Loading...
HomeMy WebLinkAbout40746-Z O�OSUEfQi,KcoG. Town of Southold 5/9/2019 P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43073 Date: 5/9/2019 TRIS CERTIFIES that the building IN GROUND POOL Location of Property: 965 Edwards Ln, Orient -SCTM#: 473889 Sec/Block/Lot: 18.-3-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/2/2016 pursuant to which Building Permit No. 40746 dated 6/3/2016 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 APPLED FOR The certificate is issued to Yahalom,Joachim&Judith of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40746 07-30-2018 PLUMBERS CERTIFICATION DATED t ed Signature �suFFol�-�, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOLITHOLD, 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#: 40746 Date: 6/3/2016 Permission is hereby granted to: Yahalom, Joachim 351 E 51 st St Apt 14C New York, NY 10022 To: construct an in-ground swimming pool and aec ohouse as applied for. o C...required. At premises located at: 965 Edwards Ln, Orient SCTM # 473889 Sec/Block/Lot# 18.-3-20 Pursuant to application dated 6/2/2016 and approved by the Building Inspector. To expire on 12/3/2017. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 ACCESSORY $226.00 CO -AC R DING $50.00 CO - SWIN4M OL $50.00_ Total: $576.00 Buildi7g 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. New Construction: X. —Old or Pre-existing Building: check one) Location of Property: Vlpt�(�C15 l_G7�Q , 6'l House No. Street Hamlet Owner or Owners of Property: JO ;21:n Y__a,6qlol?ti (� C7fic Suffolk County Tax Map No 1000, Section I Block 0'3 Lot ZID Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature I,pF SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road e� Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 ,c® ® yo _roger.richert(cD-town.southold.ny.us let�cOUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Joachim Yahalom Address: 965 Edwards Lane city.Orient st: New York zip: 11957 Building Permit#: 41222 & 40746 Section: 18 Block: 3 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G & S Electric License No: 578-ME SITE DETAILS Office Use Only Residential X Indoor Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: BP# 40746- Inground Swimming Pool to Include: Bonding, Control Panel, 4- GFCI Circuit Breakers, Pool Lights, Gas Pool Heater, 1- Pool Pump, Pool Cover Motor. Notes: BP# 41222- 20KW Standby Generator with 400A Automatic Transfer Switch. Inspector Signature: Date: July 30, 2018 0-Cert Electrical Compliance Form.xls OF 50UT s �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 [ / INSPECTION FOUNDATIONlSTwdm�-] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL,(FINAL) REMARKS: `- ld&/ 16- 19 DATE toI INSPECTOR s0 # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I SULAT N/ [ ] FRAMING /STRAPPING FINALF&P o"' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE ARKS: 4 f�n- I �� - , DATE INSPECTOR FIELD WSP4glr4 EPG;,y, ' D A ACOQ, S . �O L j . I ` V.J • FOUNI?4tON(1ST) .•..•..... mo ...i Yom.Y.. V FOUNDAMON(2ND) o ROUGH FRAMMC & PLUMBING -- 4 INSULATION BA N,Y. , H STATE EN Roy CODS n I 4� l `✓l l FINAL J2 Oft • 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 South oldTown.NorthFork.net PERMIT NO. 7 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form (� Contact: /I !� /J �f Approved ,20 j" Mail to: " '/Q6a'�� Disapproved a/c Phone: Expiration Z ,20� Building Inspector D ��LS o Y L5 APPLICATION FOR BUILDING PE �� ^^ // Date �p � , 21� JUN "' 2 241 V INSTRUCTIONS a. i ST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of p t scale. Fee according to schedule. . o p i ion of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the prernises 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. (Signature of applicant or name,if a corporation) ,!V0zc2 17&17� 126e. S"/C/ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder ?9__ y?b4?