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HomeMy WebLinkAbout44704-Z g11PFOt, �, Town of Southold o�A oG � 12/3/2020 o� ya P.O.Box 1179 53095 Main Rd P"PA Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41650 Date: 12/3/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 5206 Great Peconic Bay Blvd, Laurel SCTM#: 473889 Sec/Block/Lot: 128.-2-21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/17/2020 pursuant to which Building Permit No. 44704 dated 2/18/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered front entry, side stone stoop outdoor shower and attached garage as applied for per ZBA#7244, date 5/23/2019. The certificate is issued to Coons,Ronald&Carolyn of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0061 11/10/2020 ELECTRICAL CERTIFICATE NO. 20-66926 9/10/2020 PLUMBERS CERTIFICATION DATED 6/24/2020 Al s ENluinbinM Heat. 0 V - A riz ignature TOWN OF SOUTHOLD �guFEocK�oG 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#: 44704 Date: 2/18/2020 Permission is hereby granted to: Coons, Ronald 5 Narwood Ct Merrick, NY 11566 To: demolish an existing'single family dwelling and construct a new single family dwelling as applied for per ZBA and SCHD approvals. At premises located at: 5206 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot# 128.-2-21 Pursuant to application dated 1/17/2020 and approved by the Building Inspector. To expire on 8/19/2021. Fees: DEMOLITION $450.40 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,164.00 JMDW $50.00 $1,664.40 Buildkg Inspector 'TOWN OF SOUTHOL.D BUILDING DEPARTMENT TOWN HALL 76S-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY is application must be tilled to by typewriter or ink and sub mrited to the Building Department with the following Th pp A. For new building or ne-Vv use: et lines,streets,and unusual natural or 1. Final survey of propel with accurate location of all buildings,'pro p �Y topographic features. lth Dept. of`Nater supply and sewerage-disposal(S-9 form)- 2. Final Approval from>:leaof Fire 3 Approval of electrical installation froth Board the solder used in system contains,Less than 2/10 of I% lead 4. SWOM statement frOm plumber certifyia1S' 5. r engineer Commercial building,industrial buileiing,rnultip�$ros+tdble for he$buildi buildings and installations,a certi tea e of Code Compliance froth architect completed site plan requirements. 6. Submit Planning Board Approval t for to April 9, X957) non-conforming uses, or buildings and "pre-existing"land uses: _ hie B. For cKisting buildings(p partyshowing all property lines,streets,building and unusual natural or topogra.p 1, Accurate survey of pro features. A gra erly completed application and consent to inspect signed by the applicant_if a Certificate of Occupancy+s 2. L P domed,the Building Inspector shall state the reasons therefor in writing to the applicant_ C. Fees �e4V dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling 550.00, 1. Certificate of Occupancy- building$50.00,Additions to accessory building$50.00,Businesses$50.00. Swimming pool$50.00,Accessory $100.00 2. Certificate of Occupancy on Pre-existing Building— 3. Copy of Crrtiflcate of Occupancy-$•�5 4. Updated Certificate-of,Oecupancy- $50.00 e lentio.l$15.00, Commercial$15.00 5. Temporary Certificate of Occupancy- � Date. L Old or Pre-existing Building: (check one) L !1��� New ConstniGtiOn: e C 0A)I L Hamlet Location of Property: S )-D *Street House No. L CIO Owner or Owners of Property: Block Z Lot - Suffolk County Tax Map No 1000,Section,� Filed Map Lot: Subdivision Applicant: C (� Permit. Permit No. 4( Date of ----- Undelwriters Approval: Health Dept_Approval: / Planning Board Approval: iJ 1/ (check one) Request Cor. Temporary Certificate Final Certificate. 5 Fee Submitted $ 44 Applicant Signature Certificate of Compliance ........................................... ............................................................................................................................................ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ...................................................................................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by Yannucci Electrical Services Cooms Residence Inc. 5206 Peconic Bay Blvd. P.O. Box 638 Laurel, NY 11948 Shoreham, NY 11786 Located at: 5206 Peconic Bay Blvd., Laurel, NY 11948 Application Number#: 20-66926 Certificate#: 20-66926 Electrical License#: 50592-ME Section: Block: Lot: Building Permit#: r7 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises-at: . New House w/200 Amp UG Service Equipment _. A visual inspection of the premises electrical system, limited to electrical devices-and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 10th day of September 2020 Name QTY Duplex Receptacle- 15 Amp, 120V 53 GFI Receptacle- 15 Amp, 120 V 7 Combo Smoke & Carbon Detector- 15 Amp, 120V 3 Switch - 15 Amp, 120V 27 Paddle Fan - 15 Amp, 120V 5 Exhaust Fan - 15 Amp, 120V 3 ARC-Fault- 20 Amp, 120V 9 UG Service Feeder- 200 Amp, 240V 1 Electrical Inspector: Anthony Giordano Di =!� :.�= iAPPR�JVE l o z S E P 2 5 2020 =fit. Mme° BP�,rG DEPT. This certificate is not valid unless raised seal is present. Certificate of Compliance .................................................................................I......................................................... ........I................ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ............I.............I........................................................................."................................................................................................ CERTIFIES THAT Upon the application of Upon premises owned by Yannucci Electrical Services Cooms Residence Inc. 5206 Peconic Bay Blvd. P.O. Box 638 Laurel, NY 11948 Shoreham, NY 11786 Located at: 5206 Peconic Bay Blvd., Laurel, NY 11948 Application Number#: 20-66926 Certificate#: 20-66926 Electrical License#: 50592-ME Section: Block: Lot: Building Permit#: Name QTY AC Blower- 15 Amp, 220V 1 AC Condenser-20 Amp, 220V 1 ARC-Fault- 15 Amp, 120V 8 Dimmer- 15 Amp 120V 14 Dishwasher Circuit- 20 Amp, 120V 1 Exhaust Hood - 15 Amp, 120V 1 Incand. Fixture- 15 Amp, 120V 42 Meter- 200 Amp, 240V 1 Service Disconnect- 200 Amp, 240V I Smoke Detector- 15 Amp, 120V 4 Transfer Switch - 200 Amp, 240V 1 Electrical Inspector: Anthony Giordano W(APP�R D1:1=_ L Cs SEP 2 5 202OThi hificate is not valid unless raised seal is present. B z 71-1 P I i I IT DE114,P T. T07)T,T I Town Hall Annex 54375 Mail,Read N Telephone(631)765-1802 P-0.j3o-,1179 G . Paz;(631)765-9502 Southold,NY 11971-0959 .t. - BUILDING DEPARTMENT TOWN OF SOOLD 2020 CERTIFICATION Date: (p�hz> Building Permit I\To, Ll Lj Denner.Cmyir — Sz06 Pew,+� (Please pfmt) Plumber: �y 1 rr�5 Fs � p�cx m�111� IZIJ�-lp (Please print) I certify that the solder used in the water supply system contains less than 2110 of I% lead. umbers Signatare�, SWOM to before me this } day of , 20,,�Z O t SUSAN A.RIZZO } Notary Public,State of New York No.01 RI6183459 No�Y Pub ic. County Commission in Suffolk County ! Commission Expires March 17,201 r z a } i �oy>�OF SOUTH°lo * * TOWN OF SOUTHOLD BUILDING DEPT. courm a 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ v] I SULATION/CAULKING- [ ] FRAMING /STRAPPING C FINALhO _ [" ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONr� [ ] PRE C/O 1 REMARKS: 1 C� `Zc nv S Tom'` 6- :6 00i'44 fa' 4*4ul-1 a piv.-A 4*e�tA A, swg,+, , DATE ?J INSPECTOR JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: May 4, 2020 To: Town of Southold Building Dept. Re: Insulation Inspection Permit#44704 Coons 5206 Peconic Bay Blvd Laurel,NY To Whom It May Concern: This letter certifies that a Insulationi ection was performed on the above mentioned addition and the Insulation was instal d per plan and Per New York State Building Code. Any questions feel free to call. S cerely, OF EW ame J Deerkoski P.E. li�� Z pROFES NOV 1 6 2020 JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: March 19, 2020 To: Town of Southold Building Dept. Li NOV 1 6 2020 Re: Framing/Strapping Inspection Permit#44704 71 Coons 5206 Peconic Bay Blvd Laurel,NY To Whom It May Concern: This letter certifies that a Framinging inspection was performed on the above mentioned addition and all framing ing � -' ap 'ng was installed as per plan and Per New N--- York State Building Code. Any questio s fe free to call. Sin rely, NEW,, <1 E C!) i Deerkoski P.E. JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: April 29,2020 To: Town of Southold Building Dept. Re: Plumbing Inspection NOV 6 2020 Permit#44704 Coons 5206 Peconic Bay Blvd Laurel,NY To Whom It May Concern: This letter certifies that a Plumbing inspection was performed on the above mentioned addition and the Plumbing was installasper plan and Per New York State Building Code. A pressure test was also perfo e n the entire plumbing system. Any questions feel free to call. S cerely, NEW Yo E co the e S c k m m J Deerkoski P.E. entire erel� J1 FES Home Ener Rating Certificate , Energy g Property _; z _,HERS 5206 Peconic BayRating Type: Confirmed Certified Energy Rater: Michael Fauci JNS Development Rating Date: 2020-08-10 Rating Number: MC484 rn _Registry ID: 319301648 5206 Peconic Bay Blvd Laurel, NY 11948 N `� o - Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 54,J :. Efficient Home Comparison: 46% Better Heating 51.1 $1046 61% Generallnformation Cooling 1.9 $96 6% Conditioned Area 2148 sq. ft. House Type Single-family detached Hot Water 11.5 $221 13% Conditioned Volume 20634 cubic ft. Foundation Enclosed crawl space Lights/Appliances 20.0 $338 20% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 84.5 $1717 100% Heating: Fuel-fired air distribution, Natural gas, 92.0 AFUE. Heating: Fuel-fired air distribution, Natural gas, 92.0 AFUE. Criteria Water Heating: Instant water heater, Natural gas, 0.95 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 83.00 CFM25 Ventilation System Exhaust Only: 72 cfm, 23.2 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-41.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate Htg: 961 Clg: 96 CFM50 Foundation Walls R-0.0 ` D Method Blower door kG� /D `� �� �'�'` / Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 570 Clothes Dryer CEF 2.32 Dishwasher (kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v1 6.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 5206 Peconic Bay Blvd City: Laurel Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone (CAZ)# of 2 Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-08-10 Outdoors Temp During Test: 88 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary: Yes J w l No❑ Type: Furnace ✓❑Boiler❑Heat Pump Q Other❑ r Z Venting Type 3 - Drat Sin lla�e S iSn Ilase 'Vo CO Efficiency' Fuel Tyne Circle T p e ascal (worst Case atural ` +orst Case atural Rating:92.0 NOPEI O❑Eo NQN0MES_Z N/A Pa. Pass❑✓ Fail❑ PassOFail❑ N/APPM NIA PPM Yes ❑✓ Tie: Standard Tank[—[Indirect Tankless ❑ Size: 0 0 Style Common Vent❑ eater Heater Primary: No n Instantaneous ✓❑Commercial (See Note 5 below) (Gallons) a Stand Alone �✓ s a Venting Tybe 3 Drat Spillage Spillage(Natural) CO CO Efficiency Fuel Type (Circle Type) (Pasc_al). ,- (Worse Case) (Worse Case) . (Natural) EF: 0.95 N_❑✓ P❑O aEE N❑M Q S 0 N/A Pa. Pass[Z]Fail❑ PassElFail� N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO 1 PPM Ambient CO(During Oven CO Testing) c PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting 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 testis 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 REQUMED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: 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 Rater Name: Michael Fauci Rater Number: 8619824 - Rater Signature: �, ; � ,�, , , f Date: 2020-08-10 202 NOU 1 6 Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 5206 Peconic Bay Blvd City: Laurel Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone(CAZ)# 2 of 2 Location of this CAZ: Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-08-10 Outdoors Temp During Test: 88 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: VI, eafing System Primary: Yes ✓❑No❑ Type: Furnace Q Boiler❑Heat Pump[:]_Other❑ $ icien l' Fuel Tvne z. Venting Tuve 3 Drat S�in Iage, Sin llage3 CO, CO Circle T e (Pascal) (Worst Case atural01or9 Case atural Rating:92.0 NOP❑O❑E❑ N❑N❑MOS�✓ N/A Pa. Pass❑✓ Fail❑_ PassOFail❑ N/APPM NIA PPM ; Yes Z Type: StandardTank❑_lndirect Tankless El Size: 0 0 Style Common Vent El WatePHeateY Prima No n Instantaneous ✓❑Commercial (See Note S below) (Gallons) Stand Alone ✓❑ s z Venting.T.ype 3 Drat Sip llage Spillage`(Natural) CO CO ( E ici'enc Fuel Type P) (P (W _ _ N Circle Type) ascal)� orse Gase) (Worse Case) ( atural) , EF: 0.95 NO P❑O aEl] N❑M❑S❑✓ N/A Pa. Pass❑✓ Fail❑ Pass❑✓_Fail❑ N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting 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 regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: 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 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: i, f 2020-08-10 Date: r.; NOV 1 6 2020 : IELD INSPECTION REPORT -DATE COMMENTS , FOUNDATION (IST) � y ------------------------------------ FOUNDATION (2ND) ROUGH FRAMING& ®` PLUMBING y 00 e INSULATION PER N.Y. y STATE ENERGY CODE l � r FINAL Ow fic�c�t ADDITIONAL COMMENTS Jai O er> Z ® rn . Q y z � x 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 V Survey Southoldtownny.gov PERMIT NO. v Check Septic Form N.Y.S.D E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Appioved ,20 Mail to: Disapproved a/c / A Phone: �` 2 D Expiration ,20 Building Inspector L JAN 1 7 2020 APPLICATION FOR BUILDING PERMIT r Date �-fJ �� , 20 2� ~ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings 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,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder w,/V Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed ork will be done: House Number Street Hamlet County Tax Map No. 1000 Section Z- Block Lot 2—L 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 (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories t 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? *YES NO IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF I ) 8o na I WAS being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the 6Wy�I' (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me tllis- -7 day ofJCtflUftAV 20 20 11" TRAff.Y L. DWYER Notary Public NOTARY PUBLIC,STXI'E OF NEW YORK Signature of Applicant NO,01 OW6306900 QUALIFIED Ih' jr=�OLK COUNTY COMMISSION EXPIRES JUNE 30,2Oao9 Scott A. Russell ,DSU1F,X4- ST01KMWATIER, SUPERVISOR , MANAGEMENT �S SMadnRUDTOWNHALL-P.E Box 1179 Town of',Southold 530955Main Road-SOTHOLD,NEWYORK 11971 1,�. CHAPTER 236 - STOIIRNWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOLES THIS PROXECT INVOLVE ANY OF THE FOLLOVONGs: Yes (CHECK ALL THAT APPLY) No ® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑IB. Excavation or filling involving more than 200 cubic yards of material / within any parcel or any contiguous area. ,� ❑Inc. