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42537-Z
�pg�F OF Town of Southold 9/23/2019 P.O.Box 1179 C3 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40714 Date: 9/23/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 765 Pequash Ave, Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.-7-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/2/2018 pursuant to which Building Permit No. 42537 dated 4/5/2018 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 FRONT AND REAR COVERED PORCHES AND REAR SECOND STORY DECK, AS APPLIED FOR The certificate is issued to 765 Pequash Ave Corp of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0220 04-16-2019 ELECTRICAL CERTIFICATE NO. 42537 02-21-2019 PLUMBERS CERTIFICATION DATED 09-18-2019 eiie Piecuch u 0 ' d Signature FFn�K TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • 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#: 42537 Date: 4/5/2018 Permission is hereby granted to: 765 Pequash Ave Corp C/O David Jude Jannuzzi, Esq 13235 Main Rd Mattituck, NY 11952 To: demolish existing dwelling and construct new single-family dwelling as applied for per SCHD approval. At premises located at: 765 Pequash Ave, Cutchogue SCTM # 473889 Sec/Block/Lot# 103.-7-25 Pursuant to application dated 2/2/2018 and approved by the Building Inspector. To expire on 10/5/2019. Fees: DEMOLITION $482.80 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,654.00 CO -NEW DWELLING $50.00 Total: $2,186.80 Buil In ctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00, Additions to accessory building$25.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 765 Peguash Ave. Cutchogue House No. Street Hamlet Owner or Owners of Property: 765 Pequash LLC Suffolk County Tax Map No 1000, Section 103 Block 7 Lot 25 Subdivision Filed Map. Lot: Permit No. �' 2� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporraaryl Certificate Final Certificate: �/ (check one) Fee Submitted: $ IJV Applicant Signature Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® ® �® roger.richert(Q-town.south old.ny.us cou ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: 765 Pequash Ave Corp Address: 765 Pequash ave City: Cutchogue St: New York Zip: 11932 Building Permit#: 42537 Section- 103 Block 7 Lot. 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor. DBA: Wilcenski Electric License No: 4723-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 36 Ceiling Fixtures 27 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 11 Wall Fixtures 7 Smoke Detectors 4 Main Panel 200a A/C Condenser 1 Single Recpt 3 Recessed Fixtures 15 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 30a Emergency Fixture Time Clocks Disconnect 200a Switches 40 Twist Lock Exit Fixtures TVSS 11 11 Other Equipment: 2-combination smoke / co detectors, 2-paddle fans, 2-bath fans, range hood, 8-ARC fault circuit breakers Notes: Inspector Signature: �ZDate: February 21 2019 81-Cert Electrical Compliance Form.xls fg{ aso Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 F1 BUILDING DEPARTMENT R �� TOWN OF SOUTHOLD SEP 1 8 2019 CERTIFICATION Date: Building Permit No. 2 S-3 7 Owner: '7�6 -Peclua,+- Ak, . (Plea&print) Plumber: Q ra d A'e wc A (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (P tubers Signature) Sworn to before me this tk day of �qkm LQ�A , 20 Notary Public, County TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30, �� of sou # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION, [ FOUNDATION 1ST lVJ [ ] 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: n v I 00 1 OV foo bkot S b DATE INSPECTOR �522 / *OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 765-1802 - INSPECTION ' 65-18021NSPECTION [ ] UNDATION 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: JI- ll�f^o YOK� 6)Y,-Vl -1-0Vil r4 DATE INSPECTOR � o ��yU0UNTI,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING A/6[ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: SP/ / 0 Sv iv 79D �A Q DATE INSPECTOR 00 hO��pF SOUryo� f # TOWN OF SOUTHOLD BUILDING DEPT. `y�ourm a�' 765-1802 INSPEC ON-- [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ti fton� I DATE I INSPECTOR volvt 1 pF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 INSPEC I [ ] 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: � fQi�vcr� DATE INSPECTOR OF SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. �ycoum, 765-1802 INSPECTION --:) -�7 - [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 0 ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR <-` r N �6 OF SOUlyOlo # TOWN OF SOUTHOLD BUILDING DEPT. MUM, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLEG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: () CAW fbAM 4 oar V JFV� (4fW%'VA, P, AA,/ AY e civ (�i V41 r�lp►�I�. (26W 7t-o- CUAA s DATE INSPECTOR OE SOUT'yo� # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 �4,�C, INSPECTION - � [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: J DATE °�� °L INSPECTOR c - * TOWN OF SOUTHOLD BUILDING DEPT. Q urm,N�' 765-1802 INSPECTION ` - I FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATI0N [ ] FRAMING /STRAPPING [ FINAL /Vb [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 05101 44- _Y,SMUI � AMP%Al mo� (AM45 DATE Y INSPECTOR Ilniv '50 At k rir mJRPL -4K,. L 1041 1I l A i .�406 , a � • 4t ddft ;!w •, •� ' � �� _ _ .yam � - i /' ,�* - w � I sproy Foam h®91G5 PO Box 408 Mastic, NY IPM Co31-742 99% SEP 1 7 2019 License # 49874-44 GFRTIRGATE OF INS Joe WO-'- IL (7�� DATF- o>= t►yss-AL TioN T J AI r— Exterior Wars TYPE INCHES K- VALUE TYPE INCHES K-VALUE OPEN CELL FORM - - OPEN CELL FORM _----- CLOSED _CLOSED CELL FORM _�/� +e' � rL CLOSED CELL FOAM FIBEKOLA55 3®15i_Ar!L --E5-0 mr-BE,KGLASS 3— CELLULOSE CELLULOSE Cellar C.e,itrt9 Crawl Space TYPE INGNES K-VALUE TYPE INCHES K-VALUE OPEN CELL FOAM _____ _ ___ OPEN CELL FOAM _____ ----- CLOSED CELL FORM _____ _ ._ CLOSED CELL FOAM FIBEKOLA55 4� _ �FIBEKGLR55 __ —__-- CELLULOSE _ CELLULOSE E 1 r6 ` l FIRE CAULKED TO CODE DATE OF NSTALLATiON_ FIFE BLOCKED TO CODE c/ DATE OF IIN.STRLLAiTiON AIR SEAL SUBSTATE To CODE ✓ DATE of m5rAL.LATm !, _ -�--`�"Lb L .�________---_cerfi�y *4f-the residence referenced above was Inviated as per " Proposal by LxMerlhameowner, and the ins+allation was coM=+ed in con-Pormartce io, applicable codes and si-andw-cls and rejulaHms //J11 AcUMOK ZED S*NATURE TURE SEP32019 NEW YORK BUILDING '' `',�,•� j'T° Q TECHNOLOGY T'VyilliTed�'itZft`..✓�� GROUP Affidavit Of 2015 IECC Compliance Date: 2/15/2019 Inspection Address: 765 Pequash Ave, Cutchogue NY 11935 This is to Certify that on 02/15/2019 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: 53ACH Conditioned Floor Area: 2072 Blower Door Test Result: 637 Conditioned Volume: 22274 Leakage in ACH50: 1.72 402.4.1.2 2015 IECC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 lof conditioned floor area. System 1: Main Leakage CFM@25: 44 Supply R-value: 8 Return R-value 8 System 2: Leakage CFM@25: Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 44CFM@25 Leakage Limit: 82.88 JCFM@25 *** EXCEPTION-All ductwork and air handler is located within the building thermal envelope. 403.3.3 2 2015-IECC-Cosn,pliance: PASS Signature of Certified RESNFT HERS Rater: HERS QA Provider: - = Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Cindy Zeis J� , ' _ -Certification #4337401 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc. and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com NEW YORK (BUILDING D T E C H N O L O G Y GROUP Affidavit Of 2015 IECC Compliance Date: 2/15/2019 Inspection Address: 765 Pequash Ave, Cutchogue NY 11935 This is to Certify that on 02/15/2019 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: <_3ACH Conditioned Floor Area: 2072 Blower Door Test Result: J637 Conditioned Volume: 1 22274 Leakage in ACH50: 1.72 402.4.1.2 2015 IECC Compliance:I I PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 lof conditioned floor area. System 1: Main Leakage CFM@25: 44 Supply R-value: 8 Return R-value 8 System 2: Leakage CFM@25: Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 44 CFM@25 Leakage Limit:_ 82.88 JCFM@25 *** EXCEPTION-All dactimork and air handler is located within the building thermal envelope. 403.3.3 2 2015 IECC Compliance: PASS Signature of Certifidd RESNET HERS Rater: HERS QA Provider: Performance Systems Development _ 124 Brindley Street, Ithaca NY 14850 ` Provider ID#: 1998-072 CintlYi�js, ~Certification #4337401 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc. and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax: 631 509 4538 Email: NYBTGTB@gmail.com New York Building Technology Gi 159 Rt.25A, Bldg. 1 Sui NEW YORK &IBUILDING Miller Place, NY 11 TECHNOLOGY GWOUt+ Tel (631)495-0289 Fax(631)389-2 Combustion Safety Testing Form Certified Home Address: 765 Pequash City: cutchogue Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: 1521573605 Builder Tracking #: Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 02/15/2019 Outdoors Temp During Test: 50 OF CAZDgpressurization (Note:Net Change=Test Pressure-Base Pressure) Base Pressure: NA pa. CAZ Ambient CO: 0 PPM Test Pressure: NA pa. Appliances/Fireplace Simulated for Test?Yes No Net-Change: 0 pa. If Yes,Total CFM Simulated (explain to notes) NOTES: eating System Primary:Yes X No Tvue:Furnace X Boiler Heat Pump Other Venting Tvne3 DraftSin llaire Sin llaQe Co co E tcienc Fuel Tvnez Pascal (Wo Case (Natural) (Worst Case atur Rating:95 AFUE N P X O E N V M S X NA Pa. Pass X Fail Pass X Fail NA PPM NA I Primary:Yes x Tyne: Standard Tank_Indirect_Tankless_ Size:_ Style4 Common Ver Water Heater No_ Instantaneous X Commercial_(See Note 5 below) (Gallons) Stand Alonf Venting Tvne3 DraftSin llage Sip llage Co CO E Fuel Tvne2 Pascal orst Case atural orst Case atEF,!,cienc 5LF5 N P X O E N M S X NA Pa. Pass X Fail Pass X Fail NA PPM NA I DVen Oven is Electric or No Oven Exists El Oven Range Hood Vented to Outside Yes X No Oven CO 77 PPM Ambient CO(During Oven CO Testing) 8 PPM —'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2Fuel Type: N=Natural Gas P=Propane O=Oil E=Electric 3Venting Type: N=Natural/Atmospheric V=Natural/Atmospheric PLUS Vent Damper M=Mechanically Assisted S=Sealed(Two Pipe) NOTE:, - If the Venting Type selected is M,no Draft test is required for that appliance. Af the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. _ -n C7 test IS REQUIRED for all appliances regfardless of Venting Type,if the exhaust vent is accessible. 4Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 31Watr r Heater Efftciency: 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 -jfWater Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Tom Baccarrella Rater Number: 358734-1 Rater Signature: �_�� Date: Jul 25, 2019 New York Budding Technology Gi 159 Rt.25A, Bldg 1 Sui NEW YORK1mrIGROU PBUILDING Miller Place, NY 11 TECHNOLOGY Tel. (631)495-0289 Fax(631)389-2 Combustion Safety Testing Form Certified Home Address: 765 Pequash City: cutchogue Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: 1521573605 Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 02/15/2019 Outdoors Temp During Test: 50 OF CAZ Depressurization Note:Net Change=Test Pressure-Base Pressure) Base Pressure: NA pa. CAZ Ambient CO: 0 PPM Test Pressure: NA pa. Appliances/Fireplace Simulated for Test?Yes No Net Change: 0 pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary-Yes x No Tvae:Furnace x Boiler Heat Pump Other 1 Venting Tvpe3 DraftSpillage S iSn 11aQe CO Co Efficiency Fuel Tvpe2 Pascal (Worst Case (Natural) (Worst Case atut Rating:95 AFUE N P x 0_E_ N V M S x NA Pa. Pass X Fail Pass X Fail NA PPM NA I Primary:Yes x Type. Standard Tank_Indirect_Tankless_ Size:_ Style4 Common Ver Water Heater No_ Instantaneous x Com— Note 5 below) (Gallons) Stand Alonf Efficienc Fuel Tvpe2 Venting Tvpe3 PMA Sin 1laQe S io llage CO Co Pascal (Worst Case (Natural) (Worst Case atm EF: 95 N P x 0 E N M S x NA Pa. Pass X Fail Pass X Fail NA PPM NA I Oven Oven is Electric or No Oven Exists El Oven Range Hood Vented to Outside Yes x No Oven CO 77 PPM Ambient CO(During Oven CO Testing) 8 PPM (Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2Fue1 Type: N=Natural Gas P=Propane O=Oil E=Electric 3Vendng Type:, N=Natural/Atmospheric V=Natural/Atmospheric PLUS Vent Damper M=Mechanically Assisted S=Sealed(Two Pipe) NOTE:-�. I;the Venting Type selected is M,no Draft testis required for that appliance. °If phe Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regfardless of Venting Type,if the exhaust vent is accessible. 1 4Wnter Heater_Style: = Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Oer Heater Efciedtcy: 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: Tom Baccarrella Rater Number: 358734; Rater Signature: , Date: Jul 25, 2019 New York Building Technology Gi 159 Rt.25A, Bldg. 1 Sui NEW YORK ® BUILDING Miller Place, NY 11 ' r e c e a o o e r caouv Tel (631)495-0289 Fax(631)389-2 Combustion Safety Testing Form - Certified Home Address: 765 Pequash City: cutchogue Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: 1521573605 Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 02/15/2019 Outdoors Temp During Test: 50 OF CAZ Depressurization (Note:Net Change=Test Pressure-Base Pressure) Base Pressure: NA pa. CAZ Ambient CO: 0 PPM Test Pressure: NA pa. Appliances/Fireplace Simulated for Test?Yes No Net Change: 0 pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary:Yes x No Tvne:Furnace x Boiler Heat Pump Other Venting vpe3 Dra Sin 11aQe Sin lla�e CO Co E tcienc1 Fuel Tvpe2 TPascal (Worst Case (Natural) (Worst Case atut Rating:95 AFUE N P X O E N V M S X NA Pa. Pass X Fail Pass X Fail NA PPM NA I Primary:Yes x 'Ione: Standard Tank_Indirect_Tankless_ Size:_ Style4 Common Ver Water Heater No Instantaneous x Commercial (See Note 5 below) (Gallons) Stand Alone E tcienc Fuel Tvpe2 Venting Tvpe3 Draft SpillageSip Ilage Co Co Pascal (Worst Case atural (Worst Case (Natu� EF: 95 N P x O E N M S X NA Pa. Pass X Fail Pass X Fail I NA PPM NA I Oven Oven is Electric or No Oven Exists El Oven Range Hood Vented to Outside Yes x No Oven CO 77 PPM Ambient CO(During Oven CO Testing) 8 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2Fuel Type. N=Natural Gas P=Propane O=Oil E=Electric 3Ven ting 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 REQUWD for all appliances regfardless of Venting Type,if the exhaust vent is accessible. 4Water Heater Style:: r f� Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) SWater 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 Nater Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Niific:' Tom Baccarrella Rater Number: 358734 Rater Signature: �j Date: Jul 25, 2019 NEW YORK :• (GROUP BUILDING f� T E C H N O L O G Y Affidavit Of 2015 IECC Compliance Date: 2/15/2019 Inspection Address: 765 Pequash Ave, Cutchogue NY 11935 This is to Certify that on 02/15/2019 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness:(Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: <_3ACH Conditioned Floor Area: 2072 Blower Door Test Result: 637 Conditioned Volume: 1 22274 Leakage in ACH50: 1.72 402.4.1.2 2015 IECC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 lof conditioned floor area. System 1: Main Leakage CFM@25: 44 Supply R-value: 8 Return R-value 8 System 2: Leakage CFM@25: Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 44 CFM@25 Leakage Limit: 82.88 CFM@25 *** EXCEPTION-All ductwork and air handler is located within the building thermal envelope. 403.3.3 2 20151ECC 6mpliance: PASS Signature of Certified RESNET HERS Rater: HERS QA Provider: _ - Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Cindy Zeis',, J -Certification #4337401 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc. and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone:631495 0289 Fax:631509 4538 Email: NYBTGTB@gmail.com NEW YORKo IDUILDING f.k0U 159 Rt. 25A, Bldg. 1 - Suite B Miller Place, NY 11764 Telephone: 1 631 495 0289 Fax: 1 631 389 2808 765 PEQUASH AVE CORP Invoice Date Jul 25, 2019 1323 MAIN RD MATTITUCK, NY 11952 Page 1 Client ID#:8329 Account code: H/B Phone: (631) 680-1157 Cell: Q - Fax: () - Project No. 1796 Location Date Type Detail Amount Date Received: Mar 20, 2018 765 Pequash Ave Corp Jun 07, 2018 Charge Manual J 330.00 Date Completed: Jul 19, 2019 765 Pequash Jun 07, 2018 Charge Deposit 400.00 cutchogue, NY 11935 Jun 07, 2018 Charge Final 400.00 Jun 15, 2018 Payment Tx# 2072383612 (-)730.00 Amount Due (Project 1796): $400.00 ACCOUNT BALANCE DUE: $400.00 Please submit payment. Make check payable to: N.Y.B.T.G. • • • COMMENTS �� � • � �,_1►'i►lig ' � , ',' _ FOUNDATION(IST) �� 'z 'FOUNDATION (2ND) MEMO[ "ji A 2 Vii I V27% ff WE Kit � IROUGH FRAMING .i -- STATE ENERGY C. III jl11l11lj�ll � i 4 E ITS rill ;_ *►�-,ate � tLOW &WOF!7A fL�1 ;VWI it ADDMONAL COMMENTS 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALED \ Board of Health SOUTHOLD,NY 11971 v 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 J Survey SoutholdTown.NorthFork.net PERMIT NO, v Check --(3eptic Form N.Y.S.D.E.C. testees �C.O.Application --Mood Permit Examined 20 —Single& Separate D -atorm-Water Assessment Form F E B - 2 2010 Contact: Approved 20 Mail to: Robert Wilson Disapproved a/c L ;�1 ° PO Box 49 Southold NY 11971 TOWN OF SO O Phone: (631)504-8842 Expiration 20 Buil pector APPLICATION FOR BUILDING PERMIT Date January 31st ,20 18 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws; ordinances;building code;housing code, and regulations; and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) PO Box 49 Southold NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Agent Name of owner of premises 765 Pequash LLC (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 765 Pequash Ave Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 103 Block 7 Lot 25 Subdivision Filed Map No. Lot i � 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family residential. Demolish eAsting house and replace with new 2 story framed house,and accessory garage. 1st b. Intended use and occupancy floor 1041 sq.ft.2nd floor 1038 sq.ft. Porches 277 sq.ft.Garage 380 sq.ft. 3. Nature of work(check which applicable): New Building �/ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 12'-4" Rear 23' Depth 58'-6" Height 14' Number of Stories 1 Dimensions of same structure with alterations or additions: Front 25' Rear 25' Depth 54'-8" Height 29'-5" (to ridge) Number of Stories 2 8. Dimensions of entire new construction: Front 25' Rear 25' Depth 58'-6" Height 29'-5"(to ridge) Number of Stories 2 9. Size of lot: Front 50' Rear 50' Depth 200.13' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40 Medium density residential 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO 765 Pequash Ave. 14.Names of Owner of premises 765 Pequash LLC Address Cutchogue NY 11935 Phone No. (631)504-8842 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_� * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Robert Wilson being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (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 fat the work will be performed in the manner set forth in the application filed therewith. NOTARY R Bud S A�O NEW YORK No.01 DW6306900 E Sworn to before me this QUALIFIED IN SUFFOLK COUNTY --day of Fe—LyUcl,&4 2015COMMISSION EXPIRES JUNE 30,2D1 S� otary Public Signatbre of Applicant Scott A. Russell ,��°su '� ST0]Kl��l WA&TEIK SUPERVISOR z MA1vA\G]EM]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 v- 53095 Main Road-SOUTHOLD,NEW YORK 11971 ,0 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET FEB 0 6 201 ( TO BE COMPLETED BY THE APPLICANT ) DOES PIIS PROJECT I1VOI.VF, ANY OF `I'gIli FOLLOWING: Yes No (CHECK ALL THAT APPLY) [JE] A. Clearing, grubbing, gr\dding or stripping of land which affects more than 5,000 square feet of ground surface. 0 0 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous-area. OQ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. OQ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 0Q E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. Q[] 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 witF your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #' 1000 Date: Distract NAME: Robert don 103 7 25 2/1/2018 Section Block Lot FOR BUILDING PARTMENT USE ONLY*`** Contact information (631)504-8842 nhph—N—W Reviewed By: g Q Date —(P — E �J Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — 765 Pequash Ave. D Approved for processing Building Permit. tormwater Management Control Plan Not Required. CutCh09ue NY 11935 Stormwater Management Control Plan is Required. Worward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 3 APPLICANT: S.C.T.M. 1000 H A (Property Owner,Design Professional,Agent,Contractor,OtLer) —�-- �os�k C11C1C 1 ER �6 103 7 25 Stormwater Management Control Plan CHECK LIST NAME. Robert Wilson section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. ���rnr Date: �k The applicant must provide a Complete Explanation and/or Reason for not providing (631)504-8842 January 30th 2018 all Information that has been Required by the following Checklist! ,gnature eMPf—N_h' 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location&Description of Property Boundaries b. Total Site Acreage. O Q tE' c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§226-1702). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. On attached survey e. Limits of Clearing & Area of Proposed Land Disturbance. Lot was previously developed. No new clearing planned f. Existing&Proposed Contours of the Site (Minimum 2'Intervals) n attached survey g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& On attached survey proposed structures. I. Location of proposed Swimming Pool and discharge ring. No sm(imming pool present or planned J. Location of proposed Soil Stockpile Areas). -=IRP k. Location of proposed Construction Entrance/Staging Area(s). F 11F—: EAsting driveway to be used for constnictoon aringess 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing Shallinclude but not be limited to: _.� that the stormwater improvements are sized to capture,store,and infiltrate 9 A well maintained Construction Entrance, on-site the run-off from all impervious surfaces generated by a two(2")inch Wire Backed Silt Fencing, stabilization & rainfall/storm event. Seeding of exposed and/or inactive soils. 