/a Name of owner of premises .5Gcji—e, (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 Nof 1. Locatioft"of-l&id�'on".Which proposed work will be done: ALI -House Number Street Hamlet County Tax Map No. 1000 Section Block Lot l Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of propo ed construction: a. Existing use and occupancy OCJ ('-0, / b. Intended use and occupancy PW Powe -/-- anaz 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear # Height Number of Stories v~ - 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner V11191 f ","A-1;rR 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * 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) COUNTY OF.,�;R(S)S: aL,-ecl (fA0-- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the 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. TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK Sworn to �efore me this NO.01DW6306900 r da of JU()e 20 1 (o QUALIFIED IN SUFFOLK COUNTY y COMMISSION EXPIRES JUNE 30,2g -n Notary Pub �� Signature of Applicant Scott A. Russell S�F 0)]E�-��1[W A�IC'lEIK T SUPERVISOR � � �,�- AWA .L����.C��G]EIS HEN T SOUTHOLDTOWN HALL-P.O.Box 1179 �]' Southold 53095 Main Road-SOUTHOLD,NEW YTown 11971 :f� �- �� ,c o wn of 1J C o CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET MAY 10 2016 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) - Yes bib ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ©El B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑®C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal i erosion hazard area. ❑� E. Site preparation within the one-hundred-year floodplain as depicted - - -an EIRM---Map-of- any wat-Er-coUrse--------- - -- - ®❑ 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 with your Building Permit Application. S APPLICANT: (Property owner,Design Professional,Agent,Contractor,Other) .C-T.1V1. #: D000 Date istriLt NAME: �GL IG�QC��/�C1-eJ +� ection Block LotZff .- 6,=^a,°,<t / " ` I Oh BLIILDi`G DI:PARTNIEN7- l L UtiLI` ' Contact Information- t' �� C'! 3 � 0 Reviewed By- - — — — — — — — — — — — — — — — — — Date: t� 1 Property Address / Location of Construction Work- — — — — — — — — — — — — — — / CAppr d for processing Building Permit. LY'/jt� St mwater Management Control Plan Not Required Slormwater Management Control Plan i�,Required (Forward to Engineering Department for Review) FORM 4 SMCP -TOS MAY 2014 APPLICANT S.C.T.M. 1000 tsFrtz� (Property Owner,Design Professional,Agent,Contractor,Other) —s,K� OsCHAPTER 236 3 Iva Stormwater Management Control Plan CHECK LIST NAME C%`-7-- ectlon Block Lot o z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: 5 - / `� The applicant must provide a Complete Explanation and/or Reason for not providing � all Information that has been Required by the following Checklist) I A Site Plan drawn to scale Not Less that 60' to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Herel NA SYES N0;how all of the following iterns: If you need additional room for explanations, Please Provide additional Paper. a Location & Description of Property Boundaries 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, j e. Limits of Clearing & Area of Proposed Land Disturbance. 000 f, Existing & Proposed Contours of the Site (Minimum a Intervals) L-7 Shall include g. Location of all existing & proposed structures, roads, i A well maintained Construction driveways, sidewalks, drainage improvements & utilities, Wire Backed Silt Fencing,s a h. Spot Grades & Finish Floor Elevations for all existing & Seeding of exposeU—and7or inactive solls. proposed structures. I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s), 0 I k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). GeRtar=t�' 0 Epgneerft _ i-n. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing i that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(T)Inch 0 rainfall/storm event. 3 Details&Sectional Drawings foi Stormwaterpractices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sedirnent Controls, b, Construction Entrance & Site Access. 