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. [3D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑EE. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. QR"F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes In-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Cbapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your]Building Permit Application. APPI_IC4NT (Property O%vner,Design Professional Agent,Contractor,Other) S.C.T.M. 1000 Date Dlslrlct NAME [9AJ �..�C �+�O I L$ L ///71"ZD Section Block Lot 2 7 L / #'*�FOR BUILDING DEPARTMENT USE ONLY Contact Information S 6 le, d b-6 Y©L iTr"phanr vumtrtl Reviewed By: — - - - - - - - - - - - - - - - - — Date. Propertv Address I Location of Construcllon Work — — — — — — — — — — — — — -— — — D Q Approved for processing Building Permit. Stolmwater Management Control Plan Not Required. Stormwater Management Control Plan Is Required L�_ ® (Forward to Engineering Department foi Review.) FORM " SMCP-TOS MAY 2014 �A Fot/r Town Hall Annex ��•®= �.� Telephone(631)765-1802 54375 Main Road �, ' Fax(631)765-9502 P.O. Box 1179 , Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION.AND/OR,TIMBER CONSTRUCTION Date: U * Z 2-&Zfl Owner: Il�/d/ � � f�' /J 0�Rem�� Location of Property: _�� �e ��G�fV1 bdi Please take notice that the (check applicable.line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable'lin - Floor framing, includi g girder nd beams (F) Roof framing (R) Floor and roof framing (FR) Signature: 4"R a Name (person submitting this form): Capacity heck applicable line): Owner Owner representative TrussReg15 docx Effective 1/1/2015 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 27, 2018 TO: Michael Kimack(Coons) PO Box 1097 Southold,NY 11971 Please take notice that your application dated September 19,2018: For permit to demolish existing dwelling and construct new single-family dwelling at: Location of property: 5206 Great Peconic Bay Blvd.,Laurel,NY County Tax Map No. 1000—Section 128 Block 2 Lot 21 Is returned herewith and disapproved on the following grounds: The proposed construction,on this nonconforming 10,507 sq.ft. lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states: lots measuring less than 20,000 square feet in total size require a front yard setback of 35 feet and a rear yard setback of 35 feet. The proposed construction has a front yard setback of 27.8 feet and a rear yard setback of 10.7 feet In addition,the proposed construction is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard. The location of the new dwelling will place the existing accessory shed (less than 100 sq. ft.) in the side yard. (h Authorized Sig 18K, Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. 6 BOARD MEMBERS Southold Town Hall UT Leslie Kanes Weisman,Chairperson ���F SCy� 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes v, Town-Annex/First Floor, Robert Lehnert,Jr. • �O� 54375 Main Road(at Youngs Avenue) Nicholas Planamento IyCoU Southold,NY 11971 r , 711. ' http://southoldtownny.gov RECEIVE® DDi ECS. ; ZONING BOARD OF APPEALS T so 14M JUN - 3 2019 TOWN OF SOUTHOLD M AY 3 2015 .�„ Tel.(631) 765-1809 •Fax(631)765-9064 • Sou old Town Clerk TOWN OF, SOUIDI�:1+?:J FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY 23, 2019 ZBA FILE: 7244 NAME OF APPLICANT: Ronald Coons PROPERTY LOCATION: 5206 Peconic Bay Boulevard, Laurel SCTM No. 1000-128-2-21 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 26, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. TOWN OF SOUTHOLD OFICE OF THE ENGINEER: The application was referred to the Office of the Engineer for comments and recommendations. The Engineer issued recommendations dated December 18, 2018 which included; shifting the location of the proposed structure one foot in the easterly direction, sediment controls to be considered to prevent excess stormwater from being directed to neighboring properties, recalculations be amended for a formal stormwater review to be conducted at the time of Building Permit application, and that a New I.A. Sanitary System be constructed with the approval of the Suffolk County Department of Health Services. PROPERTY FACTS/DESCRIPTION• The subject parcel is a non-conforming 10, 507 sq. ft. parcel located in an R-40 Zoning District. The property has access through a right of way from Great Peconic Bay Boulevard. The property has a frontage of 137.16 feet which at the south end runs westward 88. 79 ft, returning northward 117 ft, then running east 97. 96 ft. The subject parcel has a 15 ft. wide right of way running through the front yard which provides access to the parcel and to the neighboring parcel to the south. The subject lot is currently improved with a two-story frame residence, and an accessory shed as shown on the survey prepared by John C. Ehlers, LS dated September 19, 2017. BASIS OF APPLICATION: Request for Variances under Article III, Section 280-15; Article XXIII, Section 280- 124; and the Building Inspector's Septetnbet 27, 2018, Notice of Disapproval based on an application for a permit to demolish an existing dwelling and construct a new single family dwelling, at; 1) less than the code required minimum front yard setback of 35 feet, 2) less than the code required minimum rear yard setback of 35 feet; 3) an Page 2, May 23, 2019 47244, Coons SCTM No. 1000-128-2-21 existing shed located in other than the code required rear yard; at: 5206 Great Peconic Bay Blvd., Laurel, NY. SCTM#1000-128-2-21. RELIEF REQUESTED: The applicant requests a variance t6 reduce the front yard setback for a proposed new residence from the required 35 feet to 27. 8 ft and reduce the rear yard setback from the required 35 feet to 10. 7 feet. The applicant also requests a variance to maintain an existing accessory shed in its current location which will become a the non-conforming side yard upon construction of the new dwelling. ADDITIONAL INFORMATION: At the March 14, 2019 hearing testimony was given by the applicant's attorney pertaining to the request for setback relief from the code and the existence of public water at the site. In addition, the representative discussed with the board the applicant's intention to install an Advanced IA sanitary system on the property. The 15 feet right of way was also discussed pertaining to drainage, and setback issues. The owner of the property testified to the fact that the entire existing structure was going to be removed, along with the existing foundations. A letter dated March 22, 2019 from the applicant's representative was received along with exhibits including photographs of comparable relief issued to other properties in the neighborhood At the May 9, 2019 public hearing testimony was given by the applicant's attorney as to the character of the neighborhood as he described orientation of the houses in the surrounding area. An aerial photo was introduced into the record that showed the adjoining houses with the same orientation that is proposed for this project. The applicants architect testified that the house could not be brought into more conformity with the limitations of the property. Both the attorney and the architect for the project attested to the need for an IA sanitary system for the property. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 14 &May 9, 2019 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to•be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. As per an aerial photo entered into the record by the property owner's attorney, the adjacent houses all have the same orientation on their properties in relation to the water. The proposed residence is also not out of scale to the adjoining houses. The existing shed is common to many adjoining properties and is only in need of a variance due to the proposed construction. 2 Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Due to the irregular shape of the property, almost any proposed construction on the site would require variance relief, particularly given the orientation on the subject parcel of the proposed dwelling, which is consistent with neighboring houses, all of which are sited to take advantage of water views. Therefore, it would be very difficult to fit a house that is in character with the surrounding neighborhood on the property without variance relief. 3. Town Law §267-b(3)(b)(3). The variances granted herein are mathematically substantial; the front yard setback representing 20 % relief from the code, the rear yard setback representing a 69% relief from the code, and the location of the shed representing 100% relief from the code. However, the surrounding neighbors' houses are Page 3, May 23, 2019 #7244, Coons SCTM No. 1000-128-2-21 similarly oriented toward the water and have similar setbacks due to the small properties in the neighborhood and the existence of an easement required to access homes from Peconic Bay Boulevard. The as built shed is less than 100 square feet and is logically placed on the subject property with no adverse impact 4. Town Law X267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the conditions imposed by this board. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new single-family residence with a shed while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Lehnert, seconded by Member Dantes, and duly carried,to GRANT the variances as applied for, and shown on the site plan prepared by Mark Schwartz, Architect and dated December 21, 2018 and the architectural plans by Mark Schwartz,Architect dated 08/28/2018. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install an alternative I.A. wastewater treatment system as approved by the Suffolk County Department of Health. 2. The proposed porch shall remain unenclosed and unconditioned. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized tinder this application when involving nonconformities tinder the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de mmimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Page 4, May 23, 2019 #7244, Coons SCTM No. 1000-128-2-21 Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board:. Ayes: Members Weisman (Chairperson), Goehringer,Dantes,Planamento, and Acampora. This Resolution was duly adopted (5-0). c � eslie Kanes Weisman, Chairperson Approved for filing /� / Christina M.Bonelli n ati o n a l g ri d Sr.Supervisor,Central Processing Customer Connections Department t ,,I February 14,2020 { ' FEB 1 4 2020 Ronald Coons 5 Narwood Court Merrick, NY 11566 - E=mail: RONALD.COONS@GMAIL.COM : NICK@JNSDEVELOPMENT.COM National Grid WO#T102289254— 5206 Peconic Bay Boulevard Laurel, NY 11948 (National Grid Service Line runs to and meter located at 5194 Peconic Bay Blvd) [Customer owned pipe runs from 5194 to 5206 Peconic Bay Blvd] To Whom It May Concern: This letter is to advise you that while there is a gas service line on the subject property to an unrelated structure, the specific structure does not have an active gas service line. The active gas service line does not affect the proposed scope of work to the specific structure. However, National Grid wants to bring to your attention that accessory structures must be checked by a qualified contractor, to ensure that"customer"owned gas piping does not service the subject structure. National Grid is not responsible for the identification of or the disconnection of such gas piping to accessory structures. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, days but not more than 10 days prior to starting work, not including the date of the call. The number to call is either the nationally sponsored"811", or the local number for NYC/LI area,,1-800-272-4480. This confirmation letter of no active gas service line to the subject property does not relieve the excavator of making this "811"call. If you have any further questions, kindly contact me at 631-348-6150. Respectfully, — Christina M. Bonelli Senior Supervisor, Central Processing Gas Customer Connections NY 1650 Islip Ave,Brentwood NY 11717 T:631-348-6150 F:516-806-6133 www.ngridlirudprocessingu@nationalgrid.com ' SE(i FEB - 3 2020 1/31/2020 RONALD E. COONS Service To: 5 NARWOOD CT 5206 PEC BAY BLVD MERRICK,NY 11566 LAUREL,NY 11948 Customer Project#:900000105734 Dear RONALD E. COONS: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753) requires all contractors to call for a utility locate(NY 811) prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above, please contact Building& Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Carolyn �Mackin �—Manager Building&Renovation Services PSEG-LI i I _ RBVLSIONS SITE DATA: SCTM#1000-128-2-21 DESCRIPTION: TOTAL LOST COVERAGE: EXCAVATE: FILL FROPFSRY lawsa. 034AO ESDMAIN C,F 19805Q. GROUND DISTUReMICE D=NG HOUSE 1203650 FT roDEMOUSH - EXISTiNGSTOOP 23091". roDEMOUSH - - EXISTING OD SHOWER. 67450 FT MDEMOUSH1� 4 EL 8.9' EXDTING,Ilm 9a0 SO.FT. 09%N / l//�\��J / rr r PROPOSED ROUE I487ASQ FT d2%I>b Ii `II PWPQSEDVOR 6 SmF 0b%lI�� PRoW STOOP n4smFF 0]%ALAN CONGDON I ` PROppSEDOD SHOVIDL 6]45yFT Ob%06 PATRICIA CONGDON 11 j , Ico N / O/ FMELISSANAPPI PROPOSED PROPPED DIYWELLS. I• M7.0 TOPSOIL I HAY BAY OR SILT FENCING o RICK NAPPI LOCATIONLIMITS OF CLEARING TO BE rorM18132sa Fr ns% \ / NO MORE THAN 20'FROM — PROPOSED WORK AS MFETS6BOUNDS BY JOHN FRIERS IANDSURVEY00. SURVEY DATE. 919-2D17 Q a INDICATED ON SITE PLAN W p1 PROPOSED OUTDOOR SHOWER AND CHANGING AREA - O EXISTING 0 JF LACE / _26,2e BILCO I -D I \`\\, \�� \ EL 10' PROPOSED �` io:\;\\\\���:\� �•�\.