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Home My WebLink About43069-Z �o�su¢Fol�cG , Town of Southold 6/19/2020 C3 . P.O.Box 1179 �' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41196 Date: 6/19/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1165 Shipyard Ln, East Marion SCTM#: 473889 Sec/Block/Lot: 38.-1-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/11/2018 pursuant to which Building Permit No. 43069 dated 9/26/2018 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, four bedrooms, covered front porch, two unfinished second floor storage areas and attached two car garage as applied for. The certificate is issued to Ioannis Zoumas of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0089 3/12/2020 ELECTRICAL CERTIFICATE NO. 43069 3/9/2020 PLUMBERS CERTIFICATION DATED 2/24/2020 G ge ApToudis Aut riz ds* ture �gaFFnt��vTOWN OF SOUTHOLD BUILDING DEPARTMENT C3 s 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#: 43069 Date: 9/26/2018 Permission is hereby granted to: O'Shea, Jeremiah &Annette 120 Onderdonk Ave Manhasset, NY 11030 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 1165 Shipyard Ln, East Marion SCTM #473889 Sec/Block/Lot# 38.-1-12 Pursuant to application dated 9/11/2018 and approved by the Building Inspector. To expire on 3/27/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,822.00 CO -NEW DWELLING $50.00 Total: $1,872.00 Building Inspector oF sovly®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.deviine-town. us Southold,NY 11971-0959 y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To, Loannls Zournas Address: 1165 Shipyard Ln city,East Marion st: NY zip: 11939 Building Permit#: 43069 Section: 38 Block: 1 Lot- 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Yannucci Electrical Services License No: 50592ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 61 Ceding Fixtures 22 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 11 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 54 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights 14' Dryer Recpt 1 Emergency Fixtures Time Clocks Disconnect Switches 50 4'LED Exit Fixtures Pump Other Equipment. W/D, DW, Micro, Fridge Notes* House w/Attached Garage Inspector Signature: Date: March 9, 2020 S.Devlin-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q • �O WWI BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No Owner: (Please print) Plumber: Qv l P t y Y,-o�-�\S (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. i (Plumbers Signature) Sworn to before me this �-y day of L , 20 S Sir1SS publ�c:'State of New York SAO l�C 1 SU624102 NotaryPublic Count • Fteg ,j lfi su y (�`t�. ffolk County [�g�ori'Epites May 31," U � 4170 01 OF 50(/l,�o do � TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION [ 14/FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1 f I V _ ■ � e 1 4 DATE hINSPECTOR�)d— (IV alae so h0� Olo # # 'TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ]- FINAL, " [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/O Y REMARKS: \ � G DATE INSPECTOR DE SOl/rholo 11 * # TOWN OF SOUTHOLD BUILDING DEPT. `ycouun,� 765-1802 INSPEC- ION [ ] FOUNDATION 1ST [ ROUGH PL13G. [%.Irj.OUNDATION,2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ "] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE /O REMARKS: rZ6 4,DATE41-blavINSPECTOR BOE SOUTy� Liq o 6 1 A � * # TOWN OF SOUTHOLD BUILDING DEPT. �O • �O �ycooHn e�' 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE &`CHIMNEY " [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] -PRE C/O REMARKS: d V _ IV ® &Gh/ ` ' A-,,a lnor,440n �— an _ �a DATE INSPECTOR "'1� 4.170 1fL OFso(¢�° * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [- ] FOUNDATION 1ST [ ] R UGH PLBG., [ ] -FOUNDATION 2ND [ INSULATION/CAULKING - [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: e� © 0 DATE :INSPECTOR o�a0f SOUIyo H'77b V I S S rD BUILDING TOWN OF SOUTHOL DEPT. `ycouun,��' 765.1802 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]-FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATIO [ ] ELECTRICAL (ROUGH) ELECTRICA4 (FINAL) a [ ] CODE VIOLATION [ ] PRE C/O AIL - REMARKS: #-< IAUAIA r A � � a • 63 DATE INSPECTOR lafs TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION FOUNDATION 1ST ROUGH PL13G. FOUNDATION 2ND 'SULATIOWCAULKING y VI F FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REMARKS! IN'tel oc/ A X141 C-K� ' ow dl."If I DATE &1/1 WW INSPECTOR V/ a Ns CONTRACTING // ENERGY`EFFICIENCY CERTIFICATE Address: S— City:E No 0/1 State: N y Zip Code: //939CU �z CU RESIDENTIAL COMPLIANCE PATH J (Only one shall apply) Prescriptive R ❑ Prescriptive U ❑ Prescriptive UA ❑ Performance ❑ m ERI pe Index: - n COMPONENT VALUES o Ceiling R or U-value: C� Wood Frame Wall or U-value: 2 I o Mass Wall R or LI-value: R3 Floor R or LI-value: 3 Basement Wa/J R-value: 0 0 U Slab R-value: _1 Depth: CnrM Space R-value: v Fenestration LI-Factor: 6e�: 2-(.p HGC: Skylight LI-Factor: v Ducts Outside of �/ 2 Thermal Envelope R-value: Other -6 ❑ i Building Envelope Air LeakaAir anges per HourNDuct System Air Leakage: M per 100ft2 c Rough-In Testing: � truction Testing.❑ o N Heating System Efficiency: v Cooling System Efficiency: (Y S w y Water Heating Efficiency: 0.13 ° Ji Gas Fired Unvented o Room Heater: ❑ @ (� E Electric Furnace: ❑ o Baseboard Electric Heat ❑ a, This Certificate is upon 2015 International Energy W`o Conservation Code and the 2015 International Residential Code. 41- w This Certificate shall be posted on or in the electrical distribution panel o U Z56 ROUTE 25 A WADING RIVER, NY 11792 P 631-.929.5500 F 631.929.5501 as a W JNSCONTRACTING.COM ,. fJ f,� S mome Energy a ;n Certificate Property HERS JNS Development Rating Type: Confirmed Certified Energy Rater: Michael Fauci 1165 Shipyard Ln Rating Date: 2020-03-09 Rating Number: MF189 East Marion , NY 11939 Registry ID: 375702042 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 51 Heating 57.7 $1171 64% General information Cooling 2.1 $103 6% Conditioned Area 2629 sq. ft. House Type Single-family detached Hot Water 10.8 $202 11% Conditioned Volume 24480 cubic ft. Foundation Unconditioned basement Lights/Appliances 20.4 $340 19% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 91.0 $1832 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Cooling: Air conditioner, Electric, 13.0 SEER. Criteria Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 104.00 CFM25 2015 IECC Performance Path Ventilation System Exhaust Only: 133 cfm, 23.2 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-30.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.310, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 958 Clg: 958 CFM50 Foundation Walls R-0.0 Method Blower door 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) 560 Clothes Dryer CEF 3.48 Fax# Dishwasher (kWh/yr) 230 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REWRate- Residential Energy Analysis and Rating Software v16.0.1 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: 1165 Shipyard Ln City: East Marion Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 2 Location of this CAZ: Basement (Use additional forms f more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-03-09 Outdoors Temp During Test: 50 °F 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 E] No�✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain to notes) NOTES: etlting_System; Primary: Yes❑✓ No❑ Type: Furnace Q Boiler II Heat PumpE[Other❑ - i, ;- [�etiHnn-Tvve .`= _ry-Dr'a[t_` 'SJ illar e" - - S ilia e-={ 'Cp' O' E icieri'' , e Fuel Tytie _�r ,'"-_; �ti "e a' ascal orstCaseatura'1 Rating:95.0 N❑✓ P❑ODED NQNO1MESE N/A Pa. Pass ✓❑Fail❑_ Pass0_FailE1 N/APPM NIA PPM W _ == Yes ❑✓ TT: Standard Tank QIndirect Tankless ❑ Size• 0.0 Style Common Vent ater Heater:.' Primary: No Instantaneous ✓ Commercial See Note 5 below (Gallons _-- - n ❑ LLI ) ) 4 Stand Alone �✓ °rentinQ_Tvnej'' _ D'ra t5 _- Sin llaer' Snllaee_(Natriral);. CO =PCO. - E tcien 1 Fuel!Tvve1• _ 1. (Cir,'cle Type)_ (Pascdl)a - '(W,or"'se,Case); (Gorse Case);' +(Natural) EF: 0.95 NEIPQ O nE❑ N❑M❑S Z✓ N/A Pa. Pass[Z]Fail❑ Pass❑✓_FailFl N/A PPM N/A PPM Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes_❑✓ No❑ Oven CO 2 PPM Ambient CO(During Oven CO Testing) 0 PPM 1 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 renting 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) s 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: Date: 2020-03-10 Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 1165 Shipyard Ln City: East Marion 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: 2020-03-09 Outdoors Temp During Test: 50 °F 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 0 No❑ Tyne: Furnace Q Boiler❑Heat PumpQ Other❑ r' z Venting,Tyne 3 Drat Sin Ilage Sin IIaQe; CO Lo� t E Fuel Tvne' Circle T e ascal orst Case (Natural__' drs"t Ckse (Natural) Rating:95.0 NZ P❑O❑E❑ N❑,,❑M❑S_Z NSA Pa. Pass❑✓ Fail❑_ Pass&ail❑ NSA PPM NIA PPM Yes ❑✓ Tie: Standard Tank❑Indirect Tankless ❑ Size: 0 0 Style Common Vent❑ Water Heater Primary: No n Instantaneous ✓❑Commercial (See Note 5 below) (Gallons) 4 Stand Alone ❑✓ s z Venting Type 3 Drat Sin IlaQe Spillage(Natural) CO. CO E tcien Fuel Tvpe (Circle Type) (Pascal) (Worse Case)- (Worse(7ase). (Natural) EF: 0.95 NO P❑O❑E.❑ 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 Q No❑ Oven CO 2 PPM Ambient CO(During Oven CO Testing) 0 PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 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: % Date: 2020-03-10 �, ��' �: �.,,,. �. __,.w !� h� _ J.' � t f, t� �� • c t t, _, . , , � � ++ � ' °`� �� {. f � �� • � • • � COMMENTS lim'Fli TKA FOUNDATION (ZND) 'll !�,� ENERGYROUGH FRAMING& PLUMBING rRICOA INSULATION PER N.Y-. STATE •D 17, B[("j?M- MmJ"l1 , vw ADDITIONAL tom. `a v �TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST fBUILWNG 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)765-9502I /"�/ Survey Southoldtownny.gov PERMIT NO. L V b Check Septic Form N.Y.S D E C. Trustees C.0 Application Flood Permit Examined20 Single&Separate Truss Identification Form Z Storm-Water Assessment Form Contact: Y /04s.-'VIS 2&"4A<, Approved 20 ,MN � Mail to- 006,6 . G / �IIr/ fLt� Disapproved a/c A-0/P41 �u xg . J1 Phone._ G 31.9x9, ijrc;o 0 aBuilding Inspector SEP 4 1 2018 APPLICATION FOR BUILDING PERMIT R-11-1Date 20 G> 1�96d�� 1 BUMD rI DEPT- INSTRUCTIONS ��"'T`�� rTtiis appllc hone 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) aosa �!. cwt, aa. %vaA 11 wa.pi ri a (M cling address of applicant) State whether appplicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder 6WA)0 / - 01c. t� Name of owner ofpremises 2Aj,14AS (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. LIS-3o 1-14 Plumbers License No. Taa,-a,5 Electricians License No. $Qsga- ME Other Trade's License No. 1. Location of land on which proposed work will be done: ))&T S 4 r ML LAx,�g ATT MAiLlaO House Number Str et Hamlet County Tax Map No. 1000 Section 33 Block I Lot 10 << Subdivision Filed Map No. Lot 2. State existing use and occupancy of premi es and intended use and occupancy of proposed construction: a. Existing use and occupancy � CA j-rf b. Intended use and occupancy 3. Nature of work(check which applicable):New Building 1/ Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost_ N�U�000.00 Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor 10- I If garage, number of cars o7 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. r 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 1ir i r 8. Dimensions of entire new construction:Front 5V Rear Depth 3a Height 30'- 11 3v" , Number of Stories o1 9. Size of lot:Front J00 Rear /00 i Depth /LD -S' 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated fz"c/y 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 JoAP.0rS 20vMA1.Address AviV6 (V Phone No. Go81.439•SSS Name of Architect Qbgorr 11i66A6 Address MAP.,jjen 2rvftt- Phone No (o31. 2109.5391 Name of Contractor'—Oc. Address WA tail, dZr✓bV-Phone No. 4%). 9�9•CSao 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: CONNIB fS.BUNCH COUNTY OFA Notary Public,State of Now York No.01 BU6185050 being duly swom,deposes and says that(s)he i �1tires k County c (Name of individual signing contract)above named, Commission tXplreS April 14,2� (S)He is the (Contractor,Agent,Corporate Officer,etc) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. o to before me this 4!!b day of 20 vQ ! 1 \ - Notary Public Signature of App Scott A. Russell d°sUWQ4' S']F01kMWA\T1E1k SUPERVISORN ( �T I��[A\1�A.Gf]EI��IUEl�'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 v 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O Town of Southold 1 � CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET SEP 11 2®fi ( TO BE COMPLETED BY THE APPLICANT ) [99125VE DOES THIS PROJECT INVOLVE ANY OF THE FOLLNNG. Yes No (CHECK ALL THAT APPLY) EP 11 20 ®❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ,��, v'\ ��:;F01,�- ®❑ B. Excavation or filling involving more than 200 cubic yards of material j within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. El[21 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ®❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wit�your Building Permit Application. ____._----__--_- -.---------._____..___-.-..____..__.-- ._..__._____.__-_.- S.C.T.M. 1000 Date. APPLICANT: (Property Owner.Design Professional,Agent,Contractor.Other),i District NAME. Io nnis Zoumas 038 01 12 9-7-18 wnu � Section_Block—'—_—[.otY-�' FOR BUILDING DEPARTMENT USE ONLY Contact InfoiYriatioty �m _ 631 929-5500 A4 a Reviewed By: a-�l G� - - - - - - - - - - - - - - - - -;� i Date: Property Address/Location of Construction Work: i — — — — — — — — — — — — — — — — — '�� Approved for processing Building Permit. H 65 Shipyard Lae ?� I1 Stormwater Management CRequired. ontrol Plan Not Re ct. 116--1 _ _ q East Marion,New York 11939 I) �� — ' I � Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.# 1000 CHAPTER Pry (Property Owner,Design Professional,Agent,Contractor,other) � — 1Ir C11E�r 1�R 236 038 01 12 ZZ11- )l Stormwater Management Control Plan CHECK LISq NAME• Christopher F. Dwyer Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. �ep��a Date �k The applicant must provide a Complete Explanation and/or Reason for not providir*- r 1-286-8668 Sept. 11, 2018 of> all Information that has been Required by the following Checklistl �gnaturc T&pb—Number 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here, show all of the following items: YES NO NA if you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries X b. Total Site Acreage. X 0� c. Existing- Natural & Man Made Features within 500 L.F. X �� of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0= e. Limits of Clearing & Area of Proposed Land Disturbance. X DRAINAGE irdSPECTIONS ARE REQUIRED f. Existing& Proposed Contours of the Site (Minimum z Inte Lontact TOS Engineering at 765-1560 before g. Location of all existing& proposed structures, roads, Backfill, OR Provide Engineer's Certification driveways,sidewalks, drainage improvements& utilities. X that the drainage has been instal Code- h. Spot Grades&Finish Floor Elevations for all existing& X proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j Location of proposed Soil Stockpile Area(s). X �0 k. Location of proposed Construction Entrance/Staging Area(s). �0 1. Location of proposed concrete washout area(s). 0 M. Location of all proposed erosion&sediment control measures. u IQId &SED 2. Stormwater Management Control Plan must include Calculations showing Nude but not be ligitited g that the stormwater improvements are sized to capture,store,and infiltrate intained on / \ on-site the run-off from all impervious surfaces generated by a two(2")inch 0 d Silt Fencing, rainfall/storm event. exposed and/or I , of t. 3. Details&Sectional Drawings for stormwater practices are required for approval. Seedina Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. X b. Construction Entrance&Site Access. ,, 7,N- c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) X 00 �,� t:r;c ,;; a'llf"LD d. Leaching Structures (e. .infiltration basins,swales,etc.) **** FOR ENGINEERIN EPARTNI�K USE ONLY **** Additional Information is Required. I Reviewed & _ I Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — - — — — — — — — — — — — — — — — — ® Stormwater Management Control Plan is Complete. Date: I SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 ®S�fFO(,�co !BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD CD NOV 2 0 2011own all Annex - 54375 Main Road - PO Box 1179 W � - Southold, New York 11971-0959 • Telephone (631) 765-1802 - FAX (631) 765-9502 =R''i6&r southoldtownny.gov - seandCcDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ab I Company Name: V�-^ LA cc' c Name: V- ^\,/ License No.: - a �� email: n ese�ec -r�c�� '�,nc� e-o YVA Address o !30 �3 8 Sl-L ��,�. �/ l(-7 Phone No.: JOB SITE INFORMATION (All Information Required) Name: a,• Address: Cross Street: ve— Phone No.: (, 7 �a Bldg.Permit#: e2 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) �w ,uSe _ UGu.c� Circle All That Apply: Is job ready for inspection?- YES NO �Roughln Final Do you need a Temp Certificate?: ES / O Issued On Temp Information: (All information required) Service Siz Ph 3 Ph Size: y o A # Meters Old Meter# New Service - ire Reconnect - Flood Reconnect - Service Reconnected Underground - Overhead # Underground Laterals 1'p 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xls � 1 BUILDING DEPARTMENT- Electrical Inspector 00 �O Gy TOWN OF SOUTHOLD o NOV 2 0 201Sown Hall Arinez; 54375 Main Road - PO Box 1179 N t' Southold, New York 11 971-0959 Telephone (631) 765.-1802 - FAX,,(631) 765-9502 roge'r_r ,southoldtownny gov,:-- seand(a southoldtownny.go� " APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Au information Required) Date: Company Name: Y-�,� a cc' )ec {��1 S�r-v%(_ ; �ln< < Name: cam.` License No.: �C, �-C1 a m? , email: �, ;� eSe(ec ru c"qV C, Address: o X30 (o3 S 1'7 Phone No.: JOB SITE INFORMATION (All Information Required) Name: ar Address: 1 (os I��p c�c� Gn. �5� Briar. ✓! c .q Cross Street: Phone No.: 7 a Bldg.Permit#: r2 email: f Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) ,o _ 00 u,:c4n- Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final I Do .you need a Temp Certificate?: ES / O Issued On I�� Temp Information: (All information required) / Service Siz Ph '.3 Ph Size: a o' A # Meters / Old Meter# New Service - ire Reconnect- Flood Reconnect- Service Reconnected Underground - Overhead # Underground Laterals,('9 2 H Frame Pole Work,done on.Service? Y. N Additional.lnformation: PAYMENT DUE WITH APPLICATION \ 2 Request for Inspection Formals V I j-14 r PERMIT# Address: Switches Outlets rofirx t� G FI's Surface ( 1 I Sconces HH's -�'� i� I UC Lts Fans Fridge ' HW Exhaust Oven Dryer I � Smokes I 1I DW Service r Carbon Micro Generator Combo ,I 1 Cooktop Transfer AC �I AH ( Mini Special: Comments r Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 = Southold, NY 11971-0959 ;6� .lC At BULDJNLG DEPARTMENT- _-- - _ -- ----.