00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g. infiltration basins,swales,etc.) I 1,0R)li I'UcaRv[:I:IiIN(a J-IART '.N' SE ONLY i Additional Information is Required. Reviewed & El Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date- ,� Z� /(© 1 -SMCP-has been approved by the Engineering Department. I 1 FORM * SWCP Check List -TOS MAY 2014 t}ESTED BY: Date: J a parry Marne: G T C.. Narne: G v Q,2 2 t t,LA rise No:. S 7s 1w G dress: U �o� -PAS vJy-t-ao c� e No.: 1741AP If � .10gSlTE ffdf=C3RAtfhATtON: (*Indicates-requked information) g� *Name: VA k Pt to { } ,�. *Address: 626 S ,)5E�b1.ti3 moss Street: AZA r l j 7 F: e No.. aX AMdp District: 1400 Section: BIOCIC: F . . - Lot: DESCRIPTION OF WORK(Please Print Clearly) �� g.pii k'. Pu {1 n ePCease Circle All That Apply) ready for inspection: YES NO 1 ; Rough In Final ,, you need a Temp Cerfiicate: ` YES NO v Information(i€needed) Size: 1 Phase 3Phase 100 150 200 300 350 400 Other `,r i = Service: �#Au�,d Number of Meters Change of Service Overhead r R . nal Inform PA)LMENT DUE WITH APPLICATION -JUL262018 BUILDING DE PROPERTY INFORMATION ABBREVIATIONS VENT GENERAL NOTES ROOF 965 EDWARDS LANE, ORIENT, NEW YORK 11057 A.C.T. ACOUSTICAL CEILING TILE MIN. MINIMUM NEW WC ON I SCTM NO. 1000-18-03-20 A.F.F. ABOVE FINISHED FLOOR MTD MOUNTED NEW ROUGHING I 1. THE STRUCTURAL PLANS, TO THE BEST OF OUR KNOWLEDGE, COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE NEW YORK STATE BUILDING LOT AREA= 100,845 S.F. OR 2.315 AC. BET BETWEEN MTL METAL NEW LAV ON CODE. NEW ROUGHING 1 2. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW YORK, LATEST EDITION AND ALL CLEARING LIMITATIONS: THE UNDISTURBED PORTION OF THE SITE SHALL BE MAINTAINED AS BLDG. BUILDING MW MICROWAVE NEW OUTDOOR Iz LUAPPLICABLE FEDERAL CODES, STANDARDS, REGULATIONS, AND LAWS. A NON DISTURBANCE BUFFER. C.H. CEILING HEIGHT N.T.S. NOT TO SCALE SHOWER I, 3. WORK NOT INDICATED ON PART OF THE DRAWINGS BUT REASONABLE IMPLIED TO BE SIMILAR TO THAT SHOWN AT CORRESPONDING PLACES SHALL ZONING DESIGNATION: C.J. CONTROL JOINT N.I�C. NOT IN CONTRACT NEW FLOOR-DRAIN 1� BE REPEATED. LOT COVERAGE CALCULATIONS CCEILING OP NG OPENING - - 1 1/2 IZ 4. IF ANY CASE OF CONFLICT BETWEEN THE NOTES AND DETAILS, THE MOST RIGID REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL MAKE NO CMUMU CONCRETE MASONRY UNIT PL. LAM. PLASTIC LAMINATE - - -r- DEVIATION FROM DESIGN DRAWINGS WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. STRUCTURES ALLOWABLE SF SQUARE FOOTAGE COL COLUMN PTD PLYWOOD 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND COORDINATE WITH ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER CONIC CONCRETE PTD PAINTED I I I I 1 CONSULTANTS, PROJECT SHOP DRAWINGS AND FIELD CONDITIONS. PRIOR PERMIT APPLICATION: C.T. CERAMIC TILE R.C. REINFORCED CONCRETE 1 I 6. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES, AND UTILITIES LINES FROM ALL DAMAGE. DET. DETAILS REF. REFRIGERATOR l I- _ 7. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. EXISTING BUILDING COVERAGE 20,169 (20%) 3,271 (3.24%) DWGS DRAWINGS REQ'D REQUIRED - - - FIRST FLOOR- EXISTING DECKS 2,069 (2.05%) D/W DISHWASHER SECT SECTION 1 1 2" 1 t 2" 3" I 8. THIS RECORD ENGINEER PERMITS ONE BUILDING PERMIT AND ONE STRUCTURE TO BE BUILT WITH THIS SET OF DOCUMENTS AND SHALL NOT BE I RESPONSIBLE FOR ADDITIONAL STRUCTURES BUILT USING THESE DOCUMENTS. EXISTING DRIVEWAY 3,609 (3.58%) ELEV. ELEVATOR SHT MTL SHEET METAL � EXISTING ENTRY WALKWAY 3,6 9 (3.58 ENCL ENCLOSURE SIM SIMILAR - - - I 9. THE ENGINEER SHALL BE NOTIFIED OF ALL CHANGES TO THE DESIGN AND SHALL NOT BE RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. OOL HOUSE I 10.ALL LABOR, MATERIALS AND CONSTRUCTION SHALL COMPLY AND CONFORM WITH ALL RULES, REGULATIONS, CODES AND ORDINANCES OF ALL EXISTING GARDEN 618 (0.61%) EXISTING SPECS SPECIFICATIONS J J FEDERAL STATE AND LOCAL AUTHORITIES HAVING JURISDICTION OVER THE WORK, INCLUDING THE OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA). EXISTING EXTERIOR STAIRWAY 106 (0.11%) GALALV GALVANIZED STL STEEL o I o IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND ALL TRADES TO ENSURE STRICT COMPLIANCE WITH ANY REGULATIONS AND/OR RESTRICTIONS GL. GLASS S.M. STAINLESS STEEL `O 1 CO OUTLINED WITHIN ANY SPECIAL PERMITS. EXISTING TOTAL LOT COVERAGE 50,422.5 (50%) 10,058 (9.97%) GWB. GYPSUM WALL BOARD REF. TRASH RECEPTACLE w 1 w GL. HEIGHT TYP. TYPICAL z 1 z 11.WALL SHEATHING MUST EXTEND TO TOP OF WALL PLATE AND BE NAILED OFF ON BOTH PLATES, ALL STUDS, SILLS, SHOES AND BAND JOISTS THIS PERMIT APPLICATION: H.M. HOLLOW METAL U.O.N. UNLESS OTHERWISE NOTED I ACCORDING TO NY STATE CODE. GABLE ROOFS,SHALL BE STABILIZED BY INSTALLING 2X4 BLOCKING ON 2 FOOT CENTERS BETWEEN RAFTERS AT ICE ICEMAKER V.C.T. VINYL COMPOSITION TILEEACH END GABLE FOR A DISTANCE OF 8 FEET TCVVARD THE BUILDING. -PROPOSED? OL -17HSF- 333 (0.33%) INFO. INFORMATION V.I.F. VERITY