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HomeMy WebLinkAbout49153-Z oF sourya� Town of Southold P.O. Box 1179 0 53095 Main Rd �O�y��UNr1 N`�i Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46489 Date: 09/11/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-NEW Location of Property: 410 Aquaview Ave East Marion, NY 11939 Sec/Block/Lot: 21.-3-4 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 10/28/2022 Pursuant to which Building Permit No. 49153 and dated: 04/21/2023 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: Single-family dwelling with a finished basement (with bath) and roof deck as applied for. The certificate is issued to: Sefi Graider,,Waylon Decanio Of the aforesaid,building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-20-0152 8/22/2025 ELECTRICAL CERTIFICATE: 49153 9/4/2025 PLUMBERS CERTIFICATION: William Schwamb Plumbing & Heating 8/13/2025 MY Aut ed;Signature 4 fi OfSO& TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE COUN". SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49153 Date: 04/21/2023 Permission is hereby granted to: Renewal Date: 05/28/2025 Sefi Graider 1 Shortwood Ln Setauket, NY 11733 To: Construct new single family dwelling,on vacant land,as applied for,with SCHD approval. Premises Located at: 410 Aquaview Ave, East Marion, NY 11939 SCTM#21.-3-4 Pursuant to application dated 10/28/2022 and approved by the Building Inspector. -To expire on 05/28/2027. Contractors: Fees: Renewal Fee $1,042.40 Tota I 1042.40 Building Inspector o�SUEFo TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE Wo SOUTHOLD, NY y�o a��su 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#: 49153 Date: 4/21/2023 Permission is hereby granted to: Milano, Susan 140 Harvard Ave Rockville Centre, NY 11570 To: Construct new single family dwelling, on vacant land, as applied for, with SCHD approval. At premises located at: 410 Aquaview Ave, East Marion SCTM #473889 Sec/Block/Lot# 21.-3-4 Pursuant to application dated 10/28/2022 and approved by the Building Inspector. To expire on 10/20/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,684.80 CO-NEW DWELLING $50.00 Total: $1,734.80 r Building Inspector o��OF SO!/T�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 �� a �ycOiJNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Susan Milano Address: 410 Aquaview Ave City: East Marion St: NY. Zip: 11939 Building Permit#: 49153 Section: 21 Block: 3 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor:. Electrician: ESF Electric License No: 55923ME SITE DETAILS Office Use Only Indoor Basement F�; Service 5-11 Solar (— Outdoor I✓ 1st Floor W° Pool r` Spa F' Renovation F' 2nd Floor r' Hot Tub r' Generator (� Survey 1- Roof Garage Battery Storage r INVENTORY Service 1 ph Heat Duplec Recpt 49 Ceiling Fixtures 5 Bath Exhaust Fan 1 Service 3 ph F Hot Water Gas GFCI Recpt 8 Wall Fixtures 5 Smoke Detectors 5 Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 63 CO Detectors- Sub Panel 1 OOA A/C Blower 3 Range Recpt Dual Ceiling Fan 3 Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt Gas Emergency Strobe Heat Detectors Disconnect 200A Switches 41 4'LED Exit Fixtures Other Equipment: Instant Hot, Fridge, Mini Fridge, Oven, Hood, DW, W/D, Cooktop, ERV, 200A Meter- Main Disconnect 8 Circuit , 200A Panel 40 Circuit/40 Used, 100A Panel 6 Circuit/4 Used Notes: Two Story W/ Finished Basement & Rooftop Deck Inspector Signature: X Date: September 4, 2025 Sean Devlin ' Electrical Inspector sea n.deviin(&town.southold.ny.us 410AquaviewHouse S Town Hall Annex M�ggr�, Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G O Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD p,UG 2 8 2025 �� Bulld°srig DOce"Gt'a ant Id CERTIFICATION Date: oar Building Permit No. 1 5-3 _ Owner: S ral C e V V( cvt can I L> (Please print) a— Plumber: William Schwamb Plumbing & Heating, INc (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ( u ers Signature) Sworn to before me this �'� day of'-Au ffU94720 Notary Public, ��tinty KIRSTEN E.HESPOS Notary Public State of New York No.01 HEW4810 Qualified in S fires 09/24/20�� Commission Expires OE SO(/T�o� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG: [ ] OUNDATION 2ND [ ] INSULATION/CAULKING FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM RKS: DATE 0( t t .INSPECTOR /WA) 1A) SOUIyo<o * * TOWN ORSOUTHOLD BUILDING DEPT. , cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION f ] FIRE RESISTANT PENETRATION [ ] 'ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE ARKS: 01 DATE L'i ?• INSPECTOR OF SOUly�lo _ # TOWN OF SOUTHOLD BUILDING DEPT. - cou 631-765-1802 INSPECTION . ] FOUNDATION 1ST/ REBAR [ KINSULATIOWCAULKING GH PLBG: FOUNDATION 2ND [ [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ' [ ] RENTAL REMARKS: �nt✓� -soh C4Wf Wv� - DATE INSPECTOR q souryO� TOWN OF SOUTHOLD .BUILDING DEPT. Comm, �0 631-765-1802 INSPECTION [ ] 'FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [- ]�IULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINALS [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY.INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ -] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ], PRE C/O [ ] RENTAL REMARKS: �1 C � 6) 6VA& _'v ei w d ld rm � - L DATE 0 INSPECTOR Liq SOGIyO: WSOUTHOLD I /o �uov' (+VTO N BUILDING DE T. coorm, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: i��D DATE INSPECTOR OF SOUTyolo # # TOW_ N OF SOUTHOLD BUILDING DEPT. o ,� 631-765-1802 411/,4 INSPECTION ' [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL Nb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL i R ARKS: i (h 40o ` , on :6 /00? Ap �vn Llloo/ DATE to INSPECTO ����� ho�aOP SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST Np [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: v�� al"� ✓ O WIL 6�uo,4- (aGatlo,--t sjv Q�co nA" Aft DATE Y INSPECTOR souryO 3 �//o �4 v v,ew �# Jl OF SOUTHOLD BUILONG DEPT. �o T co 631-765-1802 INSPECTION. [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY A ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: - -�o "in �' r 4�. ` ej rjA r dJ1 �0't boLzoad-- `jq -r DATE 2 INSPECTOR how*OF 50UlyOlo � ql -� I �/ �/ --- # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] =FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O. [ ] RENTAL REMARKS: DATE INSPECTOR AUG 2 8 2025 .. KEW Y0'RX g 8UILD,GNG' r ®P .T E C N N O-L O�4,y 8 GgOUP Y eat Bujidint rg1f11;b oOLi�s,.�,£.. Affidavit Of 2020 NYECCC Compliance Date: 7/29/2025 Inspection Address: 410 Aquaview Avenue This is to Certify that on 7/29/2025 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 1 2700 Blower Door Test Result: 516.9 Conditioned Volume: 1 24385 Leakage in ACH50: 1.27 402.4.1.2 2020 ECCC 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 of conditioned floor area. System 1: bsmt Leakage CFM@25: ductless Supply R-value: n/a lReturn R-value I n/a System 2: 2nd Leakage CFM@25: Exempt Supply R-value: n/a Return R-value n/a System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: I Exempt CFM@25 Leakage Limit: 1 1 1081 JCFM@25 EXCEPTION-All ductwork and air handier is located within the building thermal envelope 403.3.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: I 74 Required: I 65 M1507 Compliance Pass Combustion Safety Testing: See Attached Report Insulation and Thermal Bypass: Not Inspected HERS QA Provider: Signature of Certified RESNET HERS Rater: Performance Systems Development �"— 124 Brindley Street,Ithaca NY 14850 �a Provider ID#:1998-072 Tom Baccarella Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax:631509 4538 Email: NYBTGTB@gmail.com New York Building Technology Group 159 Rt.25A,Bldg.1 Suite B NEW YORK ,+�• IeUILpING Miller Place,NY11953 aa» TGQOUP Vv c c n"0 4 o a v Tel.(631)495-0289 Fax(631)389-2808 Combustion Safety Testing Form Certified Home Address: 410 Aquaview Avenue City: East Marion Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: 1749133375 Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Insulated Mech Room (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 07/29/2025 Outdoors Temp During Test: 77 OF CAZDgRressurization (Note:Net Change=Test Pressure-Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test?Yes No X Net Change: 0 pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Primary_Yes X No _ly .Furnace Boiler X Heat Pump Other eahxng Syt�tz W as 3 :r a z: �r 3 CO CO E cren ruel a Venting�yT pea" Draft Sp1UaQe .� Spillage g� �.. 41� *Airscal orst�Case a' r `` atural ors?Case ',= atural . ating: 95 AFUE N P x O_E_ N_V_M_S X N/A Pa. Pass X Fail_ Pass X Fail_ N/A PPM N/A PPM Prima _Yes x e.Standard Tank Indirect Tankless x Size: 4 Y TYP- _ _ _ _ Style Common Vent❑ rLalt3r 6[dtEi" No— Instantaneous—Commercial—(See Note 5 below) (Gallons) Stand Alone wn �in ltentinQ7�pe3< � / o s P$ „ a P g s wECe PQ �p C+fir . � �., I'dsca �� s ors Case`Ai a orstCase . dhrr6! EF: .99 N_P_O EX N_M_S X N/A Pa. Pass X Fail_ Pass X Fail_ N/A PPM N/A PPM Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes X No Oven CO 65 PPM Ambient CO(During Oven CO Testing) o PPM IHeating System Efciency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal ZFuel Type: N=Natural Gas P=Propane O=Oil E=Electric 3eenting Type: N=Natural/Atmospheric V=Natural/Atmospheric PLUS Vent Damper M=Mechanically Assisted S=Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances 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) 'Water Heater Efficiency.