--- --- .-_-- - -- NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED r. WOOD CONSTRUCTION A{V010.11- -IMBER CONSTRUCTION Date: � Owner: Loca6i-n-o�,Property: -® Please,tke'notice that the('Oeckappllbable:line): New commerc af��6---asidahtl6l=stiructure ra �=a y'Addition to:exS 'romrca�til,or residential structure :~ t R ,habilitatipi � •an existinqf.�coriimercial or reside".n000tructore.• - to bevconstru~cfed tier performed at the subject property reference above wiHirlifiie (check applicable.line} Truction (TT) ; Pre-engine'etti d-W"'.0 ,coq,'t uc#ion Timber construdtioCl:gC in the wing location(s) (check applica foilble line): Floor framing, including girders and beams (F) Roof framing (R) Floor d roo"fframing (FR) Signature: '10 4 0 AL-) - 7* rm Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 Pro National Title Agency & 6901 Jericho Turnpike,Suite 210, Syosset, NY 11791 TITLE No: PNTSS20499S SINGLE AND SEPARATE SEARCH CERTIFIES TO: PAT MCGRORY Our Company has completed a single and separate search for the above referenced premises and on the lots contiguous to the subject premises. The attached has beeri found of record at the Office of the County Clerk for the County of SUFFOLK Premises: 1165 Shipyard Lane, East Marion,N.Y. DISTRICT: 1000 SECTION: 038.00 BLOCK: 01.00 LOT: 012.000 Certified as of-June 14,2018 at 9:00 A.M. The underlying liability for the above information is limited to$25,000.00. Pro National Title A ency BY: Jeremy S. Berlin, Esq. Counsel Sworn to before me this 7&4JA day of �Nl3 _,201V ®I%IAN MAhUSOHAR Notary Public, State of New York notary No.01 MA6113126 Qualified in Suffolk County My Commission Expires July 19,20.J Pro National Title Agency 6901 Jericho Turnpike, Suite 210, Syosset, NY 11791 • Phone No 516-677-9757 • Fax No 516-677-9792 Tuesday,July 24,2018 Page 1 of 1 Pat McGrory Account Number: 76 5167461392 Search Number: PNTSS20499S Order Details: Ordered: 7/2/2018 Customer Reference: O'Shea Owner(s): Jeremiah O'Shea and Anette O'Shea Premises: 1165 Shipyard Lane,East Marion,NY 11939(Suffolk County) Date Description of charges Amount Sales Tax* Payments Amount due 7/24/2018 Single &Separate Search $550.00 $47.44 $0.00 $597.44 * Sales Tax for Nassau -8.625% Charges: $55000 v Please make checks payable to: Sales Tax: $47.44 Pro National Title Agency Payments: - $0.00 6901 Jericho Turnpike,Suite 210 Syosset,NY 11791 Total Due $597.44 - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Please return this portion with your payment Name: Pat McGrory Invoice Amount. $597.44 Amount Enclosed: $ [ ] Please apply payment towards Search Number PNTSS20499S. [ ] Please apply payment towards balance under Account Number 76. Terms All charges due within 30 days upon receipt wiThout penalty Please make checks payable to Pro National Title Agency Pro National Title Agency 6901 Jericho Turnpike, Suite 210, Syosset, NY 11791 TITLE No: PNTSS20499S SINGLE AND SEPARATE SEARCH CERTIFIES TO: PAT MCGRORY Our Company has completed a single and-separate search for the above referenced premises and on the lots contiguous to the subject premises. The attached has been found of record at the Office of the County Clerk for the County of SUFFOLK Premises: 1165 Shipyard Lane,East Marion,N.Y. DISTRICT: 1000 SECTION: 038.00 BLOCK: 01.00 LOT: 012.000 Certified as of June 14,2018 at 9:00 A.M. The underlying liability for the above information is limited to$25,000.00. Pro National Title Agency BY: _ Jeremy S. Berlin,Esq. Counsel Sworn to before me this �`1 day of fit.11 201 BV41AN NNANU60MAK Notary Public,State of New York notary No.01 MA6113126 Qualified in Suffolk County My Commission Expires July 19,20.= Pro National Title Agency 6901 Jericho Turnpike,Suite 210,Syosset, NY 11791 Single and Separate Search PNTSS20499S DEED CHAIN SUBJECT PREMISES: 1165 Shipyard Lane, East Marion, NY 11939 District 1000 Section 038 00 Block 01.00 Lot 012.000: FROM The New York Trust Company as Executor and Trustee under the Last Will and Testament of Julia Avery, Elizabeth H Brinsmade formerly Elizabeth H. Fish as residuary devisee under the Last Will and Testament of Harold Latham Fish and Florence Fish, as residuary devisee under the Last Will and Testament of Edmund Fish TO- Conrad Volenski and Jessie Volenski, his wife DATED 11/17/1945 RECORDED 11/19/1945 LIBER 2509 PAGE 113 • NOTE. Conveys premises and more. FROM Conrad Volenski and Jessie Volenski, his wife TO Peter Sosnowski and Helen Sosnowski, his wife DATED 10/25/1958 RECORDED 10/28/1958 LIBER 4536 PAGE 452 • NOTE. Conveys premises and more(Tax Lots 012 000 and 013.000) FROM Peter Sosnowski / TO: Thomas Sosnowski / DATED 2/23/1989 ✓✓✓ RECORDED 4/20/1989 LIBER 10839 PAGE 423 • NOTE Conveys premises and more(Tax Lots 012.000 and 013.000) FROM Thomas Sosnowski, as executor of the Estate of Peter Sosnowski TO: Thomas Sosnowski / DATED 12/2/2006 RECORDED 2/20/2007 LIBER 12492 PAGE 678 • Note- Corrects deed in Liber 10839 Page 423. Conveys premises Tax Lot 012.000 only Pro National Title Agency 6901 Jericho Turnpike,Suite 210,Syosset, NY 11791 Single and Separate Search Continued. PNTSS20499S DEED CHAIN SUBJECT PREMISES: 1165 Shipyard Lane, East Marion, NY 11939 District 1000 Section 038.00 Block 01.00 Lot 012.000: FROM Thomas Sosnowski TO: Patricia A Sosnowski / DATED 1/17/2000 ✓/ RECORDED 2/2/2000 LIBER 12017 PAGE 936 • NOTE Conveys premises (Tax Lot 012.000) only FROM- Patricia A. Sosnowski TO Barton S.Allen, Jr. and Marilyn G.Allen,, his wife DATED 9/9/2007 ✓/ RECORDED 8/24/2007 LIBER 12519 PAGE 479 • NOTE: Conveys premises (Tax Lot 012.000)only FROM: Barton S.Allen, Jr. and Marilyn G Allen, his wife / TO- Jeremiah J. O'Shea and Annette O'Shea, his wife DATED 11/14/2012 RECORDED 11/30/2012 LIBER 12712 PAGE 239 • NOTE: Conveys premises (Tax Lot 012 000) only. LAST DEED OF RECORD Pro National Title Agency 6901 Jericho Turnpike,Suite 210,Syosset,NY 11791 Single and Separate Search Continued . PNTSS20499S PREMISES ADJACENT NORTHERLY: District: 1000 Block 038.00 Block 01.00 Lot 011.000 FROM- The New York Trust Company as Executor and Trustee under the Last Will and Testament of Julia Avery, Elizabeth H. Brinsmade formerly Elizabeth H. Fish, as residuary devisee under the Last Will and Testament of Harold Latham Fish and Florence Fish, as residuary devisee under the Last Will and Testament of Edmund Fish TO. Conrad Volenski and Jessie Volenski, his wife DATED 11/17/1945 RECORDED 11/19/1945 LIBER 2509 PAGE 113 • NOTE- Conveys premises and more FROM. Conrad Volenski TO- Jessie Volenski DATED 12/9/1958 RECORDED 4/30/1958 LIBER 4619 PAGE 238 • NOTE: Conveys premises herein (Tax Lot 011.000)only. FROM: Jessie Volenski TO: Conrad Volenski and Jessie Volenski, his wife DATED 6/30/1962 RECORDED 7/9/1962 LIBER 5193 PAGE 563 • NOTE Conveys premises herein (Tax Lot 011.000) only FROM: Jessie Volenski, as surviving tenant by the entirety TO: Claire M. Dowling and William Barron, as joint tenants DATED 10/23/1987 RECORDED 11/5/1987 LIBER 10462 PAGE 525 • NOTE Conveys premises herein (Tax Lot 011.000)only Pro National, Title Agency 6901 Jericho Turnpike,Suite 210,Syosset,NY 11791 Single and Separate Search Continued. . PNTSS20499S PREMISES ADJACENT NORTHERLY CONTINUED: District: 1000 Block 038.00 Block 01.00 Lot 011.000 FROM: Claire M. Dowling and William Barron, as point tenants TO Claire M. Dowling DATED 12/23/2003 RECORDED 1/15/2004 LIBER 12295 PAGE 606 • NOTE: Conveys premises herein (Tax Lot 011.000) only. LAST DEED OF RECORD t Pro National Title Agency 6901 Jericho Turnpike,Suite 210,Syosset,NY 11791 Single and Separate Search Continued. . PNTSS20499S PREMISES ADJACENT SOUTHERLY: District: 1000 Section: 038.000 Block: 01.00 Lot: 013.000 FROM The New York Trust Company as executor and trustee under the Last Will and Testament of Julia Avery Elizabeth H Brinsmade, formerly Elizabeth H. Fish as residuary devisee under the Last Will and Testament of Harold Latham Fish and Florence Fish, as residuary devisee under the Last Will and Testament of Edmund Fish TO. Conrad Volenski and Jessie Volenski, his wife DATED 11/17/1945 RECORDED 11/19/1945 LIBER 2509 PAGE 113 • NOTE. Conveys premises and more. FROM: Conrad Volenski and Jessie Volenski, his wife TO. Peter Sosnowski and Helen Sosnowski, his wife DATED 10/25/1958 RECORDED 10/28/1958 LIBER 4536 PAGE 452 • NOTE: Conveys premises and more(Tax Lots 013.000 and 012.000). FROM: Peter Sosnowski and Helen Sosnowski, his wife TO: Walter Sosnowski and Josephine Sosnowski, his wife DATED 3/7/1959 RECORDED 5/1/1959 LIBER 4619 PAGE 371 • NOTE: Conveys premises herein (Tax Lot 013.000) only. FROM. Josephine Sosnowski TO. Walter Sosnowski (son) and Patricia Sosnowski, his wife DATED 10/23/1975 RECORDED 10/29/1975 LIBER 7934 PAGE 36 • NOTE: Conveys premises herein (Tax Lot 013 000)only LAST DEED OF RECORD Pro National Title Agency 6901 Jericho Turnpike,Suite 210,Syosset, NY 11791 Single and Separate Search Continued PNTSS20499S PREMISES ADJACENT EASTERLY: District: 1000 Section: 038.00 Block: 01.00 Lot 001.013 FROM. Peter Cherepowich TO- Joseph Cherepowich and Sophie Cherepowich, his wife DATED 9/28/1951 RECORDED 10/26/1951 LIBER 3282 PAGE 311 • NOTE: Conveys the portion of Tax Lot 1.013 abutting Tax Lots 011.000, 012.000 and 013.000. FROM: Joseph Cherepowich and Sophie Cherepowich TO: Joseph A. Cherepowich, Helen Polak and_Manon_Santacroco DATED 1/23/1986 RECORDED 2/3/1986 LIBER 9971 PAGE 30 • NOTE: Conveys the portion of Tax Lot 1.013 abutting Lots 011.000, 012.000 and 013.000. FROM: Helen Polak a/k/a Helen A Polak, individually and as Excecutrix of the Estate of William J. Polak, Jr. TO: William J Polak, III, Kevin T Polak and Gregory P. Polak, as Trustees of the Helen A. Polak Irrevocable Income Only Trust DATED 1/30/2008 RECORDED 2/11/2008 LIBER 12580 PAGE 413 • NOTE: Conveys a 1/3 interest in Tax Lot 001 013 and more FROM: William J. Polak, III, Kevin T. Polak and Gregory P. Polak as Trustees of the Helen A. Polak Irrevocable Income Only Trust TO. Kevin T. Polak and Gregory P Polak, as Trustees of the Kevin T Polak Trust under Agreement dated 1/1/2008 and Gregory P. Polak and William J. Polak, III as Trustees of the Gregory P Polak Trustee under Agreement dated 1/1/2008 And William J. Polak, III and Kevin T. Polak, as Trustees of the William J. Polak III Trust under Agreement dated 1/1/2008 DATED 4/4/2012 RECORDED 9/12/2012 LIBER 12743 PAGE 932 0 NOTE: Conveys a 1/3 interest in Tax Lot 001 013 Pro National Title Agency 6901 Jericho Turnpike,Suite 210,Syosset,NY 11791 Single and Separate Search Continued. . PNTSS20499S PREMISES ADJACENT EASTERLY: District: 1000 Section: 038.00 Block. 01.00 Lot 001.013 FROM: Joseph A. Cherepowich, Marion Santacroce, Kevin T. Polak and Gregory P. Polak, as Trustees of the Kevin T Polak Trust under Agreement dated 1/1/2008, Gregory P. Polak and William J. Polak, as Trustees of the Gregory P. Polak Trust under Agreement dated 1/1/2008 And William J. Polak, III and Kevin T. Polak as Trustees under the William J. Polak, III Trust under Agreement dated 1/1/2008 TO Truxel Capital LLC DATED__ 6/21/2017 RECORDED 7/25/2017 LIBER 12921 PAGE 865 • NOTE: Conveys Tax Lot 001.013 and more. FROM: Truxel Capital LLC TO: Stefan Q Soloviev DATED 11/2/2017 RECORDED 11/30/2017 LIBER 12940 PAGE 260 • NOTE: Conveys Tax Lot 001.013 and more FROM: Stefan Q. Soloviev TO: 6500 Main Road East Marion LLC DATED 11/2/2017 RECORDED 11/30/2017 LIBER 12940 PAGE 273 • NOTE. Conveys Tax Lot 001.013 and more LAST DEED OF RECORD Bunch, Connie "I 5,obq From: Kim Sperling <ksperling@jnsdevelopment.com> Sent: Friday,June 19, 2020 9.38 AM To: Dwyer,Tracey Cc: Bunch, Connie Subject: 1165 Shipyard Lane, East Marion Good Morning, All paperwork should have been dropped of to you for the C of O. Can you let me know if it's available or if you need anything from us? Thank you, JS 6.1: V C; L 0 r' as e' N r Kim Sperling I JNS Contracting, LLC. 256 Route 25A Wading River, NY 11792 P—(631) 929-5500 1 F—(631) 929-5501 www.insdevelopment.com ATTENTION: This email came from an external source. 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"k :A$` ?'ae• en:j sta91' ;; :x: i ecluto;Code�i f - +„i9- 7. i-Y',i:tF Yi."a,';r•,! ..r,r`,.V,,.,..T•. ,f.x `§,:t"•''``' �'ti!,' ,�` Y.;�•; '`k�V.i., - - _ 7N4aaC - .A; ``�<r-- ,. :i• _,,?- '?' -,t�^,!;!q•• L"'• n'.>4'y'b' .`"'sig«SSi�,...•- �; .. f��.'r-::*. � �,�.4, r�k.a�S:-,'}i..f 'i.z:.��r4�" `•}2,,�t '*r'S' - t,•,t:"` - -c�'ct,.;'i.r'. i?4oF,s.i-:"�t"rs5� :f:"" ;.'�'?:::t t'' .� - ,.�. a`,r :xt :� ,:-?r' �= .:a:�c.':.iti,TM.=;��:'_r;:`(` >°�..4;.ip:'a.,4,';:7..•x'; =�. b;.: :.;{ _a S ROADsuRFACE. APPROVAL OF STORM ;EXISTING ASPHALT WATER;MA i•,; r;.r•i :7.x.> r:• yµ%: Fl�ISi111 'r`-;• .t.' 2�i+`` :..a...� '=`'S +'%� •? •:Y. �"Code •.s.�_ �q.�,. bate: tk • � Approved by r .. _ ',:' "'i;#,,r ".''j'�i•.f N "t"�.4?.:r t f„':.4 f+'r�:'ii.t,.., r `..j..i',F"�';,,?:r.�:N r,•^+.•.,j,r. ,t•'j4. ''ii::,',;*:,•�'4t,ai 8"THICK REM TRAFFIC B EA RMWATER DRAINAGE :V, ``'CLEAN GRAVEL FILL. ALCULATIONS• O aAAPERMEAB E E 4"COMPACT: 'FILTER CLOTH v y a r EETIPI6{' ;t3!'F AL A xA ..lgH �r^ Sr_•' :. 4 r E TYPIC RAINA ., :t z :;a E`ro S :N fy f3 �. .... .?S. .,, R EDD GE CALCULATIONS: S= s< v "j RAIN EVENT) $. � a ;• r c ;UNEXCAVATED SOIL a;t:r::;*'. ....4,M ':�. �.44,.•,,n..r�"..,,i".:, N tir. E? ,. { (ASPHALT)=860SF 't IMPERVIOUS S EC ION:,'�`�', r ,:.Y,r,^, w C=(860 ( X 1)=860 860X2°/12 n _ 7`<-:.r,._:,•,y ;. �IIIN "tRAINFALL} 143 33 CF I ' CD O C= t 1:1;0 FLATTER:• n' z •`+' Q ? SDESLQPEarr'p x =2 279 SF PLAN IMPERVIOUS(ROOF) O,:• ;? !.,'.t:rl";'•';�:.`,?:'.ii"' C=(2,279 X 1)=2.279 w ti••t;:tC'; 2,279 X 2"/12"(RAINFALL)=379 83 CF CONCRETE WASHOUT ,:e,'< F W ,_,- 'n�,t';'�`<<.�;:f• PROPOSED DRAINAGE CALCULATIONS. DETAIL ;: N,T S. ;�_' ; 's ',.,`„ _> VIII— ASPHALT DRIVEWAY EROSION&SEDIMENT CONTROLS _' r — calo W NTS"+'Y' '* 413.33 CF RE ";?s :zr;"rx 9 QUIRED ��r;=:i rr` 10'0 DRYWELL=143.33 CF/68 42 CFNF=2.10VF Shall include but not be limited to: PROVIDE (1)1010 LEACHING STRUCTURES @3'EFF.DEPTH `# A well maintained Construction Entrance ROOF 379.63 CF REQUIRED Wire Backed Silt Fencing,stabilization& c.•tp*,=i.x - 10'0 DRYWELL=379-E3 CF/8842 CF/VF=5-55 VF Seeding of exposed and/or inactive soil, W L PROVIDE:(2)100 LEACHING STRUCTURES 03'EFF.DEPTH DER;:, 4 Otd ;; NOTES. ON'`GI'tANOUT "T" 1 THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL 13E CONSIDERED AS A �NITFi=BRASS OR MINIMUM TFIREADED PLUG 2 IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN, THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES DEEMED GROUND RON PIPE NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE COURSE OF THE WATER CONSTRUCTION _ GRADE 3 ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO DISTURBING ANY SOIL OR MILLING OF ASPHALT PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS WITHIN THIS 1MCI_ CONTRACT OR AS DIRECTED BY THE ENGINEER THE CONTRACTOR SHALL P MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE ENGINEER COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN OFFSITE LOCATIONAS DIRECTED BY THE T ENGINEER ILC I i ' 4 NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL 8 ADS SEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE,AND APPROVED BY THE ^4' SLOPE ® ENGINEER 5dFA+�:a.�'' 5 STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN FOR THE DURATION OF THE ►�`1 L L DETAIL SITE WORK UPON COMPLETION OF WORK IN SEQUENCE i f SURVEY \f OF \ PROPERTY SITUATE AT EAST MARION +\ TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK — JULY 17,2018 AREA OF PARCEL - 16,749± SQ.FT. OR 0.385± ACRE + s 3'5 �53 .\ p X233 a \ �, Q + VACANT \ \ X03,2 / NOTES \ X832 1. MEASUREMENTS ARE IN ACCORDANCE WITH U S STANDARDS QSQ 2 BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM,LONG X 23.3 ISLAND ZONE 3. ELEVATIONS SHOWN REFERENCE NA VD 9988 36' / / 4 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2 OF THE o` I NEW YORK STATE EDUCATION LAW X23.3 t� X23,1 X 23.3 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF X23.0 t THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN AACCORDANCE DOPTIT ADOPTED NEWYORKS ATEAASSOCIA ION OF PROFESSIONAL RS LAND E IISURVEYORS SAID CERTIFICATIONS SHALL RUN ONLY TO ETHE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, WHOM GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND TO THE 9d �� QIP ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE 31 a P PqR� TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. X23.4 7 RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED • _ ?� O 22.8 X 00s i 8. THE SURVEY CLOSES MATHEMATICALLY ,� r O ` _ '� DATE BY DESCRIPTION APPROV. BY X 23.1 / CERTIFIED TO: 227X/ IOANNIS ZOUMAS REVISIONS OF NEIV FIDELITY NATIONAL TITLE INSURANCE CO Town of Southold P PRO NATIONAL TITLE AGENCY LLC QETER✓ 0Suffolk County, New York 1 1165 Shipyard Lane East Marion " ''` 1 here cern that this ma was made from an actual survey o •� � �� certify P y Survey of Property SUFFOLK COUNTY REAL PROPERTY TAX MAP ,;vy�,r D com le ed by me o 7/ 7/2 8 DISTRICT 1000 X229 L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS & LAND SURVEYORS SECTION 038 00 �4 20 050o�g7 �� 437 SO. COUNTRY ROAD, BROOKRAVEN, NEW YORK LOT CK 012.000 \ l�SF� R N D Svc NYSPLS No. 50098 meet No. �1 DANIEL P. JE IC P S. S„rmy d By. GLB S..1. 