IN FIELD 1 12.ALL PLUMBING IS TO COMPLY WITH THE LATEST OF NEW YORK STATE, COUNTY AND LOCAL HEALTH DEPARTMENT CODES. PROPOSED POOL DECK 823 (0.81%) LCC LEAD COATED COPPER WD WOOD I 13.ALL ELECTRIC WORK IS TO COMPLY WITH NEW YORK BOARD OF FIRE UNDERWRITERS REQUIREMENTS ELECTRICAL CONTRACTOR SHALL FURNISH AN PROPOSED POOL 666 (0.66%) MAX. MAXIMUM POOL UNDERWRITERS CERTIFICATE TO THE OWNER. PROPOSED OUTDOOR SHOWER 45 (0.05%) TRAP 14.PROVIDE HARD WIRED AND INTERCONNECTED SMOKE DETECTORS AS PER N.Y. STATE CODE (LATEST EDITION) 15.DO NOT SCALE DRAWINGS REFER TO WRITTEN DIMENSIONS CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD AND PROPOSED POOL ADDITION 1867 (1.85%) TO NEW SEPTIC SYSTEM NOTIFY OWNER OF ANY DEVIATIONS OR ANY DIFFICULTIES IN THE LAYOUT. 16.THE INSTALLATION OF ALL PRODUCTS SHALL BE NEW AND SHALL MEET ALL MANUFACTURER'S SPECIFCAT•IONS. PROPOSED TOTAL LOT COVERAGE 50,422.5 (50/o ° ) 11,925 (11.82/o° ) 1 PLUMBING RISER DIAGRAM 17.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND BREAKING, COLLAPSE, DISTORTION AND MISALIGNMENT ACCORDING TO SCALE:NTS ALL CODES, PROTECTING ALL WORK DURING DEMOLITION AND CONSTRUCTION AGAINST STANDARDS AND GOOD PRACTICE. 18.THE ENGINEER OF RECORD HAS NOT BEEN RETAINED FOR ONSITE INSPECTIONS AND COORDINATION. ENGINEER OF RECORD IS NOT RESPONSIBLE BUILDING HEIGHT CALCULATIONS DRAWING LIST FOR SUPERVISION, INSPECTION, OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. 19.TOTAL HOUSE HEIGHT NO TO EXCEED 35 FEET FROM NATURAL GRADE ELEVATION. GRADE APPROPRIATELY TO MEET HOUSE HEIGHT RESTRICTIONS MAXIMUM BUILDING HEIGHT = 35'-0" A00 SITE PLAN, NOTES, DRAWING LIST, ENERGY NOTES, PLMB RISR DIA. AND PREVENT DRAINAGE FROM SLOPING TOWARD HOUSE. VERIFY IN FIELD ALL ELEVATIONS AND HEIGHTS. PROPOSED BUILDING HEIGHT= 14'-0" A01 FOUNDATION PLANS, FLOOR PLANS 201OCATION OF ALL STRUCTURES ON PROPERTY IS NOT THE RESPONSIBILITY OF THE DESIGN ENGINEER. ALL SETBACK LINES AND STRUCTURE A02 MECHANICAL/ELECTRICAL PLANS, REFLECTED CEILING PLAN LOCATIONS SHALL BE LOCATED AND STAKED BY OTHERS. A03 ELEVATIONS AND SECTIONS 21.ALL CONTRACTOR PROPOSED MATERIAL, FIXTURE, FITTING OR FINISH SUBSTITUTIONS TO BE PRESENTED TO ARCHITECT FOR APPROVAL BEFORE INSTALLATION. 22.CONTRACTOR RESPONSIBLE FOR EMERGENCY WEATHER PROTECTION, STORAGE SHEDS AND PLATFORMS FOR SUBCONTRACTORS, CLEANUP AND REMOVAL OF SUBCONTRACTORS TRASH AND REMOVAL OF FAULTY EQUIPMENT. I 23.CONTRACTOR TO PROVIDE SAMPLES OF THE FOLLOWING FOR ARCHITECTS APPROVAL BEFORE INSTALLATION: STONE COUNTER TOPS, CABINET AND MILLWORK FINISHES, TILE FLOORING. KEY TREE LEGEND I 24.CONTRACTOR TO ALLOW FOR 6 PAINT COLORS. PAINT = 2 COATS OF BENJAMIN MOORE ON PRIMED SURFACE. o =UTILITY POLE ELL I 25.ALL MILLWORK TO HAVE CLEAR LOW LUSTRE FINISH. CONCEAL ALL FASTENERS. v WELL _(1)MAPLE • _(3)WILD CHERRY =(5)TREE y I 26.PROVIDE & INSTALL GRAVEL& FRENCH DRAIN PIPING TO TAKE WATER FROM DOWNSPOUTS AWAY FROM BUILDING. I = • - •• • \ (TYPICAL) O� I 27.ALL NEW GRADING TO BE SLOPED AWAY FROM BUILDING. =1 TEST HOLE = N" SEPTIC&LP - - - ® 34 36 38 4 =MONUMENT _(2)CEDAR •' S 4 OLIVE BUSH RUSSIA (B)EVERGREENS \ o -jam I I ENERGY NOTES -- 0 I 1. ALL CONSTRUCTION SHALL CONFORM WITH THE REQUIREMENTS OF THE NY STATE ENERGY CONSERVATION CONSTRUCTON CODE (LATEST EDITION). \ ' \ cn 42 I 2. THE ENGINEER CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, THAT THE DRAWINGS COMPLY WITH THE NY STATE ENERGY CONSERVATION 32 q I CONSTRUCTION CODE. N52028'00"E EDGE OF LAWN 398,48' 1 I 3. ALL BUILDING MATERIALS, COMPONENTS AND ASSEMBLIES THAT ARE CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A VAPOR F THE INSULATION. 30 M UTILITY rT BARRIER LOCATED ON THE WINTER WARM DR TOHAT PROVIDES OR CONTINUITY OF INSULATION AT ALL PLATE LINES RIM JOISTS AND ALL CORNERS. CMF POLE 5. ALL HOT AND COLD WATER PIPING AND ALL DUCTS SHALL BE INSULATED AS PER CODE. oLOCATION OF ELECT..:.C - RMETER"H"FRAME °2 DEPARTMENT IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT TO THE BUILDING THE SIZE, DESIGN AND TYPE OF MECHANICAL UNDERGROUND t1100 6 HAVE BUILDING ENVELOPE, N U, CO M THAT WILL BE " _ COMBUSTION EFFICIENCY OF 75%AND SHALL HAVE ESTANDBY LOSSES QLESS THAN TO E CODE SPECIFIED MAXIMUM BASED ON ACTUAL - GAL LP TA K = m HEATING, COOLING AND HOT WATER SYS NEW 4'-0"GATE w/SELF