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HomeMy WebLinkAbout41222-Z �o�4gUEF0j1ree� Town of Southold 5/9/2019 o - P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40372 Date: 5/9/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING 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 11/7/2016 pursuant to which Building Permit No. 41222 dated 12/13/2016 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: ONE FAMILY DWELLING WITH FRONT COVERED ENTRY, REAR COVERED PORCH, OUTDOOR SHOWER, KOI POND, ATTACHED GARAGE AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Yahalom,Joachim&Judith of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0030 04-22-2019 ELECTRICAL CERTIFICATE NO. 41222 7-30-18 &01-24-19 PLUMBERS CERTIFICATION DATED 11-20-2018 Kevin R pe u ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ; SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41222 Date: 12/13/2016 Permission is hereby"granted,to: Yahalom, Joachim 351 E 51st St Apt 14C New York, NY 10022 To: construct new single-family dwelling as applied for per SCHD. At premises located at: 965 Edwards Ln., Orient V 0 1 SCTM # 473889 Sec/Block/Lot# 18.-3-20 Pursuant to application dated 11/7/2016 and approved by the Building Inspector. To expire on 6/14/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $3,942.40 CO -NEW DWELLING $50.00 Total: $3,992.40 Builth g pector �o�g�FEnc;��oTOWN OF SOUTHOLD �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • 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#: 40744 Date: 6/3/2016 Permission is hereby granted to: Yahalom, Joachim 351 E 51st St, Apt 14C New York, NY 10022 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: ;- 965 Edward Ln, Orient SCTM # 473889 Sec/Block/Lot# 18.-3-20 Pursuant to application dated 5/9/2016 and approved by the Building Inspector. To expire on 12/3/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALT E N $3,485.60 W DWELLING $50.00 Total: $3,535.60 ufl ing Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy-of Certificate-of Occupancy-$25- 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. s_- - - New Construction: Old or Pre-existing Building: check one) fa Location of Property: :! 6 S__ (,1,/�� zc� er-111— House No. Street Hamlet Owner or Owners of Property: J �1 ��� jci/t��TA ��2/67/0/711L_ Suffolk County Tax Map No 1000, Section Block �j Lot Z-0 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Applicant Signature OF SOU��,®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® �Q roger.riche rtCc)-town.southoId.ny.us Southold,NY 11971-0959 COUNT`i,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Joachim Yahalom Address: 965 Edward Lane 04 City: Orient St: New York Zip: 11957 Building Permit#:Se-eq/ jam 40744 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-E SITE DETAILS Office Use Only Residential X Indoor Basement Service Only X Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 400A Heat Duplec Recpt 1 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel 100A A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 100A Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment. 400A Underground Service With Temp Builders Panel. Notes: Inspector Signature: ��l�e�. ­2% Date: July 21, 2016 z Electrical 81 Compliance Form.xls pF SOUTy®l® Town Hall Annex Telephone(631)765-1802 54375 Main Road e� Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 .P®�� ry a® roger.richertCa�town.southold.ny.us COU BUILDING DEPARTMENT TOWN OF SOUTHOLID CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Joachim Yahalom Address: 965 Edwards Lane city,Orient st: New York zip: 11957 Building Permit#: 40746 & 41222 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 Ceding 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 Fixture Time 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 Cover Motor. Notes: BP# 41222- 20 KW Standby Generator with 400A Automatic Transfer Switch. Inspector Signature: 7Date: July 30, 2018 0-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �� roger.richert(aD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Joachim Yahalom Address- 965 Edwards Ln City: Orient St: New York Zip- 11957 Budding Permit#. 41222 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 X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 400a Heat gas Duplec Recpt 71 Ceding Fixtures 28 HID Fixtures Service 3 ph Hot Water GFCI Recpt 14 Wall Fixtures 25 Smoke Detectors Main Panel 2-20 A/C Condenser 4 Single Recpt Recessed Fixtures 108 CO Detectors Sub Panel 100a A/C Blower 4 Range Recpt 30a Fluorescent Fixture Pumps Transformer Appliances2-dw Dryer Recpt 30a Emergency Fixtures Time Clocks 2-2 Disconnect 0 Switches 51 Twist Lock Exit Fixtures 11 TVSS Other Equipment: "out door kitchen", 1-wirlpool bath, 4-bath fans, 30a-wall oven, range hood, 5-paddle fans,well pump, 13 dace way lights,gas fired radiant floor heat,2-combination GFCI/ARC fault circuit breakers, Notes: 22-ARC fault circuit breakers Inspector Signature: �0Date: January 24 2019 81-Cert Electrical Compliance Form.xls o�*pF SOU��o Town Hall Annex Telephone(631)765-180.2 % 54375'Main Road P.O.Box 1179 Fax(63 I)765-9502 ®G _ Southold,New York 11971-0959 Off. D R 2 -15 BUILDING DEPARTMENT AY _ - TOWN OF SOUMOLD M72019 , TOWN OF SoUmOLD CERTIFICATION Date: 2� Building Permit No. Owner: (Please print) Plumber: KW io C-6 f t ( lease print) 1y I certify that the solder used in the water supply system contains less.than 2/10 of 1% lead. (Plumbers Si ature) Sworn to before me this.vi 0 `- - day of—AJOrr7 r, 20 Notary Public, �(ti `l�County Deborah A.Donegan Notary Public,State of New York No.4978909 Qualified in Suffolk County Commission Expires June 22,:Cq�)j � �titin f SOUlyolo c/- O holy 0 Ni'l 0� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 ,INSPECTION [ /] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: v�,� DATE Z INSPECTOR souls o`o courm,N�' TOWN OF SOUTHOLD BUILDING DEPT.. 765-1802 INSPECTION 7UNDATION 1ST [ ] ROUGH PLEIG. UNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT CAL (FINAL) REMARKS: fix p ® -Iry =' • DATE �-� INSPECTOR pf SOUTy�I � o �ycou TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI AL) REMARKS:- iAGA10JINA fid- Sv✓>� � a �✓ is DATE INSPECTOR SOUlyo� N O TOWN OF SOUTHOLD BUILDING DEPT. 765.1602 INSPECTION [ ] FOUNDATION 1ST [\/ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] ELECTR AL (FINAL) _REMARKS: (ok L v vm old rg h i DATE I INSPECTOR SOUj�� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1,NSPEC ION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FR�VG / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) I.1 . REMARKS.: IML r © DATE INSPECTOR SOplyo� (/ �ycourm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR _ oF souryolo courm,o�' TOWN OF ZOUTHOLD BUILDING DEPT. - 765-1802 INSPECTION ( ] FOUNDATION 1ST [ ] GH PLRG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ,ELECTRICAL (ROUGH) [ ] ELECTRIC (FINAL) REMARKS: D v;rxj At V/ W�� (CrA6 rovi jS 0&�tl IA/I AftUq/-5 f5l)� DATE11-4W17007-7- INSPECTOR OE SOUryO # l# TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 IN SPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [c4--"FINAL NO [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ,a. --j u G"in 4mA M6 i I r C4 suv DATE INSPECTOR UF SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. `scour- 765-1802 - INSPECTION Z� 1 [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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: DATE f INSPECTOR �� �u f KYNENE" .�� A IJZ cti, THE EVOLUTION OF INSULATION O) FQ INSULATION CEIRTIFICAT-E OF N This form itnust be filled out and posted to cdnply with building code requirret ieoatsm Meets IRC reg41rements: 200%IRC-N1101:2,N1101.4,W1101.8 2009 IRC-N1101.2,N1101.4,N1101.8 D � 2012 IRC-N1101.3,N1101.7,N1101.12, D The following spray polyurethane foam product(s)has/have been installed. MAY - 7 2019 Q LD-C-50 p LD-R-50 p MD-C-200 p MD-R-200. p MD-R-210 ❑'Other Please consult International Building Code(IBC),Chapter 26-Plastic and International ResidentiaP MDZT? vim' Code(IRC)2006 IRC R314,2009 IRC R316, m 2012 IRC R316-Foam Plastics for specific requireeriW OF SOUMI I:D aforementioned Icynene spray polyurethane foam insulation systems),has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness* Attic Area R- at inches Sloped Ceilings R- 38 at 11 inches Walls(location): R- u at inches Walls(location): R- 0 at inches Floors(overan unheated crawl space) R- at L� inches Crawl Space Perimeter R= at inches Basement Walls R- at 0 inches Other(location): Band Joists R- 14 at 0 inches Nominal thicknesses are representative of field,spray-applied foam material. Jobsite Address 965 Edwards Lane Orient NY 11957 Date of Insulation Installation IJuIv 25 2018 Building Contractor. Fred'Seifert.Jr Contracting 'Insulation Contractor po Insulation Insulation Contractor Phone (631)218-9350: Installed By IM11jam Knz INSULATION t-E-R-T,IFICATE o 'DO .IVOT REMOVE Please post near decfrical panel. ICYNENE Inc. 6747 Campobello Road,Mississauga ON L5N 21-7 Canada ICYNENE.COMi ] 0 [ ' D MAY - 7 2019 NEW YORK (BUILDING ® � T E C H N O L O G Y 5.1�qpm-�Mr1s (•'?C c G R O U P TOWN OF 50urkiaLL Affidavit Of 2015 IECC Compliance Date: 9/19/2018 Inspection Address: 965 Edwards Lane, Orient NY 11957 This is to Certify that on 9/19/2018 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: <_3ACH Conditioned Floor Area: 39781 1 Blower Door Test Result: 1 24V81971 Conditioned Volume: I 79668 I Leakage in ACH50: 2.2 402.4.1.2 2015(ECC Compliance: IPASS I (sealed attic& basem 403.2.2 Duct Sealing:(Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 I of conditioned floor area. System 1: Main 1 Leakage CFM@25: Exempt Supply R-value: 8 Return R-value 8 System 2: Main 2 Leakage CFM@25: Exempt Supply R-value: 8 Return R-value 8 System 3: Leakage CFM@25: Supply R-value: I Return R-value Notal Combined Leakage: CFM@25 Leakage Limit: Exempt JCFM@25 *** EXEMPTION-All ductwork and air handler is located within the building thermal envelope. 403.3.3 2 2015 IECC Compliance: PASS Signature of Certified RESNET HERS Rater: HERS CSA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Cindy Zeis Certification #4337401 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc. and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com New York Building Technology G 159 Rt 25A, Bldg. 1 Su NEW YORK BUILDING Miller Place,NY 1' L'-4 (TECHNOLOGY [gOtiV Tel.(631)495-0289 Fax(631)389-: Combustion Safety Testing Form Certified Home Address: 965 Edwards Lane City: Orient Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Seifert Construction Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Basement (Use additional forms if more than one CAZ or tf home has multiple heating systems or water heaters) Date of Test: 09/19/2018 Outdoors Temp During Test: 72 OF CAZDgpressurkadon Note:Net Change=Test Pressure-Base Pressure) Base Pressure: NA pa. CAZ Ambient CO: NA PPM Test Pressure: NA pa. Appliances/Fireplace Simulated for Test?Yes No X Net Change: 0 pa. If Yes,Total CFM Simulated (explain in notes) NOTES: [ffeating System Primary:Yes x No Type-Furnace Boiler X Heat Pump Other LAatEin :94.1 AFUI N P O E Ncienc Fuel TW Venting TW Dra Sip Ilage Sip llagee CO cc Pascal (Worst Case atural (Worst Case atui V MS X NA Pa. Pass x Fail Pass X Fail NA PPM NA 1 Primary:Yes X Tyne:Standard Tank_Indirect X Tankless_ Size:iii Sty1e4 Common Ver Water Heater No Instantaneous Commercial (See Note 5 below) (Gallons) Stand Alone E tcienc Fuel TvneZ Venting TDraSvCO CL Pascal (Worst Case atural (Worst Case) (Na tu) EF: 94.1 N P O E N M S x NA Pa Pass X Fail Pass x Fail J NA PPM NA 1 Oven Oven is Electric or No Oven Exists EVI Oven Range Hood Vented to Outside Yes_ No_ Oven CO NA PPM Ambient CO(During Oven CO Testing) NA PPM lHeatin System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal ZFuel Type: N=Natural Gas P=Propane O=Oil E=Electric 3Venting Type. ` N=Natural/Atmospheric V=Natural/Atmospheric PLUS Vent Damper M=Mechanically Assisted S=Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances re fardless of Venting Type,if the exhaust vent is accessible. 4Water Heater Style. Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5Water Heater Efciency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 ]hater Name: �( ��/ ` Rater Number: 33WC-) Rater Signature: Date: Oct 01, 2018 COMMINTS TA FOUNDATION (IST) ------------------------------------- FOUNDATION (2ND) WA 1AR� ROUGH FRAMING& PLUMBING �T=Vzmr 04m wr INSULATION PER N.Y. E , s ► � � �STATE ENERGY CODE � � IaAM. . u 1CNN� FA ADDITIONAL COMMENT� �L/llfr �iIIIC�' 1 ` ZP / I �1 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 r � Survey SoutholdTown.NorthFork.net PERMIT NO. / Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application / Flood Permit Examined (� � ,20 v Single&Separate D Storm-Water Assessment Form D (,, NOV e 7 2016 Contact: Approved I� 20 Mail to: Okl 1 �e-- Disapproved a/c BUMDING DEPT. TOWN OF S4/ LD Phone�Q�k --ILe5 1/313(D Expiration ,20 B i ng ns r APPLICATION FOR BUILDING PERMIT Date—k Z —, 201 (-0 - INSTRUCTIONS 201 (-0INSTRUCTIONS 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 on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building2:F:or ations, and to admit authorized inspectors on premises and in building for necessary inspectioname,if a corporation) (Mailing address of applicant) St whether applicant is owner, lessee, agent, architect, engineer, eneral contractor, electrician,plumber or builder o, C- 0-Axn, U4 6(!�A ell Name of owner of premises 1- _ _ __ (A_s_on the_tax mlLor 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. Loc 'on of land on which proposed work will be one./� _ House Number Street Hamlet Lot County Tax Map No. 1000 Section l r Block.'I ';` f — r 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 b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work T (Description) 4. Estimated Cost r` �T4 lee' ? .C` i (TbIbe paid on filing this application) 5. If dwelling, number of dwelling units . -- Number of dwelling4ii'lf°ts on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, speeify nature and-exfent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 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? * ES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE QUIRED. 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 OF:�kj_eqj_JPL- 2 N C. k_L0D`( being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)n'oove named, (S)He is the �- Cry untractor, gent, Corporate()fficer, etc.) of said owner or owners, and is duly authorized to perform or hove performed the said work and to make and file this application; that all statements contained in th-s application are true to the b=;t of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therew'hh• Sworn to before me this A I day of 1V � 201 lO . �i BETSY A.PERKIRS Public,State a#Ak ►York of I y p,.bl c ry No.01 PE6130636 ` Signature of Applicant Qualified in Suffolk Coup Commission Expires July 18 ` 1 v \ .c�c tt A. Russell s-°Su�� S`7C'�O�]E�l��IMA\T)E]R, SUPERVISOR to I��4A NA(G 1EI��41EN`]F SOUTHOLRoad 53695 Maui ad-OSOU O D,NEW YORK 9 311971 w �o �- Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET NO V 1 U 2016 ( TO BE COMPLETED BY THE PPLICANT ) = - --- - - -- --- - -- - - - - - DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes NO (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or strippingof land which affects more oe than 5,000 square feet,of ground surface. ❑ B. Excavation or filling involving more tt.an 200 cubic yards of material within any parcel or any contiguous a a. ❑[,�'C. Site preparation on slopes which exceeh 10 feet vertical rise to 100 feet of horizontal distance. ❑[9 D. Site preparation within 100 feet of wel lands, beach, bluff or coastal erosion hazard area. Elff E. Site preparation within the one-hundr d-year floodplain as depicted on FIRM Map of any watercourse. FA❑ F. Installation of new or resurfaced impel vious surfaces of 1,000 square feet or more, unless prior approval of Stormwater Management Control Plan was received by the Towl and the proposal includes in-kind replacement of impervious surd aces. If you answered NO to all of the questions above, STOP! Complete t,ie Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! I 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 yo r Building Permit Application. APPLICANT- (Property Owner,Design Professional,Agent Contractor,Other) S C T M #= 1000 Date: 0 District ]�� NAME: � �-'—J--�— Sect on Block Lot 1.03, BUILDING DEPARTMENT 1..