1•=Rol D—Br GLB oat« July 17, 2018 Il PA18066.000 (1165 Shipyard Lane, East Mar1on)\C1v11 DWG\Survey Dept\Drawings\Property Survey.dwg 6/29/2011 4117 PM Glenn Brewster Approved Byi DPJ FR.No. 18066.000 Il I f T I 1 "I�2'-Q" STOPPER OR END PLUG 1 L• 1S'ENCLCZURE WITH 4" • •� FINISHED SLATE OOTHER SUITABLE COVER ` GRADE IN LANDSCAPE AREA !, SECTION STAINLESS STEEL BOLT /g" PLAN 1/8'THK WASHER SEE PRO 1LESL4-'DLA- PIPE 3/8"0-RING GASKET W NOTES: MAX 1 MATERIALS CONFORMS TO ASTM A48 CLASS 30B OR 4'60'WYE BRANCH 358 SPECIFICATIONS 2 LOAD RATING FOR AASHTO & HS 20-44 HIGHWAY LOADING FLOW FLOW 3 FRAME AND COVER AS MANUFACTURED BY LONG ISLAND 5 PRECAST OR APPROVED EQUAL TYPICAL CLEANOUT DETAIL NTS 24"0 WATER TIGHT HEAVY (DUTY FRAME & COVER NTS SOLID CONCRETE COVER OR OPEN 1 TGRATE TO GRADE AS DETAILED SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ' } 11, 6'CONCRETE SLAB 2'MIN I (B'SLAB IF LOCATE D C� CO GE DRNEWAY) DRAINAGE NOTES aoou _ 1 STEEL REINFORCED WELDED WIRE FABRIC 6"x12"#6x#8 0000 24' 0000 — 0000 L —24—� 8HDPE DRAINAGE PIPE 2 ALL CONCRETE TO BE 4000PSI 0 28 DAYS 0000 v000 6" ®®®�ffi1�I 3 UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE voaoov I- 34= BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE , 12' _ ONLY IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY SECTION ®®®E®®E o w THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT SEE REINFORCEMENT NOTE 1 0'OYP BE SHOWN ON THE PLANS ®®®®®® PLAN NOTES: SHEET PILING AS REQUIRED4 ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN 1 MATERIALS SHALL CONFORM TO ASTM ®®®EKI=ffAND UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THE A48 CLASS 30B OR 35B EXCAVATE AND BACKFILL 3 FEET ®®®If= ENGINEER WITH FENCES, BARRICADES OTHER APPROVED METHODS 2 LOAD RATING SHALL BE AASHTO & HAROUND AND BELOW LEACHING S NO DIRECT PAYMENT WILL BE MADE 20-44 HIGHWAY LOADING RINGS WITH SUITABLE POROUS ®®®�®® MATERIAL AS APPROVED BY THE 5 INVERT ELEVATIONS MAY BE ADJUSTED IN THE FIELD TO MEET ENGINEER FIELD CONDITIONS OR AVOID CONFLICT WITH UTILITIES AS ORDERED a-o30• - 24"9S HEAVY DUTY FRAME & OPEN GRATE COVER .<<.�� POROUS BY THE ENGINEER NTS � 6 ALLOW FOUR (4) INCHES FOR FINAL ADJUSTMENT OF CASTING AL ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE BLOCK, BRICK, AND/OR 1 2 MORTAR MIX 8'-0"0 LEACHING BASIN DETAIL 7 USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARS FFE = 26 00 NTS UNLESS OTHERWISE NOTED STOPPER OR END PLUG SOLID CONCRETE COVER BELOW 8 THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING 3 10"x 15"QUAZffE GRADE PROPOSED GRADE DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE -° 25 GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND IN LANDSCAPE AREA LOCKING CASTING SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF TO GRADE MISTING GRADE SOLID CONCRETE COVER BELOW TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926, SAFETY AND GRADE ELLV=2400' GRADE HEALTH REGULATIONS FOR CONSTRUCTION (OSHA) NO DIRECT N 1' MIN PAYMENT WILL BE MADE FOR THIS OPERATION —g MAX IF 9 IF CHIMNEY IS REQUIRED, MIN WALL THICKNESS 3" _� 2 MAX IN — - 2' MAX C REINFORCEMENT NOTES un — 2'-6' MAX 6"THICK CONCRETE "-MIN —2 SLAB 1 STEEL REINFORCED ON LEACHING SECTIONS WELDED WIRE FABRIC 6"x12"#6x#8 o — -- ---- ---- " GENERAL NOTES: 20 BAFFLE I 11 " 4" SDR 35 w 1 1 CONCRETE MINIMUM STRENGTH 4,000 P S 1 0 28 DAYS = 4"SDR35 CROSS- Y4" PER FOOT j 8" , w OVER PIPE AT MID 2 ALL FRAMES&COVERS SHALL BE HEAVY DUTY,H-20 LOAD BEARING,WATERTIGHT,INSECT-PROOF V 'O in AND LOCKABLE o INV END 21 10 �a j" PER 1`00 j b p INV START 0 60 3 CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT EXCEED TWO FEET IN HEIGHT CAST IRON PIPE SHALL EXTEND < - N " Vc INV---END-20-5DRO -NE (TYP ) THROUGH FOUNDATION WALLA PER PDISTRIBTEE �TION < MIN OF 2' 4 CONTRACTOR TO FIELD VERIFY ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION --UN ' j Z I COLLAR 55 BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 6'LIFTS °o (MIN) I 6 CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY DISTURBED AREAS 5 1,250 GALLON CIRCULAR SEPTIC COLLAR TAN K in I0 I 8/15/18 1 MF AS PER COMMENTS FROM SCDHS DATED 8/14/18 CFD DESCRIPTION APPROV BY \r Y REVISIONS IN_P-EN€TR,ATIO J I .'i INTO A GRAVEL TOWNSUFFOLK COUNTY,OFSI OUTHOLD OF SAND E ° — — — — — — — — — — — — — — e n 65 SHIPYARD LANE, EAST MARION P U) 3' MIN ABOVE';HIGHEST 10 Ln EXPECTED G OUNDWATER BACKFILL MATERIAL ` `4'r' � ' SITE DETAILS n o+o0 0+25 I GRAVEL �,�i_!../<• c O HIGHEST EXPECTED WATER ELEV=2 80' 0+4 ---------------------------------------------------------------- --------------------------------------- �. J,Y� ,�! McLEAN ASSOCIATES P.C. P O SANITARY PROFILE TYPICAL LEACHING POOL .✓ o` •� LTING ENGINEERS 437 SOUTH COUNTRY RD,BROOKHAVEN.NEW YORK 11719 •'im/�ra Kcmwunx scmrwnara.ivuas rts 1 o NITS "" � � � � , signed By MF/CFD sale AS NOTED Sheet No 00 Drawn By MF Dote JULY 2018 nax�mr �nw Ms m w - S A 2 Approved By RGD 1`11e No 18066.000 I I T —,� MAIN ROAD 5-R' 2_�l SUF:OL!'t COUINT DCPART=MCMI OF i QAL i Fl SERVICES 0 I PER1FAIT FOrz /`�P:�ROva r;, COiISTRUCTIWI FOR A- 1' y i g a oga I I LAND N F OF / 'l -® CLAIRE M DOWLING I ��( q� �� a (DEVELOPED/PUBLIC WATER) A PPRO Y CD N 53`31'35' E 167,48' I P1 !Y Y V w -- -- FOR MAXIMUM OF BEDROOMS a � 0 �000�0000 _0004 �J0004QOO �sFS— -- -- -- ( 5'MIN EXPIRES THREE YEARS FROM DATE OF APPROVAL I a � Zj � r .�.�.......,.�.�-�� .-- a I , \5' IN I 1 I 1 FT FE a \�-1 , a—°—��\ �/ I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES RIM ELE23 V \ N4 �^ I I I r'LP 1 2343 5'MIN a = I Z I \ %� -�� BUILDINGS: D 23 72 /��2 -1 2R PROPOSED 2 STORY RESIDENCE B JJ / \ 7/5 I m 4 BEDROOM LP t / / _ I w ZONING _i z7z' 1\ I j j Eo \- / —24_ I v R-40 (RESIDENTIAL) m / ;1 ` \ '�70.Mi SITE DATA: o T /sN / PROPOSED 2 STORY 4N / IN RESIDENCE / W I^ scrM# 1000-036-01-12 4 BEDROOMS W/ o N / I z SITE AREA 0 385 ACRE BASEMENT �w—w— .1•>�-�i-1- b w —" �" w— i / -- F F E.=26.00 2 NO PRNATEG WATERA CE WELLS ARE LOCATED WATER WITHINOWITHIN 150' OF THE PROPOSED SANITARY SYSTEM NO PUBLIC 1 NOm I ��- / -•--I / _tiA,v✓.1 CSI o WATER WELLS ARE WITHIN 200' OF THE PROPOSED SANITARY SYSTEM 10' MI z 3 NO DRAINAGE STRUCTURES WITHIN 20' OF SANITARY SYSTEM GENERAL NOTES: 1 THERE ARE NO KNOWN WELLS (DEEP OR SHALLOW) WITHIN 150' OF PROPOSED SANITARY STRUCTURES ii ' I GARAGE I / / A F THERE ARE NO KNOWN STORM DRAINS WITHIN 20' OF PROPOSED CESSPOOLS f 2 THERE Is A WATER MAIN AVAILABLE ON SHIPYARD LANE a } 1 F F E=24 0 % I 3 PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS 4 TEST HOLE PERFORMED BY MCDONALD GEOSCIENCE ON 7-11-2018 S STANDARDS j SURVEY NOTES: a ///�'////////zI//////i////////� \ ! 2 BEARINGS 5 OWNRARE INCNEW YORK STATEU WITHUPLAN COORDINATE SYSTEM, LONG ISLAND ZONE 3 ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988 4 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2. OF THE NEW YORK STATE EDUCATION LAW a '9rJ s I \ \ I I 5 ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S OH \ _o�a�l \ \ ••EMBOSSED" OR "INKED" SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES 6 CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE a \ I \ IA EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF \\ PROFESSIONAL LAND SURVEYORS SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE -o ON \ - \ 23 SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING c OH - \ - - /" INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT a _o -- -- - -- -- - -- -- -- \ I TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS � L1 — =I i 7 RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED o� S 53'31'35' W 167,50' 8 THE SURVEY CLOSES MATHEMATICALLY L' o oV LAND N/F OF O Oa/ WALTER SOSNOWSKI&PATRICIA S ON SOSNOWSKI �I SITE PLAN (DEVELOPED/PUBLIC WATER) Ln a SCALE 1"= 20' EXISTING Mp A � � I LEGEND GRADE 2323 PROPOSED BUILDING 2223 BROWN LOAM(OL) I AU6 YY\Y � _ 1' ' .I'I PROPOSED ASPHALT DRIVEWAY I BROWN SILK SAND(SM) \ SUFF.CO.HEALTH SERVICES \ >y \ \ \\ PROPERTY UNE1 3• 2023' ®BICE®F WASTEWATER SPI AS PER COMMENTS FROM SCDHS DATED 8/14/18 CFD PRoaosEo coNrouR -- -- -DESCRIPTION----APPROV-BY -11 -EXISTING CONTOUR BROWN FINE TO COARSE o <\ !\,/ yY; \ \�e,n•\ \ \\N7)� REVISIONS n -'\.� �� \ / •� \� V \ ��a r�„ �� 'Y� PROPOSED TREE UNE SAND W/10.R GRAVEL(SM) PROJECT \ l jF *\�' L g PROPOSED SEPTIC TANK 6, 17 23• TOWN 0 F S 0 U T H 0 L D LOCATION \��\✓j�^s,�,✓ SUFFOLK COUNTY NY 4 �� PROPOSED SANfiARY LEACHING POOL `^ \/ $`(\ PROPOSED SANITARY PIPE 'v J 5 SHIPYARD LANE, EAST MARION n j \4 \� {•l\ \ \� •�\ / Y^ yy.-� —a—PROPOSED e'ADS ROOF DRAINAGE PIPE PALE BROWN SAND(SW) �N �� /\• y `'�`` \ PROPOSED 8'0 DRAINAGE STRUCTURE SOUD COVER \p LNo ��'/�`\ —\ >�� '�,\ ✓ �%/\�� f�?. I 17' 623• SANITARY PLAN is PROPOSED 80 DRAINAGE STRUCTURE(OPEN GRATE) / ?\\ .--PROPOSED I"WATER SERVICE J .� I� ✓� / �\ `,' —m—PROPOSED OVERHEAD ELECTRIC SERVICE McLEAN ASSOCIATES P.C. v \\ $ \ y/// \ \;' ` ^ 280' (HIGHEST EXPECTED GROUNDWATER) �` 1 E �!` __ l I% ' ',� NSULTING ENGINEERS 437 SOUTH COUNTRY RD„BROOKHAVEN,NEW YORK 77779 <i- 1'%•� ,\ A 1/� \� �/ TEST HOLE LOCATION {,f �•ti \\ \ / V \/ \ TEST HOLE BY MCDONALD GEOSCIENCE-JULY 11.2018 a ua ma a ra.rwa eaw0ns Sheet No m ,\ 1 -�.�, \ /\•` 7� J��\ \C' IX TREE UNE ( ) wA ,��-' Desgned By MF/CFD scale AS NOTED [n NO WATER ENCOUNTERED �” �� - /"- `LOCATION MAP'' ana�•a�w �' ,J\\.:s; \ \i 111\1 / \i -\\,LOCATION IX UNDERGROUND WATER o+a+�u�imsym s•�i1,wrzlXimL Drawn MF Data JULY 2018 c A �( \ / ' )" �`;�-`-<"P�`'•\' y� ` � i\\ SCALE:1"=1,000'± \ —av— EX OH ELECTRIC TEST HOLEw � w° ^n��w�wm uTMY1E Approved By RGD Fle No 1806 000 JH U lY ��•. / Y ✓ `' .%�\\ \," \ \ / \� NTS I, A I Y \ 5 ,1\; SURVEY I � • OF OCT 1 2M PROPERTY \ Tis SITUATE AT _ EAST MARION � ? ,; 4= e.•uz TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK JULY 17,2018 Q I Qf_�r 3 AREA OF PARCEL = 16,749± SQ.FT. OR 0.385± ACRE ` F �5\ Z Z lea \ "tet\ ° ?6(z > 14 Q � \ \ + Irp zo � A ` NOTES I MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. ♦ s_y 'y 2 BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM,LONG X23.3 OZ ISLAND ZONE. � ' 0 -�A 3 ELEVATIONS SHOWN REFERENCE NA VD 1988. 4 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED 00 , LAND SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE EDUCATION LAW. X 23.3Zx �O 5 ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF , THE LAND SURVEYOR'SEMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES je & 6 CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED/N ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL RS LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM 230 I R SQ SOS THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND TO THE ° , ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE 3 P PSR .11111"! 13F Nrpl j, TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. X23.4 ��i A5$/ je Q C, ��. �.• $r� 7 RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED 8 THE SURVEY CLOSES MATHEMATICALLY. 22,B X -` 001"OO // - DATE BY DESCRIPTION APPROV. BY 9� X23.1 227x , �/ ° REVISIONS / 050528 �4 Town of Southold i S Suffolk County, New York .DI A ND 1165 Shipyard Lane ?\Q� East Marion I hereby certify that this map was made from an actual survey Foundation Location SUFFOLK COUNTY REAL PROPERTY TAX MAP completed by me on 07/17/2018&09/19/2019 DISTRICT 1000 x22.9 L. K. McLEAN ASSOCIATES, P.C. SECTION 038.00 ;I CONSULTING ENGINEERS LAND SURVEYORS JCA4`,dlC 497 SO. COUNTRY ROAD, HROOKHAVEN, NEW YORK BLOCK 01.00 \ ( TAMARA STILLMAN,P.L.S. Surveyed 6y GLB 20, Sh-t"e LOT 012.000 1 NYSPLS No. 50528r Il Drawn H GLB Date July 17, 2018 t1 PAI8066.000 (1165 Shipyard Lane, East Marlon)\Clvfl DVG\Survey Dept\Drawings\18066.000 Found Loc.dwg 6/29/2011 4,17 PM Tamara Stillman Approved Hyp DPJ Fl.M 18066.000 Il i MAIN 'DAD S.R; 25- r' v ' I •- ' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE MAR 12 24@ H.S.Hd.No.K1 -IR-- CC& i I ' The seevage disposal and water supply facilities at this la�tion have been LANOFN/F Iy I Inspected and/or certified by this Departme t or other agencies and found to CLARE M DOWLING I i (DEVELOPED/PUBLIC WATER) i I X be satisfactory FOR A MAXIMUM,QF�BEDROOMS. N 53°31'35" E 167,481 Craig fSt €:�tl:r, �. w cin;2f PIPE ® O �o o �J o 0 0 oq�0 0 o O�-O o o a O o 0 o C 3 - - - - Office of Wac"i✓U,atcr fV1 n co c� 4 x SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ST F \ / 32 3' �J I BUILDINGS EXISTING 42 STORY BEDROOM SIDENCE w ZONING \LP2 IU ' l� o o R-40 (RESIDENTIAL) �I �o a \ —/ e Fri \\ o g; SITE DATA• ;0 ti SCTM# 1000-038-01-12 Z / A T� I�� R, ro N SITE AREA 0 385 ACRE r*1 I T � I �I - I (W( �� A o v n 1 NO EXISTING SURFACE WATER WITHIN 100' n O I (, �J � ro yl "+ v 2 NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE EXISTING SANITARY SYSTEM NO PUBLIC "1 R7 rj I��,1 c) �z WATER WELLS ARE WITHIN 200' OF THE EXISTING SANITARY SYSTEM 2.5' r I O \l y I I + 1 Z A 3 NO DRAINAGE STRUCTURES WITHIN 20' OF SANITARY SYSTEM FU / yS Qq--vvv N n1 I GENERAL NOTES: 1 THERE ARE NO KNOWN WELLS (DEEP OR SHALLOW) WITHIN 150' OF EXISTING SANITARY STRUCTURES THERE ARE NO KNOWN STORM DRAINS WITHIN 20' OF EXISTING CER 0 Ia p� T H 2 THERE IS A WATER MAIN AVAILABLE ON SHIPYARD LANE 111�d O / O 3 EXISTING SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF H a IIA mn ry � I � LE in i il2n <� I 'pry, ` I �I..:.J �, x � x off OFFICE y; , OH H X23_ Yo oN S 5303113511 W 16 7,50 iI x o `I LAND N/FOF / ON/ WALTER SOSNOWSKI PATRICIA SITE PLAN 1 I x WJD sO5NOW5KI j 0N\ I SCALE I"= 20' (DEVELOPED/PUBLIC WATER) I �' }\ '4 3 W • ` �\'' /�`'\\�� / ' ��P�,'��` ''(' ate; �• �" J�,sS DESCRIPTION APPROV BY \. \ AS—BUILT DA __a " ` -`__ , D. `• LEGEND: SANITARY DISTANCES I REVISIONS ```��\' PROPERTY UNE 1 FROM CORNERS OF BUILDINGTOWN OF SOUTHOLD PROJECT ( 1 ,'F�,\4 —11— EXISDNG CONTOUR A B SUFFOLK COUNTY NY x, LOCATION : ,``� � �` + �n EXISTING SEPTIC TANK o �` /�' `� + ,X •` . + ,� •2�\,/� EXISTING SANITARY LEACHING POOL ST 35 5' 17 5' 1165 SHIPYARD LANE, EAST MARION - d 11 "' \ i/ `• /`: \ 15 —s—EXISTING SANrrARY PIPE \ i '\ \-`i.�i�% `, `A �. '\ / 44 \�`''.�,h`�\�� LP1 42 5' 29 5' „/ `+r\ /\ :,�\ f\ —D—EXISTING 8"ADS ROOF DRAINAGE PIPE LP2 29 5' 27' o 5 ,\�,' EXISTING 80 DRAINAGE STRUCTURE(SOLID COVER) SANITARY AS—BUILT PLAN \ NO \-� �\ —w— ExlrnNc 1'WATER SERVICE t o L. K. McLEAN ASSOCIATES P.C. �\ ca" �` —m— EXISTING OVERHEAD ELECTRIC SERVICE DISTANCES ARE TO THE 1:] �`�' ,4 \•� ; —�� ` %/'� �� CONSULTING ENGINEERS 437 SOUTH COUNTRY RD,ERODKHAVER.NEW YORK 11719 o „� v,•A +'�._ •� �� 1 �� ,\`` `� Y' �.� CENTER OF MANHOLE COVERS 7 N / -A _ �" •/�\��\^'IU '•"`� • '��'^ 1 �/X' y wrewana+u.or rff mre w xcv mra rm�s Designed _ I( a°e By MF�CFD s�°le AS NOTED sheet No .�'\ . \ �" \`,K - <LO"CATION MAP.', W a%,�sr �,�AE� AB 1 ��Pa �. z a Drawn By. MF Data FEBRUARY 202 \4/ P\'`�Y' \�• `` \^ SCALE•1"=1,000'f \ ) °"`°` y Approved ey RGD Fdz No 1806b.000 ] / \ t\ \/ \ / \\ ro/owsxx ms m w 1 • '.t RIEScheck Software Versi®n 4.f.4 Compliance Certificate Project proposed single family dwelling Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,755 ft2 Glazing Area 12% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Eugene Rd John Zoumas Robert Higgins Souhold, NY NY Robert Higgins Architect 50 Hidden Acres path Wading River, NY 11792 631-208-3351 rarchibob@aol.com Compliance: 6.7%Better Than Code Maximum UA: 417 Your UA. 389 Maximum SHGC. 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cast relative to a minimum-code home. Envelope Assemblies Gross Area cavity Cont. Perimeter Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,755 30.0 0.0 0.033 58 Wall 1:Wood Frame, 16" o.c. 2,855 21.0 0.0 0.057 140 Window 1:Wood Frame:Double Pane with Low-E 275 0.300 83 SHGC: 0.30 Door 1:'Solid 74 0.400 30 Door 2: Glass 56 0.300 17 SHGC: 0.30 Ceiling 1: Flat Ceiling or Scissor Truss 1,755 30.0 0.0 0.035 61 Compliance Statement. The proposed building design described her i onsistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed b I n h been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory require nt lis in he REScheck Inspection Checklist. robert higgins architect 4/4/18 Name-Title SIgfiature Date Project Title: proposed single family dwelling Report date: 04/04/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders�NS Const(form zoumas)\Eugene Rd Pagel of 9 South old\energy.rck i REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user,in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 'recti®re` --' `�'_ - - - ,., - - - -, _ - - •_ _ _ -, _ a�lans V6rifieci Fie@d OPerified',_ ;` " `!ie_sZ, Comments/AsSum-'p tlonse #:,' Pme=imisgs�ctidro/Flamm E$eview`- „if Value a0ue' 103.1, Construction drawings and _ '_ "F _ EComplies :Requirement will be met. 103.2 ;documentation demonstrate = _ ❑Does Not [PR1]1 ;energy code compliance for the :y _ i❑Not Observable building envelope.Thermal envelope represented on ,F;. _ ;❑Not Applicable ,construction documents. 103.1, ;Construction drawings and - ❑Complies Requirement will be met. 103.2, documentation demonstrate " - -_:-=❑Does Not 403.7 energy code compliance for ". [PR3]1 lighting and mechanical systems. 1 = :.`F " ❑Not Observable Systems serving multiple �` # =_° :❑Not Applicable dwelling units must demonstrate compliance with the IECC _ - !Commercial Provisions. riHeating and cooling equipment is' Heating: Heating: ;❑Complies 'Requirement will be met. 4033, - x.`,sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PRZp: on loads calculated per ACCA Cooling: Cooling: ,❑Not Observable r>>. tManual) orother methods Btu/hr Btu/hr ;❑NotApphcable approved by the code official. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2'a Medium Impact(Tier 2) ['31-1 Low Impact(Tier 3) Project Title; proposed single family dwelling Report date: 04/04/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\JNS Const (form zoumas)\Eugene Rd Page 2 of 9 Southold\energy.rck OU a mrffeht!/Ass 31011 A Prot ctive covering is installed to IE]Complies !Requirement will be met. protect exposed exterior insulation E]Does Not and extends a minimum of 6 in.below �111\lot Observable, EINot Applicable Snow-and ice-melting system controls flComplies 'Exception: Requirement is not applicable. TINot Observable '[]Not Applicable Additional : I I IHigh Impact(Tieri) medium Impact(Tier 2) 1'� Low Im-Pact(Tier 3) ' '`o^^`Title: proposed single family dwelling— Report Data filename: C:\Users\Admin\Documents\COPY D 1104\builders�NS Const(form zoumas)\Eugene Rd Page 3uf 9 Section' = liens Verified �ie1d Verified_ # Framing/Rough-ln lrispecfii®n ;,V�lue; Value Complies? Cmrnarien$s%Assumptions, 6a'Req.IH3, 402.1.1, ;Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not table for values. [FR1]1 :❑Not Observable ❑Not Applicable 402.1.1, :Glazing U-factor(area-weighted U- ; U- ❑Complies See the Envelope Assemblies 402.3.1, average). ,❑Does Not 'table for values. 402.3.3, 402.3.6, ;❑Not Observable 402.5 ;❑Not Applicable [FR2]1 303.1.3 U-factors of fenestration products ` Y, _ ❑Complies ;Requirement will be met. [FR4]1 are determined in accordance ,w, '-_ ;❑Does Not ,with the NFRC test procedure or ❑Not Observable taken from the default table. - '❑Not Applicable 402.4.1.1 'Air barrier and thermal barrier =- '❑Complies :Requirement will be met. [FR23]1 'installed per manufacturer's = _ _-_ =❑Does Not instructions. -❑Not Observable -❑Not Applicable 402.4.3 Fenestration that is not site built - '--❑Complies ,Requirement will be met. [FR20]1 :is listed and labeled as meeting = " ❑Does Not ,AAMA/WDMA/CSA 101/I.S.2/A440 --- = - ;❑Not Observable . or has infiltration rates per NFRC 400 that do not exceed code []Not Applicable ,limits. 