CLOSING 39 ,� .. . m N IEQUIPMENT SIZE. HARDWARE-LATCH HARDWARE � 7 SHA'-L B - ENERGY CONSERVATION .... .... - - 2 @ 48"ABOVE GROUND 38 42 0 '/ SPECIFIED N TABLES 4.8,04 9,4.10 OF I HE NY STATE ENERGY CONSERVATION CONSTRUCTION CODE O(LA EST EDITION) / 1 DRI AY s Ac lsRv♦ uNs Z W IRRIGATION ELL 4W w m 8. ALL THERMOSTATS SHALL BE ADJUSTABLE FROM 4.5 DEGREES THROUGH 75 DEGREES F. FOR COMBINATION HEATING AND COOLING THERMOSTATS N/0/F W - O THE ADJUSTABLE RANGE SHALL BE BETWEEN 45 DEGREES AND 85 DEGREES F. ., I / DEBORAH o z `� ' o � '�: 9. HOT WATER TEMPERATURE CONTROLS SHALL 8E SET AT 140 DEGREES MAX. J FLYNN DW F 10. HALL EQUIPPED WITH DEVICES LI HOT WATER FLOW TO A MAX. OF 3 GPM AT 60 PSI WATER PRESSURE. O • .. W AND - m I \ ALL LAVATORIES AND SHOWERS S TO MIT LEEN \ z a'�a. .. . . +37.5 +37.5 D' ` .. p' O COL o SMITH ' NEW 4'-0" m HIGH CODE ... .. . 00E ¢op f tl I -_ S w! m � COMPLIANT +37 150' + \ POOL FENCE i P+37 50.0' 1 e Dia \ PROPOSES° W � ) POOL WELL 1 37.5 UTILITY a. . .,, m :a: . ,d} .- . .. d .",[._ " - + .i 37.5 s I '� E 1 I- & sD POLE DST,_ �' 1� F.P.�'_L p�� L , . F �?t ,I� T;'�i . ttT V� NCODE r'� I 111 \ AREA OF WORK +3a i I --- RR r r,L^^ LL �� I EXISTING HOUSE: ST 0 0�' H� I ��(�Il IC� �C. • ^�iT7'-+tAVF F1� I5 dC SEPTIC NO PROPOSED \ P C ( x CLEAR 8 NEW 4'-0"GATE w/SELF CLOSING 1 o WORK I �S U1�LA� 2 io I ;``ih=`r GIFUL ' _DAI D` 7if,','EN AT �•.� I vlydi „ �+ DT c`(� HARDWARE LATCH HARDWARE _.. .. \ S?o I 7 E 2 �A,,'i TO 4f✓I'✓I Far, THE c' "I, ,;"i"IPI !p F„pi ,a_.._�p�(�T V�CI 'f IVAT � F� @ 48 ABOVE GROUND 1 L 40 = - - _.�...__ �_I i �,,1\, L/,.\�I,�G 130-ARD LAWN 1 36 _LL P'Ii I^Iu, ECT"C.. . I. -ICI. - TtNO E . .•.-r; s a PROP SED O alJ�dD v.c� �al� RL rT U�A uae SEPTI POURED/ 1 r,r .,-� VCC ��fV� ONCr:r-T r ry ff��oo :. +37 +37S i / r • LOCA ION �In A A, •c n , O ., ..,. �0 r`fI FF +38 .... . .. .. .. .. .. ... ., ,�•��, _. ROUGH - FRA.;.:INf_, & 1'�LIJV,`:;11i��13 11'Di � � I�1 �• : P . I"iSULATION 60.0' � � D r n - PLUMBING I 4. FI1",1 AL - C0N TR C IOIy hf'HJT " ' I EXIST E ST 75.0' y ; ! ��,�....��% . I �,- I r-;I _ NG \ Q\ L COIC,P�ETE FOE-, C.O. E TE � °1 UMB WASTE �e TO RE IN HOLE. . �R I it ...S NEED O D ALL CONSTRUCTION LL A!EET THE T, COVERING N ..'. ` PROPOSED :`WI P° 1 _ i �� \ REouIREr,IEN r v a� E HE CODES o: IaE_ cn \ QR° . LAWN \ YORI� STATE. NOT Res,=arw11 LD FOR PLUf�18E CERTIFICATION DESrGi J OR cOr� I,3ucTIaN ERRORS. ON LEAD C ,TENT SEFORE LAWN \ �^,I c.n I D m \ \ 4o N IS11 R .�, o 38 CERTIFICAT bF OGCUP/�l�lCY .. Punlm OWe .... ,• ................... +37 5 D 3, N SOLDER LI D IN WATER "IT."7-DIATELY, _ / m R(�«�>r PPLYSYS EPS"CANNOT ENCL, i-- POOL TO CODE 1 !O RualanOlNa Q :`.•.P.mR.rVa� Y :.�'4.T,p ! F EAfl Ao GE;,a6 RAISED TOPOGRAPHY EXCEED 2/ 0 1%{, COMPLETION I / \ AND EXTRASCREENIN m A, s,- �;a� � , , Ui 'J CO, PLETI • •"" "'�= BErORE WATER I DAVID 8 4, 6 FISHER ......SCREENING ., :::'.... . . o SCREENING, O 1 CMF_ CMF M 0' k 28 v .. -41 o � n 04 � UTILITY 1 S52 28 02 W L�I OF CEDARS LINE OF 1' EVERG�6S POLE 30 32 34 389.38' & I z `+ N F \ G SPR a+ WELL-/10N I ��`���EID OUZO \ I N/O/F L ` \ I I � BARBARA BLOOM /� AREA OF `� SEPTIC � ��� �� � � \ HOUSE SITE PLAN \ ,AREA OF SEPTIC BERGDES G YAHALOM RESIDENCE SITE PLAN, NOTES, DRAWING LIST, ENERGY NOTES, PLUMBING RISER DIAGRAM 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 PERMIT ISSUE MAY 31,2016 DATE: MAY 31, 2016 ARCH TECTURE 965 EDWARDS LANE, ORIENT, NY 11957 SCALE: AS NOTED NOT FOR CONSTRUCTION REF NO: 178 SYMBOLS LEGEND 48" HIGH POOL GATE w! - CODE COMPLIANT SELF CLOSING HARDWARE POOL FENCE NEW CONCRETE % . _.. ............ FOUNDATION WALL _ PRECAST COPING STONE o - co ..............................: 0. NEW INTERIOR \ - EXTERIOR WOOD \i FRAMED WALL ROOM ROOM NUMBER INTERIOR DOOR O NUMBER \ OEXTERIOR DOOR/ 1 WINDOW NUMBER 1 � PARTITION TYPE RIDGE i i 4 A000 2 ELEVATION KEY .._....... ... 3 w wl i 1 SECTION KEY O O i (9 C7 --------------------i--- - FIELD FORMED - - z z o d a POOL a 0 0 0' REINFORCED SHOT CODE COMPLIANT O 35 0 X 16 0 O ` `) ti SMOKE&CARBON CRETE POOL SHELL POOL FENCE co M @) MONOXIDE DETECTOR - i- -............. - U U w w , . . ........ ..... . a a OUTDOOR' SHOWER -- --------------- - \, BELOW ...