12 3. Details&Sectional Drawings For stor•mwater practices are required for approval. Items requiring details shall include but not be limited to: I I DRAINAGE INSPECTIONS ARE REQUIRED a. Erosion&Sediment Controls. 765-1560 before b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) I d. Leaching Structures (e. .infiltration basins,swales,etc.) that the dFainage has been installed to Code **** FOR ENGINEERI G EPART SE ONLY**** Additional Information is Required. 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 -P0 lcg�V[E no D JUL e 2 2018 F04 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD GDEPT. Town Hall Annex - 54375 Main Road - PO ,OOLD Southold, New York 11971-0959- y�Ql ' 'Telephone (631) 765-1802 - FAX(631) 765-9502 roger.richerta-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: T�c,�•-� Date: Company Name: A A i c6, �---�1 Name: c_ License No.: y7 2-:3- email: c,-,,,.s Address: P 'D . (_� Phone No.: ( 31 - 2_3 f- - b 2-7 dP JOB SITE INFORMATION: (All Information Required) C- Name: -7 o&zr �v-c Cir Address: (o Cross Street: Phone No.: Bldg.Permit#: q 7, 5-3 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF VVORK(Please Print Clearly) Circle All That Apply: Is job-ready for inspection?: YES NO Rough Iii Final � Do:you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size Ph 313h Size: 2-00 A #Meters Old Meter# ;, tNew Servi -ce Fire Reconnect- Flood Reconnect-Service Reconnected Undergroun Overhead nderground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION W - �do 82-Request for Inspection Formads a ot Town Hall Annex "ATelephone{531 9$02 54375 Main Road _ Fax(6311734--9502 P_ O. Box 1-179 0� t' Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED. WOOD CONSTRUCTION AND/OR TIMBER C04STRUCTION Date: Feb. 2nd 2018 Owner: 765 Pequash LLC Location of Property'_ 765 Pequash Ave. Cu'tehogue NY 11935 Please take notice that the (check applicable line);, ✓ Newresidentiai structure e Addition to existing residential S(rticdre (Rehabilitation to an exisffiig residential structure ; to be constructed.-or- {performed at the su4jpct propert-y dfgFQ.nce above will utilize (check applicable line): r= Truss type construction (TT) Pre-engineered wood construction (Pi(1/) ✓ Timber construction (TC), in the following iocation(s)(check applicable line): ' Floor framing, including girders and beams {(=) Roof frairaing (fi) ✓ Floor and roof framing (FR),. . Signature: Name"(person submitting this form): ' Robert:Wilson 6 Capacity(check applicable line): ! .Owner F " f ' __ ✓ _ -_- .Owner repees'entatiVe TrussResRegl5.docx Effscfive 111!2015 r r A�t�Syk°�.�c��i'• .. ���Z�� � �..�i'�"�`�1•:-?�:�rI=z �G�.�Sx`�.i��a'�c....,�R.�,,.�• 6" DIAMETER ZEFLECTIVE REDF r—' ROMAN ALPHANUMERIC PXs)11187 - -DESIGNATI'ON-OF CONS T RUCi IOP$ (PHIS} 11187(87 a''"��~ TYPE BASED ON SECTION 602 OF TETE BUILDING CODE OF NEW YORK STATE 2"N. REFLECTIVE WRITE 112" STROKE _._._.__.._.__—�:�.._ :•, .._ .�D�'�r+�l��t�irt�i�i�'-�'I�ts�c�';i�i�:'�.'� ...T. ._._.. . ___..... _.. � _..__._,:-s��....w.�t .... • TRUSS CONSTRUCTION w "F" FLOOR FRAM114G,-lRCLUi3iNG C�IdiAEI��i/�fi{I3;BElLbt1S:,�� . "R` ROOF PRkF1f41N0 . ' _ "FR" FI.QQR AND ROUF FRAMlt 6 TRLSS lDB\fllFiCXn0N.SlGN IDB �. :. NEW YORK STATS DEPAkTMtNT 'OF STATS RC DIVISION OF CODE ENFO EUENT T t AND ADMINISTRATION* Kenneth Stenger n a-}-1 o n l r Senior Supervisor C id Customer Fulfillment Department March 5, 2018 765 Pequash Ave. Corp. C/o William Toth P.O. Box 1672 Mattituck, NY 11952 E-mail: TOTHWMIM-GMAIL.COM National Grid WO#T102054045 Service Address: 765 Pequash Avenue Cutchogue, NY 11935 To Whom it May Concern: This letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, days but not more than 10 days prior to starting work, not including the date of the call. The number to call is either the nationally sponsored "611", or the local number for NYC/LI area, 1-800-272-4480.This confirmation letter of no active gas service line to the subject property does not relieve the excavator of making this "811"call. If you have any further questions, kindly contact me at 631-348-6150. �Respectfully, Kenneth Stenger Senior Supervisor Customer Fulfillment Gas NY D MAR 222018 TOWN OF SOZJTHOLD 1650 Islip Ave,Brentwood,NY 11795 T:631-348-6150 F:516-545-2333 kennelh.stenger@nallonalgrid,com www.nationalgrid.com PSEG Long Island Biuilding&Renovation Services 15 Park Drive Melville,NY 11747 LONG {{r mrrkr drtnAn trans frrr 1nrr. April 4, 2018 n _ Mr.David Jannuzzi PQ BOX 1672 Mattituck, NY 11952 U APR - 5 2010 Re: Electric Demolition Request ADDRESS: 765 Pequash Ave.,Cutchogue,NY 11936 ® �OI.D CUSTOMER PROJECT:9-66267 'rows 01 S Dear Mr.Jannuzzi, This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law (NYCRR Part 753) requires all contractors to call for a utility locate (NY 811) prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 516-545-4973 to procure a letter of demolition associated with natural gas service, whether or not your house or business uses natural gas. If you have any questions regarding the above, please contact Building 8a Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very'truly yours, Carolyn Mackin Manager Building& Renovation Services PSEG-LI ;3 ROBERTWILSON STORMWATER RUNOFF - PLAN PO BOX 49 SOUTHOLD NY 11971 765 PEQUASH AJANUARY 36TH 2028 NYCUTCHOGUE SCTM : 1000-103-'7-Z5 AREA 1o,005 S.F. ` SCALE 1T1= 201 D N �J . DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-156--0 before D Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. EROSION&SEDIMENT CONTROLS r r 1eTF, Shall include but not be limited to: t A well maintained Construction Entrance, Wire Backed Silt Fencing, stabilization & D TOMLS Seeding of exposed andjor inactive soils. sT ..1• 1 lLI�.YI.MW `'f APPROVAL OF STORMWATER MANAGEMENT COIVTRO P N -T Code r 236 Date• yF. D r`' Approved by. r` "� yt �. DRAINA E CALCULATIONS dt �� � j)gy WELLS PERSPECTIVE VIEW y4. HOUSE ROOF 3r WMIUM Mm AM]a] —�_ 1765 S.F. x 0.17=300.5 CU. FT. wmnvARere�lc. fig4 Ali �p; c f�F, PROVIDE MINIMUM OF 4 DRY WELLS (axe.10110 WM �4 �' nLrnRttoTN D � ;4. ,f'/ �p0.6 :9 = 33.4 VF R9QkX9- ��' a GARAGE ROOF ere®a M ttotN RNN.R'1N,o1NtD11Ne � 604 S.F. x 6.17=102.68 CU. FT. -'� ,�`�'4 i' ©� PROVIDE MINIMUM OF 2 DRY WELLS R��: �� � MSW '� UMMUMDRAINNEAREA fEYqg }�r ' DIAMETER x 6' DEEP OR EQUAL U]ACRE 1100 UNFAR FM FAENM DRAW ,�-.\ II �Q. ��4FE 1L-Q IIT' W 1,QRUNoFF 0.6&;:r-tc j&KT D w 1864 S.F. 0.17 =253.5 CU. FT. ,-coNTW000SALUM.avrreR �< � FRENCH DRY WELL 0. 8' DIAMETER EEP OR EQUAL a"x y'ALUMINUM IEADFR O, O 'Z � PIPE JOINT A71N.,o'ABOVEGRADC press 3 FVCSM4c PIPErr� NDS11D-WELVPRE-FAB TA �..—Z DRY WELL(OR EQUAL) Ie LAYER OF314 TO r,W RT�",,,^„� ROUND ROCK permits I draftinq i expedifinci Cal S.C.T.M. NO. DISTRICT: 1000 SECTION: 103 BLOCK: 7 LOT(S):25 LAND N/F OF JOHN REVENTLOW S45032'20"E 50.00' MON. MON. Y U 11.1'N o M 13.6'W 0.3'N 14.4'W 00 EXISTING 6' STOCKADE FENCE EL 31.8 EL 32.1 TO BE REMOVED 1\ o ® co O OD FP O c � 5.5' .. z O 19.0'. -1 ~' UC FND. LOCATION o O 05-05 •..TOP FND'-"` W o :- EL 31.4:'•0 v 5.5' U w � U � DDRY WELL MAY - 8 2018 ¢ 0 • EL 30.8 z BUILDING DEW. PN N TOWNOF SOUMOLD 9.5 N Of o ¢ ii.7' ' 10.0 Of li : U O •:"•:. � LL_ 13.3' "•. ::•'•.:::•:: '•' O z :•.;' U PROPOSED Z TYPICAL CLEAN OUT SLATE OR o " -"D. - 2 STY FRM. p '—� STOPPER END .'6. ... ... ON.'. DWELLING Z SUITABLE COVER OR PLUG 05-05-18. 3 BEDROOM :5 �:::: TOP FND: '• O FFL 33.0 a w :. :EL 31.7:,.:,.: O ( ) 30' ELBOW -- DWELLINGS=— DWELLINGS -_-_ _=_- _ - so• wrE== - - - — =- W/PUBLIC WATERW/PUBLIC WATER 150' o EL 30. N. '8.3'': 150' FLOW-► w 15.0' 16.T ': o'' 0.0 w CLEAN UT PROPOSED 5.9'N p o UNDERGROUND UTILITIES (RECOMMEND 5' SEPERATION PROPOSEDFROM WATER SERVICE) 3-4 BEDROOM SANITARY y 1000 GAL S.T. I ELEV. 29.7 (1)8'DIAxl2'DEEP L.P. 8;y17N , i OL DR BROWN 1.2' I DY LOAM Dorl EXISTING GRAVEL Z ,MIN ' SM BROWN DRIVEWAY TO I o.1's LOAMY SAND 1.5' P-4 BE REMOVED (ABANDONED) PROPOSED ' WELL PALE 215 I WATER LINE BROWN EL 29. `� MEDIUM YON. EL 29.1 SP SAND Mo". N45 9'lJ0 &"W� 50.0 ' GRAVEL EXIST. W.M. 14.3' U.P. EDGE OF PAVEMENT CL 29.6 29.2 FLEET NECK CL R �(50') ROAD NO WATER — . . _ . . _ _ . . � . . _ . . - 17' (PEQUASH AVENUE) - OCT.ocr10, K L EXISTING WATER MAIN K. WOYCHULS 7HE SUPPLY, AND FND. LOC. 05-05-18 DWELLINGS LOCA 770 SR SHOWN AREELLSFROM FIELDL oBSERVA 77ONSOOL AREA: 10,005 S.F. OR 0.23 ACRES W/PUBLIC WATER AND OR DATA OBTAINED FROM OTHERS. 150'- - ELEV477ON DATUM. NAVD88 UNAUTHORIZED AL TERA 77ON OR ADD177ON TO 7N/S SURVEY /S A VIOLA TION OF SEC77ON 7209 OF THE NEW YORK STA 7F EDUCA 77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COP LlY. GUARANTEES INDICA TED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMES1FD HEREON, AND TO THE ASSIGNEES OF THE LENDING 1NS77TU770N, GUARAN7EES ARE NOT 7RANSFERABLE. NTAL AGENCY AND LENDING ON SHALL ON 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 77-1E STRUCTURES ARE FOR ASPEC/F/C PURPOSE AND USE THEREFORE THEY ARE NOT IOR SUBSURFACE TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7NE EREC770N OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMEN75 EASEMENTS AND/OR SUBSURFACE S7RUGiJRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7NE PREMISES AT THE TIME OF SURVEY SURVEY OF:DESCRIBED PROPERTY MAP OR CERTIFIED TO: 765 PEQUASH AVE. CORP; FILED. FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK; SITUATED AT: CUTCHOGUE TOWN OF: SOUTHOLD SUFFOLK COUNTY, NEW YORK KENNETH M IPOYCHUK LAND SURVEYING, PLLC Professional Land Surveying and Design P.O. Bos 153 Aquebogue, New York 11931 FILE # 14-29 SCALE:1 "=20' DATE:MARCH 18, 2014 PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S LISC. NO. 050882 maintaining the records of Roberti. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 103 BLOCK: 7 LOT(S):25 LAND N/F OF JOHN REVENTLOW S45032'20"E 50.00' MON. MON. EL 31.8 EL 31.0 a SUFFOLK COUNr-t DEPARTMENT OF HEALTH SERVICES M APPROVAL.OF CONSTRUCTED WORKS FOR A SINGLE FAN11ILY REESIDENCE 00 The sem9e disposal and vralar S";ppl'I��I!iiiv�a at dais 1=11014 have been inspa:c46d and/or certified by thss D ep-3f imapt or oilier a,encies and found Q® O CO) be safisfedory FOR A",11VIU1 Citi 7 ov. :OOR.;S. O WA�►I a 5.5',... .... - z � Craig Knepper, P.E., Chief OL.___.f,V8Laste>Q_r_Management •••GARAGE:•.�•ry 0 o '-.GF 31.0.- o w 5.5o V) D H cD z J 1 Q Q Ld EL 30.5 EL 30.5 w g BALCONY : 11.7'' 10.0' v OVER Uo WOOD DECK o .13.3 : z W '•c�� z z O >- o ¢ z •-I > •�;.. '•:FRAME:•.•''•:':•''••.. lt1 o -'-'DWELLING'-...::, o �;: '• :'#765:*.. '.. '. • O _ •' L 32. . H EL 300 fS: 15.0' 16.7':. 'o W COVERED : I 3-4 BEDROOM SANITARYPORCH W 1000 GAL S.T. 13' 18.0' (1)B'DIAx12'DEEP L.P. 26' E 30.1 I , 31' UNDERGROUND 39' UTILITIES E--4 I ( x ) 10—MIN: I 0.11S a'M\N� FUTURE WATER LINE EXPANSION 215' EL 29. POOL J EL 29.1 - i �� a { � MON. N45 9'00"W� 5 W.M. 0.0 MON' '' �_ja SUN 1 8 2019 ; U.P. EDGE OF PAVEMENT CL 29.6 CL 29.2 FLEET NECK :(50') ROAD _ . . _ . . L . . . . . . . . (P EQ UAS H AVENUE) EXISTING WATER MAIN FINAL SURVEY 12-12-18 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS FND. LOC. 05-05-18 AND OR DATA OBTAINED FROM OTHERS AREA: 10,005 S.F. OR 0.23 ACRES ELEVA77ON DATUM: NAVD88 UNAUTHORIZED ALTERATION OR ADD177ON TO 7HIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY ORDESCRIBED PROPERTY CERTIFIED TO: 765 PEQUASH AVE. CORP; MAP OF: FIRST AMERICAN TITLE INSURANCE COMPANY FILED: OF NEW YORK; SITUATED AT: CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design + P.O. Box 153 Aquebogue, New York 11931 FILE # 14-29 SCALE.