-, If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Tom Baccarella Rater Number: 3587347 Rater Signature: Date: Aug 07, 2025 lh brm 901 06 01CST Form 2011 FOR 2011 USE ONLY Corresponds to BHI -2011 Envelope Leakage Test Testing Company: Technician: THE ENERGY CONSERVATORY Name: NY Building Technology Group Name: Tom Baccarella Address: 159 Rt. 25A Credentials: Resnet 3587347 Miller Place, NY 11741 Email: Info@nybtg.com Phone: 6314950289 www.NYBTG.com Building Information: Customer Information: Project ID: 410 Aquaview ave Name: Address: 410 Aquaview Avenue Address: East Marion, New York 11939 Geo-Tag Data: Latitude:41.139410 Longitude:-72.350834 Ti mestam p: 2025-07-2910:54:56 Measured Leakage: 1.27 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: Multipoint Purpose of Test: Envelope (IECC) Measured CFM50: 516.9 (+/-2.1%) Effective Leakage Area: 37.2 in Building Volume: 24,385.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient(C): 61.8 (+/-15.2%) Exponent (n): 0.543 (+/-0.042) Correlation Coefficient: 0.99701 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 75 OF Post Indoor Temp:75 OF Pre Outdoor Temp: 77 OF Post Outdoor Temp: 77 OF Altitude: 0.0 ft Time Average Period: 10 seconds Test Date and Time: 2025-07-29 10:56:38 700 600- - - --- — — -- --' Depressurize 500- E - - 46 400 _- Y 300 - ! - ----- — - — 100-- 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa), Bldg_(Pa) Ad Bldg_(Pa), Fan (Pa), Flow (cfm), Config Baseline 0.1 -60.0 -58.5 -59.0 -88.1 558.0 Ring B -54.0 -53.4 -53.8 -79.0 528.6 Ring B -48.0 -47.8 -48.2 -72.4 506.1 Ring B -42.0 -42.1 -42.6 -63.6 474.8 Ring B -36.0 -34.8 -35.3 -51.9 429.1 Ring B -30.0 -30.6 -31.1 -47.0 408.6 Ring B -24.0 -22.6 -23.0 -32.8 342.1 Ring B -18.0 -18.6 -19.1 -24.6 296.7 Ring B Baseline 0.8 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6102 Calibration Date: 2025-03-18 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.10.2 (3), ©2025 The Energy Conservatory, Inc. Page 2 of 2 NEW YORK JBIJILDI: NG T E C H N O GROU.R' p,UG 2 8 2025 LI Project Site: 410 Aquaview Avenue East Marion, NY 11939 SuIl in Qep� °eat -Town of�3 Whole House Mechanical Ventilation System What You Need to Know: The NYS building code(R303.4) requires whole house mechanical ventilation in all new homes. New homes are designed to be as air tight as possible in order to conserve energy. Because of this,it's possible for the home to become stale and unhealthy when windows and doors are kept closed for long periods of time. The whole house mechanical ventilation system is designed to provide the minimum amount of safe and clean breathing air for occupants during those periods.Since the fan is not affected by wind,drafts,or stack effect,the maximum amount of energy savings is possible while still having a safe home through the use of mechanical ventilation. Your home is equipped with programmable timers on 2 of the bathfans. In order to ensure adequate fresh air and ventilation to meet minimum code requirements,installed timers need to be set to run as noted below. 53 min per hour or °t 21 hours per days w N'EW YO`R`K m BUILDING ® l i E C M'H'o L-o G,v, Gnoo'r Affidavit Of 2020 NYECCC Compliance Date: 7/29/2025 Inspection Address: 410 Aquaview Avenue This is to Certify that on 7/29/2025 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACHS0 Conditioned Floor Area: 1 2700 Blower Door Test Result: 516.9 Conditioned Volume: 1 24385 Leakage in ACH50: reentestedby 27 402.4.1.2 2020 ECCC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system h 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 of conditioned floor area. System 1: bsmt Leakage CFM@25: ductless Supply R-value: n/a Return R-value n/a System 2: 2nd Leakage CFM@25: Exempt Supply R-value: n/a lReturn R-value n/a System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: Exempt CFM225 Leakage Limit: 1 1081 JCFM@25 EXCEPTION-All ductwork and air handier is located within the building thermal envelope 403.3.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: I 74 Required: I 65 M1507 Compliance I Pass Combustion Safety Testing: I See Attached Report Insulation and Thermal Bypass: Not Inspected HERS QA Provider: -Signature of Certified RESNET HERS Rater: Performance Systems Development 124 Brindley Street,Ithaca NY 14850 Provider ID#:1998-072 Tom Baccarella Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters), New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com New York Building Technology Group 159 Rt.25A,Bldg.1 Suite B NEW YORK m. IBUILDING Miller Place,NY11953 09 T E C H O 44 G Y 040Up Tel.(631)495-0289 Fax(631)389-2808 Combustion Safety Testing Form Certified Home Address: 410 Aquaview Avenue City: East Marion Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: 1749133375 Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Insulated Mech Room (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 07/29/2025 Outdoors Temp During Test: 77 OF CAZDgpressurization Note:Net Change=Test Pressure-Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test?Yes No X Net Change: 0 pa. If Yes,Total CFM Simulated (explain in notes) NOTES: ��MAN. Primary_Yes x No _Ty,pe:Furnace Boiler x Heat Pump Other ,t �"at il wi "A,1 g ro.. g�n�oa'^+ r Eciencyid Fuef 1�pez.� Yenti>rg�pe3 f p.—E is „Spihage s °CO ' F CO ascal.o - orst Case's atural orst Case ataral`'' Rating:95 AFUE N P X 0 E_ N V_M_S X N/A Pa. Pass X Fail_ Pass X Fail_ N/A PPM N/A PPM Primary_Yes x _Ty .Standard Tank_Indirect_Tankless x Size:_ Style4 Common Vent❑ lL1t MR 8f1t�7"� No_ Instantaneous_Commercial (Gallons ) Stand Alone n " i�enttng7�pe3 ' Draft "° Spillage Sprllage ,,' GO E c en ys �Aa Fuel Typed aox s-Pascal- .;_� (WoistCase_ w atural `"° ' orst,Case atural EF: .99 N_P_0 EX N_M_S X N/A Pa. Pass X Fail Pass X Fail N/A PPM N/A PPM Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes X No Oven CO 65 PPM Ambient CO(During Oven CO Testing) It PPM iHeating System Efciency: 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 3eenting Type: N=Natural/Atmospheric V=Natural/Atmospheric PLUS Vent Damper M=Mechanically Assisted S=Sealed(I1vo Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances 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) 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 Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Tom Baccarella Rater Number: 3587347 Rater Signature: Date: Aug 07, 2025 10 Ih brm 90106 01CST Form 2011 FOR 2011 USE ONLY Corresponds to BHI -2011 Envelope Leakage Test MTE-C Testing Company: Technician: THE ENERGY CONSERVATORY Name: NY Building Technology Group Name: Tom Baccarella Address: 159 Rt. 25A Credentials: Resnet 3587347 Miller Place, NY 11741 Email: Info@nybtg.com Phone: 6314950289 www.NYBTG.com Building Information: Customer Information: Project ID: 410 Aquaview ave Name: Address: 410 Aquaview Avenue Address: East Marion, New York 11939 Geo-Tag Data: Latitude:41.139410 Longitude:-72.350834 Timestamp: 2025-07-2910:54:56 Measured Leakage: 1.27 ACH5O Leakage Target: 3.00 ACH5O Compliance with Leakage Target: Pass Test ID: Multipoint Purpose of Test: Envelope (IECC) Measured CFM50: 516.9 (+/-2.1%) Effective Leakage Area: 37.2 in2 Building Volume: 24,385.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient (C): 61.8 (+/-15.2%) Exponent (n): 0.543 (+/-0.042) Correlation Coefficient: 0.99701 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 75 OF Post Indoor Temp:75 OF Pre Outdoor Temp: 77 OF Post Outdoor Temp:77 OF Altitude: 0.0 ft Time Average Period: 10 seconds Test Date and Time: 2025-07-29 10:56:38 700 600-_ .._ Depressurize 500 _.._ 400 , - - -- Y300 ' ----- - - - - J ' C 200-- r- a 100-- � 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa) BldgJag) Adj Bldg_(Pa), Fan (Pa) Flow (cfm) Config Baseline 0.1 -60.0 -58.5 -59.0 -88.1 558.0 Ring B -54.0 -53.4 -53.8 -79.0 528.6 Ring B -48.0 -47.8 -48.2 -72.4 506.1 Ring B -42.0 -42.1 -42.6 -63.6 474.8 Ring B -36.0 -34.8 -35.3 -51.9 429.1 Ring B -30.0 -30.6 -31.1 -47.0 408.6 Ring B -24.0 -22.6 -23.0 -32.8 342.1 Ring B -18.0 -18.6 -19.1 -24.6 296.7 Ring B Baseline 0.8 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6102 Calibration Date: 2025-03-18 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.10.2 (3), © 2025 The Energy Conservatory, Inc. Page 2 of 2 0 G2� 2�25 ®eta ��o`�,it► 0,SOdk� HVAC Design Calculation .10V in accordance with ACCA Manual JA& S Manual J Eighth Edition V.2 For 410 Aquaview Avenue, East Marion, NY 11939 SO Graider 1 Shortwood Lane Setauket NY 11733 (516) 286-0390 j�,"UI�"G9' .!XG, ��O,LO�4 Y 'is kVU'* Rrepared by Thomas Bacca'I"it mdaccordance with AGCA Manual J 8�'sedition�V2. .,.. .,_. 