-Z.[ O\L Contact Information. r _ ,7=Igrlgn.�wnlxr y— ' Reviewe By- - — — — — — — — — — — — — — a — — — f Date- Property Address /Location of Construction Work — — — — — — — — — — — - — — — — — �e i pproved for processing Building Permit. S ormwater Management Control Plan Not Required IJS ormwater i:iariagcnient Control Plan i�,Required. (ForwardI to Engineering Department for Review-) FORM SMCP-TOS M A Y 2014 fl f I , APPLICANT v e: (Pioperry Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #' 1—�6�� OS Q/r CHAPTER 236 A - 3 �a `� Stormwater Management Control Plan CHECK LIST, NAME Cao f-f Section Block Lot �' z S M C P -Plan Requirements: Provide ONE co of the Building Permit Application. o q Py g PP (a- 3 Date: iso * The applicant must provide a Complete Explanation and/or Reason for not providing T n * all Information that has been Required by the following Checklist! I. A Site Plan drawn to bcale Not Less that 60' to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Herel brow all of the following items• YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries �00 b. 'Total Site Acreage. 000 c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e, Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) stabilization & g. Location of all existing & proposed structures, roads, ' driveways, sidewalks, drainage improvements &utilities, 000 h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. 00 j. Location of proposed Soil Stockpile Area(s), O00 k. Location-of proposed Construction Entrance/Staging Area(s). O00URAINAuzih IMPLLTIONS ARE REQUIRED I. Location of proposed concrete washout area(s). Contact TOS Engineering at 765-1560 be ore 2, Stormwater Management Control Plan must include Calculations showing that the drainage has been installed to Code. that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 00� rainfall /storm event. 3 Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erobion & Sediment Controlb. b Construction Entrance & Site Access. c. Inlet DI alnage Structures (e,g catch basins,trench drains,etc.) MPH d Leach ing Structures (e g infiltration basins,swales,etc.) I OR i tii,l l,l:It : '(,, DLPAR, ,�T USC ONLY BU LDINGDFPT. Additional Information is Requi WN OF 5® ®LD Reviewed & I Stormwater Management Controfillan is Not Complete. Approved By. - — — — — — — — — — — — — — — — — — — — — — — — - 1 Stormwater Management Control Plan is Complete. Date- 1 l- /0- 1 I SMCP has been approved by the Engineering Department. FORM # SWCP Check List - TOS MAY 2014 ��`ypF Sl1�ry�! o Town Hall Annex J T r 54375 Maims load _.. � • , P.O.Box 1179 G Q rb enrich n ,u n Southold,NY 11971-0959 c� JUL 8 2016 B€MDWG DEPARTMENT BUILDING DEPT. TOWN OF SOUTHOLD TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 7 Company Name: 4; Name: 0,4 fZ/?/E L( License No.: S-79 Address: , a . 17RO l Phone No.: . JOBSITE WFORMATION: (*Indicates required information) � *Name: yA Lia L OM *Address: _ Q(o S w A 0-1>S " 4,'q ev Q5 OfIfJ94.111'9S-7 *Cross Street: `Cogn *Phone,No.: -9199 Permit No.: 07 Tax-Map District - 1000 Section: Blodc Lot: *BRIEF DESCRIPTION OF WORK{Please Print Clearly) -eA M� D h(" /� ���� G.�1�!-t ; (Please Circle All That Apply) 'V Is job ready for inspection: YES NO Rough in Fnal /r'/ *Do-you need a Temp Certificate: NO Temp,Information-(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350O 400 Other �. *New Service: Re-connect Underground Number of Meters/Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION �ID 824�equest for Inspection Form I J 7 1"t INT LbiNd'YEEPAk At WW',0PSOUTT bLlj'­.L ; HdIVAnribx4A4375-Madfi,hoa&t.P.O. T 90 Date en Certificate t. -Numbet of M6t si, 9 44? Size_, `L. Ph,--� , -dO ` S ,. A, *.Overhead. -'Urider d g!gyn 6& ,Chanq,ofS&v;' "L -Re" -nnE_ =BlewTE&vig at S; % 64 efee6n �160meritiioil fil6v ithjheTbWn;jf 8dUthold,o'n"cppiicantioidai igg, ,_,Fiatth§ 6statio -isc6ftplete"t elovOwi ,coodOct grvige" ipment. e H' d This vyvqe-hn ic MIS', d4or 6oypf date:"IV AuthnrizPrthy, 01 Z,� aT op Town Hai Annex 54375 Main Road - Telephone(631)765.1802 P.O.Box 1179 roaenrichett(i own so�i ttfi0� nV uS Southold,NY 11971-0959 -- �O I BUII�DING DEPARTMENT TOWN OF SOUTHOLD i I. APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Date: j a Company Name: G;' -9 Name: 17G c)P�2 r2t E L L. License No.: Address: • U �o,�c �;�� C'o ��-�L:o c� /V�`' � /Q7o 41 Phone No.: t JOBSITE INFORMATION: (*Indicates required information) � *Name: ®/� '-/,q A 1 I *Address: S �� _ *Cross Street: -r J f *Phone No.: IS'y9 Permit No.: Tax Map District: 1000Section- ---_ . ._ r� Block:— `� Lot: 01,E - l • *BRIEF DESCRIPTION OF WORK(Please Print Clearly) I (Please-Circle All That Apply) Is job ready for inspection: - YES Final NO Rough In � *Do-you need a Temp Certificate: YES 16NO Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Seniice: Re-connect Underground Number of Meters Change of Service v/ Additional Information: PAYMENT DUE WITH APPLICATIO D r 5, 2 2017 82-Request for rnspecOon Form �'Q C,�►O� TO-VTN OF 5O'UrHOLD 1� �� Ir1 SPEED MESSAGE TO FROM Law Office Of Patricia C. Moore — 51020 Main Road, Southold 631.765.4330 _ r 't r t $UIiJECT ... _. ..� . ...... ...... . DATE lea cs V/1 Qr6 CW itIl r 9 m Q N C. t O N " 9 m m n N N N d ' C O a `3 SIGNED R�M��yF�MMM WHITE-ORIGINAL - CANARY-DUPLICATE 44-900•Duplicate•250 Sets I�GI�IrVId_�® Pontino, Susan From: Pontino, Susan Sent: Friday, November 16, 2018 9:04 AM To: 'Seifert Construction' Subject: Yahalom We still need several things on this one— VF&R Placard ct 'c C i n) Spray Foam Insulation Certification from a.Design Professional Solder Certificate Energy Efficiency Certificate Final Board of Health �(�, Any questions, let me know! Happy Friday! Susan Pontino Clerk/Typist Southold Town Building Department i Bunch, Connie From: Seifert Construction <seifertbuilders@gmail.com> Sent: Monday,April 29, 2019 10:12 AM To: Bunch, Connie Subject: Yahalom (Permit#41222) Good Morning Connie, I am trying to get all the information together that I need in order to get the CO for the Yahalom project. Can you please let me know what I still need? Thanks, Caroline ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i Bunch, Connie From: Bunch, Connie Sent: Sunday, May 05, 2019 10:58 AM To: 'Seifert Construction' Subject: Yahalom Here is what is needed for Yahalom BP 41222 965 Edwards Lane, Orient— X & R Placard er Door test results insulation certification from a design professional r r ertificate �ergy efficiency certificate Final board of health. Have a great day. Connie 1 SURVEY OF PROPERTY AT ORIENT TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-18-03-20 SCALE: 1'=50' OCTOBER 15, 2015 FEB. 16. 2016 (B.O.H.) L.Yaccarino 10-15-15 qcr � O ie 4g t; vQ i � + ZJ bp IVN �pt�,�,i top Gk �' 6 Q ok 4's 4% /' Gt►F \ IS a Q /' \xC g \ 10 5� 2a �h� �� \ / 32 a65�3 g6 G \ \ CP CL to a topo \ (tel g l' 1K SUFFOLK COUNTY DEPARTMENT OF HEALTH{i .�iC'�y[ CES (6 BED ROOM) PROPOSED SEPTIC SYSTEM \ / \ E � PERMIT FOR APPPOVAL OF CONSTRUCTION FOR A ' '� Excavation�� t, � �` 'PF Require srrlcLE FAt31LY RESIDENCE ONLY 1-1500 GAL. SEPTIC TANK 8'0 5' LIQUID DEPTH �`.\ For Benita (+ � 1—L.P. 80 X 16' DEEP WITH SAND COLLAR By Health � A.f�r�� APR 2 5 2016 3 ABOVE GROUND WATERDepartmentDATE P� .. .... APPROvED O RAIN RUNOFF CONTAINMENT «,� \ _ _�• " - �- --�--_ FOR MAX, r.s --()— HOUSE )HOUSE WITH AUX. STRUCTURE ------------" EXPIRES Ti-•iYEARS FROM DATE OFAPrROVAL 3837 sq.ft. -- 3837 x 1 x 0.17 = 652 cu.f.t 652/42.2 = 16 VF oy PROVIDE (4] DWS 80 x 4' DEEP DRIVEWAY 561 cu.ft. 561/42.2 = 13 VF PROVIDE [2] DWS 8' DEEP OR EQUAL rfo + 04 Can '9� -5700 Ofd`Oi�cP 48 + fa/0 f,�l, ,� y 1'j7L To �Ch� tlE���'lours I17,41d,'-rldcr" TREE LEGEND D7t'Ci~IOD( �`'nCO, (1) MAPLE Q1 ®e _ (2) CEDAR SEPTIC SYSTEM CROSS SECTION MT E,3T DOE DAT A ® _ (3) WILD CHERRY 8114/15 PROPOSED HOUSE FINISH GRADE ®� _ (4) RUSSIAN OLIVE BUSH KEY IN. EL.39' FFLR. BROWN LOAM OL = U77UTY POLE N. F ---- 0.5' = (5) TREE (TYPICAL) ®_ W� EL. ST PALE BROWN SANDY SILT ML = TEST HOLE ® _ (6) EVERGREENS ■ = MONUMENT 00000 0000 �--•w_. 3' SAND 00 3' SAND PALE BROWN SILTY SAND SM ELEVATIONS ARE REFRENCED AND CONTOUR LINES TO N.A.V.D. *88 COLLAR COLLAR 8 ---- 350I I AM FAM/LIAR WITH THE STANDARDS FOR APPROVAL ' CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL AND 6 SAND SW BROWN FINE TO COARSE SAND SW SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDEY f f �4a 8'0 r _ BY THE CONDITIONS SET FORTH THEREIN AND ON THE ---- PERMIT TO CONSTRUCT. SAND �' Dig down 8' dia. to sand (SW). �'''s, -�.4c>;," ,o°,�C LIC. N0. 49618 Remove material and WATER /N BROWN FINE TO COARSE SAND SW TOTAL PECONl ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION back fill withsand (SW). ---- EL.1'± (63t)— 65-561:0 FAX P.C. OF SECTION 72090E THE NEW YORK STATE EDUCATION LAW. SAND AREA-100,845 SQ. FT. of 2.3151 Acre8 (6,�f) 765- 620 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER7IFICA77ONS NOTE. WATER ENCOUNTERED 38' BELOW SURFACE P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 1230 TRAVELER STREET 15-1n 8 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR SOU77-IOLD, N.Y. 11971 WHOSE SIGNATURE APPEARS HEREON. u r tr SCDHS REF# R10-16-0030 SURVEY OF PROPERTY SEPTIC SYSTEM CROSS SECTION AT ORIENT PROPOSED HOUSE , TOWN OF SOUTHOLD FIN. FLR. FINISH GRADE ops EL.39' EL.38' O ,� ; 9y SUFFOLK COUNTY, 'x�• O,i 1000-18-03-20 ST T - \, ', F J0d E �� SCALE: 1 —50 - - \ I 2 6 y Q OCTOBER 15, 2015 3' SAND ' D®® 3' SAND DI�J5Q��5�\ 10. \�� FEB. 16. 2016 (B.O.H.) COLLAR D® A COLLAR \�I�5 SQA J, SEPT. 7. 2016 (PROP. HOUSE) 8' 09 a�zo e"o SEPT "�V% NOV. 2. 2016 (PROP. HOUSE) GP Q��� �V 38 �y9 �� \o ''� NOV. 17. 2016 (SEPTIC REVISIONS) 6 SAND SW i CO�(, �� / L 8' �J \ �� / \J AY 1 \ rL ________ iso.o' i _ Dig down 8' dia. to sand (SW).� i SAM 1 i � _ 36 �`� O 6, ° Remove material and ----- y EL.1' back fill withsand (SW). i SAND SW C� 38\x-. s D D / 9 yP ® 0`'�0 ' o � .o ,y�°j' O �/ O \ � 4 �t'0 � J�J� � PROPOSED SEPTIC SYSTEM Jas �` '���`� (UP TO 6 BED ROOM) ,QR�� /ti /ego% '�ti� i \:soo y� F Qd� DEC 1 2 2 0, 5 s( > [1] 1500 GALLON PRECAST SEPTIC TANK 8'0 ' I��TILDINGDEI"T. [1) 8 0 x 16 FT. DEEP PRECAST CONCRETE LEACHING POOL BACKFlLL WITH 3' SAND COLLAR, 2' ABOVE GROUND WATER PTOWN OF SOUTHOLD 'Al i RAIN RUNOFF CONTAINMENT / \�� � �G� �� ' � o ``/ ay DWELLING = 5500 sq.ft. / ASOf CY 5500 x 1 x 0.17 = 935 cu.ft. / ----rt-X It DRIVEWAY PERVIOUS = 3200 sq.ft. / 3200 x 0.8 x 0.17 = 435 cu.ft. I�I �\� \•(� �� Q�` i i ��t��'�v TOTAL = 1370 cu.ft. v CPQ` 5� 1370/42.2 = 32.5 VF `, ��� ��cr� `RF3 32 N6g3 g6 PROVIDE (4) DRYWELLS 8'0 X 8' DEEP GO\'\. / \ U �� OR EQUAL �\ o I �QO 0 3 .moo a, topo It TREE LEGEND F 5 1 _ 8 �" �Lcrs£'d Phm Approved DEC 0 s zo o 2 Vtlat'i'a41-" M'U8% / 2 \ Suffoflk CountV Dept. OffnMP f CtE'cB eche i' \ �, ,-- APR 2 5 2019 (1) MAPLE ���;,�( •\ y'� E��ir� I Call 852-5700, 48 NOurs,Kj Advance, `h TO Schedul- ins,pI5�tionls). O\ — ri _ (2) CEDAR k. %' \ SUFFOLK COUNTY DEPAF2"iHENT OF HrALTH SERVICES _ (3) WILD CHERRY / �� g° ! OP A¢qa PERP'I4T FOR APPROVAL OF CONSTRUCTIONFOR _ (4) RUSSIAN OLIVE BUSH KEY \��\ ;/ \'\ SINGLE rArIILY i;CSID=NCC ONLY ® TEST HOLE DATA • = UTILITY POLE McDONALD GEOSCIENCE �\ ' I �P R� �pR Z a G U _ (5) TREE (TYPICAL) ®= WELL 8/14/15 ; P� �,P DATE ' Ef: . Prt=. SIO. A) '�(/,- o07"�� ® ' \ ®= TEST HOLE EL.39.0' = 6 EVERGREENS BROWN LOAM OL i \� ( ) ■ = MONUMENT ---__ p5• EL'Dr0^r•IS ® PALE BROWN SANDY SILT ML ZT`� � l 4r �{ ' � _ EXPIRE'S T;-�T�e YE:A€S FR01A, DAT E Or/�'PPP,OVAL .� ----- 3' �� ��- ---------------- --- ' `�r�.`r-rte>� •,.,i.. ELEVATIONS ARE REFRENCED AND CONTOUR LINES TO N.A.V.D. +88 ' PALE BROWN SILTY SAND SM I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL a AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL ___-_ 35' �+ Requiri Ed SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE �� �.r cam-,6 1 t l Dy S rr BY THE COND177ONS SET FOR7H THEREIN AND ON THE BROWN RNE TO COARSE SAND Sw DY ! �.'tem PERMIT TO CONSTRUCT. EL I, + _____ 38' Lk0 71 Ypi 11 Ab k �� WATER IN BROWN RNE TO COARSE SAND SW `w LA, 1 N. Y S. LIC. NO. 49618 ANY ALTERATION OR ADDIT70N TO THIS SURVEY IS A VIOLATION ' "" PECONIC SURVEYORS, P.C. OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. NOTE. WATER ENCOUNTERED 38'BELOW SURFACE TOTAL (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS 45 � Or 23151 Acres P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF AREA-100SQ. . . SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 15-189 i I i I i I SEP Tl C SYSTEM CROSS SECTION SURVEY OF PROPERTY PROPOSED HOUSE AT ORIENT ,/� �a:b6 FIN, LR' FINISH GRADE �+ ,,b�'1 TOWN OF SOUTHOLD EL.38' O CCU SUFFOLK COUNTY N. Y. S T 1000 18-03-20 ------ \,jdo �2 �Q e; SCALE. 1'=50' 3' SAND 9®® 3' SAND \ OCTOBER 15, 2015 COLLAR i COLLAR QI JSP� �\ s� �\\ �k�6 � �2 FEB. 16. 2016 LL ���5 5Q� o.� (B.O.H.) 8' ; �,z;� ,� \� 5J \C\o�) sem,, �� SEPT. 7. 2016 (PROP. HOUSE) 6 SAND SW GP� Q� 38 ,fig$ NOV 2. 2016 (PROP. HOUSE) L 8'� \`�oos NOV. 9. 2016 (STAKES) -'-� AY rL FEBRUARY 21, 2017 •(FOUNDA 77ON LOCA 770N) Dig down 8' dia. to sand (SW). SAND i 0------------------150.o___-_ \ �( d�*, -9 Remove material and SM �y 3g --i 0 \- A J�Ja� �.1. "",�, C''� r------� EL.1, vim" � � O 6 O Qom" 2 i back fill withsand (SW). i SAND i S W LJ repo o./ 3r. \ 600 \ 0 C T ; 8 17 PRP 32 �y �° o� \� �a �sry9. , �• 38 TOWN of SOUTHOLD PROPOSED SEPTIC SYSTEM y (4 BED ROOM) / � 38�,� o10 [1] 1000 GALLON PRECAST SEP77C TANK 810 ?' LIQUID DEPTH \ �s � �� SOo" [11 8 FT: D/A.x 12 FT: DEEP PRECAST CONCRETE LEACHING POOL BACKFILL WITH 3' SAND COLLAR, 2' ABOVE GROUND WATER te 3°_ a• /� y�'- � `\ \ / / 2� �\ � � � $g• as RAIN RUNOFF CONTAINMENT DWELL/NG = 5500 sq.ft. �� �J��O% pR`' 5500 x 1 x 0.17 = 935 cu.ft. /' z� 2 2 0 ! DRIVEWAY PERVIOUS = 3200 sq.ft. / ��• l r�`�•10. 4 o / 3200 x 0.8 x 0.17 = 435 cuff. / �Io��FV TOTAL — 1370 cu.ft. „ 1370/42.2 = 32.5 VF FrOQ� � 2a lily � \\ \\ / / 32 �g3 06 E DE4) DRYWELLS 810 X 8 DEEP OR EQUAL GQ\.\' \ U N65g3 9 tape TREE LEGEND 1 — (1) MAPLE / /" •� 2 _ (2) CEDAR C ' 3 � _ (3) WILD CHERRY Ap-11, /Ail 4 _ (4) RUSSIAN OLIVE BUSH KEY • = unLlT Y POLE TEST HOLE DATA McDONALD GEOSCIENCE 5 _ (5) TREE (TYPICAL) ®= WELL 8/14/15 I ®= 7EST HOLE EL.39.0' \,\P' P _ (6) EVERGREENS ■ = MONUMENT BROWN LOAM OL \,\5 6 ----- 0.5' PALE BROWN SANDY SILT ML ELEVA nONS ARE REFRENCED AND CONTOUR LINES TO N.A.VD. *88 • ,,.w-.., . PALE BROWN SILTY SANG SM r. ,�, t,- C ter, I AM FAMILIAR WITH THE STANDARDS FOR APPROVALt- G. , AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL ____ QQJ~' •K, 35' `y SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE BROWN FINE TO COARSE SAND SW BY THE CONDInONS SET FORTH ]HEREIN AND ON THE PERMIT TO CONSTRUCT. 