\ ,\\\��\\ \; \ POSE.. 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CAPAQSY �0 FD �F \ On/ AROUND HOUSE ,A- DR AY 60]050.FT wQ7CUFT 6'd Tde 447NFS D g, 89) `\ off N / O / F �- nousE 316.]SQFr 529N Fr 6'dlw.3'hep 6]AN R a \ {- HOUSE 8363 SO R. 1397N FT e'dl ,Sde 169UCU FT pO/F pq Y \ MARY MINTON HOUSE W8SO FT 1—CU Fr Va.3dM 1266N FT CF FFA \ IRREVOCABLE TRUST III PLY QEDSII N / O / F BERTRAM PATTERSON eR a ."n qs O F ,oA� U r � �—ARR,EgR SUPT . \ \ ry� ry 935x32 srmFnu vmvwimsu r, N DRY WHLS TO BE 30 MIN IAWAYFROMHOUSE SITE PLAN 3�I6/ V ° � d l~ SCALE:1"—10'-0' ® EL 9.8' ra o ;3.^iyt✓''1' 4=ate ` �!a� `. r 1 To " r �W ! r '-• DRAWN 1.0I/M5 SCALE. va'�r-0' �f' / S •' JOBM � 1tl' PA ,•e�.e�q1/' $ryi®yv17.7A18 9¢Ef NUMBER. S-1 0 mmm ® IT1 m mm LEI LE , m N 0 El 0 s PROPOSED NORTH-EAST ELEVATION SCALE: 1/8"=1' � Bldg Dept copy from ZBA ��--�-1 Final reviewed�oFymettt5 ZBA File# y�Kf Date.S/ / 2015 oao m m ®® P.. 44 EXISTING NORTH-EAST ELEVATION SCALE: 1/8"= 1' COONS HOUSE 08/28/2018 ------------------------------------ O `m - I o \ r O m PROPOSED-NORTH—WEST ELEVATION SCALE: 1/8"=1' _ Bldg Dept copy from ZBA EXISTING NORTH—WEST,ELEVATION zeA>•revie�V f'en`s SCALE: 1/8"= 1' Date:�/ / COONS HOUSE 08/28/2018 0 mmmIE1 EB m 10 N m m _ m PROPOSED SOUTH-WEST ELEVATION SCALE: 1/8"= 1' a a Bldg Dept copy from Z13A Final reviewed doo Wft MA File� `r EXISTING SOUTH-WEST ELEVATION SCALE: 1/8"= 1' COONS HOUSE 08/28/2018. 39'-8" O BEDROOM No 4 BEDROOM No.2 BATH A BEDROOM No.1 `v • SUN ROOM a ro BEDROOM No.3 ott I N LIVING ROOM M II KITCHEN II ENTRY / O O �J O --------------------- --------------------- c LAUNDR I m � I I iV N EXISTING FLOOR PLAN SCALE: 1/8"= i' PROJECT NORTH " Bldg Dept copy from ZBA Final review4 ents ZBt F Date: / L COONS HOUSE 08/28/2018 A B 39'-8" 16'-0" 3'-2" 12'-4" B'-2+h" 8'-10" 7'-1+/z" , T-6" 3'-6" - --- --------- OUTDOOR BBQ AREA a' -- i�-OWER -- '� DKxING � D 1 n N • � \ a M A%V/31 OI \\ d AxV91 .2 Y-e R MOMR masv0+r us wvl.n] R)2xI0 HDR R12xI0H ® ®� p.4umoru iV�lumw \/ N 0 ) � c O B� iD C � I - MANG ROOM a BEDROOM No 1 I 2'4• n 1 1 I§1 ;?-0- rl e 1 1 --------------- a 1 STOOP 2 RI�I-]/B ML w/3/4'ffEEL UPSET BFAM 10 N DEGKlNG .���.�.�.� - N Do O O PANTRY --I'll11®IZ•D!__- 1001 1-- 'E'W10E Siu4 7 INA®]5/e' mj Q �Y9 , GARAGE C s/R'mE-xsI+EEIRocx o O O ITK CHEN 1 1 WA.&CDUNG I C Q 0 N ^3 % o uW ; • 1 F C 0 0 I I NT 11 O 11 iD 1 1 iD 1 1 - DININ M 1 I asmm (2)2 14DR 2X10 Fl0.E D000. - 0. 2-T 3052 jp R)2100 HDR V6-3AWU618 ENTRY R)' R)2xI0 HDR RI 2%I2 HDR 2-TYM36 Q �IY D Hi . PORCH o _. n 121 c (3)2x12 GIRDER ________________________ 8--1" 7'-1" 6'-10A" 6'-10Y1 5'-2" 1 5'-2" 2'-6" 7'-81h" - 15'-2" 13'-8Yz" 10'-4" 55'-8" • B A " Bldg Dept copy from ZBA Final reviewgyylghents _ 1ST. FLOOR PLAN zBA Fi SCALE: 1/8"= V Date: COONS HOUSE PROJECT NORTH 08/28/2018 A B 7 39'-8" 16'-0" 9'-3h" 11'-9" 6'-4'h" 5-9" 3'-4" 9'-1" 6'-11" zxP SOUNDI I T D46 AA31' WALL Ail AM 4 (2)2XP kDR R)2XP 1 R RT'lAP MDR ® N WALK-IN I CLOSET v a0 14•_8+ 5'-1" 6'-9 5'-1" 5'-7 . $ xR)2X6 ,+ O I $ c(rTP) n MASTER (/��•�, D Y m - r4• BATH V• BATH RO M a L 2 m fJ ry tl /•�. 3-A373tn NWII T-0'PLT FIT M E MASTBEDROOM ® N ER 2•-6• 7�• R) 2xen"a n POS 0 1� 18'-2h" 15'_6h" a 7 1�1 •� .-. 1.3/4%14 S RUSH PEVA I q - n • � I 0 STAIR HALL j �r LI 72'-7" I 3h""' I 13'-3" ^ I C D UNFINISHED ATTIC r-6• x BEDROOM NO.3 -01 I ) o tt (2)2X6 I BEDROOM No.2 —b POST ;t I BRW O - R)2X8 HDR . =4X:1�iR�i . DORMER /• I • 3-A31 I Sd•PLT-Hi - g. •ML HD0. 2%8 HD� 8'-IO UY 2. 046 ` 6-101M 7W3046 PLT.Hi. PLT.NT- 7'-93/4" 7'-4Y." 6'-101/4" 6'-10'/a" 8'-23/4 8'-22V-" 15'-2" 13'-8h" 10'-4" 16'-5'h" 55'-8" B A I 2ND. FLOOR PLAN SCALE: 1/8"=1' PROJECT NORTH Bldg Dept copy from - Final rvi eewed 140 eflts ZBA Fil # "7a/2 Date: / COONS HOUSE 08/28/2018 5URVEY OF PROPERTY �Oa N 51TUATE : LAUREL O`,�� e s TOWN : 50UTMOLD �O�J E 5UFFOLK COUNTY, NY ��-�O SURVEYED 09- 19-2017 SUFFOLK COUNTY TAX # 1000 - 128 - 2 - 21 CERTIFIED T0: CAROLYN B. COONS RONALD E. COONS 1 \ EL. 9.8' 01 \ sem° VA o 0 FRAME SHED \ o E 0' � o 0o �6 1 DK' \ p T 1`1 �,A �� �� \ EL. 7.3' Cao o \ P 90 40 -J PROPERTY 15 LOCATED IN FLOOD ZONE SHADED X FEMA FIRM MAP NUMBER 3G 103CO453H NOTES ® � � "Unauthorized alteration or addition to a survey mop beoring a licensed land surveyor's seal is a E MONUMENT FOUND .��s C Ey violation of section 7209, sub-division 2, of the JOHN C. E H LE R5 LAND 5 U RVEYO R 7 y, New York Stale Education Law" ❑ WOOD FENCE ��\v� <��N d� "Only copies from the originol of this survey o SPLIT RAIL FENCE 1 marked with an original of the land surveyor's stamped seal shall be considered to be valid true -•—•-- WIRE FENCE � copies" ELEVATIONS REF. NAVD'88 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 g tg Certlficatlons Indicated hereon signify that this survey was prepared in accordance with the ex- Area = 10,507 5 RIVERHEAD N.Y. I 1 901 3G9-5285 Fax 3G9-8257 y.�'� E isting Code of Practice for Land Surveys adopted Li. Ft. f `v ^ °� by the New York State Association of Professional `� -� Land Surveyors Said certifications shall run only Area = 0.24 Acres i/S S <:'(f to the person for whom the survey is prepared, Ion ialandlande,urve or.com c u?o p 9 Y W and on his behalf to the title company, overnmen- G PHIC SCALE 1"= 20' .Aa�CA,��I(�J ,�' lot agency and lending institution list d hereon, and -�r"_I"?j.,;jT�"" to the ossignees of the lending institutionCertifico- 17-1 G5 tions are not transferable to additional institutions REVISIONS: HEALTH 00/00/2009 - ; ,, FL 8.9' SITE DATA: SCTM# 1000-128-2-21 DEPT 7,0 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: N / O / F1 `I DEC ®�� PROPERTY 10.507 SO FT 0.24 ACRES ALAN CONGDON �(( / \\ caouESTIMATED N oun AREAOFneo s4 FT \\ PATRICIA CONGDON I j IHEALTH SERA Ecm E-S N O F PROPOSED .COO° plc p-@ ST 9 EXISTING HOUSE 12036SQFT- TODEM . TOPSOIL I \ GdUQ � tl4fULIl� ' \ LOCATION \ _ PUBLIC WATER y EXISTING STOOP 230 SO FT. TODEMOUSH 0l��� MELISSA NAPPI / \ �• o� \ / \ HAY BAY OR SILT FENCING o•� �•• RICK NAPPI EX.EL 8.5 � � ( .D- I OQSTINGO D.SHOWER 6745Q FT TO DDAOUSH - s•."••". • irw�s PROP.EL 9.0 �W LIMITS OF CLEARING TO BE II® g Z / \ \ — NO MORE THAN 20'FROM I EXISTING SHED 9B 0 S2 FT 09%6 f ONCRET$ \ ��` PROPOSED WORK AS PUBLIC WATER WASHOUT` I INDICATED ON SITE PLAN PROPOSED HOUSE 14674 SQ Fr. 143% 30 CU.YD 10 CU YD I / PROPOSED Ol,1,TDOOR SHOWEV I �.� AND CHAN�ING AREp' � SQ T3 tlPROPOSED PORCH. BB 4 SQ FT 08% 2 CU YD I CU YD '— A J l 0 1 1 1 1 Line(s) MUST 6d UST Pe I5 SI�Ypo✓`te;d By PROPOSED STOOP 720FT. 07% 12 CU YD 3CU YD B B fi T PROPOSED 0 D SHOWER 674 SQ FT DA% 3 CU YD I CU YD 4 EXIST INGGRADE(EL.7.0) 26• \ \ v I G8.ffolk Cour5y �•Dept I � V TO BE RAISED TO EL.9.0 t z1 \ 1 /1 7�j ��II 852-5700, 48 Hour In Advance, � '-, AROUND HOUSE — \ BILCO n i a y y� } 3 DRIVEWAY. I60]SQ FTI m ti b ESTIMATE FILL 170 CU.YD EX.EL 8.0 1 _E- �\ O17 TO Schedule Inspecalon(`s"° y ' \ \\ \ PROPOSED DRYWELLS I6'dia-8%vF 6dL.]vQ 24 CU.YD 6 CU YD y" O PROP.EL.9.0 CONTROL SO OL U ti ELtIt ELECTRICAL TOTAL 1813.2 SQ FT 17.2% TCU YD 27 CU YD PROPOSED160 I Rte., cn PROVIDE SEPTIC AIR VENT COVER / STOOP ♦ OUTUNE I y N OVER AIR VENT AS APPROVED BY MEE156 BOUNDS BY 1-.N--.--P. SURVEY DATE 949.2017 y� GE CHDSFOR FOOT/VEHICLE TRAFFIC m I O� Z \3 N F` M \\\ \ F MN'.• 6�R 2. W I g��\ � "N I 5, 5 ST SEPTIC TANK LP LEACHING GALLEY o BO 6 _ ---- I\` NRB � 28so, GREAT PECONIC P��,� O EP EXPANSION POOL ` p 3 GSD o BAY BOULEVARD w z DISTRIBVf1GN MH MAN HOLE P 'OV[AND-1 IAEE' DRIVEWAY EL 9.5 //��MANHo1E7eox - 47 EXISTING WATERLINE o V•. R'11§ ^ EL 7.3' EXI . LNAT� �O°O �q AS REQUIRED(MIN 10' _ - ••, --) ,' --; "�.y - CB CATCH BASIN O R SEPERATION) MIN 1 LP i i LPI LP s' DW DRYWELL 7y 0 i 4 I O L 4 'Q i EXISTING SEPTIC SYSTEM �a� 0 ` Q TO BE REMOVED 8 /J A 1 LP 1 I LPI ORM WATER MANAGEMENT DETAIL COO ` /y t, p�C�8S T 1 O 1 'O I 1 1 TEST HOLE }r 4 _ 4* ORYWELL: LOCATON ARM 10096 RUNOFF DRYWELL DRYWELL O •�Cy_ O ,7 T 9p / - -- EL.:9.5 ®2'RAIN/HR- INSTALL CAPACITY /^'� � RO F� ` �B MIN.1 _ _ DRNEWAY 6070SO FT 1014 CU Fr Vdm.s'de p 1117 CU FT- F�1 EXISTING HOUSE WATER ✓✓ 9O 1 ( N / O / F B / -B- HOUSE 316.7 SQ FT. 529 eu Fr 6'd-3'deep 670 0.0C FFr. 0 METER LOCATED ON PECONIC r7!p SIV CON EP 1 EP ( EP GRADE /��y{F�gy, c- HOUSE 6482836 3 SQ Fr 1397CUFr B'mz.4'd p 1266CU FT- 0/ `•"�• 4} HOUSE 64895Q.Fr IOB4CV Fi e'dia.3'deep 1266CU FT BAY BLVD.BYSCWA °!F 6 �RL� --- ...;EL 9.5 MARY MINTON , �, LAWN (35COEFFICIENTLAWN) O '''� .E MEW GRADE) 26005Q.FT 152 CU FT e'd1—Vdeep 169 CU FT NEW SHUT OFF VALVE TO F / BE LOCATED IN CRAWLSPACE FD FqT h / IRREVOCABLE TRUST- �: HCS N / 0 / F PUBLIC TER BERTRAM PATTERSON SROk _ F CTM# 1000-1-282-21 p9�+yAt �a �gt�p,3� �qy g y��T gp1gGINF-F-(i 9S CF-RPTIFi aAgp�6p0�.d� b,G.E�'}c.�1��IRE- o PUBUC WATER b61'JGl3�IU$m9 I P.E. O1`\R.A. )o-,+91�:,1•h.1�F14. A E ION �1,18TALUJio3�MtruC,0NTfRUC7f 01 SITE PLAN `� 0 ® Q3 n — SUF OLIC COUNTY DEPARTMENT O� Q-1�J4LTII ��iZ1tIC�� � v a SCALE: 1 — 20 -0 •,6- v� o FOR FNAL81.PPR r�AL• a i-'ORES l` Il � EL 98' PERIV11T FOR APPIROVAt°®1°COPIS PRL1CTt013 FOR A z W SINIGLE rA�413-y RCSIDENCE ONLY O _ o PROPOSED HOUSE,SAME SIZE AND SAME ,�A N 1 6 2020 O A LOCATION AS EXISTING HOUSE(TO BE J REMOVED)ELLEVATIONS REF.1988(NAVD 88) DATE G' ti EF. No 0,6 1 ^* g FEMA FIRM MAP NUMBER 36103CO483H Ar`"'I'RC>T1lEo L'- .� � `�At �tllo $ s Y,1 '�ti� '! I �"'ut�"a t ��4a � F ° y ` FOR MAIM Fig O.F DRAWN MH/MS For,0 Ts�ke:%6` ila a d x'53"y �tu'28P�•t a Abandonment of existing s s BEDROOMS SCALE t //nn,�11 /!��ppp�yp ryp with IIflXF'1 R�a� 1 1`IR� JOB a B" • l;T�4R 5 h to t.y P Pn ^•4 'Ltli+Llk M rftee VVitE,1 4r -� _ eeqment submit EARS FROM DATE OF APPROVAL y 5 i,.'p� Monday,December 2,2 19 �� �F1a-,7 Lri�b�� �rIS'v�,JC..uL����4�vd U� -- �rl� � wpyoof I SHEETNUMBER. � m - ------ S-1 ELECTRICAL CABLE TO CONNECT TO REVISIONS: CONTROL BOX IN FLEXIBLE WATER HEALTH TIGHT CONDUIT SEAL HOLE AS RED DEPT 00/00/2009 CONNECT TO SERVICE PANEL BY LICENSED ELECTRICIAN p., Pe—H HOUSE FF EL 11.0 Paz GARAGE SLAB 9.7 vz,- FRF5H AIR VENT WITH CARBON FILTER LOCATION FOR 4 TORE GREATESt IUMSTRATION LOCKING CAST LOCKING CAST LOCKING CAST AN,TRAI've THAN TFROM PURPOSE ONLY [RON COVER IRON COVER IRON COVER COVER POLYPROPYLENE LP mf TO 7� 'I'MOR, GRADE EL 9.5 ST MANHOLE GRADE EL 9.5 zg; ig& CLEAN 6X6CURB out 4wdIa. PVC 5 4"dia.PVC INV. CH EL- 8 ON EACH OURET 4"dia. PVC U 7.8 1/8'PITCH 1/8"PITCH INV. -i=-r INV EL. 7.5 - INV. EU 7.o F4,011 -EU- 6-9 EU 6.8 U (6)4.75'x8 5'x2'LEACHING GALLEY INV TCLEAN EL XCLEAN d SAND COLLAR to SAND COLLAR 2' m 120 VOLT-1 o MIN. 60 Hz-20 AMP SERVICE INV. NORWECOTNT5001600 0 EL 35 1300g.1 SEPTic TANK 1• (1-0 PRO DESIGN) EL I.T HIGHEST EXPECTED GROUNDWATER NOTE AERATOR,PUMPAND INTEGRATED SYSTEM CONTROL PANEL MUST BE PROPERLY GROUNDED taELECTRIC ONE LINE DIAGRAM (NOT TO SCALE) EL.9.5' DARK BROWN SANDY LOAM 120 VOLT.lo SERVICE TO NEW 20amp, NORWECO CONTROL PANEL I POLE BREAKERUTILITY 0.5' OL -2#12.#12 GRD IN INCOMING SERVICE PVCOOND U 200a,10,120/240 VOLTS NO Lcu OZ Wildid "'C' C) SINGULAIR -CUIT I BROWN SILTY SAND -p UNIT BREAKER N L Sm AE CONTROL LPPAE P 84 I p- PANEL ow EX.GROUND POD4 NOTE- 3' 1).BURIED ELECTRICAL POWER CONDUITS SHALL BE A MINIMUM OF 24 INCHES BELOW GRADE. 2).ALL ELECTRICAL WORK TO BE PERFORMED IN ACCORDANCE WITH NEC. PALE BROWN FINE SAND SP . .�A.� AAG�. _ _ " -128-2-21 POWER�� FLOATS SCTM# 1000 Ll 0 1 2 1 8.3' MMP43w LIS loj �D WATER IN BROWN FINE SAND 0 SP Z U 17' kn NOTE WATER ENCOUNTERED 8.3'BELOW SURFACE EL 1.2' DRAWN: MH MS 116VAC HIGH HEAD SINGULAIR 0 ON I OFF HI�WAMRALARM TIMER OVEM EFFLUENT AERATOR CONTROL CONTROL CONTROL TEST HOLE DATA SCALE SPUPPLV PUMP FLOAT FLOAT FLOAT JOB GENrRALMOTFS, SHEET N McDONALD GEOSCIENCE MondayDecmber2, 19 UMBER A DECCATED 20 AMP CIRCUIT BREAKERAT MAIN SERVICE PANEL SHOULD NOT BE ENERGIZED DATE:12/4/2017 UNTIL THEAeRATOR IS INSIALLMAND READYTO BE PLACED INTO OPERATION. INQRE THEAERATOR IS OPERATING WHEN THE FACILITY IS OCCUPIED. S-2 THeOCAL,LICENSED NORVIECO DISTRIBUTORWILL PLACETHEAERATOR INTO SERVICE 5URVEY OF PROPERTY ��Op N 51TUATE : LAUREL � TOWN : 5OUTHOLD SUFFOLK COUNTY, NY �Q—�O SES 23 2020 5URVEYED 09- 19-2017 PROPOSED 'I 0-05-2018 " FOUNDATION LOCATION 03-09-2020t_ �'f' h , f FINAL 07-20-2020 = _ SUFFOLK COUNTY TAX # \ 1000 - 128 - 2 - 21 ' CD \ c \ CERTIFIED T0: S.C.D.H.S. REF. NO.: R10- 1 '. � �_;��_, 3 CAROLYN B. COONS '`' ' 0' \\ MEA5UREMENT5 FROM BUILDING CORNERS RONALD E. COONSI CD r\D ® _ AI - 10' EI -17.5' o� \ A2-23' E2-35' BI -12' F1 -29' �o B2-29' F2-44.5' CI -13' GI -24' �C) `�� �� \ 2 C2-32.5' G2-38.5' DI -22' HI -3P O Q' r'O�`JOG p�� \ D2-42.5' 112-47.5' CX /4Z, V'O 0 O O ?° ` s r � 70 N' 9 �GO�oG� ��� 1 �p G� OZO\ X03 , 3A �N \-- , 6'0 F, ST •p A7 Z p Ca - O 00 � � S i1�rQLi�C�i.i;�i'l,I:}�F'�"-.�T����4?Oa''•-I�s;s I)-!�:At<!i'I`^.ES' /,�1 � y - �P�{^i S�?'%fla! ' i• �iC I 6�,i�iSC� �1�"�{/C,r,�l1 0�1" Q)vTle Qafc�1�V � 0 70?�„ +- t`+�•; ��s0•. ;�:.���:�9� oo� �o���o�� TheSE:YB�9 f37S�^.S�1 cc;ltiy S;r4g.Cs�T i'f'�3�''ii:�'•:�;?F7Si�s��tion hus been and gsaJnd Qo be satisfactory,FOR AVL ;AXINIUTA i L=DRC0tWS, c{ �: ryi�" 1{� 'lei 'I FI t'•^,I-1...r•/y0 epi .,`/��` \St,4fik +, ,n r• PROPERTY 15 LOCATED IN FLOOD ZONE SHADED X FEMA FIRM MAP NUMBER 3G 103CO483H NOTES "Unauthorized alteration or addition to a survey mop bearing a licensed fond surveyor's seal Is a MONUMENT POUND J O h N C. E h LE RS LAND SURVEYOR violation of section York sub-division Education io2. of the New York Stale Education Law" —4— WOOD FENCE "Only copies from the orianol of this survey a SPLIT RAIL FENCE marked with an original of the land surveyor's stomped seal shall be considered to be valid true - •— WIRE FENCE copies' G EA5T MAIN 5TREET N.Y.5. LIC. NO. 50202 "Certifications indicated hereon signify that this survey was prepared in accordance with the ex- Area = 10,507 Set- Ft. RIVERHEAD, N.Y. 11901 369-8288 Fax 3GO-8287 sI-ng Code of Practice for Land Surveys adopted by the New York Stole Association of Professionol Area = 0.24 Acres Land Surveyors. Sold certifications yholl run only G PFiIC CALF !