0$/07/2025 ;Signature:` Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual J, S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 159 Route 25A Building 1 Suite B Miller Place,NY 11764 Telephone:631 496-0289 Fax:631 389-2808 Email:Gene@nybtg.com Revised August 30,2017 Manual S Compliance Report Job: 3771 NEW YORK BUILDING Date: Jun 20,2025 I�Eo��°`°`" 1st Fir&ConBsmt By. Tom Baccarella New York Building Technology Group 159 Rt25A BUldirg 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rybtg.00m web:www.NYBTG.com Project • • For: 410AquaviewAvenue,East Marion,W11939,Sefi Graider 1 Shortwood Lane,Setauket,W 11733 Phone:(516)286-0390 Email:sw@sewaycontractors.com Cooling Equipment Design Conditions Outdoor design DB: 82.4°F Sensible gain: 19222 Btuh Entering coil DB: 75.6°F Outdoor designWB: 72.5°F Latentgain: 5739 Btuh Entering coilWB: 63.4°F Indoor design DB: 75.0°F Total gain: 24961 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm r Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Mitsubishi Electric Model: MXZ-SM36N****+Mixed Ductless Heads Actual airflow: 1200 cfm Sensible capacity: 25200 Btuh 131%of load VRF compressor sizing complies with M 1401.3 Latent capacity: 10800 Btuh 188%of load Total capacity: 36000 Btuh 144%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 18.4°F Heat loss: 22077 Btuh Entering coil DB: 64.1°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Mitsubishi Electric Model: MXZ-SM36N****+Mixed Ductless Heads Actual airflow: 1200 cfm Output capacity: 42000 Btuh 190%of load Capacity balance: 6.6 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F VRF compressor sizing complies with M 1401.3 Backup equipment type: Prop boiler Manufacturer: Lochinvar Model: NKB080(N,L) Actual airflow: 1200 cfm Output capacity: 24000 Btuh 109%of load Meets all requirements ofACCA Manual S. wrightsoft® 2025-Aug-0712:14:07 L •.°•� .•w--ram-p, Right-Suite®Universal 2026 25.0.02 RSU26095 Page 1 410 AquaviewAve\41 0 Aquaview Avenue Jsd_NK.nrp Calc=MJS HomeFrortfaces:N Manual S Compliance Report Job: 3771 NEW YOR"&BUILDING Date: Jun20,2025 �aoo.>°`°`" AHU 1 By. TomBaccamlla New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rotg.00m Web:www."TG.com Project • • For. 410 Aquaview Avenue,East Marion,W11939,Sefi Graider 1 Shortwood Lane,Setauket,W 11733 Phone:(516)286-0390 Email:sw@sewaycontractors.com Cooling Equipment Design Conditions Outdoor design DB: 82.4°F Sensible gain: 7042 Btuh Entering coil DB: 75.5°F Outdoor design WB: 72.5°F Latent gain: _ 1350 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 8391 Btuh Indoor RH: 50% Estimated airflow. 600 dim Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Mitsubishi Electric Model: MXZ-3C30+Multihead PEAD low static Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 179%of load VRF compressor sizing complies with M1401.3 Latent capacity: 5400 Btuh 400%of load Total capacity: 18000 Btuh 215%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 18.4°F Heat loss: 8137 Btuh Entering coil DB: 64.7°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Mitsubishi Electric Model: MXZ-3C30+Multihead PEAD low static Actual airflow: 600 cfir Output capacity: 20000 Btuh 246%of load Capacity balance: -1 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF VRF compressor sizing complies with M 1401.3 Backup equipment type: Prop boiler Manufacturer. Lochinvar Model: NIB080(N,L) Actual airflow: 600 cfrn Output capacity: 18000 Btuh 221%of load Meets all requirements ofACCA Manual S. - Wrightsoft® 2025-Aug-0712:14:07 ACiC� •�*•.- . •..�p� Right-Suite(g)Universal 2025 25.0.02 RSU26095 Page 2 ..A10AquaviewAveWllQ_Aquaview Avenejsc NK.np Calc=MJ8 House Front faces:N Manual S Compliance Report Job: 3771 NEW YORK BUIILDIN�G Date: Jun 20,2025 Io°`° AHU 2 By. Tom Baccarella New York Building Technology Group 159 Rt 25A Buldirg 1 Sute B,Miller Place,W11764 Phore:631-495-0289 Email:Tom@rybtg.com Web:www.NYBTG.com Project • • For: 410 Aquaview Avenue,East Marion,W11939,Sefi Graider 1 Shortwood Lane,Setauket,W 11733 Phone:(516)286-0390 Email:sw@sewaycontractors.com Cooling Equipment Design Conditions Outdoor design DB: 82.4°F Sensible gain: 2348 Btuh Entering coil DB: 75.0°F Outdoor designWB: 72.5°F Latentgain: 162 Btuh Entering coilWB: 62.5°F Indoor design DB: 75.0°F Total gain: 2510 Btuh Indoor RH: 50% Estimated airflow: 400 cfirl Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Mitsubishi Electric Model: MXZ-3C030+Multihead PEAD Actual airflow: 400 cfm Sensible capacity: 8400 Btuh 358%of load VRF compressor sizing complies with M1401.3 Latent capacity: 3600 Btuh 2224%of load Total capacity: 12000 Btuh 478%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 18.4°F Heat loss: 3088 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Mitsubishi Electric Model: MXZ-3C030+Multihead PEAD Actual airflow: 400 cfm Output capacity: 13200 Btuh 427%of load Capacity balance: -21 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F VRF compressor sizing complies with M1401.3 Backup equipment type: Prop boiler Manufacturer: Lochinvar Model: NI®080(N,L)Radiant Actual airflow: 400 cfm Output capacity: 4000 Btuh 130%of load Meets all requirements ofACCA Manual S. -�- wrightsoft® 2025•ALg-0712:14:07 �, •�°.� •. -,�-�, RgWSute®Uriversal202525.0.02RSU26095 Page ...410AgraviewAve1410 Agraview AverueJsd_NK.rLp CaIc=MJ8 HouseFroriMces:N Load Short Form Job: 3771 NEW 1 BUILDING Date: Jun 20,2025 -. . . Entire°° Entire House By TomBaccarella New York Building Technology Group 159 Rt 26A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:%~NYBTG.com Project • • For: 410 Aquaview Avenue,East Marion,W11939,Sefi Graider 1 Shortwood Lane,Setauket,W 11733 Phone:(516)286-0390 Email:sw@sewaycontractors.com Design Information Htg clg Infiltration Outside db(°F) 18 82 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD('F) 50 7 Pressure/ACH/AVF 50 Pa/3.0/1112 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(grAb) 40 40 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cim Airflowfactor 0 cfm/Btuh Air flow factor 0 cfTg tuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load HtgAVF ClgAVF (M (Btuh) (Btuh) (clm) (cfrn) 1 st Flr&ConBsmt d 1814 17063 18474 1200 1200 AHU 1 d 548 6014 6725 600 600 AHU 2 d 375 3088 2348 400 400 Entire House d 2737 26164 26949 2200 2200 Other equip loads 7138 1065 Equip.@ 1.00 RSM 28014 Latent cooling 3718 TOTALS 2737 1 33302 31732 1 2200 1 2200 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - wrightsoft® 2025-Aug-0712:14:07 Right-Suite®Uriversal 2025 25.0.02 RSU26095 Page 1 +� ...410AquaviewAve\410_Aquavlew Averue,_Jsd_NK.rLp Calc=MJ8 House Frortfaces:N Load Short Form Job: 3771 NEW YOflK - BUILDING Date: Jun 20,2025 � a��°`°" 1st Fir&ConBsmt By. Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:wm.NYBTG.com Nqfectl nforrTiation For: 410 Aquaview Avenue,East Marion,NY11939,Sefl Graider 1 Shortwood Lane,Setauket,NY 11733 Phone:(516)286-0390 Email:sw@sewaycontractors.com Design • • Htg Cig Infiltration Outside db(°F) 18 82 Method Blower door Inside db(*F) 68 75 Shielding/stories 3(partial)/2 Design TD(°F) 50 7 Pressure/ACH/AVF 50 Pa/3.0/1111 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/Ib) 40 40 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM36N**** Cond MXZ-SM36N**** AHRI ref 217135877 Coil Mixed Ductless Heads AHRI ref 217135877 Efficiency 11 HSPF2 Efficiency 12.0 EER2,17 SEER2 Heating input Sensible cooling 25200 Btuh Heating output 42000 Btuh @ 47°F Latent cooling 10800 Btuh Temperature rise 32 OF Total cooling 36000 Btuh Actual airflow 1200 dim Actual airflow 1200 cfm Airflowfactor 0.070. cfm/Btuh Airflowfactor 0.065 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.77 Capacity balance point=7 OF Backup:Lochinvar LOCHINVAR NIB080(N,L) In ut=24000 Btuh Output=24000 Btuh 95 AFUE ROOM NAME Area Htg load Clg load Htg AVF CIgAVF OF) (Btuh) (Btuh) (cfm) (Cfm) Bed 4 173 2113 3189 149 207 Bsmt Bath 85 349 22 25 1 Dining Rm 116 0 866 0 56 Foyer 303 3866 1804 272 117 Kitchen 172 1315 4023 93 261 Living Rm 262 2852 2931 201 190 Pwdr 36 330 '54 23 3 Rec Rm 601 5772 5564 406 361 Utility 65 466 22 33 1 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. =ight_soft' 2025 Aug-0712:14:07 aN°=. Riga-Suite®Universal 2025 25.0.02 RSU26095 Paget ACCA ..Ai0AquaviewAve1410 Aquaview AverueJsd_NK.ng Cale=MA HouseFrontfaces:N 1 st Fir&ConBsmt d 1814 17063 18474 1200 1200 Other equip loads 5014 748 Equip.