38. _ E' WATER IN BROWN RINE TO COARSE SAND SW `/ –� �ZI ANY ALTERA77ON OR ADDI77ON TO THIS SURVEY/S A VIOLA77ON N.YS, LIC. NO. 49618 OF SEC nON 72090E THE NEW YORK STATE EDUCA nON LAW. TOTAL tJ�l �9- 020 MORS, P.C. EXCEPT AS PER SEC770N 7209—SUBDIVISION 2. ALL CER77nCA nONS NOTE WATER ENCOUNTERED 38'BELOW SURFACE (6 6FAX P.C. 765-1797 HEREON ARE VALID FOR THIS MAP AND COP/ES THEREOF ONLY IF AREA-100,M aSQ, FI. Or 2.3151 Acres (o. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 15-189 i SCDHS REF# R10-16-0030 "� SURVEY OF PROPERTY - DA T ORIENT � D�IC D TOWN OF SO UT 0 H LD MAY - 7 2013 SUFFOLK COUNTY, 1000-18-03-20 `tet TO�v�r OF souljff� ,W SCALE: 1'=50' 0", �€ OCTOBER 15, 2015 . FE.COR. 4J o's-w c�F Je°� �'�� FEB. 16. 2016 (B.O.H.) SEPT. Z 2016 (PROP. HOUSE) MSR NOV 2. 2016 (PROP. HOUSE) �a NOV. 9. 2016 (STAKES) ���� FEBRUARY 21, 2017 (FOUNDA77ON LOCA 770N) GP� JANUARY 8, 2019 (FINAL) METAL S �O �� O DTUBULAR EER STOP 150.G' APRON \ d 9 W FE.COR. O Each of e\' ! o 0- SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES u/(, cT �F� ,� APPROVAL OF CONSTRUCTED WORKS FOR PROPANE ® �4\ " �j/� p ey ryAQ11SINGLE FAMILY RESIDENCE � TANK �p �OF r� �O ��0 L 2 LU i� BBQ A Dated H.S.Ref.No. 0 -16- 0030 LP GRAVEL \ � � The sewage disposal and+mater supply facilities at this location have been ,alf, GARBAGE F Inspected and/or certified by this Departmen or other agencies and found 10 8877 LOCATION 0 ENCLOSURE 'B' �'� tS ��, � .A. .B. n�g OUT sr ` be sa9,factory FOR A MAXih1UM t � — BEDROOMS. ` Y v SHOWER STONE PAVERS d `�O. � 1 G, �o \ 81 37' S0' QUIP. SLAB R/O y 6 �o� GRASS PANEL STONE s �0GF 6`'o GRAVEL S. Craig �.tl@ Cry P.E. Chief LP 60' 70' POOL FlLTER PATIO �p ANKGGp �, ,y0 g pp Pool HEATER tiF 0 ��ylS�G 6 .y5� A ,tic �`�� f• e p ement WELL LOCATION 9�O y1 �'�E y'1 STONE PAVERS 3yti QaE 'X .B• F GRAVEL 145' 157.5' +/+ \+�'q 1k. j CO \ �- e\ FE,COR. +/+��QP \ A PATIO PATIO v , QOp�S +/+ 9�0 �k9 90 0� 5 TEST HOLE DATA /- 1.3's <+\ �9. /+/ © �� ' PANAC EL McDONALD GEOSCIENCE + s. + C� (TYP.) 8/14/15 �- \+ /+� O "'"'�•. + /` GENERATOR 01 T�� $ 0 �. EL.39.0' yc�' +�+/ D© CONC.PAD �s �aE "IQ.00 C BROWN LOAM OL --- a5' ro PALE BROWN SANDY SILT ML j0; ti WELL/ __. 3• FlSH POND ! 4; STONE �..Y .. j PALE BROWN SILTY SAND SM �F SPILLWAY01 35' `O�P 5r` �F 53 pOH E / BROWN FINE 7D COARSE SAND SW ,f FISH t_ 38• OA 3.5' X 5.5' POND EL.I' +_ ---- GPUMP HSE. WATER IN BROWN RNE 70 COARSE SAND SW 0I NOTE WATER ENCOUNTERED 38 BELOW SURFACEo �- P i topo KEY i FE.'E CO 25� Q = REBAR i ® = WELL ® = STAKE i \ O = TEST HOLE % \ ® = PIPE `\� cPe\� Nil, ® = MONUMENT = WETLAND FLAG cQ, = U77LITY POLE -OF PdEt^vr ELEVA77ONS ARE REFRENCED AND CONTOUR LINES TO N.A.V.D. 88 Q (:, I AM FAMILIAR IM7H THE STANDARDS FOR APPROVAL AND CONS7RUC770N OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE BY THE COND177ONS SET FORTH 7HEREIN AND ON THE PERMIT TO CONSTRUCT. O° "' `:• .�, •'"/�Y.S. LIC. N0. 49618 ANY AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF PECON[GF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS TOTAL SURVEYORS, P.C, PER SEC77ON 7209—SUBDIVISION 2. ALL CER70CA77ONS HEREON (631) 765=5020 FAX (631) 765-1797 ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP AREA-100,845 80. FT. Or 2.3151 Acres P.O. BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE 1230 7RA VELER STREET SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 15-189 GENERAL N TE O S ! 1. THE STRUCTURAL PLANS, TO THE BEST OF OUR KNOWLEDGE, COMPLY WITH THE APPLICABLE PROPERTY INFORMATION ABBREVIATIONS I KEY TREE LEGEND WELL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE AND THE 2016 UNIFORM ! ! I 965 EDWARDS LANE, ORIENT, NEW YORK 11057 A.C.T. ACOUSTICAL CEILING TILE MIN. MINIMUM i o =UTILITY POLE � I SUPPLEMENT CODES. SCTM NO. 1000-18-03-20 A.F.F. ABOVE FINISHED FLOOR MTD MOUNTED IWELL =(1)MAPLE (3)WILD =(5)TREE y I 2. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE 2015 INTERNATIONAL LOT AREA= 100,845 S.F. OR 2.315 AC. BET BETWEEN MTL METAL 1 � _ (TYPICAL) O I RESIDENTIAL CODE AND THE 2016 UNIFORM SUPPLEMENT CODES AND ALL APPLICABLE FEDERAL CLEARING LIMITATIONS: THE UNDISTURBED PORTION OF THE SITE BLDG. BUILDING MW MICROWAVE I =TEST HOLE I CODES, STANDARDS, REGULATIONS, AND LAWS. SHALL BE MAINTAINED AS A NON DISTURBANCE BUFFER. C.H. CEILING HEIGHT N.T.S. NOT TO SCALE II ® =(4)RUSSIAN �°°vvrl'A ZONING DESIGNATION: C.J. CONTROL JOINT N.I.C. NOT IN CONTRACT =MONUMENT � =(2)CEDAR z S OLIVE BUSH =(6)EVERGREENS SEPTIC &LP �z I I 3. WORK NOT INDICATED ON PART OF THE DRAWINGS BUT REASONABLE IMPLIED TO BE SIMILAR TO LOT COVERAGE CALCULATIONS CLG. CEILING OP'NG OPENING __�_______ I ter✓ M� 34 36 38 , 40, �/ ,, �� i 4. IF ANY CHTHAT OSE O CONFWN AT LICT CTB BETWEEN THE NOTES ESPONDING PLACES LAND DETAILS,L BE DTHE MOST RIGID REQUIREMENTS CMU CONCRETE MASONRY UNIT PL. LAM. PLASTIC LAMINATE \ I ! SHALL GOVERN. CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT STRUCTURES ALLOWABLE SF PROPOSED SF COL COLUMN PLYWD PLYWOOD 3 I v, 42 WRITTEN APPROVAL OF THE ARCHITECT. BUILDING COVERAGE 20,169 (20%) 4,270 (4.23%) CONC CONCRETE PTD PAINTED 2 0 "t EDGE OF LAWN +'' \ I j 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND COORDINATE WITH DECKS 2,414 (2.39%) C.T. CERAMIC TILE R.C. REINFORCED CONCRETE N52 28 00 E �, ���� 398.48 ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER CONSULTANTS, PROJECT SHOP DRAWINGS • �������� � �� AND FIELD CONDITIONS. DRIVEWAY 3,609 (3.58%) DET. DETAILS MAX. REFRIGERATOR - EXTERIOR STAIRWAY 183 (0.18%) DWGS DRAWINGS REQ'D REQUIRED CMF • ` No `CMF UTILITY ! 6. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES, AND UTILITIES LINES FROM POOL 720 (0.71%) DAN DISHWASHER SECT SECTION ��`^^ '^ 0 LOCATION OF ELECT. `., POLE I ALL DAMAGE. ELEV. ELEVATOR SHT MTL SHEET METAL _ _ _ , _ - - - 11_ - METER"H"FRAME o ,-O I 7. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. BUILDING ENVELOPE m ! 8. THIS RECORD ENGINEER PERMITS ONE BUILDING PERMIT AND ONE STRUCTURE TO BE BUILT WITH TOTAL LOT COVERAGE 50,422.5 (50%) 11,196 (11.1%�) ENCL ENCLOSURE SIM SIMILAR _ EX'G EXISTING SPECS SPECIFICATIONS m 1\ i N THIS SET OF DOCUMENTS AND SHALL NOT BE RESPONSIBLE FOR ADDITIONAL STRUCTURES BUILT FLOOR AREAS: PROPOSED SF GALV GALVANIZED STL STEEL I -iN („ 42 i USING THESE DOCUMENTS. TOTAL GROSS FLOOR AREA 4,270 (4.23%) GL. GLASS S.M. STAINLESS STEEL `? I m 1 9. THE ENGINEER SHALL BE NOTIFIED OF ALL CHANGES TO THE DESIGN AND SHALL NOT BE GWB. GYPSUM WALL BOARD REF. TRASH RECEPTACLE z W I SUMAC GROVE � � O ! RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION, GL. HEIGHT TYR TYPICAL W c IRRIGATION WELL N/O/F r- < > { ...o 10.ALL LABOR, MATERIALS AND CONSTRUCTION SHALL COMPLY AND CONFORM WITH ALL RULES, H.M. HOLLOW METAL U.O.N. UNLESS OTHERWISE NOTED �1 „. DEBORAH o g 38'-10" o REGULATIONS, CODES AND ORDINANCES OF ALL FEDERAL STATE AND LOCAL AUTHORITIES HAVING BUILDING HEIGHT CALCULATIONS ICE ICEMAKER V.C.T. VINYL COMPOSITION TILE FLYNN I •• ,� DD W p j JURISDICTION OVER THE WORK, INCLUDING THE OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA). OUTDOOR ® c ) INFO. INFORMATION V.I.F. VERITY IN FIELD AND m NEW 4'-0" HIGH N D i O Z 0"Di.. ,SHOWER DW r p ! IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND ALL TRADES TO ENSURE STRICT COMPLIANCE MAXIMUM BUILDING HEIGHT= 35'-0" LCC LEAD COATED COPPER WD WOOD COLLEEN < I -� POOL FENCE I / 1 WITH ANY REGULATIONS AND/OR RESTRICTIONS OUTLINED WITHIN ANY SPECIAL PERMITS. PROPOSED BUILDING HEIGHT = 19'-4" - - - . . SMITH m z i MAX. MAXIMUM C r {' G7 «� i 11.WALL SHEATHING MUST EXTEND TO TOP OF WALL PLATTE AND BE NAILED OFF ON BOTH PLATES, ALL G O I -� .. j, m - z I STUDS, SILLS, SHOES AND BAND JOISTS ACCORDING TO 2015 INTERNATIONAL RESIDENTIAL CODE DRAWING LIST ! 150' + C PO %�j/ - PROPOSED < .,., , m 3 50.0' -�-� AND THE 2016 UNIFORM SUPPLEMENT CODES. GABLE ROOFS SHALL BE STABILIZED BY INSTALLING ,�, f, SEPTIC SYSTEM rI 2X4 BLOCKING ON 2 FOOT CENTERS BETWEEN RAFTERS AT EACH END GABLE FOR A DISTANCE OF A00 SITE PLAN, NOTES, DRAWING LIST, A06 BASEMENT POWER PLAN A13 BUILDING SECTIONS S01 BASEMENT STRUCTURAL I /"�;� p PER SURVEY O ao ' �. 133'-6" m ENERGY NOTES, PLMB RISR DIA. A07 FIRST FLOOR POWER PLAN A14 BUILDING SECTIONS S02 FIRST FLOOR STRUCTURAL `, �° COVERED 8 FEET TOWARD THE BUILDING. A01 BASEMENT PLAN A08 BUILDING ELEVATIONS A15 WINDOW& DOOR S03 TYPICAL STRUCTURAL DETAILS WELL \ PORCH , ° r UTILITY 1 12.ALL PLUMBING IS TO COMPLY WITH THE LATEST EDITION OF THE INTERNATIONAL PLUMBING CODE A02 FIRST FLOOR PLAN A09 BUILDING ELEVATIONS SCHEDULES SO4 TYPICAL STRUCTURAL DETAILS & • ' POLE I AND THE 2016 UNIFORM SUPPLEMENT CODES. 6"°i NEW 4'-0" GATE w/SELF /' 0 I 13.ALL ELECTRIC WORK IS TO COMPLY WITH NEW YORK BOARD OF FIRE UNDERWRITERS , A03 ROOF PLAN A10 BUILDING SECTIONS SEPTIC CLOSING HARDWARE- %/i ' LP - I � , �"jr/ �/"" � U REQUIREMENTS ELECTRICAL CONTRACTOR SHALL FURNISH AN UNDERWRITERS CERTIFICATE TO A04 BASEMENT RCP A11 BUILDING SECTIONS `,CLEAR 2$ LATCH HARDWARE \ @ /. . n ST ` 'n THE OWNER. 48' ABOVE GROUND /;//, �; �. /' 10 0 MIN. A05 FIRST FLOOR RCP Al2 BUILDING SECTIONS ' �;;"i, ;//: "r G7 14.PROVIDE HARD WIRED AND INTERCONNECTED SMOKE DETECTORS AS PER 2015 INTERNATIONAL TRUSS I'!.ACAFi :,+��: t(EQL►! $U® - �Cjq[- -E RESIDENTIAL CODE AND THE 2016 UNIFORM SUPPLEMENT CODES „8 ;,i �� O 15.DO NOT SCALE DRAWINGS REFER TO WRITTEN DIMENSIONS CONTRACTOR TO VERIFY ALL EXISTING INSPECTION RE�t��REfJ -u O %j% �"" i � CONDITIONS AND DIMENSIONS IN THE FIELD AND NOTIFY OWNER OF ANY DEVIATIONS OR ANY O < /PRO OS D­ -n REch®Ick Software Version 4.6.2 II , D1 i m'i/ - - MAPLE C DIFFICULTIES IN THE LAYOUT. 0 ;;" HOUSE ! m ,z m j „ it",, , 60.0' - m D I- 16.THE INSTALLATION OF ALL PRODUCTS SHALL BE NEW AND SHALL MEET ALL MANUFACTURER'S DII p 0 j Compliance Certificate ��� � p � OTImD COMPLY WITH ALL CODES OF % ' gag% ' TEST SPECIFCATIONS. 75.0' , RS�ee, ;/�/ ,i/ /% ;h" HOLE 0O 17.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND BREAKING, COLLAPSE, i �v NEW YORK STATE & TOWN CODEOS S�oPt; �., �/��// DISTORTION AND MISALIGNMENT ACCORDING TO ALL CODES, PROTECTING ALL WORK DURING DATE: B.F ". // �Bl _ PROPOSED WELL Qo j j "; / DEMOLITION AND CONSTRUCTION AGAINST STANDARDS AND GOOD PRACTICE. AS REQUIRED AND CONDITIONS fv Ro /i DO NOi° f"�OCEFD'�l FEE:�' e /}" 18.THE ENGINEER OF RECORD HAS NOT BEEN RETAINED FOR ONSITE INSPECTIONS AND i"RRI'.'11^er I�__^!TIi S'JFi NOTIFY BUI DINQ D: . RT�!ENT AT 111�L 1 ,rI�L \� i. ) 4 Project RESPONSIBLE FOR SUPERVISION, INSPECTION, R OFF 1'-3N LOCF -N 765-1802 8 M TO -',i FOR THE • «" /� � I LAWN ,\ ,pop �/ "; COORDINATION ENGINEER OF RECORD IS NOT RESPO I N O ,,-, u NNING BUARI�j LAWN Energy Code: Z 1 IE HAS�LGi� A •PROVE _� FOLLOV'JING INSPECTh �' I �• AREAWAY' �%; 133'-4" _ _ I ADMINISTRATION OF THIS CONSTRUCTION PROJECT. • ij, E rgy D 5 CC /,/ N 19.TOTAL HOUSE HEIGHT NO TO EXCEED 30 FEET FROM NATURAL GRADE ELEVATION. GRADE 1. FOUNDATION - TVti R": :2U!R D Il J LL ,\ Location: Suffolk County, New York , , �,1,pa� ,l - __ ___.��_-,_ I �W ,' eo�` d, Cn APPROPRIATELY TO MEET HOUSE HEIGHT RESTRICTIONS AND PREVENT DRAINAGE FROM SLOPING I , it ao \1 T m Construction Type: Slngle�amlly :._U!4ld. t: . FOR POURED CO', fir. _ V, TOWARD HOUSE. VERIFY IN FIELD ALL ELEVATIONS AND HEIGHTS. Project Type: New Constructlon `' 2. ROUGH • FRAMING & FLU'v'Eiif d^� '' fopo i o i pW .„ �, A•I_L ATE <LINE o, ._TE m m ! 20.LOCATION OF ALL STRUCTURES ON PROPERTY IS NOT THE RESPONSIBILITY OF THE DESIGN &VVAI"ER LINES Nil 3. WSULAT{ N Candltianed Floor Area: B,BS6 ft4 A, -F „�,r r I� r. co BUILDING ENVELOPE TESTING B . ORE C'.�.c:-. 11a 4. FINAL - C NSTRUCTIO�41 MUST N/O/F - - - �- - �- -� -J � w ENGINEER. ALL SETBACK LINES AND STRUCTURE LOCATIONS SHALL BE LOCATED AND STAKED BY Glazing Area 16% I v, BE COOP ETE FOR C.1'1. DAVID \ zo O 38 OTHERS. Climate Zone: 4 (5999 HDD) p ALL CONSTRUCTION Sl :!L MEET THr- OCCUPANCY Ort FISHER SCREENING / N 0 21.STRUCTURAL ELEMENTS THAT ARE UNCOVERED DURING THE COURSE OF ALTERATION AND THAT . SCREENING - ,. E , . _ THE APPLICABLE I ,�:. QUIREIViE ITS OF "`C''�r"' 'r NE�V i II \ �s b ,�� ARE FOUND TO BE UNSOUND OR DANGEROUS SHALL BE MADE TO COMPLY WITH „ k>. t.... �,. ._.u. :m g ,. ,... - ,._ USE IS UNLAWr LJ� CMF O, r8RK STAT a. NOT RESP( .,1ol_E FOR CMF m REQUIREMENTS OF THE 2015 IRC AND THE 2016 UNIFORM SUPPLEMENT CODES .119 cn Compliance: 5.5%Better Than Code Maximum UA: 915 Your UA: 865 Maximum SHGC: 0.40 YOUrSHGCI 0.21 T �` 0� x e28 0 �`<<vvl _ 22.ALL CONTRACTOR PROPOSED MATERIAL, FIXTURE, FITTING OR FINISH SUBSTITUTIONS TO BE The%better or worse Than Code Ind"reflects how close to compliance the house Is bleed an code treda.of'f rules. DESIGN OR CONSTRUC .UN ERRO . WITHOUT C E'RT(F t�O C I ^``� ` � ' E �- � � ` s g h DOES Nal pnwlda an esnmari of energy watt or cost nttattw to■minlmurnaodtt home. '✓w""" ~`""""' ~ "" `w'M "" I UTILITY PRESENTED TO ARCHITECT FOR APPROVAL BEFORE INSTALLATION. 1 S52o2H�02��W 0 OF CEDARS LINE OF 1' EVERGRE06S POLE 23.CONTRACTOR RESPONSIBLE FOR EMERGENCY WEATHER PROTECTION, STORAGE SHEDS AND OF OCCUPANCY DRAINAGE T '+ISP'�C'fl"�SS ARE l REQUIREDo 1 3 PLATFORMS FOR SUBCONTRACTORS, CLEANUP AND REMOVAL OF SUBCONTRACTORS TRASH AND Envelope Assemblies contact To. Engine rl,get765- ;ion � � 2 389.38 , _ YR r'rtrvihd ce•t i^rte+�t, s�,,i;ode. 4 Conta �� I \ 3 ' REMOVAL OF FAULTY EQUIPMENT � c 77 tt,c�l ► & I cn 24.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LIVING ROOM MILLWORK, BATH MILLWORK ' .. t SEP�\G ( .IN V 25.CONTRACTOR TO PROVIDE SAMPLES OF THE FOLLOWING FOR ARCHITECTS APPROVAL BEFORE PLUMBER CERTIFICATION R , + \ WELL-/"` CD o 1,350 19,0 7.5 0,040 44 C - ,+ INSTALLATION: STONE COUNTER TOPS, CABINET AND MILLWORK FINISHES, TILE FLOORING. � V LEAD CONTENT FFFGRE N/O/FJ N I 26.CONTRACTOR TO ALLOW FOR 6 PAINT COLORS. PAINT= 2 COATS OF BENJAMIN MOORE ON PRIMED North Wall:Wood Frame, 15 o.c. j System E(102A):Glass 144 0.410 59 BARBARA BLOOM AREA OF 27,ALL MILLWORK TO HAVE CLEAR LOW LUSTRE FINISH. CONCEAL ALL FASTENERS. SHGC:E(1 C 'TIFICATE OF OCCUPANCY ! SURFACE. System F(103A): Metal Frame with"thermal Bres k:Double Pane with Low-E 35 0,410 15 )L OF_R USED IN WATER I SEPTIC I _ I HOUSE I 28.PROVIDE & INSTALL GRAVEL & FRENCH DRAIN PIPING TO TAKE WATER FROM DOWNSPOUTS AWAY SHGC:0,21 . , ._. .",T�-�r r:�,r:�i i��rl I ! System F(105A): fetal Frame with Thermal Break:Double Pane with Low-E 36 0.410 15 ,, r AD- FROM BUILDING. SHGC:0.21 ��-�- - SITE PLAN I - - ! 