-J"=20' DATE:MARCH 18, 2014 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S LISC. NO. 050882 maintaining the records of Robert L Hennessy & Kenneth M. Woychuk 4 2-5 AEScheck Software Version 4.6.4 Compliance Certificate Project 765 Pequash, Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 19% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 765 Pequash Ave. Cutchogue, NY 11935 0 0 iM . o- o „ Compliance: 1.9%Better Than Code Maximum UA: 359 Your UA: 352 Maximum SHGC: 0.40 Your SHGC: 0.29 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 cost relative to a minimum-code home. Envelope Assemblies Assembly Gross Area Cavity I Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,037 30.0 0.0 0.035 36 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,037 45.0 0.0 0.023 24 Wall 1: Wood Frame, 16" o.c. 1,158 15.0 0.0 0.077 65 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.30 Window 1 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.30 - Window 1 copy 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.30 Window 1 copy 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.30 Window 1 copy 4:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.300 5 SHGC:0.30 Window 1 copy 5:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.30 Window 1 copy 6:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.30 Window 1 copy 7:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.30 Window 1 copy 8:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.30 Window 1 copy 9:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.30 Window 1 copy 10:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.30 Project Title 765 Pequash Report date: 01/30/18 Data filename: C:\Users\QDust\Documents\New folder(3)\TothPequash.rck Page 1 of 2 a Gross Area Cavity Cont. Perimeter Window 1 copy 11:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.30 Window 1 copy 12:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.30 Door 1: Solid 20 0.300 6 Door 2:Glass 40 0.300 12 SHGC: 0.24 Door 2 copy 1: Glass 40 0.300 12 SHGC: 0.24 Wall 2: Wood Frame, 16" o.c. 1,158 11.0 0.0 0.089 89 Window 14:Vinyl/F_iberglass Erame:D.ouble Bane with Low-E 13 0.300 4 SHGC: 0.30 Window 14 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.30 Window 14 copy 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.30 Window 14 copy 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.30 Window 14 copy 4:Vinyl/Fiberglass Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.30 Window 19:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.30 Window 19 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.30 Window 19 copy 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.30 Window 19 copy 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 10 0.300 3 SHGC:-0.30 Window 23:Vinyl/Fiberglass Frame:Double Pane with Low-E 7 0.270 2 SHGC: 0.34 Window 23 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 7 0.270 2 SHGC:0.34 Window 25:Vinyl/Fiberglass Frame:Double Pane with Low-E 5 0.270 1 SHGC: 0.34 Window 25 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 5 0.270 1 SHGC: 0.34 Window 25 copy 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 5 0.270 1 SHGC: 0.34 Window 25 copy 3:Vinyl/Fiberglass Frame:Double Pane with Low-E 5 0.270 1 SHGC: 0.34 Window 29:Vinyl/Fiberglass Frame:Double Pane with Low-E 5 0.290 1 SHGC: 0.31 Window 29 copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 5 0.290 1 SHGC: 0.31 Window 29 copy 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 5 0.290 1 SHGC: 0.31 Compliance Statement. The proposed building design d cribed here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The p o se been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandato r the REScheck Inspection Checklist. fnlg! �Q� 5 DEERY0 I 3� Name-Title Dat Y (n �C�,b y:..• Z ��Op°• 0721P Project Title: 765 Pequash Report date: 01/30/18 Data filename: C:\Users\QDust\Documents\New folder(3)\TothPequash.rck Page 2 of 2 25' 0" 25' 0" 13' 4" 11' 8" 13' 4" 11' 8" 6' 6" Window Schedule 4' 2" 3' 4" 4' 2" RESIDENCE quantity O width height action notes 6 5 PEQUASH AVE. kAlD AS NOTED , 13 A 2'-8" 6'-0" double-hung insulated CUTCHOGUE N.Y. /01 DATB.P•� �� A 5 B 2'-8" 5'-0" double-hung insulated A FEE: BY: 04 4 C 2'-0" 5'-0" double-hung insulated 04 , EXISTING: SINGLE FAMILY RESIDENCE NOTIFY BUILDING DEPA AT 2 D 2'-8" 2'-6" casement insulated � 3 ' #Z5- 765-1802 � 765-1802 8 AM TO 4 PM FOR THE A A SCTM# (0W 1 O 7" FOLLOWING INSPECTIONS: I 4 E 2'-0" 2'-6" casement insulated 1. FOUNDATION -- TWO REQUIRED ZONE F ~ �� FOR POURED CONCRETE 3 F 2'-0" 1'-4" awning insulated ■ 2. ROUGH FRAMING & PLUMBING PROPOSED 3. INSULATION a/c condenser NEW CONSTRUCTION F 4. FINAL • CONSTRUCTION MUST BE COMPLETE FOR C.O. ,� � O SINGLE FAMILY RESIDENCE ALL CONSTRUCTION SHALL MEET THE handrail � REQUIREMENTS OF THE CODES OF NEW — — aai ` — — — — TO INCLUDE: YORK STATE. NOT RESPONSIBLE FOR custom shelving o — N ° FIRST FLOOR - 1041 SQ.FT. DESIGN OR CONSTRUCTION ERRORS. Deck N SECOND FLOOR - 1038 SQ.FT. Ln waterproof membrane roofing Closet 0o = 3/4" tongue/groove wood Porch Nook "' PORCHES - 277 SQ.FT. provide flashing 12" up wall L flooring (primed and painted) 9 ' 8" flat Ln 9' 4" flat ceiling I ceiling COMPLY WITH ALL CODES OF continuous and slope to provide 04 -cr NEW YORK STATE & TOWN CODES - complete drain o handrail 02 p drainage. waterproof � M AS REQUIRED AND CONDITIONS OF all railing to roof deck 3'-l0" 3'-4" 3'-4" GENERAL NOTES connections. 4" F co sDTFnk 1. All work shall conform to the requirements of the '2615 IRCco zH 2OI� r�P� v I uN Poh 02 County and Town Department Regulations, Utility Company requirements and ----�SOUTHOLD TOWN Pf-ANNIN p QQP)"Is owe wit _ _ - A A A best trade practises. In �fiEE$ mp. las N - N 2. Before commencing work the Contractor shall file all documents required by the linen F �� � r, _ Building Department, pay all fees required by local agencies and obtain all required °D - permits. Bath N I 3. The Contractor shall visit the site and verify all dimensions and the existing 06 nk Family conditions affecting the work prior to construction. Any discrepancies which would 9 ' ceiling F o y �.� 6 wood fr a all - � 9' 4" flat ceiling a fi st f oc interfere with the satisfactory completetion of the work described herein shall be f (typical reported to the architect or property owner. Do not start work until such conditions OCCUPANCY OR C i2 - TTI S SoI,ST5 have been examined and a course of action mutually agreed upon. Failure to notify USE IS UNLAWFUL_ e Ifv O•C• 'T''cY, the owner or architect of unsatisfactory conditions will be construed as an acceptance 04 H tub with -+ of the conditions to properly perform the required work. OD l L 4. All work is to conform to the drawings and specifications of the architect and shower gas fireplace o ]a 5. The Contractor is to maintain a complete and up to date set of plans on the WITHOUT CERTIFICATE _ M of 44 - engineer consultants. OF OCCUPANCY o O with sidewall -1� job site at all times t��et E venting. `r �:� j} 6. The drawings ,are not to be scaled under any circumstances. Lndry _ responsibility prevailing procedures 2 10 �� � pd � \ �,r3 ISL.. ncludinghstorage hand otoilet tf cslities,protecltion to ascertain work to remain,access to work area hours of permitted� l(2'� r7� ' Shyy ' p tted work,availability of water and electric power and all 4 wood frame wall 2X 8 C�tl.•J6tsDr o 07 th ��o'S other conditions and restrictions for this particular location in order to execute the work in a careful and orderly manner with the least possible disturbance to the public. X. 8. The Contractor shall make the neccesary arrangements to utilities and services (typical at upper Be room 1 lb" oc- w5' 10" 0 5' 10'' _ _ floor) oo �, � - oo 9 flat ceiling _ ,O M temporarily disconnected while performing the work as required. C cabinets (-1 0 2 _0 -o �,,� -- ;n 9. The Contractor shall provide all dimensions and cut-outs for other trades. Z 10. The Contractor shall provide proper shoring and bracing for all remaining structure co / sink �r - i w `I' 1U 03 04 L-t ,� a prior to removal of existing structure. QrAI°��QG�INSPECTIONS ARE PEODiP� o �" �- 11. Plumbing, electrical, HVAC and similar work shall be performed b licensed ConPact TOS Eragcneerit?g at 765-15E0 bee 'c 03 J H P Y �.^�fil1,OR Provide Engineer's Certiticati n _ ' .._.._:.._..___ persons who shall arrange 'for and obtain all required inspections.The General that thD cfre!na c has bc^�n instal"�. to Co 00 — _ Contractor shall be responsible for scheduling all other inspections as required. %0 1° � °0 ksF', o0 12. The Contractor is solely responsible for construction safety and shall hold the Sitting _ d 17 rise s t 7. ea lxh /I g a �, owner and architect harmless from litigation arising out of the Contractor's failure to 001, PLUM,PF_P CrnT/`�I�',�jT`^�" v 1 "rT1¢ ( 9 ' flat ceiling d' � / � provide construction safety means and methods. ON LEAD CGi'.'l Ll,f f L,L_: A 1110 B - - I - R B % _ - °' - CONSTRUCTION NOTES CERTIFICATE OF OCCUPAN �Y "' (3) � - � � — — B "' � — -{ I. . I 04 ' SOLDER USED IN WATER o' 8 ' ry 3� �" ' lo' 4" 04 Y00117 ri e s t �ach ' t9 w G I _ B2u _t 1. All footings shall) rest on undisturbed soil at a minimum of 36" below fin. grade. B t I I,Av �- I 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. ' f 04 I 3. Sill plates shall be preserved, treated wood and be installed above SUPPLY SYSTEM CA"�'.w 04i, - �'XCEED 2/10 OF 1°G LE/,D � f- —— - o , a 16 oz. kD � 4. Shiinngletsid ng shall to ASTM D _ 3679 and be installed in accordance with the New York State Building Code and manufacturers specifications. +9' ceiling 03 03 +9 ' ceiling co 10' 8" 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed �J upon by an engineer and certificates shall be issued stating same. ^-' 6. Unless otherwise noted all framing and structural wood components p ents shall be #2 or better Douglas Fir. .�'v CB ( %t TJ I 3 b� SOI SCS A 7. All framing techniques and methods shall be as prescriptive design based on k �(} s0 loset O _ S vole OC P• AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) (1t A Living J d' or as specified in R301.2.1.1 V - - 8. All building envelope components shall comply with Chapter 6 of the Energy S 00 N 4 r� 9' 4" flat J Conservation Code of the State of New York. +� Dining o ,n a) ceiling mop g 9. Fireblockin shall be � \ B - t= 9 ' 4" flat A 9 provided in all wood framed construction in accordanceit 0 05 M �+ r ceiling with NYS Code R (602.8 to form an effective fire barrier between stories and m A between the top story and roof space. Bedroom 2 Bedroom 3 ' Q 10. Protective panels shall be provided for glazed openings in accordance with aL NYS code R301.2.1.2 if the are required. V 9' flat ceiling shelves 9 " flat ceiling � y )11� � 11. All portions off the new structure are designed to comply with local geographic C M and climatic criteria as stated in the following table. Close e�tzESSLn ' GEOGRAPHIC & CLIMATE DESIGN CRITERIA 45 ps1 UND A I M N - handrail j WINOD SPEED W LOAD 130 MPH i, r1 i"i_ �'u A I SEISMIC DESIGN CATATGORY TES: ;.;aEf C i, : ;'�''�LR1iJG B Porch o WEATHERING SEVERE FROST LINE DEPTH 36" 0 3 ' 8"' CD 8'-7" 9 ' 8" flat ceiling 4,_7„ ;� o TERMITE THREAT MODERATE TO HEAVY DECAY SLIGHT TO MODERATE 1.1uSt Freyy?