402.4.5 .. ; C-rated recessed lighting fixtures _. '❑Complies ;Requirement will be met. [FR16]2, :sealed at housing/interior finish 'E1 Does Not ,and labeled to indicate:52.0 cfm :leakage at 75 Pa. J:❑Not Observable t ❑Not Applicable 403.2.1 Supply and return ducts in attics ❑Complies :Requirement will be met. [FR12]1 insulated >= R-8 where duct is '[]Does Not >= 3 inches in diameter and >= ;R-6 where<3 inches. Supply and; _ _ ❑Not Observable return ducts in other portions of F :'i ❑Not Applicable :the building insulated >= R-6 for 'diameter>=3 inches and R-4.2 for<3 inches in diameter. 403:3.3.5.;Building cavities are not used as __ = :❑Complies Requirement will be met. [FR15]3" ',ducts or plenums. _ :. = ❑Does Not ❑Not Observable = - 1 A - []Not Applicable 1403.4-= `HVAC piping conveying fluids R- R- :❑Complies Requirement will be met. [FR17j"; -i above 105°F or chilled fluids ❑Does Not t -;below 55!?F are insulated to>_R- J , ;3 ❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC { -, -❑Complies ,Requirement will be met. [FR24]1 piping. ❑Does Not '❑Not Observable _ ❑Not Applicable 403.5.3 ;Hot water pipes are insulated to R- R- ;❑Complies !Requirement will be met. [FR18]2 l aR-3. :❑Does Not J, ❑Not Observable ,❑Not Applicable 403:6` ''Automatic or gravity dampers are'_ ❑Complies Requirement will be met. [FR19]2 -`�i installed on all outdoor air ❑Does Not intakes and exhausts. y - ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2=Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: proposed single family dwelling Report date: 04/04/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders�NS Const(form zoumas)\Eugene Rd Page 4 of 9 Southold\energy.rck Additional Comments/Assumptions: 11 High Impact(Tier 1) 2�_Medium Impact(Tier 2) =3. Low Impact(Tier 3) Project Title: proposed single family dwelling Report date: 04/04/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders�NS Const(form zoumas)\Eugene Rd Page 5 of 9 South old\energy.rck Plan's Verified- Field Verified :# . Insulation-laispection' - - - -,Coinpli®s?" ;Comm6nts%Assumptions.; Value Value „Sc Req:e® = 303.1 IAII installed insulation is labeled " = _ :❑Complies ;Requirement will be met. [IN13]? or the installed R-values ;,,F ❑Does Not provided. :q - ,❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ,❑Complies :See the Envelope Assemblies 402,2.6 ❑ Wood :❑ Wood ;❑Does Not table for values. [IN1]1 -❑ Steel ❑ Steel ❑Not Observable ' i � ❑Not Applicable , 303.2, :Floor insulation installed per _ ' " _`' ❑Complies Requirement will be met. 402.2.7 'manufacturer's instructions and :- ❑Does Not [IN2]1 in substantial contact with the _ ❑Not Observable underside of the subfloor,or floor :framing cavity insulation is in - ❑Not Applicable contact with the top side of sheathing, or continuous _ insulation is installed on the underside of floor framing and = extends from the bottom to the top of all perimeter floor framing < members. 402.1.1, Wall insulation R-value. If this is a; R-" R- ,❑Complies :See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not Mable for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass .❑Not Observable ` [IN3]1 ;exterior,the exterior insulation requirement applies(FR10). EJ steel E] Steel ,❑Not Applicable 303.2 'Wall insulation is installed per ," "• ❑Complies .Requirement will be met. [IN4]1 manufacturer's instructions. ! _` 4❑Does Not -,` - ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2:=Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: proposed single family dwelling Report date: 04/04/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\buiidersUNS Const (form zoumas)\Eugene Rd Page 6 of 9 Southold\energy.rck Section = -Phans Verified Fleld�lierifi�d` # Fina Anspection'Provisions Complies?, : Comments/Assumptions tlalue'. 402.1.1, ;Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, 'EJ Wood ❑ Wood ❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel []Not Observable ' 402.2.6 :❑Not Applicable [Fill' 303.1.1.1,'Ceding insulation installed per =-_ =t❑Complies Requirement will be met. 303.2 manufacturer's instructions. -,. -, <❑Does Not [FI2]' 300 ft2.Blown insulation marked every ❑ ` - , Not Observable -JINot Applicable 402:2.3 ?Vented attics with air permeable _ ''❑Complies ;Requirement will be met. [F122]? `i insulation include baffle adjacent _ �°❑Does Not -_ ,;to soffit and eave vents that # -❑Not Observable extends over insulation. ❑Nat Applicable 402.2.4 _ Attic access hatch and door R- ' R- .❑Complies Requirement will be met. [F13]' insulation >_R-value of the ❑Does Not °adjacent assembly. .❑Not Observable . ❑Not Applicable 402.4.1.2 [Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ❑Complies .Requirement will be met. [FI17]' ach in Climate Zones 1-2, and ;❑Does Not ' <=3 ach in Climate Zones 3-8. ❑Not Observable ,❑Not Applicable 403.2.3 Duct tightness test result of<=4 , cfm/100 cfm/100 ❑Complies Requirement will be met. [F14]' cfm/100 ft2 across the system or ' ft2 ft2 •❑Does Not <=3 cfm/100 ft2 without air ;❑Not Observable ' handler @ 25 Pa. For rough-in t❑Not Applicable 'tests,verification may need to occur during Framing Inspection. , 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Requirement will be,met. [F127]' 'determine air leakage with ft2 ft2 ;❑Does Not either: Rough-in test:Total ❑Not Observable ,leakage measured with a ❑Not Applicable ;pressure differential of 0.1 inch ,w.g.across the system including ,the manufacturer's air handler ; enclosure if installed at time of test. Postconstruction test:Total 'leakage measured with a pressure differential of 0.1 inch :w.g. across the entire system :including the manufacturer's air handler enclosure. 403.3.2.1 ,Air handler leakage designated _ = '.❑Complies Requirement will be met. [FI24]' by manufacturer at<=2%of !- _ Y❑Does Not design air flow. ❑Not Observable } 1 ;❑Not Applicable 403.1.1 Programmable thermostats `_ ❑Complies Requirement will be met. [FI9]2 installed for control of primary _ Does Not ; heating and cooling systems and ❑Not Observable ;._initially set by manufacturer to ❑Not Applicable r code specifications. _❑Com lies Requirement will be met. 403.1.2 :Heat pump thermostat installed _'10]2 = P [ 110]2 'on heat pumps. =._ = ❑Does Not ❑Not Observable , _ ❑Not Applicable 403.5.1 ,. +Circulating service hot water {' `; - v ❑Complies Requirement will be met. [FI11]2 rsystems have automatic or Does Not accessible manual controls. i "' " "'`' '❑Not Observable , - ;. ' JINot Applicable 11 High Impact(Tier 1) 2-1 Medium Impact(Tier 2) -3. Low Impact(Tier3) Project Title: proposed single family dwelling Report date: 04/04/18 Data filename: CAUsers\Admin\Documents\COPY D 1104\builders�NS Const (form zoumas)\Eugene Rd Page 7 of 9 South old\energy.rck -'Section' - Plans Verified Field Verified ' ' Final:lnspiectior Provisions C®mplies? „C®ritmer�ts/Assumptions , dz Req.ID Value, ;. Value_ 403.6.1 ,,;All mechanical ventilation system,',_., 1 u ❑Complies ;Requirement will be met. [FI25]2 ;fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ;❑Not Observable and air flow limits. ❑Not Applicable 403.2:_ !Hot water boilers supplying heat _- _ ____ ❑Complies Requirement will be met. [F126]? - through one-or two-pipe heating _ _ _ _ _ - ,❑Does Not 4 systems have outdoor setback ;❑Not Observable control to lower boiler water :' ' temperature based on outdoor -` []Not Applicable temperature. 403.5.1:1- 'Heated water circulation systems ❑Complies :Requirement will be met. [FI28have a circulation pump.The " �❑Does Not system return pipe is a dedicated ; f return pipe or a cold water supply I = - ; - ❑Not Observable ' " ❑Not Applicable --,pipe. Gravity and thermos- ; syphon circulation systems are - not present.Controls for t circulating hot water system =;pumps start the pump with signal.,- t for hot water demand within the ----:occupancy.Controls - automatically turn off the pump ;when water is in circulation loop ' is at set-point temperature and no demand for hot water exists. ; 403.5.1'.2 Q Electric heat trace systems ;❑Complies ;Requirement will be met. (F12912'-_,, comply with IEEE 515.1 or UL -- _ `. ,❑Does Not 515.Controls automatically []Not Observable adjust the energy input to the - heat tracing to maintain the _ __ _ = ❑Not Applicable desired water temperature in the _ ,piping 403.5.2 a;Water distribution systems that ❑Complies ;Requirement will be met. 03012 ",,have recirculation pumps that = []Does Not pump water from a heated water -_ ;❑Not Observable supply pipe back to the heated :water source through a cold ,[]Not Applicable water supply pipe have a -,-.demand recirculation water system. Pumps have controls = that manage operation of the r pump and limit the temperature _ of the water entering the cold ',water piping to 1049F. 403.5.4: -Drain water heat recovery units - - ❑Complies Requirement will be met. [FI31]z tested in accordance with CSA '❑Does Not 855.1. Potable water-side } = , 'pressure loss of drain water heat ;' _ ❑Not Observable recovery units<3 psi for -;❑Not Applicable ;individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units<2 psi for individual units connected to - three or more showers. 404.1^ 75%of lamps in permanent _ - ❑Complies Requirement will be met. [FI6]1 fixtures or 75%of permanent ;❑Does Not fixtures have high efficacy lamps. ❑Not Observable ` Does not apply to low-voltage - r❑Not Applicable lighting. 404.1.1 'Fuel gas lighting systems have ❑Complies Requirement will be met. [FI23]3' no continuous pilot light. ❑Does Not ❑Not Observable F '❑Not Applicable 1 High Impact(Tier 1) 2._ Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: proposed single family dwelling Report date: 04/04/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders�NS Const(form zoumas)\Eugene Rd Page 8 of 9 Southold\energy.rck Sectioh' l .. - Pans Verified ildid prified;,r Final.lnspection Provisiop�s- - Complies? _.,Commdnts/Assumptions ='Value: = 401.3-; ?Compliance certificate posted. = ;;'❑Complies Requirement will be met, [FI71,-'; i _ > ,.',,',[]Does Not ' 5 ❑Not Observable _ ❑Not Applicable 303,3 Manufacturer manuals for _ _ _ = ❑Complies Requirement will be met. [FI18]3 mechanical and water heating = - , ❑Does Not ;systems have been provided. ;[]Not Observable ' ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2_- Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: proposed single family dwelling Report date: 04/04/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders�JNS Const(form zoumas)\Eugene Rd Page 9 of 9 Southold\energy.rck 2015 MCC Energy E dency CarUfflucats Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): DoorRating SH-GC. Window 0.30 0.30 Door 0.40 0.30 CoolingHeating& Heating System• Cooling System• Water Heater• Name: Date: Comments r _s Rmo A PR VED AS NOTED DATE: B.P.# ' COMPLY WITH ALL CODES OF' FE BY:@- o NEW YORK STATE &TOWN CODES 101 F Y BUILDING DEPART ENT AT AS REQUIRED A 765-1802 8 AM TO 4 PMO FOR THE SO FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED SQR kffl 20ARD FOR POURED CONCRETE SeliffifjEES 2. ROUGH - FRA1v1ING & PLUMBING 3. INSULATION N.Y. 4. FINAL - CONSTRUCTION.MUST BE COMPLETE -FOR_"C:O." ALL CONSTRUCTION SHALL ,MEET THE PLIAL413ER CERTIFICATION REQUIREMENTS;OF THE CODES,OF NEW ON LEAD CONTENT BEFORE YORK STATE. NOT RESPONSIBLE FOR ' DESIGN OR CONSTRUCTION ERRORS. CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLYSYSTEM CANNOT OCCUPANCY OR - F EXCEED 2/10 OF 1% LEAD. USE IS UNLAWFUL - ITHOUT CERTIFICATE PLUMBING ALL PLUMBING WASTE OF OCCUPANCY &!GAYER LINES NEED _TESTING BEFORE COVERING DO NOT PROCEED WITH - FRAMING UNTIL SURVEY -~ OF FOUNDATION LOCATION RETAIN STORM WATER RUNOFF HAS BEEN APPROVED.. PURSUANT TO CHAPTER 236 -�� OF THE TOWN CODE. Blower door and ductwork testing required. ELEMI a�INSPECTION REQWRM Must provide Manuals D, J and S as per NYS Energy Code TRUSS PLACARDING REQUIRED All light-Ing 1Ff1V!8fxd or mp o ,10 fat ti, Tqw%cwt GENERAL CONSTRUCTION DOTESFASTENING SCHEDULE TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS 1. All construction shall conform to the 2015 International Residential Code 15. No backfill shall be placed against the foundation walls BASED ON TABLE R602.3 (1) IRC 2015 NAILING SCHEDULE 2nd Printing, as adopted by NYS, The 2017 Uniform NYS Supplement and until the first floor framing is in place or brace the foundation PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD the NYS 2016 supplement to the New York State Ener conservation LOAD LOAD pp Energy MINIMUM NUMBERANDTYP SPACING AND construction code ( revised August 2016 ); Uninhabitable attics without storage 10 DESCRIPTION OF FASTENER LOCATION 16. Double joists under parallel partitions and under whirlpool tubs. Inches g Additional Code Compliance: Double around openings in floor and roof framing. Bathtub (with or without shower head Uninhabitable attics with limited storage 20 10 2015 International Building Code; Plumbing code; Fire code; Mechanical code; ITEM ROOF FRAMING 9 9 9 Property 17. Metal flashing shall be installed were concrete abuts wood, and/or whirlpool attachments 1-1/2 Fuel as code; Existing building code; Pro ert maintenance code. Habitable attics&attics served with fixed stair 30 10 4-8d BOX (2-1/2")OR ALL CODES shall supercede the drawings and shall be incorporated into the and were decks abut house framing. Bidet 1-14 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL drawings WHETHER the are indicated on the Plans or NOT. Balconies(exterior)and decks 40 10 9 Y Clothes washer standpipe 2 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR 18. Install joist hangers at all flush structural load bearing conditions. Dishwasher on separate trap) 11-1/2 Fire escapes 40 20 3-8d COMMON EACH JOIST,TOE NAIL CEILING JOISTS NOT ATTACHED TO PARALLEL Additions, Alterations & Renovations: shall conform with Appendix J of the IRC Floor drain 2 Guards and Handrails 200 3 RAFTER,LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP as amended by the NYS Uniform Code Supplement. 19. All habitable rooms shall be provided with aggregate glazing area CEILING JOISTS ATTACHED TO PARALLEL Kitchen sink (one or two traps with or Guard in-fill components onents 50 4 RAFTER HEEL JOINT) TABLE R802.5.1(9) EACH LAP of not(PSS 8 percent of the floor area of that room, and the minimum p 2. Written Dimensions take precedence over scaled dimensions openable area to the outdoors shall be 4 percent of the floor area being without dishwasher and food waste disposer) 1-1/2 5 COLLAR TIES 4-10d BOX (3") OR passenger vehicle garages 50 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER ventilated. Refer to IRC Residential Code section R303 Laundry tub (one or more compartments) - 3. The contractor prior to the start of construction shall verify all Lavatory - Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND dimensions, existing or new and be responsible for field fit. 20. All window and door headers to be 2-2x10 unless noted otherwise. Shower based On the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE ( g p g OF EACH RAFTER OR TRUSS 4. The mechanicals stems, electricals stems, plumbing systems and solar energy systems, showerheads and bodysprays) Y Y g Y 9Y Y 21. Vent dryers to exterior as per IRC Section M1502 stairs 40 20 4-16d OR shall be installed in accordance under latest State approved Building Codes. Vent range hoods as per IRC Section M1503 Flow rate: 7 ROOF RAFTERS To RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL All systems are to be designed, installed, &specified by the general contractors; HVAC, Bathrooms/mechanical ventilation as per IRC Section M1507 5.7 m and less 1-1/2 Roof 20 20 W electrical or plumbing sub-contractors. gpm 3-16d BOX More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL Electrical certificates are to be provided the electrical contractor. 