----------'------- POOLHOUSE ROOF PLAN --- _' ...._ v SCALE:1/4"=1'-0` C) ... .............. EXPANSION JOINT Lo Lo Lo BLUESTONE PAVERS 17'-0" 18'-0" CONCRETE SLAB ON ............... - - GRADE W/ 6x6 WWM 1 3., 2 7'-2" 52 8'-1 1W 4-14 - '-0" 16'-0" T-0' ._.. 4'-0" . .. ... a s ' 70 :- NOT CONCRETE BOND BEAM. CONCRETE W/#4 REBAR DOWNSPOUT- PRECAST COPING STONE __. . _..._.,.. .... _. ......... ........ ... . _. . _ . .. ........._ _. . .... '— � dt WATERLINE TILE co p' PLASTER FINISH COAT i............ ...... _ cSHOTCRETE WALL o � STORAGEOOL HOUSE CODE COMPL ANTd ` W/#4 REBAR 12 IN. 113 I � O.C. BOTH WAYS POOL FENCE =w l 7-0 X 8'-6"59 S.F. , 1T-4"X 8'-0" <.........._.......-.__..._......._.................... _...................._........_........................_ ......._..................... _.VENTED ,NE125 S.F.LOUVERED2EF.DOORS QTIN ...........ABGRAON tiN r� oo ih _ TRASH O 113A .. . PRECAST PAVER DECKNOOco TYPICAL POOL WALL DETAIL 4SCALE:1"=1'-0" POOL EQUIP._ O I— —I PAVERS WITH SAND M '.� � 1 ' 3 SWEPT JOINTS 4O1" SAND SETTING bo io T-0"X 8'-6" / ............................. .......................... .....-...... ........... .......................... 4 59 S.F. WC 8" HIGH POOLVENTEDLATE w/SELF Oc)LOUVERED 8 0 X 3 6 ---=_-RDWARE....... .............: DOORS 28 S.F. ................. ................... ....... .....00 .. ..........._ .DOWNSPOUT BENCH — AGGREGATE BASE OUTDOOR CODE COMPLIANT —SHOWERPOOL FENCE........................... ................................... PREPARED SUBGRADE 4'-5 - „8 15-8 8 4 8 16-0 8 .........17'-0” 21 4„ TN TYPICAL POOL DECK DETAIL SCALE:1"=1'-0" 38'-94" AZ CLAD SHOWER 1.' 3'_14" 1" 3'_12"01 �le ENCLOSURE ON P.T.FRAMING7'-13,. 4 POOL/ POOLHOUSE FOUNDATION PLAN POOL/ POOLHOUSE PLAN SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" D AlBERGDES GN YAHALOM RESIDENCEPOOL FOUNDATION PLAN, FIRST FLOOR PLAN88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 PERMIT ISSUE MAY 31, 2016 DATE: MAY 31, 2016ARCH TECTURE 965 EDWARDS LANE, ORIENT, NY 11957SCALE: AS NOTED FOR CONSTRUCTION REF N0: 178 SYMBOLS LEGEND NEW CONCRETE FOUNDATION WALL NEW INTERIOR/ \ EXTERIOR WOOD ........... ........ W STE LINE FRAMED WALL ; UNFINISHED --�-'"� .,N„•��. � � -- - -- - - ,SEI"=1 PTD. GWB ROOM ` 11C� 01 ROOM NUMBER MINI-SPLITV ............. ................. .... ... ........................... ........... ........ ................... INDOOR O INTERIOR DOOR \ UNIT I `. may, ........ �'•. r tib NUMBER EXTERIOR DOOR/ POOL E( JIP. ... ...... .. .... ........ . # PO 0 1 \ WINDOW NUMBER 1 1 PARTITION TYPE - 1 L08 z t WINE .............................. .............................. : ........._.........._. . .................. .. ........................... _............. ._...... . .. REF. ; STORAGE 1 FLOOR 116 : DRAIN 4 A000 2 ELEVATION KEY RASH O .... ..... .......... ............. ................. ..... POOL EQUIPMENT 3L � L1 � ; POOL HOUSE 112 ;iLt). / POWER AS REQ'D B a� 113 t g� 1 / POOL CONTRACTO I A000 SECTION KEY L -I EFRIGERANT .. .... ......_. , ....... ........ ....... .. � POOL EQUIP. PIPING IL H: 10'-0” 112 � SMOKE&CARBON MONOXIDE DETECTOR ...._.... .... !._... .... .. > ,...;. W WC 117 .M"' L01 VTR L r MIN SPLIT 1 OUTDOOR BENCH UNFINISHED PTD. GWB OUTDOOR SHOWER, L - UNIT _ J ` ........ - ..... .. ............. ................... ................ ------ _......... . / CONCRETE PAD / FOR AC UNIT POOLHOUSE POWER & MECHANICAL PLAN POOLHOUSE REFLECTED CEILING PLAN 1 SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" FIXTURE SYMBOL DESCRIPTION MANUFACTURER/MODEL NO. FINISH TYPE -_ SWITCH LUTRON VAREO TAP SWITCH WITH SCREWLESS SNAP ON POWER SYMBOL LEGEND PLUMBING NOTES & LEGEND FACE PLATES IN WHITE 3-WAY SWITCH LUTRON VAREO TAP SWITCH WITH SCREWLESS SNAP ON a NEW RECESSED TELEPHONE JACK FACE PLATES IN WHITE 15" A.F.F. U.O.N. OSE FROST FREE HOSE BIBS - PROVIDE __ SWITCH WITH DIMMER LUTRON VAREO PRESET DIMMER LOW-VOLTAGE WITH aD NEW RECESSED DATA JACK DRAIN DOWN VALVES @ EA LOCATION. __ JAMB SWITCH SCREWLESS SNAP ON FACE PLATES IN WHITE 15" A.F.F. U.O.N. NEW RECESSED TELEPHONE JACK -"-"-"-"-' - PLUMBING __ COMBINED SMOKE DETECTOR/CARBON MONOXIDE -- - 42" A.F.F. U.O.N. " SENSOR-HARDWIRED&INTERCONNECTED ®D NEW RECESSED DATA JACK - GAS PIPING CEILING RECESSED ADJUSTABLE ACCENT LIGHT CONTRAST HOUSING: N"13000LE MATTE WHITE 42" A.F.F. U.O.N. L01 CONTRAST TRIM:T3145D-11-11 SM 120V RECESSED