°= 20' longl5landland5urve or.com la the person wham ,he serve Is prepared, Y and on his bcholf too the Mile company, governmen- tal agency and lendng institution hsled hereon, and to the ossignees of the lending Institution CerbLca- 17-165 tons ore not lmnsleroble to oddihonal insliluLons REVISIONS: EL. 8.9' SITE DATA: SCTM # 1000-128-2-21 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: F�• 1>0 \ ss, N / 0 / F I1 I PROPERTY: 10,507 SQ. FT. 0.24 ACRES _ ) ESTIMATED AREA OF 7980 SQ.FT. ALAN CONGDON , GROUND DISTURBANCE: / \ PATRICIA CONGDON 0o I 1 00 PROPOSED EXISTING HOUSE: 1203.6 SQ.FT. TO DEMOLISH N / O / F TOP SOIL I LOCATION EXISTING STOOP: 23.0 SQ.FT. TO DEMOLISH � / � - - MELISSA NAPPI \ / ` / - \ HAY BAY OR SILT FENCING EXISTING O.D.SHOWER: 67.4 SQ.FT. TO DEMOLISH RICK NAPPI EX. EL. 8.5 -D- PROP. EL. 9.0 � 1W \ ^ LIMITS OF CLEARING TO BE 9.2 / \ \ - / NO MORE THAN 20' FROM EXISTING SHED: 98.0 SQ,FT, 0.9°i° PROPOSED WORK AS ♦ -� � �ONCRETf# � PROPOSED HOUSE: 1487.4 SQ,FT, 14.2% 30 CU.YD. 10 CU.YD. WASHOUT I CO INDICATED ON SITE PLAN PROPOSED OLJ TDOOR SHOWEf , ��� PROPOSED PORCH: 88.4 SQ.FT. 0.8% 2 CU.YD. 1 CU.YD. EXISTING GRADE (EL. 7.0) - AND CHANGING AREA I PROPOSED STOOP: 72.0 SQ.FT. 0.7% 12 CU.YD. 3 CU.YD. TO BE RAISED TO EL. 9.0 J 1 � _ _ _ � 7.5 AROUND HOUSE PROPOSED O.D.SHOWER: 67.4 SQ.FT. 0.6% 3 CU.YD. I CU.YD. FIREPLACE ESTIMATE FILL: 170 CU. YD. V / z 26-21 „ m DRIVEWAY,SIDEWALK: [607 SQ.FT.] ? \\39 9 _ . Q \ ✓ -' \ \\ \ \\\ \ \\\ BILCO i W \ \ \, - %� • O� PROPOSED DRYWELLS: [6'dia.,8X vf;8'di.,7vf] 24 CU.YD. 6 CU.YD. EX. EL. 8.0 Ia -E- PROP. EL. 9.0 ( I I \ \ \ °� o \ \ ,\\ \ ,\, �\\ O / \\ \. \ \ e ' TOTAL: 1813.2 SQ. FT. 17.2% 71 CU.YD. 21 CU.YD. \\\ \ 1 16.0I EL. 10 w �¢ PROPOSED bI\I \ \' \\\\ \\ MEETS&BOUNDS BY: JOHN EHLERS LAND SURVEYOR SURVEY DATE: 9-19-2017 P OSE -s STOOP N w w FRAMED OUSF< \ \ 1 �ti �-, \ I to y vs \\ FF 6.01 V _ rn O Z. C) \ TO \ / \. \ \� \ F E . 7 CN 2.1 VJ C) r; EL. 9.2\ -� \ \ \�\ \ 1 � P4^ TOW EL.9.2 `.\ \ \�\\ O \\ 15.2\ -- GRADE EL 9.0 O BOV�1\ , , , , , __.-_ I � .s ;\\\ , 1�.5 27.41 SSS GREAT PECONIC I 7.6 \ , Pf QPOSE - � .01 Lon 0 BAY BOULEVARD 6"WIDE X24C-QZE0. ' - 7REAlC Q`•�� I rn 6X6ACQ - - _ H 39 6X6 DEADMAN , .......... ... RETAINING 1"dia.GRAVEL - I ---------------- --- - - -- WALL FILL EL. 7.3 O 0,� B'oc(rYP) .q� /�T � DRIVEWAY i U'Ec 21 1,018 � ' % - � sG BOARD OFHFr p EXISTING SEPTIC SYSTEM z0� O \ 4"dia 464 8 p _ ', _ , TO BE REMOVED GRADE EL.7.3.8.5 RFORATE - �+ . 9 \ I I 1 I O a IN PIP 6X6X30 I I I I (VARITES) I I I I I I- CROSS PLATE O'� •O G - b I r --, EXISTING �. ; LP TEST HOLE u Iilll IIII I I I I I I e y � .A ,� , I � z � � � h � EP � I I EL.. 9.5 � IIIIi IPII IIII IIIIL IIIIi- of 0 F� 9 CB I _ - ; ; EP ; FRENCH DRAIN ° UT I08� '� •° ' \Miti �''llN. � a �� / �0 2 - - , 4' , -- N / 0 / F CIA SEE SITE PLAN FOR FRENCH DRAIN LOCATION. p0� \Ot ; LP LP O kn PIPE(S)TO BE CONNECTED TO DRYWELL AS SHOWN F /�Iq O RUcT l 0 l 10 I MARY MINTON U LAWN AREA: 2600 SQ. FT. F Fp tiF�T �• IRREVOCABLE TRUST 2"RAIN/HR.(CO.:1): 434.2 CU.FT. �C �•VC� N / O / F LAWN COEFFICIENT: 434.2 X 0.35 \ BERTRAM PATTERSON q eR `r,oO ' \ 0 REQUIRED: 152 CU.FT. O y �F , \ \ 4 Cf) o DRYWELL: 8'dia.,4'deep V 46 v CAPACITY: 169 CU.FT. L ,�� \ ¢�u X O } � z • \ . � v oho %Q0 \ rn 0 M U V \ � M a L� .S•r U SITE PLAN v • I 6 C4 SCALE: 1" = 10'-0' EL. 9.8' H Bldg Dept copy from ZBA U 100%RUNOFF DRYWELL DRYWELL i'Inal rwiewed d, f uments O DRYWELL: LOCATON: AREA: @2"RAIN/HR.: INSTALL: CAPACITY: �1 Zt3A Flle# t Date; -A- DRIVEWAY 607.0 SQ.FT. 101.4 CU.FT. 6'dia.,5'deep 111.7 CU.FT. -B- HOUSE 316.7 SQ.FT. 52.9 CU. FT. 6'dia.,3'deep 67.0 CU.FT. o� -C- HOUSE 836.3 SQ. FT. 139.7 CU.FT. 8'dia.,4'deep 169.0 CU.FT. -D- HOUSE 648.8 SQ. FT. 108.4 CU. FT. 8'dia.,3'deep 126.6 CU.FT. E- LAWN 2600 SQ. FT. (•35 COEFFICIENT:LA�VN) 8'dia„4'deep 169 CU.FT. (NEW GRADE) 152 CU. FT. V � OGEE GUTTER-STANDARD 5" kw NOTES: 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2),PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. PROPERTY '� / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR LINE ` ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. ��,,,, r-•,,° C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR :•�:�+ n �4t+ PROPERTY METALS WITH PROTECTIVE BACKING PAINT. *$ t 0 A ; sxvy �< LINE 3.INSTALLATION: EXISTINTOW PROPOSED A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. G EL.8.9' . � PROPOSED EL.9.0 EL.9.2' RETAINING 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN WALL 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. BOW L B w a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND =_•.� S {.�� �} DRAWN: MH�MS - EXISTING EL.7 3' ACCESSORIES. Bj.ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT � 3 �"''`�� � a, SCALE: 1/4"=1'-0" CONNECTORS, f; °IrHirzt� • ' 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL �yv ;IJ , .y JOB#: EXIST. \ �'s har a 15'-O" RIGHT OF WAY Z EL.8' L, .I CONNECTION WATERTIGHT. A , ' ,• ;�- December 21,2018 DRY WELLS TO BE 10' MIN. 4).PROTECTION: r.y> 1�s-; SHEET NUMBER: AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. '� `°S PROPOSED SOUTH-EAST E L EVATI 0 N B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL P' N �"jF COMPLETION. .J� '�,•�._`:..,..... -`."-"• SCALE: 0.188" = V 00 0 S. 1 • 0 0 REVISIONS: EL. 8.9' SITE DATA: SCTM # 1000-128-2-21 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: F` 7 O PROPERTY: 10,507 SQ. FT. 0.24 ACRES ss, N 0 F A _ ESTIMATED AREA OF 7980 SQ.FT. �,t ALAN CONGDON } GROUND DISTURBANCE: • PATRICIA CONGDON O0 PROPOSED ,I EXISTING HOUSE: 1203.6 SQ. FT. TO DEMOLISH N / O / F TOP SOIL , LOCATION PUBLIWATER EXISTING STOOP: 23.0 SQ. FT. TO DEMOLISH _ C MELISSA NAPPI , / \ HAY BAY OR SILT FENCING EXISTING O.D.SHOWER: 67.4 SQ. FT. TO DEMOLISH RICK NAPPI EX. EL. 8.5 ,D- I PROP. EL. 9.0 'C?W _ LIMITS OF CLEARING TO BE Ll 9.2 / \ - \ NO MORE THAN 20' FROM EXISTING SHED: 98.0 SQ, FT, 0.9% I �ONCRETIf PROPOSED WORK AS PROPOSED HOUSE: 1487.4 SQ,FT, 14.2% 30 CU.YD. 10 CU.YD. PUBLIC WATER WASHOUT INDICATED ON SITE PLAN I \ / PROPOSED OUTDOOR SHOWED ` ��� PROPOSED PORCH: 88.4 SQ. FT. 0.8% 2 CU.YD. 1 CU.YD. I - AND CHANGING AREA J I 7.5' - w PROPOSED STOOP: 72.0 SQ.FT. 0.7% 12 CU.YD. 3 CU.YD. i PROPOSED O.D.SHOWER: 67.4 SQ. FT. 0.6% 3 CU.YD. 1 CU.YD. � I � F EXISTING GRADE (EL. 7.0) V ► d' zTO BE RAISED TO EL. 9.0 26.21 F n', -B' I , DRIVEWAY,SIDEWALK: [607 SQ.FT.) AROUND HOUSE Q \ - \ \ \39.9 \ \\ ' �\ gILCO W ,/ \ \\\\ \ ^ • O � PROPOSED DRYWELLS: [6'dia.,8X vf;8'di.,7vf) 24 CU.YD. 6 CU.YD. ESTIMATE FILL: 170 CU. YD EX. EL. 8.0 cY _E_ I \ \� PROP. EL. 9.0 O / 6.0' \ 0 CONTROL fir' EL. 10' TOTAL: 1813.2 SQ. FT. 17.2% 71 CU.YD. 21 CU.YD. I 0' Box 16. '�.�• ELECTRICAL PROPOSED I \ \ \ \ \ 10-R3r,, CABLE PROVIDE SEPTIC AIR VENT COVER MEETS&BOUNDS BY: JOHN EHLERS LAND SURVEYOR SURVEY DATE: 9.19-2017 I� �-� OUTLINE .1N 1 STOOP (. ' \ �FRAlV1ED OUSE �' 4. ,�• .� OVER AIR VENT AS APPROVED BY �W ��-- \ \ I \ %*P SCHDS FOR FOOT/VEHICLE TRAFFIC FF : ), \ \ rl I � Z C) /1 O \ � -C- I 6.0' \ \ \ '�\ \\\\ \ \ �� \'F E . G 7 0 4o \ \ \ 5 M W` - \ \ \ \ \� ��, i \ MIN. `, I AIR e-�.. EL. 9.2,\ \ \ \ \ l ��� r VENT TOW EL.9.2 \ \ \ 5 O \ \ 15.2\\ \\ \\ �L \ .-- I I J.� r- I 1 .5 O 2� ISM \ , ---- \\\\ I so GREAT PECONIC BOW 6x6 GRADE EL.9.0 O \ ! 7.6 - Pf OPOSE - ST CURB =' o IIII - `r' ' - - - _ � - 06RCH\ � I °� ° o BAY BOULEVARD IIII I (/� E I\ z GRADE I DISTRIBUTION - REMCTfIE�AN2R.EP1,4CE- DRIVEWAY EL. 9.5 MANHOLE/BOX rn 0 6"WIDEX24" = Cj EXISTING WATERLINE ,- , 6X6ACQ ERSREAIC EXIST' 1VAT� �O �i� AS REQUIRED (MIN. 10' RETAINING _ _ 'dia.GRAVEL EL. 7.3' ER LI ORF �,� SEPERATION) �, WALL ( F�IL(Qj[[L��CUU�777 ( 6X$DOC(TYPP)N MIN /I I I I I I Cj vV r �/� MIN. 1 LP LP LP ; 5 r) I I- S F << ` \ L ; ; EXISTING SEPTIC SYSTEM Q I)0 !y pR x Fz � \ i TO BE REMOVED a _ S 1 RFORATE �' Op Fl, 9O ' I I I I I 1 GRADE EL 7.Pli RAIN PIP - 6X6X30 n7 `A` I I I I ARIES) CROSS PLATE 010 I LP I I LP I I 1 II I I I � W F RF Ric R ? �' 8s T O O 1 1 TEST HOLE EXISTING z I ( I CQ tiT F� 9 EL.: 9.5 z a O F CB I I I I I. .I I I .I I I I I, .I I I I I, .I I I I I- F � � �• 9 r , I � � � EXISTING HOUSE WATER O ' FRENCH DRAINLTi / r SEE SITE PLAN FOR FRENCH DRAIN LOCATION. METER LOCATED ON PECONIC L p /� O� EP EP EPGRADE N / O / F O a PIPE(S)TO BE CONNECTED TO DRYWELL AS SHOWN BAY BLVD. BY SCWA �TR�c EL. 9.5 MARY MINTON F T/O LAWN AREA: 2600 SQ.FT. NEW SHUT OFF VALVE TO BE LOCATED 1N CRAWLSPACE FDw �Fj�T �h IRREVOCABLE TRUST 2"RAIN/HR.(CO.:1): 434.2 CU. FT. � � q�CF N / O / F PUBLIC WATER LAWN COEFFICIENT: 434.2 X 0,35 B ERTRAM PATTERSON e R O REQUIRED: 152 CU. FT. cf) N v CC � � G T o M M DRYWELL: 8'dia.,4'deep PUBLIC WATER CAPACITY: 169 CU.FT. v u • v o v I� U SITE PLAN U) CU SCALE: 1" - 10'-0' EL. 9.8' w H i 100%RUNOFF DRYWELL DRYWELL ` V DRYWELL: LOCATON: AREA: Q @2"RAIN/HR.: INSTALL: CAPACITY: -A- DRIVEWAY 607.0 SQ.FT. 101.4 CU.FT, 6'dia.,5'deep 111.7 CU.FT. -B- HOUSE 316.7 SQ. FT. 52.9 CU. FT. 6'dia.,3'deep 67.0 CU. FT. o� -C- HOUSE 836.3 SQ. FT. 139.7 CU.FT. 8'dia.,4'deep 169.0 CU.FT. -D- HOUSE 648.8 SQ.FT. 108.4 CU. FT. 8'dia.,3'deep 126.6 CU. FT. LAWN (.35 COEFFICIENT:LAWN) E_ (NEW GRADE) 2600 SQ. FT. 152 CU.FT. 8'dia.,4'deep 169 CU.FT. 0 , ' OGEE GUTTER-STANDARD 5" LEll ,' NOTES: ,'' 1).EXECUTION: ' A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. PROPERTY ,•`� / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. LINE Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR ` �. PROPERTY METALS WITH PROTECTIVE BACKING PAINT. �u► LINE r �T 1 . TOW PROPOSED 1 3.INSTALLATION: ' t` EXISTING EL.8.9' A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. '� EL. RETAINING PROPOSED EL.9.0 I WALL 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. �0 I u Ri i 1 i I 11(_ j .I L-�I il BOW I 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. _u EL.7.6' ' a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND _A°1-�k . �3 4 ally. DRAWN: MH/MS EXISTINGEL.7.3' ACCESSORIES. $i ,- '- ��. 16" I B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT `� SCALE: 1/4°=1'-0" CONNECTORS. JOB#: EXIST. 1 L 15-0" RIGHT OF WAY _I \ 3).00 NNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. '.x* '' `( Friday,January 17,2020 DRY WELLS TO BE 10' MIN. 4).PROTECTION: �t a! tlF PROJECT. h Q';r SHEET NUMBER: R POSED SOUTH-EAST ELEVATION AWAY FROM HOUSE B).TOUCH UPCT N PAIR OR RSTALLED EPLACE DAMAGED PRODUCTUNTIL COMPLETIONS BEFORE SUBSTANTIAL ��z�3 `� >� P COMPLETION. SCALE: 3/16" = 1'-0" O �. o o 0 S. 1 a o REVISIONS: EL. 8.9' SITE DATA: SCTM # 1000-128-2-21 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 10,507 SQ. FT. 0.24 ACRES N 0 F sl�� ALAN CONGDON GROUNDMATED AREA DISTURBANCE: 7980 SQ. F1. \ � 111� Iii Op PATRICIA CONGDON OO PROPOSED I I EXISTING HOUSE: 1203.6 SQ.FT. TO DEMOLISH N / 0 / F TOP SOIL I LOCATION PUBLIWATER EXISTING STOOP: 23.0 SQ.FT. TO DEMOLISH - C MELISSA NAPPI \ / i HAY BAY O R SILT FENCING EXISTING O.D.SHOWER: 67.4 SQ.FT. TO DEMOLISH - RICK NAPPI Ex. EL. 8.5 � � I -D- I PROP. EL. 9.0 'C�W _ LIMITS OF CLEARING TO BE L. W \ - / \ \ NO MORE THAN 20' FROM EXISTING SHED: 98.0 SQ,FT, 0.9% PROPOSED WORK AS ♦------- PUBLIC WATER �ONCRET \ \ PROPOSED HOUSE: 1487.4 SQ,FT, 14.2% 30 CU.YD. 10 CU.YD. WASHOUT 4' INDICATED ON SITE PLAN PROPOSED OUTDOOR SHOWED ���• PROPOSED PORCH: 88.4 SQ.FT. 0.8% 2 CU.YD. 1 CU.YD. - AND CHANGING AREA 1 75 \ PROPOSED STOOP: 72.0 SQ.FT. 0.7% 12 CU.YD. 3 CU.YD. Q I i �\ I \�• \ I \ ^ PROPOSED O.D.SHOWER: 67.4 SQ.FT. 0.6% 3 CU.YD. 1 CU.YD. :ISTING GRADE (EL. 7.0) DBE RAISED TO EL. 9.0 z 26•2r \ \39.9; m \ ,` I -B'- I , DRIVEWAY,SIDEWALK: [607 SQ.FT.] AROUND HOUSE �¢ \� •,`\ .\4 -D- '19\91 DRIVEWAY, \ \ \�\ \ BILCO i I) w • PROPOSED DRYWELLS: [6 dia,8X vf;8'di.,7vf] 24 CU.YD. 6 CU.YD. LU EX. EL. 8.0 -E- _ (MATE FILL: 170 CU. YD I I \ ` PROP. EL. 9.0 6.0' \ �4\ \`� `.` �� � \` �\�, \ / \ \ \ J�l CONTROL O \\ I TOTAL: 1813.2 SQ.FT. 17.2% 71 CU.YD. 21 CU.YD. 16.0' Box `� EL. 10 !.•t.1 r`i`�\, \, \ ��� ,•. \. \ , 1 \ ELECTRICAL ROO'r• CABLE MEET ^ / PROPOSED OUTLINE \ PROVIDE SEPTIC AIR VENT COVER S&BOUNDS BY: JOHN EHLERS LAND SURVEYOR SURVEY DATE: 9-19 2017 STOOP ` ; `�. \, \� \ \ OVER AIR VENT AS APPROVED BY W w 4. .10 OIJSE �I ti SCHDS FOR FOOT/VEHICLE TRAFFIC I_ \ Z VI 6.0' �`.\ \ G GE ,1 , - 2.1' W C) TO `'\ \\`. `�I' �\\I F E 7 5, gi M \ / ��, \\ `� MIN: / AIR EL. 9.2� \ X . \ ` \\ \ �, \\ �.�,,,'� �, .` �� \� \ ``.`�� \�``�.,� ..}_ � 51 VENT p TOW EL.9.2 \ \ \ 1.5. O IIIII�IIIIIIIIIIIIII \ GRAD BOW \ \ _ , _-�- � •s �;.;;:���;��;: ;• ' •5 CUR ��,� GREAT` PECONIC 7.6 \ \ - PItOP•.OSE - STO .01 IIII = 1111_ \ \ \ _ _ � , � H` 1 o o z GRAD I _ BAY BOULEVARD III I I REM�CIVE-ANQI�FPIAE� DISTRIBUTION DRIVEWAY EL. 9.5 MANHOLE/BOX rn 6"WIDEX24" - CZj �iQ� EXISTING WATERLINE - TR EXISI1VATE �l'i 6X6ACQ rI � - - - �� OO �iy` AS REQUIRED (MIN. 10' I 1"dia.GRAVEL REVAIMLNG FILL EL. 7.3' ER LI OR � SEPERATION) r - - r - - r - - I I I I I I 6X6 DEADMAN I I I I I I M I N 1 I I 1 I I 8'OC(fYP) I �� MIN. 1 1 LP LP LP 5 V \ \ C B 1 1 41 1 1 41 I I 0 : EXISTING SEPTIC SYSTEM w ��O pRO \ TO BE REMOVED 4"dia. I ��� p FC 8O I - i - - i i - - i i - - i � I� ✓_' GRADE EAR ES) RAIN PIP CROSS PLATE 3O�� I1/ C 9 O M �O� �-I ' -A I I LP I I LP F T I I I I 1 I W 4 F RF Ric pF 8S O O ' TEST HOLE EXISTING z ( IIII II ( II I c0 H � z9 EL.: 9.5 z RAF1 F� n @-.� i-- i - -- I --- \\�� �,/./�� a . . .I I I I I. . . .I I I I, .I ( ( I I- l/ 9 I I 1 1 `\. \\ g0/ � a FRENCH DRAIN EXISTING HOUSE WATER J / � C ; ; ; ,� ! METER LOCATED ON PECONIC �T�p �/� �/A O� EP EP EP GRADE / F ~ O SEE SITE PLAN FOR FRENCH DRAIN LOCATION. O` q L .rT PIPES)TO BE CONNECTED TO DRYWELL AS SHOWN BAY BLVD. BY SCWA C` / ' ' ' ' ' ' \ NEW SHUT OFF VALVE TO RUCr/O I ---; __ _; ___; EL. 9.5 MARY MINTON LAWN AREA: 2600SQ. FT. BE LOCATED IN CRAWLSPACE FOS IFN �, IRREVOCABLE TRUST C`' ,1PLY WITH ALL CODES 0=' 2"RAIN/HR.(CO.:1): 434.2 CU.FT. C�c NEvV YORK STATE & TOWN CODESYy W- -/ N / 0 / F PUBLIC WATER AS REO ED AND CONDITIONS OF a y� _�_, _ LAWN COEFFICIENT: 434.2 X 0.35 e tV4) , �' .;;;;' • LII All BERTRAM PATTERSON q R 0 ^ SOUTHOLDTOWNZBA ;GM;_j ' 8^ c� J' Ac -- T ul INGBOARD �GI_i...C'':�'i'.'C I 'f ;' C;;1C` o F �;, ;.,I �FF c� .� REQUIRED: 152 CU.FT. /� t �+ CU SOUTHOL USTEES FO;', [ 3UPEC) ��,,:)�; m o DRYWELL: 8'dia.,4'deep PUBLIC WATER �' �L ? '.0.DEC �" f;`� I',. - �; ''.' t3 ?:..:'l, ;�,' "� m U all <\ +� p CAPACITY: 169 CU.FT. 3. u,f .2 t�. U rti. I i.t,�-•lr - ��,, '_I 'r �-.l�� iti��i.