@ 1.00 RSM 19222 Latent cooling 5739 TOTALS 1814 22077 24961 1200 1200 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. At, Ad- wrightsoft® 2025-Aug-0712:14:07 Pigtt-SLite@ Uriversal 2025 25.0.02 RSU26095 Page 3 �+CA ..A10AquaviewAve\410 Aquaview AverueJsd_NK.rup Cale=MJ8 House Frortfaces:N Load Short Form Job: 3771 NEW YOflK (BUILDING Date: Jun 20,2025 AHU 1 By. Tom Baccarella New York Building Technology Group 159 R1:25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rybtg.oDm Web:wm.NYBTG.com Project Informati0h For: 410AquaviewAvenue,East Marion,NY11939,Sefi Graider 1 Shortwood Lane,Setauket,NY 11733 Phone:(516)286-0390 Email:sw@sewaycontractors.com Design Informatiorl, Htg Clg Infiltration Outside db(OF) 18 82 Method Blower door Inside db(OF) 68 75 Shielding/stories 3(partial)/2 Design TD(°F) 50 7 Pressure/ACH/AVF 50 Pa/3.0/1111 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(grAb) 40 40 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-3C30 Cond MXZ-3C30 AHRI ref 216505927 Coil Multihead PEAD low static AHRI ref 216505927 Efficiency 10 HSPF2 Efficiency 12.7 EER2,17.2 SEER2 Heating input Sensible cooling 12600 Btuh Heating output 20000 Btuh @47°F Latentcooling 5400 Btuh Temperature rise 30 OF Total cooling 18000 Btuh Actual airflow 600 dim Actual airflow 600 cfm Air flow factor 0.100 cfmBtuh Airflowfactor 0.089 dim/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point=-1 OF Backup:Lochinvar LOCHINVAR NIB080(N,L) In ut=18000 Btuh Output=18000 Btuh 95AFUE ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft2) (Btuh) (Bich) (cim) (cfm) Bed 2 163 2899 3352 289 299 Upper Hall 175 0 0 0 0 Primary Bed 210 3115 3372 311 301 AHU 1 d 548 6014 6725 600 600 Other equip loads 2124 317 Equip.@ 1.00 RSM 7042 Latent cooling 1350 TOTALS 548 1 8137 1 8391 1 600 600 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft- 2025-Aug-0712:14:07 �, - - Right-Suite®Uriversal202525.0.02RSU26095 Page �+� ...410AquaviewAve'410_Aqua%iew Averuejsd_NK.rLp Calc=MJ8 House Front faces:N Load Short Form Job: 3771 NEW YOPK BUILDING Date: Jun 20,2025 ® �Gk°°. AHU2 By. Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tam@rybtg.com Web:www.NYBTG.com Project • • For: 410 Aquaview Avenue,East Marion,NY11939,Sefi Graider 1 Shorlwood Lane,Setauket,NY 11733 Phone:(516)286-0390 Email:sw@sewaycontractors.com Design Information Htg Clg Infiltration Outside db(°F) 18 82 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD(°F) 50 7 Pressure/ACH/AVF 50 Pa/3.0/1111 cfrYt Daily range - L Inside humidity(D/o) 50 50 Moisture difference(grAb) 40 40 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-3C030 Cond MXZ-3C030 AHRI ref Coil Multihead PEAD AHRI ref Efficiency 12.4 HSPF2 Efficiency 15.4 EER2,29.9 SEER2 Heating input Sensible cooling 8400 Btuh Heating output 13200 Btuh @ 47°F Latent cooling 3600 Btuh Temperature rise 30 OF Total cooling 12000 Btuh Actual airflow 400 cfin Actual airflow 400 cfm Air flow factor 0.130 cfm/Btuh Airflowfactor 0.170 cfm/Btuh Static pressure 0.03 in H2O Static pressure 0.03 in H2O Space thermostat Load sensible heat ratio 0.94 Capacity balance point=-21 OF Backup:Lochinvar LOCHINVAR NI®080(N,L)Radiant In ut=4000 Btuh Output=4000 Btuh 95AFUE ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (fl (Btuh) (Btuh) (cfM) (crM) Primary WIC 30 0 0 0 0 Primary Bath 142 1860 924 241 157 Bed 3 143 974 1350 126 230 2nd Bath 60 254 75 33 13 AHU 2 d 375 3088 2348 400 400 Other equip loads 0 0 Equip.@ 1.00 RSM 2348 Latent cooling 162 TOTALS 375 1 3088 2510 400 400 i Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2025-Aug-0712:14:07 ACID Pigtt-Suite®Uriversal 2025 25.0.02 RSU26095 Page 5 ...410AquaviewAveW10 Aquaview Averue Jsd_NK.rtp Calc=MJ8 House Front faces:N Project Summary Job: 3771 NEW YOflK w._ BUILDING Data: Jun 20,2025 Entire House By. Tom Baccarella New York Building Technology Group 159 Rt 25A Bulding 1 Sute B,Miller Place,W11764 Phone:631-495-0289 Email:Tam@rryblq.com Web:wwW.NYBTG.com Project • • For: 410AqquaviewAvenue EastMarion,W11939,Sefi Graider 1 Shorlwood Lane,§Wiuket,W 11733 Phone:(516)286-0390 Email:sw@sewaycontractors.com Notes: Design Information Weather: Montauk,NY,US Winter Design.Conditions Summer Design Conditions Outside db 18 OF Outside db 82 OF Inside db 68 OF Inside db 75 OF Design TD 50 OF Design TD 7 OF Daily range L Relative humidity 50 % Ventilation Method Moisture difference 40 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 26164 Btuh Structure 26949 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(131 cfm) 7138 Btuh Central vent(131 cfm) 1065 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 33302 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 28014 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/3.0 T1112 cfm Structure 3718 Btuh Central vent(131 cfm) 3533 Btuh Heat!ngg Cooling Area(ft2) 2737 2737 Equipment latent load 3718 Btuh Volume(fts) 22235 22235 Airchanges/hour 0.31 0.14 Equipment Total Load(Sen+Lat) 31732 Btuh Equiv AVF(cfm) 113 51 Req.total capacity at 0.70 SHR 3.3 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Airflowfactor 0 cfm/Btuh Air flow factor 0 cfrdith Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - - wrightsoft- 2025-Aug-0712:14:07 !f!!:^ •-�^ -!- r�-� Rigft Sute®Universal 2025 25.0.02 RSU26095 Page 1 ACCk 410 AglaviewAve\410_Aquav ew Ave—Jsd_NK.4 Calc=MJB House Front faces:N Summary ProJ Summary ect Job: 3771 Date: Jun 20,2025 NEW YOPK @ IBo�`ulu>Dioo 1st Fir&ConBsmt By. TomBaccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tam@rrybtg.wm Web:www.NYBTG.00m • Information For: 410Aquaview Avenue,East Marion,NY11939,Sefi Graider 1 Shortwood Lane,Setauket,NY 11733 Phone:(516)286-0390 Email:sw@sewaycontractors.com Notes: Desi•n Information Weather: Montauk,NY,US Winter Design Conditions Summer Design Conditions Outside db 18 OF Outside db 82 OF Inside db 68 OF Inside db 75 OF Design TD 50 OF Design TD 7 OF Daily range L Relative humidity 50 % Ventilation Method ASHRAE 62.2-2013 Moisture difference 40 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17063 Btuh Structure 18474 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(92 dm) 5014 Btuh Central vent(92 cfm) 748 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 22077 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 19222 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/3.0/1111 cfm Structure 3257 Btuh Central vent(92 crm) 2482 BBtuh Heatingg Cooling Outside air Area(fF) 1814 1814 Equipment latent load 5739 Btuh Volume(fts) 14850 14850 Airchangesthour 0.31 0.14 Equipment Total Load(Sen+Lat) 24961 Btuh Equiv AVF(cfm) 76 34 Req.total capacity at 0.70 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM36N**** Cond MXZ-SM36N**** AHRI ref 217135877 Coil Mixed Ductless Heads AHRI ref 217135877 Efficiency 11 HSPF2 Efficiency 12.0 EER2,17 SEER2 Heating input Sensible cooling 25200 Btuh Heating output 42000 Btuh @ 47°F Latent cooling 10800 Btuh Temperature rise 32 OF Total cooling 36000 Btuh Actual airflow 1200 cfin Actual airflow 1200 cfm Airflowfactor 0.070 cfm/ tuh Airflowfactor 0.065 cfTd tuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.77 Capacity balance point=7 OF Backup:Lochinvar LOCHINVAR NKB080(N L Input=24000 Btuh, Output=24000 Btuh, AFUE Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -F - wrightsoft- 2025-Aug-0712:14:07 •-^•�a •^- ^� Right-Suite®Universal 2025 25.0.02 RSU26095 Page 2 ...410AquaviewAve\410_Aquaview AvEnueJsd_NK.rrg Calc=MJ8 House Front faces:N Pro ect Summa Job: 37711 ry Jun Date: Jun 20,2025 NEW YOAK ,® IBUIxLaDiN4Y AHU 1 By. Tom Baccarella New York Building Technology Group 159 Rt 25A BUldirg 1 Sute B,Miller Place,NY11764 Phone:631-495.0289 Email:Tom@rrybtg.com Web:wvm.NYBTG.com Project • • For: 410 Aquaview Avenue,East Marion NY11939,Sefi Graider 1 Shortwood Lane,Setauket,NY 11�33 Phone:(516)286-0390 Email:sw@sewaycontractors.com Notes: Design Information Weather: Montauk,NY,US Winter Design Conditions Summer Design Conditions Outside db 18 OF Outside db 82 OF Inside db 68 OF Inside db 75 OF Design TD 50 OF Design TD 7 OF Daily range L Relative humidity 50 %D Ventilation Method ASHRAE62.2-2013 Moisture difference 40 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 6014 Btuh Structure 6725 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(39 cfm) 2124 Btuh Central vent(39 cfm) 317 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 8137 Btuh Use manufacturer's data y Rate/swin multiplier 1.00 Infiltration Equipment sensible load 7042 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/3.0/1111 cfm Structure 299 Btuh Ducts 0 Btuh Central vent(39 cfm) 1051 Btuh Heating Cooling Outside air Area(ftz) 5" 5" Equipment latent load 1350 Btuh Volume(ft3) 4382 4382 Airchanges/hour 0.33 0.15 Equipment Total Load(Sen+Lat) 8391 Btuh Equiv AVF(cfm) 24 11 Req.total capacity at 0.70 SHR 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-3C30 Cond MXZ-3C30 AHRI ref 216505927 Coil Multihead PEAD low static AHRI ref 216505927 Efficiency 10 HSPF2 Efficiency 12.7 EER2,17.2 SEER2 Heating Input Sensible cooling 12600 Btuh Heating output 20000 Btuh @ 47°F Latent cooling 5400 Btuh Temperature rise 30 OF Total cooling 18000 Btuh Actual airflow 600 cfm Actual airflow 600 cfrn Airflowfactor 0.100 cfm/Btuh Airflowfactor 0.089 cfnBtuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point=-1 OF Backup:Lochinvar LOCHINVAR NKB080(N L)) Input=18000 Btuh, Output=18000 Btuh,�5AFUE Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrigfttsoft' 2025•Aug-0712:14:07 �� Right SLite®Universal 