DEDICATED WALL OUITLET BATHROOM WALL SCONCE PROVIDED BY OWNER-VERIFY -- COORDINATE WITH EQUIPMENT REQUIREMENTS NOTE: ALL NEW PLUMBING TO TIE INTO 4" PVC L06 I� POWER REQUIREMENTS W/SPEC 120V RECESSED DUPLEX WALL OUTLET WASTE LINE IN GROUND FLOOR SPACE TO NEW :�.:,_ :,P:,,,; .:_:.r SURFACE MOUNTED STRIP LIGHT FOR LITHONIA LIGHTING/ MOUNTED @ 15" A.F.F. U.O.N. SANITARY SYSTEM. L08 CLOSET LIGHTING. MNS5128 LP PROVIDE AND INSTALL NEW 1000 GAL ; WALL RECESSED EXTERIOR STEPLIGHT WAC LIGHTING/WL-LED100-C-WT WHITE ON ALUMINUM 120V RECESSED DUPLEX WALL OUTLET L10 ,,,, MOUNTED @ 42" A.F.F. U.O.N. UNDERGROUND PROPANE TANK AT LOCATION 120V RECESSED DUPLEX WALL OUTLET SHOWN AND ALL ASSOCIATED PIPING,VALVES, GFI MOUNTED @ 15" A.F.F. U.O.N. REGULATORS TO CONNECT TO RESIDENCE. � 120V RECESSED DEDICATED DUPLEX WALL OUTLET GFI MOUNTED @ 42" A.F.F. U.O.N. NEW 220V RECESSED DUPLEX WALL OUTLET MOUNTED @ 15" AFF, UON 120V RECESSED QUAD WALL OUTLET MOUNTED @ 15" A.F.F. U.O.N. 120V RECESSED QUAD WALL OUTLET MOUNTED @ 42" A.F.F. U.O.N. 120V RECESSED QUAD WALL OUTLET FI MOUNTED @ 42" A.F.F. U.O.N. 120V RECESSED QUAD WALL OUTLET MOUNTED @ 52" A.F.F. U.O.N. a 120V RECESSED DUPLEX FLOOR OUTLET NEW WALL MTD. JUNCTION BOX $ SWITCH $3 3 WAY SWITCH $o DIMMER SWITCH $, JAMB SWITCH © CEILING FAN CONTROL Tv CABLE TV OUTLET Q THERMOSTAT EF EXHAUST FAN CONTROL 0 STEREO LOUDSPEAKER WIRE TERMINATION POINT COORDINATE HEIGHTS WITH ARCHITECT ® NEW 400 AMP SERVICE PANEL o NEW HARD WIRED DOOR BELL MTD @ 42" A.F.F. NOTE: CONTRACTOR TO MARK OUT ALL ELECTRICAL DEVICE LOCATIONS FOR CLIENT APPROVAL BEFORE INSTALLATION J � h BE R G D E S G N YA H A LO M RESIDENCE POOL POWER & MECHANICAL PLAN, REFLECTED CEILING PLAN 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 PERMIT ISSUE MAY 31,2016 DATE: MAY 31, 2016 ' ARCH TECTU RE 965 EDWARDS LANE, ORIENT, NY 11957 SCALE: AS NOTED NOT FOR CONSTRUCTION REF NO: 178 8'-0" T.O.PARAPET .......... .... ...... .... ............ ......................... ......................._ ...... ...... .............................. ....... ...... ................................ . ....... . .... .. ........ B.M.-14'-6" FIBER FIBER CEMENT CEMENT FIBER CEMENT PANELS PANELS (o Z__ jok FIRST FLOOR CEILING PANELS ALIGN ....... ...... . ..... ............ . ..... ... . ............ B.M.-10'-0" FIBER CEMENT PANELS Ell E_ � O AZEK CLAD AZEK CLAD OUTDOOR Ell OUTDOOR SHOWER Z SHOWER Ell ENCLOSURE ON P.T. OUTDOOR SHOWER V ENCLOSURE ON I FRAMING ENCLOSURE ON P.T. P.T. FRAMING El FRAMING F-1 PAVERS ON Eli PREPARED Ell SUB-BASE STONE PAVERS STONE PAVERS PAVERS ON ON PREPARED ON PREPARED PREPARED SUB-BASE SUB-BASE ,9k FIRST FLOOR-ELEV.+38'-6" SUB-BASE.. ...................... ......... ........ ..... ....... ... .... ..... . ..... B.M.-0'-0" 7 M/ X, x 777, �/ 77177 X/ X//X/ X x x XX X 1/ X X X v \//\//\//\//\//\//\//\//\//\//\//\//\//\//\\ POOL N \\ N NX NN /\x \\/\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\// //\\//\\//\\//\\//\\//\\//\\//\\//\\//\\/\\//\\//\\//\\/\\//\\//\\//\\//\\//\\//\\//���j� r\\r\\/\\j�\/��/ \//\//\//\//\//\//\//\//\//\//�\//�\//�\//�\/j\�/�`/�\/�\/�\ /A POOLHOUSE EAST ELEVATION POOLHOUSE NORTH ELEVATION POOLHOUSE SOUTH ELEVATION POOLHOUSE WEST ELEVATION SCALE:1/4" V-0" SCALE:1/4"=V-0" TYPICAL ROOF CONSTRUCTION: TYPICAL ROOF CONSTRUCTION: j9k T.O. PARAPET SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION ---------------------------- ----- ............ -- ----- --------------------- SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION B.M.+13'-6- 3/4" PLYWOOD SHEATHING 3/4" PLYWOOD SHEATHING TJI FLOOR/ROOF RAFTERS w/R-60 INSULATION TJI FLOOR/ROOF RAFTERS w/R-60 INSULATION 5/8"GWB INTERIOR FINISH "AW 5/8"GWB INTERIOR FINISH FIRST FLOOR CEILING 1, 1 J\ I I ..... ...... .... .......... .. ..... ... .............. ........ ....... .. .... . ............ ... ....... III B.M.+10'-0" TYPICAL WALL CONSTRUCTION: 0 — TYPICAL WALL CONSTRUCTION: FIBER CEMENT PANELING OVER 2X WOOD BATTENS VAPROSHEILD-REVEALSHIELD VAPOR BARRIER OVER 3/4" PLYWOOD SHEATHING FIBER CEMENT PANELING OVER 2X WOOD BATTENS UNFINISHED PTD 2X8 WALL FRAMING w/R-34 CLOSED CELL INSULATION IN ENTIRE CAVITY VAPROSHEILD-REVEALSHIELD VAPOR BARRIER OVER 3/4" PLYWOOD SHEATHING GWB 5/8" GWB ON INTERIOR -------I L- —------------- PTD 2X8 WALL FRAMING w/R-34 CLOSED CELL INSULATION IN ENTIRE CAVITY I GWB 5/8"GWB ON INTERIOR ti POOL EQUIPMENT POOLHOUSE AZEK CLAD STONE COUNTERTOP OUTDOOR SHOWER 1 -099- ENCLOSURE ON BASE CABINETS BASE CABINETS SINK P.T. FRAMING CE) UNDERCOUNTER REFRIGERATOR PAVERS ON PREPARED SUB-BASE .. ..................... .... ....... .... ... . ..... ...... ..... ...... ...... ......... ...... .. ..... ...... ... ,9k FIRST FLOOR-ELEV.