`,i� X O � ALL liVl{� ^,f�i "I •r - U Sri • [' 4it_I,i I�) S�,,i 1 -l;'i !ii`,wa`JC" F.9[, �' � � U [)F51G;� OR CG!vSTii ICTiOi'J ^^ 0 00 EFF SITE PLANcd G � � .D SCALE: 1 = 10'-0' 6 o W EL. 9.8' TJSSt��'oCnr,f311ti! T�OUd�'� , DER USED lid ✓:! .TER -- ,�i''1`11..;'SYSTEA4 C,.,A. "'.''D i� t_;�O.EL e 2/10 OF 1%` L>'--AD, H -- -- -- --- --- - - - - - - ---- DO NOT PROCEED WITH PLUi��PI(`�r � FRAMING UNTIL SURVEY ALL PLUrviBNG WAS TU 100%RUNOFF DRYWELL DRYWELL OF FOUNDATION LOCATION &I,:`�'ATFR L.Is�9ES [-"LED" � DRYWELL: LOCATON: AREA: @2•RAIN/HR.: INSTALL: CAPACITY: HAS BEEN APPR ® ® A- DRIVEWAY 607.0 SQ.FT. 101.4 CU.FT. 6'dia.,5'deep 111.7 CU.FT. OVeD, TESTIi1G E3EFO;E COVERliG -B- HOUSE 316.7 SQ.FT. 52.9 CU.FT. 6'dia.,Ydeep 67.0 CU.FT. o� -C- HOUSE 836.3 SQ.FT. 139.7 CU.FT. 8'dia.,4'deep 169.0 CU.FT. E� i -D- HOUSE 648.8 SQ. FT. 108.4 CU.FT. 8'dia.,3'deep 126.6 CU.FT. I31ot)lTer door N. -E- LAWN 2600 SQ.FT. (•35 COEFFICIENT:LAWN) Vdia.,4'deep 169 CU.FT. and ductwork (NEW GRADE) 152 CU.FT. testing required. U x � OGEE GUTTER-STANDARD 5" R11E''T�,!rtl//��rSTG(?�,Y? NOTES: �U.r��n)CU/litil l TQTl :-I^ 1).EXECUTION: BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERL)TFUREPAR-6W C,�1�f I�(i �0 � CODE. 2).PREPARATION: / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. PROPERTY ��� B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR • LINE ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. = :- C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR r, `'� ��C i - PROPERTY METALS WITH PROTECTIVE BACKING PAINT., r LINE 'I �'�.�f ��� 3.INSTALLATION: TOW PROPOSED I A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. •'f ti yL EXISTING EL.8.9' EL.9.2' RETVAIIN NG 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. PROPOSED EL 9.0 I _ I MZ _ _ _ _ 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. j�j��7N: MH/MS - - - LL' 11 LLI LLI_ I BOW a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND a (f I" �I I _ EL.7.6' ACCESSORIES. _ 41 i N - EXISTING EL.7.3' I V I B) CONNECTORS. ET AND CAULK WITH A BUTYL SEALANT SLIP JOINT SCALE: 1/4°=1'-0" EXIST. \ 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL JOB#' EL.8' I I 15'-O" RIGHT OF WAY J CONNECTION WATERTIGHT. g `C ). 2233 � Thursday,January 16,20 0 DRY WELLS TO BE 10'MIN. 4).PROTECTION: F PROJECT. OF SHEET NUMBER: AWAY FROM HOUSE B).TOUCH UP,REPAIR OR REPLACT INSTALLED CE DAMAGED PRODUCTS LETION O BEFORE SUBSTANTIAL N E PROPOSED SOUTH-EAST ELEVATION , O COMPLETION. SCALE. 3/16 - V-0" 0 0 o M° Must Provide Mi'1l(lf�' S- 1 c �� � ,..�.. ..,� . S Energy Co REVISIONS: W � Az � o - - - - - - - - - - - - - r TE iTj FF F FT 1 F - - - - - - - - - - ° w - Q qaw L ELI 0 '00 00 W z � i O cn � w Hh _ N C wz - L -.LJ— L -LL , I Ll Al- o I rn rT, Q O - - - - - — _77. - w z PROPOSED NORTH-EAST ELEVATION z W o a � SCALE: 1/4" = 1'-0" O a 0 N o a� m O v u o M M O O 00 �x ® Lo v U) 00 N , W � w LL=j[ HBO H ' U N EXISTING NORTH-EAST ELEVATION x SCALE: 1/4" = V-0" DRAWN: MH/MS II i 4 SCALE: 1/4"=1'-0" JOB#: �T' �•:_�� Thursday,January 16,20 Zo SHEET NUMBER: REVISIONS: � Az - - - - - - - - - - - - - - - - - - - - - - - o PLO off � w 00 00 Q QW a0 c . NLl � wz A-+ 0 W . � O a w PROPOSED NORTH-WEST ELEVATION o a SCALE: 1/4" = V-0" oc) u n U X In ^ GJ P� :o a v O x O Ln v Ln U °J cm � �- in N N E v o ®_ w U O EXISTING NORTH-WEST ELEVATION SCALE: 1/4" = V-0" v U) IN �0 DRAWN: MH/MS ,' 73 SCALE: 1/4"=1'-0" N JOB#: Thursday,January 16,20!0 -7 022339 Q� SHEET NUMBER: -2 REVISIONS: � Az � Wo - - - - - - - - - - - - - - - - - - - - - - - - - 1 44 - - - - O o � Q AW w 0'00 co 4TL� fT�4 1 T: -17 F Eu IT T E7 m 11:1 171 T7-11T F 171 -1 F 77 F FT -1:1-1 N W V1 F-�-i - - - - - - - - - - - - - - - - - i - - - - - - - - - - - O O I CD W m6mami -1 ELI P� W U z � O U � W � PROPOSED SOUTH-WEST ELEVATION ° a O � N SCALE: 1/4" = V-0" kn N v cc `t+ v 0 m R0 lu 110, 00 w V o u LnU "0 ." Un N " .0 W ct- ` V ` O N EXISTING SOUTH-WEST ELEVATION SCALE: 1/4" := 1 -0 Emilx P,C`';,Y�vira Sc y% DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: Thursday,January 16,20 0� '233g ��� SHEET NUMBER: OF NE ®3 REVISIONS: _ W � Qz - - - - - - - - - - - - - - - - - - - - - - - - - - - - �D � o > � xw Q aw o00 w 00 N W cn F+i LU L Lu LL w o � W � � z � o a PROPOSED SOUTH-EAST ELEVATION SCALE: 1/4" = 1'-0" a o � N u O Nv m °ONu ai X u Lf) N P� c� O `-q p, u ova° v m ct tt V - - - - — - - — - - - � U v+ vein N 0) E � rl o W W [—a � 0 N U EXISTING SOUTH-EAST ELEVATION SCALE: 1/4" = V-0" DRAWN: MH/MS ,r ri N SCALE: 1/4"=1'-0" JOB#: 0 _ Thursday,January 16,20 ZO .x.339 �� SHEET NUMBER: OF NE�� REVISIONS: EL. 11.0 EL. 10.0 NEW GRADE EL. 9.0 _ EL. 8.2 _ EXISTING FIN. FLOOR w A BEL. 7.0 .0ol 391_8„ � EX. GRADE 10 L0 6'-4" 61-0"(VIF) 6'-3" 7'-6" If 3'-6" 10'-1" EL. 4.8 w ----- ----------- --'-- --- 2" CRAWLSPACE j==========__ (z)zxs ACQ---'- -- , E T SLAB (4", BASEMENT) zz a z v 12"dia.CONC.PIER ; _-t ' O w/2'X2'XI'FTG. 1 ' `O 3'BELOW GRADE •-'--- •---+ I �- I ' I •� D7_1 W H I 1 I I I I I (DE-I_O I .. A I U I I I I O ----------------- J2)z�aAcQ _;_; . I EL. 1.2 6 —6 x 1 __--- APROX. WATER TABLE -------a------------------------ ---- 8x�EVNT---------------8xwVENT D ------Bxl VENT --------- — O p,ry (3)2X10 DF#2 ' o d o D• d . o 777777"1"' •' -- ---'-----------' `------------------------------- -------------------------- ------------------------- ° VERIFY BILCO DIMS ' 1 1 f1 f ff 1, ' o '2 6 12 —4 17'-01/2" 61—51h ° 'PRIOR TO CONSTRUCTLON N • I I .. ' D I : 0 i • . d D• d G I I I 1 ^ V I+/ I I O I O I I ^ O 00 I a l �p x I ' I ADJUST FOUNDATION THICKNESS FOR SHELF w • N I ; I 1 TO BE USED TO SUPPORT PATIO,PORCH,STOOP. a ALL FILL BENEATH CONCRETE SLABS TO BE uy , L- COMPACTED TO 950/a RELATIVE DENSITY. N SLAB TO BE MIN.4"THICK(VIF)AND REINFORCE �_ LL W/6X610/10 WMM OVER#4 REBAR L-2'OC EW. x C 0 ' v � av BLUESTONE TO BE INSTALLED OVER SLAB. ' 0 v D ' I � . •d � I 1 1 I I 0 11 ISF-011 I D i o CONCRETE o I d d d SHELF I , ••a o D• o d p. d . o 0 6 -10 7 -41/4 1 7 -103/4 7 -101/2 1 7 -101/2 12 ; a O i I I v i I I n, W, �,' 4 4 , I I I 1 1 , 1---- - ------ 0 ,JJ 1 r • I i I I I I I I I I ' I I I M (� z l I I I 1 1 1 I I " I • I I I It I�f r � I 1 I I 7 J I I O I 'I.� ----(3) i-3/4X11-7/8 ML GIRDER - 1 3/4X11-7/8 ML GIRDER I C) ^ I • • _1.J ________J______ l_______J______ _ _L________ _____ ______I________ __ _ ___1_________1/ 00 N �"C14 ' STOOP t_�= _'� _-----------I______-______�_______-k=_____ -----c------__ _____--______'________ -__ _ ______ _____1 --__ O 4�CX1/4 STEEL COLUMN; ; ; '; ° o o o I I I 4'-6"X4'-6"Xl'FTG. I I I I I , ,- - „ , ff 1 I #5 REBAR ew(TYP); ; 1 �' I o I Q ------------- -------------- ------------- I--------------- I '• I 1 D I O I I I I I I C I c e ' I I I I ., V I I 1 i Q C va o I GARAGE ° o CRAWL SPACE u � o ALL FILL BENEATH CONCRETE SLABS TO BE µ . O LL I O ° 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC N COMPACTED TO 95%RELATIVE DENSITY I fV ^ i D i I I ASTM D-689.COMPACTION TEST AS NECESSARY. z - w I „ OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO N = o I N ' ' OVERHEAD DOOR(S)FOR DRAINAGE,1/8":12"(MIN).NOTCH 2" I I .� ; LL Ll V N N LL i i DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE 6'-0" °m ' ; o *h >z v I INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR APRON.0 CN I D 1 10 X I i ° I O Z I I I I C I i N I . I I ,• I C] I • 1 tJ7 I ° i ( I CO O o I p 4 `-- ----------------------------------------- - ----------------------------- ; c I • v • . v 4 p .v . v d p .v I v 4 v .v . v 4 v .v I I I r� v I I I I ' I O �'-'{ X O M ° I I ° I fC gp rn ---------------------------------------- -i . ---------------------------------- p (O ----------------------tC? D ------------------------------------------ p (� - .54 1 v4 v v4 . v _ I I v4 v FF ,� (1) ob `— --I----------------- -------------- -- V N ~ ^ `--------'---------------------------------------- . ' 0 , 0 � L� 4 LEDGER BOARD TO BE FASTENDED TO BUILDING WITH TIIMBERLOK® " , ¢ , ON SELF-COUNTERSINKING SCREWS O , 12"dia.CONC.PIER , 00 BY OLYMPIC MANUFACTURING I ; w/2'X2'Xl'FTG. N N (2 SCREWS @ 32"'O.CJ I 3'BELOW GRADE , p W I I I I f-1 (3)2X8 ACQ I -- - -'--------- ------'-- -- tn 111/2 81-51f 1 1/2 5 —1 109-319 1 11 d 15'-2" 13'-81/2" 10'-4" 16'-51/2" V O BLUESTONE, BRICK 55'-8" OR PAVERS N #4 EPDXY COATED B A D vi REBAR 24 OC EACH WAY 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.TOP OF FOUNDATION AT EL.11.0(BOTTOM OF FOOTING EL.6.0). 6X6 10/10 WMM EXTERIOR OF FOUNDATION TO BE DAMPPROOFED AS PER N.Y.S. un SLAB RESIDENTIAL CODE WITH A BITUMINOUS COATING. x HAUNCH e a o a e a e o a CONC. 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4) KEYWAY IN FOOTINIG. FOUNDATION PLAN '-.I' -' '-" CONC. �r Q L UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). 0 0 0 o O P o 0 0 0s;o o�o fl o p o SCALE: 1/4" = V-0" Q o 7 � � � � 6" GRAVEL 3).FOUNDATION SLAB TO BE 2"THICK. �I� �o SW ;�_RED a/"1 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES \ VIN cl TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL GASKET.. {/ ��U S F > L _ SE N PROJECT NORTH ¢� �-� � cti� D — 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/1 1'-0"OF COIRNERS, Q = INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A NE ��� CON CRETE _ MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO -` ry DRAWN: MH/MS a I I I c I I I I I I I I I I BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. SCALE: 1/4"=1'-0" SHELF ALL FILL BENEATH CONCRETE SLABS TO BE 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE x22339 Q� JOB#: D o /111 • COMPACTED TO 95% RELATIVE DENSITY BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN. AGF N E��O Thursday,January 16,20 0 Q p Q 7).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. SHEET NUMBER: ASTM D-689. COMPACTION TEST AS NECESSARY. A-5 REVISIONS: ,; A <1 B 39'-811 16'-0" 00 3'-2" 12'-4" 8'-21/2" 8'-10" 7'-11/2" 01 11'-0" 7'-6" 3'-6" 01 ----u-------- BBQ AREA d OUTDOOR ; SHOWER _________ I DECKING i .t 6'-0" co -- 1 I� o N r W O . I I AXW31I AXVV31 A3 -2 �DV) 2 8 O O Z (2)2X10 HDR DIRECT-VENT GAS FP VERIFY (2)2X110 HE R A-1 (2)2X1O H �p UEENDIMENSIONS AND SPECIFICATIONS oNN 04 PERMANUFACTURE U1 ' 0- , U 17'-9" 6'-9A 13 -4" 1O IDo O O O0C 2 HIaf-��-4d 1 �— ' O F—I A 10 U. X BATH 00 M N o LIVING ROOM I o D-1 N +. N BEDROOM No. 1 00 J J 1 I - 1 2'-6" 6f—Off p1 � I I w �( to I 4'-0,. I ✓ ✓ J 'D-1 J Q 3f 1ff IMI iv r 0o N 10 � � � -STOOP' , � °- I I ---------------- % BLUES f�NE— 2 (2)11-7/8 ML w/3/4"STEEL UPSET BEAM N D 1 1 , o Q PANTRY 1 1 I I = 1 ' ,2X10 DF#2 F1 1 12"OC rTl I 1 1 I 1 1 1 �— I 1 1 I J I I 1 Y-6"WIDE STAIR J ' O o 1 I 1 I d l I I 1 J / ; 1 I 1 1 N o °° sd -I - - --' ---------- C r �-1 �. J_ ) � GARAGE r v O O ' ---------- 5/8"TYPE-X SHEETROCK O O �� ®� KITCHEN I I __________ WALLS&CEILING _ o O ; II ON U 0 - ---------- 6'-0" N o O I I 0 d --- ----- 4'-O» -----------1V_61/2!----------- rOl X NI I I I I U M N LL U-00 �� ' I I ---------- @ I ' I I 1 N ' I DW 1 0 0 M 1 N O O �� ENTRY O a floO ' II o 1 I I ' \ I I N o 1 1 I V C° � 13'-31/2" 10'-4" - DIN1N M I ' 1 IL-1 I � 45min (2)2X10 HDR I 2)2X10 H FIRE DOOR 1 1 I 1 1 1 777-1 X3 R I 1 2-TW3052 CID (2)2X10 HDR I ; ; 1/4-3/0-1/4X6/8 ENTRY � ;,, (2)2X10 HDR i (2)2X12 HDR i 2-TW2636 I u - C": CIR24 Lu p QI CD Ce V ++ I 1 PORCH Nli m fil X 0 04 0 0 0 0 ONI C>1 j1 N X V I O I I � I Iv N 121 F � u ' COI Q 1, (3)2X12 GIRDER 00 . m Im - ------------------------ - tr, u O BEDROOM No.4 BEDROOM No.2 W f rf n s ff ff '9 rf rf rf 0 ' \� BATH 8 -1 7f-1 6'- f-101/4 6f-101/4 5r-2 5f-2 2f-6 7f-81h 6f-3 W 3 A '014 151-21) 1,3'-81/2 10'-4" 16'-51/2" 00 55-8" w SUN ROOM BEDROOM No.1u u a M ~� o BEDROOM No.3 M � LIVING ROOM ^ � B A M r_^+ VJ " KITCHEN 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOOR►NG,INSTALLED WITH 9. ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH II ENTRY RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED.'' L0MANUFACTURE'S INSTRUCTIONS.11 10. ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH 1ST. FLOOR P' " "PLATE HEIGHT AT 8-0UNLESS OTHERWISE NOTED. OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30WIDE, n 11 LAUND 3. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 250#CAPACITY. SCALE: 1/4 = 1 -0 11. INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R21,EXT. ° 4. EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. WALLS: R19,FLOOR:R21. ;4sew Ll 5. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER 12, ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT SE N p ROJ ECT NORTH. I I N 6. PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK AREAS. NE STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 13. ALL FLOOR TILE AREAS TO HAVE MUD SETTING. SIDE FOR MICROLAM HEADERS. EXISTING FLOOR PLAN 14. ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. SCALE: 1/8"= 1'-O" PROJECT NORTH 7. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS O�M�N yo (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 15. INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS 1ST, FLOOR CONDITIONED SPACE: 1131.5 SQ. FT. �� 6C FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. a, O `lam PER CODE. INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. 2ND. FLOOR CONDITIONED SPACE: 1001.5 SQ. FT. 8. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 16. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. (n DRAWN: MH/MS APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING TOTAL: 2133.0 SQ. FT. SCALE: 1/4"=1'-0" HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. JOB#: yJ JS PgIA Thursday,January 16,20 ZO SHEET NUMBER: A-6 REVISIONS: WINDOW C„ A B 01 55-8" FASCIA 1X8 FRIEZE 1X12 -1/4„ 39'-8" 16'-0" w 01 S-21' 91-31/2 lit-9 6 -41/z 5 -9 3 -4 9 -1 6'-11 01 U z o 2X6 511 O z SWALLD a a 0 TW3046 TW3 46 A31 A31 A31 Jr-1/2" U (2)2X8 HDR TEMPERED w C O (2)2X8 DR U (2)2X8 R------------- (2)2X8 H 2X D HDR ~ N-7 WALK-IN 5-1 2 O z N / " O i +/ °° 14'-812" 5'-1" 6'-5' 5'-1" 5'-7 4" o _ M I Fii o Y 0 �(2)2X6 ; O x POST = U 4 N (TP) , ° MASTER •• L/kU DRY o 00 M 2,'6" BATH �J" LL BATH ROOM U L CN c b N = a 00 N o b N 3-A31 3in Mull T-3"PLT.HT. N N O cV �,CN o N * (2)2X8 HDR i MASTER BEDROOM _ 2'-6" 2'6„ (2)2X6 m1,_8� „ 3,- 2 --------------------'Po4r----------------- ---- BA N D DETAIL - `�P' I _ N N 18'-21/2" N 15'-61/2" ■ - � (3)1-3/4X14 ML FLUSH BEAM SCALE: 1-1/2" N . - . - , , , , , , , , o � O 5'-41/29 , , , , , , , F r F- in i0 STAIR HALL O N (\ , N'i i , i , i , , , r-CO 0 C � � Z C i 12'-7" I '-31/2"N I 13'-3" 2'-6" ___ _ __ UNFINISHED ATTIC 0 a z [a� V o 0 =] _ I LL I -- - - oM o W � 00 6 REScheck Software Version 4.6.4 N `t o �� x NN 00 M ,I I • ' / --- �N L- -- N -0) LL. OPEN N V N ComplianceCertificateBEDROOM a . To . '- x / BELOW o 12'-91/2" ` 10'-4" M -----------L () F ----- ---- (2) D #2 FLUSH Project � ' - 00 L � (2)2X8 Df#2 _ , p (2)2x6 i o BEDROOM No. 2 N POST d ' 6 4 X 2-0 Energy Cade: 2015 IEC+C (rYP) EYEBROW 2X8 DF#2 CJ 016"OC Lrca8i - 11,aureL flew T or4e Con _ Type: Single-familyr (2)2X8 HDR Iml - _ _ - DORMER (3)1-3/4X9-1/2 ML FLUSH BEAM / \ Pro)ectTyp_ New Corkstruction _2X8 DF#2 CJ C@16"OC _ o 3-A31 �' 5'-3"PLT.HT. r-4Condit+ Floor Area; 0 ft2 (2)2X8 HDR � I (2)9-1/2 ML HDR r-, ++ n7' N G 0 "' .5 d'alm¢in+3 Area I8°�io. " 2- 3046 8'-10 1/2" TW3046 rn � CU u Climate Zane; fs l �� 8'-10 1/2PLT.HT. PLT.HT. x U 1'errrffs4 Cafe- O rrj +, PermitPluen6er 7'-93/4' 7'-41/49 6'-101/4" 6'-101/49 89-23/4" 8'-23/49 r' P. '01 Cnsuuctinn Site: Owner Agent: DesignerfContraetor_ ca COONS Mark`-` ""aArchitect 15P-21P 1,3'-81/2 10$-4$p 16'-51/2" 0 °' 00 51'06 FECONIC PAL BLVD_ P-0-Box 533 r'' .+~ LAURS4 NY Cutc}ague,NY 11935 � O U 631-734-4385 n 3 � mfrsarchite inept 55'-8" ^i � Ln U CO U) 00 I .. „ �. <r *,=.o.».,.:::�...c'�, .»�rze:=;x•a�,e r�;:.:-.us.%,.:....,.::umx»c,r;'rw' a��:�.., ..,;.,,,., ,a O W comIt2mce: x_ Beter>1=n Cade Vlxlmun,L 385 Your UA: 381 Kmlmum Pim: MAO xo,rf SHS D_Za B A i~ -H*%ear■rw=7*r►,.,, rn&xro ircw 44 �b.**a am co"1�� . a oaeS r&orpe�sd■miaF4,rtte97a�■rcomers.�nE rm■ - hems. Envelope ASsemblies 1. USE 3/4"T&G ADVANTECCH ENGINEERED SUBFLOORING,INSTALLED WITH 9. ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH 2ND. FLOOR P RING SHANK OR SCREW/SHANK NAILS AND SUBFLOOR ADHESIVE PER 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. Ems, W SCA MANUFACTURE'S INSTRUCTIONS. LE. 1/4 = V-011 ' 10. ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH . : - 2. PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, Floor 1:All-Wood joist�Truss:Gver L nnditv�Space, 1,240 21.01 0.0 0.014 55 3. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 250#CAPACITY. O 11. INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R21,EXT. S\)' C) Ceiling 1:ffat Ceiling or SchoptrrTriss 1,240 21-0 0-0 0,047 59 4. EXTERIOR SHEATHING 1f0 BE 1/2"THICK FIR CDX PLYWOOD. WALLS:R19,FLOOR:R21. Vh i=Wood Frame,I4;a.e- 1,377 19.01 0.83 43.0681 62 5. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER 12, ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. SE PROJECT N 0 RT H ALL BATHS.PROVIDE BUOCKING AT 8'-0"O.C.AND MIDSPAN. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT V' I-Wood Frame:0�,�r1e Pane w Low-1= 181 41.3081 54 � SHOC:0,29 6. PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE NE 'Nl rvu6 w 2.Wood Frame: le Fane with Low-1= 4 0.270 1 UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK AREAS. �✓ SPOG:0.21 STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 13. ALL FLOOR TILE AREAS TO HAVE MUD SETTING. Viindow 3:Wood Frame: le Pane with LnrorE 58 0.250 17 SIDE FOR MICROLAM HEADERS. SLOG~41.28 7. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 14. ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. 1ST. FLOOR CONDITIONED SPACE: 1131.5 SQ. FT. Door 1:5o4id 681 0,290 17 (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 15. INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS 2ND. FLOOR CONDITIONED SPACE: 1001.5 SQ. FT. U FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. [1tror 2_Class 42 01.300 13 PER CODE. INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. x 5140C.0.21 TOTAL: 2133.0 SQ. FT. Wall 2-Wood Franw_IS',a c I'ass 19 81 0.0 0.090 55 8. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 16. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. Q� APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING " Wam"4:Woad Frame:IDm&le Pane with L w-E 119 0.300 35 HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. SROC:0.28 Yr Khyw 5:Wood Frame: le Pane with Low-E 24 0.250 7 SROC:0.22 1°rdc+w 6:Wood game: le Pane with Lia-6 22 0.2381 6 (F,-RE®,4 SROC:0.21 G\5 RC �✓ ���v iN roti '��� 7 n 1?raject Titfe: Report dam: t951I4118 �' �'' a a � -1 DRAWN: MH/MS Data filenarne: C_UsersyDeafling Statiau''DC r n&d cher C)NS-rek Pagel of 2 � `''' �N SCALE: 1/4"=1'-0" �0 JOB#: U223g9 �� Thursday,January 16,20 20 OF N EW�O SHEET NUMBER: A-7 WINDOW 6" A FASCIA 1X8 FRIEZE 1X12 7-1/4" 39'-8" 3'-2" 9'-3132" 11'-9" 6'-41/2 a 01 " 5" p 2X8 t- SOUNC U_ WALL O TW3046 TW3 46 A31 5-1/2" Q (2)2X8 HDR (2)2X8 Fbp, TEMPERED ----------- (2)2X8 R O WALK-IN LM N 5-1/2" o CLOSET I _ I +/ 00 14'-8i 2" 5'-1NN " o Y =(2)2x6 00 F x POST =N v , o N gyp) , ° MASTER ♦♦ M l 2'-6" BATH v L o N o C14 I '° 00 N o `D x co N cV cV X E `N N N MASTER BEDROOM N 1'-81 „ 3'- 2 BAND DETAIL 1191 N 00 SCALE : 1- 1/2" = 1'-0" . - . - N 5'-41/2" LnLn STAIR HALL N � I 12'-7" '-31/2"N I 13'-3" C CD � � F 0 O I o = , REScheck Software Version 4.6.4 x CN 00 N N I I M 1 Com p l i a nct l a BEDROOM No. 3 � � LO I I o o v 12'-91/2" I co Project (2)2X6a-gBEDROOM No. 2 POST � '" g Code: 201S IEC+E tTYP) I Location- Laurel, New"'Bark Consbuctkvn Type: Single-family (2)2X8 HDR Pra�tTy� New Constructt0n _ (3)1-3/4X9-1/2 ML FLUSH BEAM 3-A31 ,2X8 DF#2 CJ P 16"OC Candifiorped Fluor Area: 0 ft2 (2)2X8 HDR Olazing.data 19% Clian15t3e 2:ane: 4 (5331 HDD) 8'-101/2" 2- 3046 Permit[3absr PLT.HT. 01 7'-9 3/4" 7'-4 "/4 6'-10/4" 6 -101/4" Permit�dum6er. 1 1 Consmuctfun Site: OwnedAgent: Nsigner/CGntractor: COONS Marc Schwartz,Ar6iteclt 151-2" 13'-81/2" 52OG PECONM BAL BLVD_ F.0_Pox 933 lo LAURE-t MY Cut:chogue,My 11525 631-734-4185 rrr�sarchite aline. 55'-F r.' x9'R "» .r », c� Yw.l xvy m.?:..'.az,x.. .:,.4' nda'»:,er..», .,,< s.r:.r1v»x xwr, roS>:.4.✓F',..Fnz.w.w.u,m ..u... .».....»�,4; . ,»« sss..su✓'»».waw...» w»...,...,.:»..a,va'f R CaTrWP2rKe: 3 i�E _ sr Thon Code Maximum LFA., 3285 'vIr u4: 381 Vaximarum�3G� t LAD Taur SHGC 0_Z7 L The9tBee*ww�e-rh� r rulesftR*cft hvw !n !f*,fi+�"ioEas4dv cadWttr`s&�nhy. w=ea r♦rrr pnv"o a �of*riinD %mo w cm►aolat;v s to■ *mmo. Envelope Assemblies 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 9. ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PR ILS AND SUBFLOOR ADHESIVE PER 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. , f r",,, RING SHANK R O ' s sf ,,� -,g. MANUFACTURE'S INSTRUCTIONS. 10. ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELE „` -; a a - ,;.. •` 2. PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. OWNER.ATTIC STAIR (OR ACCESS OPENING)TO BE MIN.. Flour 1:All- cod joist�T �i] ru. wer L�condi_" 5paoc x#1,240 21. 0-0 0.0,,4.4 55 3. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 250#CAPACITY. kt Ceinng 1:Ft at ding or Sds3orTrums 1,240 21.0 0jD 0.047 59 4. EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 11. INSULATATION UNLESS OTHERWISE NOTED:CEILING/RO WALLS:R19,FLOOR: R21. VIA I.Ydaod Fmrwe„I5'O.C. 1,377 15.0 0.0 0.060 62 5. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER 12. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHE Vrmdavr 1:Wood Frame: le Pane with Law-E 381 59.3410 54 ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTAt Ste:0.23 6. PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/ VlMow 2:Wood Frame:4 ix&le Pane with Law-E 4 0.270 1 UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK AREAS. SHOC:0.21 STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 13. ALL FLOOR TILE AREAS TO HAVE MUD SETTING. Vrindo w 3:Wood Frame: le Pane wiles L w-E 59 0.250 17 SIDE FOR MICROLAM HEADERS. SHDG 029 7. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 14. ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX I Door 1_Solid 60 0.220 17 (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 15. INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNL FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER I Door 2.531ass 42 0.300 13 PER CODE. INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS N S1"9M 0.21 Wall 2:Wool Framr_I6'ox. 1,029 19-0 0.0 59.4160 55 8. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 16. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CO APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING q"rm&w4.M"oed Frama:Doulale Pane wilth Law-E 115 0.300 36 HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. SIOC:0.28 Vr dow 5:Wood Frame: le Pane with Loge=E 24 0.250 7 SI4W.0.28 Ylmdrxw 6:Wood Frame:ESm6le Pane w Low-E 22 0.270 6 SHOC:0.21 Prcqect T fe: Report date: OS/14118 Data filenarrre: Q:1,6.5sers0raffing StabonAldmmrnents' EScheck"'�MONS.rck Pagel of 2 REVISIONS: EYEBROW DORMER CURVED RAFTERS 2'-0" OH DOUBLE 2X DOUBLE 2X TRIMMERS HEADER COMMON , RAFTER HOUSE , PITCH HEADER FRAME' HEIGHT (2H CURVED 2-1/4"THICK 12 ,�' RAFTERS 21X SUBFASCIA AC PLYWOOD q,'� HALF ROUND 2-3/4"FIR PLYWOOD FREIZE GUTTER WINDOW ERA E 2-3/4"FIR BOARD HEIGHT (H) PLYWO FRAMING ON RAFTER 1X8 FASCIA WALL TOP MATCHING RADIUS PLATES (MATCH WINDO4�- ) t HOUSE SOFFIT WALL SOFFIT DETAIL SIDE WALL STUDS SCALE: 3/4" = 1'-0SHEATHING" O NOTES: Q a Window frame curves should match window radius. Frame to be made 2x fir with 3/4" thick plywood W w screwed in securley on both sides. Window framemounted in place between rafter trimmers. Provide O bracing as needed. Rafters for eyebow to be at 12, o.c.. 20 gauge strapping to be attached over all a intersecting areas. Use 2 layers of 1/4" AC fir plywood sheathing over curved rafters. (Plywood should 0 1 be ripped into 16" wide strips for easier installation). Stagger all joints between layers. Plywood to be fastened to rafters with 1-1/2" (min.) stainless steel screws at 8" o.c.. Use Ice and Water barrier as roof A { B underlayment. Underlayment should continue up to roof plane. Overlap underlayment so water travels in a downward direction. Trim out eyebrow with clear cedar, primed or sealed on all 4 sides prior to installation. Insulate rafters with rigid foam board with foil on both sides. I 1 I I 1 I I I 1 1 I I --------------------------------------------- ---------------------------------- --------------------------------------- � I 1 I 1 1 I I I I 12 I I 1 I I I U I I I I I W co O I f I 1 I I I I I 1 I I I I 12 - -------------- `------------- O OI ----to--- ----, --------------------- I 1 1 I � I � 1 I I I I f 06 1 I I I I I O 1 2X12 DF#2 RIDGE `" 2X12 DF#2 RIDGE' 12 `D ----------------------------------- a I -------------------------- --- x 1 1 I I + 1 N I t I 10 0 11 i�-----� �----------- ------ ------ -----------� � V tit � i N N G I (2)1-3/4X14 ML RIDGE I Cf) m O I �tJ 00 X X O lf� , N I I N 5 I I 2 CP 1 I I I Q I 1 1 1 1 1 W [) I I N y 1 12 , ' O 1/ 12 9!!� y 10 O ' 0 ray \ ' I c0 ' ` _ 1j N ! 12 ' y ' ' W h ' I 1 ' I 7: .O I W " 12 ' f � O I 1 ISI Y t 0 En 4� /' I X w , 0 E;01 oo i ' / .� f tl0 6 ' I 1 S N i I I (2)2X8 DF#2 l Y , `l, oC c� X , ' U Cn N 2X8 RR C�16"OC i i . . .i!� � i ��� N �(PO N , ' � T_ 1 ' p 'J '`h ,' ,' ° 1 �� D W v N I 1 12 EYEBROW I �y\ry 12 O L i , r -I p I 2 I I I I I I I 1 , ` X 9! , U_ , W 1� DORMER L, N ! — ' 1 — — OI 1 I -� 127 ---- ------------------ ----� I 11°1'4 I O11 ----------------------------------�- ---, 1 ,2X8 RRC@16"OC ,2X8 RRC�116"OC„ W I I Q 1 1 ' ' 1 I ' ----------- --/----- Q ---------------------- --------------------------------------- ----------------------- ----------------- ' I I ' I I U 0 — — I 1 1 EMIR, - — WALL I�-`�� � �� I U I I 12 ' L I - `t. �. DOWN O `� ` SPOUT " Un B I I X 10 I I I ` ♦ II I V) tl ` I I ` 11 II I 1 N 1. INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. B. DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODM SHEATHING 2. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. ROOF PLAN 13 1/4" UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE I GABLE ROOF________ GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS 1/4" i V -----------------______________ +/- I UU 3. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS COMPLETE. SCALE: 1/411 - -011 I (VIF) I x (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 9. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. SW I PLANVIEW AT VALLEY I FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11 -12 GAUGE WITH AT A 6"CUSTOM 1/2 RND PER CODE. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. SE— N P ROJ ECT NORTH I ROOF OVER GARAGE OUTSIDE MITER I , ' 4. APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. NE L — — — — — — — — — — — — — — — J 5. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND 10. VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT 5-400 \�.� -RE D,,�C,� DIRECTLY TO THE DECK ALONG EAVES. AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA 6. USE 50#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. �� 'S� 110,4:12 OR LESS ROOF PITCH USE 30#FELT UNDERLAYMENT. CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO q y C0 CONCEAL VENT. +,IWO 7. ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS rJ {� WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. 11. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED AS REQUIRED. N (` .A DRAWN: MH 1 MS 022339 OQ SCALE: 1/4"=1'-0" JOB#: OF N ESN Thursday,January 16,20 ZO SHEET NUMBER: REVISIONS: 3 11/4 1 1/4 1 1/2 1 1/4 11/4 W.C. LAV. LAV. BAH SHO ER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 011/4 011/4 2 2 C.O. 3 12 10 C, O ` 11/4 12 11/4 1 1/4 1 1/2 1 1/4 � R @76'O c SINK LAV. 13" — - — — X8 DF#2 CJ @16"OC W.C. A.1. EYEBRO D.W. W.M. SHO ER 7ER 2 3 2 11/2 o STO RAG E C.O. 1 1/4 I C.O. 12 3 3 1 @\�OC, ---U CU 4 g0 TO APROVED — _ — — �+ 3/4"SUBFLOOR SLOPE" 1/4" PER FOOT PITCH TO DRAIN 4"C.I. SEPTIC SYSTEM __ TRAP HOUSE — ' — — 2X6 DF#2 CJ 16"OC 2X10 DF#2 FJ @lb"OC a ENTRY Q cn z a (3)2X12 DF#2 O Z PLUMBING SCHEMATIC GIRDER O ; ° 1 � � � U � � O W H 0 N .T.S. I COLUMN 12XI2 FG 6 POSTQ • O � , , BEDROOM No. 1 a a 1 11 3/4"SUBFLOOR EL.11.0 — _ — — 1 /4 DE '.KIN Y' 2X10 DF#2 FJ @16"OC - 2X8 ACQ DJ @16"OC EL.10.0 — _ — _ — °• (3) 1-3/4X11-7/8 Ix EL.9 a .' �. ML GIRDER ' c (3)2X8 ACQ 2X6 ACQ SILL PLATE .o . GIRDER b. TERMITE SHIELD D- EL.7.0 12"dia. SILL SEAL — - — - — CONC. �° STEEL 8"PC WALL PIER p COLUMN DAMPPROOF .. 