2025 25.0.02 RSU26095 Page 3 ..410AquaviewAveM10_Aquaviev+AverueJsd_NK.nQ Calc=MJB House Front faces:N Job: 3771 Project Summary Date: Jun20,2025 NewvoaK Ieu�NoiO4 AHU2 By. Tom Baccarella Gloul New York Building Technology Group 159 Rt25A Bolding 1 Sots B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com web:wvvw.NYBTG.com Project • • For. 410 Aquaview Avenue East Marion,NY11939,Set Graider 1 Shortwood Lane,Se6uket,NY 11733 Phone:(516)286-0390 Email:sw@sewaycontractors.com Notes: Design Information Weather. Montauk,NY,US Winter Design Conditions Summer Design Conditions Outside db 18 OF Outside db 82 OF Inside db 68 OF Inside db 75 OF Design TD 50 OF Design TD 7 OF Daily range L Relative humidity 50 % Ventilation Method ASHRAE 62.2-2013 Moisture difference 40 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 3088 Btuh Structure 2348 Btuh Ducts 0 Btuh Ducts - 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 3088 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load .2348 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2' Pressure/ACH/AVF 50 Pa/3.0/1111 cfm Structure 162 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating cooling Area(ftF) 375 375 Equipment latent load 162 Btuh Volume(f?) 3004 3004 Airchangeslhour 0.26 0.12 Equipment Total Load(Sen+Lat) 2510 Btuh Equiv.AVF(cfm) 13 6 Req.total capacity at 0.70 SHR 0.3 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-3C030 Cond MXZ-3C030 AHRI ref Coil Multihead PEAR AHRI ref Efficiency 12A HSPF2 Efficiency 15A EER2,29.9 SEER2 Heating input Sensible cooling 8400 Btuh Heat ngoutput 13200 Btuh@47-F Latentcooling 3600 Btuh Temperature rise 30 OF Total cooling 12000 Btuh Actual airflow 400 cfm Actual airflow 400 cfm Airflowfactor 0.130 cftn/Btuh Airflowfactor 0.170 cfm/Btuh Static pressure 0.03 in H2O Static pressure 0.03 in H2O Space thermostat Load sensible heat ratio 0.94 Capacity balance point=-21 OF Backup:Lochinvar LOCHINVAR NIB080(N,Ll Radiant Input=4000 Btuh, Output=4000 Btuh,95 AAFF-UE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. '- wrightsoft® PjgR_Sute®Uriversal 2025 25.0.02 RSU26095 202SArg 071 Page 4 /�•� ..A10 AquaviewAve�410 Aquaview rs Aven 9Jsd_NK.rnp Calc=MJ8 Hoe Front faces:N 9 AED Assessment Job: 3771 NEW YORK BUILDING Data: Jun 20,2025 I�: ° °° Entire House By. Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tam@nybtg.com Web:www.NYBTG.com Project • • For: 410 Aquaview Avenue,East Marion,NY11939,Sefi Graider 1 Shortwood Lane,Setauket,NY 11733 Phone:(516)286-0390 Email:sw@sewaycontractors.com Design Conditions Location: Indoor: Heating Cooling Montauk,NY,US Indoor temperature(T) 68 75 Elevation: 7 it Design TD(°F) 50 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 39.8 39.7 Dry bulb(°F) 18 82 Infiltration: Daily range('F) - 12 ( L ) Wet bulb(T) - 72 Wind speed(mph) 15.0 7.5 Test far Adequate Exposure Hourly Glazing Load 12,000 11,000 10,00 9,000 e,0oo 7,00 s 6,000 5,00 4,00 3,000 2,00 1,000 0 a 9 10 11 12 13 14 15 16 17 16 19 20 Hmv of DAY /H.&Y /Awp° /MDk. Maximum hourly glazing load exceeds average by 31.1%. House does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 100 Btuh (PFG- 1.3*AFG) wrightsoft' 2025-Aug-0712:14:07 ti ArA1TN/°wbMinHAwryCom-ry Rlght-Sute®Universal 202525.0.02RSU26095 Page +� ...410AgraviewAve\410_Aquaview Averwjsd_NK.rLp Calc=MJ8 HorseFrortfaces:N 3771 AED Assessment Job: Jun `° Data: Jun 20,2025 NEW Y.., BUILDING 1st Fir&COnBsmt Y °•°° °°• B Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rybtg.c°m Web:vh%W.NYBTG.cem Project • • For: 410 Aquaview Avenue,East Marion,W11939,Sefi Graider 1 Shortwood Lane,Setauket,W 11733 Phone:(516)286-0390 Email:sw@sewaycontractors.com Design Conditions Location: Indoor: Heating Cooling Montauk,NY,US Indoor temperature(OF) 68 75 Elevation: 7 ft Design TD(OF) 50 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 39.8 39.7 Dry bulb(OF) 18 82 Infiltration: Daily range(OF) - 12 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for-Adequate Exposure Hourly Glazing Load 7,00 6,000 5,000 a,00 s R 77 3,00 2,00 1,00 0 8 9 10 11 12 13 14 15 16 17 18 19 20 H—°f My /Fluuly /A-0 1 Maximum hourly glazing load exceeds average by 46.7%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 697 Btuh (PFG-1.3*AFG) wrightsoft® 2025-Aug-0712:14:07 �� ••°•�a«e� -+�-ate RiglfSuite®Uriversal202525.0.02RSU26095 Paget �� ...410AquaviewAve4110 Aquaview Averuejsd_NK.np Calc=MJ8 House Frordfaces:N AED Assessment Jab: 3771 NEW YO6K (BUILDING Date: Jun 20,2026 - ""°'°°" AHU 1 By. TomBaccar®lla ° New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rybtg,o°m Web:wvm.NYBTG.com Project Information For: 410AquaviewAvenue,East Marion,W 11939,Sefi Graider 1 Shortwood Lane,Setauket,W 11733 Phone:(516)286-0390 Email:sw@sewaycontractors.00m Design Conditions Location: Indoor: Heating Cooling Montauk,NY,US Indoor temperature(T) 68 75 Elevation: 7 ft Design TD(°F) 50 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 39.8 39.7 Dry bulb(T) 18 82 Infiltration: Daily range(T) - 12 ( L ) Wet bulb(T) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 5,000 4,500 4,00 3,50 3,000 s' 2,50 2,00 1,50 1.00 500 0 8 9 10 11 12 13 14 15 16 17 16 19 20 Mw•or o°y /Heu"y /Fraege /A®1mC Maximum hourly glazing load exceeds average by 25.6%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh wrightsoft® 2025-ALg-0712:14:07 A- •�°•����"• .�-ate Rght-Suite®Universal 2025 25.0.02 RSU26095 Page 3 �( ...410AquaviewAve4110 Aquaview Averuejsd_NK.np Calc=MJ8 House Front faces:N AED Assessment Job: s"' NEW YORK BUILDING Date: Jun 20,2025 aRoul AHU 2 By. Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:www.NYBTG.com Pr6ject Information For: 410 Aquaview Avenue,East Marion,NY11939,Sefi Graider 1 Shortwood Lane,Setauket,NY 11733 Phone:(516)286-0390 Email:sw@sewaycontractors.com Design Conditions Location: Indoor: Heating Cooling Montauk,NY,US Indoor temperature(OF) 68 75 Elevation: 7 ft Design TD(OF) 50 7 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 39.8 39.7 Dry bulb(OF) 18 82 Infiltration: Daily range(OF) - 12 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 1,100 1,000 90 80 70 s 60 3 50 400 300 200 100 0 8 9 10 11 12 13 14 15 16 17 18 19 20 H—f Ny /HuvIY /A—W /AEOLM Maximum hourly glazing load exceeds average by 24.5%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh 2025-Atg-0712:14.07 wrightsoftm RigaSUte@ Uriversal 2025 25.0.02 RSU26095 Page 4 f�iCA g ...410AquaviewAve1410_Aquaview AveneJsd_NK.nrp CaIc=MJB House N Right-.18 Worksheet Job: 3771 NEW YDRK IB oIiDIN6 Date: Jun 20,2025 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@nybtg.00m Web:www.NYBTG.com 1 Room name Entire House 1st Ar&ConBsmt 2 E)posed wall 365.3 ft 243A ft 3 Room height 9.0 ft d 9.5 ft d 4 Room dimensions 5 Room area 2737.3 ft' 1814.1 fl' Ty Construction U-value Or HTM Area (fly Load Area (ft') Load number (Btuhlfl;°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/PIS Heat Cool Gross N/P/S Heat Cool _. 6 ' 12FOsw 0065n r 322i 078 �63�" �537 j733 410r 341 294 948 225° j ;. gefaulfNYB,T,G. ,t. _ . 0320 1587' 8 52... _ ._'_?8_ `ai0 .., b.1204 W 15B15-0na2 0.088 n 4.17 0.52 307 307 1281 159 307 307 1281 159 12FOswr 11 DefaultNl(BTG s 0065 a � 32 �2 50 �i2 43178 3359 ��20 7 # � 87 r '0 rtz �` ka 12 3 ; 318 359, W 15B15-0vvc-2 0.088 a 417 0.52 185 185 771 95 185 185 771 95 W�.w75815 OnaB 101088 Los,, 4. ,;2.58', 007 __. . 79ma"79 _ 201 S 79 ?9 um201 R 5. Val 12FObw 0.065 s 322 0.76 541 397 1281 303 301 217 700 166 �-G Default N1BTG 0.320 s 15.87 15.90 60 0 952 954 0 0 0 0 I2 Glass French DR 0.320 s 15.87 11.13 84 0 1333 935 84 0 1333 935 W_,_,_ .15615 Qr2 ' 0088_ s,.'i . "4 17 u0,52 M122,,. ,... 722 51.0 ._.n_.w_63_.. `.122�„ _1`22 W 15B15-Una8 0.088 s_ 2.56 0.07 148 148 378 10 148 148 378 10 l2etault NYBTG �0320 w._: 15 87 ^N0 545 ._4 .470 172E1475BQ Vi✓ 15B15*Ar-2 0088 w 4.04 044 260 150 606 66 260 150 606 66 I--G Glass French DR 0.320 w 15.87 22.74 110 0 1750 2507 110 0 1750 2507, __.36_ .. µ509 I;�.589. C 18A-30a1 0.034 - 1.69 0.73 928 928 1564 676 4 4 7 3 'Fr �r�19C-0tj3hR","�'.".,._�.'._,� 0368 .,• „1�20;_...a...01$ 925 fi'� 925,.•:_,. 1114_,.,M,�s..,..;1...6fi 925_.z=�.._,.925_�,>.�.�1114:� �166: F 19C Obsnp 0368 120 018 2 2 2 0 2 2 2 0 F 19.0 0bsuuR �` z . 0368 1:2Q. �0,18 emu.. 2 _ 2 20M2 a "01��,.�r 0 . F 20P-30w 0.035 1.74 023 36 36 62 � 8 �� ���0 0 0 0 �mrwr�r",y9 c a.�"" a,;, { ;. C+, `u..,�«z,awx._�,..�_,.�.._ 7t a..,a kw OEM x..°M .z 2l,w ..3,. .....Kw.a..:.-__ ,.,�...., � R . .... _. ...... �.,- ...,_... ._ _�..z..a..�.,: 3" 1 Porgy Ro k „771 �L 1�7 RI .-; __.=a... ..d�^4'^"a'ww":.dw. I ME OEM 71 s �I t „M ¢ MITI �}�..