29.ALL NEW GRADING TO BE SLOPED AWAY FROM BUILDING OR PIPE TO DRYWELL SCALE:1/32°=1'-0° 1, AREA OF SEPTIC-, System F(116A): Metal Frame with Thermal Break:Double Pane with Low-E 35 0.410 15 1 I i 30.ALL DOWNSPOUTS PIPED TO DRYWELLS. SHGC:0,31 31.USE GREENBOARD AT ALL WET LOCATIONS West Well:Woad Frame,160 a.c. 1,572 19,0 7.5 0.040 59 System H (1048):Glass 54 0.410 22 VENT VENT VENT VENT VENT VENT ENERGY NOTES SHGC:0,21 - ------ -- --------- ---- --------------- ------------ ---------- --------- --------- ---- ---------------- ---- ------- --- -------- --- ----- --- -------ROOF -- System N (1090):Glass 27 0.370 10 NEW FIXTURES SHGC:0.20 WITH NEW 1. ALL CONSTRUCTION SHALL CONFORM WITH THE REQUIREMENTS OF THE System N (118A):Glass 27 0.370 10 PLUMBING BACK 2015 INTERNATIONAL ENERGY CONSERVATION CODE. SHGC'0.20 TO NEW WASTE& NEW WC ON 2. THE ENGINEER CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, THAT East wall:Wood Frame,160 o c. 1,931 19.0 7,5 0.040 57 VENT STACK NEW ROUGH IN THE DRAWINGS COMPLY WITH THE 2015 INTERNATIONAL ENERGY z z z NEW LAV ON z NEW BIDET ON z z System B(011A): Metal Frame with Thermal Break:Double Pane with Low-E 40 0.410 16 NEW WC ON > Lu NEW WC ON > W NEW ROUGH IN w W CONSERVATION CODE. 5HGC:0,21 _ NEW _ NEW ROUGH IN > NEW LAV ON > NEW we ON > 3. EXTERIOR SLIDING DOORS ABOVE 8'-0" SHALL BE U=.4 MAX, SLIDING DOORS NEW ROUGH IN -t `v NEW ROUGH IN <r `6 :t NEW ROUGH IN It System C(012A);Glass 24 0.370 9 NEW LAV ON STAND-PIPE NEW LAV ON NEW NEW ROUGH IN NEW LAV ON BELOW 8'-0" SHALL BE U=.36 MAX, FOLDING DOORS ABOVE 8'-0" SHALL BE SHGC:0,20 NEW LAV W DISHWASHER NEW BATHTUB NEW ROUGH IN ----- --1 1/2 z z NEW ROUGH IN _ _ z _____ _ ___ ___--- z __ __________ ____ _______ _____- z NEW ROUGH IN - --__ --------- z U=.37 MAX, FOLDING DOORS BELLOW 8'-0" SHALL BE Ii MAX, FLOOR: R-60, System G(104A):Wood Frame,,Double Pane with Low-E 24 0.360 9 ON NEW ------ -- , '- - 1 -- NEW SHOWER NEW SHOWER SHGC:0.20 NEW SHOWER 1 1/2" -- - , 1 1/2" � 1 1/2' WALL: R-38 CEILING: R-60, r------ ----------T----+--- ROUGH IN - -----�- - _ ------- �- NEW i I 1 , i -------- - --- - --- ---`------'- i T ; I I 1 , 4. ALL BUILDING MATERIALS COMPONENTS AND ASSEMBLIES THAT ARE System I(107A):Metal Frame with Thermal Break:Double Pane with Low-E 24 0.360 9 ; I , l ; i I I I I ' SHGC:0.20 CLOTHES , j i 1 I I i I ; l I I 1 i CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A VAPOR WASHER I W I i I I DW I ; I , , I I , I ; ; I ; I I I I 1 ' I ; BARRIER LOCATED ON THE WINTER WARM SIDE OF THE INSULATION. System J(108A):Glass 21 0.370 10 I I I NEW FLOOR ' ' ' ' i 5. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR SHGC:0.20 I I I I 1 1 I I 1 ' _ 1 DRAIN 1 1/2 I I I - .a----' ----- ------I- I.- - i----;- FIRST-FLOOR-- CONTINUITY OF INSULATION AT ALL PLATE LINES RIM JOISTS AND ALL System L(109A):Glass 81 0,410 33 -- ----- I - ---- - - I , � i i 1 1/2" 2" i i , ' 1 1/2" 1 1/2" 1 1/2" 2„ i , , „ i i , ' SHGC:0.21 , 11/2' 3' 1 , 3' I 112" 11/2' 3' 3 , 11/2' 3" ; CORNERS. System 0(114A):Metal Frame with Thermal Break Double Pane with Low-E 18 0.360 6 \ / 6. ALL HOT AND COLD WATER PIPING AND ALL DUCTS SHALL BE INSULATED AS SHGC:0.20 �------------------- 1 - -- -- ------ '-------------------- 1 ----------------------------------- -------------------- / PER CODE. System 0(115A):Metal Frame with Thermal Break:Double Pane with Low-E 18 0.360 6 BATHROOM 115 WC 110 KITCHEN 109 ! BATHROOM 103 BATHROOM 107 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT TO THE SHGC:0.20 LAUNDRY 114 ! i BUILDING DEPARTMENT THE SIZE DESIGN AND TYPE OF MECHANICAL South Wall:Wood Frame, 15"o.c. 1,528 19.0 7.5 0.040 45 j System A(010A): Metal Frame with Thermal Break:Double Pane with Low-E i5 0,360 5 1 HEATING, COOLING AND HOT WATER SYSTEM THAT WILL BE USED. SHGC:0.20 I ' COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL System D(101A):Glass 252 0,410 103 ! 1 HAVE A MINIMUM COMBUSTION IEFFICIENCY OF 75% AND SHALL HAVE SHGC:0.21 0 0 _J 0' o STANDBY LOSSES LESS THAN THE CODE SPECIFIED MAXIMUM BASED ON System K(1088):Metal Frame with thermal Breek:Double Pane with Low-5 72 0.410 30 j �' ACTUAL EQUIPMENT SIZE. zDi SHGC:0.21 I I zo 8. IF APPLICABLE - HVAC COOLING EQUIPMENT SHALL BE RATED IN System M(1098): Metal Frame with Thermal Breek:Double Pane with Low-E 48 0,410 20 Z z Z; ! �!D i ACCORDANCE WITH THE 2015 INTERNATIONAL ENERGY CONSERVATION SHGC:0.21 I ! i �� a O��'��. z CODE. 708 38,0 0.0 0.030 21 -- ------------ -- ----- - - -------- -- --- ----- -- +- -- -------- ----- ----------------------- -- - ° °�G- '� J -BASEMEN -- Roofi:FlatCelAngorSclssorTruss I -------- --------_--------- - ----- - ----- -C� t- I 1 C 9. ALL THERMOSTATS SHALL BE ADJUSTABLE FROM 45 DEGREES THROUGH 75 Foundation:Saild Concrete or Masonry 3,824 010 7.5 0,059 225 I »' A g0 '� DEGREES F. FOR COMBINATION HEATING AND COOLING THERMO STATS THE Wall height: i0A' I i O ADJUSTABLE RANGE SHALL BE (BETWEEN 45 DEGREES AND 85 DEGREES F. Depth below depth: 10.0' 1 I I I I 10.HOT WATER TEMPERATURE CONTROLS SHALL BE SET AT 140 DEGREES MAX. Insulation depth. 10,0' l J 1 _ 11.ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO compliance Statement: The proposed building design described here Is consllstent with the building plans,spetiflcatlons,and other r% � r% I . �; r" LIMIT HOT WATER FLOW TO A MAX. OF 3 GPM AT 60 PSI WATER PRESSURE. calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements invv'' REScheck Verslan 4,6.2 and to comply with the mandatary requirements listed In the RESrheck Inspectlon Checkilst, HOUSE TRAP 12.ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE To NEW SEPTIC SYSTEM COMBUSTION AIR OF 150 TO 200 CFM. FLUE TO HAVE A TIGHT SEATED DAMPER WITH AIR LEAKAGE OF 20 CFM MAX. Name-Title Signature Date 2 PLUMBING RISER DIAGRAM SCALE:1/4"=1'-0" BERGDESG YAHALOM RESIDENCE SITE PLAN, NOTES, DRAWING LIST, ENERGY NOTES, PLMB RISR DIAGRAM ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I SEP 21, 2016 DATE: DEC 01, 2016 965 EDWARDS LANE, ORIENT, NY 11957 DESIGN DEVELOPMENT II OCT 05, 2016 SCALE: AS NOTED PERMIT SET OCT 14,2016 NOV 16,2016 NOT FOR CONSTRUCTION PERMPROGIT SET P RESSIEVISION NT #1 NOV 23, 2016 REF NO: 192 PERMIT SET- REVISION#2 DEC 01,2016 SYMBOLS LEGEND NEW CONCRETE FOUNDATION WALL NEW INTERIOR/ EXTERIOR WOOD 20'-71" 191-1011, 31'-33" 37'-44" FRAMED WALL 2 4 4 ROOM �' -- -- - - --- - ROOM NUMBER 19,-91„ 18'-2-" 1„ 3„ 10" 2 10" 4 10" 10" 18-02 10" 16'-94 01 10" ( DOOR NUMBER 1 3 A14 2 A13 Al2 OWINDOW NUMBER - - - \ O � A13 PARTITION TYPE V-8" 18'-0•, 102„ r 1 in X N x in , 2 1 1 , 4 A000 2 ELEVATION KEY FOUNDATION WALL \I \ "' / . HEIGHT CHANGES A14 A08 A13 - - CONCRETE SECTION KEY SLAB ON GRADE \ A000 / FOUNDATION WALL HOLD TOP OF \ HEIGHT CHANGES WALL DOWN OUTLINE OF WATER - FEATURE ABOVE \ FOR SLAB j - STORAGE , `� SMOKE&CARBON r 001 ® MONOXIDE DETECTOR UNFINISHED N /� o� N N \ UNFINISHED SPACE FOR S \ � PACE FOR STORAGE STORAGE i \ \ T LOAD BEARING 1 G WALL PER S-DWGS PURPOSES PURPOSES STORAGE A10 coli I � j �" FOUNDATION WALL HEIGHT LEGEND o G. „ 6,_5- c*r - 10" 3'-2" 8 2 8' coor ol -12'-0" -0' -104 - c%)It \ �\ „ \�` G j UNEXCAVATED \ STORAGE -8'-T' -0-4 1/2" \ ifl // 0 008A" \ 0FOUNDATION WALLco \• \ _ \ P08'/ HEIGHT CHANGES '(• 01A , CD SPACE M O -- -T 7„ +2'-6„ 000000 G' I UP I ;\ - 1 R.O. o` „ r� o o - o 0 0001 0 / 3- 13-1 10 �� -- - - - CONCRETE \ IFSLAB ON GRADEco 0 2 HOLD DOWN FOR / O CRAWL SPACE _ f A10 , STAIR I I I I WALLLOAD PER SI O DWGS 007 O G BEARG I 002 I I I o �G I o UNFINISHED _ o bo SPACE FOR bN o A09 G STORAGE j 2 FOUNDATION WALL AHU-2 PURPOSES O A09 G HEIGHT CHANGES CLOSET MECH Mbt j o G \ 003 004 ;o - o ` STORAGE 0 MIS 003A 0O4� 006 0` M / / / O A11 007A 007 _ v ' o / O O - - </005A ``� oc� 2 eo �'"\. "`. \\\"\\\\\`.\ ::"\`\ :\;\. `.'\\\. `. `\... :. \\ \. _ o FOUNDATIOIN - \ CONCRETE �N_ UP >0c IN WALL HEIGHT ------- SLAB ON GRADE/ ; ``' / LES 010A / jo; CHANGES iv f HWH WOOD FRAMED _ STAIR I oN 0 r- \ M N O \ (O 00 STORAGE o M LOAD BEARING MECHANICAL \ 005 WALL PER S-DWGS HWH 009 4'-0" 8" 19'-3„ 8„ o f j �, O R.C. RETAINING j \\ -- o - r � �. _ - o: \ O WALL \' \ •� 0 �, M BOILER BOILER AHU-1 0 =N ol PER MECH PER MECH O r N UNFINISHED o io i SPACE FOR o Co STORAGE o N \ cY>bv 6„4„ PURPOSES / j/ UNFINISHED — — — -- i- o SPACE FOR 0 - - - - - o - STORAGE \ - — — — — �c� PURPOSES / r 0 , 1 - A11 'IN �bN STORAGE ->o \ , �r 010 1 0 - - - j 4'6 6„4„ 4,6' — — — — 0 ! \ ?Ot CONCRETE � !I ,! - - - - c j \ SLAB ON GRADE \ O b \ / CONCRETE 0 SLAB ON GRADE r. o _ COLUMN \\\ COLUMN ` / 0 - U c� I , \ O - I �t I I O _ , \ O — O Z O \ \ \\ O Z O \\ i� J - - -- - - - - - -- - - -- - - - -- J 2 - - -- -----\\ - - ---- - - - !�' Q 'j a- O O A08 ° z 8" 4 4 10" 2 10" — 4 - 4 -- -- - loll,I 2" 10" 2 1'-0" 2 W 18'-71" 15'-61" 23'-101" 15'-81" 1 15'-81' 18'-01 4-21' 111'-7-' 10" �' -- / O - W 34-9-' 25-6-" 31-4- 191-8 5-2-' 0 12-5 0 0 1, 1 1„ 1„ 1, o" 1„ u- 2 2 4 2 2 2 `t O FOUNDATION PLAN 1 SCALE:1/4"=1'-0 BERGDES GN YAHALOM RESIDENCE FOUNDATION PLAN ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I SEP 21, 2016 DATE: DEC 01, 2016 ry Lil 965 E DWAR DS LANE, ORIENT, NY 11957 DESIGN DEVELOPMENT II OCT 05, 2016 SCALE: AS NOTED PERMIT SET OCT 14,2016 NOV 16, 2016 NOT FOR CONSTRUCTION PERMPROGIT SET P RESSIEVISION NT #1 NOV 23,2016 REF NO: 192 PERMIT SET- REVISION#2 DEC 01, 2016 19'-9411 20'-9" 19'-94" 31'-44" 19 '-8211 17'-104" 01 1,. 1, 3„ r 1 1, 1 111 1, 3,1 61_1" ,r 711111_011, 51„ 6'_33„ 1 113 1 7- 4'-11- ,1 " 1 -7" 7-" 6-2-' 1 6-2- 7- 5-11- 5-11„ 51 2 2 18-0' 2 4 6'-1" R.O. 1 -0 2 5-1" 4 4 4-2 4-7 16'-1 R.O. 4 2 6-1 R.O. 2 4 4 R.O. 2 2 01 01 3 MIN 5.7 SOFT 1 2 1 1 A13 ESCAPE RESCUE A14 A14 A08 A13 2 OPENING FOR � Al2 SLEEPING ROOM 116A DOWNSPOUT DOWNSPOUT 103A CONCRETE APRON DOWNSPOUT ---- - O - - - = - -� r --CONCRETE •=v 1` A13 PAVERS Al2 1 MIV co 1 T I N _ — O r I _ ' H 18 0 W x 9' 0' SYMBOLS LEGEND -- - -- �' 1 DOWNSPOUT _ p I _ I DOWNSPOUT OUT `n 1128 z - BAT - � - it 105A NEW CONCRETE - 1 A 1 15 i FOUNDATION WALL Z1 N N ' - - �, OFFICE/GUEST BEDROOM 0 0 - 1 10, _ NEW INTERIOR/ 116 OJvJUDITH BATH C 6 03 EXTERIOR WOOD bN O PRECAST / FRAMED WALL 00 icTo) ROOM PAVER DECK 1 ROOM NUMBER 0 IN Z I - Z •= — M — I Z in I 0 0 O DOOR NUMBER / �' 119A CLOSET( `r' -'ILL LUU / ~ < > 119 `'' ! KOI POND N o 1 C) 0 116A NOTE: POND NOT ��� 105A O J WINDOW NUMBER O ~ = TO EXCEED 18 IN 1 JUDITH BEDROOM ( � , 0 GARBAGE U SIN_ ��� STORAGE \\ j \ / I I " DEPTH 104 JUDITH CLOSE 1 \ o , -I- - - - - - - - - - - - - - - - 105 A `r 1 �- --- PARTITION TYPE GARAGE n_ LINE O - - COL. PER - - - - — - - II II O- N F ROOF 11 I - S-DWGS r� ', ABOVE ' N 1 / AU D Y 114 - - - MIN 5.7 SOFT 1 O EDGE 4 A000 2 ELEVATION KEY / 114 114 / ESCAPE RESCUE L ' OPENING FOR b� 3 \ \ ENTRY ((048 SLEEPING ROOM CONDENSERS ON \ z CONCRETE PAD .cw \ z 1 SECTION KEY - - - - - - - — 00 - _ OI— A000 // i � � �� �- w HALL A J _ 117 STAIR I \✓ �� ❑ SMOKE&CARBON Ir I MONOXIDE DETECTOR CONCRETE - 102A DOWNSPOUT APRON `� 104A \ 2 �112A � i A10 FOYER i C? RATED FPSC DOOR /113A DN 04 x 11� - -- - - \- �- A09 `° - - - - - - ��/ V 2 CL 111 O 1 0 - L ` A09 oV� �N -- SDR UL RATED GAS APPLIANCE Lo r N 118 rn — DOWNS— T — - C� - - -- INSTALL AS PER MNFR. SPECS v;red - II__ 00 111A (110A I ACHY CLOSET o u)V1 LINE OF ROOF O / / - 1 6 AC Y BATH ZD ROLL DOWN � � LIVING ROOM � o MIS HALL 10� O A67 2 EDGE ABOVE ENTRY 78 102 107A x INSECT - 120 O _ - - i - A11 II - � I FIREPLACE FLUE PIPE OAC- )C,36D$ REF. OFRZ. WINE DINING 1ROOM STONE CLAD , co -- - - - - SPEED V ED I', HEARTH BENCH _ OVEN REF 107A�) L - - WOOD FLOORING - —^IN - -- _-- - - DIRECTION co ri� COL. PER- I - R COL. PER COL. PER . _ 108A GENERATOR I _ BA - C01 Oma; ACHY BEDROOM BARBECUE ', S S-DWGS S-DWGS 108 AREA - 9-- - - - W -- --- S DWGS - 1 -- COL. PER 11 zo Nr OO _ I 00 I� KITCHEN i (� - PRECAST - - O O j z / - _ I I PRECAST -� I PAVER DECK PAVER DECK 00 - ' O F- I I, I I , - -. - � W R.C. RETAINING 1 —IN W - - :- COVERED �� o WALL A11 bo - `- O 0 I PORCH N OR O OUTDOOR m I �99)A r- ch z - ' WOOD FRAMED i o n COL. PER STAIR DOWN TO I I , COL. PER 'I �j SHOWER S-DWGS / S-DWGS IBASEMENT COL. PER DOWN - / /- - — ROLL DOWN .- •� - ROLL DOWN ROLL 109C O / l � \ r �. � S-DWGS � 'ROLL DOWN �.,) � INSECT SCREEN INSECT SCREEN INSECT SCREEN ❑ ,INSECT SCREEN ri DN O M _ - C�- COL. PER - - ❑ I ooh Xcl S-DWGS 108A i 1 1 D IMIN W DW � I 5.7 SOFT I 1 I ch Axx �� ih I , —.. 1 n , " —CV_ _ �il� -- I 1 'I — O - O — O , i - - � 4 � � (ESCAPE RESCUE --- -- - - --- —� `Iv - (OPENING FOR 16'-0 W x 10 8 H - - - 13-10I x 10- HI- I�= - - - --- -�� -- - - - - -- --- - - - LEDGE ABOVE - -- 'SLEEPING ROOM - DOWNSPOUT 1098 108B\ I � DOWNSPOUT - — 1 " 1 1 - - - DOWNSPOUT ,1 1 DOWNSPOUT I 74 2 0 4 03 COL. PER COL. PER 2 14-11"W f 16- 1 I 1 4' 15'-01 W r „ bN 1„ x10-8' H , x10 8 H - y- - S-DWGS S-DWGSNs - r I I I I I A08 POOL I - j 14'x40' 111 1 1„ 1,1 1, 31, 11, 1 1 11, 1 111 1,1 11 1,1 111 72 14-22 1-64 7-14 8'-1" R.O. 7-104 14 1 -82 28'-1"R.O. 1 -7' 74 3-22 12'-111 R.O. 3'-22 74 1 T-24 74 y - y- ISD A 8'-11,1 1 1, 2'-81„ 12'-13" 25'-111" 30'-111„ 20'-11r, '� r t �°,:� 2 1 -0 14'-0" 1'-0" 2 4 4 2 4 5'-5" 1'-0" lo 1 FIRST FLOOR PLAN BERGDES GN YAHALOM RESIDENCE FIRS,TFLOOR PLAN ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I SEP 21,2016 DATE: DEC 01, 2016 965 EDWARDS LANE, ORIENT, NY 11957 DESIGN DEVELOPMENT II OCT 05, 2016 SCALE: AS NOTED PERMIT SET OCT 14, 2016 NOT FOR CONSTRUCTION PERMIT PRINT NOV 16, 2016 REF NO: 192 PERMIT SET- REVISION#1 NOV 23, 2016 PERMIT SET- REVISION#2 DEC 01,2016 I I I III II '. SYMBOLS LEGEND I, I NEW CONCRETE Lll"Lll-lz FOUNDATION WALL NEW INTERIOR/ 1 2 - - - EXTERIOR WOOD A14 Al2 FRAMED WALL SCUPPER& SCUPPER& ROOM DOWNSPOUT DOWNSPOUT 0 ROOM NUMBER 2 3 2 1 1 A13 A13 SCUPPER& ___ - A14 A13 C ___ Al2 DOWNSPOUT (:1 D DOOR NUMBER \ /WINDOW NUMBER DOWNSPOUT \ / I SCUPPER& SCUPPER&O DOWNSPOUT DOWNSPOUT I I PARTITION TYPE --> 4 A000 2 ELEVATION KEY 3 1 SECTION KEY \ / BOX GUTTER TO DOWNSPOUT TRO MATCH STANDING / �ROOF � \ \\ W i SEAM METAL ROOFING \ of / o - - - - - - - - - - - - - - - - - - - - - - - I1 SMOKE&CARBON \ \ \ / -- \\ 0 // RIDGE A10 MONOXIDE DETECTOR I � I RIDGE - - - - - - - - - - - - - - - - - - - - - - \ / - - � � \ / \ / I I I I I I I \ I I I I EXTERIOR WALL i I I \ / � I I I BELOW � I I I I I ; SCUPPER& DOWNSPOUT 2 TPO ROOFS 'I i �' STANDING SEAM � i \ / METAL ROOF Y \ / 2 BOX GUTTER TO LOW SLOPE RIDGEMATCH STANDING A09 SEAM METAL ROOFING SCUPPER& - i ROOF CRICKET - - - - - - - - - - - DOWNSPOUT C =__ -i- - RIDGE - / \ -- - - - - - - - - - -- - - � - - -- - - - - - / \ I i I CHIMNEY CAP-, 2 I I I I \ I 'I, li III '', ',,• / \ ' i'i ''III 'I I'I III / \ - - - - I I I RIDGE I ; I I II I I i � II I i I / I \ RIDGE - I I I I I I I I I � I L I \ I - I I I II I I I I i I I I I I i I i i STANDING SEAM ', I METAL ROOF / \ I I I I ' j I I -IN r - -IN - i BOX GUTTER TO - BOX GUTTER TO MATCH STANDING MATCH STANDING SEAM METAL ROOFING SCUPPER& SCUPPER& SEAM METAL ROOFING SCUPPER& SCUPPER& DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT D II' ® G)R 1 sc00F PLAN BERGDES GN YAHALOM RESIDENCE ROOF PLAN ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 965 E DWARDS LANE ORIENT NY 11957 DESIGN DEVELOPMENT I SEP 21, 2016 DATE: DEC 01 , 2016 > > DESIGN DEVELOPMENT II OCT 05, 2016 SCALE: AS NOTED PERMIT SET OCT 14, 2016 AOO NOT FOR CONSTRUCTION PROGRESS PRINT NOV 16, 2016 REF NO: 192 PERMIT SET- REVISION#1 NOV 23,2016 PERMIT SET- REVISION#2 DEC 01, 2016 \: - \ P I \ \ STORAGE �\ oo7 / TTj \ Q I \ STORAGE I \ \ LUNFINISHEDfl- / L UNFINISHED -7 I I I I G I TI I I / \ LUNFINISHED \ I LUNFINISHED7 / i AIr / T, \ - - - - 0 / \ FUTU H FUTURE SET I - - - 011 \ / r F 77\77T \ / - OPEN - 0 SD O / \ \ / \ o / \ I 11177,771 77' FF rj / \ O FUTU BEDROOM I _'o 0 / 12 \\ O G O Fj ® — // \ CLOSET \ MECH 1 1 1 I o \ °, \ 003 004 II II / II I \ oso" \ 1 I 1 1 'o LIGHTING and CEILING FIXTURE SCHEDULE 0 SYMBOL TYPE OF FIXTURE MANUFACTURER / MODEL N0. NOTES \\ / / / / o` ` - - --® , , --�- - � HALL ° — O BATHROOM FAN TBD oo' I _ - - ® RECESSED WALL WASHER (LOW VOLTAGE) TBD RECESSED DOWN LIGHT (LOW VOLTAGE) TBD / \ — UNFINISHED o, / \ � / I — — — — — O O RECESSED DOWN LIGHT - WET LOCATION TBD I I MECHANICAL I I \\ _ / ° \ 0 I STORAGE o I 005 0 — - EXTERIOR UP LIGHT LOW VOLTAGE TBD \ / o \ I — 'o DECORATIVE PENDANT TBD L _ I - />o \ PTD GWB / 77 _ __r _r �r -r — — - > c v MONOPOINT FIXTURE-INT TBD \ / - — — — 0 I I g DECORATIVE WALL SCONCE- INT TBD I I J_ \o` DECORATIVE