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per More than 12.3 gpm up to 25.8 gpm 3 the IRC Section 314 and NFPA 72 . Shall be provided in each sleeping Room, ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity outside of each separate sleeping area in the immediate vicinity of the bedroom More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION P P 9 Y 16d COMMON W of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall and on each storyof the dwelling, including basement and cellars and not less than 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 24"O.C. FACE NAIL. 9+ g Rafters having slopes greater than 3112 with 3.5' x 0.162" be the responsibility of the general contractor to verify the depth of all existing footings 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be no finished ceiling attached to rafters L/180 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 16"O.C. FACE NAIL disturbed by construction. interconnected and hard-wired to a commercial source. INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" WHENEVER an alteration, addition, or conversion is made to an Existing Interior walls and partitions H/180 16d COMMON 1 O BUILT-UP HEADER i6"O.C. FACE NAIL ALONG EDGES . A Where the building official determines that in-place soils with an allowable bearing capacity Residence, the smoke detection system of the ENTIRE residence must be TABLE R302.6 (3-1/2"x 0.162") V, P Y P 9 capacity brought up to code, hard-wired and interconnected. L/iso OR BOX(2MM X0.113") ` of less than 1,500 psf are likely to be resent at the site the allowable bearin ca acit shall DWELLING -GARAGE SEPARATION 11 CONTINUOUS HEADER TO STUD OR 4-Sd COMMON TOE NAIL W � r be determined by a soils investigation. All other structural memebers L/240 12 TOP PLATE TO TOP PLATE 16d BOX 3 1/2"x 0.162 16"O.C. FACE NAIL C SEPARATION MATERIAL ( - ) 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 Exterior walls with stucco finish Hl3so 6. Cast-in-place concrete shall be air entrained; 5%< 7% total air content b volume and have DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON OR p Y of the 2015 IFC as amended by the NYS 2016 Uniform Code Supplement. NOT LESS THAN 1/z"-INCH GYPSUM OR FACE NAIL ON EACH SIDE OF END an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, FROM THE RESIDENCE AND ATTICS Exterior walls-wind loads/brittle finishes L/240 SIESMIC BRACED WALL LINE SPACING<25' 12-16d BOX O ., P 9 Y P P P Shall be Installed outside of each separate sleeping area in the immediate EQUIVALENT TO THE GARAGE SIDE 13 JOIST)MIN 24"LAP SPLICE LENGTH) garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 vicinity of the bedrooms. combination carbon monoxide and smoke alarms NOT LESS THAN 5/8"-INCH TYPE X GYPSUM Exterior walls-wind loads/flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH FACE NAIL ON EACH SIDE OF END Q International building code and NYS amendments. FROM HABITABLE ROOMS ABOVE THE GARAGE 12-16d(3-1/2"x 0.135") 9 shall be permitted in lieu of carbon monoxide alarms. BOARD SIESMIC BRACED WALL LINE SPACING>25' JOIST)MIN 24"LAP SPLICE LENGTH) All Concrete shall conform to the latest ACI standards. L=span length,H=span height STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL '^ O All CO 4�arms shall be connected to the lighting circuit with no intervening wall USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD 14 ) 12"O.C. FACE NAIL v J Reinforcement: Steel reinforcement shall comply with the requirements switch with battery back-up. Battery-powered alarms are not allowed. IRC TABLE R802.5.1(9) OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2" of ASTM A 615, A 706 or A 996. GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 112"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C. FACE NAIL o Minimum yield strength of reinforcing steel shall be: 40,0000 psi (grade 40), 24. WALL BRACING: Buildings shall be braced in accordance with IRC DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C. FACE NAIL required reinforcement shall 'be in accordance with IRC Table R404.1.2(3), R404.1.2 8 EXTERIOR WALLS THAT ARE WITHIN THIS AREA �'1 W q ( ) section Ru02.10.4.2 Continuous sheathing method. RAFTER RAFTER GROUND SNOW:20 PSF �,y SLOPE SPACING 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL End conditions for braced wall lines for the continuous sheathing shall conform 2-16d COMMON ® n Location of Reinforcement: The center of vertical reinforcement in basement walls shall be to Figure R602.10.7. Braced wall panel connections OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302H ATTACHMENT of GYPSUM BOARD ROOF SPAN `„"J SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. located at the centerline of the wall determined from tables R404.1.2(2)through R404.1.2(7). shall comply with nailing schedule and Figures R602.10.8(1) & R603.10.8(2) 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-16d BOX FACE NAIL �'"� Vertical reinforcement in basement walls determined from table R404.1.2(8) shall be located RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 12 FT 20 FT 28 FT 36 FT 2-i 6d COMMON r � 0 to provide a maximum cover of 1-1/4 inches from the inside face. 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 3-8d BOX W NUMBER OF 16D COMMON NAILS 1$ 1" BRACE TO EACH STUD AND PLATE FACE NAIL coV J provided to transmit the applicable uplift forces in section R80211.1 from the 2-8d COMMON Concrete basement foundations shall have horizontal reinforcement as follows: roof assembly to the foundation. 3: 12 16"o.0 5 8 10 13 Based on R404.1.2(1)- (includes basement entrances and window wells) Less than 8 foot Wall Height: One#4 bar within 12 inches of the to of TABLE R301.2.1.2 IRC Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 9 P 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of N wall and One#4 bar near mid-height of wall. asphalt shingles shall be tested in accordance with ASTM D 7158 and classified Fastening Schedule for wood structural panels E.2o Greater than 8 foot Wall Hei ht: One#4 bar within 12 inches of the to of P g 5: 12 16"O.C. 3 5 s 8 o 0 9 P as per Table R905.2.4.1 of the IRC Residential Code. �,„ o o wall and One#4 bar near the third points in the wall story. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastener Panel Span Panel Span Panel Span 7: 12 1s"o.C, 3 4 5 s ._ .2 E r 2 °a o FLOOR FRAMING o o s copper roofing nails, minimum 12 gage shank with a minimum - Type Less than or less than or less than or o 2 C-t - o 7. Base design value for visuallly graded dimensional lumber: Joists, studs Rafters and All 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing equal to 4 feet equal to 6 feet equal to 8 feet 9: 12 16' D.C. 3 4 4 5 4 8d BOX 0 - a Framing lumber shall be DOUG-Fir Larch #2 or(better, E=1.6 X 10 and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer1 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL °a m �Z � ° Min. Fb for dimensional lumber= 850 psi p Y No 8 Wood screw 12: 12 16"O.C.oc3 3 4 4 3 Sd COMMON o o °� ° o L M o ° p but not less than 4 per strip. ° N U Y based anchor with 16 inches 10 inches 8 inches RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON c o ° ae m°' ° �'Y m 22 6"O.C.TOE NAIL Q +n E c `o (aa ° 0 q 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: 27. Flame S read Index: R302.9 2 inch embedment on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE PLATE(ROOF APPLICATIONS ALSO) 10d BOX a �, 0 3 = ?,3 o 3 P BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS °r�' " a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D wall and ceilingfinishes shall have a flames read index:5 200 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 2-10d BOX ° 8 ° c or stainless steel. P BLOCKING TO JOIST m -a 2 23 EACH END �N•- r c Insulation material, vapor retarders within roof, floor, wall, ceiling assemblies CONNECTION SHALL BE INCREASED AS FOLLOWS: 2-Sd COMMON ,_,E L w 0:= o - b.) Use Copper flashing Only against ACQ Lumber Sill Plates & attics shall have a flame spread index:5 25 No 10 Wood screw t a� _ o - 3 o c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc based anchor with 12 inches 9 inches 4-16d BOX s 0 2 o Z °"- 16 inches H c / H r HEEL JOINT AJDUSTMENT FACTOR 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL ?3 o a'�a c E 2°c a, shall be Hot-Dipped Galvanized or Stainless Steel. Smoke-develo ed Index: R302.10 2 inch embedment on center on center on center 3-16d COMMON ` ` - N E c C Smoke-developed L, Z.E� tvia .0c Qu, cmc00 " wall and ceiling finishes hava a smoke-developed index 5 450 lenght 1 3 1.5 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL a� = ii E•6 m a ° o L v, N O U. Insulation material,vapor retarders within roof, floor, wall, ceiling assemblies 1 /4 1.33 4-10d BOX 8 E 8..-- 9. .--9. All Engineered Wood Products such as Trus Joists, Micro-Lam, etc shall be &attics s`•all have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 installed in accordance with the manufacturers latest installation details, 1 / 5 1.25 26 BAND OR RIM JOIST TO JOIST 4-16d BOX COMMON PER JOIST Framing connectors, Allowable Hole diagrams, specifications, etc. 28. SWIMMING POOLS. Shall conform to IRC 2015 Section R326 and as amended a. This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. 1 / 6 1.20 3-16d Z Micro-Lam Design Stress: E = 1.9, Fb = 2,600 psi, Fv= 285 psi by the NYS Building Standards and code 2016 UNIFORM CODE SUPPLEMENT 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C. FACE NAIL.TO TOP&BOTTOM (/) O _ "Parallam PSL" Design Stress: E = 2.0, Fb = 2,900 psi, Fv= 290 psi STAGGERED ON OPPOSITE SIDES 9 dated March 2016. b. Fasteners shall be installed at opposing ends of the wood structural panel. W 1- � 112- "Anthony l "Anthony Power Beams Design Stress; E = 2.11 Fb = 3000 psi, Fv = 300 psi shall be located a minimum of 1 inch from the ed a of the anel. 4-16d BOX w I_- Fasteners (, g p IRC TABLE 802.11 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER, FACE NAIL W _ 3-16d COMMON > 29. SOLAR READY DWELLINGS: Shall conform to IRC 2015 R324, Appendix U, RAFTER UPLIFT CONNECTION FROM WIND J W W > O 10. R310.1 EMERGENCY ESCAPE AND RESCUE; Required in BASEMENTS, International Fire Code, 2015 (ECC appendix RB and as amended by the c. Anchors shall penetrate through the exterior wall covering with an embedment length of Z Z _J "q each sleeping rooms in basement, habitable attics, and every sleeping room NYS 2016 uniform code supplement. Provide, but not limited to: Solar ready not less than 2 inches into the building frame. Fasteners shall be located not less than 29 BRIDGING TO JOIST 2-10d BOX EACH END, TOENAIL IT-- shall have at least ONE operable emergency escape opening as follows: RAFTER ROOF EXPOSURE C W ---) Z Q P g Y P P 9 roof zone,area of not less than 300 sq. ft. Access and pathways, roof access points, 2-1/2 inches from the edge of concret block or concrete. SPACING SPAN W 'Q � F- 'Co VI Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18"from a valley (FEET) ULTIMATE WIND SPEED SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND = (Y V W A. Minimum net clear opening of 5.7 square feet. d. Where screws are attached to masonry or masonry/stucco, they shall be attached PARTICLE BOARD WALL SHEATHING TO FRAMING W 0 = W 130 140 TABLE R,602.3 (1) U F- � Except grade floor openings shall have a minimum net clear A permanent certificate indicating the "solar-ready zone" and other requirements of using vibration-resistant anchors having a minimum ultimate withdrawal capacity of ROOF PITCH ROOF PITCH (n Z LL N opening of 5 square feet. this section shall be posted near the electrical panel or water heater b the builder. 1,500 pounds. W - P 9 q P P Y B. Minimum net clear opening height shall be 24 inches. <5:12 2 5:12 <5:12 z 5:12 SPACING OF FASTENERS J Q DESCRIPTION OF NUMBER AND TYP BUILIDNG ELEMENTS INTERMEDIATE ROOIF SHEATHING 0 C. Minimum net clear opening width shall be 20". D.. � The main electrical panel shall have reserved space for a dual pole circuit breaker 16"O.C. 12 214 201 263 247 OF FASTENER PANEL EDGES SUPPORTS GABLE END WALL FRAMING D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled "for future solar electric". Exterior glazing in buildings located in Wood-Borne debris regions shall from the inside of the room without use of key's or tools. be protected from wind borne debris. 16"O.C. 1s 277 259 342 3226d COMMON(SUBFLOOR,WALL) WHERE Basement contain rriore than one or more sleeping rooms, Glazed opening protection shall meet the Largeand the ASTM E 1886 as modified in IRC section 301.2.1.2.1 e Missle test ASTM E 1996 30 3/811- 1/2" 8d COMMON(ROOF) 6" SEE NOTE A 6" an emergency escape opening shall be provided for EACH sleeping room. 30. EXTERIOR DECKS: Exterior wood decks Shall conform to IRC Section R507 16"O.C. 24 340 318 422 396 Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction /Additions &Alterations: Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 28 348 358 476 446 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" EXCEPTION: Grade floor or BELOW grade floor openings shall have It shall be the responsibility of the General contractor or his subcontractors to submit ANSI/DASMA 115. Areas within hurricane prone regions: a net clear opening of not less than 5 square feet. in detail the design, calculations, drawings, written statements of the mechanical, (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 32 427 398 529 496 32 1/2" GYPSUM SHEATHING 1-114"SCREWS TYPE W or S 7" 7" wind speed is 130 miles per hour or greater. air conditioning, ventilation. heating systems ( new, existing or upgraded) 16"O.C. 36 469 438 538 547 LU 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each stamped by a professional engineer if required by the Owner or Building Dept. (2)• In areas where the ultimate wind design speed is 140 MPH or greater. 33 5/8" GYPSUM SHEATHING 1-15/8"SCREWS TYPE W or S 7" 7" ~O continuous run of treads or flight with FOUR OR MORE RISERS. 16"O.C. 42 535 499 664 622 OD Handrail Height measured above stair tread nosing, shall not be less than A. EXCEPTION: 1s"o.c. ::48= 599 559 745 =97 z 34 inches and not more than 38inches. All Handrails shall be continuous Wood Structural panels with a minimum of thickness of 7/16 inch EXTERIOR WALL WOOD STRUCTURAL PANELS C\I TO RESIST WIND PRESSURES TABLE R602.3 3 � Q the full length of the stair from a point directly above the top riser of a flight and a maximum span of 8 feet shall be permitted for opening ( ) to a point directly above the lowest riser of the flight. Handrails adjacent to protection. Panels shall be precut&predrilled to cover the glazed openings J U J a wall shall have a space of not be less than 1-1/2 inches between the wall c - ' °�u, �--► with attachment hardware provided in the table below. and the handrail. see IRC code for exceptions. Refer to ( Label all panels and store in a clean dry area of the house. MINIMUM NAIL MIN WOOD WOOD WALL NAIL SPACING 0_ W Q TABLE 507.2 STUD ?~.. Attachments shall be provided in accordance with the table NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL Q IY UU) IRC Code for grip size specifications. ^ .,, p DECK LEDGER TO BAND JOIST CONNECTION THICKNESS SPACING EDGES FIELD as follows: PANEL SPAN RATING 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" JOIST SPAN 8d COMMON NAIL � ' above the floor or grade below shall have a railing not less than 36 inches if - �� , ., CONNECTION (2.5"X 0131") 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" in height. Railings shall have Top rails and Balusters and Bottom rails that are DETAIL <6 s 1 To s 81 To 10 10'1"TO 12' NO MORE THAN 4 INCHES APART. EXCEPT: -the triangular openings formed ` . ; 1/2" DIA. LAG SCREW INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 by the riser, tread and bottom rail of the guard rai I at the open side of a stairway ✓'' I._, I TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 30" 23" 18" 15" are permitted to be of such a size that a 6 inch sphere cannot pass through. . NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD & 1/2" MAX. SHEATHING GYPSUM BOARD FRAMING SPACING OF FASTENERS Open sides of stairs with a total rise of more than 30 inches above the floor or 'r f Applicant shall provide engineered wood placard 1/2" DIA. THRU BOLT GYPSUM BOARD M■d P 36" 36" 34" 2s^ APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS grade below shall have guards not less than 34 inches in height measured tri 'ShR j .: ! on or adjacent to electrical meter box for field inspection. & 1/2" MAX. SHEATHING THICKNESS vertically from the nosing of the treads. „- ,a • ,.,.,, �Yw0oi+ FRAMING SPACING NAILS SCREWS TO WOOD FRAMING Residential structures with Truss type construction, Pre Engineered Wood Construction And/or Timber Construction 12'1"TO 14' 14'1"TO 16' 16'1"TO 18' 1/2" 13. WINDOW FALL PROTECTION: Were the to of the sill of an operable window ': .` � . ` CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS p p for new dwelling and/or any addition,alteration 8" 16++ -� N ^ c+^•.ir.4a■+ron +si.y,ar+,.;-tue+aa 1/2" DIA. LAG SCREW WALL EITHER DIRECTION 16"O.C. opening is located LESS than 24 inches above the finished floor and GREATER a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 c++w"r�+arNrx T�,nrnnc°r 9 Y 9 „ 13" 11" 10" +, ++ -ItUtK T Nl +:+.,.+M n++^+ shall be affixed on or adjacent to any electric box attached to the exterior & 1/2" MAX. SHEATHING „ CEILING EITHER DIRECTION 16"O.C. 7 12 r, than 72 inches above the finished grade or other surface below on the exterior 5/8 sd COOLER NAILS ly • r of the structure for field inspection 1/2" structural plywood WALL EITHER DIRECTION 16"O.C. 7" 12° ^' of the building, the window must be provided with a window opening control device �` ` ; ; - 1/2" DIA.THRU BOLT ii „ 24" 21' 19" TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR N O that compiles with IRC R312.2.2. Window Opening Control Devices. £lUILDI"!r Panel, Attached to & 1/2 MAX. SHEATHING ��i `~ ` •"`"" """"' Frame in accordance 5/8° PERPENDICULAR GARAGE CEILING " " EQUIVALANT DRYWALL SCREWS. 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in BENEATH 1s"o.c. 6 6 U SCREWS SHALL COMPLY WITH accordance with IRC R302.11 thru R302.11.2 and Draftstopping shall be with Table R301.2.1.2 LEDGERS SHALL BE FLASHED HABITABLE ROOMS IRC SECTION R702.3.5.1 C) - o International Residential LAGSCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) >~ .? Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) I. TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED o m ami a ° I_ o ;-a-• fasten king stud to header with f LIM . . . . Min.3"x 11-1/4"net header Header ; ; , ; 6-16d sinker nails _ _. _•_ _ ° ° ° shall occur at top of wall ° ° fasten top plate to header with METHOD CS-GB: TABLE R602.3(1)& CONT.IN000S R FULL HEIGHT BLOCKING CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING OR END JOIST CONTINUOUS ALONG LENGTH OR END JOIST � MEMBER DIRECTLY ABOVE @ 16"OC ALONG ° '+ = - = n'= = -•-+ - - - ''+' R602.10.3(3)GYP.BD FASTENING. BRACED WALL PANEL two rows of 16d sinker nails 3"o.c. O OF BRACED WALL PANEL BRACED WALL PANEL �� 4' OC AT THE PANEL EDGES, INCLUDING . Header shall be Top plate continuity is @ •I I•I I•II TOP AND BOTTOM PLATES AND ALL fastened to the required per R602.3.2 I' HORIZONTAL JOIINTS BLOCKED.(BOTH SIDES) king stud with -Braced Braced wall line 16d NAILS EACH SIDE- continuous) 'I I I III I. SCREWS(1 5/8"TYPE W OR S) � � 6-16d sinker nails Y sheated Minimum 40001b header-to-jack-stud .I ISI I°II rn x Fasten sheathing to header with 8d common nails in 3 in.grid with 1/2"wood strap on both side of opening pattern as shown and 3 in.o.c.in all framing studs and sills structural panels •I I'I „/I'I METHOD ABLECS-WSP: = Y p g( ) p opposite side of sheathing AS PER TABLE R602.3(3) 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS - rn 'I I•I 8d @ 6"O.C.ALONG m c Minimum 40001b header-to-jack-stud strap EXTERIOR SHEATHING ATTACHED BRACED WALL PANEL 8d @ 6"O.C.ALONG BRACED WALL PANEL 8d 6"O.C.ALONG AT EACH BLOKING MEMEBER .I WITH Sd COMMON NAILS BRACED WALL PANEL �° o on both side of opening opposite side of Panel splice edges shall occur over BRACED WALL PANEL in sheathing •I AOT 6"O.C.ON EDGE AND 12" O.C. g �,9..` with n the nailed ddle 24' of thelportalg 31 X 2.5 LONG a s 9 I� BRACED WALL PANEL BRACED WALL PANEL x �, ° , 9 ,- Min.Double 2x4 framing covered with minimum • I IN FIELD BRACED WALL PANEL BRACED WALL PANEL f0 L 1/2 thick wood strucral panel sheathing "-P.A.. leg height. One row of 3"o.c.nailing I• BRACED WALL PANEL � x p g is required in each panel edge. h- BRACED WALL PANEL INTERIOR FINISH: with 8d common nails @ 3"o.c. in all framing I e p g _ 1' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG ° ' (studs, blocking,and sills)typical i if needed h'I 3-16d @ 16"OC ALONG ! ! � I I WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH I•I BRACED WALL PANEL 3-16d @ 16"OC ALONG @ 2'to 18'(finished width) Min Double 2x4 or I• WITH IRC TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL i Min.length 16" 2x6 KingJack stud BLOCKING MEMEBER W I•I 9 1/2"min.thickness wood structural TABLE R602.3(1)FOR EXTERIOR WALL SHEATHING ! per Table R602.10.5 panel sheathing J _ _ - _•_ _ _ _ •F I. _ _ _ J: _ _ CONTINUOUS RIM OR , Min double 2 x post Q 'I I'I .. - 4' END JOIST CONTINUOUS RIM OR .i jack studs per II No.of a �I I•I I; ALL HORIZONTAL PANEL JOINTS END JOIST el Min.