�..,� .'' �S Zj 6 c)AED e>aursion 100 697 Envelopeloss/gain 19995 11698 12943 6862 12 a) Infiltration 6169 418 4120 279 b) Roomventilation 0 0 0 0 13 Intemal gains Occupants @ 230 5 1150 5 1150 Applianoes(other 136831 10183 Subtotal(lines6 fo 13) 26164 26949 17063 18474 Lesse)demalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 26164 26949 17063 18474 15 Dudloads 00/0 0% 0 0 0% 0% 0 0 Total room load 26164 26949 17063 18474 Air required(dm) 1 1 2200 2200 1200 1200 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. �'}+- wrrlgF�tsoft- 2025-Arg-0712:14:07 Right-Suite®Universal 2025 25.0.02 RSU26095 Page 1 ...410AquaviewAve\410 Aquaview Averuejsd_NK.rLp Cale=MJ8 Horse Front faces:N Right-J®Worksheet Job: 3"' NEW YOflK IB tlI,DING Date' Jun 20,2025 Entire House By. Tom Baccarella New York Building Technology Group 159 Rt 25A BUldirg 1 Sute B,Miller Place,W11764 Phone:631495-0289 Email:Tom@rybtg.00m Web:www.NYBTG.com 1 Room name AHU 1 AHU 2 2 E)posed wall 792 It 428 ft 3 Room height 8.0 ft d 8.0 It d 4 Room dimensions 5 Room area 547.8 fF 375.5 12 Ty Construction U-value Or HTM Area (fe) Load Area (fly Load number (Btuhff-'F) (Btuh/M or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross NIPIS Heat Cool Gross NIPS Heat Cool ;:- rs "1r'-`7OA65 n 777' 2ff a07f3` 37 4 3 'r '+' 206 665 "158 6 r Defa�ItN1l3TG 0:320_•n .. 1587: 8.52. 0 w ' w°N� t1190 28 m 238 , " 0 a°`34.�1 '"�0 47Q:_3�.�.; '252 W 15B15-Una2 0.088 n 4.17 0.52 0 0 0 0 0 0 0 0 12FOsw '' 065 E i7 322 76 0 126 98 „ 310 r 73 108 93 300 71 11 DetaultNYBTG Y �0,320 a (.15.87 3248 m ,� 0 0 476 975 t 15 0 238 487; Otis -0 �_ __. _ '0,320 e;- 15.87 9,793 0 _.� 0 220 W 15B15 Owa2 0.088 a 4.17 0.52 0 0 0 0 0 0 0 0 00Q. yJ 12FLOsw 0.065 s 3.22 0.76 240 180 581 138 0 0 0 0 II�C Default NYBTG 0.320 s 15.87 15.90 60 0 952 954 0 0 0 0 Glass French DR 0.320 s� 16.87 11.13 0 0 0 0 0 0 0 0 'W .1.5B15 Oval 4.0$8:s 417..720;52!-2' 0 __ 0 0�' Q � �^ y 0 _� Q.. �0��. 0 W 15B15-0=-8 0.088 s 2.56 0.07 0 0 0 0 0 0 0 0 i2F-0sw� `0065 w �3 22' p�OZ6�231 186 '600 142 0 ? 0 0 U DefaultN_YB_T_GQ.320_,w-_15.8.7__ 3248. 45 0 „ .�721 �_ 1475 �j 15B15-Wr-2 0088 w 404 044 0 0 0 0 0 0 0 0 t—G_Glass French DR 0.320 w 15.87 22.74 0 0 0 0 0 0 0 _0 "C :17PrOal__.'r� 02$7 1424„ a1649 0 7MIE. O.=a�,,�',.,.,,7 0 '�,..0 C 1 aA-30ad 0.034 1.69 0.73 548 548 924 399 375 375 633 274 �F _ - - _ 0 •`;:' F 19C Obsnp 0.368 - 120 0.18 0 0 0 0 0 0 0 0 1'20: �Qt16 � s 2 �, w._ 2..�.-x. �2 .���. 0 Q. F 20P-3Dm 0.035 1.74 023 0 0 0 0 36 36 62 8 _ k a.: 7 y "a"""'.'" ,;.g._.>.+" r„^*,p��•rr—^ } "'"_^_' .„.„�� ,.,�. s�...�.�.v.,st....�: ...�..aa,M%��a° �x,a 7_$�:c"-"'_ g...... � ---""y...,_. i we.«.,. +1 �' `G K v"�'`" ..s...<w..�.�n '•„�.. S ..., e�.�. ..._.x,v.Kw,..._,.,....,,3.n�.rL.wb.,:.'z,:.w: r..-.-...:;.crC..m.:..,:..._ ...%:..........I._.,.... ..,.....�.L....J„�:, a'�.r�h .F......t3..°.%::au...r. ,'�a..�e.�, ,.,4:..,_.,.c.,u•..w .,.«L,�w.... .w.r?,...»,. __..»:...,...t§.........r....u;cc°....r.t.:.'x... w� "� �.w.w,w:..'r ,.�.."...s. ..w. _..... ...., ...,......s....+.,. »,..._.� ,.` .._.....*^ ._....>°`.,F'".a1,:'.as., "`..:. ,s._..+-......«... ,a..,..o..✓1�:..':..:. tee..+_....._..- m».+.,+-..^a..._... ..... ......�.?......_ .o.... .-..,.�..J». '�� ...^e.. «s, ..��......,�...J ..:......o.--.. a.,wr_..._.... a._._ �i x.�. ....w.."<..Fw.a..... ..:..s..,.. h• _:,.,...�$vliu'-�.E�. ..r r.._.�ssi. ..,.:ww.k,za G,"' ui.,..tr... ,.1........_ ....,...- ..�....t'.w.c...,..�...w ....L.'Y� i�.. +j• -..!"i_d..._.. dm.o-_....aa. ...v....u...,, ,.L...._ x.x,�.."�• ` ^,.o, w...mw.`uu. �........ .......«v.«>.`_1.[a.. . ....:�:'.:"'...,...<„.t",a.„w...,,. __..,_,,... .....Y..._s�.k..<w.a..e>'.am�...d.,...a:.-:.,.w..�..� .,.:.�<w..3>."i�..�...z....t_.�_..., >....,..� ..�..., ..,..,;a..a...w.�..T ..:;...•ate r.. ,w..�.� -�• rc •a+,,�:...,..._ `.- tv " xx m a .. 'a a ,�-�^r• l.72 ,+.•:T-- 7 a'£-�.;4b„�'a..::_,.. w....S.:t�. �'...�..:S: w �ci...�.,aw w.._.<..._..,.r:>a^...a.,......__✓,-� -1`7— w. �_.»as.a..._._:...:....!w'.,..,..v..-.•.:.4.'^.:..=sv.:.,.�..�ex,_n....a...s.....,,.......,..�..:.:.::.:.. _...w+w.,..s»...z:,.. .A ...., •n7c..�. - .<. ,�.....«..a.:...:.,.�__......�„m_ 6 c)AED eawrsion 0 0 Envelope losstgain 4685 41851 2368 1250 12 a) Infiltration 1329 90 720 49 b) Room%entilation 0 0 0 0 13 Intemalgains: Ocaipants@ 230 0 0 0 0 Appliances(lther 2450 1050 Subtotal(lines6 to 13) 6014 6725 3088 2348 Less e)demal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6014 6725 3088 2348 15 Duct a 0% 0% 0 0 00/0 0%1 0 0 Total room load 6014 6725 3088 2348 Air required(dm) 6001 600 1 400 400 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrigt�tr9oft° 2025-AEg-0712:14,07 Right Sute®Universal 2025 25.0.02 RSU26095 Page 2 .410AquaviewA%m\410_Aquaview Avensjsd_NKxW Calc=MJ8 House Front faces:N NEW YCIBKRight-JO Worksheet Job: 3771 IB U;DING :J Data: Jun 20,2025 1st F/r$ConBsmt By: Tom Baccarella New York Building Technology Group 159 Rt25A Brildirg 1 Srite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tam@rrybtg.com Mb:www.NYBTG.Com 1 Room name 1stFlr&ConBsmt Bed 2 Exposed wall 243A ft 26.8 ft 3 Room height 9.5 ft d 9.0 It heaVcool 4 Room dimensions 1.0 x 173.3 ft 5 Room area 1814.1 T 173.3 ft= Ty Construction U-value Or HTM Area (ft� Load Area (tt) Load number (Btuhlfl-'g (Btuhgn or perimeter (ft) (Btuh) or perimeter (18 (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 12FOsN .u,. 0065 rltii' 322 r 076 " �341 *284- 949 �225 " T 0 r 0 0 3a0t—Q : -D.efaultNYBTG �,°...,,:,0,32p n 1587 4 �.8 52 " _48 .; 0 734 ., �;: .394 0 w 151315-Owa2 0.08E n 4.17 0.52 307 307 1281 159 0 ^ 0 0 0 12FO9N 0 065 a 3.22 078 283 263 847'' ` - 201 0 0"� D 0 11 DefauitNYeTG 0,320 e , 0.00 000 0 �` 0 =` 0 t 0 0 0 ",o 0' _GlassSnfrigDRe _ 0320e 15.87 9793;, 20 .„ 12_ 318�v ,359 w 15B15-0wG2 0088 a 417 052 185 185 771 95 0 0 0 0 v� 12FOsw 0.065 s 322 076 301 217 70D 166 0 0 0 0 Default NYBTG 0.320 s 0.00 0.00, 0 0 0 0 0 0 0 0 Glass French DR 0.320 s_ 15.87 11 13 84 0 1333 935 0 0 0 0 nW_� 15815 Ou�c2_ v0p88s;� 4:17 _,0:52 tti w122 w� 1.22 510 63 ._.i22.;." 122 -'510 w 15B15AX%o8 0.088 s 2.56 0.07 148 148 378 10 0 0 0 0 12F-0sw 0.065 w. ' '3.22 078�289 289 933 221 0 0 0 —U L—�G.:DefaultNY6_T_G_ 0320,W 0.00. 000 a 0."� "0. e*0 W 15B15-Ow2 0.088 w 404 044 260 150 606 66 119 77 315 36 �G Glass French DR 0.320 w 15.87 22.74 110 _0 1750 2507 41 0 657 942 C 18A-30ad 0.034 - 1.69 0.73 4 4 7 3 0 0 1 0 F s�19C0liswp M Q,368 12Q, f_01$ 825 _ 925_ - - —. . 1114 t 1,68 -.1.7.3 173 „209 F� 19C-ObsW 0.368 1.20 0.18' 2 2 2 0 0 0 0 0 �.0.00..e,.,._<0,00',�.,__:.:.�:�0 ;•. 0.�„�p"" .,. 0 -- ..,0,. " F� 20P-Mm 0.035 0.00 0.00 0 0 0 0 0 0 0 0 ,......__.-,.,,..., .. ...w,.-.r:�.. ,.._..c..... .�....,.. .,,i,.a_ .....- ..�u..._.w..M. ,.............-,c--�,a.-..._ .�...w.. _..,......,w.:i _-.. -77 Ea::�tt',�. �.s��. <-_.�..,.. ''.�."`"_.....:_...."^.r z „ .1. ._1....» .s..�.!.�.w,�=:... ....:;:.�.,?_ ._.... ."' .»a ..:...b..,a..:..d...,._.-�..,� ,.v...,.,�..._. ..w'.`�a '....�.."��- `..s '.�?aa..F.,,.�,...,.,..z i .�.« EM.';:. _ - 6 c)AEC excursion 6971 357 Envelope losslgain 12943 6862 1692 1429 12 a) Infiltration 4120 279 421 28 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 0 0 Applianoestother 10183 1732 Subtotal(linesft 13) 17063 18474 2113 3189 Lessextemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17063 18474 2113 3189 151 DuctloadS 1 0% 0% 0 0 -0B/o 0% 0 0 Total room load 17063 18474 2113 3189 Air required(clm) 1 1200 1200 149 207 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. A& -41- wrYgFttsoit- 2025 Page A Right Sute®Universal 2025 25D.02 RSU26095 Page 3 Al0AquaviewAve%410 Aquaview AvenueJsd_NK.np Calc=MJ8 House Frond faces:N NEW YORN IB U pN6 Right-.1®Worksheet Job: 3771 1st Fir&ConBsmt Date: Jun 20,2025 New York Building Technology Group By. Tom Baccarella 159 Rt 25A Buldirg 1 SUte B,Miller Place,W11764 Phone:631495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name Bsmt Bath Dining Rm 2 Exposed well 9.8 ft 0 It 3 Room height 9.0 It heat/cool 10.0 ft heaftol 4 Room dimensions 1.0 x 852 ft 1.0 x 1162 It 5 Room area 85.2 ft' 116.2 fP Ty Cons"on U-value Or HTM Area (T) Load Area (ft2) Load number (BtuW-'F) (Btuh/fl or perimeter (ft) (Btuh) or perimeter (tl) (Btuh) Heat Cod Gross NIPIS Heat Cool Gross N/P/S Heat Cool W �� ._ _, ._... 6 _!,G'Apefaul NYBTG 0.3�20 ny 15.87. v8.52 °0 0 _ �0�_ D 0 0 0 0 -0 ,`Q 0 W 15B15-DAr-2 0.088 n 4.17 0.52 0 0 0 0 0 0 0 0 12F-0SIN °° 0:065 a 322 0 76 "0 0 0 0 0 0 0 0 11 Default NYBTG 0:320 a"' 0 00 0 00. 0 0 tr a 0 W�'_GlSngDR, 0.32e15.87 173 ' t0 0_ 9 0 W 15B1&Dm-2 0.088 a 417 052 0 0 0 0 0 0 0 0 ._ 15B15-Ou�B. �, �._.�..,�..,;0;088 �e��;..�u,.a 2.58 , ".....�.'..•�0 . . ..,..0__.. _�...�...0.�:,�;�....,.....:0 a":«.>R.m. :.W.._ 12FOsx 0.065 s 3.22 0.76 0 � 0 0 0 0 0 0 0 Default NYBTG 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 Glass French DR 0.320 s 15.87 11.13 0 0 0 0 0 0 0 0 W 1.5B15 0a�2 .. a..�_417 0.52 � 0 0 m0 0_.W 'u�.:.0 . _ 0 _ 9A86, �E W 15B15-Una8 0.088 s 2.56 0.07 88 88 225 6 0 0 0 0 VyyJJ 12F Osw ;0:065 w 322 076 7 ,'0 0 p 0 7- 0�"77-6 m 0 U' �G.;Default NYBTG_.__ 0.320 w�'- .,0.00. __0 00. 0 p, .,W 0 „"Q�.._L 0„ 0 15B15-Owa2 0.088 w 4.04 0.44 0 0 0 0 0 0 0 0 Glass French DR -0.320 w 15.87 22.74 0_ 0 0 0_ 0 0 0 0 �17A-0adr �._.,c �__ . C 18A-30z_ 0.034 1.69 0.73 0 0 1 0 0 0 0 0 ;F _ 19C-0bsNP. -.Oi368 __12Q .0.18 '. 85 15 r . 0 0 �0 F 19C-ObsW 0.368 - 120 0.18 0 0 0 0 0 0 0 0 "F � 19C-0bsnp. _ 0 30 �.�.