment (2) i LEGEND: SINGLE POLE SWITCH D SINGLE POLE DIMMER 3 3-WAY SWITCH 4 4-WAY SWITCH —JS JAMB SWITCH =E) DUPLEX RECEPTACLE ==E)GFI GROUND FAULT INTERRUPT RECEPT. APP SPECIAL APPLIANCE OUTLET WP WATERPROOF OUTLET QUADRUPLEX RECEPTACLE ® FLOOR DUPLEX RECEPTACLE FIXTURE-CEILING FIXTURE-PENDENT CEILING 0- FIXTURE-WALL ---------- ---------- ---------- ---- - ---------- ---------- -------------------- -------------------- -------------------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---- ------ ---------- ---------- ---------- ---------- ---------- -------------------- -------------------- ---------- FIXTURE-FLOOR SPIKE LIGHT UCL FIXTURE-I , , CAB. LIGHT NEAR UNDER --F TELEVISION OUTLET b TELEPHONE OUTLET ' I I ' I i I I I I I , ' 1 1 ' I I ' I I I � I I I I I I I I I � I , I I I I ------------- --------------- WP I � � waterproof • I switched outlet � I I located on pergola I I I I I 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 I I I APP - ----- --- ---- to house ' I , I , I , I I I I W i pool lights,typ. T I , to house pool cover for eight(8) P O O L A N D motor ❑-----------------------------n PERIMETER FENCE I I I I PROJECT: PUNDYK RESIDENCE ---- - - ---- - - - -- -- - -- - - POOLHOUSE 1185 MILL ROAD MATTITUCK NY 11952 ARCHITECT: 1 , garden ANDREW BERMAN ARCHITECT PLLC stackable foliage 77 CHAMBERS STREET light,typ.for five (5) NEW YORK NY 10007 P 212 226 5998 F 212 226 5657 I , I I I 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: DATE: 07.03.2018 �E�EDAR, S 5 Q,AMO�O IX AWING NUMBER: POOL HOUSE: GROUND FLOOR PLANQ .� w �� � E-111 .00 1/4" = 1'-0" * Z i * 0 2 5 10 20 ft N y0 E � __ _ ­ ISSUE DATE ` FILING SUBMISSION 07.03.19 Al Al FILING SUBMISSION REVA 07.25.19 cabana beyond I - A t.o.joist F— cedar pergola b.o.joist t.n shed rF if bo beam I it SECTION THROUGH POOL ENCLOSURE .—�. ,_ -- — �o hynoo �:!�I!ll�j!r!ll:l [! '[I 1.- I I I! :. l� i �. �I � if 1 I'. ., . III . . .r ­ . I . . . . .. . I I I ': ,:, i It if I und �vo| (� W E S T E L E V AAT1 11 OU�NNOU F�C A B�AAN"A�AAN"DU�FIEN C�EE 2 EAST ELEVATION OF FENCE ENCLOSURE LEGEND: ) 114" = 1L--LO"�- 1/4"= 1'-O" cabana beyond A t.o.joist F— cedar pergola to Shed f 11 bn beam to henoo nd | | r,,--� SECTION TROUGH FENCE WITH CABANA cedar pergola behind to Shed rr 41/ bo beam / t» fence / � itI. ground lava (:�)�NOU R T H" EL E V AAT1 11�OIN OU�FIF E N"�C E E�N"C LL�OS UU R�EEI_z I 1.1 I iw I cedar pergola ,4, t-0-joist behind —1 cedarcap — removable V el. 8'-10" —cedar post fence panel to ohed / bo beam / to fence / � If -11 ground �vo| 'r el. 0'-O" I I PUNDYK RESIDENCE SOUTH ELEVATION OF FENCE ENCLOSURE poolcabana ANDREW BERMAN ARCHITECT PLLC cedar pergola 77 CHAMBERS STREET wire mesh panel NEW YORK NY 10007 rh 1.0.joist [_ beyond P 212 226 5998 F 212 226 5657 tn shed / bo boom / to fence / :jfJl:!jI. li'Ll 1: Ii ::if .fit ilit fl:!if I lif, til!;ii "It: :, I , I I itilill if,it I ii liiltii :ill i it.