+38'-6l' B.M.-o,-o,, X \\ \TOILET \\\j \\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\ \\ �, \ \ /\\ \ \\ \\ 777 7/7 WALL MOUNTED '777 X < \\\\j/\\ \\ \\ \\ \\\\\ .. x >/ //\//\\//\\//\\//\\//\\//\\//\\//\\\ , /\\/�\\�/\//� / //\\//\\//\\ x > X� XXX ..-" FOOTINGS FOOTINGS N ' ON 0 '`///\\//\//\//\//\//\//\//\ xx\\//, xx X Y/' .\IX ///\//\ UNDISTURBED UNDISTURBED POOL //\//j//\//j GRADE GRADE DPOOLHOUSE SECTION POOLHOUSE SECTION \j/\\j -56VE:1/4" T-O" SCALE:1/4" 1 1-01' ................................................................. .................. ..... ....... .... ..... ............- .......... ----------- . . .... .... . .... ... ..... .......... ...... .............. ........................ .............. ............ . ...... ..... POOLHOUSE .......... : : .... ...... .. ............ ............................................................. BEYOND ............ POOL DECK .......................... .......... .................... POOL FENCE POOL FENCE:SEE BEYOND ............. PLANS ... ..... ... ...... ............. .... ... ............... ....... ............. ........................... .. ....................... .............. .. ............................. . ........... . ....... .. . ............. ... . . ... ............... . ......... ............ a . ............. ... ...- ............................ ........ ........... .................................. .... .. .. ............ ............................................ ..............................................................................-—----- .......... ............................................................. ......... .................. . ........................ ....................................................... ...... ........ . ............- . .......... ................ .......... . ...................... .... ............... . ................ .. .......... ................. 0 ... . ...................... .......... .................... .............................................................. .................................. ................­­...........-.............................. . ....... ............................ ...... .. ........... ..................... .... .... ......... ............. .... ..........- .............................. ................................ . . ............ .... ......... .................. .......... .................................... ................................. ....................................... ...............................................- ................. ............... . ... .................... ............ ........... .... . . ......................... ............................. .. . . .. ............ ... ................ ........................ .............................................. .............. ..... ..............- ........................................... ................... ................ ............................. ----------- --------------- ----------- ................................... ............ .......... ... .. .... .. ...................................................... .............................. ..................................................... . . ................................................................. ............................ ................. . .. . . ........................ -------------------- F_�SHALLOW END, 9 ps 60 \\/X\ X /\\\ .: \\ \\\ \1x //\/ DEEP END \/ \/ \/ \/ ///�//i./� POOL SECTION C�f%' B E R G D E S G N YA H A LO M RESIDENCE POOLHOUSE ELEVATIONS, SECTIONS, POOL CROSS SECTION SUB-BASE X/ x X/X, X, X x /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\//\//\//\ ARCH T ECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 965 EDWARDS LANE, ORIENT, NY 11957 PERMIT ISSUE MAY 31,2016 DATE: MAY 31 , 2016 SCALE: AS NOTED NOT FOR CONSTRUCTION REF NO: 178