�..:0.00:�.._:O:W 0 _. _ 0 _;0 0 0 �0 0: 0: F 20P-30w 0.035 0.00 0.00 0 0 0 0 0 0 0 0 �°� .»,....,.�__._�._�_ ..�,�._,...,... sus: ..�,_._., �� _:��•�,� ...�:z`e:. ......?^.�sz. ,-.,.,,,"... _>.. ...._..�._,m«,.- m_.,._._ __+":�._.��M .a>, R .»...•....... ......'..Yn£a�`�..,.«.G... E":a..?.a ems&a .... ,_• =x.....v......... >... .:,...:.s:a ...ef..»a i `.u„a°„ .sx»,. = ........ ,. __,.,z.._ ..�,. ` "-'vi" 51, ^m r 4 sr `i Gr e u"... .""`.fi""" .""�+""y.""-,•�'"P; %s�..•"l G u � �` a�i i .+ � w t � ,wta ��am tom...,.. _................�_s...>.:.>...., ._ .s�:... .�......_ ,r.-..�. �.,:..w. _.... `� ..,,..s,......... ,.-,w..w .. ,...,,... >_.wa:.�..._....�....�... . .,°»,..u,,...� ...�..» ,..._.._.,.>a. .._..m.F_ . i=�Z- E -> ern-^ ^.-*-^gym s7.,^..,,t a e a N 't« .. a' --...m -.,�-', - •^ ;^ .«>»...�,..k.:".:..,a. ': ..>,..,c.i_�t>Wv9:-.� ,aaL«.e.,.>....«.,.a..«"�...+....,�....,.,:.. ."i��;J.'. .;u;. »:......,.M..a.;:: ?,�a�w. . .�'aw .g.*"" ,,e, 'R""r .; •a^M{ ! Sm"y .r _,., F.._w...�.,.....«.« ...,......_. �..ku�.a...a.. _. ,�...�...:a .r..o... �....�......a,. _...._�....e,.xs d�......�au.�_..� ..._ ..'u.,r. -am aM,x...,_.... ..,.��,:......_�..s....:. °-........».•.. 77 6 c)AED emersion -1 -46 Envelope losslgatn 328 21 0 -46 12 a) Infiltration 20 1 0 0 b) Roomventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 1 230 Applianoesrother 0 682 Subtotal(lines6 to 13) 349 22 0 866 Lessextemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 349 22 0 866 15 Ductloads 1 -0% 0%1 0 0 -0% 0%1 0 0 Total room load 349 22 0 866 Airrequired(dm) 25 1 0 56 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - wrigF�tso1°t^ 2025 Aug-0712:14:07 Rlgtt-Sute®Universal 202525.0.02RSU26095 Page 41OAquavtewAve\410 Aquaview Avenuejsd_NK.np Calc=MJ8 HorseFrontfaces:N Right-A)Worksheet Job: 3771 NEW YOflK IB U��ID�N6 :J Data: Jun 20,2025 1st Fir&ConBsmt By. Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tam@rybtgg.com Web:www.NYBTG.com 1 Room name Foyer Ktchen 2 Exposed well 56.8 ft 24.7 ft 3 Room height 10.0 ft heatbool 10.0 ft heatlpool 4 Room dimensions 1.0 x 302.9 It 1.0 x 17ZO ft 5 Room area 302.9 fF 172.0 ftz Ty Construction U-value Or HTM Area Load Area OF) Load number (BhuhfiF--°F) (Btuh/(t2) or perimeter (fl) (Btuh) or perimeter (ft) (Btuh) Heat FC001 Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12FOsw fl , U 065 h + "�322 0.76 340 293 * 90 224, ,t �0 0 0 D .RetaultN_Y_BTG ,0,320${ Rom. !,15.87, 8.52 , 46 W 15B15•Unrc2 0.088 n 4.17 � 0.52 0 �0 0 0 0 '0 0 '' . ..0 FM 2F-Osws � O'065 "'e,�' 322 076 125 � 105 ��339 H BO 7`i5 , 158 : 506' 120 11 tDe�ult_YSTG 6' 0320 000 000 4 0 0 ' Q1 0 ,, � 0 9? ., iLassSvwp9?� a ��0,20@ 1587 1793 2Q — 12 i318 '" � ' 0 -0 ' x._.a _._ S W 15�15- vZ9 00B8 a 417 052 0 0 0 0 0 0 0 0 V ,. ,15B150nu8..__ 7770088 I'MAJ ommM�OQ7 r `Q MME0 0 _ _ s 0 0 W, 121`49N 0.065 s 3.22 0.76 0 0 0 0 90 90 289 69 II�G Default N BTG 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 Glass French DR 0.320 s 15.87 11.13 0 0 0 0 0 0 _ 0 0 W 15815-0wo-8 0.088 s 2.56 0.07 0 0 0 0 0 0 0 0 _. 12F�Osrv1g 0065, w 322 07f r r1�a� I4104 p 79 "a O 0w 0 a . DefaultNYBTG . 0320N.@ � O.Q4�0.00 .:, -0 ..,.. 0 .,. " � 0ffi �0 ._ . w0_ _p,= 0. W, 15315-Owa2 0.088 w 4.04 0.44 0 0 0 0 0 0 0 0 �G Glass French DR 0.320 w 15.87 22.74 0 0 0 0 0 0_ 0 0 a M1424' 1.649 Q __1,...0 ._.___: D .._..:"77' 0 r. P, b C 18A-30a1 0.034 1.69 0.73 1 1 2 1 0 0 0 0 [F 190,z MM7,,T070, F 19C-Obwp_19C 0.368 120 018 0 0 0 0 x 0 0 0 0 TM.F m..,. . -0 bsnp: �.,�,.�.�MEMO20 RA F 20P-30w 0.035 - 0.00 0.00 0 0 0 0 0 0 0 0 NZ �'," i f% ; .'S'"p�';7r ,w M ..�. . ,<._, �i,"ik�.dc RULE'— -7 77 M 0 R E17 ,..?,...«. _,.—.....,x,. __ .. �a.MEN 71 s F ............. _..,...:�,. .,:.._ ,_.. __.....K. �:. w?Sk�....�... - __._._...�.a^saEt� * �Y g_ �._.�.....x..R.a, «� � "i ' m:re,:. _..v. ....__....�... ..1ae��i;+u .,,u .:.,. .,..-,_..,., d.._....�.� ., :,'i.w m.. 6 c)AED excursion -97 -215 Envelope loss(gain 2674 1041 797 -26 12 a) Infiltration 1191 81 518 35 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 1 230 Appliancesrother 682 3784 Subtotal(lines 6 to 13) 3866 1804 1315 4023 Lessextemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3866 1804 1315 4023 15 Dudloads -0% 0% 0 0 -0% 0% 0 0 Total room load 3866 1804 1315 4023 Air required(dm) 272 117 93 261 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - - wrlgF�tsv1 - 2025-Aug-0712:14:07 Aft ^ '° "•"""""" Rigtt-Sate®Urtversal 2025 26.0.02 RSU26095 Page 5 ..AlOAqua,iewAve\410_Aquaview Averuejsd_NK.rtip Calc=MJ8 House Front faces:N NEW YOBK BUILDING Right-JO Worksheet Job: 3771 1st Fir&ConBsmt Bate: Jun By. Tom Baccarcarella New York Building Technology Group 159 Rt 25A Bolding 1 Suite B,Killer Place,NY11764 Phone:631-495-0289 Email:Tom@ryybtg.com Web:www.NYBTG.com 1 Room name Living Rm Pwdr 2 ENxosed wall 33.6 It 6.1 It 3 Room height 10.0 It heat/cool 10.0 It heaftol 4 Room dimensions 1.0 x 262.0 ft 1.0 x 362 It 5 Room area 262.0 ft' 36.2 ft' TY Construdion U-value Or HTM Area (ft� Load Area (ftl Load number (BtuhAF--°F) (Btu or perimeter (ff) (Btuh) or perimeter (fl) (Btuh) Heat Cod Gross NIPS Heat Cool Gross N/P/S Heat Cool 6 • 12FOs-7- r ' 0065 n " 322 �078 'jr".'. 1 1 °°3 1 7M'FW6 0'�U r �0 _ 320 Ljn DefaultNl BTG _0 15.8,7_ _ 8.52 i - U..!E i�'ZL�q._ L -96, L;.; ,_ 0 W 151315-Ono-2 0.088 n 4.17 0.52 0 0 0 0 0 0 0 0 'W 12FOsH 0:065 a" E312 076"" -0 0 0 0 0 0 0 0 11 Default MBTG 0.320 e .�� 0 00 , 0 00 0 a n 0 = 0 0 , 0 0 0 0; GlassSvang;DR_ 0..320 8 15.87, 1.7,93 0 a:�.._::..,0 L 0 W 151315.Owa2 0,088 a 4.17 0.52 0 0 0 0 0 0 0 0 A 31115B1.5 Uno-8 :..,.:.y° s 0;088 LC,, �2.56' U 0.7%..�".vr..�0. �u�.w 0. _._z �::�,4 s 0 KK=0 ...�Q: 12F09nr 0.065 s 3.22 0.76 210 126 408 97 _ 1 1 3 1 Default NYBTG 0.320 s 0.00 000 0 0 0 0 0 0 0 0 __Glass French DR 0.320_ s 15.87 11.13 84 0 1333_ 935 r 0 0__ 0 0 W?'15B15 WwC 2 .� �`,-..,-•,.:.0.088 E:s., . 4.17. $�:0 ,,,.:0� ..<; 0 _,, 0' _ 0 ��---r-~._�0 y ti...�,.:4� x_ .__...4 W 15B15040.8 0.088 s 2.56 0.07 0 0 0 0 0 0 0 0 12F-0sw 70:065 v r ,322 -0.76-� 125 :125 402 95 -61 61. >> 196 46 �• _DAIaultlqYBTG y _ 0;320 w 0.00 0.00 0 .w' 0 _• _0 0 0 0 0. Q V,U 151315.Ouvo-2 0088 w 404 044 0 0 0 0 0 0 0 0 �-C Glass French DR 0.320 w 15.87 2274 0 0 0 0 0 0 0 0 C a1,7,A 0�f__._e k :.w0 $7a ww14 24. s16:48 h�3� 1'.0 .0 I� : O` � A ate,; 0 a C 18A-30ad 0.034 - 1.69 073' 1 1 2 1 1 1 1 1 F < 19C_Obswq _ •' w -r F 19G0bsnp _ 0.368 - 1.20 0.18 1 1 1 0 1 1 1 0 nF 19C ObsNp 'M 0.368 =0:00.=00== F 20P-30w 0.035 - 0.00 0.00 0 0 0 _0 0 0 0 0 ...._..__ € ��.�...,,...: :'�Z.,...ia?...F.,�,,:•._,.:° `"- "a :' a's "'�' .:.raa"...,..,.s.... ........ ,.,.tT - ..1 .. °•" `� 4G.-r... �, -.- ."."^f „ z-"'C a*' -rr^^+'^;; �'-s.^.... .i-»» -'..r'�s`p„2_" ,nr"^ Rs ... ",.°'^n.. „. ..--- .,-••;-Y,;. <. n ..« 771 .`wmR�a 4,�.w..�,.:..., .:..wt: +..3..,, ..�, ...pzr'""'S"'" "T".-fir^;^"p 'iq°," ea" A :?' 2' u",`'" r r Wa +sP �''�.w �.4 1 vy ' <4`'..«.#..,u a `t° E ate, 6 c)AED excursion 125 -3 Envelope loss(gain 2149 1253 201 45 12 a) Infiltration 703 48 129 9 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 1 230 0 0 Appliances(other 1400 1 0 Subtotal(lines 6 to 13) 2852 2931 330 54 LesseAbemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2852 2931 330 54 15 Dudloads -0% 0% 0 0 -0% 0%1 0 0 TTw room load 2852 2931 330 54 Air required(dm) 201 190 1 23 3 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. - wrrgFstsoi't� 2025•Aug-0712:14:07 Rgtt-Sute®Uriversal 2025 25.0.02 RSU26095 Page 6 .410AquaviewAve4110 Aquavlew Aveniejsd_NK.rLp Calc=MJ8 HorseFrontfaces:N NEW YO Right-J®Worksheet Job: 3771 RK IB UIJ'Dle a. I St Fir&ConBSmt Data: Jun 20,2025 By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@riybtg.com Web:wwv.N1BTG.com 1 Room name RecRm Utility 2 Ergwsed well 70.3 ft 15A ft 3 Room height 9.0 It heaV000l 9.0 It heall000l 4 Room dimensions 1.0 x 600.7 It 1.0 x 65A It 5 Room area 600.7 ftz 65A W Ty Construction U-value Or HTM Area Load Area (ftF) Load number (BtuhAF-'F) (Btuh/ftl or perimeter (fl) (Btuh) or perimeter (fl) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12�Osw " „ Q065 q T3 22; 0 7G6 0 00 4—G. RefaOItNYBTG0320 015.87._w ..852 4 0._.. .0 1:. F .R 0_ w 15B15.0wa2 0.088 n 4.17 0.52 307 307 1281 159 0 0 0 0 tPF-0sw LL' 0 065�eT322'v� 076 0 0 0 0 `�0 _ 0 077, 0; AR 11 s)efaultNYf TG 0320"re (I, 000' v w 00l)h b 0 vx a :0 0 10�{q ; Glass5lr'ng;D, m Q320._e._ _..1587' ___7793 w 15B15-OAr-2 0088 a 417 052 185 185 771 95 0 0 0 0 AME°1fto5 s8�7=00 N.e.. SEW MOM r "`LA i°~ 0=7770 mm iMON=?9 �j 12F09w 0.065 s 322 0.76 0 0 0 0 0 0 0 0 �G Default NYBTG 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 Imo; Glass French DR 0.320 s 15.87 11.13 0 0 0 0 0 0 0 0 r 0:0$8 S _4;1.7' ..052 __,, Q . ..._"iYp �� 0,�.s , .,.0 w 15B15- �o•8 0.088 s 2.56 0.07 0 0 0 0 60 60 .._. 154 4 12FOsw 0065��„ p 076 Q0'h �' 0 0 322 a, . ._DeTauIt.NYBTG�"" 000 4 .>:i30i' ;7 0 z u. ..0 15B154&o,2 0088 w 404 044 142 73 291 31 0 0 0 0 .Glass French DR 0.320 w 15.87 22.74 69 0 1093 1565 0 0 0 0 aC ..,::fl..�17l Oai.,.,.' x w _. 