2"CONC.SLAB T� EL. .0 0. ` V1 INSTALL WINDOW(S)PLUMB,LEVEL AND SQUARE INSTALL JAMB FLASHING. INSTALL A DRIP CAP(IF FOLD HOUSEWRAP DOWN AT HEAD;TAPE 2'X2'Xl' d 16"X8"CONC FTG. >'' PER MANUFACTURER'S INSTRUCTIONS;SEALANT APPLICABLE); HEAD FLASHING;AIR SEAL WINDOW AROUND CONC.FTG. 4'X4'Xl'CONC.FTG. O W BEAD AT JAMBS AND HEAD MAY BE OPTIONAL INSTALL HEAD DLASHING ENTIRE PERIMITER ON THE INTERIOR WITH (2)#5 REBAR BASED ON RISK FACTORS;IF SEALANT IS INSTALLED SEALANT OR NON-EXPANDING FOAM;EXPAND- ! IT MUST BE CHEMICALLY COMPATABLE WITH ING FOAM SHOULD NOT FILL THE SILL PAN. /! ` SECTION A-A u z HOUSEWRAP AND FLASHING, ��) � z ((a]] C`r`A I M. i I Ill — i I Cl 11 �j 0 WINDOW WITH HOUSEWRAP DETAIL O a O � N 2X12 RIDGE - - - - - - - - - - - - - - - - - - - - - - - - - - `'f8o 12 10 R��6oc 0 r-+ ( 2, 1� vL')G `, cI) N c I 1 6 � Co, (g • • / (9 12 • Q/ O 0 �11 • / • / • • / • 2„ Z��OFg2 2X8 DF#2 CJ @16"OC ft cz v � I ( I to d l I I I 1 10 I I .. I I FASTENER TYPE: SPACING: I No.8 WOOD-SCREW BASED ANCHOR WITH 16'OC \ tin.EMBEDMENT LENGTH 1 I 1 11 � U No.10 WOOD-SCREWS '• I I 1 \, I ( 11 • ( 1\ II I I • •/ ( ( I• / iI ( j ••I ( I •I' I I I 1• ( "0 BASED ANCHOR WITH 16"OC ( I 1 I Q m ELJ 11 tin.EMBEDMENT LENGTH I I I 1 1 I I I I I / 1/41n.dia.LAGSCREW Ij I A N O FI] 00 BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH • I I _ I • I — I I — I • I • ( •• I • I ( • U0 ` O ` 11 • I I I 3/q°APA PLYWOOD 0 SHEATHING BEDROOM No. 3 MASTER BEDROOM I I I 1/2"APA RATED SHEATHING 1 I l I GRADE PLYWOOD • 1 �1 / • 1 I /Z.• 1 I II • I 1 �1 / • (ALTERNATWIVE:7/16"O.S.B.) I / I / I I I / — _ — 3/4"SUBFLOOR W h I t •O I i 11 I / 1 / 1 2X10 DF#2 FJ @16"OC 2X10 DF#2 FJ @16"OC Y 1 G1/2'RA APA RATED SHEATHING I I GRADE PLYWOOD • I O i � I I 1 I I (2)1-3/4X11-7/8 ML F,I / I W/3/4"STEEL u J (ALTERNATIVIVE:7/16"O.S.B.) I I I I � I / I ( I — � I I 1 FASTENER TYPE. SPACING. I ( I 2X4 DF#2 / I I/ I lI I I/ No.8 WOOD-SCREW STUDS I ( ( I I WINDOWSILL BASED ANCHOR WITH 10"OC I II I I 1 •I ' • ' ( ••I' •I • tin.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.low000-scREws I' I o BASED ANCHOR WITH 12"OC ( I I ' ' PANEL SPAN EQUAL OR SMALLER tin.EMBEDMENT LENGTH I THAN 4 FEET ` 1:1 III I ( ( ( 11 I I I °' LIVING DW ING 1/41n.dia.LAGSCREW l BASED ANCHOR WITH 16"OC O • I/ Il tin.EMBEDMENT LENGTH TYPICAL DOOR OPENING JLLI • • FASTENER TYPE: SPACING: Ll ER. PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES 2-2X4 DF#2 STUDS CONNECTED No.8 WOOD-SCREW AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASED ANCHOR WITH 8"OC OR GALVID NUTS WJ WASHERS EL.1_1.0 _ ,; �`� 3/4"SUBFLOOR x' THAN 6 FEET Bin.EMBEDMENT LENGTH (V AND NUTS�2'-0"D.C. )FLOOR _ _ No.10 WOOD SCREWS n TYPICAL MULTIPLE OPENINGS BASED MBEDMEANCHOR TLEN 9"OC DATION EL.10.0 — 2X10 DF#2 FJ @16 OC Q' PANEL SPAN GREATER THAN 6 FEET tin.EMBEDMENT LENGTH — .cam �1 AND EQUAL OR SMALLER 1/4in.dia.LAGSCREW 1-3/4X11-7/8 °. �r Q BASED ANCHORWCTH 16°oc 1GRADE EL.9.0 �' �.� .` ML R ER THAN 8 FEET tin.EMBEDMENT LENGTH L 2X6 SILL PLATE - WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL d.TERMITESHIELD 5L a ti SILL SEAL p,) AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) GRADE EL.Z.0 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" °4 °4 C� VIN AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO e 2"CONC.SLAB COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL 4 C� CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN PRESSURE.ALL OPENINGS MUST HAVE DESIGN PRESSURE UPGRADES WHERE APPLICABLE. )OTING EL.4.0 _ — �a w .'a �� $ ?i� DRAWN: MH/MS ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. �' -I SCALE: 1/4"=1'-0" HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. JOB#: SECTION B-B. Thursday,January 16,20 0 ��� X223 39 Q- SHEET NUMBER: O SCALE: 1/4" = 1'-0" 0 F NEIN REVISIONS: 2X12 RIDGE 2X8 RR @16"OC 2X12 RIDGE 2X8 RR @16"OC (4)2X8 VALLEY (4)2X8 VALLEY 2X8 CJ @16"OC 2X8 C1 @16"OC , o STAIR HALL o ` BEDROOM No. 3 00 cn Q � U w — - -— 3/4"SUBFLOOR ENTRY .' 3/4"SUBFLOOR — _ -— 2X10 F1 @12"OC l000 2X10 FJ @16"GC C) o DROPPED F_ KITCHEN BEAM DINING ROOM o u (NON-STRUCTURAL) nnE E 11 11 lid 1111 1 1 O + I I1 1 _ _N O C LOS ET a 0111117/ 1 "- Lo LE Ul z 6d Ll EL.U.D--- „FINISHED FLOOR ° r4b (3)2X10 2X10 FJ @16"OC zxs eQ @16"OC EL.10.0 _ TOP OF FOUNDATION 1\�xk ., , 3 1-3/4X.11-7/8 ML GIRDER , 2 2X8 EL.9.0 NEW GRADE i 4"CONC.SLAB,REINFORCED w/6X610/10 WELDED WIRE FABRICa � —�� ACQOVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO 2X6 ACQ SILL PLAT y c tia 8"PC ti OVERHEAD DOOR(S)FOR DRAINAGE,1/8":12"(MIN).NOTCH 2" LALLY TERMITE SHIELD ; 12"CONC.PIER ^t WALL DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE SILL SEAL -.� 1=L•7•D _ —EXISTING GRADE �T y ' INSTALLED AT WALL @ 16-OC.INTO SLAB AND DOOR APRON. •: COLUMN $"PC WALL 'a' �'•{•'� -d' 2"CONC.SLAB °: DAMPPROOF , 16"X8"GONG.FTG. o:o ve d °d'V�py,•vo d°q d :ipi;, 1r�d d p' spy.,o t�q A; EL.4.0 - —BOTTOM OF FOOTING a Y, ''Y. p Y. o. 16"X8"CONC.FTG. 2'X2'Xi'FTG. O (2)#5 REBAR 4'-6"X4'-6"Xl'FTG (5)#5 REBAR EACH WAY (2)#S�ftE\ u z SECTION C u SCALE: 1/4"' = 1'-011 a N u CEMENT BACKER BOARD O CERAMIC TILE OVER 2X12 RIDGE � O THINSET(TYPICAL) X12 9-12" EXTEND MEMBRANE - — — — — — — — — — — — - 48 4 UP WALLS AS SHOWN SHOWER DRAIN 3° RIDGE 2�8 o CLIP) m C .2 2X8 RR O,c to .0 � FASTEN AT TOP ONLY :.•.:..:.:;.,,.. (TYPICAL) CURB 16"OC #2R/l ,�-{ X O 26" @1'6'OC 2X8 DF#2 CJ @16"OC TOWEL BAR PLACEMENT TOILET PAPER PLACEMENT MORTAR SHOWER PAN (2)2X8 DF#2 u m Lo U r Cn tzt N v� 0 f?a 00LlI, 3/4"SUBFLOOR 12"X24" TOWEL BAR LOCATION QI (min.12") ❑ 4 2X10 DF#2 F1 @12"OC ~ Q GRAB BAR LOCATION TOILET-PAPER U 77-84" HOLDER ST 54" SHEETROC VARIES(VIF) 15" LOCATION FIRE RATED _ OCK ON WALLS CA 48-60" AND CEILING PER CODE QI (VIF) 36" 45min. FIRE RATED 36-48" 26" + SELF-CLOSING HINGES [� 18" STEEL JAMB(TYP.) SHOWER HEAD NICHE PLACEMENT SHOWER SEAT FIXTURE BLOCKING AT BATHROOM � o V NEW GRADE EL.9.0 1/4":12"PITCH ' •. a •. a e. • •. .� 4"CONC.SLAB,REINFORCED w/6X610/10 WELDED WIRE FABRIC d. OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO L OVERHEAD DOOR(S)FOR DRAINAGE.1/8":12"(MIN).NOTCH 2" 8"PC R E D j EXISTING GRADE— _ EL.-7.0 d DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE WALL y INSTALLED AT WALL @ 16-OC,INTO SLAB AND DOOR APRON. a. ��V ��Ev(� u ' �� BOTTOM OF FOOTING— _ EL_4_0 '. �, n '(' � � DRAWN: MH/MS 16"X8"CONC.FTG. (2)#5 REBAR SCALE: 1/4"=1'-0" :. JOB#: v223 .� Thursday,January 16,20 0 SECTION D-D OF N E I�O SHEET NUMBER: �� SCALE: 1/4" = 1'-0" REVISIONS: [ZOOM FINISH SCHEDULE: LOCATION: FLOORING: WALLS: CEILING: BASE MOULDING: WINDOW & DOOR CASING: CEILING TRIM: REMARKS: 1ST.FLOOR: ENTRY: 2-1/2 RED OAK#2 1/2"GYPSUM 1/2"GYPSUM 5-1/2"HUDSON RIVER 112 3-1/2"HUDSON RIVER 415 CLOSET: 2-1/2 RED OAK#2 1/2"GYPSUM 1/2"GYPSUM 5-1/2"HUDSON RIVER 112 3-1/2"HUDSON RIVER 415 INTERIORTRIM NOTES : STAIR: RED OAK TREADS,PAINTED RISERS 5/8"GYPSUM 5/8"GYPSUM 5-1/2"HUDSON RIVER 112 3-1/2"HUDSON RIVER 415 U-4075-50 NEWEL POST,U-5060 BALUSTERS,U-6210 RAILING LAUNDRY ROOM: TILE 1/2"GYPSUM 1/2"GYPSUM 5-1/2"HUDSON RIVER 112 3-1/2"HUDSON RIVER 415 UTILITY ROOM: TILE 1/2"GYPSUM 1/2"GYPSUM 5-1/2"HUDSON RIVER 112 3-1/2"HUDSON RIVER 415 1). TRIM AND MOLDINGS: INSTALL IN SINGLE, UNJOINTED LENGTHS AT OPENINGS AND FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE. FOR LONG RUNS, LIVING ROOM: 2-1/2 RED OAK#2 1/2"GYPSUM 1/2"GYPSUM 5-1/2"HUDSON RIVER 112 3-1/2"HUDSON RIVER 415 - USE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT KITCHEN: TILE 1/2"GYPSUM 1/2"GYPSUM 5-1/2"HUDSON RIVER 112 3-1/2"HUDSON RIVER 415 - RUN. STAGGER JOINTS IN ADJACENT MEMBERS. COPE MOLDING AT RETURNS. MITER ALL CORNERS. DINING ROOM: 2-1/2 RED OAK#2 1/2"GYPSUM 1/2"GYPSUM 5-1/2"HUDSON RIVER 112 3-1/2"HUDSON RIVER 415 - 2). ATTACH THE WORK SECURELY 1N PLACE. HALL: 2-1/2 RED OAK#2 1/2"GYPSUM 1/2"GYPSUM 5-1/2"HUDSON RIVER 112 3-1/2"HUDSON RIVER 415 - a). NAILING: BLIND NAIL WHERE POSSIBLE. USE FINISH NAILS WHERE EXPOSED. SET BATH: TILE 5/8"MR GYPSUM 5/8"MR GYPSUM 5-1/2"HUDSON RIVER 112 3-1/2"HUDSON RIVER 415 - 42"h WAINSCOTTING NAIL HEADS FOR FILLING, EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE BEDROOM No.1: 2-1/2 RED OAK#2 1/2"GYPSUM 1/2"GYPSUM 5-1/2"HUDSON RIVER 112 3-1/2"HUDSON RIVER 415 - NATURAL FINISH (IF ANY). b). ANCHORING: SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT- CLOSET: 2-1/2 RED OAK#2 1/2"GYPSUM 1/2"GYPSUM 5-1/2"HUDSON RIVER 112 3-1/2"HUDSON RIVER 415 - INTO OR DIRECTLY ATTACHED TO SUBSTRATES. STAIR HALL: 2-1/2 RED OAK#2 1/2"GYPSUM 1/2"GYPSUM 5-1/2"HUDSON RIVER 112 3-1/2"HUDSON RIVER 415 - 3). CASEWORK: INSTALL WORK IN A MANNER CONSISTENT WITH THE AWI QUALITY BEDROOM No.2: 2-1/2 RED OAK#2 1/2"GYPSUM 1/2"GYPSUM 5-1/2"HUDSON RIVER 112 3-1/2"HUDSON RIVER 415 - w GRADE SPECIFIED. � - CLOSET: 2-1/2 RED OAK#2 1/2"GYPSUM 1/2"GYPSUM 5-1/2"HUDSON RIVER 112 3-1/2"HUDSON RIVER 415 _ a). SECURE CASEWORK TO GROUNDS, STRIPPING, OR BLOCKING WITH COUNTERSUNK CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID BEDROOM No.3: 2-1/2 RED OAK#2 1/2"GYPSUM 1/2"GYPSUM 5-1/2"HUDSON RIVER 112 3-1/2"HUDSON RIVER 415 - INSTALLATION. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK. CLOSET: 2-1/2 RED OAK#2 1/2"GYPSUM 1/2"GYPSUM s-1/2"HUDSON RIVER 112 3-1/2"HUDSON RIVER 415W b). ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. Q A MASTER BEDROOM: 2-1/2 RED OAK#2 1/2"GYPSUM 1/2"GYPSUM 5-1/2"HUDSON RIVER 112 3-1/2"HUDSON RIVER 415 HT1 4). PLASTIC LAMINATED FINISH WORK (WHERE APPLICABLE): a). COORDINATE AND VERIFY SIZES AND LOCATIONS OF OPENINGS FOR FIXTURES HALL: 2-1/2 RED OAK#2 1/2"GYPSUM 1/2"GYPSUM 5-1/2"HUDSON RIVER 112 3-1/2"HUDSON RIVER 415 O WITH ACTUAL FIXTURE SIZES. FORM INSIDE CORNERS TO A RADIUS OF NOT LESS WALK-IN CLOSET: 2-1/2 RED OAK#2 1/2"GYPSUM 1/2"GYPSUM 5-1/2"HUDSON RIVER 112 3-1/2"HUDSON RIVER 415 - THAN 1/8". ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF 0 CRACKS. BATH: TILE 5/8"MR GYPSUM 5/8"MR GYPSUM 5-1/2"HUDSON RIVER 112 3-1/2"HUDSON RIVER 415 LINEN: TILE 5/8"MR GYPSUM 5/8"MR GYPSUM 5-1/2"HUDSON RIVER 112 3-1/2"HUDSON RIVER 415 STORAGE: 2-1/2 RED OAK#2 1/2"GYPSUM 1/2"GYPSUM 5-1/2"HUDSON RIVER 112 3-1/2"HUDSON RIVER 415 NORTH-EAST PORCH: 5/4X4 MAHOGANY 1X6 T&G V1 E&CB AZEK - SOUTH-EAST STOOP: 5/4X4 MAHOGANY SOUTH-WEST DECK/SHOWER: 5/4X4 MAHOGANY 1X6 T&G V1 CL.CEDAR (2)2X10(RIPPEDk6-1/2"X7" HARBOR CLASSICX6 NA ER 1/4"LUAN OVER HARBOR CLASSIC HARBOR CLASIC �-+ v DOWN TO 8-1/4") 2.5"CASING 2.5"CASING a1 FINISHED SHEETROCK X2X6NALER 6-1/2"X7"CROWN 12 O ARBOR CLASICHARBOR CLASSIC W CROWN 12 HARBOR CLASSIC—w Z 4.5"CASING 4.5"CASING U1X6 S4S �/1 ORBOR CLASSIC POPLAR W 4.5"CASING 1X4 S4S f� a POPLAR COFFERED CEILING DETAIL O U 4' 3-1/2" NOTE: 11/16X5-1/4 RBS-8027 11/16X4-5/8 RBS-WM47 1).TRIM WORK TO BE BY PRINCETON CLASSIC MOULDINGS SPRUNG CROWN SPRUNG CROWN 2).DO NOT SPLICE. 3).TRIM TO BE NAILED EVERY 16 INCHES WITH 16-GAUGE FINISH NAILS. NAIL HOLES TO FILLED IN WITH SOFT,RUB-IN-TYPE PUTTY. o 4).MITER CORNERS.GLUE AND FASTEN CORNER JOINTS WITH FINISH NAILS. cf) 4 � p co m y v 1-1/8"THICK RBS-FS225,312,1021 3/4X3-1/2 RBS-BD835 rn r FLAT STOOL BEADED CASING = m m O �p a� O � x0cd m fz 41 00 V 1/2X3/4 RBS-8423 9/16X5-1/4 RBS-BB514 U m _ +" BASE SHOE NECK BASE 12 d1 1t+ �-t 3/4"THICK BIRCH oo v SHELVING N Wcu �VS43/4"BEADED HELF EDGING W 1X3 BIRCH CLEAT (SIDES&BACK) 82"TO TOP OF ul U FINISHED FLOOR O Ln (11 INTERIOR DOORFM§4 TRUSTILE TS5000 L 16" N 1-3/4" THICK T TALL 3/4"THICK BIRCH SHELVING 1/4X3/4"BEADED SHELF EDGING 1-5/8"DIA. x FIR POLE r7 1X3 BIRCH CLEAT 66"TO TOP OF (SIDES&BACK) FINISHED FLOOR e�-� ��S' �i VIN Sc ��/,� 1 ' � C� DRAWN: MH/MS TYPICAL CLOSET SHELVING SCALE: 1/4"=1'-0" NJOB#: ,AA' y� 0 Thursday,January 16,20!0 2'339 �- SHEET NUMBER: DFNEW �O REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ° RAFTER WALL STUD ENDWALL CRIPPLE STUD 0 • BOTTOM PLATE p RIDGE BATHTUB ° HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP AFPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL., ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24'OC WALL STUD W � THROUGH-ROOF EXHAUST con � � VENTS SELECTED AND LOCATED BY CONTRACTOR O �, METAL STRAP W CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Q RIM BOARD CHIMNEY RAFTER AS REQUIRED ^ O ALL SHEATHING RAFTERS MAINTAIN !•rT,-I H U SILL PLATE(S) WVENTILATION„ WOOD JOIST, SIDEWALL FLASHING FOUNDATION - TOP PLATE _4_�) hl BLOC KING H ' - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKINGO cn BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST Z _ _ O STA,PPING TO BE ATTACHED TO WALL STUDS C�48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA U AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER P-1 THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'O" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION ' AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16' LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE ' FLASHING 4 INCHES w RAFTER TT�� BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME V1 EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING a O SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O W WOOD JOIST U Z z a TOP PLATE O GIRDER/HEADER U SIDE WALL FLASHINGO � a 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD 0 O ON FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS � ) INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION w 4" - 93" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 116" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TOEACH STUD DBL. SILL PLATE D TERMITE SHIELD o f— SUBFLOOR N v SILL GASKET / WOOD JOISTS m m o X ^ .. u TYP. CONC. FOUNDATION ^ ` CONC. SLAB me— CASKET NE -��. ' ' 2x6 / � o 2x8 CONTINUOUS WOOD PLATE m C 6 MIL. POLY _ � � \o +l .� DAMPPROOF EXTERIOR GRANULAR FILL r � I BOLTED TO STEEL BEAM WITH 0 z,, v V i ` ' X o 6MIL POLY ON EXTERIOR \. ` 1/2 " DIA. BOLTS © 48" o.c. STAG. P'-4 cz (8 r �/ s STEEL COLUMN `� ' ►� A ' ' � v , ° ROOF JACK ♦ o °' ob v ' - ° �� '� " STEEL BEAM r ° ` ^ CONC. SLAB ,� o �,Q `� ANCHOR BOLT EMBEDMENT: �� 1\ �. c .0 m " r COMPACT FILL ° POURED CONCRETE: 7" � V 1 BLOCK WALL: 15" I v ` 4" x 1/4" x 8" STEEL ROOFING LAPS TOP AND BOTTOM PLATE Lo U m +, KEYWAY FOOTING o FLASHING AT ' WITH 1/2" x 6" ANCHOR BOLT a z ° Q'3 CONC. FTG. p Q'p G v' SIDES AND TOP 04 r O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS `� 1/2" GROUT N �� v C • A ° (USP LB PS58 OR B P583) .