-: �J,l ground | | REVISIONS: • cedar joist,4x10 ISSUE DATE concealed joist hanger FILING SUBMISSION 07.03.19 J1 rLF I JI IJ I I JI IJ JJ copper LJ J flashing . ° °•.- P.°. ' • D ° .I1IIIII1 .—p°'—+I•I[[I I w—�==I�—a•II11 ��1�III1II=I—�.II1III1III—•pII11 —==l1 —'II —°aII1I`►II1I1 ,- — ° '—QV-__—° - o-a-•:Q— .. ° -.P--{ .Q ° ..° ° . -- °. -D - -- °- .D- - Q-•°,D�o°D.°DQ.•P,'•°'.'iiiIII'iiiiiiiiii,�ii'ii,iiiiiiiiiiiiiiiiiiiII; p..i °.. ° • •'oa•°—P°°. P.°Qe.. . .. - �—-•p--..°. _-p.. :D • —°,- •D— °• D- ----�- ° 'h_, D• c p _I1II1iIIIIIIIIII iI�dIiIIIIIIII1Ii � I .°o, o concealed girder-post tie 711" e l. cedar beam, 16x6 3/4"plywood cedar post, 6x6 cedar clap board ,,••pfie., �!fI1IIIIIIII1III- °+I1[ ptd.casing, 1III1I1III11III1I_===J—IIIII1III a—111III1I = cant to edge C to shewater LJ 1/2"shim drip edge I+I• — �°IIIIIIIIIII11I1I P.' .. ' D-Q-' °- ..�•—P V°— • _ •P °•'°p•Q ° v.? `°p�a•'.°D. _ -- v� — LE GEND: I. clap boards over tar paper underlay 3/4"plywood 3 1/2"studs, 16"o.c. painted plywood brick pavers stone coping pressure treated 4"slab double plate bolted to slotted,conceadled slab glass tile at post-footing base tie gravel base r� 3/4"gap water line metal flashing stone dust finish over gunnite shell 7111,117-111,11,1171111",F11,111 1 _� POOL A ND L PERIMETER R F EN CE PROJECT:UNDYK RESIDENCE POOLHOUSE N 1185 MILL ROAD A? MATTITUCK NY 11952 spot footing ARCHITECT: ANDREW BERMAN ARCHITECT PLLC 77 CHAMBERS STREET NEW YORK NY 10007 P 2122265998 F 2122265657 ENGINEER: CONDON ENGINEERING, PC. L / 175�5S,IGESO�B,EEA EM ROAD OAD MATTITUCK, NEWYO RK NY 11 952 P 631 298 1986 F 631 298 2651 DRAWING TITLE: DETAIL - - - - - - - - - - - - - - - - - - - 1SECTION DRAWN BY: FG CHECKED BY : AB SCALE: '-0" DATE: 07. 03.2019 D SE � RAWING NUMBER:` -300.00 1 SECTION LOOKING SOUTH * I 1-1/2'" = 1'-0" 24 a 'k- E REVISIONS: ISSUE DATE cedar joists,4x10 FILING SUBMISSION 07.03.19 cadar joist 6x10 copper flashing 3/4"plywood clap board ptd. casing, cant top edge to shed water ------ 1/2"shim drip edge 10 LEGEND: 55 3 1/2"studs, 16"o.c. painted plywood pressure treated double plate bolted to slab painted base board clap boards over tar brick pavers paper underlay 4"slab I 3/4"plywood gravel base metal flashing MOMove 19VP IQ •- . r V, V, Iq VP V, VP : VP V, V, VP -'Q vp V, VP V, F A r. POOLAND -7 J PERIMETER FENCE L, J PROJECT: PUNDYK RESIDENCE POOLHOUSE 1185 MILL ROAD MATTITUCK NY 11952 ARCHITECT II ANDREW BERMAN ARCHITECT PLLC 77 CHAMBERS STREET NEW YORK NY 10007 P 212 226 5998 F 212 226 5657 4 V, ENGINEER: CONDON ENGINEERING, P.C. J\ 1755 SIGSBEE ROAD MATTITLICK, NEW YORK NY 11952 P 631 298 1986 F 631 298 2651 V.. DRAWING TITLE: V'. Q� ( i DETAIL V, SECTION DRAWN BY: FG CHECKED BY: AB SCALE. V�Z� '-0" DATE: 07.03.2019 CD n_ 0, A 4 _� S %NMOLID RAWING NUMBER: Ux H H I H H I x fn7 -301 .00 &SECTION LOOKING EAST1 -1/2" - 1 0 t.o.joists REVISIONS: el. 8'-10" pergola pergola ISSUE DATE Ut.o.roof FILING SUBMISSION 07.03.19 j- cap flashing el. pergola b.o.ceiling _ door header door header nq f door l ;I � spec. shower ptd doors to FF body shower radar / \ clapboards specified shower --- - -- body / \ cedar clap boards i open LEGEND: ground level y' el. 0'-0" SHOWER SHOWER SHOWER SHOWER C � NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION 4 WEST ELEVATION 1/2'1 1 1-011 - U 1/211 - 1 -0 t.o.joists LL e. 8'-10" t.o.roof - - el. T-11" b.o.ceiling el. T-4" ptd. plywood, -� I typ J 1 1/4"ptd.fixed shelves(2) ptd. I / \ ptd. door - plywood, typ. / \ and casing - ptd. plywood, typ - �0 1 1/2"stainless steel counter / \ O - ------------ --- \ - - - -- - - - app / ptd. base, \ / typ / ground level PANTRY PANTRY PANTRY PANTRY el. 0'-0" ci� NORTH ELEVATION EAST ELEVATION SOUTHt ELEVATION WEST ELEVATION 1/2" V-0" 1/2 - 1 -0 t.o.joists y el. 8'-10" F to. roof 1 — pergola el. ceilin el. 7'-4 ptd. ( plywood, \ typ. \ ptd. door and 1/8"reveal casing I POOL AND PERIMETER FENCE /. ptd. base, ground level PROJECT: el. 0'-0" PUNDYK RESIDENCE STORAGE STORAGE STORAGE STORAGE POO LHOUSE ci� NORTH ELEVATION � EAST ELEVATION SOUTH ELEVATION WEST ELEVATION 1185 MILL ROAD iv MATTITUCK NY 11952 19521/2' = 1'-0" 1/2" = 1'-0" 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 cap flashing, f cap flashing, el, 7'-11" ENGINEER: typ. typ. CONDON ENGINEERING, P.C. —spec. wall o hboendtered spec.wall 1755 E ROAD J light centered MATTITUCKITUCK, NEW YORK NY 11952 on board P 631 298 1986 F 631 298 2651 cedar / / \ clapboards to / DRAWING TITLE: / \ weather.Mitre \ boards at ELEVATIONS CABANA corner mounting block INTERIOR & EXTERIOR for gate hardware \ i DRAWN BY: FG CHECKED BY: AB SCALE: "- '-0" DATE: 07.03.2019 \ S 5'� % 'M0 RAWING NUMBER: open �\ //I \ recessed � �� -500.00 base,typ. # z \ / \ L ground level a 1 CABANA NORTH ELEVATION CABANA EAST ELEVATION CABANA SOUTH ELEVATION CABANA WEST ELEVATION eI. o'-o" s� 1`� PERGOLA NOT SHOWN 14 PERGOLA NOT SHOWN PERGOLA NOT SHOWN PERGOLA NOT SHOWN 1/2'' = 1'-0" 1/2" - 1'-0" J 1/2" = 1'-0" U 1/2" = 1'-0" -