*1- A llant.zal5 o 'n 16'-8" 81-4" O1 WINTER DESIGN TEMPERATURE 11 ELECTRICAL D, 3 �r,E ���- I I FLOOD HAZARD AS NOTED B B I D D � INSPECTION RIEOii�1i�E® NYS Enc; j''e o El bb ® _ N — — a M_ — — N A- 101 FLOOR PLANS, NOTES il IN IN -' o — — i A 102 EXTERIOR ELEVATIONS N -P ,��LIS�I'D.�"�Ct�RDING RF'C�UIPEQ Blower door` 8" x 8" sawn posts (typical) and ductwork I I A 104 BUILDING SECTION, WALL SECTION Li 3/4 tongue/groove wood stone column base flooring (primed and paint) A 105 FOUNDATION PLAN FLOOR FRAMING, testing required. I Door Schedule In6 F �r►Fntc, p�c,s • handrail + t0 DO NOT PROCEED WITH A11 exterior lighting FRA1���1ING UNTIL SURVEY installed,replaced or quantity O width height action notes OF FOUNDATION LOCATION repaired shall conform A A L O O R PLANS , NOTES � ' r NES, HAS BEEN APPROVED. to Chapter 172 04 1 01 3'-0° 6'-s" swing ext. ins., 16°h. transom above S NOTED of the TovMC 4' 4" 4 ' 5" 2 02 s o JANUARY 2, 2018 Ode 3' g�� 3'-4" 5'-4" 6'-8" swing doulble, exterior, insulated 6'-10" � ��� -7 11 � U 16 ' 8" 8 " 4" 7'-4" 2'-0" 13' 8'" 2 ' 0" w eA ( 5 03 2'-8" 6'-8" swing interior, 2-panel n cc u 4 04 2'-4" 6'-8" swing interior, 2-panel NR`Q `� A 101 25' 0" .off �-502 � 25' 0" 1 05 2'-0" 6'-8" swing interior, 2-panel C C 1 06 2'-6" 6'-8" pocket interior, 2-panel SS 1 07 2'-4" 6'-8" pocket interior, 2-panel I Second Floor Plan First Floor Plan 1 07 2'-4" 6'-8" pocket interior, 2-panel S RT scale• 1/4" = V-0" erml Is draftingexpediting . scale: 1/4" - V-0" I. 1 08 2'-0" 6'-8" pocket interior, 2-panel � Fm PO BOX 49 I KA JOAN C AMBERS SOUTHOLD NY 11971 631-294-4241 ti .............................. ............. -",.-.-. - .,- : : -, : ............. ----------------- -------------- o 000 :---.- ,,-,---"----7--77- ---77 - 7- 7�'p ............. ..........:p., - 7 -------- .. . .. . ---l-1-1-11.1 .............--......................... ------------- -------------- RESIDENCE **--*-**------------ ---- -------------.......... .............. --------------------- ---------------------------------1.---------- -------------------------- ---------- 7 �.7 --,'."7' ...............—---- ................I......... ................ .............. ............... ............... ..... ........................ - ----------------------- 575 PEQUASH AVE. ---------------- ---------- -------------- —-------- ------------------ ----------------------:__::. ................ ....... ...... ...... .......... 8xi ORA IVE C�� RBEL TYR. ................. .......................... ........... CUTCHOGUE N .Y. .............. .............. ------------- .......... .................. .................. — ........... ............ ................................................ --------—----------------- -----------------------------—--------------------- --------- ......... ............... —---------------- .......... .......... —:---moddd,: ........... ............... —----------- ................*.........................7 12 17- ---------------------- --------I-------------------- ---------------------------- --------------- EXISTING: SINGLE FAMILY RESI ENCE .............. ........ . ....... ----------- ............. ------- ------------------------ ------ ................. '7- 77. 6 EXPOSED RAFTER TAILS TYR....... —---------I--............ .............. --------------- ............. ............. . ...... ...... --------------- --- -------- -oo 7 8X16 DECORATIVE CORBEL TYP. 8X16 DECORATIVE CORBEL Typ.-------[:H ................... ............ SCTM# 1000- 103-7-25 5/4x16 BAND TYR. ZONE 4 PROPOSED: 12u L(DL L(DL NEW CONSTRUCTION OF SINGLE FAMILY RESIDENCE 77.- 77 7- o.......... 7- 7 00 00 -------1-111-1.1.-- 1.11-------------------- .............. ......................... . ........ ............................. W --8" WOOD WINDOW & DOOR TR M TYR. E ......... DOOR TRIM TYP. TO INCLUDE: -------------- ................... __j r --8" WOOD WINDO & ............ FIRST FLOOR 1041 SQ.FT. 00 .I - 1038 SQ.FT. 00 - -- --------- SECOND FLOOR CEDAR SHINGLE SIDING D -ORA-VE D BAT EN S PING PORCHES 277 SQ.FT. @ E ..NDS YP. ..................... ------------------- ol*Z-11*------------------------------- -----------7------------------------- ........... CEDAR SHINGLE SIDING x 8x24 BUILT UP BEAM TYR. --8X8 ROUGH SAWN PO;TS TYP. NAILIING/FASTENER SCHEDULE PROVIDE MSTA30 OR EQUAL 0 METAL STRAPS OVER RIDGE -1 TO ROOF RAFTERS @ 16- OC RAILING w/ SOLID PANEL TYP, NOT APPLICABLE IF LLAR TIES ARE PRESENT. RAILING w/ SOLID PANEL COMMON @ 6;.00 @ 4--0" PERIMETER ZONE COMMON @ :D OC @ PANEL FIELD -J- MMON 0 MASONRY VENEER TYR. @ GABLE ENDWALL RAKE EFER TO TABLE 3.8 WFCM SBC ar:—IN co 14 PROVIDE 8 10D COMMON NAI —P T c- EACH END OF COLLAR TIES PROVIDE SIMPSON H2 / HID OR 1/2" PLYWD. SHEATHING ---------- 6D COMMON @ 3" OC EDGE 11 T EQUIVALENT HURRICANE TIES 1TO SECURE ROOF RAFTER TO— 5D COMMON @ 6" OC FIELD PLATE AND WALL FRAME. PROVIDE SIMPSON LPT4 R R F=QUIVALENT TO TIE RIM OBOARD T-O DOUBLE PLATE TYP. PROVIDE SIMPSON H6 OR EQUIVILANT TO TIE WALL STUDS OF BOTH FLOORS TO PLATE & BAND JOIST @ 16- OC PROVIDE SIMPSON H6 OR EQUIVALENT TO TIE WALL STUDS 7-0 PLATE & BAND JOIST @ 18- L OC TYR. PROVIDE SIMPSON LPT4 OR E ————--- — — — — — — — — — ——————————— EQUIVALENT TO TIE RIM BOARQ\ TFO SILL PLATE PLYWD. FLOOR SHEATHING 8D COMMON @ 6" OC EDGE 8D COMMON @ 12" Cc FIELD SOUTH ELEVATION ( FRONT ) EAST ELEVATION ( SIDE ) PROVIDE APPROPRIATE METAL PLATE WASHER, NUT ANCH P BOLT TO TIE SILL PLA E TO MASCNRY FOU��IDATION TYR 1 /411 11-011 3 . 10. 18 1 /411 11-011 3 . 10. 18 6*-0" OC FOR STORY, 3'-0'* FOR 2 STORIES. 12" FROM CORNERS & OPENINGS AND BOLTS TO BE MIN. 12" DEEP. PLUMBING RISER ' DIAGRAM --- -- ----------- TE-�T' I I i;------------ --;;---------------- ------...... ..........------- ... .............------------------- ----------- ......... ...................................... ... .. . . . -------........... ...... .. ... ... ............... ......... . ..... ..... ......... .................. ----------------------------- ------------------------------- T ------------ -------- -------------------- --- ----------`---- ------- ..................... ......................... 8X16 DECORATI ORBE. YR. ------------ ----------�;.� --------------------- w------- - ---------- ......I....... ...... ---------- -- ------------------ 77 .......... ...........1-1--.----'.,--.................. �7-,7 - -------- ----- - - ---- -- ---- ------*------------ —----- 40 YEAR ASPHALT ARCHITECTURAL S ----------------- -------------------- —---------------------------- ......................... D ORA--VE B, ---------------- HINGLES TYP. ........... ARD BA1-EN S )ING ............ - ------------------ ................. ........... ................ --- ------- ................ @ GABLE :NOS YR. ------------- ......... ............ 77.-77 —----------- —------ ---------------- ...................... .. .. ............*-, .. ............... . ........................................ ... .......... ------------ p---77, -77.............7, ----------------------------- -------------------- .--.=--------------------------- ----------------------------- ---------------------------- ----------------- ------------- - ------- ------------ -------I------------ ---------------- ---------- --------- ----- .................... ................ .......... .......... —------ 12 ...................................... ---------- ........... ---------- .......... --------------- .......... ------ ...... -- ----------- E XP OSE D RAFT E R TA IL S TY P. LAUNDRY AM. BATH.#I �1 BATH.Ill 6 ........................ 5/406 BAND TYR. ------------— IF �- 11 11 1� F- FIRST FLOOR EQI POWDER AM ITCIEN 8" WOOD WINDO I & CEDAR SHINGLE SIDING DOOR TRIM TYR. 00 00 ............................. -7 —------------------------- ----------- w/ SOUD PANEL �RAILING w/ SOLID PAIIEL ------------ FIRST FLOOR L ---------------- ..............- ------------ 8x24 BUILT UP BEAM TYR. x x ,CEDAR SHINGLE SIDING TON--- (D A- 101 FLOOR PLANS, NOTES A 102 EXTERIOR ELEVATIONS RAILING w/ SOLID PANEL RAILING w/ SOLID PAI IN fEL A 104 BUILDING SECTION, WALL SECTION MASOtIRY VENEER TYP. 1: 0 A 105 FOUNDATION PLAN, FLOOR FRAMING, co co ........... ROOF PLAN A- 106 FRAMING DETAILS 1:r-J F111-1- L T IC! T� A- 107 NOTES L TH -V IN EXTERIOR ELEVATIONS 3 DEP 0 SCALE ASNOTED MARCH 12, 2018 D.E- of 0?2 0 7, o- Q`ESSOI E --------- res -------------- ........---------------------------------- 102 s'I I N R T NORTH ELEVATION ( REAR ) WEST ELEVATION ( SIDE )— permits I drafting I expediting 1 /411 11-011 3 . 10. 18 1 /4" V-0" 3 . 10. 18 PO BOX 49 8D CO R r ENCIE 25 T7 17! PRO' METI 5 To TYP LL—t COLL 1 1 T JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 J � vv0 04 � � 20 FL- 3vq-r-r - - — 'C 2�S I b" D.C. CaI -•Jot S CD E�7 U U U U Sundeck Bedroom 1a Clo Closet 9' flat ceiling lat ling 9 ' f at 9' f1 t ceili g ceiling 1 � I . 3/4" tongue/groove wood 9 Porch flooring (primed and painted) 110 r ch tc�9 a i n 9' 4" flat ceiling I 9 ' 4" 1 ceil' g 9 ' 8" flat c i g 6/SFt"1 0. soI3fL t RESIDENCE - 575 PEQUASH AVE. CUTCHOGUE N.Y. A-A 04 EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000- 103--1-`1-5 ZONE ' �o PROPOSED: NEW CONSTRUCTION OF SINGLE FAMILY RESIDENCE TO INCLUDE: FIRST FLOOR - 1041 SQ.FT. I s S SECOND FLOOR - 1038 SQ.FT. PORCHES - 277 SQ.FT. i Sitt i.ng = 9 ' fl t eil g Stairwell _ 19 '-8" flat �E�PC� Sld�inlC� D ceiling I ys C.Px PL w�. 8bt W w •�' A- 101 FLOOR PLANS, NOTES Z�(v Q: l b O G-s-t-ufl /4�� p(�1 . w o. A 102 EXTERIOR ELEVATIONS _ ' 00 A 104 BUILDING SECTION, WALL SECTION 5 A 105 FOUNDATION PLAN, FLOOR FRAMING, ROOF PLAN M .Jo�sT 17' 731 360 �SolsTs - ft�Y r3 SECTIONS atqE fling I' ��� Q SILL BOL-MP If X S+amu SOV(Z . CO 64C,Fdv tdO' VVI�"L+� ou SCALE AS NOTED JANUARY 2, 2018 v .. ?`-` :. ..t1�F jO A 104 �N _ _ r' >Q's w "'�' rP C C -r-, . M . ce �STA RTa "" 2 ssi0 erre +s draztir� expOc�i`in Building Section B—B Wall Section scale: 1/4" = 1 '-0" scale: 3/4" = 1'-0" PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 25 -0" C 13 ' -4" 11 ' 8" 131 -411e- 31 ' -4"31 811 4" concrete a/c compressor pad poured concrete steps down to grade stacked 8" x 8" sa n wood perimeter beams by structuraL engineer. coA YO4 M r — — ' 4" pvc a/c chase — — — — — — I under slab up to a/c v l I '� I I I unit in attic 0 o I I I 13,,,-4', o Q, 0�00 I x A- :ss I I 04 similar I -r g'.91 I I I I A V ~f 04 H $4 . � I � I I 3 o - I I a A + -L.. I 01� VvbC� PI A14 = N I �� I o a� 04 N f I I cL •� I -P I ` I I - 00 0 8� ,uR.coc4� I - ILn 1 44 En - ° I } I W °° �.ov,�o- wit-cel I `" b Cal � oN. Vo 8 I I ° I I -P 44 3 r � rpV �w I I I opening for .b, I _ I 3 M I I stairwell I b a .