WALL SCONCE- INT TBD / \ \ /� o` — A o p FLOOD LIGHT- EXT TBD ® UTILITY FIXTURE SURFACE MTD TBD - — I I / ° STORAGE _ _ _ — o Q EXTERIOR RECESSED DOWN LIGHT TBD \\ // LUNFINISHED ° I - - O WALL MOUNTED STEP LIGHT - EXT. TBD \ \ /'� \ o - - - \ \ o sD SMOKE DETECTOR/CARBON MONOXIDE SENSOR- TBD ° HARD WIRED AND INTERCONNECTED UP _)o`, o ® UNDER CAB FIXT TBD 0 \ �\ o FAN TBD \ \ '° ❑F FAN CONTROL TBD 'o SWITCH TBD O 0 3 WAY SWITCH TBD )o a 4 WAY SWITCH TBD 'o` p DIMMER SWITCH TBD o< T SWITCH WITH INTEGRAL TIMER FUNCTION TBD ,o j JAMB SWITCH TBD FIRST FLOOR PLAN �®�^ SPEAKER WIRE TERMINATION LOCATION TBD 1L' , INFRATECH - WD-40 e• '"'", OUTDOOR HEATER - RECESSED INTO EXTERIOR SOFFIT NOTE: ORDER w/ FLUSH MOUNT STAINLESS STEEL FRAME NOTE: CONTRACTOR TO MARK OUT ALL ELECTRICAL DEVICE AND SWITCH LOCATIONS FOR CLIENT APPROVAL BEFORE INSTALLATION BERGDES G YAHALOM RESIDENCE BASEMENT REFLECTED CEILING PLAN ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tei: 917 328 3905 DESIGN DEVELOPMENT I SEP 21,2016 DATE: DEC 01, 2016 965 EDWARDS LANE, ORIENT, NY 11957 DESIGN DEVELOPMENT II OCT 05, 2016 SCALE: AS NOTED PERMIT SET OCT 14,2016 NOT FOR CONSTRUCTION PROGRESS PRINT NOV 16, 2016 REF NO: 192 PERMIT SET- REVISION#1 NOV 23,2016 PERMIT SET- REVISION#2 DEC 01,2016 LIGHTING and CEILING FIXTURE SCHEDULE SYMBOL TYPE OF FIXTURE MANUFACTURER / MODEL N0, NOTES BATHROOM FAN TBD ® RECESSED WALL WASHER (LOW VOLTAGE) TBD O RECESSED DOWN LIGHT (LOW VOLTAGE) TBD O RECESSED DOWN LIGHT - WET LOCATION TBD EXTERIOR UP LIGHT (LOW VOLTAGE) TBD DECORATIVE PENDANT TBD MONOPOINT FIXTURE-INT TBD g� DECORATIVE WALL SCONCE- INT TBD TBD DECORATIVE WALL SCONCE- INT D� FLOOD LIGHT- EXT TBD I ® UTILITY FIXTURE SURFACE MTD TBD o EXTERIOR RECESSED TBD • E ER DOWN LIGHT � 1 I / � - EXT. TBD I WALL MOUNTED STEP LIGHT I 11 I qj r - - - - - - - - - � I -- - - - - - - SD SMOKE DETECTOR/CARBON MONOXIDE SENSOR— TBDri OFFICE/GUEST BEDROOM � � I BATH � � \@ HARD WIRED AND INTERCONNECTED r� UNDER CAB FIXT TBD / - / BATH FAN TBD I / \ \ L PTD �\ I I 103 I I 1 \ GWB. I I B B \ OF TBD FAN CONTROL SWITCH TBD 3 WAY SWITCH TBD I / I CLOSE CLOSET I 4 WAY SWITCH TBD I / I I 105 / u DIMMER SWITCH TBD T SWITCH WITH INTEGRAL TIMER FUNCTION TBD I I I Z- PTD 1 ,- / JAMB SWITCH TBD / GARAGE \ / i I / \ SPEAKER WIRE TERMINATION LOCATIONTBD 112 \ LAUNDRY 7 r7 n GWB. / GWg I INFRATECH - WD-40 -Q' - - - 0- - - - I I I 1 / 0 OUTDOOR HEATER - RECESSED INTO EXTERIOR SOFFIT NOTE: ORDER w/ FLUSH MOUNT I / I / I I - KOI POND STAINLESS STEEL FRAME I I I / I / ' I LIGHT 10, NOTE: CONTRACTOR TO MARK OUT ALL ELECTRICAL DEVICE AND SWITCH LOCATIONS FOR CLIENT APPROVAL BEFORE INSTALLATION I I I / / PTD 1 / 1 \ GWB. --7 / L - - - - - - - - J \ BED . OM � \ r PTD \ I I \ I LHARDIE PANEL I 1 HALL 1 f \ I 1 1170 0 - �D --- \ - - FOYER \ _ SD I 100 - - - - - - - - - - - - \ / l0. , - - 113 sD NICHE LIGHTING AT CLOSET / CL WC - - TOP AND BOTTOM 106 MUDROOM 111 110 / `o' \ /- I I ®\ 1 1 I -F -- - --_- — -Q L PTD RECESSED POCKET GWB.-7 CL� I MOTORIOZED SCREOEN _�_ _ ._ — ' � — � \ / LIVING o ROOM \ I LPTD A I I BATH _ _ / �` - �- HALL �_ I / DROPPED FAUX I I I I 107 120 \ \\c 113 HEADER @ 9'-0"AFF. I GWB. \ 1 A _ - SD I / DINING ROOM L PTD _ - - - — II \\ J \ ❑ i I 1 ❑ GWB. ❑ \ I / / JUNCTION BOX FOR \ JUNCTION BOX FOR----,, / 1 I I FUTURE CEILING FAN i f FUTURE CEILING FAN BEDROOM 1 II \ I I KITCHEN // \ — — — — — — — /� I 108 LPTD \ 109 / I I 1 I \ !' HARDIE PANEL � // � �� \,,, I � L PTD GWB. ,a // a L PTD I / - - - - - - - - - - ' —I- - - -" ' I HARDIE PANEL TO STEP —7 I ❑ ❑ i ❑ / I - - - - - - - - J ❑ \ f LIGHTS IN / — ❑ _ 1 /I\AREAWAY —RECESSED POCKET — — — — —, — — — ' RECESSED POCKET _ FOR PHANTOM FOR PHANTOM MOTORIZED SCREEN — MOTORIZED SCREEN KITCHEN UNDER CAB. LIGHTING TO BE PROVIDED BY SIEMATIC ® . FIRST FLOOR REFLECTED CEILING PLAN SCALE:114"=1'-0" 02`�� BERGDES G YAHALOM RESIDENCE FIRST FLOOR REFLECTED CEILING PLAN ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 965 E DWARDS LANE ORIENT NY 11957 DESIGN DEVELOPMENT I SEP 21,2016 DATE,: DEC 01 , 2016 > > DESIGN DEVELOPMENT II OCT 05,2016 SCALE: AS NOTED PERMIT SET OCT 14,2016 PROGRESS NOV 16, 2016 NOT FOR CONSTRUCTION PERMIT SET- RIEVISION NT #1 NOV 23,2016 REF NO: 192 PERMIT SET- REVISION#2 DEC 01, 2016 POWER SYMBOL LEGEND PLUMBING NOTES & LEGEND MECHANICAL SPECIFICATION a NEW RECESSED TELEPHONE JACK (BY OTHERS) o-x FROST FREE HOSE BIBB - PROVIDE PROVIDE AND INSTALL NEW FULLY OPERATIONAL (1) WEIL MCLAIN ULTRA MODEL RADIANT FLOORS GRILLE AND REGISTER SPECIFICATIONS 15 A.F.F. U.O.N. DRAIN DOWN VALVES @ EA LOCATION. HEATING AND COOLING SYSTEM. TEST AND UG-230, 230,000 BTU OUTPUT PROVIDE AND INSTALL FULLY OPERATIONAL CEILING AND WALL GRILLS TO BE PTD LINEAR ALUM BAR GRILLS aD NEW RECESSED DATA JACK (BY OTHERS) _ _ ,_ ,_ PLUMBING BALANCE SYSTEM AFTER INSTALL. ALL DUCTWORK HYDRONIC RADIANT FLOOR SYSTEM IN AREAS BY ARCHITECTURAL GRILLS OR EQUAL. NEW GRILLS IN WOOD 15" A.F.F. U.O.N. TO BE LINED WITH SOUND ATTENUATING WRAP AIR HANDLERS SHOWN. FLOOR - FLUSH WOOD GRILLS MATCHING FLOOR COLOR NEW RECESSED TELEPHONE JACK (BY OTHERS) GAS PIPING PROVIDE AND INSTALL NEW AIR GRILLS IN TILE FLOOR - BRUSHED ALUM LOUVER 42' A.F.F. U.O.N. - COMPONENT SPECIFICATION: HANDLING UNIT, CONDENSER AND ALL HOT WATER HEATERS ® D NEW RECESSED DATA JACK (BY OTHERS) ASSOCIATED CONTROLS AND PARTS. PROVIDE AND INSTALL ALL ASSOCIATED, CONTROLS, PROVIDE AND INSTALL WHOLE HOUSE AIR PURIFICATION/DUST 42" A.F.F. U.O.N. NOTE: ALL NEW PLUMBING TO TIE INTO 4" PVC WASTE LINE IN GROUND FLOOR SPACE TO NEW SANITARY SYSTEM. CONVENTIONAL GAS BOILERS (2) BOSCH - MODEL TBD WIRING, PLUMBING, MANIFOLDS AND ASSOCIATED REMOVAL SYSTEM -APRILAIRE 2213 ■OE 120V RECESSED DEDICATED WALL OUTLET PROVIDE AND INSTALL ALL ASSOCIATED, PARTS. COORDINATE WITH EQUIPMENT REQUIREMENTS PROVIDE AND INSTALL NEW 1000 GAL UNDERGROUND CONTROLS, WIRING, PLUMBING, MANIFOLDS, LP CONDENSERS (2) WEIL MCLAIN AQUA PLUS 85 PROVIDE AND INSTALL WHOLE HOUSE CENTRAL VACUUM SYSTEM f�E 120V RECESSED DUPLEX WALL OUTLET PROPANE TANK AT LOCATION SHOWN AND ALL CONVERSION, SIDE WALL VENTING AND OUT DOOR 13 SEER CARRIER ACR CONDENSER MOUNTED @ 15" A.F.F. U.O.N. ASSOCIATED PIPING,VALVES, REGULATORS TO CONNECT TEMP RESET CONTROL AND ASSOCIATED PARTS. UNITS - NO. OF CONDENSERS: AS BATHROOM EXHAUST FANS PROVIDE AND INSTALL 20 KW GENERATOR ON CONCRETE PAD 3Q7 120V RECESSED DUPLEX WALL OUTLET TO RESIDENCE. ALLOW CONTROL FOR 3 ZONES. REQUIRED FAN TECH - MODEL FG SERIES- DUCTED TO OUTSIDE WITH AUTOMATIC TRANSFER SWITCH. MOUNTED @ 42" A.F.F. U.O.N. IQ7- 120V RECESSED DUPLEX WALL OUTLET GFI MOUNTED @ 15" A.F.F. U.O.N. 07 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. T -_ 120V RECESSED QUAD WALL OUTLET FI MOUNTED @ 42" A.F.F. U.O.N. 120V RECESSED QUAD WALL OUTLET r MOUNTED @ 52" A.F.F. U.O.N. , 120V RECESSED DUPLEX FLOOR OUTLET I o- NEW WALL MTD. JUNCTION BOX \ \ \ SWITCH - 3 3 WAY SWITCH �G \jj $o DIMMER SWITCH $i JAMB SWITCH 0 © CEILING FAN CONTROL ry CABLE TV OUTLET (BY OTHERS) \ Q THERMOSTAT nE EXHAUST FAN CONTROL a , \ STEREO LOUDSPEAKER WIRE TERMINATION POINT COORDINATE HEIGHTS WITH ARCHITECT NEW 400 AMP SERVICE PANEL r o NEW HARD WIRED DOOR BELL MTD @ 42" A.F.F. 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'ISI ✓T r+.^- !'.wyx+spe' V qq,, yy ,g5 BASEMENT POWER AIND MECHANICAL PLAN ,o 4 1 SCALE:1/4"=1'-0° >°O B E R G D E S GN YRESIDENCE BASEMENT POWER AND MECHANICAL PLAN ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I SEP 21, 2016 DATE: DEC 01, 2016 Jj 965 EDWARDS LANE, ORIENT, NY 11957 DESIGN DEVELOPMENT II OCT 05,2016 SCALE: AS NOTED PERMIT SET OCT 14,2016 NOV 16, 2016 NOT FOR CONSTRUCTION PERMPROGIT SET P RESSIEVISION NT #1 NOV 23, 2016 REF NO: 192 PERMIT SET- REVISION#2 DEC 01, 2016 POWER SYMBOL LEGEND PLUMBING NOTES & LEGEND MECHANICAL SPECIFICATION Q NEW RECESSED TELEPHONE JACK (BY OTHERS) U== FROST FREE HOSE BIBB - PROVIDE PROVIDE AND INSTALL NEW FULLY OPERATIONAL (1) WEIL MCLAIN ULTRA MODEL RADIANT FLOORS GRILLE AND REGISTER SPECIFICATIONS 15" A.F.F. U.O.N. DRAIN DOWN VALVES @ EA LOCATION. HEATING AND COOLING SYSTEM. TEST AND UG-230, 230,000 BTU OUTPUT PROVIDE AND INSTALL FULLY OPERATIONAL CEILING AND WALL GRILLS TO BE PTD LINEAR ALUM BAR GRILLS aD NEW RECESSED DATA JACK (BY OTHERS) BALANCE SYSTEM AFTER INSTALL. ALL DUCTWORK HYDRONIC RADIANT FLOOR SYSTEM IN AREAS BY ARCHITECTURAL GRILLS OR EQUAL. NEW GRILLS IN WOOD 15" A.F.F. U.O.N. _ _ _ _ ,_ ,_ PLUMBING TO BE LINED WITH SOUND ATTENUATING WRAP AIR HANDLERS SHOWN. FLOOR- FLUSH WOOD GRILLS MATCHING FLOOR COLOR ® NEW RECESSED TELEPHONE JACK (BY OTHERS) PROVIDE AND INSTALL NEW AIR GRILLS IN TILE FLOOR- BRUSHED ALUM LOUVER 42' A.F.F. U.O.N. - GAS PIPING COMPONENT SPECIFICATION: HANDLING UNIT, CONDENSER AND ALL HOT WATER HEATERS ®D NEW RECESSED DATA JACK (BY OTHERS) NOTE: ALL NEW PLUMBING TO TIE INTO 4" PVC WASTE LINE ASSOCIATED CONTROLS AND PARTS. PROVIDE AND INSTALL ALL ASSOCIATED, CONTROLS, PROVIDE AND INSTALL WHOLE HOUSE AIR PURIFICATION/DUST 42' A.F.F. U.O.N. IN GROUND FLOOR SPACE TO NEW SANITARY SYSTEM. CONVENTIONAL GAS BOILERS (2) BOSCH - MODEL TBD WIRING, PLUMBING, MANIFOLDS AND ASSOCIATED REMOVAL SYSTEM -APRILAIRE 2213 120V RECESSED DEDICATED WALL OUTLET PROVIDE AND INSTALL ALL ASSOCIATED, PARTS. COORDINATE WITH EQUIPMENT REQUIREMENTS CONTROLS, WIRING, PLUMBING, MANIFOLDS, LP CONDENSERS (2) WEIL MCLAIN AQUA PLUS 85 PROVIDE AND INSTALL WHOLE HOUSE CENTRAL VACUUM SYSTEM ]:::-L 120V RECESSED DUPLEX WALL OUTLET PROVIDE AND INSTALL NEW 1000 GAL UNDERGROUND MOUNTED @ 15" A.F.F. U.O.N. PROPANE TANK AT LOCATION SHOWN AND ALL CONVERSION, SIDE WALL VENTING AND OUT DOOR 13 SEER CARRIER ACR CONDENSER ASSOCIATED PIPING,VALVES, REGULATORS TO CONNECT TEMP RESET CONTROL AND ASSOCIATED PARTS. UNITS - NO. OF CONDENSERS: AS BATHROOM EXHAUST FANS PROVIDE AND INSTALL 20 KW GENERATOR ON CONCRETE PAD i2E: 120V RECESSED DUPLEX WALL OUTLET TO RESIDENCE. ALLOW CONTROL FOR 3 ZONES. REQUIRED FAN TECH - MODEL FG SERIES- DUCTED TO OUTSIDE WITH AUTOMATIC TRANSFER SWITCH. MOUNTED @ 42" A.F.F. U.O.N. $ 120V RECESSED DUPLEX WALL OUTLET GFI MOUNTED @ 15" A.F.F. U.O.N. 12E 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. FS FS \ .. / - 0 120V RECESSED DUPLEX FLOOR OUTLET � . . . . . . . . . . . .�. . . a- NEW WALL MTD. JUNCTION BOX . $ SWITCH . . . . . BAT I I I - INFINITYDRAIN $3 3 WAY SWITCH -—___- . . . . . . - -- - - --- 115 $o DIMMER SWITCH / / ! - . . . . JUDITH B ITH . JAMB SWITCH U 116 . . . . . . M $ i. . FS I . . . . . © CEILING FAN CONTROL ) PROVIDE POND GFI _. -. Tv CABLE TV OUTLET BY OTHERS DRAIN. PIPED I � t! �. Q THERMOSTAT _ TO YWELL - — — — — - . . . . . . . . . . . . . . . . . . . . . . . .' . . . - - - DR \ . . . - . . . . . . . . . . . . . . . . . . . . . . . EF EXHAUST FAN CONTROL � � I . _ � > CLOSETI O STEREO LOUDSPEAKER WIRE TERMINATION POINT / HWR COORDINATE HEIGHTS WITH ARCHITECT L 119 I - ® NEW 400 AMP SERVICE PANEL \ T JUDITH BEDROOM. . . 104. .. . . . . . . o NEW HARD WIRED DOOR BELL MTD @ 42" A.F.F. \ _ GFI _ - o JUDITH CLOSET _ _ NEW BATHROOM EXHAUST FAN GARAGE � GFI - LOCATIONS FOR CLIENT APPROVAL BEFORE INSTALLATION t NOTE: CONTRACTOR TO MARK OUT ALL ELECTRICAL DEVICE AU D Y � 114 MECHANICAL SYMBOL LEGEND - - �FS . . . I . . . . . . . . . . . 4,CONC. PAD ON ISOLATION DAMPERS EE� SUPPLY GRILL - - - _ .\•. . . . . . .':' RETURN GRILL - . . AC CONDENSERS HALL / / Q THERMOSTAT I ! FS � I I 0 0 117 STAIR - - - HWS HIGH WALL SUPPLY x -- � . . . . LWS LOW WALL SUPPLY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CS CEILING SUPPLY FS FS . FS FLOOR SUPPLY F FOY R .'. . . . . . . . . . : : . : : HwR. . . �� . . . HWR HIGH WALL RETURN - .; .;. . . . . . . . . . .. . . . . . . . . . .100 E . . .C TV'. CR CEILING RETURN i — — — �. RII Li AREA OF IN FLOOR RADIANT HEATING — — - - — — f�ECL C 111 . . . 110. ¢ L . . . . . . . . _ PROVIDE GAS ACCESS - MUDRO�,M — �I . PANEL PER MECH SPECS _ - ---- 118 - INFINITY DRAIN AC Y. BATH HWR `T ACHY CLOSET GAS PHANTOM S - - - - � HALL � . . . . PROVIDE POWER FOR // \ / G.. R 1 6 . LIMN OOM 102 107 - SUB-CONTRACTOR - `• 120 . . . _� .'.'. . . G S FS . . OWNER RETAINED �s D E ni DINING ROOM . n FI REF. Z.I 101 . - . I �- � - OVEN REF. ' � GFI RII I i — -- —_ —_ — . . . . - - - 1 - - - . . . . . . -- . . . . . . . . . u . . . . . HWR . . .HWR AND SH U T HARD PIPEE GAS AS LINE N � VALVE Ij ;- TO OUTDOOR GRI FS . . . . . . . . . FS FS . . � . LL ACHY BEDROOM-. . - . . . . . . . . . . �. . . . . . . . . . E . . . . . . . . . . . 108 - - - I . . . . . . . . . . . . . -- I I 1 El El .GFI O O - i GAS - w - - O w 04BED = X 60"W X 80"L . I i - . . I S GFI I o . . . . . _ OUT[�OOR � � _ m III N I II I I I I I L SHOWER I _ PHANTOM SCREEN: PHANTOM SCREEN: PROVIDE POWER FOR PROVIDE POWER FOR � N X OWNER RETAINED F OWNER RETAINED o CONTRACTOR - \/ - \ SUB ❑ - SUB-CONTRACTOR M - v . . . . . . . . . . . . Q 1r p A 1 95 r I - -- - ❑ - - DESK S i DWI DW - - B,�W O,D 6 X3 GFI GFI -- - - ' � I BASEMENT POWER AND MECHANICAL PLAN I SCALE:1/4"=V-0" r u 7, 1 BERGDESGN YRESIDENCE FIRST FLOOR POWER AND MECHANICAL PLAN ARCH T E CT U R E 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tei: 917 328 3905 965 EDWARDS LANE ORIENT NY 11957 DESIGN DEVELOPMENT I SEP 21, 2016 DATE: DEC 01 , 2016 > > DESIGN DEVELOPMENT II OCT 05, 2016 SCALE: AS NOTED PERMIT SET OCT 14, 2016 NOT FOR CONSTRUCTION PROGRESS PRINT NOV 16, 2016 REF NO: 192 PERMIT SET- REVISION#1 NOV 23,2016 PERMIT SET- REVISION#2 DEC 01, 2016 CHIMNEY BEYOND STANDING SEAM METAL ROOF - STANDING SEAM METAL ROOF OILT.O.ROOF - - -- - - - - - - - - - - - - - - - ..-- _ -- - - - - - - - - - - - - - - - - - - - - - -- - — - - - - - i/ BOX GUTTER TO MATCH STANDING SEAM ROOFING METAL FASCIA TO MATCH T.O.ROOF DOWNSPOUT jj - - STANDING SEAM METAL ROOF ... ................................................................. ................ .................................................................................. - - - - - - - — - B.M. 4'-7 1/2" 11 M. \'............... } i I ..... .'.'.'.'.'.'.'.... .'.'. ...'.'.'.'.'.'.'.'. ........... .'. '............................... .....................'.'.'.....'.'..'..... .'.... ..... .......................................................... ..... ....... ........ \'........ .............................................................................................. ................................ ".'.'.'.. '...'.'.'.. ............ ......... ..... .............'...... ..'. ...... .......\....... .............................................................................................. .................... CEILING .'...'.'....... ......................... - ... •.'.'.'.'.'.'.'...' ....... ... :':': ...:...:.:....... ; ........: 09L .. .. B.M.11'-0" ........I................. .............. . .'.'.' ....... ..........:... ........ :.'.'::...:......:................. . .... - - - - - . .... ..... ... ' .. -- EIFS ..'...... ..'...'.'.'...'.'.'.'. - --- _ _ ....................... ..... ....................... '.. '... .... ................. . ........... .... .... ...I.............. .. ............................... .... ... ..... ............. - - - - - .... .. ........... - - --- .................................. - - - - - - - --� - - - - - - - - ............. .... --- .'.'.....'.'................ - - .... .............. ..... ...''.'.'.. '.. .'.'.'.'...........'.'.'.'.'.'. ............. '.'...... .. .'.'...... .............:........... .............................. ................................ ....... ...... .. ............. .........'.'. .................................. .......'.'