(2)2x4 typ. Table R602.7ll I'I SHALL OCCUR OVER AND BE in. 2 1/2"Diameter anchors W NAILED TO COMMON FRAMING 2-16d NAILS EACH SIDE .I installed per section R403.1.6 'I ISI I I OR BLOCKING WITH WITH PANEL I with 2"x 2"x 3/16"plate washer r , I'I I� EDGE-NAILING IN ACCORDANCE v WITH THE IRC SECTION R602.10.10 ,l INTERIOR` � I, FULL HEIGHT BLOCKINGLI FULL HEIGHT BLOCKING I•I ADDITIONAL FRAMING SPACING �•� I I I, CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW C .I ISI ISI I2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG BRACED WALL PANEL W •I I•I I•I I' 2 X BOTTOM PLATE METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 ,I I•I ISI I� •! I•I I•I I• EDGE SPACING -6" FIGURE R602.10.8(2) FIGURE R602.10.8(1) Attach Sheathing to rn BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with nail sole plat Attach Sheathing nail sole plate �/ BRACED WALL PANEL CONNECTION WHEN 8D common i to joist per Band or Rim joistwi I° to joist per W •+- _ _ _ u _ _ _ -'•- ' - _ • PARALLEL TO FLOOR/CEILING at 3"o.c.Top a i Sub-Floor nailing sched. 8D common nials b !,I nailing sched. FRAMING PERPENDICULAR TO FLOOR/CEILING �' Bottom at 3"o.c.Top and Rim Joist ° ° ° Rim Joist ° °—° ° PHoldowns er Plans R Bottom FASTENING REQUIREMENTS FOR • • • • . . . . . . nchor Bolts and per plans 0BRACED WALL PANEL ASPERO Q 1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 W _I � W0 CEILING OR FLOOR JOIST 0 Z DIRECTION Simpson ' t ' ENDWALL—► ENDWALL H2A Stud To Rafter 1.°j,�1 Connector Were the distance is SIMPSON H2A �n FLOOR AND CEILING JOISTS between 9-1/4" to 15-1/4" at each Rafter. With O (D Q Typical Metal provide blocking @ �� ry :D DIMENSIONAL LUMBER OR ENGINEERED WINDOW HDR (5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter �.y .J 0 AFStrapping braced wall panels JOISTS-SEE PLANS at Openings N (2) 8d x 1-1/2„ nails in plate 4„ o.c. Zone Panel Field 1-1/4++ galv. x 20 gage W A Horizontally attached - (5) 8d x 1-1/2” nails in Stud Nail spacing Nailing-See Nailing coil strap with (5) 8d common r BLOCKING shall have Solid Blocking TYPICAL @ all Plywood Joints plywood sheathing AT 48”OC SIMPSON H2A Schedule Dwg-1 nails in each end at each after. 2-BAYS IN Solid blocking between at each Rafter. With BLOCKING @ 48 INCHES ON CENTER g 1-1/4" x 20 Gage Metal Coil rafters attached to top (5) 8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails plate with 8d nails @ 6"o.c. (2) 8d x 1-1/2" nails in plate in each end. catch 'ack studs SECTION A - A along length of braced wall (5) 8d x 1-1/2" nails in Stud Look Out Blocks Corner plans ns panel. and window or door Header. ° ° fRorlocattionss Typical each side and ALL Less than Gable End Wall ° END WALL BLOCKING DETAIL N ° windows and doors. or Equal ° FOR FLOOR AND CEILING BRACING if required to 12" RIM JOIST BLOCKING BETWEEN RAFTERS (ED BRACED WALL PANELS NTS IRC 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL See details on EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS this page. TYPICAL ELEVATION NTS NTS RAFTER TO RIDGE STRAP IRC 802.3.1 �t IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT IN LIEU OF RIDGE STRAPS U) (D *^ A MAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING NOTE; 8d COMMON NAILS ARE PROVIDEMIN. XN COLLAR TIES@RD O C z Z IVJ PER NAILING SCHEDULE. WHEN ATTIC FLOOR, CEILING JOIST OR HIP ROOF IS USED TO BRACE 5 N.T.S. 6 7 2-1/2" LONG 8 9 OF THE ATTIC SPACE AND ATTACHED .I TO THE RAFTERS WITH 4-8D NAILS THE GABLE END WALL. DIAPHRAGM BLOCKING 15 NOT REQUIRED. EACH END O of W ALL THRESHOLD CAREFULLY O o Q FLASHED&CAULKED TO r -i PREVENT WATER INTRUSION I I /COMPOSITE RAILING ,° SYSTEM.VINYL RAILING SIMPSON BSC CONTINUOUS FLASHING EXTENDED I I TOP AND BOTTOM RAIL PAST JOIST HANGER AND COLUMN COVER AND OUTER THIRD CUT COLUMN CAP. MEET RCNYS POST TO HEADER CONNECTOR OF SPAN ONLY LENGTH GALV.DECK HANGER i i FOR CODE NOTCH d COMPOSITE OR ++ DEPTH<1/4 SIMPSON LUS26 @ 2X6 g 12 Min HOLE EDGE PRESSURE TREATED I I SIMPSON ABU POST DISTANCE>5/ " SIMPSON LUS28 2X8 WOOD DECKIN 4"TREATED POST TO CONCRETE BRACKET OUTER 1/3 OF @ X 4 TREATED POSTS @ SPAN ONLY HOLE DIAMET SIMPSON LUS28 @ 2X10 LAG BOLTED TO JOIST FRONT PORCH DECK G• SIDE COVER 2"MINIMUM <2/5d AS PER MANUFACTURES 6"TREATED POST 2-112"GALVINIZED CARRIAGE BOLTS 1/4 JOIST d 41 SINGLE STUD HOLE DIAMETER 2X P.T.LEDGER; MUST BE GREATER THAN SPECIFICATIONS. @ REAR DECK OR SIMPSON SD STRUCTURAL DEPTH,MAX. CLEAR STUD <3/5d OR EQUAL TO DEPTH OF DECK JOIST AND O 1/2"DIA. GALV BOLTS W/ 2"MIN. 116 JOIST DOUBLE STUD NO GREATER THAN THE DEPTH OF THE RIM JOIST 2 x JOISTS ( LOCK WASHERS. CONNECTOR SCREW GRADE 1/3 JOIST I- DEPTH,MAX. S W ATTACH TO BAND JOIST WITH 1/2"DIA. HOT-DIPPED ADHESIVE ANCHORS:HIGH-STRENGTH PLATE i,= y GALV LAG SCREWS PER IRC TABLE R507.2 AND J OEPDXY ANCHORING ADHESIVE FOR DEPTH,MAX. ap O HOLE EDGE PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) 2x RIM JOIST USE WITH THREADED ROD Use 1-1/4" Metal DISTANCE>5/8" see Schedule on DWG-1 Z MECHANICAL ANCHORS;SIMPSONCD Coil Strap 20 Gage Q M tip of lag screw shall fully extend beyond SIMPSON H2.5 AT WEDGE-ALL WEDGE ANCHOR Solid sawn joist and rafter 12" Min ( ) the inside face of the band joist. EACH JOIST COVERED FRONT PORCH FOOTING: 5 8d common Halls -J W • 18"x18"x TO VIRGIN SOIL notching and boring limits. in EACH END at —I J ''=.•' SIMPSON DTT1Z W/(6)1O X 1-1/2" (MIN 36"BELOW GRADE) `:1 EACH Stud. E I j Q NAILS @ MIN.OF 4 LOCATIONS 'J �1 ° POST SIMPSON BC REAR DECK FOOTING 18"DIAMETER NTS 8d @ 6" oc Along < W u SPACED EQUALLY. TWO WITHIN 24" OF EACH END OF DECK: CONNECTOR BEAR FOOTING ON VIRGIN SOIL MIN THREAD ALLOWABLE LOAD:910LBS. 36"MIN.BELOW GRADE Braced Wall Panel limits. PENTRATION Stud notching and boring MAXIMUM OVERHANG FIGURE R602.10.8(1) 3/8"DIA.LAG SCREW PREDRILLED SHALL BE JOIST SPAN 14 P.T. POST TO CONC. PIER & FOOTING NTS TO CENTER OF TOP PLATE,STUD R507 EXTERIOR DECKS OR HEADER CONNECTION (CD COVERED PORCH NTS WALL TO WALL STRAP 11 LEDGER BOARD ATTACHMENT TO BAND JOIST RAILING DETAIL SIMPSON ABU INSTALLED IN ACCORDANCE ^ NTS 10 DECK / GIRDER &WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS 1 2 NTS 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 14 15 1-1/4" x 20 gage G-185 1-1/4" x 20 gage G-185 rn3-Coer studs Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap STAGGERED N with (5)-8d common nails with (5)-8d common nails z FASTENERS connected to �� 3-2X at each stud SEE TABLE 507.2 ♦_ N g IN 2 ROWS at each stud ° r transfer shear a Framing members Strap may be attached OVER load the plywood OR directly to Strap may be attached OVER '� o @ @ @ p 5.5"MIN FOR 2X8* e studs. Studs 5"MAX plywoodthe OR directly to 6.5"MIN FOR 2X10 - 7.5"MIN FOR 2X12 2-16d Nails TYP. HDU2 cV Hcz oU O O @ 6 o.c. Holdown M ? r, 3-16d @ 16" oc Alongt�o �o 00 2"MIN ELAG SCREW OR THRU-BOLTT3/4"MIN Simpson 5/8 threaded rod _ " , o Braced Wall Panel o = No LEDGER BOARD coupler-nut and SSTB =Ili=III - FIGURE R602.10.8(1) C �. ;ili=ll °� N DOUBLE a anchor bolt thru-box and rn ' =l��il . � '; inbed into concrete PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS foundation and framing. STUD AT TIE SIMPSON LFTA y �.FD A PER FIGURE R507.2.1(1) OF 2015 IRC CODE Preservative-treated FOUNDATION-SILL-STUD _ ,� � barrier required for STRAPPING ' WITH (16) 10D NAILS . -rr j' a�,,��• 'Distance can be reduced to 4.5" connectors in contact Applies to Garage Wall and ALLOWABLE LOAD: 1,205 LBS Slab on Grade Construction if lag screws are used or bolt with treated wood spacing is reduced to that of -Call • �; lag screws to attach 2x8 TYPICAL HOLD-DOWN BETWEEN - � ledgers to 2x8 band joists(1/2" NOTE;ALL STRAPPING SHALL BEAR MIN. 12"ON STUD OR FIRST AND SECOND FLOOR SIMPSON HDU2 HOLDOWN RAFTER FACE TYPICAL stacked washers not permitted) '�,'�;,�. NTS STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FOUNDATION-SILL-STUD N.T.S. `^oF N� � ' 16 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 v OR MANUFACTURED FROM G185 OR 2450 GALVANIZED STEEL. Rigid insulation 2X ceiling joists Full Thick Insulation R-50 Cover Box pushes glued together see plan w/ MANUFACTURED LIGHT ENCLOSURE Exterior Fill entire Cavity to up and out of the and lay on plywood R-38 Batt Insul. ATTIC INSULATION Sealant subfloor way for access attic hatch - R-value EIING FRAMING Sheathing y Typ Roof Const. Insulation dams thin profile structural___..__ Tub equal to the CeilingDouble Frame Attic Base plate----,_ prevent loose-fill sheathing as draftstop Typical insulation requirement access opening x CJ w/ insulation p �'' insulation from behind tub exterior Sealed to Air Seal as per drawings floor Gasket access sshrough Continuous Be wall Typ Fascia \ Sealant of Sealant or Soffit see adhesive Const. Dwgs solid blocking '6'�66 Sealant '__-- - - -- Sealant or 1 min Rigid - --- - ---- adhesive Insulation. Air or rigid insulation sealed stairs sealed around Weatherstripping Adhesiv EXPANDING FOAM SEALANT Typ. Exterior wall Sealed at perimeter four edges Panel frame gap Casing \ 11 ONTINUOUS BEAD OF SEALANT finish w/ soffit material with caulk 1/2 Gyp. Wall See Const. Dwgs Pull-down Sealant 1x2 Stop Board RECESSED LIGHTING FIXTURE or foam 1/2" plywood DRYWALL CEILING staircase attic hatch DRAFTSTOP & SEALANT AT (see plan for size) RAFTER ON PLATE PULL-DOWN STAIRCASE U EXTERIOR WALL OF BATHTUB AIR SEALING AT PREMANUFACTURED DRAFTSTOP DETAIL an. INSULATION AND WEATHERSTRIPPING ATTIC HATCH DETAIL RECESSED LIGHTING FIXTURE CANTILEVERED FLOORS DETAIL W Thin profile structural Eave baffle installed .• -" ♦♦^^ Fireplace enclosu sheathing "' v, insulated to top g adjacent to soffit and eave ti°h - W ® >..- osecond lfloor Seal joiSheet nt with etal Irestop CONTINUOUS BEAD the top offthe attilc extendoverI � ceiling OF SEALANT �t. N Non-combustable as per IRC chapter 11 support - p p TYP. ROOF CONST. blocking sealant (R40202.3) SUBFLOOR GLUED,CAULKED OR GASKETED ® Q 1/411 structural sheathing TO RIM JOIST/RIM CLOSURE 2 x CJ W/ INSULATION C W as enclosure liner sealed Typ Fascia AS PER DRAWINGS i Table R402.4.1.1-Air barrier and insulation installation. Sealant or at perimeter and seams. SEALANT Soffit see OR HERS RATER ! W O adhesive Pre-Fab Fireplace Const. Dwgs O TABLE R402.4.1.1 Refer to manufacturers AIR BARRIER AND INSULATION INSTALLATION secs for installation SILL PLATE INSTALLED SEALANT n 1 1 1 p OVER GASKER SILL uL W COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa �ea9. manual SEALANT Typ. Exterior wa 4 O (D :D General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. a'v,•< pica) foundation & framing See Const. Dwgs o requirements in the building envelope. See architectural plans . Exterior thermal envelope contains a AIR BARRIER AT FOUNDATION TO BAND JOISTS W (n continuous air barrier AIR SEAL DETAIL tam_. PREFAP FIREPLACE RAFTER SEALING AT ATTIC EAVE Breaks or joints in the air barrier shall be NTS sealed. This detail is for weatherstripping and draft sealing, Cavin insulation All cavities in the thermal envelope shall be filled with insulation. The It is not to be used as a guide for fireplace installation. m o Refer to Manufacturer for installation manual. »- c E installation density of the insulation shall be at the manufacturers'product EXTERIOR WALL AIR BARRIER SEALING EXAMPLE a.0 o� ` recommendation and said density shall be maintained for all volume of �, m o a° " y� , � E tw rn o ow each cavity. Batt type insulation will show no voids or gaps and o rp ° o a � ° maintain an even density for the entire cavity. Batt insulation shall be ENERGY NOTES _= z a ° U 9 _ ° 2 installed in the recommended cavity depth. Where an obstruction in 8 N °s °= o 8. R403; Systems: N1103.1.1 Mandato programmable ` --r ' �� o o o �� o the cavi due to services,blocking,bracing or other obstruction y (Mandatory) p g amenable thermostats shall be -.- n' g, g �'a.a �a °- °° exists,the batt product will be cut to fit the remaining depth of the 1. All design & construction in compliance and built accordingly to the provided for each separate heating and cooling system. Temporarily operate LOW DENSITY SPRAY FOAM a '' `� i 8. ° o T o E l Y cavi Where the batt is cut around obstructions,loose fill insulation 9Y Y p p 9 ". r � + °.N � = o ° - E o c 3 2015 International Ener Conservation Construction Code and the the s stem from 55 F to 85 F. re ro rammed thermostats be manufacturer INSULATION, R VALUE IN ```� ' °_ o a t Fn c o 0 shall be placed to fill any surface or concealed voids,and at the 2016 ECNYS supplement. The authority having jurisdiction shall be shall be max 70 F heating and 78 F Cooling. ACCORDANCE WITH ''�-�," I ` ° " ° ° °L.- ,a - , il oouo cn.� raL � "' Rigid Foam or r a � E In a manufacturers'specified density. Where faced batt is used,the permitted to determine an energy efficiency program to exceed the g �; ' ; �, y - °'" t s p �' Wood Blocking HERS REPORT � , � � �._-_ = L ` ��= � - 9. R403.3: Ducts - Supply and return ducts attics shall be insulated to a minimum g I r �, °' 0 3° E installation tabs must be stapled to the face of the stud. There shall be energy efficiency required by this code. PP Y i - 0-= C ° o o ° o of R-8 @ 3" or greater in diameter, and R-6 @ ducts less than 3" in diameter. as backdam TYP. ROOF CONST. ``-- I ; j ; o=° 2 rri•° no compression to the batt at the edges of the cavity due to inset ° t= E ° o CL stapling installation tabs. All HVAC, Plumbing & Electrical systems shall meet the IRC chapter 11 Energy Diagrammatic. Duct locations drawings shall be provided by an approved third „..,,.r `:��, ` Co � o �, efficiency, International mechanical code, international energy conservation code party using the Manual "J", Manual "S" & "D"submitted at CO. Roof underlayment J. z ° ' L C 0 c 0 [0 U °L 1n 2 x CJ W/ INSULATION ,.. '`�- ,,,�' c n E Ft ° ° ° Insulation that upon installation readily conforms to available space and the 2015 ICC and 2016 NYS Supplement. sealed to drip edge '' '' ; ' ' 8 N iT h- o E a.=o a shall be installed filling the entire cavity and within the manufacturers' 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall AS PER DRAWINGS I density recommendation. 2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder be sealed by an approved third party (HERS Rater) using the OR HERS RATER ► j Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the and posted on a wall in the space where the furnace is located Manual "J" Manual, "S" & "D" submitted at CO. Typ Fascia/ ! cl� ceiling/soffit shall be aligned with the air barrier. Soffit See SEALANT '''" "'"` '' " ''`' ? W 3. R402.1. Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 9b. R403.3.3: (Mandatolry) Duct testing - Ducts shall be pressure tested to determine ;;,. t.,.,. .:.,,,. :-, insulation and any gaps in the air barrier air leakage b an approved third art HERS Rater using the Const. Dwgs Building envelope (prescriptive) per table N1102.1.2 insulation & Fen. by Component. 1g11 Y WP 11 party( ) 9 g Z sealed. manual J Manual , S & D submitted at CO. non-vented Access openings,dro down stair or knee Batt insulation installed in attic roof assemblies may be compressed at 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of �" 2) P _ wall doors to uncondiltioned attic spaces exterior wall lines to allow for required attic ventilation. sections N1102.2.1 through N1102.2.13 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. shall be scaled. Typ.T Exterior wall W �-- Z (D 5. Installation -the components of the building thermal envelope shall be installed in 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated accordance with the criteria listed in table 402.4.1.2 or required by code official, fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. See Const. Dwgs U) W Q plate shall be sealed. The junction of the by completely filling the cavity with a material having a thernnal or an approved third party using manual "J", "S" & "D". 00 0 C top plate and top of exterior walls shall be resistance of R-3 per inch minimum. 11. R403.5.1 (Mandatory) Heated Water Circ &temp maintenance as per DUCT SEALING REQUIREMENTS G scaled.Knee walls shall be sealed. Exterior thermal envelope insulation for franned walls shall be 6. R402.4. Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4.1 section N1103.5.1.1 and N1103.5.1.2. OPTIONAL - RAFTER SEALING AT ATTIC EAVE Q installed in substantial contact and continuous alignment with the air through N1102.4.5 WITH SPRAY FOAM INSULATION � barrier. 12. R403.6; N1106.3 (Mandatory) Mechanical ventilation Shall meet the requirements Windows, skylights The space between window/door jambs Air leakage shall be tested and verified by an approved HERS rater as having an of the M1507 of the IRC code or with other approved means of ventalation. and doors and framing and skylights and framing air leakage rate not to exceed three air changes per hour. A written report of the Provided by and approved third party or approved HERS Rater, shall be sealed. test results shall be signed by the party conducting the test. Refer to N1102.4.1.2 for testing requirements. 13. R403.7:R403.7 Equipment sizing (Mandatory) Heating and cooling equipment Rim joists Rini joists shall include the air barrier. Rim joists shall be insulated. shall be sized according to the ACCA manual S based on building loads Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain 7• R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside calculated in accordance with manual J. Sizing and efficiency ratings shall be i combustion air. Factory built fireplaces shall be listed and labeled provided by an approved third party (HERS Rater) using Manual 11J" above garage and exposed edge of insulation. permanent contact with the underside of subflOOT decking or floor and Manuals "S" &'"D" oaon'��rl„u n deV e -'. Lu according to UL 127. F-- cantilevered floors) framing cavity insulation shall be permitted to be in contact with the i ' ' F- topside of sheathing or continuous insulation installed on the 00 14. R404.1 (Mandatory) Lighting -A minimum of 75% of permanently installed fixtures z underside of floor framing and extend from the bottom to the top of all must have high-efficacy lamps, Fuel gas lighting systems shall not have _ _ _ _ T c��l perimeter floor framing members. continuously burning pilots. - -- - - ----- --------- ELI < Crawl space walls Exposed earth in unveiled crawl spaces Where provided instead of floor insulation,insulation shall be R W '�'r1„ _J (_n shall be covered with a Class I,black permanently attached to the crawlspace walls. 