� ,... I a I 2,�t0 ca tc�� a C cis• I 3 6 I a, 1 �o�s ( t' TJl 3w 3oks•rs leo OG I v � oN 2�t. 04 vi A- 4. -1 I I # i I - - - - - -- - - — TCP. Ueviceeo I N I I A h I i o" «"u8'( - 6 I� I 04 similar p- - Li - — - o N •. O I I A- 101 FLOOR PLANS, NOTES A 102 EXTERIOR ELEVATIONS I A 104 BUILDING SECTION, WALL SECTION — — — — — — — — A 105 FOUNDATION PLAN, FLOOR FRAMING, poured concrete steps A t o(o F-(ZAr tOF N&N n��cc,.s down to grade FOUNDATION , ROOF 21 -011 51 -1011 91 -1011 ' -1 0" 16 ' 8" 4" - 0 17 ' -8" = SCALE AS NOTED JANUARY 2, 2018 14 Foundation Plan Lower Floor Framing Plan Lower Roof Plan , Upper Floor Framing Upper o� 1�4 N scale: 1/4" scale: 1/4" 1 ' -0" scale: 1/ � * 105 air r LU resSTARTs ermits draftingex ceditin PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 i 631-294-4241 1 " MSN. EV6E VIFF E tENeE u. #''R,U'w''117E F#OLL3 VaeVNS AT WALL STUDS a ICi"O.C. . ALL CORNERS A BOTH t r-.Y.a'r• SIDES OF OPENINSS 615rVr0XI2e STEEL AGIOR n...,. BOLTS ,AT 5'-0" Oro. MAX. OR, GREATER, IN P41DTH UAW MIN EMBEVI-ENT OF 7'" I -Tit 6 6a.COIL 5TRAPMN6v �T VRED BY .,.. DOUBLE 2X 5"I'l1 MODEL,.No. 0516 OR � Et�UCVAJl�1T SIMPSON STR� �5 Q� No.HEQ I OR APPROVED EQUIVALENT"AT SEE PLAN-/ ER EVER S SIMPSON HVZSt*2 BOTTOM PLATE-%_ w 'a RAFTTO PLATE GOIr VZT! ,q FLIM JOIST\. 44 _. ' :° �< 5 "T GAP MANUFAGTURED BY SIMPSON STRONG-TIE CCNWCTORS MODEL No. 8652-2/4. � OR APPROVED 15QUIVALINT INSTALJ.ED AS PER MANUFACTURES SPEGIFIGATIONS FLOOR JOST ANCHOPR BOLT DETAIL 4— a` 1 4x4 . � 16 do. Go1L STRAPPING MArI~NJFAGTVR,ffi � 8Y 5IMPS" STROrtCrTIE GONNTiGTORS + 'Mwm No.GStb OR A�BwtvALENT ttOTTa=STRAPP" To BE �MAJ ASG Awak"m TSTA!Ia.ED AS t MAN1F� SIMPSON STIO-TI'E "" ✓ �" T1�fREArOEU STEEL KA" sT rrs 160 DG. SPEGIFIGATIONS AND NYS GCS GONNWT'O145 MODEL No. H25A OR AFF7ZOVEDraUIVALba AT .! MoOa+e rcE~YZ6lWkA&,rA a.-ON SIMPSON HVM—WS2.5Ik rr,�r►r�rs :.FLOOR _ TIZ, I 'I .I 6 '�,DETAIL CRY BEAM To , ,, ;JO ST CONNECTION � e rr W MOO A reros erre W� � DOUBLE 2X STU BOTH SIDES HK Or 24"PMe awn wru. ., V irxerrsurt or TM 9"GACTimSIMPSON I`DU5-SDS2.S—.. , USE 5111 S Z-MAX OR HCP6 CDNI+EGTORS �ca�aer WOW °'. HOOKED, ,�k t f� BOLT VIAL 40 I6'+7+G To INCR�GO�rvslC�t+I r St *aTAI W ■ "�FM 0004PAC MIN. 12" II` TI�JTItP *" zF ALL H I1 C�TIt # PAM S►Tr INTO FOUNDATIONLmm HIPS _ TO ��.a CN RE94 TA NCE � POST GAP MANI��BY SII�IF".�t7N POST GAP MA PAC BY 51M ■ �¢ Q FOR ALL HARD IN CIISGTIOtt ST#�-TIE�TGt MDDELa Mev.BG+: -7J'�4 TWi -TIL GG�GTC�R3 MotE.tiaa1 V txw r�c.T OR AFMOVED TALENT NSTAJ.J,.3"J w*oac W!/►,GL"i LUNE. OR A�LCIJI+rfALE t7' IN5Td+1.l 200 om AS PISKt Mr4I+#JFAG s SPECIFICATIONS AS PE i MA,NJI"AGTIIRE'S�,PEGIFIGATWHS ( 1 WALL STUDS a 161 O.G. v DOUBLE F.J.UNDER C"oi-U a 4 AGQ GDLUMNt . 4 GOI." BASE M~ACTt RIR BY SIMP 1sT e-,Tl! W +4'S4r' 1rV I 1 i"ZbEJ.. No. *6-rArLJ.w AS Ptd MANUFACTtAMRS SPECIFICATIONS OR APFIRCTVED EGUIVAL 34r emir MAL2" W s r�P:C.t�'FIG,S+ONo'fUI°E OA'rr .. - ff W *1 I 0560 BELOW �MIN. �k►s +CtM. l U t9I"IO'F1t O " f Itlel RIN'I,JOIST ,iI �� tri r��na ROOF DETAIL CJS W ALL U TRAPPINGS TO BE FLOOR .IBt13T INSTALLM AS PER MMjFACoT0Rr5 L USE 51MI�'S0N Z-MAX OR I�O� CrONNI GTORS 5Il.L PLAT .s WIFIGATIONS AND NY5 CODE COLUMN ST ►AFFI��4& DETAIL TO INCREASE C.oORROSION RE515TANGE TI�tMITE sHtE ,�'� 16 esu.STRAP TEs MANIFArGTUI�D .' FOR BY SIMPSON STRO -TIE C42N EGTORS ALLI-IARDI+�ARE 1N CONNECTION AT�cxI No.0516 OR ArrgavIM:?MUVALENT. 1 SAW AW24OR5 MANUFACTURED BY W/ ACQ W-SER. STRAP TO HAVE MIN. 12" BEAKINS ON THE STIP SIS STlq,pN15-TEE C4NNWTORS AND WRAP UN:;M SILL PLATE AT FOUNDATION. SOUIVVALENT AATTE'�'�TO RIDGE anolo..lr+� DOM DETAIL � �( BY 5�FSOI.�t &-TIE AGS�No. CZ0r.GTJoNI WI I RAFTERS DO NOT AL.1r9N LBS DR 0krrTfVVM7 MtVAr1.ENT . f CANE AWHOR5 MANUPAGTI BY CAL�}`�"xi2" its AJ�1GFtOR BOLT - SIMPSON S TIE C4NNWTCARa �14" .a 0 51-0'O.G. WHEN NOT ALISNfV WITH RA S GOAP 1P.0 KINSOAA . 20 TO T'YJf' PLAT!~, MODEL No. LSTA+24 DR AP� �i"tl"l" MIN. �t�tT thCIO CONCRETE SEE ROOF 5T'RAP4'It�I9ETA1Lr , WRAP LYS," !'BALs. 2O SA.COIL STRAP EQIJIVALENT AT EVEW RAFTERTION Mit RAFTS AU5N I T""t�IRIMSE WITHIN r12 � 1 1 I ■wI' TOP CJI"TC7P PLATE NAIL. 00 . DTA I LROOF FRAMINS Wrn �_ o CV r 75 voumm z N = PLATE Q ")RRIGAM A4C44iRS MAN1F'AGTURW BY a Stll- O 5T'R+ -TIE G42tCGTOR5 MODCL. No. H23A = X OR ArFWZVM EQUIVALENT AT EVERY , RAFTER TO PLATE CONNECTION B47M SIDES WIEN U DO NOT ALIBN WITH STUDS m ~ N RIDS ST AFFIN6 T' I . Z a- cn co U SIMPSON S'TR i-TIL GATOR f Q Q *H7Z TO BE USED WEN JAG1C=r RAFTER i4TM STta? ----. ..� 5TUUI'33 O OF TM bd KALB THISSIDE WITH AA � � � Y a STUDS r TOTAL, OF FOUR INTO r � FRAMED OPENINS FOR NEW "AAT�v �� sit •0 1 + WIN?OW OR EXTERIOR DOOR Y2*C. x M."two�Fab1 . ea ROOI= I ; X wyvw DOUBLE TOP Im r+rxys"T m visar r t I 1~V IdA'1W Napdr'T' 1 I I f i f rn 1I.L o w 17�Fr irI.XF 1 C I. v ) STUD PLATE TIES MANUFAGTVRED BY SIMPSON f ! ,►1r Nwu.e ; `� STRONS-TIrz COt*tSGTORS MOM No. RSP4 lb*AW SU �t i`� �' •• r� OR AFrPt0vM>EWIVAL.LNT AT EVERY STtll? CC) iNl.ttb t 11Nat %i TO PLATE C40NNSGTION WEN RoWTERS DO NOT ALION KITH STUD .. .. ol MW4 A=" 40 rr �/ J M V P.60H6.. A �.r► STUDS a Ib D.G. IV I I UPLIFT GOI GT1t�I I3 �:. W AT E.Ac.44 EW OF THE HEADER AIV AT " o s AREA BOTTOM.OF HEADER STUDS Its IT'ION ( TO C4CK "iT0R'5 AT WALL ;7ItlD!a AND 1 AT TOP hI OF GI °i.ESa 2*4 el 4"lww INTO PLJ'kTES I I I l I I s 1J� �,aoetrwTw�2�- -,z o� 1- hen t� Bd NAIL. , ` 1NTO BTUI I,oc. STRAP TIES M~oWwT BY 51"SON STRONS-TIL GONNWTORS USE SIMPSON Z-MAX OR 470 GONNEGTO S TO INGRI'�A G ION RESISTANT s�r►�raeherc ,,. _ MOOL�1. No. rslS OR A+NF"T 'tx�VALlI; crane.cey�r�e r�.. STRAP TO HAVE MIN. 12' BEARING ON THE STUPFOR ALL 14APZ40ME IN TION i`�+V L.I' � I +I✓ L�' —TAIL AND Y�a.AP UMBER SILL Pt-ATE AT FC. ATION. 1�V AW LR. Roy a2 4 Q . TASLE R602.30) Insulation Gypsum Wall Board ,r< FASTEN IN( SCHEDULE GENERAL NOTES CONSTUCTION NOTES ' � ' -°°� F,4STtrhIER All exterior walls and roofs shall be insulated with Installed as per section 8702.3.3 through 8702.5.6 %y.'-'4 I DESCRIPTION OF BUILDING H�MENTr� NLMf _ bAI . �, 0) +'� + LOCATION foil faced fiberglass batt insulation by John Manville of the international residential code. Gypsum t - � ROOFCOMPONENT" or approved equal. Foil to be placed toward warm wallboard application shall be tape joint system. All I r� •A.... „ „ : . .._ I .. ¢edBox Xo.n3 OR requirements f h Residential 1 . All footings shall rest on undisturbed II at a minimum f side. Provide 1-1 2 rigid foam insulation - - • - - - --""- r�d II 1 . All work shall conform to the requirem o theg so 0 D / g oa suatDn Dn all Gypsum board to be 1/z on walls and 1/z on NS t rHEEN GEILINs JOISTS OR 1 B-6d COMMOri(2K?GO.IF51),OR "°<`<__,: 1 BLOGKI TOE NAIL exterior foundation walls from footing to 6" below ceilings unless otherwise indicated. Finish joints, "", *"""" -10d BO .I2l5•• de of New York State Count and Town Department 36 below finished rade. . ro rcAP PLATE x c7 xo �, Code y p 9 G 1 L 1 N 5 . finished grade unless otherwise specified. Care J-Beads Nail Dimples, Corners and Edges shall be - 5-5'x0.131"NAILS P P 9 h I taken n m n r Poured sh II have minim i of 28 s oud be tae to damage foundation w requirements a d best t ade 2 ou ed a a um s 00 at 28 of a ewater n iv f III Company e to ed a d rece e three coats o n m n Regulations, Ut t Cgp 10 t compound.d. Y p Yp G"�'"F'SL1Nt Bt'i"A4'RL7 (il2_� . . ?) ► .:.`.,. 4-Dd BOX(2 J"X0.113•)0R practices. days unless otherwise noted. proofing. Allow 24 hours to dry between coats. Final coat to p Y be sanded smooth. Metal corner bead to be used :<` � W 3-Od GOMI,,M(2)6"x0.151");OR . :....;•:,, ' 2 CEILING JOISTS 70 TOF PLATE , , PLTt JOIST,TOE MAIL shall file all 3. Sill plates shall be reserved treated wood and be •t;.:u.,:;;":�,,,".,_ s 1A9d6E7X(1)5XO.1T6);Ole 2. Before commencing work the Contractorp p =.=..::'•`.,. O-WXO.I51"NAIL ' 2015 IECC-Air Leakage. on all outside corners and around all openings. t documents required by the Building Department, pay all fees installed above a 16oz copper termite shield. '5L5 �I T',EEL, Ch4ANNEL._S7rS7 .- I •�Z ... ILIN5-DIST► TATTAu raPARALLEL+eAPTM ¢1° �°X '"s'�°R required by local agencies and obtain all required permits. 4. Shingle siding shall conform to ASTM D 3679 and be Joints, penetrations, and all other seen openings in Electrical i 3 LAPS OVER PARTITIONS[we 5&Wone 88023.1.WiOss2 3-16d I.-. N itis A"XCJ"I62),CJR NAZI the building envelope that are sources of air leakage C 0"V E_ R I N IS 5 R 00 � A IN D � L +- (� cmd Table RL075.1(4)] 4-5'90.151"NAILS 3. The contractor shall visit the site and verify all dimensions installed in accordance with the New York Stalte Building Code must be sealed. All work shall comply with the national electrical (D code and all state, local and utility c 64iPHAL-T SHIN E- r�ILI, .>aISTATTAr.+�DTorAR,LLFL,Q,F� and the existing conditions affecting the work prior to construction. and manunfacturers specifications. y ompay codes �� � _: CI IL 5 JOTS TAMC Rl�i7•S-l(4) Recessed Lights must be type IC rated and installed and regulations. All circuits shall be minimum 15 .. 4 FAGENAIL Any discrepancies which would interfere with the satisfactory 5. Pilings sahll be installed by a licensed contractor to a with no penetrations or type Ic or non-IC rated amp. Power wiring shall be minimum 14 AWG. 51'lEAT1-EIhiC 1/2-Ir. «+, - [snrs 5ectlarm R8G171,880793 and T;ble 8802.5.1(4J1 '""'"' completeion of the work described herein shal Ilbe reported to the depth and bearing agreed upon by an engineer and certificates installed inside an appropriate air-tight assembly with Convenience outlets shall be located 12" above pj••YWOOD (per 11/2-•11nj I. . 4-106 BOX VAO.128^)OR 0.5" clearance from combustible materials and 3" finished floor unless otherwise indicated. All switches "I �oLLARriewR rTEKrACENAILORIX"Xaa. 3-1odCoMl JVY-.I4b9;OR architect or property owner. Do not start work until such shall be Issued stating Same. clearance from insulation. to be located 56" inches above the finished floor �+. �■ p�yf 6 RiPi�STRAIT'TO WAr-TER 4'5'X0.151"NfULS FACE NAIL EACH RAFTER R.IOIV I 'VL..ATICIN, 1l�w2-1n. 0 conditions have been examined and a course of action mutually 6. Unless otherwise noted all framing and structural wood unless otherwise indicated. Supply recommended : lamps in all fixtures. s-166 Box NAILS(131,'X0.155')OR s T0CNAILS CM10taC91DE agreed upon. Failure to notify the owner or architect of components shall be #2 or better Douglas Fir. I -PLYItT WATRRC 'INIE► ;, t ."1 .....••........ 3-lodGOXVX0.1I6"JiORn.l4b•)= AMDITOEAWL ON ArTE PO. unsatsifactor conditions will be construed as an acceptance of 7. All framing techniques ues and methods shall bd as prescriptive � 6 RAFT OR iRA,OF 781155 TO PLATE 4-lad BOX f3'xo.las"I;OR SIDE OF EAGH 1RAFTEIR OR Y p 9 q p P ' ITUMINCU9 .vMCOTI`t 'SUAC" 4-5"X0.151"NAILS ' ' 1 the conditions to properly perform the required work. design based on AF&P Wood Frame Construction manual for . 15 Y�IAA` ERPROOFIN 34EA RAN= .. . .. 4-ltd IM J"X0.155")rR 4. All work is to conform to the drawings and specifications of one and two family dwellings (WFCM ) or as specified in Lt vE L-0-ACD5 FZ3C� ." ..'