� W p � REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT 1 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL W TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"X24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION) 2 STORIES 36" OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL O r SUB FLOOR Q' CONC. SLAB I I DOORFRAME 6X6 10/10 WWM COMPACT FILL ' DOORGE I G JOIST USE 2X8 STEEL BEAM FOR BLOCKOUT ' 4" SLAB P.T. PLATE W/ 6X6 WMM M I I SLOPE ` 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT V ' 1/2" AIR SPACE WITH A NAILING PLATE IF NEEDED n AT END AND ,� o e °e ° �� -,� ° , o • TO BE APROX. 1/2" OR HIGHER THAN ►� ' �,y;•A ES OF WOOD u`� STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE A Qd` , --a� --CT z BEAMS D o .e o e '•' _ O (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) � 12 = 6X6 W.W.M. • e -� r r Cr ° -_SII Q ° ' d _ a r_ ° r' 0 0 'o I-1 II-11 IIE MIN. ° ,°' C ° ° D /� /I Q'� A'� ° NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM �II � � 0 SUBFLOOR rr. NOTCH EQUALS 1/4 DEPTH OF BEAM I- G u• • Q • REINFORCING BAR o' I-III ° O •°'p I OIST . C �� REINFORCING BAR c ° _ , c FEA � DRAIN TILE �� SHEET METAL / 30# F-ELT UNDER BEAM AT POINT llll ' d L�•n O° O° ° (�" STEEL BEAM 12 0 OF CONTACT WITH CONCRETE OR CONC. BLOCK LLITIL 11 _1i1=111=11 Ti�11=11� ill ``N-'0 o•q 3" PLATE (BOLTED TO BEAM) /1' �V1I\; --YPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° �° SHIMS TO LEVEL BEAM1 � �� P_.S�C',y ] REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT ��y' � � SCALE: 1/4"=1'-0" BEAM POCKETJOB#: O Thursday,January 16,20 0 `339 �� SHEET NUMBER: �F NE O REVISIONS: CODE: 2015 IRC, 2016 NYS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUNC WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION D DRAWINGS R SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNE N HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 3 FT. TO MODERATE SLIGHT TO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 20 PSF 130 B SEVERE SOIL COMPACTION: 4 MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA.MAXIMUM Ile 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER 0 ' RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. Z All fasteners,hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft.below grade. STAIR RAILING LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/41fx24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. lapping up the sheathing W 1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts at 16"o.c. MINIMUM 6).Concrete piers shall be a minimum 6"above grade. O H HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored Q to girder(s). ^ O RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. W U 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal POST for any contact with ACQ. 0 TOP PLATE Q•1 Z TOP PLATE O BALUSTERS �j O U WALL STUD RIM/DECK JOIST o HANDRAIL NOTES: WALL STUD A-1 OPEN BALUSTER ATTACHED TO WALL o All required handrails shall be of one of the following types or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I. Handrails with circular cross section shall have an RAFTER TO PLATE/STUD CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a CONNECT TO RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTERthan 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD EACH RAFTER 2).Type 11. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shad begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 ^ 4"DIA. MAXIMUM inch within 7/8 inch below the widest portion of the 5 GIRDER/HEADER profile.The required depth shall continue for at least 3/8 r a O inch to a level that is not less than 1-3/4 inches below the O tallest portion of the profile.The minimum width of the GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a pq Z maximum of 2-3/4 inches. Edges shall have a minimum U JOIST POST/COLUMN Z ° ° radius of 0.01 inches. F a � _ o ° O POST/COLUMN W NAILING SCHEDULE o a GIRDER/HEADER ROOF SHEATHING: Q NAIL JOINT DESCRIPTION QTY SPACING NOTES POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL 8d WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH RAILINGROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN PB566/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY SPACING NAIL NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMO RAFTER CEILING JOIST 8'WALL: 3-8d COMMON EACH N TO TOP PLATE 10'WALL:4-8d COMMO JOIST TOE-NAIL M m o CEILING JOIST TO AS PER TABLE 3.7 EACH FACE ,n v ° ® STU BEARING PLATE PARALLEL RAFTER WFCM-SBC - LAP NAIL r0 6� Cf) o V GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE O +-+ x o $-4 • OVER PARTITION WFCM-SBC LAP NAIL w 9 44 ° ' • COLLAR TIE AS PER TABLE 3.4 EACH FACE a� Ln a • Q TO RAFTER WFCM-SBC END NAIL 0 ° WOOD JOIST BLOCKING EACH TOE ° 2-8d COMMON •� ci m �' TO RAFTER END NAIL `c LEDGER II `• . RIM BOARD 2-16d COMMON EACH END U ° GIRDER/HEADER I CONCRETE PIER ', TO RAFTER END NAIL WOOD JOIST I '• >" c�00 r > v WOOD JOIST ° W WALL FRAMING: • JOINT DESCRIPTION NAI NAIL SPACING NOTES TOP PLATE TO FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x TOP PLATE 2-16d COMMO PER FOOT FACE NAIL CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I THE PROPER STEEL CONNECTOR. FOR HEADER HEADER/GIRDER-TO-POST CONNECTION 4-16d COIvIMO TOP PLATES AT JOINTS FACE W LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA. SIDE NAIL IF ABLE,SET FIR JOISTS APROX. 1/4 HIGHER THAN LVL HEADERS Q' TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 24" FACE REQUIRED I I STUD 2-16d COMMOP I O.C. NAIL U FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16"O.C. FACE U)HEADER 16d COMMON ALONG EDGES NAIL FLASHING TUCKED UNDER I TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: N PIECE OF SIDING BELOW THREADED ROD FLOOR JOIST, BAND JOIST, 2 -16d COMMO PER FACE NAIL END JOIST OR BLOCKING FOOT 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT CONNECTED TO BLDG. @16"OC STRINGER POST DECK FRAMING: U ®16"OC MINIMUM (2)THRU- END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES BOLTS QTY. SPACING PB44POSr Q ' 0 • JOIST TO: PER TOE ANCHOR dia. FLOOR FRAMING eu 4-8d COMMON 0 o PIER 16"TREAD o - .--- - MINIM M s A SILL,TOP PLATE OR GIRDER JOIST NAIL 2x JOISTS ° o •o a END ANCE BRIDGING 2 .8d COMMO EACH TOE .• o •• '• 12"x12"x12" V V ^ �' TO JOIST END NAIL a . CONC.SLAB a4 0 ••q, CONCRETE FOOTING > > " (AS REQ.) -4 ;,, •';; ^ i ^ BLOCKING EACH TOE BLOCKING FOR °a •y TO JOIST 2 -8d COMMO END NAIL JOIST HANGER B"dia. a DECK PIER > LAG BOLTS p . p CONC. .qb,° PER PLAN BLOCKING TO: EACH TOE �`�� 3 -16d COMMO 5 s' p 3'-0 o PIER HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK NAIL V IN s' Off, a' � 9' s RIM JOIST/BD. G o o SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FACE ° 9°• 4 INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG. CONNECTION TO BEAM 3 -16d C(SMMO JOIST NAI (�1 e LOCATION USP NUMBER DESCRIPTION APPLICATION DRAWN: MH/MS JOIST ON LEDGER PER TOE !( SCALE: 1/4"=1'-0" 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM 3 -8d COMMON JOIST NAIL f Iv DECK/PORCH LEDGER CONNECTION JOB#: 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER END 'mss;'' TO JOIST 3 -16d COMMO JOIST NAIL 4 rr� .t- Thursday,January 16,20 0 22339 Q- BAND JOIST TO: 2-16d COMMO PER TOE NAIL O� I O SHEET NUMBER: SILL OR TOP PLATE FOOT ESN REVISIONS: C') ENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION Q-n, SPACING NOTES BUILDING USE CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framingand shear wall connections for rafter, ceiling or truss to to late shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH g P P TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM -SBC LAP NAIL EXT. BALCONIES 60 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS - 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: 30 STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under _ NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES GAURDRAILS ANY DIRECTION 200 w precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL W TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION c anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all F" 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 0 z INTERSECTIONS 4- 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE Z 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE w U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD O.C. NAIL Sym.: 7). The General Contractor is too consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 16d COMMON SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. Q F- such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL Z in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O O 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC aJ U 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: a FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR length adjustment factors in table 3.16. JOIST, BAND JOIST, 2 - 16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 P GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2). All footings to rest on undisturbed (virgin) soil. NAIL NAIL interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. _ 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 11 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST � - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 EACH TOE BLOCKING SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. d COMMON @ 6" OCSEE NOTES: 13 W poured on ,4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: O.C. , Q o WF.ere a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE „ SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95/o relative density with g 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. ,� p 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 O 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 -16d COMMON JOIST NAIL � p� 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE z a 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST 3 - 16d COMM PER END 1). For roof sheathing U the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvanized or stainless steel. TO JOIST O JOIST NAIL O a a ng within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 2 BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. O o 8). Drainage as required by cuirrent N.Y.S. Residential Construction Code. ) Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2 - 16d COMMO FOOT SEE NOTE: 1 � l Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. V FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES o 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD otherwise. JOINT DESCRIPTION Cq v Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) m o where needed. 4' EDGE ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. m m a; 4). Unless otherwise noted , alll bearingwall headers to be 2 2x10 #2 + BTR. Doug. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD X ^ >� O g 5d COOLERS o m v Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.C . FIELD INTERIOR ZONE 8d COMMON @ 6 O.d. 8d COMMON @ 12 O.C. SEE NOTE: 3 m o 6). Concrete piers shall be a minimum 6 above grade. TO �,, openings. I_VL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: x o th openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES � � 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored -d Ln v openings between 4'1 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire irder s . JOINT DESCRIPTION NAIL NAIL o 00to \ g ( ) THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. I4 gb and blocking where applicable. QTY. SPACING o t U 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 It � , � 5). All flush beams/headers to be installed with heavy duty galvinized hangers and 8d COMMON1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5 „ 2 PLUMBING NOTES PANELS WFCM - SBC ,�, vCO anchors where applicable to all l connecting joists. be used. 7/16" OSB 6d COMMON 3" O.C. EDGE o 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with .0 w Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. a on plans. WALLBOARD 5d COOLERS 10" O.0 . FIELD 2 Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r )• Y P Y g Y p pp FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. H where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. PP STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U HVAC SYSTEM NOTES 1" OR LESS 8d COMMON12" O.C. FIELD (5.7 SQ.FT.2ND. FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF O under all bearing walls. as required by current NYS Residential Code-FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. Emmq needed. 2 HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. )• Y Y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. V Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. x ELECTRICAL NOTES shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed � members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces Q' over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of y ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3). All electrical work to comply with 2014 NEC. to be reduced to] - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. \ RED 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or �G �E N s C,� approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 C1, DRAWN: MH/MS torch down type material over. and R315 of IRC. i SCALE: 1/4"=1'-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to JOB#: be installed with a foam sill gasket and co r-tex termite shield or approved equal. 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D •v .. v 4 p .o i i av ' ' ' 0 W ` r d 1 ' v Q . D �. V G . p •O I i I \ \ --------------------------------------------- --------------------------------------------- --------------- --------------- , r----------------------------i ___---------------------'---_--------_____ 1 1 � 0 1 0 i . GFL D D D �\ I ID -----------------------------------------r' T------------------- TV 1 1 , 1 I 1 I I 1 1 4-1 1 1 1 1 -1 D V) db I 7v 4 ===___-== FOUNDATION PLANG= ================== = N SCALE: 1/4 = 1 -0 I I � 1 _\ x I , / OPEN �Q11I ' TO / BELOW 1 TV ' Fw i �Ct�i N ;l a61 �"- `s .. I `� DRAWN: MH/MS �-233g ��� SCALE: 1/4"=1'-0" OP N JOB#: Thursday,January 16,20 ZO 2ND. FLOOR PLAN SHEET NUMBER: SCALE: 1/4" = 11-011