24" -- - - ---I spl,cre cannot Approved wmdowfall prcvenaon U`v InC01': � > Q vapor retarder with overlapping joints f,or>r Ihro lgh devrc:e(nonfarm to Asan F 2090) ( Q � C) taped. _ : _ Finished Floor Height Shafts,penetrations Duct shafts,utility penetrations,and flue ROOF JL 4"VTR JL 4"VTR R312.2 WINDOW FALL PROTECTION DIAGRAMS I� shafts opening to exterior or VENTS: t unconditioned space shall be sealed. TOP OF THE WINDOW SILL SHALL x ti. .- " e c�h. h�,, re P3103.1 ROOF EXTENSION BE A MINIMUM OF 24"ABOVE THE FINISHED �F�lriiMied Narrow cavities Batts in narrow cavities shall be cut to fit and installed to 2 OPEN VENT PIPES SHALL FLOOR AND GREATER THAN 72"ABOVE THE FINISHED Flo,.r HE71: I 1 E'tt`f)VE' r the correct density without any voids or gaps or EXTEND MINIMUM 6"ABOVE GRADE OR OTHER SURFACES BELOW ON THE .� �' � 1i .,., „ ,, THE ROOF OR 6"ABOVE THE EXTERIOR SIDE OF THE BUILDING.SHALL Finished G,v.dC compression,or narrow cavities shall be filled by y � Finishcrf Floor ANTICIPATED SNOW ACCUMULATION. COMPLY AS FOLLOWS: insulation that on installation readily conforms to the 311 available cavity space. 1 1/2' 1 1/2' 1 1/2' P3103.2 FROST CLOSURE: R312.2.2 WINDOW OPENING CONTROL DEVICES: r I WHERE THE 97.5%VALUE FOR WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH Garage separation Air sealing shall be provided between the garage and 11 OUT-SIDE DESIGN TEMP IS 0 DEG F ASTM F 2000,THE OPENING DEVICE AFTER OPERATION F=ir,tsl"?ed Grace conditioned spaces. 2"" 3 OR LESS.VENT EXTENSION THROUGH TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO cV A ROOF OR WALL SHALL NOT BE LESS FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE Recessed lighting Recessed light fixtures installed in the building thernal Recessed light fixtures installed in the building thermal 2 ND FL. THAN 3"IN DIAMETER, ANY INCREASE TO MEET EGRESS R310.2.1 envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. IN SIZE OF THE VENT SHALL BE MADE ] 311 2" NOT LESS THE 1 FOOT INSIDE THE ~ Ping and plumbing in exterior insulafion shall b cells. There shall be noe cut ncativ to fit arounowirinr 3, 1 2 and THERMAL ENVELOPE OF THE BUILDING. wiring gaps or compression where cut to fit.Insulation that on w installation readily conforms to available space shall 211 extend behind piping and wiring. 3" CERTIFICATE ( MANDATORY) N1101.14 (R401.3) > M Shonver/hub on 'I'lie air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be 2" 1 1/2" 3' 1 1/2" 1 1/2" 1 1/2" 1 1/2 1 1/2" M O exterior wall showers and tabs shall separate them from the showers and insulated. WASHER DW A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE � � b �00 „a BUILDER AND POSTED ON THE WALL IN THE SPACE WERE THE a tubs. 211 2'7 r� ,,.��// FURNACE IS LOCATED. W `� N � Electrical/phone 'Tlne air barrier shall be installed behind electrical or 1ST FL. THE CERTIFICATE SHALL LIST THE FOLLOWING: � � O � � Z box on exterior wall communication boxes or air sealed boxes shall be installed. 311 211 R-VALUES FOR CEILING/ROOF, WALLS, FLOORS HVAC register fiVAC register boots that penetrate building thermal 11 ," FOUNDATION SLAB WALLS CRAWL SPACE ETC AND DUCTS. ��t'=Q Q i V 4 FAI 3 ( ), ,` � . boots envelope shall be scaled to the subfloor or drywall. 3,1 3 ." 311 311 Concealed When required to be sealed,concealed fire sprinklers shall ~ CO CO U-FACTORS FOR FENESTRATION AND THE SHGC COEFFICIENT. sprinklers only be scaled in a manner that is recommended by the 41 1 ® manufacturer. Caulking or other adhesive sealants shall not RESULTS OF AIR LEAKAGE TESTS, DUCT LEAKAGE TEST. t 'P 11 be used to fill voids between fire sprinkler cover plates and ;A - 7. walls or ceilings. CONNECT TO A NEW 4" C.I.H.T. TYPE AND EFFICIENCIES OF HEATING, COOLING, ", ---1, 3 ;" SUFFOLK COUNTY DEPT. WATER HEATING EQUIPMENT. ot�ar,�za C3� IC = insulation contact. OF HEALTH APPROVED PLUMBING RISER DIAGRAM, 1; OF Ntrti,- a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. SANITARY SYSTEM NOT TO SCALE GUARD RAIL NOTE: Porches, balconies or raised floor surfaces located more than 30 inches above the floor or grade below shall have a railing not less than 36 inches in height. Railings shall have Top rails and Balusters and Bottom rails that are NO MORE THAN 4 INCHES APART. EXCEPT: the traingular openings formed by the riser, tread and bottom rail of the Guard rail at the open side of a stairway are premitted to be of such a size that a 6 inch sphere cannot pass through. Open sides of stairs with a total rise of R302.13; FIRE PROTECTION OF FLOORS: more than 30 inches above the floor or EXCEPTION: #3. grade below shall have guards not less than 34 inches in height measured 1. THE AGGREGATE AREA OF THE W vertically from the nosing of the treads. UNPROTECTED PORTIONS DOES NOT 59'-0" EXCEED 80 SQ FT PER STORY U STAIR HANDRAIL NOTE: 2. FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED ALONG UJ Provide Handrail on at least one side THE PERIMETER OF THE UNPROTECTED of each continuous run of treads or flight PORTION TO SEPARATE THE UNPROTECTED 2 x 6 DECK JOISTS @ 16"°c rn with FOUR OR MORE RISERS. PORTION FROM THE REMAINDER 2-2 x 6 P.T.GIRDERv! Handrail Height measured above OF THE FLOOR ASSEMBLY. stair tread nosing, shall not be less than - _ - - _ _ _ _,--, yp Deck UJ 34 inches and not more than 38 inches. °-' ' ?; Footing All Handrails shall be continuous the full q length of the stair from a point directly TYP.DECK LEDGER0 above the top riser of a flight to a point ................_-----------------------.........--- .........--------------- ------- _-------------------------- _--------------------------....--------------....- -------•---- M I SEE DET. ON DWG 2 LL directly above the lowest riser of the flight. ---------- ------------------------ 1 --- ----------------------------------------------------- ...____________ _ ______ _ _____ _ ___ I�I .� Handrails adjacent to a wall shall have a - I --- - - -- .......... // ' ' { -• `- -• SIMPSON HDU2 - � � W 0 space of not be less than 1-1/2 inches I HOLDOWN ' between the wall and the handrail. UNFIN. BASEMENT ALLOWABLE -1 O Z ti 1 1 8"X 16" PC 4" CAST-IN-PLACE CONCRETE PIER- LOAD:3000 LBS see IRC code for exceptions. Refer to LO ' m ( SLAB INSTALLED IN I��IL� 1 1 SPACED , , w IRC Code for grip size specifications. W ; ; ACCORDANCE WITH IRC o o , J SECTION R506 EQUALLY 1 1 J O 1 1 Cn S 11 1 1 (O J 1 1 r ' ' < iON'.00 � o ' LO ti TYPICAL INT. FOOTING/COL (D o N CODE COMPLIANCE STATEMENTS: N ' I 30"x 30"x 12"THICK o z z - n x e CAST-IN-PLACE CONCRETE L www ' ' 0 . LJ ' FOOTING&4"DIA STEEL O w z�o r, r- LL O w Z r ' ' MAINTAIN REQUIRED SEPARATION ' COLUMN ` O p Cn> ' ; ; DISTANCE FROM ALL HEAT 1. The windows selected for this project shall meet ' c� O z m w ' ' PRODUCING EQUIPMENT TO N = the egress requirements of R310. 571-811 o o urnace COMBUSTIBLE MATERIAL AS PER 0 2. All windows shall meet Section R308 Glazingand ' _' U g p ; ; MANUFACTURER'S SPECIFICATIONS m.o rn, ` ' 1 " ' 11 ' " w m ' " ' 11 1 1 AND LATEST MECHANICAL CODE. � 12 18 8 ° o 830$.4 Hazardous locations. ; 14-3/2 8-8 8-8 00 E o 0 8-8 8-8 81-81/211 �, L s N o 1 1 _ r 1 }ZUw 1 1 fU6 �O U = U N+N-• T 3. Windows were required shall meet the Window Fall -N --- -- °- o = y 1 1 i t 1 �N w u- _ = 00 td DI �2- ff•C,L O protection requirement 8312.2. _ -_ --- --5.1/2" x-14" LVL_--_ -- 0 U_-_°c O _ a �, LADDER&STEPS R310.2.3.1 a 1 1 C7 1 1 -' cua� coc = pN�` � 4. Bathroom windows shall meet the hazardous 7----------- ----------------------- --- ' s.s ° WINDOW WELLS WITH A VERTICAL 1 1 N ; ; NI ` n v °,e m m Y glazing requirements as per 8308.4 \ DEPTH GREATER THAN 44 INCHES Beam Pocket (t p) __-; _ y 1 18, ° 5. Stairs, landings, railings & guards shall comply _ ti SHALL BE EQUIPPED WITH PERMANENTLY ; steel shims as req'd I- o ° ° o �, 22- with with R311 & R312 WITH THE WINAFFIXED DDOW W THE FULL ER OR STEPS AOPEN ' ' _ �' a c 5 rn POSITION. RUNGS POST ABov�___ (3) 1-3/4 x 1.7/8 LVL _5 �, 3; ` 6. Outside lighting shall comply with RE 3803.3 M NSIDE WIDTH OF ATFLEAST 12 NCHES ; \ - - -- - - - ___ ___, ; ; N L r v m 0 o E BLOCK SOLID 1 , , c ° = o L ° o �R 7. Stairway illumination shall comply with R303.67 SHALL PROJECT AT LEAST 3INCHES ; ; L) __i___ �________-- __- --------- YE',____J___ _ _____________ -1-____________-- __s________ `n____-___ ' o m c and R303.8 CL FROM THE WALL AND SHALL BE SPACED -- -- ----------- -�-- -------�------ ' -- -' --------- ------- -0 - ------------ ' -�- ------- --------- r . =U Lh-2 EC t- E t o 1 1 Q i ` -T- -i-- -t- --i - -i-- -r- -i-- -T- -r 1 ` 2. in ` f6 _(..) C NOT MORE THAN 18 INCHES ON-CENTER ; ; c 1 1 _______ 1 1 m- �'.E ¢ cc- c m = a� o 8. Fireblocking shall comply with R302.11 thru R302.11.2 VERTICALLY FOR THE FULL HEIGHT OF ___ ' ' ' ' �' `00 a) U °L 9. Draftstopping shall conform to R302.12 thru R302.12.1 THE WINDOW WELL. E a E w 10. Flames read and smoke-developed index for walls •------------- I 2x4 FRAME AROUND ' ;"""" N ; p p .W O°w z� STAIRCASE FROM FLOOR F========a -6 1 and ceilings shall compy with R302.9 thru R302.9.4 •-- _ 1 1 Ln J cw w TO CEILING. TREATED SHOE 00 1 ..t?.. . 1 �l,ZC� = k e ox C e m==1 1 1 11. Flame spread and smoke-developed index for w o q ,�o w z I PLATE AND GYP.WALL BD cn 0' = 1 1I- insulation shall compy with 8302.10 thru 8302.10.5 c� 1 of� O ¢w INSIDE FACE OF WALL MIN. -1 I 1 ....... _� , O= _ O z¢m= ATTACH RAILINGS.HANDRAILS , _ (2)ANCHOR BOLTS CD M O - w IL 34"-38"ABOVE NOSING. „ ___._ __ ' 11. Recessed lighting fixtures rated for ' z " °O °O o J ' ' ------ oO, ' ............... ......... ' I EACH membrane penetration shall meet ASTM E119 ' "_ LU"2 o F- > `" - -- - FRAME WALLABOVE ' 'J = D m o- J UNDER STAIR PROTECTION: J -- ' _ ' ; SECTION-SEE and Flre Stopping as per ASTM E814 or UL 1479 ; Q _ �, a 0-z=w I 8302.7 1.2"GYP BD SHALL _N ' o` -------- DETAIL 3 ON PG 2 ---------------------..---- - o ' 11 12. Exterior Decks shall Comply with 8507. WINDOW WELL R310.2.3 ; ; U ; ; w c J M BE APPLIED C UNDER CD ---! - 1 oo , SIMPSON HDU2 N w¢w K STAIR SURFACES. O � ' ; : o HORIZONTAL AREA SHALL BE v (� , - �' X ' ; 31-31/ 4'-7" 13'-511 , MIN 9'-0"SQ FT.WITH A ; :....q... ; HOLDOWN LL�c�¢o MI ___ ___ ' ALLOWABLE HORIZONTAL DIMENSION M (2)ANCHOR BOLTS e ' -- , , LOAD:3000 LBS N 1 � OF MIN 3'-0"TO ALLOW FOR I - N IN EACH CS-PORTAL ...... ' EMERGENCY ESCAPE AND ''' , r , FRAME WALL ABOVE N 00 RESCUE. COVER PLACED ~ SECTION-SEE - --' UNEXCAVATED OVER OPENING PER R310.4 41-01 1 ; DETAIL 3 ON PG 2 UP ; 4" poured concrete slab POST ABOVE with 6x6 10/10 WWM, drop top of c ncrete �' o d jYeCK SOLID , , Ired r I S on compacted as requ' f r ga age oa w (2)ANCHOR BOLTS ~ ra doors CS-PORTAL • --------------------------------- ------------------ ---•------------------- --- %"/ft t r doors. 'O i granular fill Pitch slab ; IN EACH CS PORTAL Z _ ' O garage e ; ; FRAME WALL ABOVE p TYP.DECK LEDGER Zo g g SECTION-SEE N Q I 1 1 1 t 1 (� SEE DET. ON DWG 2 -1 ..... .............; - DETAIL 3 ON PG 2 c"7 0 Plumbing Note: I Y o 0 0 0 _J _� J ALL PLUMBING SYSTEMS SHALL BE U (D ----------------------- ' (2)ANCHOR -' ' p ' � > Q INSTALLED IN ACCORDANCE WITH I LU �- TYP. DECK LEDGER ' O ' ' lIJ PART VII OF THE IRC&NYS UNIFORM ' SEE DET. ON DWG 2 ; N EACH CS-PORTAL N ; a U Cif U) CODE SUPPLEMENT ti I (0 [- , FRAME WALL ABOVE Q 1 N 2-2x8 treatEd deck girder SECTION-SEE 21'-3" X � ' DETAIL 3 ON PG 2 ' Electrical Note: _ ' ALL ELECTRICAL EQUIPMENT _ 1 1 1 1 AND WIRING SHALL BE INSTALLED 1 - - -_ -_-_- -_ r -�""1 -_-_ _ - _ - _ IN ACCORDANCE WITH PART VIII OF L ; ; ; ; ; ; ; 1r�h THE IRC. A MINIMUM OF 75%PF - ------- PERMANENTLY INSTALLED FIXTURES ; ; ; ; 0 MUST HAVE HIGH-EFFICACY LAMPS. 21'-9" Mechanical systems 001 1 1 1 1 1 1 1 1 THE MECHANICAL SYSTEMS SHALL ' BE INSTALLED IN ACCORDANCE WITH Q0 M PART V&VI OF THE IRC.ALL MECHANICAL SIZING PER ACCA •- ' ' ' N c MANUAL"S"BASED ON LOADS ' ' ' N CALCULATED PER ACCA MANUAL"J" '- DUCT COMPLIANCE WITH MANUAL"D" TYPICAL ANCHOR BOLT - IRC R403.1.6 '- 1 R303.4 MECHANICAL VENTILATION. MAXIMUM SPACING: 1/211 V 7211 O.C. -- - ---. - - - - --- --- -- -----.-- )"'tb O DWELLING UNIT SHALL BE PROVIDED EMBEDMENT OF 711 WITH NUT & WASHER. 2)ANCHOR BOLTS WITH WHOLE HOUSE MECHANICAL 2 BOLTS PER PLATE AND HOLD AT LEAST IN EACH CS-PORTAL F-0 Q VENTILATION IN ACCORDANCE WITH SECTION M1507.3 ONE BOLT - 12" MAX AND 3-1/2" MIN OFF FRAME WALL ABOVE ., M ENDS OF PLATES. �ETAi�s ory PG 2 -d M '� 27-111/2" 81-51/2" 22'-711 U '� °O 591-0„ ® � C'Cov r0 TYPICAL FOUNDATION IN ACCORDANCE WITH IRC CHAPTER 4 � � O TABLE R404.1.2(8): DA 8" CAST-IN-PLACE WALL WITH HORIZONTAL REBAR PER IRC TABLE FOUNDATION PLAN O Smoke Detector ��¢d� � • ��`- R404.1.2(1) OR SEE DWG-1 NOTE #6. Carbon Monoxide Detector ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, SCALE: 1 /4" = 1 �-011 co Refer to DWG-1 General Notes 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE Mechanical Systems THE MECHANICAL-HVAC SYSTEMS A PROVIDE FIRE BLOCKING IN B In accordance with Section 915 of the SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND SHALL BE DESIGNED AND INSTALLED 5 ACCORDANCE WITH 8302.11 2015 IFC as amended by the NYS � TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP IN ACCORDANCE WITH PART-V OF THE IRC RESIDENTAIL CODE. 5 uniform code supplement FOOTINGS 1V TO 2H . MECHANICAL OF THE IRC 2015 Pre-Fab/ Factory Built Fireplaces R312.2 WINDOW FALL PROTECTION NOTE: In accordance with NYS code cahpter WINDOWS, EXTERIOR FRENCH & SLIDING DRS 10,facto built fireplace inserts shall TOP OF THE WINDOW SILL SHALL ry p BE A MINIMUM OF 24"ABOVE THE FINISHED Plans indicates ANDERSEN series 200 be UL listed and labeled and shall be Model Numbers and shall be In accordance with IRC R609 installed in accordance with the FLOOR AND GREATER THAN 72"ABOVE THE conditions of the listing. Factory-Built FINISHED GRADE OR OTHER SURFACES To be designed & installed as per manufacturers fireplaces shall be tested in accordance BELOW ON THE EXTERIOR SIDE OF THE specification for 140 ultimate design wind speed with UL 127. Hearths shall be installed in BUILDING. SHALL COMPLY AS FOLLOWS: and IRC Table 301.2(2), 301.2(3) accordance with the listing of the Provide HP LOW-E4 glass; U = .30, SHGC = .29 Fireplace & in accordance with NYS code R312.2.2 WINDOW OPENING CONTROL DEVICES: EGRESS: section R1003.9 Hearths & Hearth extension. WINDOW OPENING CONTROL DEVICE SHALL All Firepaces shall be equipped with an COMPLY WITH ASTM F 2000. THE OPENING Shall meet R-310 ( MIN 3049 - ANDERSEN 244 SERIES) exterior air supply. Exterior air ducts DEVICE AFTER OPERATION TO RELEASE THE shall be UL listed. Factory Built Chimneys DEVICE SHALL ALLOW THE WINDOW TO WINDOW FALL PROTECTION: shall meet R312.2 shall be in accordance with NYS code chapter FULLY OPEN TO MEET THE CLEAR OPENING 18 (chimneys & vents). AS REQUIRE TO MEET EGRESS R310.2.1 44'-2" W 36'-0" 8'-2" r , W 59'-0" U) WC1 ) �' --------------------- oddeckwith L.r -------------------------- 36" high wood rail � .., Framer to verify centerline window W over sink with kitchen layoutt -------------------------- (closed risers)and steps to grade plan I.L TEMP GL provided by Owner or builder. _ 244DH3049 - 2 244DH2836 244DH3049 - 2 — - - - - - - -i 244DH3050 244DH3050 _ v! W O — — — — — — — — — — — — — — — — - - - - - - - - - - — - — — — — — — — — — 244DH3030 In 2-2x1I 0. W 2-2x10 U 2-2x10 012-0 (2) 1-314"x11-1/4" LVL 2-2x10 2-2x10 O UO LLN��2r_ --. ® rrV U 13-11 U T bo 7-6 12-11 71-81/211/2 I 0" 7'-1" U ' W :D 0 ° 0 5'%z" 5/z" 0 5'/z,+ 11 3,/11 a o I I o L..�... 0 ifl : fan 1 I o Z Cl) WALK-IN �� o KITCHEN FAMILY 'I < 0. W bo _N BEDROOM #3 U W ® = CLOSET ROOM I I F- !n I 9'-0"CLG HT _j WO ° �- I p fan (�;) 9'-0"CLG HT 'I E o 0 < C141 _ o � ZJ °CJ Bedroom #2 � �UN� r o 'I � � � W.2 0 to UL LISTED GAS o FW- � .I O _ o ; .% PRE-FAB FIREPLACE I) 0 0 Y a,o a°i sO o U MASTER _ IY GLASS DOORS& LL 0 �( X W (� BATH • M�__, -N 0 0 HEARTH EXTENSION N �O o c c z Nal ° ° aoi c m m Jj Q Z J N U �t () CO 0 0 AS PER RESIDENTAIL I I I` 0 0 �' u N rn °.2°. "o•°L o _1 J 5-0 Co X _ Cr _w N _j J CODE-CHAPTER 10 �.0•� o a y o 0 LLJ 0 X CD O W I- , LL- VENT TO EXTERIOR = +I E.a° 2 ° vi° Y o U 0 N 2x10 Ridge - a X - - - - - - - - - - - LL o CV (V a°iyEco ia" a ° °c3 N X N - — _- - — - — -„ - - - o O r > I o a in.� 3 o E m 2 ° N 13D"x22"1301 T 2-8 21_T++ 2-8 16'-6'/l ¢ 2-6 N c- J I = N a ` + n J I n 1 c w fl? rn CO I X 1 1 J ' ' J ' O ° O O °LoO- Oar 1mm.y�tfic 2'-411 N N � I �LCE� ° uioY `oE CV ;ace�ss =N I \ HALL (n I 3'�z" I N d I H O 'I a° o Q v n L ° (D _ O U I N I o O ~ SII 2 �.� M 2cc Na) ' LL o0 _ O _ N - CO �? 1 �. Z _c _ Q Cu c m o +� o I i�l cfl oo U I I M = CO i\, I � caE a�� a �w �' N i O CO r + [— O O N 1 U) N L O'O L C C w N d , O WS/INSUL �r : Unfinished 2nd Floor N z 3 F E a._ ° CL 551'011 ,L8„ O� N I O o0 1 I c� .a `� POST 1 11 POST 12 LVL POST 2-2X10 v 1 I CID �, N @d - Storage Only to N LVL (2) 1-3/4 x 9-1/4 LVL LVL FLUSH LVLC 1) , 0 60 U cy) O I DOWN _ ' N I= O - - - - - - - =—= - - -_21_g11 0 0 31_011 _ o _ Zo o / Guardrail _ _ _ 4'-0" 7'-0" 9 2'-0" -------- N ca o co — U U l 2x10 Ridge I N MASTER o DOWN 41.011 _ CD �� 1 .a - ------- `X x L- - — - — - — - — - I BEDROOM ( II ---------- fan I N o -- C14 / N N N 9'-0"CLG HT ® 1 cls I - - - I _ 'I OPEN -------- _ _ "� N H 2 ' U) f- 1 11 1 11 tJA W N ' o - a, H I TO 3 4 4 7 61-01/211 0 - tY 0 ry'' m I X _ POST -N ? 0 °° Cl) L 1 ABOVE N 3'-0"_ q o ` ---- - ;n ----- F- 0 _ N �YP \ 0 > (2)1 3/4"x 9 it -- co U- Z Q I ........ _ 2+16+1 I --- ----- ----- POST --' r TYP ----------- I I 'r) 0 DINING o 1 -------- --- U O /� BEDROOM #4 Open to VENT CLOTHES DRYER co / ' \ � I SIMPSON HDU2 � ROOM � II --------- 31-51/21, L 4'-7" IN ACCORDANCE WITH - ------- tY LL a CHAPTER 15-CLOTHES------- ------- N C) - below __- I w OLDOWN 9'-0"CLG HT ;113 'I -------- DYERS EXHAUST. POST '_ N , - ---- I \ F- I ALLOWABLE N __ ___ _ X 2 x 8 Rafters 16" Oc I u- LOAD:3000 LBS NII INSULATED SOLID CORE LVL W 7 i STEEL DOOR,OR _ � \ Q I I 20-MINUTE FIRE RATED DOOR. J o 0 N 00 ,2x6 CI Jsts 6"0c I oma' I N I --------- EACH WEATHER STRIPPED , r + /'� ' co W/SELF CLOSING DEVICE. 