... ................. . ..... ...... .............. .. .................................. ......... ..... ....... ............ .... .' ................'.'.'.'.'.'.'.'.'.'..... ... ................................ ........... .............. 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SCALE:1/4"=1'-0" STANDING SEAM STANDING SEAM CHIMNEY BEYOND METAL ROOF METAL ROOF OIL T.O.ROOF B.M. 19'_4" - - - - - - - - - - - - - - - - - - - - - - - • BOX GUTTER TO METAL FASCIA TO MATCH STANDING SEAM ROOFING MATCH STANDING T.O. ROOF SEAM METAL ROOF B.M. 14'-7112" - DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT \ I i' II METAL FASCIA TOBOX GUTTER TO —=- - - MATCH STANDING - - -- - MATCH STANDING SEAM METAL ROOF -- SEAM ROOFING � I 36" HIGH S.S. CABLE RAILING _ _ ® R.C. RETAINING - • • • FIRST FLOOR ELEV.+3T-0" _ -'� - 1 - - - - \,- - \ / WALL09L I- — PTD.AZEK CLAD \� EIFS BEYOND IMPACT RESISTANT EIFS COLUMN CLAD \�— EIFS SOUTH ELEVATION COLUMN WINDOWS& DOORS TO MATCH METAL 2 SCALE:1/4"=1'-0" (T�'P•) nil s� BERGDES G YAHALOM RESIDENCE ELEVATIONS ARCH T E CT U R E 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tei: 917 328 3905 DESIGN DEVELOPMENT I SEP 21, 2016 DATE: DEC 01, 2016 965 E DWAR DS LANE, ORIENT, NY 11957 DESIGN DEVELOPMENT II OCT 05,2016 PERMIT SET OCT 14,2016 SCALE: AS NOTED A08 NOT FOR CONSTRUCTION PROGRESS PRINT NOV 16,2016 REF NO: 192 PERMIT SET- REVISION#1 NOV 23,2016 PERMIT SET- REVISION#2 DEC 01,2016 OIL T.O. ROOF - - - - - - - - - - - - - - - - - - - - - - - - - - - -B.M. 19'-4" SCUPPER& SCUPPER& DOWNSPOUT DOWNSPOUT GLASS GARAGE T.O.ROOF DOOR METAL WALL TO MATCH-STANDING- - - - - B.M. 14'-7 1/2" SEAM ROOFING ......................... ........... ........................... ................... .............. .... ............................................................................................... ............................ ........... ......... ...........I...........................................................I............................ .................................................................................................... ..... ....... ....... ........... . ........ .... .............I...............I.........I............................................................ .......................................I...... .. ..... . ..... .. ................... ..... ..... ..... ....... ............................... ... \ .... ... .............. ............................................ EIFS . .. . . .. .......... .... .. .. ... .. .. ... ----- .. .. ...... ............. \ .......................... ............ ...... ........ ........ .. .... . ............ .... ... ....... .. .. .. .............. ........ . .. ... . ... ..... ..... . ....... .. ... ... ....................... .. .. ..... .. ...... ................... ...... .... .................. .. . . ................. / ---- -- ..... .. .. .. .. .... .............. ........ ........ .. . . .. .. . ..... ........................ ............. ... .. ............... .............I... ...... ........ ................................ ................. ................. ...... .. .. ...... .. ...... .................... .. ........ . ........ IMPACT RESISTANT . .. ................................... .. ............................ .. / WINDOWS & DOORS ................. .... .................. . ............................ ; .................................. .. ........ I............... .. ........................ ............. FIRST FLOOR ELEV.+37'-0" .. ........... .... ................... .................................... ..... ................ ........ - . .. ... ... ....... .. .... ...... ............. ........... ......... .. ... ...... ................... ................ -- - - - - -B.M.0'-0" EAST ELEVATION CHIMNEY BEYOND T.O. ROOF B.M. 19'-4" - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- SCUPPER& SCUPPER& METAL WALL BEYOND \ DOWNSPOUT DOWNSPOUT - - TO MATCH STANDING � - - T.O.ROOF SEAM ROOF A., B.M.14'-7 1/2" --- - - - . . . . . . . . . . . . . . . . . . . . . . . . . . DOWNSPOUT IMPACT RESISTANT WINDOWS &DOORS (TYP.) -- _ :.:::.:: is F RST FLOOR ELEV.+37'-0" B.M.0'-0" -- - - - I - - - - - 36" HIGH S.S. CABLE RAILING EIFS R.C.RETAINING WALL WEST ELEVATION SCALE:1/4'=1'-0" BASEMENT B.M.-10'-4" - - - - - - - - - - - - - - - - - - - D ® 1 BERGDES G YAHALOM RESIDENCE ELEVATIONS ARCH T E CT U R E 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I SEP 21, 2016 DATE: DEC 01, 2016 965 EDWARDS LANE, ORIENT, NY 11957 DESIGN DEVELOPMENT II OCT 05,2016 SCALE: AS NOTED PERMIT SET OCT 14,2016 A09 PROGRESS PRINT NOV 16,2016 REF NO: 192 NOT FOR CONSTRUCTION PERMIT SET- REVISION#1 NOV 23,2016 PERMIT SET- REVISION#2 DEC 01, 2016 METAL CLAD STANDING SEAM METAL ROOF — STANDING SEAM METAL ROOF CHIMNEY T.O.ROOF - - - - - - - - -- - - - - - - B.M. 19'-4" TYPICAL FLAT ROOF CONSTRUCTION: SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION - BOX GUTTER TO MATCH 3/4" PLYWOOD SHEATHING STANDING SEAM METAL ROOFING TJI ROOF RAFTERS w/R-38 INSULATION 5/8"GWB INTERIOR FINISH METAL FASCIA I T.O.ROOF — — — i B.M. 14--71/2" i I i I IM ACT�RESI TAN OIL I T.O.ROOF JOISTS � --� ._..,.� ,- ----- - - _ . . �_��_�..-----�--___�_..,..._ vim--_ .�.._...._ ��_. � ., -:-_..__ ,,-_ : WINDOWS& DOORS �� � _ .._�::..�; B.M.13--01/2" if� 11 7/8"TJI JOISTS @ 16" O.C. 11 7/8"TJI JOISTS @ 16 O.C. 11 7/8 TJI JOISTS @ 16 O.C. 11 7/8"TJI JOISTS @ 16 O.C. CEILING — — — — — -- — --- — ._ -- — --� —B.M.11'-0" _ �1 \ METAL FASCIA CLOSET BEDROOM LAUNDRY GARAGE \ ® TYPICAL WALL CONSTRUCTION. OPEN TO ACRYLIC EIFS BEYOND DRAINAGE EPS INSULATION BOARD 30LB BUILDING FELT A 3/4" PLYWOOD SHEATHING 2X6 MINIMUM FRAMED EXTERIOR WALLS w/R-19 INSULATION } 5/8"GWB ON INTERIOR FIRST FLOOR ELEV.+37'-0" B.M.0'-0" ---------- - — -- — — ---- — - — — — — I— — 14"TJI's @ 16"O.C. 14"TJI's @ 16"O.C. - / KOI POND-NOT TO SIDELIGHT BY \ / \ / - -- - - / ` �`/�\ %/ `. /�A/ GRADE: // / /i ) / ' / ' / /. / / \/` \\" \� \� EXCEED 18" IN DEPTH \ \ \ \\ \ '�\i\\ \' \ \ \\\. \\/\ /\�i\\'` \' /\ i GRADE: ` \ t36,-07 ; / PIVOT DOOR CO. / ` ;\ \ % ` \ \\ `\ \j j i\ / \, \ j' \\ \ \, \\` \ \ \ \ IX/ FRONT DOOR BY \ ,\\ \ \ \\ \\ PIVOT DOOR CO. \\ TYPICAL FOUNDATION WALL CONSTRUCTION: STORAGE: STORAGE: %'//' \ /;' / / / - / / / i /% / / \ STORAGE: / / \, //: / / \/ PAVERS OVER , / �i\ / / ' 10 POURED CONCRETE WALL KEYED TO A CONCRETE FOOTING ' / \ BEARING WALL \ / X. / , \ / !\ /' / \/ \/\. /\ �� \\ /'`\� \ �, � . /. \\- \ UNFINISHED UNFINISHED \ \ \ \ \\;.\ PREPARED SUB ,, \\\ ;, \` \' \ UNFINISHED \; \ \ \. \ REINFORCED w/CONTINUOUS REBARS PER S-DWGS \/ \ . \/ i �' \ / \\\ �\ \ \\/\ /\ \ BASE '/�/ / /RIGID INSULATION R-7.5 / /\\' �/\ . \\' \\%\\� \� `5/8"GWB ON INTERIOR OIL BASEMENT FLOOR \/' B.M.-10-4" \; \' SECTION 1 SCALE:1/4"=1'-0" METAL CLAD STANDING SEAM METAL ROOF CHIMNEY T.O.ROOF B.M. 19'-4^ - - - - - - - - - - - - - - - -----'i-- - � � - - -- n- - -- - -- - - STANDING SEAM METAL ROOF- - - - - - - - - - - - TYPICAL FLAT ROOF CONSTRUCTION: 1 SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION � TYPICAL SLOPED ROOF CONSTRUCTION: 3/4" PLYWOOD SHEATHING - STANDING SEAM METAL ROOF TJI ROOF RAFTERS w/R-38 INSULATION _- SYNTHETIC ROOFING UNDERLAYMENT OVER 3/4" PLYWOOD SHEATHING I I 12"TJI RAFTERS w/ 5/8 GWB INTERIOR FINISH �! 11 7/8"TJI's @ 16"O.C. 5/8" GWB ON INTERIORS INSULATION OILT.O. ROOF ,f B.M.14'-71/2" — — — — I i - - -- — - — — — — I ' - @- -- 11 7/8"TJI's @ 16"O.C. - 11 7/8"TJI's ♦ 11 7/8' TJ I's 16 O.C. f CEILING B.M. 11'-0" " IMPACT RESISTANT - - WINDOWS& DOORS (TYP.) -- - / METAL FASCIA EIFS LIVING DINING OPEN TO BEDROOM STAIR ROOM ROOM BEYOND GARAGE ® - TYPICAL WALL CONSTRUCTION: i ACRYLIC EIFS DRAINAGE EPS INSULATION BOARD 30LB BUILDING FELT 3/4" PLYWOOD SHEATHING - R.C. RET.WALL W/ - --I f 2X6 MINIMUM FRAMED EXTERIOR WALLS w/R-19 INSULATION STUCCO IFINISH 5/8"GWB ON INTERIOR OIL FIRST FLOOR ELEV.+37'-0"B.M.0'-0" a i /� - ---- I — - — — — — — — — " - 14 TJI's @ 16 O.C. r' 14 TJI's @ 16 O.C. � f 14 TJI's @ 16 O.C. %�' >\\ \: \��\ \�\ �\ �� GRADE:, \ \ \ ` \/ \ - '' \ �- ® \/'\\TYPICAL FOUNDATION WALL CONSTRUCTION: WOOD FRAMED/ �- STORAGE: STORAGE: j I � \ �;;,/ - � \/,�\ „ STAIR / \ ' BEARING WALL L 10 POURED CONCRETE WALL KEYED TO A CONCRETE FOOTING UNFINISHED UNFINISHED 1 \ \/;\! PER S-DWGS \\/\\ REINFORCED w/CONTINUOUS REBARS \ /\ ' RIGID INSULATION R-7.5 \ \\ \ \ \/� GRAVEL ON \ �. 5/8' GWB ON INTERIOR AGGREGATE ./ BEARING WALL BASE`/ PER S-DWGS OIL BASEMENT FLOOR / \\' B.M.-10'-4" xx � 2 SECTION SCALE:1/4"—1'-0" BERGDES GN YAHALOM RESIDENCE SECTIONS ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I SEP 21, 2016 DATE: DEC 01 , 2016 965 EDWARDS LANE, ORIENT, NY 11957 DESIGN DEVELOPMENT II OCT 05,2016 SCALE: AS NOTED PERMIT SET OCT 14, 2016 NOV 16, 2016 NOT FOR CONSTRUCTION PERMPROGIT SET P RESSIEVISION NT #1 NOV 23,2016 REF NO: 192 PERMIT SET- REVISION#2 DEC 01, 2016 TYPICAL PITCHED ROOF CONSTRUCTION: -- STANDING SEAM METAL ROOF — STANDING SEAM STANDING SEAM -- METAL CLAD SYNTHETIC ROOFING UNDERLAYMENT OVER 3/4"PLYWOOD SHEATHING METAL ROOF METAL ROOF CHIMNEY 12"TJI RAFTERS w/R-38 INSULATION jgk T.O.ROOF 5/8"GWB ON INTERIOR TYPICAL WALL CONSTRUCTION: _ - - - - - -- - - — - - — - - - - - B.M.19'-4° - - - - - ACRYLIC EIFS - - - - - - - - - - - - DRAINAGE EPS INSULATION BOARD 30 LB BUILDING FELT � I 3/4" PLYWOOD SHEATHING 2X6 MINIMUM FRAMED EXTERIOR WALLS w/R-19 INSULATION SCUPPER& 5/8" GWB ON INTERIOR DOWNSPOUT T.O.ROOF _ _ _ - - - r - -R - - - - 1 - - - - -- - B.M.14'-71/2" - - 11 7/8"TJI's 16 O.C. 1 7/8"TJI's f� ll u u u @u u M � A � - -- - _ -- - -- f --� �- - - -11 7/8"TJI's @ 16"O.C. � @ 16"O C � 11 7/8"LLTJI's@16"O.C. CEILING - - - - - - - - - - - - - - - - - - - - -- - - - - - - — - - - - B.M. 11'-0" rROOF - SINGLE PLY ROOFMEM MEMBRANE OVER TAPERED INSULATION '�' EXT.CEILING B.M.10'-0 3/4" PLYWOOD SHEATHING TJI ROOF RAFTERS w/R-38 INSULATION I - 5/8"GWB INTERIOR FINISH i TILED - - KITCHEN BEDROOM BACKSPLASH EIFS —' EIFS --7 OUTDOOR - -- KITCHEN CABINETS -- — — " 36" HIGHS. FIRST FLOOR ELEV. 3T-0" - - CABLE RAILING B.M.0'-0" I_ I � 14 TJI's @ 16 O.C. 14 TJI's @ 16 O.C. // / / \ \ \ '\ \ \ \ \ \ \ \\ \ \ \ \\ / i / , / / . ..\ \ / \\ \/ \ \ ,\/ \ \ / - L \ \R.C\ \,\ \/ \\j\/ \ \\\ \\\\ \ \\\\\ \\ \ \ \. \\\\\\ PAVERS OVER \ \\\ \., \/ \\\\ \ PAVERS OVER \ \\ \ \IMPACT RESISTANT /.\\\\ \ \ \ / \ \\ PREPARED SUB BASE/� ' / ,\' \ / \//\i PREPARED SUB' \/i \/ /\\ WINDOWS &DOORS \/ \ ° el \�, / \ \\ \. '.'\�/\\ \' ' %• \/ / /.\ % \j / /// / BASE '�\\ \ P.) \ TYPICAL FOUNDATION WALL CONSTRUCTION: ®' \/' x7- \>> \ / / 10 POURED CONCRETE WALL KEYED TO A CONCRETE FOOTING /\"/. \\\\ , \%' .\\\\`\/' /\\ \.' \ , \\ \ \\\\ ,\ \\,\\\ OPEN TO STORAGE: \ , \ \ ;\ \;\, \/ \ , ' \. \ \. \ \ \ \ \ \ \ \/\ \\ REINFORCED w/CONTINUOUS REBARS j \ % i BEYOND \\\� ' ',; / /' \\\//\ , '\ /\ \ \ \ '/,, /\ �\ / STORAGE: RIGID INSULATION R-7.5 \ '\\\/\ i UNFINISHED UNFINISHEDWOOD FRAMED �i \� 5/8"GWB ON INTERIOR/'N\\\\ \ .\\�\ \\\\i \\ \, \\\\ \\\\' \\ \\ / / 'j\ / - \ % \ / \ / EXTERIOR STAIR \\ BASEMENT FLOOR - - - - - - - - - ' \�j\," \\ \ \ - - - - - - - - - - \j ----- - `' 'j�'` \ i B.M.-10'-4" \/, - /\ •• . \ 1 SECTION I TYPICAL FLAT ROOF CONSTRUCTION: SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION TYPICAL SLOPED ROOF CONSTRUCTION: 3/4"PLYWOOD SHEATHING STANDING SEAM METAL ROOF TJI ROOF RAFTERS w/R-38 INSULATION SYNTHETIC ROOFING UNDERLAYMENT OVER 3/4" PLYWOOD SHEATHING TYPICAL WALL CONSTRUCTION: 5/8"GWB INTERIOR FINISH 12"TJI RAFTERS w/R-38 INSULATION ACRYLIC EIFS 5/8" GWB ON INTERIOR DRAINAGE EPSINSULATION 30LB BUILDING FELT pl, - - -- - - ' T.O. ROOF09L _ _ _ _ _ _ - _ 11 7/8"TJI's @ 16"O.C. B.M.14'-71/2" 3/4 PLYWOOD SHEATHING— - : — -- — — — — — — 2X6 MINIMUM FRAMED EXTERIOR WALLS w/R-19 INSULATION - - — - -- __-_ DOWNSPOUT 5/8'GWB ON INTERIOR I _.� .__ _- ------- -- - --- --- -_ -- —----- -- -- --- n @ " x - -- - -- --- --- ---- - _ 11 7/8"TJI's 16"O.C. - --- I !'; 11 7/8"TJI's @ 16"O.C. @ 11 7/8 TJI's 16 O.C. L -- CEILING _ - u ll B.M. 11'-0" - t -- - POCKET FOR ROLL DOWN SCREEN i— IMPACT RESISTANT /. WINDOWS& DOORS ROLL DOWN TYP. S EN - INSECT SCREEN OPEN TO ♦ M DR M LIVING U 00 CLOSET BATHR OM BEYOND , \' ROOM li,, — EIFS EIFS -- !/ '� FOYER U L RA D GAS \ APPLIANCE INSTALL \!\, A PER MNFR. PECS 36 HIGH S.S. FIRST FLOOR ELEV.+37'-0" LIL CABLE RAILING I ' B.M.0'-0" 14"TJI's @ 16"O.C. -- - --- -- ( - ---14"TJI's =@ 16"O.C. -- - = - 14"TJI's @ 16"O.C. - ------ _- - — -- \ NEW GRADE: +36'-4" — - --- i. ;/ / \ . . \<•.• +36'-2 . \ /\ / v / \ + \ \\ ' \ \ \./\\\\.��� \�/\\ '\ /�\ - /\.// \ EXISTING GRADE: 35'-0" EXISTING GRADE: +35'-0" \ \\ / /\/' \•./ / / '; BEARING WALL \ \\ �' BEARING WALL '\ PER S-DWGS \ PER S-DWGS /,- \ \\ i \/\ .\ \ . ` \\ / \ / /. \ OPEN TO UNFINISHED / \ \ \\ \ \ \\ \ \\ \ \i\\ \/ \\ STORAGE: ( STORAGE: / \\, RET.WALL / \ \\\ ,/. BEYOND UNFINISHED BASEMENT UNFINISHED /\\ TYPICAL FOUNDATION WALL CONSTRUCTION: \ •' 10" POURED CONCRETE WALL KEYED TO A CONCRETE FOOTING \ \/,/ : \ `LjL—l� x �' REINFORCED w/CONTINUOUS REBARS \� \ /\ \ \�\\;\/ \, \ \ \ RIGID INSULATION R-7.5;';.,; /\\j\/° ' ' BASEMENT FLOOR 5/8" GWB ON INTERIORjdk B.M.-10'-4" / \� ,� \`\\ - //� ° ,i / ./ i / •$.CO,S,. ;Ss,/.''';:kis>.•2:r r'{s��. ' \/Zz / 2 SECTION Ll T7 SCALE:1/4"=1'-0" ,\X BERGDES GN YAHALOM RESIDENCE SECTIONS ARCHITECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 91 7 328 3905 DESIGN DEVELOPMENT I SEP 21, 2016 DATE: DEC 01 2016 965 EDWARDS LANE, ORIENT, NY 11957 DESIGN DEVELOPMENT II OCT 05,2016 SCALE: AS NOTED PERMIT SET OCT 14, 2016 PROGNT NOV 16,2016 NOT FOR CONSTRUCTION PERMIT SETESS - REVISION#1 NOV 23,2016 REF NO: 192 PERMIT SET- REVISION#2 DEC 01,2016 METAL CLAD CHIMNEY -T.O.ROOF _ B.M. 19'4" TYPICAL FLAT ROOF CONSTRUCTION: SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION 3/4" PLYWOOD SHEATHING METAL WALL BEYOND TJI ROOF RAFTERS w/R-38 INSULATION TO MATCH STANDING 5/8"GWB INTERIOR FINISH OIL T.O.ROOF SEAM ROOF B.M. 14'-71/2" 1 7/8"TJI's @ 16"O.C. OIL CEILING B.M.11'-Ott TYPICAL WALL CONSTRUCTION: - ACRYLIC EIFS DRAINAGE EPS INSULATION BOARD 30LB BUILDING FELT 3/4" PLYWOOD SHEATHING DOWNSPOUT / 2X6 MINIMUM FRAMED EXTERIOR WALLS w/R-19 It EIFS — EIFS — 5/8"GWB ON INTERIOR IMPACT RESISTANT -- /`/ CLOSET WINDOWS&DOORS (TYP.) -- -- D FIRST FLOOR ELEV.+37'-0" � r B.M.0'-0" 14"TJ I's @ 16"O.C. j��� NEW GRADE: +36' 3" / \ / t o v xx ' / EXISTING GRADE: +3 TYPICAL FOUNDATION WALL CONSTRUCTION: 10 POURED CONCRETE WALL KEYED TO A RET.WALL/ / ' STORAGE: / // CONCRETE FOOTING REINFORCED w/ \ WOOD FRAMED UNFINISHED \ ` \CONTINUOUS REBARS - RIGID INSULATION R-7.5 STAIR \/\ \ ' \' 5/8" GWB ON INTERIOR BASEMENT FLOOR B.M. 10'4t / �Y UN—!,•,..:.,,nt,;,Y,ma rC; 4,�? .,W. .,,;.».:F r.wY..'',=,;':9b"*.',,..'F<:a4•;.,,.a,+�S-l.tin,"`{n+.',c.v$u�. a:+ y ,t +t� •:,'.,,,,t,. • , GRAVEL BALLAST@ \ \ \ \;N \ \ \ ;BASE OF AREAWAY \\ . /�\ • SECTION 1 SCALE:1/4"=1'-0" METAL CLAD CHIMNEY T.O.ROOF B.M. 19'4" — — — METAL WALL BEYOND — — — — — — - — — — — — — — -- — — — — — — — — TYPICAL ROOF CONSTRUCTION: SINGLE PLY ROOF MEMBRANE OVER TAPERED IN TO MATCH STANDING SEAM ROOF � 3/4"PLYWOOD SHEATHING TJI ROOF RAFTERS w/R-38 INSULATION T.O.ROOF 5/8"GWB INTERIOR FINISH B.M.14--71/2" L T.O.ROOF JOISTS --- -- --- 11 7/8"T,JI's @ t O.C. - B.M.13'-0 1/2" — — — t CEILING B.M. 11'-0" - 0q� TYPICAL WALL CONSTRUCTION: uyp yVl ACRYLIC EIFS --- DRAINAGE EPS INSULATION BOARD 30LB BUILDING FELT 3/4" PLYWOOD SHEATHING 2X6 MINIMUM FRAMED EXTERIOR WALLS w/R-19 II 5/8"GWB ON INTERIOR BEDROOM CLOSET BEDROOM BATHROOM FIRST FLOOR ELEV.