. 5-I0d COMMON O'Xv.I4�6%OFT TGA NAIL 4_1Od WX M'XO.I209iOR the architect and engineer consultants. R301 .2. 1 . 1 F L O O R S AND r L O O R r 11+1 19 " r a .. 4--5'X0.151'NAILS p p 9 p p comply p /��CTIC S, W/W CA� M p .S-n E � LB �f, C . U J ��...... '�/ + Feov�RAf"rt�RSTORID�E,VALL�fORHIPRAt�rE1R5G�IR 5. The Contractor is to maintain a complete and u to date set 8. All building envelop components shall com I with Chapter ROOF RAPMRS TO MINIMUM 2"RIDE BEAT C tC, OR GUARRY TILE (3/4--M) . 3-16d BOX M J"XCJ_l3Y)OR of plans on the job site at all times. 6 of the Energy Conservation Code of the State of New York. \% 16.0..' 7-16d COMMON(5)5X0.162-),OK We NAM-CONKS ` D� S 4 U +C N 1/2-4m. TAR 5W . . I F0 :_WX0.01"NAIO.13b")= 6. The drawings are not to be scaled under any circumstances. 9. Fireblocking shall be provided in all wood framed ..,� .yy� 9-°5'X0.151"NAILS H Oi i✓ INS 1f ="�, + ,.ry. ,.,,LL 7. It shall be the Contractor's responsibility to ascertain all construction in accordance with NYS Code R 602.8 to from �� 2 C/) ►V ot�l- SI.��P I N G EZaat�S �{-O 16dC MMOWf5)5"X0.162'7 24'or-FAICITNAIL prevailing procedures including storage and toilet facilities, an effective barrier between stories and between the top story LINOLMIM OR ASF2HALT MLC, 1/4-w- . . . 11.0 : `� a STUD TOSno Nor ATi3RACEDWALLPANEI-S) lod(0-x0•IZ6%OK protection of existing work to remain, access to work area, hours and roofs ace. r �� .� �� 3"X0.151')NAILS w OG.FAGS NAIL p 9 p 5��� NG Rd MS . WEr-L.00RIN&, 5/4-1h. , � � of permitted work, availability of water and electric power and all 10. Protective panels shal be provided fir glazed openings - . I . I6d BDX(3 15°1Go.155');JR 'f .. . STA;lTo57LOA10A%TfIN5STU75ATIN'fVR5�GTiN+SWRL1 5„XC+•131•NAILS 1Z"OL.PAC,eTWL other conditions and restictions for this articular location in order inaccordance with NYS Code R301 .2. 1 .2 fi the are required.p Y q S`�"h lKS 40 1"LC?OR ►, YdC.�Oi .. IST I'n Ic ste�� I�-Im. I6-In. CORNERS(AT ORAOR?MALI-PANED 16d G01`4 Ib"O,G.=Ac,ENAIL to execute the work in a careful and orderly manner with the 1 1 . All portions of the new structure are designed to comply ".11 f�T �I � ( I .,04. O.C. . Ibd C13MATt7T1 GS 15"XO.16a'J W'O.C.EACH EDGE FACE NAIL . 10 OVILT-VPIlI WTo2" KAIT14Ya'5PACtFv ,I least possible disturbance to the public. with local geographic and climatic criteria as stated in the 2X6 i � 5 Ibdeol4(sJrzxo,lls) 12' 17,0.EACHED6EFACEAWL 8• The Contractor shall make the neccesary arrangements to following table. 5-M t'_ax(2K•XO-115.)=SJR TABLE R402 X4.1.1 - AIR BARRIL'R AND INSULATION INTALLATION - 2x,8 & (fir .. �) 11 GONTlWoU5HLADMTo5TUP 4-6dCOMMON(2K"X0,1190;OR TOENAIL utilities and services temporarily disconnected while performing the 4-11?dI3GGXt�9'Xc?17b" work as required. Geographic & Climate Design Criteria GONE"NT _a LA111 BARRIER 0, I IA INSULATION CRITERIA 2X10 I ? �. . 16d COMMON t3)5"X0.16a•) 16"OAS,PAGE NAIL 9. The Contractor shall provide all dimensions and cut-outs for C•EIL"PJC j ATTIC SNW WITH ALIS HTH AIR . LATIC?NARRIEFt 2X12 ¢ "� . 13 TOP PLATS ry TC1F PIJ+Tt: 1CJd I30X(S"xO.IaB')r other trades. • 3"X0.131')NAILS 12"DL.FAGS NAIL 10. The Contractor shall provide proper shoring and bracing for Ground Snow Load 45 psi - .�JNGTION OI`" 1"OIlhtOAfi1 GAr4VtfiII WtTH1N R + I"'t ` A R T T` I + N 5 I I I S-1 I , ;62')FOR AND all remaining structure prior to removal of existing structure. FILL PLATE Tc? BE ORIF ' AIV3 ACS �3 tRtTl,. T I/ -In. P. SIDES Il 1--.0 DOUBLE 701'PLATE SPLICE FOR SEIC'e WITH SEISMIG 12 I X(2 ),OR g p g Wind Speed 1 3 0 mph . �1RAGED YaAL L urs 5PAGINB<�,' ',- 12-ad Box(9'X®.1215');on PAGE NAIL ON EACH 51M OP SEAL. F'RAt� WAII.LS SHALL ' 12-5"Xo_I31"AWLS END JOINT(MINIMLM24"LAP 1 1 . Plumbing, Electrical, HVAC, and similar work shall be Seismic Design Category B JUNCTION Or TOS' PLATO St FULLY INSULATM . � R ,I�, � � ,�, �, j•, � ' sPL1GELENSTHEALhis1DEOF performed b licensed persons who shall arrange for and obtain A,ND EXTERIOR WALLS T P41TH AAIAICRIAL HAVING . 13 SND.,oINT) P Y p 9 Weathering Severe B£ WALM MIN. R•3 PM INCH EXTERIOR STUD KALLS: DotRIF Ti'�P'PLANE Star- 'S G5 Dom,DI, ;AND 12-1,6d(5XII 0.1359 all required inspections. The general contractor shall be Frost Line Depth 36" - . . I ' Q B1RJ1Cm WALL LINE 9PAGIMLS 25' p L_J�t Z responsible for scheduling all other inspections as required. RIM .FOIST REM JOIST SHALL INCLUDERisk JOIST 511 AL,L EE p 9 p q Termite Threat Moderate to Heavy Ir-in, r 166 C[7tMhi0N(514"X0.162') 116"0L.FAGS AWL THE AI" BARRIER INSULATED____-, I1A.� 12. The contractor Is solely responsible for construction safety Decay Slight to Moderate ttU1-ATI . 3! - IIt + . . .. . 14 ETfOM PLATE TO JOINT,RIM J015T,BAAC7-0157 OR 166 WX fS)5"X0.135'),OR F'LOOR5 (INC•LUDINS AIR BARRIER. INSTALLI D MAINTAIN PERMANENT . . HIc�cK'Ns(NvrArHFaAG�WALLPhNF�SJ gXs�.19I')NAIL9 Is' OG•FAG�FLVL and shall hold the owner and architect harmless from litigation Winter Design Temperature 1 1 A� ��,5 0 AT ANY XP , C� ���- I„II1"t# T� U 5-16dBOX(5Vxo.1Sa•);OR 3EACH h6'OC_rACENAIL arising out of the contractor's failure to provide construction safety Flood Hazard As Noted CAAI`IT`I � � - �� ( I I 2X6 a 16-'in W FL CIF' INSULATION I1�3ERSII C>i'r SBF , r 12.G . HOTTOM PLATE TO JOINT,RIM J015T,BANPJ J0157 OR 2-16d COMMON t0 APXO,1b77;Ore s EAGH 16"04%FACZ NAIL IN�rULATW, 5/5-I�'(. 510111"I,, 151 means and methods. � HLOCKIN5(AT ORArev YW-L PAWLS) 4-8•XIO.15r'AWLS 4 EA&H 116"car.FAc.E NAIL GRAS^4L SOA+CE KALA S EXPOSE'.► EARTH IN INELLATiON 5I••IA'LL E'er ' 4-ed I(s "XO.IS'h ifJR• (APPLIM ONLY TO UNV� CRA4A L '_ . : M-R. NC-NT1.Y ATTAC14W EXTERIOR '�"1'>,IJ�' WALLS KITH Rt�,K \,1C- '1=-R J 10 : . . , . U) D 5_16d I3aX )(.7Yj" 5•)AaR IJNV ITEO GRA+":'�C1. SPACES TO $?r C.CT�U TOG 1 SI'A1�1GE # WEId�I'fI'a � MASONRY IT46L.I, MORTAR BJT" NOT PLASTIC:. #"-OR W 4-106COMMON X(5'X01 b"),; 9r);OR TOENAIL Plumbing Framing and Rough Carpentry Asphalt Roof Shingles Glass Windows and Doors OR SPAC E-) AITH A GLASS I VAPOR WALLS. IF NOT PROVID=.? . 16 TOP OR 130TTOM PLATE Til 5TUP 4-S''X BOX 11511 NAILS ), R; l(`AF I II�t 8"i..t c7R PLA T .,, A 3 ib/f t2 FOR ,Aam 3"r la PLS - ,vAums l 5-166 Box f5 "X0.1587,OR Contractor shall install water su i and Lanita Joists, Rafters and Studs Shall be construction Installed as per section R905.2 of the To be installed as per section R308 of the 01VEN Ri PRE�NT" AVERAO'E3. IN 5 IC,A5M5 THME 1e5tI 11 v 2-I6d BOX 0 4 0.155OI6a•),OR END NAIL pp y ry international residential building code. All sloped residential code of PAYS. All glass is o be 5HAr75 / DUCT SHAFTS,,UTILITY ., Q 5_10d tic 1&X0.16 system as indicated,provide hot and cold shut-off grade Douglas Fir-South Select Structural. All roof shingles shall be GAF-Class-A Asphalt roof insulated Low-E unless otherwise specified. Glass , 6ON I�AF�LE RANGE: � I-E-1Cl'1� r-OR T1"� 9AM�:' 1 ONST �iT om. P PENETRATIONS F'ENMWATIC?NS ANA, FLUE!- . wood sills and wood in contact with masonry shall . 0 5-51X0,15111NAILS valves at all fixtures.All water piping to have Y shingles or approved equal. Shingles shall be subcontractor shall not install glass until proper SHAIPTS GPCNtNCa TO / cleanouts at all changes of direction and at base be ACO. All Exterior Sheathing Shall be 1/2' applied over 15# asphalt felt with clearances are proviided. All sliding glass doors, �..J 3-10dWX(s"X0128");Ort CDX Douglas Fir I p UNCONDITIONED SPACE �GI� ECi�i �� 14EK "�'t:ai�i� �'T'A"CEt l'1 TOP MATES,LAPS Ar CoRNP'm AND IMT�t'.TIONS s-lbd GO1iAdOAI l3 X0.162),OR of vertical wastes.Use 4"cast iron through g plywood. Sub-floors to be 3/4" GAF-Weather-Watch ice and water barrier skylights and/or windows as required by code ,r.O �� �E� . 5-5"X0.151"NAILS FACE NAIL foundatior wall pitched mint/8"per foot. CDX Plywood. Exterior sheathing to be covered applied at eaves, valleys, and flashing. Roofing shall be insulated tempered glass. All glass doors . `* EI�.I`�Ii�I"�T CE#.TT CATE "" MALL. COMPLETED EUI ER OR RW1157 I~mv VEEP � � M W Trap/Waste/Waste sizes for fixtures shall be as follows. with "Tyvek" house wrap, or approved equal. contractor to provide all flashing necessary for and windows shall be installed in strict ��` ��'r.� ,1�► ��T; ��`"I g v &AdARA • SEPARATION AIR. SEAL BCr0I=N • 9-Gd r.fJx(a •XO_u3^),OR P accordance with the m.nufacturers specifications. �I.� 2-Ord GOMMON(215"x0.151');OR Dishwasher 1 1/2" Block stud walls at 1/2 story heights and at all watertight, weatherproof job. Roofing is to be CARA1CSE A THE UTILITY ROOM OR OTHER APPROVE I.-OCA'I-ON INSIDE SHE I. 16 1'BRA cE TD EACH BTUD AND>�-AT� 2-I0d BOX M'X0.12b'),OR FAr.E NAIL unsupported edges of plywood. Provide solid applied in strict accordance with the All windows are to b< caulked na -sealed as per Kitchen Sink 1 1/2" 2015 IECC requirerments. Provide flashing pans CrONDITIC.�'s+IED SPACE /" STAPLES I°/s' blocking and diagonal bracing of floor joists at 8' manufacturers specifications. Contractor shall Lavatory 1 1/4" under all slider doors, and windows within 6" ofJILIN.J. - �_Zyd (s 15"Xcs,1�i,OR Shower 2" O.C. maximum and sold blocking under ail supply color samples of the shingles for owners RCCE�at i.11 't-INO SEATO Z'I-I;r AIR TIC-HT AND IG approval prior to installation. an exterior surface. All exterior doors are too be {.1. Ib I•X e-sH r-ATHINs Too EACH EmARIN18 2-lod BOX(3'X0.178");OR FADE NAIL Toilet 3" unsupported edges of plywood. All cap plates to fully weather-stripped. Provide all screens and ` i�402,2-'fit ATTIC CRA�+A L 15PACoE AISC,E-� - SMALL BE 5TA1PL�,I'Y.8A.1MVa Ibga.l "Lt7NB be doubled and nailed bottom cap plates at hardware as required. r 11 glass is to be free of All systems to have one 3' main vent stack Fire Blocking RVAC RE5I5TOR RE�615TER BOOTS THAT IAEATHM-rJ'TRIPFE ` A INSULATED TO ,/'�h LEVEL IV1�'+,�.MITo Ln D ei-Gd BOX 'X0.113";OR corners. Where flush framing occurs use min. g scratches and imperfections and guaranteed by Increased to 4"through the roof.Provide frost BOOTS B-bd COMMON(215"X0.191"),OR fiI TI�A1L. . . . 5- d BOX O(6%0.1261;OR proof hose bibs as indicated on plans with easily 16ga sheet metal joist hangers by Teco" or the manufacturer for a period of no less than 5 "I"}- I'N,�„�,,,,1 ,,TI .�" N THE SURRM IDIN CES .,. 5 STAPLES,I'GROWAI I .I 3.'LONG approved equal. All corners to be minimum 2/2x6 Fire blocking shall be providied as per section years. CNVZL.OPE T ? I QD accessible drain-cocks.The water supply and . . U 20 I'X b"AND WIDE34 SHEATHING TO EACH BEARING WIDEr4 THAM r X 6• FACE NAIL sewage disposal system shall comply to the unless noted on plans. Minimum bearing for studs, 8502.13 of the residential code of New York �ALE3 1O rIJ31'L.00R 4-9d Box(2�°XQ_n5'),oR joists and beams shall be 3 112". Use double State to cut off all concealed draft openings OR DRYWALL .. P.402.4: AIR L-EAI�.1 'E EUI1�7I . � MAL ENVELOPE �."HALJ.,. BE applicabel county departement of health (both vertical and horizontal). Provide fire t 9-86 GOMN"(2)5"X0.151'7;OR standards and regulations.Approval of all jack studs for headers over five feet in length. blocking n concealed spaces of stud walls and CONSTRXTED TO LII1+9 T AIR LEAK E T '>; FAIR t. -HAI R" 3-ICki BOX(5"X17.12,5"),OR 9 PP 9 P . . . ..... 