1 oo X z 2x4 C.T 48 OV �O/ o ,� = 1 , 11 1 11 I 1 UP _ 1 " " o I �'�-, I T -�-> X I .ort 14-4/Z '� 13'- 8'-0 N ►� - - 0 Q 13'-0" I V 1 /�\O N ♦V 11 11 = 3'/Z" O 3'/Z" f BO B N '> I (2) 1-3/4 x 9-1/2 LVL ; (2) 1-3/4"x 9-1/2" LVL C N 2x12 CEILING JOISTS @ 16' o.c. ; --�" � LlJ 2-2x8 -2x8 I I I Provide Bridging _N Cl) J %o w at 8'-0" on center + d W U — — I I 244DH3050 - 3 Maximum. v Q Cl) Unfinl hed 2nd Floor 2-2x12 1 244DH3049 - 2 2-2x8 ' ` I I Stora a Only I N -_ -_ -- - -__ POT POST •------------- ---- L L 244FX5050 J I _ _ rawin - LVL GARAGE - DWELLING GARAGE ; POST strappipq 2 x 8 Rafters 16" OC I M (y (3) SEPARATION IN J LVL 1+ 4 details ACCORDANCE WITH + > 2x4 C.T. I @ 48 OC I `r - IRC TABLE R302.6 -j 9 SEE DWG-1 FOR TABLE 1 � I 1 I INSULATE WALLS ti X COMMON WITH LIVING 8 -------- AREA ' boo w I I -------=------- 1 x - - 1 I I permacast ----------------------- columns _- � 21'-811 . -+ ' -------------- -------- 2-2x10 ------ ---- - w ° 2-2x10 2-2x10 POST N L - - - - — - LVL 1 ++ ---- 7'-7'/," 13'-91/" 6'-6'/Z' -- 244DH3050 244DH3050 POST -� f�i , 6-11 /z - — — — — — — — — — — — — — — — LVL �,r� U b tp oo 244 DH 3040 27'-111/2' 8'-5'/2' 6'-0" 10'-7" 6'-0" x 13'-3'/z" 8'-9" 22'-1'/z" ^d v 36'-5" 714 22'-7" 44'-2" 59'-0" O U A B 5 5 A 9'-1" PLATE HEIGHT < '� � ,,�,F '�` 2ND FLOOR PLAN O Smoke Detector window and door B _ + 1/ S Carbon Monoxide Detector 5 headers: 2-2x10 minimum 1ST FLOOR PLAN 5 /¢ ;;, '�, � �•; SCALE: 1/4" - 1 -0 O Refer to DWG-1 General Notes SCALE: 1/4" = 1'-0" CO unless noted FIRE BLOCKING SHALL BE INSTALLED In accordance with Section 915 of the NAME AREA 2015 IFC as amended by the NYS IN ACCORDANCE WITH IRC R302.11 � THRU R302.11.2 AND DRAFTSTOPPING NAME AREA uniform code supplement PER R302.12 THRU R302.12.1 �+ 01901ti Second Floor Area 800 sq ft. .T�.�.��'• First Floor Area 1755 sq ft. CONT. RIDGE VENT CONT. RIDGE VENT 12 ASPHALT SHINGLES 12 9 9 D ASPHALT SHINGLES GUTTERS & LEADERS AS REQUIRED CONT. RIDGE VENT CONT. RIDGE VENT TYPICAL Top f Plate W U ® ,2 z w CD 0 _To Subfloor WG) �" To Plate - - - - Q 0 - --- ----- W _._! FTT- ;® _ ❑ co W 0 o Ll 0 z m 41, n IL w f- 4010 O CD D To ul bk CL D O f Subfloor � W To f Foundati - — u) rn y C LD ..;...i.:..,... ....:.,_.,..:.._.a...:..,.. T 7T. - T IT77-7 .....,..,,.0 u_.0 ..., .0 7.777 5..,...,...rw.w..... ,.iw.w_o,nw.w ., .,...... ..,in w,..,...,,...,.., .,w>f.....e3v.:.. ..s.. .r,,m....Y.t.v.,.... "Z,..,..dw :t.. .. .—u ..... ....__ — I .. . ..,� .u:v � „.y .,. .� �. .yw., w..W, w.e. - ,.,...� ....,.._._....r .....: ,m...........:.... ......w.w. ..,., :.a,...�w.....__...,r.,.: .w,.». .�r......iW...._......—`,_...+r.,rw .,,,,... 2,'� Q O 1 I I 1 1 1 1 I 1 I .,.x«. , ^�• U c 4� � 00= f0 U D II I UC� yM�UOp oCD E�REAR ELEVATION 0 LEFT ELEVATION •wN, N O•� p Q y Q 0 I SCALE: 1 /4 _ 1 -Q I _ x EMERGENCY ES�APE I I I I SCALE: 1 /4" = 1 '-0v' I I �► ,� ' ¢ I I d p y Y >� 7 0_�� O 1 AND RESCUE !� ° •- o 3 c'7 WINDOW WITH WIELL l I I I I n 3 Los m n L �I — - - - — - - - - - - - - - - - - - - — - — - - - - - - - — - - - - — - - - - — - - - - - - - - - - — — — - - — - - it - - - - 1� To df Footing 1 - - - — - - - - - — — - - - - — - - - c- - _ _ — - - -L - - - -1 — 4 - - J C - - - - - - - - - - - '-- = r - C'-_ � - - - _ _ - _ _� _ _ _ - � 1 — _ -� � � - - - _ _ ] or p NnLo � ` o V C O LS U Q.� p `C O_ � C L_ � `J U OC d p c 2•E L y a L ti ` Q y C O C N O mnEm a� o 'o , uiw L I- U En N cr H m E d C O 8- ALIGN CONT. RIDGE VENT RIDGES CONT, RIDGE VENT 12 12 10 10 ASPHALT SHINGLES 12 ASPHALT SHINGLES � 9 CONT. RIDGE VENT o w CONT. RIDGE VENT 12 ~ To f Plate °r° zz - - - - 9 - - - - 12 N 0 co Q 12 12 - - - 10 10 U) r ' ' > Q 9 D CD 0 o Q cn co M __:ToRk Subfloor To f Plate a o a a CD U , oJI � a a To f Subfloor xoTo f Foundatio LM � ct � � w.:H '.•.,.....1.' a: u.o-w,._.:..,...•.t .,ax �.- Nw,�xS sw wi �..«.....r ,wr I' .._ .,. ...r,...... a a._.,. .,w.. ..w.._, ME=, __x ,. .. .y _ ' ._ .. ., . .. _� _.,.. ., �•......,�._ IRIGHT ELEVATION o II I I II II I I I I II I I II FRONT ELEVATION SCALE: 1 /4" = -0n SCALE: 1 /41 = 1 -011 E I 1 — - - - - - - - - - - - - — - - - — - - — - - - - - - — - - — — — — — — — — — — — — — — — I TO fFooting 1 - — - — i - - — — — — — — — — — — — i � — - - - - � � - — - i � - - - — L- - - - - - - - - - - - — - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r _L 1 or- Ned BRACING METHOD ® CS-WSP CONTINUOUS SHEATHING IRC BRACED WALL PANEL WOOD STRUCTURAL PANEL DETAIL #11 ON DWG-2 PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-A 1-B 1-C 1-D 2-1 2-2 2-3 2-A 2-B TABLE R602,10.4 page 185 BRACING METHOD CS-WSP GB CS-WSP CS-WSP CS-PF CS-WSP CS-WSP CS-WSP CS-WSP CS WSP CS-WSP CS-WSP CS-WSP ® CS-P F CONTINUOUS SHEATHING PORTAL FRAME DETAIL#3,DWG-2 BRACE WALL LINE SPACING(FT) 26.75 24.5 26.75 13.66 35.83 36.5 35.83 15.1 28 13 28 26.75 26.75 TABLE R602,10.5 page 187 MINIMUM PANEL LENGTH (inches) 27" 27" 27" 27" 27" 27" 27" 27" 24" 24" 24" 24" 24" - _.. , �,.,- ..,;. ,•., .-� ; ' ® GB GYPSUM BOARD S HomoVo3 003 r 140rn01403 aH3 TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 11.7 11.8 11.7 3.4 15.3 8.3 15.3 3.77 6.6 3.5 6.6 6.3 6.3 "' BRACED WALL NOTES: TABLE R602,10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c REFER TO DETAILS ON DWG-2 FOR HOLDOWNS,STRAPPING,BRACED E IWALL DIAGRAMS AND DWG-1 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 1 1 FOR NAILING SCHEDULE. ALL BRACED QQ WALL PANELS SHALL BE FULL-HEIGHT 2. ROOF EAVE TO RIDGE HEIGHT .97 .97 .97 .97 1.22 1 .97 1 .94 .94 .94 .94 ,94 SECTIONS OF WALL WITH NO VERTICAL OR HORIZONTAL OFFSETS. 3. WALL HEIGHT .95 .95 .95 1 1 1 .95 .95 .9 .9 .9 ,9 .9 D HOrTIa o:)aH3 C"Orr 10003 0H3 - - "-- " - ., . -= 4. NUMBER OF BWL PER DIRECTION 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.3 1.3 1.3 1 1 2TH3r,13511UO3R -»-+- - - 1. BRACING REQUIREMENTS AS PER TABLE R602.1D.3(1)FOR 140 MPH • I r:rr:!:r• !r> r!�z, "r;:•:t ^r, o+:,t't•C:Isnsq nutoR 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 Yo•rr,lw� :!:t' E3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 5. ADDITIONAL HOLDOWNS 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE r SHALL BE OFFSET NOT MORE THAN 4 FEET. 6. GYPSUM BOARD OMITTED v r n:l,ry:!ir: iz e. . i:.:v! >:.:i;ol"t•S :a e�nstzi0 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL • ,., r..rt .n+:r.u.:• THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. 7. GYPSUM BOARD FASTENING +i7 r;t r!¢.c'a z w 'Nei t''wd Iu, X1 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH n"''""`!``'"''`^"'` ---• - - � _ - _ END OF A BRACED WALL LINE to,ra •ter!!n!h rn}1r:!V^-r,i r!r02 nwob-btoH a"OrriaHoo a03 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL RESULT REQUIRED BRACED WALL LENGTH(FT) 15.6 15.76 15.6 4.8 27 12 20.4 5.2 7.25 3.8 7.25 5.3 5.3 UJ r -f";nr..•r 1-a,v! aarvsb PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER IRC FIGURE V,::'x.l ur ,IF.,t l:,:,t ir:rnr:!,!nlrot•1r"r! R602.10.2.2 TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 5.25 8.5 - N2A.p=dlt,mnl EOC=loo11.m,"P.2 S=rinnl�:12 roi c.ot.SWI 3RU013 PER PLAN BRACING LENGTH PROVIDED (FT) 23.3 17 18.16 8 30.83 16.58 28.6 24.5 20 10.7 18.5 19 10.9 Cn e3HI1 JJAW 033ARS F103 ZHOITIG1403 O43 OHIHTA3H2 2000HIT003 HTIW _ COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y Y Y Y W D a.Linear interpolation shall be permitted 4< z b.The total adjustment factor is the product of all applicable adjustment factors. ^ I U I Q I c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines (`,.I/1 Q ' I `- ' provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. 0 I � M 00I co M 35-1 W/2" m 4'-0" N N w J cnwp , 1 31-4114'-0" m281-011 4'-011 O 4'-0" 4'_011 4'-0" 1 0. W 1 1 I I I 1 5'-5% 7'-7%" I O (D J 1 7 CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP I CS-WSP CS-WSP I ^'000 :DO I I CS-WSP A W U) U) m N o o I o E° fA fn »- C 2 rn a0 �j U V V U I ' U m•° o rn BWL 1-1 `r v I I BWL 1-1 BWL 2-A 0m r 2 y N o L - - - --- - -- - - - - - - - - - - - - - - - �I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - v m - - I - - - - - - - a� m �'� �' a � U ^� C C•Z O O U N y L) f0 I FZ I I m oma o� �.om 0 ��1j� , aa� co oov° o 1 "I ' 2 O.2 - 11 fA V O V I C a U y Y Y m N y 0 C O f9 ff n 0 C ct IO ° m3 cof22L � 1 r ' 1 ' C N N. O 4- LC 11oo, ' I I d ao �S c c co I ( I ri O Q U 0 L ° 2 -^t to ' O V) uoN�n � E � � ° nU ' cc m10cu m � � °LEM U �° � 8CCu � hL- mEnSoa 1 , 1 1 ' I- L? (h 1 1 I N O (D - - - - z 1 N - - - - N ' --------- O0 -------- �J ' I _ I 1 zo 1 co ------------ --------- - ry ro a � ' - -- - , >> I - --- ti ---------- Q C' U I ------__ O I - - --- �- .......... ' - ---- ----- co I .........4. Lt.l I -------- _ -- _ aaaaaaaaaa f- I , d lL , I z ------ ------ ' -- CD SIMPSON HDU2 I Cl) CV - ---- •--- ------I---------- a I ------- -- o co HOEDOWN ' 3'-5'/z" 13'-7'/" ; _ I 1 - -- - [w W I ALLOWABLE 1 ' cD cn ------ � a W U�/•, LOAD:3000 LBS I - ___ -_ , ( BWL 1-2 co U I - _ Q U) _____ I __ ___ _ BWL 1-3 ' I GB METHOD _ BWL 2-B - o - - - - - - - - - - -I- - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - TABLE R602.10.4 ; - - - - - - - - - - - - - - - - - - - - -� o L I 7"O.C.AT PANEL EDGES ' 00 INCLUDING TOP AND I w co i BOTTOM PLATES,7"IN FIELD ' CS-WSP CS-WSP CS-WSP CS-WSP ALL HORIZONTAL JOINTS =o ' CS-WSP h BLOCKED AND Q � END OF ' I FRAMING CONNECTIONS ; I =w z I BRACE ALL AS PER DETAIL 2 ON DWG 2 -- u?Q_ u� N Cn CS-PF CS-PFI -----------I---------- U ALLOW I C -WSP I CS-WSP CONTINUOUSLY SHEATHED I , ' D-,z Z) N ' PORTAL FRAME.SEE DET 3 ' Z¢O 0 I ON DWG-2 AND ' � I Z ' FIGURE R602.10.6.4 I ; a 4'-0" 1 3'-4'/a" ' il'I U I I `l{ - 1'-10'/� 1'-10'/z" o I , , C? I 1 v 1 3101, 3,_3,/„ 3,_6,/11 Yz 11 5'-0" 1- - - - 1 - - - - - - - - - - - - I - - - - - - - - - - - - - FSI v ' _ - BWL 1-4 t'h 00 ------------------- o I ' O I LL N I N cz n_ _ I J J M 777 777,_777 U 04 m m 1 ST FLOOR WALL BRACING PLAN POST 1 13'-0'/2" I 5'-0" nD` CS-WSP CS-WSP CS-WSP HR SCALE: 1/4" = 1'-0" I TYDPICAL 4'-C" 32'-5" 4'-0" 7'-7Yz' 4'-011 �? t / ' ,t 06 Ij 161/4" 591-0112ND FLOOR WALL BRACING PLAN I 1 1 1 I 1 CO Q I SCALE: 1(4" = 1'-01, IN G 1 ml m mI MIEW1 NOW mill 11.1 1 Continuous Ridge Vent TYPICAL ROOF CONSTRUCTION Class A Asphalt Roof Shingles w/ Ridge board fasteners per manufacturer's specification and IRC 2015. R802.3.2 COLLAR TIES 12 Ice & Water barrier as per IRC section R905.1.2 SHALL BE NAILED with 4-10d Note: Double underly t irequired BOX NAILS IN ACCORDANCE ( ymens WITH FASTENING SCHEDULE 9 for Roof slopes between 2 On 12 and 4 on 12) GUARD RAIL NOTE: Framing As per plans with 1/2, exterior grade Porches, balconies or raised floor 11 span rated structural plywood Sheathing, surfaces located more than 30 inches 12 2x4 CT @ 48" oc Nail to framing in accordance Fastener above the floor or grade below shall Schedules & Strapping per detail sheet(s). Typcial Nailer have a railing not less than 36 inches RAFTER/CEILING JOIST HEEL 9 D Flashing per IRC R905.2.8 2x Nailer with 114" lag bolts in height. Railings shall have Top rails and JOINT CONNECTION at 16 on Center. SHALL BE NAILED Balusters and Bottom rails that are ( TYPICAL SOFFIT CONSTRUCTION. Simpson LPT4 connector to TOGETHER IN ACCORDANCE ATTIC Each Rafter. NO MORE THAN 4 INCHES APART. WITH TABLE R802.5.1(9} 12" overhangs-typical EXCEPT: the traingular openings formed (STHDS G-1 FOR H ABLE)AT 6" Wood fascia & 6" Wood rake boards. by the riser, tread and bottom rail of the TOP OF PLATE RAFTER TO STUD. lk Trim In aluminum Or use "azek" or equal simpson H2.5 Guard rail at the open side of a stairway - - - - Metal drip edge per IRC R905.2.8.5 W each are premitted to be of such a size that a ( ~ Fully Vented Vinyl Soffits joist to girder 6 inch sphere cannot pass through. U R-30C BATT 2X8 LEDGER i Simpson BC INSULATION LAG SCREW TO TYPICAL EXTERIOR WALL post cap Built Up Wood Header Open sides of stairs with a total rise of _ STUDS @ 16"oC 2x6 Doug-Fir Wood Studs @ 16" oc. I._ i Block Out with Plywood SIMPSON SKEWED L.A. �"d more than 30 inches above the floor or � HANGER @ EACH Double top Plate and Single Sole Plate. flush with post, and Trim CLOS Lo I with 5/4" Pine or Aluminum. grade below shall have guards not less 00 Bedroom #3 Bedroom #4 RAFTER 1/2" exterior Grade - Span Rated 2x6 ledger nailed to than 34 inches in height measured li 2x6 Rafters 16"°� Continuous Structural plywood Sheathing. -- framing and Toe nail vertically from the nosing of the treads. 2x4 Ceiling Joists 16"o� Fastened per Fastener schedule. v! Ceiling Joists with 3-8d i TOP OF S RELOOK t vec House Wrap ore equal. W nails Porch Column or y p q f Post-see plans _ _ _ _ Vinyl or Wood Siding as per clients selection I TOP OF P ATE installed er manuf s ecs and IRC code. DECKING STAIR HANDRAIL NOTE: - - - - � Cont. load path strapping installed in accordance ^ .. TYPICAL connect post to joists Provide Handrail on at least one side VINYL SOFFIT ON� with drawings. Provide Fire Blocking in accordance C) O FLOOR SYSTEM ! Simpson Half Base of each continuous run of treads or flight ENGINEERED FURRING STRIPS with IRC 8302.11 & 8302.11.1 andry fasteners: 4-16d each surface with FOUR OR MORE RISERS. FLOOR W JOISTS Draftstopping per R302.12 & R302.12.1 r^ Handrail Height measured above DINING v)0 O simpson H2.5 stair tread nosing, shall not be less than o each 34 inches and not more than 38 inches. TYPICAL FLOOR CONSTRUCTION joist to girder KITCHEN 3/4" Plywood Span Rated Subfloor, All Handrails shall be continuous the full ROOM Glued and Nailed in LLI TYP.DECK LEDGER- �� TYP.COVERED length of the stair from a point directly i- _ accordance with the fastener schedule. 0 SEE DET. ON DWG 2 �� PORCH FOOTING above the top riser of a flight to a point (D Floor joists and Bridging as per Code. SEE DETAIL directly above the lowest riser of the flight. 0 ON DWG-2 Handrails adjacent to a wall shall have a TOP OF S RELOOK J - - - - TYPICAL FOUNDATION CONSTRUCTION space of not be less than 1-112 inches TOP OF F UNDATION j in accordance with chapter 4 between the wall and the handrail. - - - - 3000 psi Air Entrained cast-in-place concrete see IRC code for exceptions. Refer to ENGINEERED ) FIRE PROTECTION OF FLOORS: wall On Cast-In-place Concrete Wall Footing per E s IRC Code for grip size specifications. Jo°Os ��CEI GYPSUM BOARD ON ENTIRE R403. refer to Foundation Plan for footin size & ° o � CEILING ABOVE BASEMENT ° g ATTACHED TO THE UNDERSIDE �� thickness. Concrete Horizontal and Vertical ..y E N y o 0 OF THE JOISTS. Reinforcement per IRC Chapter 4. & gen note #6. o p- o 0 s :, o`, N C) INSULATION BATT Damproofing per R406. 2- 2x6 approved ` o N o- a o L o INSULATION �� '� 00 Bottom of °' treated Sill Plates, Sill Seal And Termite shield per � = o o N� 8.2 Footingt0 BASEMENT 2 o-0 �� N �� Y Section R318. Anchor bolts per Foundation Plan a� Y m e,� be 36" below �I t & 0 3: and R403.1.6 N._ 3 ,- o Grade Minimum o o o o 2 a s Typ. basement Slab TOP OF FO TING ° ' INSULATION SCHEDULE = r ` N e �' 3oE Insulation requirements shall comply with the L o --L o ° Continuous Ridge VentUJ I energy efficiency requirements as per IRC chapter 11 L M ` 2.�� C nmE � CUm idge board energy conservation and NYS 2017 uniform code supplement. `) " z Q 0 �° O r ° a� � n E m (1)coCS w R802.3.2 COLLAR TIES SECTION — A ~ o U)w o• _r_ CM E a.=° a SHALL BE NAILED with 4-10d INTERIOR WALL FINISH OX NAILS IN ACCORDANCE �� _ �� Provide 1/2" Gypsum Wall Board on ceilings JOINT ICEILING JOIST HEEL 12 WITH FASTENING SCHEDULE SCALE: 1 /4" = 1 -O and walls except basement walls & clgs - unless JDIINT CONNECTION SHALL BE NAILED 2x4 CT @ 48" oc TOGETHER IN ACCORDANCE 9 D 12 FIRE BLOCKING SHALL BE INSTALLED noted. Min 1/2" Moisture Resistant Wall Board on WITH TABLE R802.5.1(9) IN ACCORDANCE WITH IRC R302.11 Ceiling and all walls in Bathrooms (humid areas) (SEE DWG-1 FOR TABLE) 9 THRU R302.11.2 AND DRAFTSTOPPING and 5/8" cement board on walls and ceilings in wet areas. WITH SIMPSON H2A AT EACH PER 8302.12 THRU 8302.12.1 g RAFTER TO STUD. ATTIC R-30C BATT Provide 5/8� Fire Rated gypsum wall Board on walls IRC 8806.3 and ceiling located as per code, manufacturers MIN. 1"AIR GAP INSULATION requirements and drawings. BETWN INSULATION AND SHEATHING 8302.13; FIRE PROTECTION OF FLOORS: TOP OF PLATE EXCEPTION: #3. NII INSULATION SCHEDULE shall comply with Res-Check 1. THE AGGREGATE AREA OF THE 8802.3.2 LAPPED JOIST p y - UNPROTECTED PORTIONS DOES NOT SHALL BE NAILED with 4-16d insulation requirements of 2015 IRC & EXCEED 80 SQ FT PER STORY �Lu u COMMON NAILSIN ACCORDANCE the 2016 NYS IECC Supplement I- O WITH TABLE 8802.5.1(9) 2. FIREBLOCKING IN ACCORDANCE WITH 00 Z ao BEDROOM #2 Unfinished 2nd Floor Location R-value Thickness SECTION R302.11.1 IS INSTALLED ALONG o 0 Storage Only Uninhabitable Attic Flat Clg * R-30c 8-1/4" THE PERIMETER OF THE UNPROTECTED p Q PORTION TO SEPARATE THE UNPROTECTED cl Lu Floor(unheated space) R-30c 8-1/4" PORTION FROM THE REMAINDER -J 6i ENGINEERED Exterior 2x6 walls R-21 5-1/2" OF THE FLOOR ASSEMBLY. w U TOP OF SUBFLOOR /FLOOR air seal walls to pass 3 air changes per hour ¢ W JolsTs Above grade attic walls R-15 3-1/2" TOP OF PLATE- — All Glazing U = .30 SCGH: .30 1/2"THICK GYPSUM ENGINEERED FLOOR JOIST L�Doors-less than 50% glazing U = .40 BOARD LAYED ON WITH A MINIMUM FLANGEOF 1-1/8"X 2"WIDE. Door-more than 50% glazing U = .30 SCGH: .30 TOP FLANGE WITHOUT ANY FASTENERS. 3"(R-30)MINERAL WOOL INSULATION Other Specifications: LAYED ON TOP FLANGE WITH FAMILY ® ® • >- 100% high efficiency lighting (CFL's or LED's) INSULATION STAY WIRES 24"APART MANUFACTURER:"ROXUL" CDROOM � 2 CAR • < 3 air changes per hour I • >_ All Energy Star appliances R-30C BATT INSUL AS PER INSULATION SCHEDULE GARAGE FIRE PROTECTIVE OPTIONS R403.6 Mechanical ventilation shall be provided that N FLOOR EKED meets the requirements of section M1507 of the IRC FOR I-JOISTS FLOOR SYTEMS E.-� a JOISTS COMPLIANCE WITH:R302.13;FIRE PROTECTION TOP of suBFLOF FLOORS: EXCEPTION:#3.ooR - _ _ 8403.7 Heating and cooling equipment shall be � w � TOI= OF FOUNDATION _ sized in accordance with ACCA manual J by a Z °. [CU certified third party rater.° PITCH TO DOORS ° R-30C BATT - - - °v INSULATION � � b M 0 LVL GIRDER �./ r O -� FIRE PROTECTION OF FLOORS: o. 1/2"GYPSUM BOARD ON ENTIRE OI CEILING ABOVE BASEMENT O 00 ATTACHED TO THE UNDERSIDE ° OF THE JOISTS. ° BASEMENTE DAR -"' .a r o TOP OF FOOTING TYP.BASEMENT SLAB � SECTION FIRE BLOCKING SHALL BE INSTALLED .c0 PROVIDE FIRE BLOCKING IN : ~ SCALE: 1 /4" = 1 '-0" IN ACCORDANCE WITH IRC 8302.11q; �^ � 0�0 THRU 8302.11.2 AND DRAFTSTOPPING ACCORDANCE WITH 8302.11 iT ey0 PER R302.12 THRU R302.12.1 OF THE IRC RESIDENTAIL CODE, �'*,,E'0 ��1, ;