+37'-0" ' B.M.0'-0" + " -- - — - ., , ;� �• \ \; t 14 TJI s @ 16"O.C. NEW GRADE: 36-3" \ � EXISTING GRADE• +36'-0" \ / i'\� IMPACT RESISTANT WINDOWS &DOORS(TYP EXISTING'GRADE: +33'-6" \ TYPICAL FOUNDATION WALL CONSTRUCTION: 10" POURED CONCRETE WALL KEYED TO A STORAGE: STORAGE: X " CONCRETE FOOTING REINFORCED w/ UNFINISHED MECHANICAL UNFINISHED / CONTINUOUS REBARS RIGID INSULATION R-7.5 \\,\\ ' \; 5/8 GWB ON INTERIOR j ,X \X// OIL BASEMENT FLOOR B.M.-10'4" SECTION 2 SCALE:1/4"=1'-0" YAHALOM RESIDENCEBERGDES GN SECTIONS ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I SEP 21, 2016 DATE: DEC 01, 2016 965 EDWARDS LANE, ORIENT, NY 11957 DESIGN DEVELOPMENT II OCT 05, 2016 SCALE: AS NOTED PERMIT SET OCT 14, 2016 PROGRINT NOV 16, 2016 NOT FOR CONSTRUCTION PERMIT SET ESSP REVISION#1 NOV 23,2016 REF NO: 192 PERMIT SET- REVISION#2 DEC 01, 2016 T.O.ROOF B.M. 19'-4" TYPICAL SLOPED ROOF CONSTRUCTION: STANDING SEAM METAL ROOF SYNTHETIC ROOFING UNDERLAYMENT OVER 3/4"PLYWOOD SHEATHING 12"TJI RAFTERS w/R-38 INSULATION 5/8"GWB ON INTERIOR T.O.ROOF e / 8 TJ% - -- - B.M. 14'-71/2" TYPICAL WALL CONSTRUCTION:ACRYLIC EIFS@16 G @\C. DRAINAGE EPS INSULATION BOARD O 30LB BUILDING FELT 3/4" PLYWOOD SHEATHING t \� 2X6 MINIMUM FRAMED EXTERIOR WALLS w/R-19 INSULATION `t O �' - STEEL BEAM PER 5/8" GWB ON INTERIOR STRUCTURAL DWGS �1I ........... ROLL DOWN INSECT SCREEN DOWNSPOUT _ I L— EIFS -7 o o OPEN TO OPEN TO EIFS BEYOND BEYOND IMPACT RESISTANT WINDOWS&DOORS (TYP.) _ .. FIRST FLOOR ELEV.+37'-0" _ B.M.0'-0" ,. 1 - _ _=- ---------- --- ,/ ,°/ /;' / 14"TJI's @ 16"O.C. ................. - ,\ ;,\/\\/ ; /\/ii'`i .%/ /'-% -%\'%%\'% / !% /' '/ // \/</ / . ` NEW GRADE.+36-3 - EX SI TING GRADE: +36 \ \ \ \ \ \ \ \ \\ \ \ \ \ • � \TYPICAL FOUNDATION WALL CONSTRUCTION: \/ \ /� CONTOINURED UOUS REBARS CONCRETE WALL KEYED TO A CONCRETE FOOTING REINFORCED w/ \\, EXISTING \N\ X\\ \ •�RIGID INSULATION R-7.5 \` \ \�' \` \ \ \ \ \ a \ '`\ 5/8 GWB ON INTERIOR \�\�'\�\:! \ / \/:'//\-'/ ','� \' STORAGE: UNFINISHED \ \'; .\\ \ \\\ \\\ BASEMENT FLOOR /� ,\ / / " /, \ ` \ B.M.-10'-4" 1 SECTION SCALE:1/4"=1'-0" T.O. ROOF — — — — — — — — — — — — — — -- -- — — — — — -- — — — — — —B.M. 19'-4" TYPICAL ROOF CONSTRUCTION: STANDING SEAM METAL ROOF \ , SYNTHETIC ROOFING UNDERLAYMENT OVER 3/4" PLYWOOD SHEATHING 12"TJI RAFTERS w/R-38 INSULATION \ G.% / - PSL BEAM PER 5/8"GWB ON INTERIOR \ %�6' ' STRUCTURAL DWGS T.O.ROOF \ r� B.M.14'-7 1/2„ . .. G ;���36 — DOWNSPOUT ..... UTTER TO MATCH .... ....... a�� / ... X GUTTER TO STANDING SEAM 36 METAL ROOFING .. 0 @ oTCH ROOFING SCUPPER& ..... ..... j U ............ O ' DOWNSPOUT METAL FASCIA - METAL FASCIA ROLL DOWN . . .. . INSECT SCREEN ....... ........ OUTDOOR \. KITCHEN \ COLUMN CLAD TO .... ....... j. .... .. \ \ MATCH STANDING . ... ... .. . ...... .. SEAM METAL ROOF EIFS � _-- EIFS � ........... .. ... .. .. .. i DOWNSPOUT I) BEYOND .................. . . IMPACT RESISTANT .. ........... .. .. ....... WS& DOORS ......... ............ / FIRST FLOOR ELEV.+3T-0" ..... ..... — — — — — — -- — — — — — X\ /\\ /' / \/\��\��\ \/\\�� /\, \\ / \\ / \' POOL \ \ R.C. FOOTING \\'' \\' /. \ \' \/,\\\\ \ /" /\ 77 SECTION X / / / SCALE:1/4" 1'-0" \\ \ \\ \ \\ \\\\ \ \ \ \\ \ \ \ \ \ \ \ \\, \'\ \ \ \ \ OIL T.O. ROOF — — — — — — — — — — — — — — — — — — — — — — — —B.M.19'4" TYPICAL FLAT ROOF CONSTRUCTION: TYPICAL SLOPED ROOF CONSTRUCTION: SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION STANDING SEAM METAL ROOF 3/4" PLYWOOD SHEATHING SYNTHETIC ROOFING UNDERLAYMENT OVER 3/4" PLYWOOD SHEATHING j/ TJI ROOF RAFTERS58" GWB INTERIORFINION ISH 12"TJI RAFTERS 5 8"GWB ONINTERIOR ULATION T.O. ROOF B.M.14'-71/2" I� _ ----- -- 8„rJ/3 MATCH ROOFING BOX GUTTER TO ... . �- i 11 7/8”TJI's @ 16"O.C. - -\ J j 6�@ 16„ C - CEILING i i B.M. 11'-0" -.-. ."_... i< -- METAL FASCIA A .......... ... . .... ROLL DOWN .. . ........ INSECT SCREEN Y ... EIFS \ t \� EIF . GARAGE / i S -. / ' ... DOWNSPOUT ..... . . . ............ ..... . / / FIRST FLOOR ELEV.+37'-0" / . .. ................ ....... \ - .. .. IMPACT RESISTANT B.M.0--0-- \ .. i ........ WINDOWS&DOORS ........................... � GARAGE FLOOR — — - — — —. — — —.. ' — \\ \\\\. .� \\ \\ i \\ /, \/ \` `� \, \ , TYPICAL WALL CONSTRUCTION: \\\ X., \// //�, / /// ////% / //.//i� // ///: /i: '/ /.///\/ /i\// \�/i.//j\�'/;.�° ,' / `% \/ i ;�, / ACRYLIC EIFS / '//\// A.i l.e \%\\ \ \\\ \,/ \/' \j\\% \ \\\\\ ` \\ \°"\\\ \:\\`i \;• \ DRAINAGE EPS INSULATION BOARD /, \ \/j\\ \ •'/\ . \/ �`\ /' /i\;/\`;/jam/\\. ';'\ �/ ' \ \\ \ / 30LB BUILDING FELT SECTION 3/4 PLYWOOD SHEATHING , �O 3 SCALE:1/4"=V-01, \�/ ` ` `\ '` ` '\\ '�.\ ' \; ';° ' 2X6 MINIMUM FRAMED EXTERIOR WALLS w/R-19 INSULATION \ / '\" // '• ' ' ''/ / ' 5/8"GWB ON INTERIOR ILI BERGDES GN YAHALOM RESIDENCE SECTIONS ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I SEP 21,2016 DATE: DEC 01, 2016 965 E DWARDS LANE, ORIENT, NY 11957 DESIGN DEVELOPMENT II OCT 05,2016 PERMIT SET OCT 14,2016PROGRESS NOV 16,2016 SCALE: AS NOTED NOT FOR CONSTRUCTION PERMIT SET- RIEVISION NT #1 NOV 23, 2016 REF NO: 192 PERMIT SET- REVISION#2 DEC 01, 2016 OIL T.O. ROOF ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -B.M. 19'-4" TYPICAL FLAT ROOF CONSTRUCTION: METAL WALL BEYOND SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION TO MATCH STANDING `\ 3/4" PLYWOOD SHEATHING TJI ROOF RAFTERS w/R-38 INSULATION SEAM ROOF T.O.ROOF 5/8" GWB INTERIOR FINISH B.M. 14'-71/2" 77-77 :++ rr r ,-I�k 11 7/8"TJI's @ 16"O.C. . . CEILING B.M. 11'-0" TYPICAL WALL CONSTRUCTION: ?' ACRYLIC EIFS I' DRAINAGE EPS INSULATION BOARD -- — 30LB BUILDING FELT 3/4"PLYWOOD SHEATHING 2X6 MINIMUM FRAMED EXTERIOR WALLS w/R-19 INSULATION r - -- 5/8" GWB ON INTERIOR -- IMPACT RESISTANT OPEN TO OPEN TO WINDOWS& DOORS BEDROOM LAUNDRY STAIR CLOSET KITCHEN BEYOND BEYOND (TYP.) till",jk � tj FIRST FLOOR ELEV.+37'-0" LA I B.M.0'-0.. Y x x x -- - -- - - - --- x.. j ---- - " 14"TJI's @ 16"O.C. J 14 TJI's @ 16 O.C. Ff \ EXIST I G GRADE: 4-36-'0 \ NEW,GRADE: +36'-0" \ /\ , \�� '\ %ice/i//�,./ ,/, \//\ ,\, ,\ / \//\i// - EXIS ING GRADE: +33'-6 \/ \/ //\ STORAGE: CLOSET STORAGE: \\/ \// \/ UNFINISHED UNFINISHED TYPICAL FOUNDATION WALL CONSTRUCTION: 10" POURED CONCRETE WALL� CONCRETE FOOTING REINFORCED w TO A / \ /\\i/\ R GND I SOULA TON RR7.5 / ;/\/\ 5/8" GWB ON INTERIOR OL BASEMENT FLOOR/\�� / - - B.M.-10'-4" ILA SECTION 1SCALE:1/4"=1'-0" -09L T.O. ROOF — — — — — — — — — — — — — — — — — — — — — — — — — — -- —B.M. 19'4" TYPICAL ROOF CONSTRUCTION: STANDING SEAM METAL ROOF SYNTHETIC ROOFING UNDERLAYMENT OVER 3/4"PLYWOOD SHEATHING \ 12"TJI RAFTERS w/R-38 INSULATION \\ ® TYPICAL WALL CONSTRUCTION: 5/8"GWB ON INTERIOR ® ACRYLIC EIFS T.O. ROOF _ _ _ DRAINAGE EPS INSULATION BOARD B.M. 14'-71/2" �6„p G• 30LB BUILDING FELT 36p @ 11 3/4" PLYWOOD SHEATHING X18"Tj/3g 2X6 MINIMUM FRAMED EXTERIOR WALLS w/R-19 INSULATION SCUPPER& — �@ 16„ 5/8”GWB ON INTERIORO C CEILING DOWNSPOUT , ROLL DOWN INSECT SCREEN MNG .... COVERED EIFS ENTRY FOYER ROOM PORCH BEYOND EIFS DOWNSPOUT IMPACT RESISTANT WINDOWS& DOORS (TYP.) - - FIRST FLOOR ELEV.+37'-0" B.M.0'-0" - >ii> 14"TJI's @ 16"O.C. / NEW EXISTING GRADE: +3 \� ;:\ >\\j i\; ;\/ , \ %\/ \ .; �� j��\/\ .\\\- ;,\i�j\;\j�\;�;\\i\ \\/ ';\,\ \\/ \,\\.\\.X.\\, x,\\ CRAWL // /X/ SPACE .>. \ \ / / EXISTING GRADE• +33'-6'\ .' i/\./%,• /\ \` \ ,\/ \//\\/ STORAGE: �.i .\\/ j \ / ;'�\,�� / \�/\\ ; ��\\i � /• ; UNFINISHED , • j,\ �/ \j\/\ \�\ / e - TYPICAL FOUNDATION WALL CONSTRUCTION: / x<\ \ 10 POURED CONCRETE WALL KEYED TO A CONCRETE FOOTING ,, / //: /,; •a ////REINFORCED w/CONTINUOUS REBARS �\ RIGID INSULATION R-7.5 5/8"GWB ON INTERIOR IL BASEMENT FLOOR B.M.-10'4" /\. SECTION '0�E BER DES GN YAHALOM RESIDENCE G .. SECTIONS ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I SEP 21,2016 DATE: DEC 01, 2016 965 E DWAR DS LANE, ORIENT, NY 11957 DESIGN DEVELOPMENT II OCT 05, 2016 SCALE: AS NOTED PERMIT SET OCT 14, 2016 NOT FOR CONSTRUCTION PROGRESS PRINT NOV 16,2016 REF NO: 192 PERMIT SET- REVISION#1 NOV 23,2016 PERMIT SET- REVISION#2 DEC 01,2016 LA CANTINA SYSTEMS INTERIOR DOOR SCHEDULE 28'-0" 4'-0" 3'-0" 8'-0" NO. TYPE FRAME SIZE MATERIAL OPERATION MANUFACTURER HARDWARE SET NOTES WIDTH HEIGHT 001A A T-O" 81-01, SOLID CORE WOOD DOOR LH b 002A A T-O" 81-0.1 SOLID CORE WOOD DOOR LH 003A B 3'-0"EA. 81-0. SOLID CORE WOOD DOOR PAIR SWING 7 T 004A B T-O"EA. SOLID CORE WOOD DOOR PAIR SWING 006A A 3'-0" 81-01. SOLID CORE WOOD DOOR RH 007A A T-10" 81-01. SOLID CORE WOOD DOOR RH 7 "7 008A A T-O" 8'-0" SOLID CORE WOOD DOOR LH 009A A T-0" 8'-0" SOLID CORE WOOD DOOR ( LH ------- 010A A T-0" 8'-0" SOLID CORE WOOD DOOR LH 103A D T-O" 9.-0. SOLID CORE WOOD DOOR POCKET 105A A T-0" 91-01. SOLID CORE WOOD DOOR RH SYSTEM E SYSTEM F SYSTEM H SYSTEMI 106A A T-10" 91-01, SOLID CORE WOOD DOOR LH (101A) (104A) (1 08A,1 12A) (106A) MULTI SLIDE DOOR FOLDING WINDOW SWING DOOR SLIDING WINDOW 107A A T-0" 91-01, SOLID CORE WOOD DOOR RH 108A A 3'-0" 91-01, SOLID CORE WOOD DOOR LH 3'-0" 6'-016 6'-0jj 16'-0" 11'-3" 109A E 3'-0"EA. SOLID CORE WOOD DOOR DBL POCKET 110A D T-O" 91-01, SOLID CORE WOOD DOOR POCKET 111A B T-O"EA. 91-01, SOLID CORE WOOD DOOR PAIR SWING 112A A T-10" 91-01, SOLID CORE WOOD DOOR LH 113A A 3'-0" 91-01, SOLID CORE WOOD DOOR RH 91 114A A T-4-1/2" 011 SOLID CORE WOOD DOOR LH 115A A 3'-0" 91-0. SOLID CORE WOOD DOOR LH 7 116A A T-O" 91-01, SOLID CORE WOOD DOOR LH 119A A T-13" 91-01, SOLID CORE WOOD DOOR RH 7 SYSTEM J SYSTEM L SYSTEM M SYSTEM N SYSTEM W (0 1 OA,I 07A,104A,1 14A,1 15A) (116A,) (1 03A,1 05A, 111A) (102A) (104B,108B) EXTERIOR DOOR SCHEDULE FOLDING WINDOW SLIDING WINDOW SLIDING WINDOW MULTI SLIDE DOOR MULTI SLIDE DOOR NO. TYPE FRAME SIZE MATERIAL OPERATION MANUFACTURER HARDWARE SET NOTES WIDTH HEIGHT 8'-0" 12'-0" 1 L 100A A - 91-0.1 WOOD PIVOT HINGE 112B B 181-01, 91-01, -ASS LIFT 112C B 6'-0' 91-01, ALUMINUM/GLASS LIFT LA CANTINA SCHEDULE NO SYSTEM LOCATION ALUMINUM TC SILL WIDTH HEIGHT OPERATION SWING PLEATED SCREEN 7 007A C STORAGE 007 Outswing Sectional Ramp Sill 31-0" 8'-0" Swing RH Low Profile Pleated Screen 007B B STORAGE 007 Slider Sectional Weather Resistant Sill 8'-0" 6-011 Sliding - Aluminum TC XO Slider Weather Resistant Sill 008A A STORAGE 008 Outswing Sectional Weather Resistant Sill 31-0" 51-01, Folding - Aluminum TC Folding Outswing Weather Resistant Sill SYSTEM? SYSTEM? 101A D DINING ROOM 101 Multi Slide Sectional Ramp Sill 28'-0" 8'-11" Sliding - Aluminum TC Multi Slide Ramp Sill (A) (A) 102A E LIVING ROOM 102 Slider Sectional Ramp Sill 16'-0" 8'-11" Sliding - Aluminum TC XO Slider Ramp Sill SLIDING WINDOW MULTI SLIDE DOOR 103A F JUDITH BATH 103 Slider Sectional Weather Resistant Sill 6'-1" 6'-0" Sliding - Aluminum TC XO Slider Weather Resistant Sill DOOR TYPES 104A G JUDITH BEDROOM 104 Outswing Sectional Weather Resistant Sill 4'-0" 6-0-1 Folding - Aluminum TC Folding Outswing Weather Resistant Sill 104B H JUDITH BEDROOM 104 Slider Sectional Weather Resistant Sill 6'-1" 8'-11" Sliding - Aluminum TC;XO Slider Weather Resistant Sill VARIES VARIES VARIES VARIES 2" 4'-0' 2" 2' 2" 4 105A F JUDITH CLOSET 105 Slider Sectional Weather Resistant Sill 61-1-1 6'-0' Sliding - Aluminum TC XO Slider Weather Resistant Sill 107A I ACHY BATHROOM 107 Outswing Sectional Weather Resistant Sill 41-0" 6-0" Folding - Aluminum TC Folding Outswing Weather Resistant Sill 108A i ACHY BEDROOM 108 Outswing Sectional Ramp Sill 3'-01' 8'-11" Swing RH Low Profile Pleated Screen 108B K ACHY BEDROOM 108 Multi Slide Sectional Weather Resistant Sill 12'-0" 6-0" Sliding - Aluminum TIC Multi Slide Weather Resistant Sill 109A L KITCHEN 109 Multi Slide Sectional Ramp Sill 91-01, 81-11 Sliding - Aluminum TIC Multi Slide Ramp Sill 7 7 T 1098 M KITCHEN 109 Multi Slide Sectional Weather Resistant Sill 81-0" 6-011 Sliding - Aluminum TC XO Slider Weather Resistant Sill 7 2 3/4" 2 3/4" 2 3/4; 109C N KITCHEN 109 Outswing Sectional Ramp Sill 31-0" 8'-11" Swing RH Low Profile Pleated Screen 114A 0 LAUNDRY 114 Outswing Sectional Weather Resistant Sill 31-0-1 6'-0" Folding - Aluminum TC Folding Outswing Weather Resistant Sill 115A 0 BATHROOM 115 Outswing Sectional Weather Resistant Sill 3'-01' 6-0" Folding - Aluminum TC Folding Outswing Weather Resistant Sill T\ 7 116A F GUEST BEDROOM 116 Slider Sectional Weather Resistant Sill 61-1 6-0-1 Sliding - Aluminum TC XO Slider Weather Resistant Sill 118A N MUDROOM118 Outswing Sectional Ramp Sill 31-0" 8'-11" Swing RH Low Profile Pleated Screen NOTE: WINDOW AND EXTERIOR DOOR GLAZING TO BE IMPACT RESISTANT AS PER ASTM E1996 AND ASTM E1886 TYPE A TYPE B TYPE C TYPE D TYPE F TYPE G INTERIOR-1 3/4"SOLID CORE INTERIOR- 1 3/4" SOLID CORE INTERIOR- 1 3/4"SOLID CORE INTERIOR- 1 3/4"SOLID CORE EXTERIOR- 1 3/4"SOLID EXTERIOR-SOLID CORE WOOD DOOR-HINGED WOOD DOOR-PAIR SWING WOOD DOOR-POCKET WOOD DOOR-DOUBLE GLASS DOOR-HINGED WOOD DOOR W/SIDE LITES POCKET q. 0 0 BE R G D E SG N YA H A LO M RESIDENCE LA CANTINA SCHEDULE, DOOR SCHEDULE, TYP. HURRICANE SHUTTER DETAILS 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I SEP 21, 2016 DATE: DEC 01 , 2016 ARCHI�TECTURE 965 EDWARDS LANE, ORIENT, NY 11957 DESIGN DEVELOPMENT 11 OCT 05,2016 SCALE: AS NOTEDA1 %J PERMIT SET OCT 14, 2016 PROGRESS NOV 16,2016 NOT FOR CONSTRUCTION PERMIT SET P- REVISIONRINT #1 NOV 23, 2016 REF NO: 192 PERMIT SET- REVISION#2 DEC 01, 2016 I I I I \ \ ` ` r\ \ \ \ . \ r r \ \. \ \r \ ' II U \ STORAGE 001 LOAD BEARING WALL in W/SPREAD FOOTING \ BELOW o \ `� \ f- i fi ji r � STORAGE 10, oo SLAB ON _ _ r GRADE \ T \ \ ' r I'I STORAGE / Oo� I �o - - - G I \\ J o i G I I I - f 1 w I o " G o I = )o STAIR I I w °; LOAD BEARING WALL �i 1 0 1 w/SPREAD FOOTING j 0, IT G BELOW )o ` �G )o �G• X U O G, CLOSET MECH 1 \ O v o G - - F. 003 004 o 0 0 - 0 1 I I > i -- - - o STORAGE ° - u') 006 0 _ 'o -� ° \ / ~ - )O N Q O/ i Mh*J Q O \ ; \ I i - - - O )O \ \ \\ 1 / ° LOAD BEARING WALL \ / \ / \ O w/SPREAD FOOTING `' \✓ Q, STORAGE BELOW MECHANICAL o` — TYP. POURED F0-05--] FOUNDATION WALL: 009 o SEE S03 o R.C. RETAINING o` WALL: SEE S03 I I 1 ' r o l 14"TJI 560 @ 16"O.C. 14"TJI 560 @ 16"O.C. ° \ \, - - - - - -lo \ - - - - - )o \ STORAGE —'o >Q o \ \ O \ O El \ F T \ \ o \\ O \\ \ \ O I I Q \ \ o I - \ )O O O` TF ENGINEERING, P.L.L.C. P.O. BOX 596 ® . �. SAG HARBOR, NY 11963 FOUNDATION PLAN a 1 SCALE:1/4"=1' Jar u TEL: 631 -740-7273 YAHALOM RESIDENCE FIRST FLOOR STRUCTURAL PLAN BASEMENT PLAN SHOWNBERGDES G � > ARCH T E CT U R E 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I SEP 21, 2016 DATE: DEC 01, 2016 965 EDWARDS LANE, ORI ENT, NY 11957 DESIGN DEVELOPMENT II OCT 05, 2016 SCALE: AS NOTED PERMIT SET OCT 14, 2016 PROGNOV 16, 2016 NOT FOR CONSTRUCTION PERMIT SET P RESSIEVISION NT #1 NOV 23, 2016 REF NO: 192 PERMIT SET- REVISION#2 DEC 01,2016 ! ' I (3)2"x10'HEADER _ (3)2"x10"HEADER � I I I i 2 1 'x 11 $. LVL 2.0E HEADER — /BATH N w - - w - -- O J - 1 15 ¢ (3)2"'x10" HEADER CQ \ I 0 OFFICE/GUEST BEDROOM JUDITH BATH 116 II ill I II I 103 i 1 7/8"TJI 360 @ 16"0.0,7— (oil . r - O O � G I � CLOSET O.C. �1 7/8 TJI 60 16 O I 119 I I E� I I JUDITH BEDROOM 04 JUDITH CLOSE 70 - - 105 F- _ � - - - ' 17/8"TJ1360@16"O.O.C. I - I LUSH GIRDER - GARAGE I LAUNDRYX w \ 11 j"TJI 360 @ 16" O.C. 114 ! x Lu Q / N = _ \ F7 - X ( ) 2"x12"HEADER - - - - - - 00� - - - —� I - M II v HALL \ BEVEL PLATE --- -- - --- 117 STAIR , 113 I ------ ---- � 11 8"TJI 360 @ 16"O.C. oxo� ! x w> I - /' N Q o FOYER v= III N 0 10d 17M CD I -- x I M - - - - - CL WC - - -- I II Doo „ 1 1 1 I I 1 10 v 1 7/8"T JI 360 @ 16 O.C. O MUDROOM - - - -- - 118 co .