4 STAPLES,I"GR.OWN,1 a.)%"Lv%, plumbing must be obtained from appropriate HVAC partitions, including furred spaces at teh ceiling RROI 22 P�•]'ION OF OPENINGS. EXTERIOR ISLAZIRS IN SUII..01KC6 LOCATED IN •I"I R"• t FLAOrAR local authorities prior to concealment.Prior to and floor levels, concealed horizontal furred YIIi � I7EE�RIS R1CS BALL f'RUTEGTEV W1N[�BoRfi . spaces shall also be fire blocked at intervals not /���,�� 4-bd Dox(�3"X0.115');OR odering contractor shall supply cuts of fixtures for 6L,�I? fJl-LI'ltt� PROT�fiIC?N�CR WINDSC7RIJE DESR15 SHALL T��f`T�fl: sl Jomr To 51LL,TOP PLATE OR GIRDER 3-Gd COME-�+'Nd(2)5 X0.131),OR T NAIL owners approval.In the event that the owner System to be designed by others. Provide proper exceeding 10 feet. REC�UIRE(�fitTS CyF 91.11= LARD MI aILE TEST Cly ASTM E 1496 AND ASTM E Iib AS IR 2.4.I.I' INSTALLATION, - THE CC�I~'�PONENTS OF THE EUILI�II�O 9-I0d eoxNAIL .1�");vR TI-'IEIRMAL EN\,`EL0PE SHA^1i..,L BE INSTALLED IN ACCORDANCE Y�IITI I 0-15"X0,151"NAILS changes teh contractor shall credit the owner for supply to all rooms & conform with all state and M✓DIFI(� IN SECTION SC�I.�.I.2.I_6A1�.6E DOOR 6LAZ� t'�PF.�llt'�5 PIS,',©'"IEG'f'I;ahf FOR bd Box -X0.113 4'O,G.TOB NAIL the full subcontractor's cost for the changed unit. local codes. HINMOR E DEDRIS SHALL.MEET THE REOUIR�NTS or- AN INPAC:T�ISTIN& . THE CRITERIA LISTED IN TABLE 402.411. Y' HERE REWIRED 5'`t"`, RiM JOIST,B/1ND J015T OR BLOICKINS 70 SILL OR TOF- bd COMMON f2 XO.151);OR STANDARD Off: ANSI)DASMA 115. (SEE TABU: l9ELON 22 FLATe Moor APFLIGATION9 ALSO) 10d Box(15"YOU25•)=CR 6'OC.TOE NAIL CODE, OFFICIAL, AN AI�'PRt�`'~AlED THIRD FART%r SHALL INSPECT ALL 9 X0.151 NAILS EXCE7710N. . Bea xa. ;OR Wv�D STRUG7URAL PANELS WITH A TFtIciCNES�a tiOfi LEr-,- THAI 3(6 INIC.I1 ANDA CC>Mf'41�II'C`S AND �IF"1'' C+ 7IF'LI,AIVCE, 2-ed clod Dox 0"X01 b");131•J,OR SPAN OF NOT MORE THAN & FEET SHALL BE I�t�h' IT'TED FOR OPENINIS Pf�OTEir,TION. 00 ,�s yy+� �p +� y,� �r � �+�y I�� ,y.��.g �+r,.F`� E. y,,',�,_ .g+.� r �. � Ir- 2 T_ 23 I'X 6'J®FLOt7R 0R LESS TO EACH JOIST 2 STAP ('J'lX0O�.vAK 169a ON FACE NAIL WAENTTHRUROOF PANELS MALL-L BE � ANP ATTAc,HEP To THE 91Z AMINs RoIi o T� ^"#•02.4.1.2; TES i INC7 5UIL.#.� IN 'V R #.+f1"ELLI i i f: SHALL.. BE i- 5TAPLESr I"G1ROwafy,161ga„1�"LONB WATERTIGHT FLASH TYP i!. C9FtNINS CONTAINING THt PRODI�GT WITH THt OL.AZW OFI:NIN07.PANELS 5HALL B't TESTED AND VERIFIED AS I"III'�i`1�'INCS i 5 �ACH50 1N CZ4A � o 3-lAbd eox(3)8'x0.135") aR /� 24 2"WMIPLOOR.TO JOIST OR 6111 7-16d GOMMON(0)5"X0.1627 BLIND A140=ALE NAIL FRIiDRILLED AS REGtUIRE�7' FAI'''R THE A11,101•I©RAISE METI•fOD AND SHALL BE SEOLNIED SHALL ., x �t A�A• PLUMBING RISER DIAGRAM I WITH THE ATTACHMENT HARDWARE DED. ATTR RIh�N+CC^3 SHN- - BE DE516MED TO TESTI NC :.HA^+a.,.L BE CONDUCTED BY. AN APPROVED TI"II S .�R : . m �- N as 2"Pt-ANAs(r'LAW 4' BEAM-FLOM t Roo=) S-166 eclx(0 15'X0.105"):OR AT EAGFr BEARIt0,FACE NAIL � RESIST T1•IE C.ot-roNET AND GLAAIP'DiNe3 LAAC�S PSTEI�III�7 IN AC.C.oRDANcz KTH T 2-166 cQrtMrm Cs X�'xAa.16a7ITH TAtI R°SOI x(2,1 OR A�1c3C.E '1, WITH T 1NtAitIF1 Gtt3i +1- °SITi�+NT N- 3-IA5d COMMON 'X0.16.t" \ 2b BAAND c1R RIM J015T Ta JolST 4^10 DOX('3"X0.12b'7cOI \ ATTACHMENT HA,R1�1^#ARE I�VI UTO AND AWA40R5 PM9t AN@N 1._Y' MiTAWLED ON"I tR� 2.'�' .4i, Cr OI`'"I�t��'11ON C LOSE J �I CIONT ;WING :�i >' � 4-5'X0.131°NAILS,OR ENR NAIL \ 11LDIN6, AfiT�T !Pl SAI WITH TABLE P-0301-2.1.2 lac F'E# MITTELa f"flR f-�Jt:::I,.,.'-BLIR II O ,AiT f_"LI CES OUI SPECIAL C ARE., z N 4-5'X 149a.STAPLES,1}•CROWN I \ BUILDIN65 NIT14 A MEAN TZOOF=t�IEIISt•4T OF= X45 FEET OiPi L.E55 ARE THE ULTIMATE �AXC�TYCJI�C: DIRECT "�,/� APPLIANCES I�II'I'� �I"} INTAKE A C� III- MAIL sod COMMON(4"Xo1g2'7;OR 32 oc_Ar TDP A IacrrroM \ ISION�'4INY7 SPEED, 13 I ISD M OR LESS. � ��• ! I --- ANDBTAD \ EXU-IA�t !':xT PIPES II�IJTA�AL.L.tLI CTII�I,A THE CIt"11"SIIE . T d- r 24"Of-FACE NAIL AT TOP � T'AB'LE R.3C.�I.2.1.2.. WINclwRNE or=BmS F'ROTwTiom rASTENiNs -•F X O 106 6014('s XO.ISP,);0R I\ \ DUCT +�. /� r DUCTS, w�.�K. p #� t +�� w:�q }. / -�- Zf BUILT-UP ORDERS AND BEAMS.2-INC-H LUNELK LAYI� V"XLO.l9l'NAILS ANI!BOTTOM 5TAA9@k�J ON I \ \\ __ \ \ "S(iI'�t."�ULE FOR �#`�'t.� STRUCTURAL AL 'F PANELS F„ '0•,�.2. �L.,/r..PiJ i SE kL.IN - DUC 1 S, /'" I R T7 �j.Ei' SRI AND FtLTE� C ) o _F N 2-20d COMMON(4"XO.142');on PAGE NAIL AT M:lb AND I � \ FA�rSTI 'Z Sf'AC.It Jr7AALL SEA,.. • . , �/ LLJ I� _ 9-1CJd I3CYX I'X�112a"),OK Ar EACH SPLICE I / , FASTENER 9`1"F'E *aI•• FOOT b FOOT ., ; co9a9'XA•191"NAILS i �� A��� �S t 1r Ag / + t� �t O O (, =d BOXM j"XO.IPS5-)PR LAUNDRY RM. BATH #1 -_ BATH. #2 PANEL SPAN '(e ,NEL "SPAN < PA SPAN ["..""T7wI'.��r✓1 �."rT 7 TI {�' '"' ,I�,I4':eT':J ;-rT"f,A1I.,.I.. �`� �3� "'�(� '�`°� Z a- Cn (O rr 5-166 COMMON ps 14°Xo.1E,z°J;Ore AT EACH JOIST OR IRArT�R / I I 4 FOOT < FOOT < 8 F'C7C)T �-» IJ- ae Leon 5781E SL=Fr50RT1NG JESTS OR RA1•TER9 I -1 1-11 VµTM I _ _ _ I: TERI`�II AIR I. ,+(5SiC1�1ti. E. 4-1Od BOX,"'5'X0.128"J,OR FACE NAIL sI"K -1 1,� '_I ,,�/� y+yy E i< E. l + r �s: .. }.... 4-'5•X0.131 NAILS `""'E I2 1J � 2- _ it��O. +.P+' ,�er"l �I'�# TVF`r� ,L.iS�L.r' I �L..V'��wWM'�"��"� *I"�! I 1� �w.X4�`I�LI' i���. 2q BRIvBIN9 To Jcm r 2-10d(3"X0.128'7 EACH END,TYNE NAIL I BASED ANC+fOR KTH 2 16 10 8 FIRST FLOOR I R sH P INCH MVIBE'I MENT LENS THE DUCTS AND AIR HAA'I`'IXER5 ARE LCAT ENTIRELY Y�DITI-ON O W000 57MXTURAL PANEL5,510FLOOR ROOF AND INrE OR WALL 5hEAT41KO TO PRAMIN9 AND PARTICLE 80AMP HALL 5HEATHINS To PIRAMIN&[Wr;;TABLE FW.2.00)r�-oR Y400P 5TRUGTVRAL RAWL Exr OR HALL SHEATHIN9 TO WALL.FRAKNO] THE 5UI LP 5ORZKMVI S-7 THERMAL ENVELOPE.E. d carr• om r2"xoals')NAIL LOOS,YA►LL) r NO. iO VdOt . . 30 '431'-J¢' Cd GCMNfO1V(2 (i'Xo.191'JNAIL(8001`) b 12 a° BASED AANC+TOR. V41TH 2 Ufa 112 CT INCH I M5WMENT LENST#i R405.5,5: BIIIL�IN CA');TIES - SHAL.L NOT BE USED, AS PUCTS OR 31 156..- I. Od COMMON NAIL(2,5°X,.131') 6 121 . ICJ-GDh+fFiL7Al(3"X0.148")NAIL,OR 6 12 POWDER RM I \ Y4 IL I.AA�� J�✓�J r Ly � L . / KITCHEN BASE1. PirM� WITH 2 116 16 16 � L. W IN'- I)`° bd f2)5'X0.131')t7Er-ORME37 NAIL fS,405,4. �CH I U""lr JYST f"Ii-IN I��B I4./i`t -` i.,+r YIi'6 ' . OT`I E s MiALL 3HMATHIRS I I INCH EMBEDMENT l,-ENIS'T� r �! .�•,r+y MIN. �iI. 'J8 I A'57RZTURAL CELLULOSIC 19BERWARD WIAMt7oe,OKI'GROWN STAPLE 116 go. 5 6 I n I NT sR rn �L�IL"3�a >1056F � � 611�, INSULATE t 4/ `"� ['il l�. . SHEATNIN6 " ca. THIS TA5LE 15 5A5ED ON I8p MI ULTIMATE ` 34 EAFIEASTHI� L cm I,�osla F1�oAI� viAAM�R OR i vwm srAPLE la� 5 6 FIRST FLOOR D I I*I V'dINU S 117 Ai+�7 A ;3 FCX•1T MEAN R�"?C7#� R405b r CH CICAL. VENTILATION ATI N - THE ILDINS ALL BE I '@ALYANIZ®ROOFINS MA114 5TAFLE * 7 fj ICI-IT. PROVIDED P41 TI-I VENTILATION THAT MEETS THE E REOL El*="IEI'*TS OF 55 Y," srI^P�uM SHEATHItJBd >�W OR 115"LONG:114'=+AWS, b. tA�' VERS SI'ALL M II'�II"�i'i PALLED AT �SINIS I IIIA C. . ENOS Or: THE NOOD STR V,TU AL PANEL.d 13a'E9ALVANIZEP ROOF 1M&NRil;STAPLE 7 .1 1ATI�1� SMALL L�G�+.T I`ii�T X35 THAN 'I`� �iHA1�dI `.}�AI� 4/ 11 ILA" `I3C ;A� ' EiALENO �, 'I`� 56 X'6YPSIJM sHF�+TH1raaG GAL VANI,�,I%'SOW-KS,rYPE W oR 5 MOO STRL+9TRLAL PAA�LS COMBINATION SLBrLooR uNIm:RIJIYMP3�ir To PRAMINS INCH IR.OM THE EMOE OF T77L PANEL. .' THAN 57 !y4'Arab L� Idd (2"XOJ20")NAIL;OR 6 1Z . C. AW-,HORS 3HAa1LL PENETRATE THt�OI OH THE 0.0I X CFA + "'I=5 X (O OF Bri,)R OMS + 1). . bd cor-1r1aN t15°X0.131)NAIL I=3:"CERC!3R WALL C.CVERIN Y1ilTf-}} ANtBE17M$JT *GFA = CONDITIONED FLOOR AREA y, Dd GOMNI01a(1'X0.191")NAIL,08 3& -1' dd DEtF01�i1Mm 15'X0.120")xA1L b 12 LENOTH OF NOT LESS THAN 2 INCHES INTO THE �. . � + .. � ++ 0 U) I W IOd COMM 1(g"x0.146")NAIL,OR BUILVINO FRAME. FASTENERS SHALL. IM LOICATED ��* /� �� +�y� � F t�1 W y SM 0111"- IA" 1•Jd DEFC1ldR+lt�N(5"2 .14611;NAl NAIL 15 1'2 NOT 1..E THAN r2t.�, I�'_rI4E5/' `1 THE EV6E Oil= Tfe . P."T'i}y✓{•I./s�:}�E�J[U/I�F�if EN :JIi�I�'I'}}`i��5(1�°A/.a/��,♦yApai,.I'i✓�y7��'r� t'i,1'111�,I.EL ��} FOR SI, I Irrh ■ 25.4 mm.I Poot■504b mm,I MILE PER,HOUR■0.44"7 ff^I;CSI ■Ill MP13 ALL PLUMBING WORK TO CONFORM C ONC1ET BLOCK OR C/ON✓1�. LOADS CA4-y/U "E� PER d SSI CA 1 +.l""\NUEL J. '` , y�^,J,�k��fr 'k WI NATIONAL STANDARD PLUMBING d' 1''�ANE4S ATTAGI•'IED TO MASONRY OR rr�� Cr_.V',, O CODE,LATEST EDITION,AND LOCAL : v> _`. i. W 11 REQUIREMENTS 6 0.NAILS ARE WX OR DEFflRA�SHAWS EXCErr MWBQE OTHERWISE STATED.NAILS USM FOR r RAMINS AND SHEATHIM5 3. MA5QI�z'Y/5TUGC,O SHALL EC ATTAAGHtV USING Q os CONNECTIONS SHALL HAVE MINIM.M AVER4GE''ENDING YIELD 5TRM45TH5 A9 9HONNI 80 KSI POR SHANK DIAMETER Or 0.142 INCH(`20d C0 N/15RATION-?F 515TANT AN,GFIOR5 HAVINC7 ,� N liR��''�"4.1.- �LI�FIXTURES �TI KIS, - Jit I NII` L,11M lOF�1'75% x L't d� r .,I , -A..- t� COMMON NAIL.),610 KSI FOR 94AW DIAMITrITI LA'�ER TK M 0.142 INCH 9Ur N0'r LAI`il! a THAN 0.171 ING•IA ANO 1w K51 FOR SHANK It�ST"AL-LEt i I � �T HAVE 111 G�. T f I i I I !"9i{skis , �� TO NEW SEPTIC SYSTEM //ma�y +�p•�,r�. { t�++. • DIAWTMS OF O_I4a INCH OR LESS, THAN i SGln. i5 ULTIMATE KITHORAKAL G Q HT1" OF NOT LESS L.L./Y'i" L./L.i P"'! 7E L.IHTIN EEI''A1IDT 2s . 5 v 0�STAPLES ARE Il'+eAdc WIRE AND HAVE A MINIMUM%A6b lNAiH ON DIANIefEB GROM KIPTH. C.NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCF-E9 ON CENrTR AT ALL SUPPORTS AOM SPANS ARE 4b INLI-M OR OREAT17t �Q I'. 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" .. . . �rP5+lr4 sHPtTH"'I SHALL CONFORM TO A5TM G 1596 AND SHALL BE INSTALLED IN,ACCORDANCE AITH LSA 255.FIBERWARD SHEATHING HEATED 1NATER N!)N�-GIRCULA�,ITII� RUNC�UT5 GIRCUL.ATINC7 MAINS AND RUNCUTS THE 2015 INTERNATIONAL RE511DENTIAL COTE. PCC 11 DATI4'.�'NS CHAPTER 4 DEVON 5� UPON PRE NMP-, 1 'E LOAD.. C.dNFORA'I TLJ ASTM G 208. h.sFA xs OF rASTEN�ON rLOOR 5JHEATHIN6 EDGES AFFLII S TO PALL EDGE SUPPORTED BY PRAMING NSIMSE S ANP Rte,,JIBED TEMPERATl1RE - '-T IE MZ6*HANIGAL: '5'rSTEM5 SHALL BE 1N5TALL.'EE) IN A44O AiV�E WITH THE RECUIR,EMENT5 OF CHAPTER5 12-23 OF 13EARI1�6 '\t�ALU OF S�11�11�``�" ��.. ;A1NWOR GRAVE AT 2000 �.$ . 13LOGKINIS NO AT FLOOR PERIMETERS ONLY,SPAGIN15 OF FASTL�S ON ROOF SHEATHIN&PANEL E 5 APPLIES TO PANEL . WFFORTCD BY PRAMiNM Mt`ME101115 AND R�MMIED BLOCAGINPJ.51-000IB OF=.00P 0R FLOOR 9HCATHINe PA IM.rV PCRPMC IDICILAR TO 110-IASO �:.5 1.0 1.5 2.O THE 20)15 INTERNATIONAL RESIDENTIAL CODE. �}�' S�IJARE FC�C�. NTI�AI.C1Tt�R "I-C�e C1C�NSULT Ei*�d�lT~+tEER ;IF 1�IFF T rtdE FRA1NINe5 r-EATERS NEM NOT Ppt7VIDED EXA.[PT AS RSgIIIFF9 By orHER PRe+Vlsle3hG of THIS GODS.FLOOR P�►JMETER SHALL -THE 1-1! t5A5 5Y5TEM St-h�4LL. BE INSTAL.I.ET.� IN AC.C.©tANC.E WI TI f Ti-IE REi'x'�JI1E1�lENTS CJF G4-IAITER 2�$ 7F TtlE y tg �yy' �* /� ,r *yy� gyp- r �r II KAME AA RA�FTCR I5 AST'ENM O AN ASD 1JDACEN7 PAR LLEL CEILING JOIST 1N ACCORDANCE KTH THIS WAED E,FROFYIDE TYU7 TOE NAI LI I�'�'J'"I JC C.J C.r1' I• ! I-a 2' Ci'15 INTERNATIONAL RES'1 DENT1/�L CODE .I IL. MATERIALS AFOUND UPON'R.rv1 Y ES.r'f-4 Y AI Ii.rN 6r+f`4 �I .Hi.iT1E� FOP, ON ONE SIDE Cr THE RAFTER ANP TOE NfULS 771E GEILINA5 J015T TO TOP PLATE IN AGGt3RDJUdG�WITH THIS S,Gi�DIJLE.THE TM NAIL THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REM11REI'J.