•- - - - - - - - - - - - - - -- - -- w w ACHY CLOSET - - - -- - - - - - < \ ^� / � — 106 O o w _ co LIVING ROOM O ACHY BATH wp - WEB STIFFENER \; _ p \ \ HALL F— 102 10 w BEVEL PLATE AND \ N N w 120 m 2 X e— O O e F DINING ROOM N i co c) - IIL��11 i'I I ~ - F_ r-1mAtNm W1,j;o •— 2 - - - wp _ I C) BEVEL PLATE ¢ I X I �_' ACHY BEDROOM (V II I 07 I I I I I wp -- -- -- - - W21x57 HEADER 1 g'TJI560 @ 16"O.C. w U I OU I OO KITCHEN w O 0O I = io 1 7/8"TJI 360 @ 16"O.C. w C) CD CD cD - I J M I M 7 F— 00 X 00 W I - \ N w co a \ \ � I I � � = i i III❑ c � - — O O c N - I I ^w N - —-- — O — L -1 L- — -J (3)2"x12" - --- I I I II I I I I (HEADER 2 1 'x 9 '2.0E LVL HEADER �.!D I I C' I 'II TF ENGINEERING, P.L.L.C. P.O. BOX 596 1 - - SAG HARBOR, NY 11963 IR T FLOOR PLAN TEL: 631 -740-7273 F All BERGDES G YAHALOM RESIDENCE ROOF STRUCTURAL UCTURAL PLAN (1ST FLOOR PLAN SHOWN) ARCH T E CT U R E 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I SEP 21, 2016 DATE: DEC 01, 2016 965 EDWARDS LANE, ORIENT, NY 11957 DESIGN DEVELOPMENT II OCT 05, 2016 SCALE: AS NOTED PERMIT SET OCT 14, 2016 PROGNOV 16, 2016 NOT FOR CONSTRUCTION PERMIT SET P RESSIEVISION NT #1 NOV 23, 2016 REF NO: 192 PERMIT SET- REVISION#2 DEC 01, 2016 y 12" 5/8" DIAMETER ANCHOR " LONG, 4 8" O.C., 8 3/4" CHAMFER (TYP)--- TOP OF WALL ELEV. +3'-0" BOLTS- 1 12" MAX. FROM CORNERS (2) #5 BARS 3" DOWN FROM TOP OF WALL OPTIONAL RAIL POST POCKET, 8' 0.C.------.-. TYP. 14 2 TOP OF GRADE BLOCK ~ - -- _ co J CZ C -- 2i (.0 FINISHED GRADE — 2" COVER I 1 1/2" COVER �- TOP OF FOUNDATION WALL • c� DIAMETER ANLH❑R B❑LTS - \ GRADE ELEV. 0'-0" 18" L❑NG, 48" ❑C, . 12" MAX (2)-#5 BARS 3" DOWN FROM TOP OF WALL #5 AT 18" HORIZONTAL REBAR CONTINUOUS AT - F-R❑M C❑RNCRS EACH FACE 2" COVER ON BOLTS - \\ -- #5 AT 12" VERTICAL REBAR 3" ---- 311 VERTICAL # BARS AT 18" 11C , - � TYPICAL 8'-9" FOUNDATION WALL HEIGHT 1J2" EXPANSION JOINT BETWEEN POURED CONCRETE FLOOR SLAB AND ALL WALLS - TYP. H❑RIZ[1NTAL_ #4 BARO, AT 18" D.C. - TYPICAL • #5 AT 36" VERTICAL REBAR ------___ 4" POURED CONCRETE FLOOR SLAB REINFORCED WITH 6X6 #10/10 WELDED 3 — WIRE MESH. SLAB TO BE ON 6" CLEAN COMPACTED SAND. WELDED WIRE (2)-#5 BARS 6" 6P FROM BOTTOM OF WALL • MESH TO BE LAPPED A MINIMUM/1 OF ONE FULL MESH AND WIRED TOGETHER o D�' PROVIDE 4" DIAMETER PVC THRU PIPE, INVERT 6" ABOVE STAIR / AT 48" O.C. TOP OF P.C. SLAB SIDEWALK, BACK SIDE TEE CONNECTION TO FILTER FABRIC FREE DRAINING GRANULAR BACKFILL (TYP) 2X 4 ELEV. (V.I.F.) WRAPPED PERFORATED DRAIN PIPE, HOLES TYPICAL AT 10-FT OC KEYWAY_ TOP OF FOOTING ALONG WALL7/7 T ELEV. (V.I.F.) �) 80" L❑NE #5 BARS (3)#5 DEFORMED STEEL REINFORCING BARS CONTINUOUS • AT 6 O.C. WI#5 TRANSVERSE BARS AT 24 O.C. STAIRS / SIDEWALK EL. - VARIES #5 AT 36 VERTICAL REBAR TYPICAL — BOTTOM OF FOOTINGS _ — o �„ ELEV. (V.I.F.) — — BOTTOM VERTICAL DOWEL REBAR, #6 AT 12 — — • • ,-10 2" COVER KEY REBAR #G AT 12" O.C. (TYP) TYPICAL_ FCUNDATIEN WALE SECTIEIN z 3" COVER SCALE- _�TOPNTS c OF FOOTING ELEV -12'-0" MN— 0 H 0 _ (5) CONTINUOUS #5 REBAR 3" COVER % j _J I_ -� �- U E U �� '---� (5) CONTINUOUS #5 REBAR BOT. OF FOOTING ELEV. -13'-1" olop 3" (COVER 1'-0" 12" 7'-0" REBAR ##5 AT 18" O.C. (TYP) 2 TYPICAL RETAINJIING WALL_ ALEING SIDEWAEI / STAIRS SCALE: NTS RETAINING WALL NOTES 1. CONCRETE COMPRESSIVE STRENGTH - 4,000 PSI 2. STEEL YIELD STRENGTH - 60,000 PSI (UNCOATED) 3. DESIGN CODES ACI - 3/8-11 4. NO CONCRETE SHALL BE POURED BELOW GROUND WATER 5. DIMENSIONS SHALL BE FIELD VERIFIED AND ANY DISCREPANCIES REPORTED TO THE ARCHITECT OF RECORD 0. D fc Y TF ENGINEERING, P.L.L.C. P.O. BOX 596 SAG HARBOR, NY 11963 TEL: 631 -740-7273 BERGDESGN YAHALOM RESIDENCE STRUCTURAL DETAILS ARCH T E CT U R E 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I SEP 21, 2016 DATE: DEC 01, 2016 %mith EEL 965 E DWAR DS LANE, ORIENT, NY 11957 DESIGN DEVELOPMENT II OCT 05,2016 SCALE: AS NOTED PERMIT SET OCT 14,2016 PROGRINT NOV 16, 2016 NOT FOR CONSTRUCTION PERMIT SETESS - REVISION#1 NOV 23, 2016 REF NO: 192 PERMIT SET- REVISION#2 DEC 01, 2016 �- Joint Description Ncil Sizes Nail Spccin�g DESIGN CRITERIA: GENERAL NOTES ROOF FRAMING O O GROUND SNOW LOAD - 25 PSF. WEATHERING - SEVERE 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 10. THIS STRUCTURE HAS BEEN DESIGNED IN _ Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter -�- FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36ACCORDANCE WITH THE 2015 IRC AND 2016 UNIFORM ACCORDANCE WITH THE 2015 IECC." Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist _ 0, LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY SUPPLEMENT CODES, AND THE 2015 IECC, AND LOCAL Ceiling Joist to Parallel Rafter (Face-nailed) 4 - 16d each lap BEDROOMS - 30 PSF. L.L. AUTHORITIES. DECAY - SLIGHT 11. ARCHITECT TO BE NOTIFIED IN WRITING OF ALL 8d Collar Tie to Rafter (Face-nailed) 2 - 8d per tie Ceiling Joist Laps over Partitions (Face-nailed) 4 - each lap "WIND SPEED - 135 MPH 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A CHANGES PRIOR TO AND DURING CONSTRUCTION. I MINIMUM 28 DAY STRENGTH OF 3000 PSI UNLESS Blocking to Rafter (Toe-nailed) 2 - 8d each end SEISUIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES Rim Board to Rafter (End-nailed) 2 - 16d each end OTHERWISE NOTED 12. ALL MISE. STRUCTURAL STEEL TO BE ASTM A36 WITH ONE -_ COAT EPDXY PAINT. WIDE FLANGE STRUCTURAL STEEL SHAI WALL FRAMING PROVIDE 8d NAILS @ 4" O.C. AT PERIMETER INTERIOR BE A992 WITH ONE COAT OF EPDXY PAINT. BRIDGE MEMBER ]f :]7 h D E.S I G N CRITERIA: 3. ALL DIMENSIONS AND GRADE CONDITIONS TO BE SHALL BE A36 w/ 2 COATS OF EPDXY PAINT. Top Plate to Top Plate (Face-nailed) 2 - 16d per foot PORTIONS OF PANELS IN HIGH PRESSURE ZONES. VERIFIED BY CONTRACTOR(S) PRIOR TO START OF ALL FASTENERS TO BE ASTM A-325 BOLTS, 3/4" DIAMETE To Plates at Intersections Face-nailed 4 - 16d joints-each side DESIGN IN ACCORDANCE WITH 2015 AMERICAN FOREST PRODUCTS WOOD FRAME P ( ) �� 10o CONSTRUCTION AND ORDERING OF MATERIALS. THIS Stud to Stud (Face-nailed) 2 - 16d 24" o.c. CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. FOUNDATION HAS BEEN DESIGNED FOR A SOIL 13. CONTRACTOR SHALL OBTAIN ALL PERMITS AND Header to Header (Face-nailed) 16d 16" o.c. along edges 0 I NOTE a = 4 FT. IN ALL CASES BEARING CAPACITY OF TWO (2) KSF AND GRADES INSURANCE NECESSARY TO PROTECT THE ENGINEER aLESS THAN 5%. CONTRACTOR SHALL VERIFY THAT AND OWNER. 1- a Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud � WINDOWS - GLAZED OPENING THESE CONDITIONS ARE MET. ALL FILL BENEATH 2 - 16d per 2x6 stud GABLE ROOFS CONCRETE SLABS TO BE COMPACTED TO 95% 14. DO NOT BACKFILL AGAINST FOUNDATION WALLS 2 - 16d per 2x8 stud RELATIVE DENSITY. UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. 6 � 10° Bottom Plate to Floor Joist,Ban djoist,Endjoist or 2 - 16d per foot FOR NEW CONSTRUCTION , EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING 4. PROVIDE FIRESTOPPING AT ALL LEVEL 15. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL Blocking (Face-nailed) PENETRATIONS AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 FLOOR FRAMING OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. AND I 5. PROVIDE FLASHING AT ALL ROOF BREAKS, Joist to Sill , Top Plate or Girder (Toe-nailed) 4 - 8d per joist 8d each end COMPONENT /-1 I V D C A D D I f� C PRESSURE LOCATED WITHIN ONE (1) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS 16. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND Bridging to Joist (Toe-nailed) 2 - TO WIIND ZONE III, MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99. GLAZING CONFORMING AND DECKS ETC.. ON EACH LEVEL OF DWELLING AS REQUIRED BY Blocking to Joist (Toe-nailed) 2 - 8d each end ZONES 2015 IRC AND 2016 UNIFORM SUPPLEMENT CODES. Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block TO WIIND ZONE Il, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. 6. DO NOT SCALE DRAWINGS. Ledger Strip to Beam (Face-nailed) 3 - 16d each joist 17. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist 7. DESIGN CONSULTANTS OR RECORD ARCHITECT- AN EXISTING DWELLING REQUIRING A BUILDING PERMIT Band Joist to Joist (End-nailed) 3 - 16d per joist ENGINEER ARE NOT RESPONSIBLE FOR THE Band Joist to Sill or To Plate Toe-nailed 2 - 16d per foot PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY INSPECTION, SUPERVISION, OR ADMINISTRATION OF NOW REQUIRES THAT .ALL SLEEPING ROOMS IN THE P ( ) P sIMSON STRONG TIE RIDGE STRAP-___ HOUSE BE UPGRADED WITH HARD WIRED & USE STRAP coNNECTOF a Each RAFTER _ THIS CONSTRUCTION PROJECT. FEDERAL, STATE ROOF SHEATHING A OREAR SHIELD HURRICANE + SECURITY PANELS - 631 - 287 5060 AND LOCAL ZONING AND BUILDING CODE COMPLIANCE INTERCONNECTED SMOKE ALARMS. B - (QUICK GUARD STORM PANELS. 631 - 287 5330 SHALL BE THE RESPONSIBILITY OF THE Structural Panels 8d 4" o.c. perimeter zone - RIDGEOR CONTRACTOR. 18. THE 2015 IRC AND 2016 UNIFORM SUPPLEMENT CODES other 6" o.c. edges of �- C - (CUSTOM-FABRICATED PLYWD. PANELS - SEE BELOW ALSO APPLY TO ACCESSORY STRUCTURE DESIGN. panel , 12" o.c. interior ' .\ 8. THIS DRAWING IS AN INSTRUMENT PREPARED TO 19. GARAGE DOORS TO BE RATED FOR 135 MPH. WIND LOAD of panel PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF FACILITATE CONSTRUCTION AND SHALL NOT BE Diagonal Board Sheathing TRIPLE ' CONSTRUED AS A CONTRACT BETWEEN BUILDER AND 1" x 6" or 1" x 8" 2 - 8d per support ®' 2X STUD ASTM E 1996 AND OF ASTM 1886. AS NOTED IN NYS RESIDENTIAL CODE. OWNER. 1" x 10" or wider 3 - 8d - - per support \ U � g SEWAGE DIS SYSTEM FRESH PLY HD DS2.5LIG H E A H IN SHALLBDESGNED AND BUILTNACCORDANCE .. � WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. Gypsum Wallboard 5d coolers 7" edge / 10" field ' 11 SIMPSONSTA GAGE VVALL SHEATHING I 5/°" THREADED RIDGE STRAP ALL ROOF RAFTERS Structural Panels 8d 6" edge / 12" field STEEL ROD -® OP PLATES Fiberboard Panels \ dm 1/2" 11 ga. galy. roofing nail (1 1/2" long) 3" edge / 6" field / '� SIMPSON \ �IMPSDN STPDtJG TIE H2A 25/32" 11 a. alv. roofing nail 1 3 4" Ion 3" edge 6" field ja HDU5-SDS2.5 ucE «, CONNIE IDPS e EACH RAFTER / 9 g 9 ( / 9) 9 / ICE SHIELD UNDERLAYMENT REQUIRED - 24" FROM EDGE Gypsum Wallboard 5d coolers 7" edge / 10" field HURRICANE CLIP Hardboard 8d (see table 3.11) PROVIDE HOLD DOWIIS AT j TYPICAL. �\ Particleboard Panels 8d per manufacturer ALL CORIJERS AND BOTH Diagonal Board Sheathing SIDES OF OPENINGS 8' // SIMPSON H2.5 A 8d per support OR GREATER IPI WIDTH HURRICANE CLIP @ 16" 1" x 6" or 1" x 8" 2 - 1" x 10" or wider 3 - 8d per support I® T.?IPLC ® 2X STUD >?o�TTon� O.C. FLOOR SHEATHING ' PLATE , ° ­-SIMPSON LVL RIM JOIST VI Structural Panels HDU5-SS2.5 1" or less 8d 6" edge / 12" field greater than 1" 10d 6" edge / 12" field \ Diagonal Board Sheathingii HOOKED ANCHOR BOLT �� \SIMPSON STPONG TIE STRz 'OF PLATES USE (t) CONNEcmH E EVER) STUD - ----SIMPSON LSTA36 1 1" x 6" or 1" x 8" 2 - 8d per support MIN 18' PENETRATION a P PP II \,-PROVIDE 8d COMMON 1" x 10" or wider 3 - 8d per support ii NTO FOUNDATIOPI NAILS @ 4" O.C. AT WIDE- 18 GAGE METAL STRAP @JACK n EXTERIOR EDGE OF ALL i POST W/4-8d NAILS, 1 Nailing requirements are based on wall sheathing nailed 6"' on-center at the panel edge. Alternative nailing ° / SHEATHING. EACH END, TYP. schedules shall be used where wall sheathing nailing is reduced. For example, If wall sheathing is nailed 3" USrEPSG cONNEToR P TIE H6 on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall be doubled, or alternate connectors , such as shear plates , shall be used to maintain the load path. APA RATED PLYWOOD TO - D USE 'u BPM1 0*4 CTYR AT EACH ANCH IE R BOLT EXTEND TO TOP OF TOP Al1CHOP DOLTS a8° CC. SEE FOUNDATION DETAILS. 2 When wall sheathing is continuous over connected members the tabulated number of nails shall be permitted USE ib BOLTS BOTTOM N. PLATE. 4 - 8d NAILS to be reduced to 1 - 16d nail per foot. \ PLATE j / TYPICAL LVL PIM JOIST SIMPSON LSTA !� PROVIDE SOLID i 36 METAL STRAP BLOCKING AT ALL j° @ JACK POST / TYP. CORNER TIE- DOWN SUBFLOOR EDGES % SIMPSON LSTA24 NOT TO SCALE -TYP. 4 STUDS / 2IMPSON STRONG TIE LPT5 \ 4-8dNNAI S @ UCE (1) CONNECTOR @ 16' O.C. 48" O.C. EACH PRESSURE TREATED MUD SILL END, TYP. FLOOR JOIST FRAMING NOTES FRAMING DETAIL DOUBLE TOP PLYWOOD SHEATHING 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING NOT TO SCALE PLATE TO OVER LAP BOX �. DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR AND WATERPROOFING SHALL BE BY ARCHITECT. HEADER BETTER. 2 x 6 @16" O.C. BEAM - TOP + BOTTOM. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE STUDS SIMPSON LSTA24 1 " 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8"' AND STUD WITH GALVANIZED HURRICANE TYPE TYPICAL PENIF SHEATHING NAILING Z❑(`.IES WIDE-20 GAGE METAL MIN. THICKNESS OR AS NOTED. CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. FOR STRAP @ 48" O.C. MAXI. TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Q 8D @ 6'•11e EDGES & 6"0C In FIELD W/ 4-8d NAILS- EACH 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, CLIPS AT ALL PERIMETER JOIST TO GIRDER END, TYP. EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF CONNECTIONS. 82 @ 6"Oc EDGES 6°oc IN FIELD PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND 8D @ 4°OC EDGES a 6"DC IN FIELD NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 12. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA STRAP TO STUD 2 sIN PACIFIC GPI SERIES WOOD-1-BEAMS AND LVL 2sS MEAN eoOF HEIGHT W/4 - 8d NAILS TORY 8D RG SHANE TOP OF FOUNDATION 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND \ WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED WRAP + NAIL STRAP TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A AS PER MANUFACTURERS RECOMMENDATIONS. WEB ROOF EDGE ( 4 - 4d NAILS ) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND AROUND SILL PLATE SIMPSON MST27 BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" C3) AT ANCHOR BOLT 1 1/2" WIDE - 20 GAGE 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS LVL RIM JOIST SHALL BE REQUIRED AT FLOOR , METAL STRAP @48" OC. AND FLOOR BEAMS AS PER WOOD FRAME CONSTRUCTION PERIMETERS. HANDLING, STORAGE, AND ERECTION OF - _ +12" FROM EACH CORNER MANUAL 2015 EDITION OR AS NOTED @ 8'-0" O.C. MIN. COMPONENTS SHALL BE AS PER MANUFACTURERS WRAP AROUND SILL PLATE PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. RECOMMENDATIONS. O FLOOR JOIST 6. DOUBLE FRAMING AROUND ALL OPENINGS skylights, 13. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1 2" DIA. -NAIL SHEATHING O.C. SILL PLATE ( / _ 8d NAILS @ 4" .0 stairs etc. ) OR AS NOTED ON DRAWINGS. GALVANIZED MACHINE BOLTS @ 12" O.C.. 2 - #5 REBAR 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL _2 x 6 SILL PLATE PARTITIONS OR AS NOTED ON DRAWINGS. 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR ACO TREATED. BEAMS. SPACING NOT TO EXCEED 8.0 FT. 30Cj G 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED5/8" x 12" A.B. @48" OC. WITH RATED GALVANIZED METAL CONNECTORS BY FOREDESIGN. w/ SIMPSON STRONG TIE BP "SIMPSON" OR APPROVED EQUAL. 9. NAILING SCHEDULE AS PER THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION. ALL 2X6 STUDS SHALL RECEIVEC}A + 5-10D NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL SECTION ELEVATI0N o ,� BE GALVANIZED. u ®�� HOLD DOWN I SHEAR CONNECTION CRITICAL ' ' ^y ' - - PATH BERGDES GN YAHALOM RESIDENCE TYPICAL STRUCTURAL NOTES & DETAILS ARCH TECTURE 88 OLD STONE HIGHWAY EAST HAMPTON NEW YORK 11937 Tel: 917 328 3905 DESIGN DEVELOPMENT I SEP 21,2016 DATE: DEC 01 , 2016 965 EDWARDS LANE, ORIENT, NY 11957 DESIGN DEVELOPMENT II OOCT CT 104,,2016 2016 SCALE: AS NOTED NOT FOR CONSTRUCTION PROGRESS PRINT NOV 16, 2016 REF NO: 192 PERMIT SET- REVISION#1 NOV 23, 2016 PERMIT SET- REVISION#2 DEC 01, 2016