028�0 07, 36 C 18A-30ad 0.034 169 0.73 0 0 0 0 0 0 0 0 F. Ur a1:9C�bs1tiA:"ffi. _. ,.a O'368 120'�11 1RUd ' 4 500. �. M<, 601 7,23 T C<�1q$ � 79��12,1:. 65 _ F 19C-Obsnp 0.368 120 018 0 0 0 0 0 0 x 0 0 F__...._. 19C-0bsmi:°`v " O',369 .... , a..__.000 0100..........,'a�Q Q—s' A F 20P-30w 0.035 0.00 0.00 0 0 0 0 0 0 0 0 m. WN�� ...:..:,.._.. _ mjk�k.�m ..r,.u..,.. a .am.? ....,x.... ..„ L Sam Um MRM.,,. a,.. _._.,.a2 j7L&ILI, = _ _° .,,_..... aMEM= a 77 7" C .."`. ems `.,...., a,.,..YA.Sh,i ., "" ,...:�,....__., ..,._._,. ' T T a u ..... ,...a.,�.�a;;.^�s..ms.i 5�sr,.z�.,..e _e_.� w uunwwr�sa t;.. .,. ... ' m41am.G1a 'a"s 1.. ,......�...,..... u z-Z �N {� .:......�.._ _.... 'ElmM dG -, aIIH" h � __ .. ink(' r ,. � c..n.....«.:h.� _..,_.,...... .r ' �"Z..°,..__,. . .w.r. 5. OEM .TOT,,,z��."�a�..,aa°a,,.... .._.., a�`Jr m . ,,._,,.,. . .-'7..':.�:%d�'aV.,L= ,M._.__,.w.: N RNS-6--i.7".�d.� .,�»..��...:,.......W,,..� '. 6 c)AED exr ursion 579 -1 Ernelopelosslgain 4667 3126 434 20 12 a) Infiltration 1105 75 32 2 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 2 460 0 0 Applianceslother 1903 0 Subtotal(lines 6 to 13) 5772 5564 466 22 Less edemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5772 5564 466 22 15 Dud loads I -O%l 0% 0 0 -0% 0% 0 0 Total room load 5772 5564 466 22 Air required(dm) I 1 1 406 361 1 33 1 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. �+- wrY�gl�tsotFt Right-Sui 2025-Aug-0712:14:07 ted Universal 25.0.02 RSU26095 Page 7 All 0AquaviewAvekil0_Aquaview Avenue_Isd_NK.rnp Calc=W8 HoweFrortfaces:N NEW PORKRight-J®Worksheet Job: 3771 IB D;iDIN G Date: Jun 20,2025 AHU 1 By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name AHU 1 Bed 2 2 E)q)osed wall 79.2 ft 25.7 ft 3 Room height 8.0 ft d 8.0 It heaNcool 4 Room dimensions 1.0 x 162.8 ft 5 Room area 547.8 ft2 162.8 ft' Ty Construction U-value Or HTM Area Load Area (fe) Load number (Btuhg-'F) (Btuht" or perimeter (iq (Btuh) or perimeter (tt) (Btuh) Heat Cod Gross NIPlS Heat Cool Gross NIPS Heat Cool 6 0065 F n -;7, - �078 37 11 37 7,rMq�:1191 u28 6 wax P 0., ,:0 0; .RefaultNl:BTG..�,W. ! �...._0320,..n" .0.00 In W 15B15-Owa2 0.088 n 0.00 0.00 0 0 0 0 0 0 0 0 12F 6 0.065 e " 3.22 � 0 76 126 96 _•,•.,.. ..310 73 6 0 77 '0. 11 'DefaultNBTG 0.320 e: 15.87 3248, 30 0 ',476 975 �' 0 0 0 0 i--G`-Gw*s *hgi, 0320__e a:Z...o9.00. A00 0 0 y0. W 1512115-Wr-2 0.088 a 0.00 0.00 0 0 0 0 0 0 0 0 W 158,1,5-OwaB .0088 e' 0 00 0 00 p0 « per-w p' 0 0 0 0 ....a.,..........».aaka ..e.._..L„a.�+sSn+�.. _,. ».... k'Grmr,..�':5.�....»...a �is YL...�. rT»�a..,�s,... .-at!,Ls., :awi...».c..:,_. ::., �:.u.�.,...u......•:�... y✓ 12FOsw 0.065 s 3.22 0.76 240 180 581 138 111 81 260 62 DefaultNBTG 0.320 s 15.87 15.90 60 0 952 954 30 0 476 477 Glass French DR 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 W �15B15--Ao- , . "=`...._.,.:._:0;088 , . - � � :-� - - c -- �--, �.s:w�,,.0.00.�,:f'0.00 , S'8,.�*0 0 '�.-� 0::,.�.....".__p� �.�0 °� 0� x•,,., 0 ..�._ W 15B15-Owa8 0,088 s 0.00 0.00 i 0 0 0---0 0 0 0 0 �t 12FOsw 0065 w 3?2 078 231 ' 186 600 142 95 65 2A1• 50; Default NI:BTG_ 320 v w�`.._.15,87 324 � ,�45 � _ 0 _*�7.21 15B15.Owo•2 0.088 w 0.00 0.00 0 0 0 0 0 0 0 0 t-G Glass French DR 0.320 w 0.00 000 0 0 0 0 0 0 0 0 r-„. '^^;.r �,...' _w, x > -�",,a° r, "'.,,''1"*§ Tr^""�",r`a'"" :y^, . C' a'17�it �� :.s 0�8_Z �.:;":law 6�Q00_ ..._ 009 z a D 0,�� 0� �� .,� p. _. .. ,,0_W��, .0 C 18A 30zd 0.034 _ n 169 0.73) 548 548 924 399 163 163 275 119 F. :19C-0b. a-,�,..�,.�_IM ._'4 •�O.OQ 0:00 is 0 0 ... _0 s:-W, ..p p 0 a0 0. F 19C-0bsnp 0.368 - 0.00 0.00 0 0 0 0 0 0 0 0 ;F " :t9C_Obswp ,. w,,, 0..368 ..,.-���.12Q •.i3O.18._,.�.,y:=..�2'.m._.�.._._._2_,.,,' 2 -p..�_..,._�..1 1:'._:..__.1. z ..:.:Q 6 F 20P-30w 0.035 0.00 0.00 0 0 0 0 0 e 6 0 y ; v 7t-q, n 777 »,_. ,.�.,e.=».,:....:. :. sw..x.:s:,� ,.. .'�-,s ,asv�,ae»�: '. �.,�.�..�»...,d,..,.. a..,a:°i�,:...�......_....:,...�..:a..:..,,.: �•.,s,.'aau . �.''�..,x..,.b..-".y.:..."""•� .,:,��: `�''c n .,�._..F.,,�.. ....-. _._.•.'.=.�ti: "...:.�.,...,�. ''by;'� '", �,�"a. .�.„„_kr..-.,.:,....sc ,a.5::�d'.�.,..;..va,.a�.:.i,..�.:.:.._.,�-�,,...�.c._ .�,_. M �t�: :._a,..,,.y ;w....._ w a-.a., «.= mwa.C..-..�,...�»�,.2=,...,,:--7777-777 _.,_._..,d..,.... .w.^��.7�..��,..:.:s. ._....-. _._.._....,� m = ==d.aaw.,.. 6 c)AED excursion 0 63 Envelope losslgain 4685 4185 1699 1745 12 a) Infiltration 1329 90 431 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianceslolher 2450 1050 Subtotal(lines6 to 13) 6014 6725 2130 2825 Lessextemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 769 528 14 Subtotal 6014 6725 2899 3352 15 Ducloads 10% 0% 0 0 -00/0 0% 0 0 Total room load 6014 6725 1 2899 3352 Air required(dm) I 1 1 6001600 289 299 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - wrigF�tsoft^ 2025-Aug-0712:14:07 A&A ""'"" Right Suite®Universal 2025 25.0.02 RSU26095 Page 8 410 AquaviewAveWl OL.Aquaview Ave-jsd_NK.rup Calc=MJ8 House Front faces:N NEW Right-J®Worksheet Job: 3771 YO0.K IBU YLDING Dab@' Jun 20,2025 AHU 1 By: Tom Baccarella New York Building Technology Group 159 R1:25A Bolding 1 Sute B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.00m 1 Room name UpperHall Primary Bed 2 E)qxosed well 21.6 ft 31.9 ft 3 Room height 8.0 ft heatIcool 8.0 ft heaV000l 4 Room dimensions 1.0 x 175A ft 1.0 x 209.6 ft 5 Room area 175A it= 209.6 1F Ty Construction U-value Or HTM Area (W) Load Area (ilk Load number (BtuhAF--°F) (Btuh/t2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cad. Gross NIPS Heat Cool Gross NIPS Heat Cool 6 12FOsro k 0065 r 322 078 37 37 e �,119 >s t 28 »', a � ��0 +-�' 0 0 ,Dif OltfyYBTO _._ 0020,__t1.,. _a_0,0D'_.�,.,'&' _ A C � 0�� ,0 0 _0 w 15B15-Ova2 0.088 n 0.00 0.00 0 _ 0 0 0 0 0 0 0 LlefaultNYBTG 0320 e 3248 ;:.0 K �f 0 � O Q 1 0 , 476: -,w,975 Glass5vun9DR, If? 0420 1,442'2-�kA00 W 15B15.Ouir-2 0.088 e 0.00 0.00 0 0 0 0 0 0 0 0 A 15Bi5-Ona8". _ .,.b, . 0088 -e M � OOQ MEN N 7tv a0 ,� ,. 0 V�I 12F-Osv 0 065 s 3.22 0.76 0 0 0 0 130 100 321 76 �C Default NYBTG 0.320 s 15.67 15.90 0 0 0 0 30 0 476 477 �( Glass French DR 0320 s„ 000 0.00 0 0 0 0 0 0 0 0 TU.�MINT o 211 fro 7=M w 15B15-0vw-8 0.088 s 0.00 0.00 0 0 0 0 0 0 0 0 �12F-0sx §a * O,U65 w 32 076 136111 "389 92 0 0 Q 0, ,. �pefauLtNl(¢[G„„. -0`320_..w.ti 158T 32.48..,_ 1N 15B15-Qff-2 0.088 w 0.00 0.00 0 0 0 0 0 0 0 0 I--G Glass French DR 0320 w 0.00 0.00 0 0 0 0 0 0 0 0, , �9 0:00';���"�.O:OU ,a,". 0.,_.'. ...: 0 0._._x.. ..r.0 " fit) ,D 6"I C 18A 30zd 0034 169 073 175 175 296 128 210 210 353 153, o Q: _._ `0 F 19C-Obshp 0.368 0.00 0.00 0 0 0 0 0 0 0 0 Obswp K .uE41.8 -� 1 0 F 2OP-30w 0.035 0.00 0.00 0 0 0 0 0 0 0 0 1011 M, La', m ,a,�,..�.�aa..>.�, _ ..'717, . ,r ._ .�. '. ......�.,�...«w m:. ,t.� ...�.__...,.. _...._... _.....,�«..i. .,�...��...�:; �.a�.,.. B. .F'i 1i1 A212 4 z.L=. :..... 77T,:�. 777'"T ���zs"s2'"A Rw4,a�,c�;.i..,,.w ,......_,.:w.s ,. �^�� u» au"aILL .,°1.,, ' 2 a. £.>: = EMO''u1e"«'ia...F,»a .._,..,.«�._.k..�.M,. 6 i :v _x ,.._.._ .�'.Yt`" M "pM'" .�...,,w.= RE `°.,z...tug . .« 7= '��'� 21 .. ..�^mv°�s r �%�'-s*��Ka 11 i N,.�.�«as:vim au: � «.... ,_.,«...«....."�' rt 1 7'12-111..am,ti,.-.3�v,,:..- .... .._."_.� r�s, ,; i "f5 a.,�.,., ..�.«...-....... c .,..«.,` "?"1"'° �tp,as.,u '^. .sn ..3,;.a�, .�,: _. r.. �". u17 .,. a:9 u�s'..a`;ms ' «....0 .' '.a. �».«.;".: . -`' �a"..om n=;Mm_ = 6 c)AED excursion 195 -259 Envelopelosslgain 1049 944 1937 1495 12 a) Infiltration 362 25 535 36 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliancestother 0 1400 Subtotal(lines6 to 13) 1411 969 2473 2932 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution -1411 -969 642 441 14 Subtotal 0 0 3115 3372 15 Dudloads -0 0 0% 0 0 -0% 0% 0 0 Total room load 0 0 3115 3372 Air required(dm) 0 0 311 301 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. .� wr1 titsot'rt� 2025-AEg-0712:14:07 . P. "" ""` Right-Sute@Uriversal202525.0.02RSU26095 Page 9 ..Al O AquaviewAvek110 Aquaview Avenuejsd_NK.rp Calc=W8 House Frortfaces:N Right-J®Worksheet Job: 3771 NEW Y(1RN IB off.D�N6 DatD: Jun 20,2025 AHU 2 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Buldirg 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rotg.com WNeb:www.NYBTG.cem 1 Room name AHU 2 PrimaryW IC 2 FFFVosed vrall 42.8 ft 6.8 ft 3 Room height 8.0 ft d 8.0 It heaY000l 4 Room dimensions 1.0 x 302 It 5 Room area 375.5 fF 30.2 ft Ty Construction U-value Or HTM Area (fF) Load Area (fF) Load number (BtuhJit;°F) (Btuhffl or perimeter (ft) (B h) or perimeter (ft) (Btuh) �j Heat Cod Gross NIP/S Heat Cool Gross NIPS Heat Cool 42 6 Aw 0 B�U C2 G 0.088= n.. OAO 0 00 :47.0 25522D O 50 170 0 x 0 12F-0sw" pP O'065 r?'% 322 O76 108 93 a 300 mm71 v 0 0 "U s' 0 11 DefaultNYBTG 0320 a 15,87 32:48 > 15 0238 '^ 487 0 r" 0; 0 0 GlassSuing DR _ _ _,�w_0:320 -e 0,00:_ 0.00_ _ -_0 __�0_ 0 W 15B154Mc,2 _M,..e . _0.088 e. .. 0.00 0.00 0 0 0 _ �° _0 0 0 0 0 0 ;W. 15B15a0vaB yam:- liw_�e : ;_0°00,_,, A.M_,.,.,�-:.0_ ..,.._ 0 D_---�= 0 . .. ._0 _ 0 ._..--Q 12F0sw 0.065 s 0.00 0.00 0 0 0 0 0 �� ., 0 0 0 DefaultNYBTG 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 Glass French DR 0.320 s 0.00 0.00 0 0 0 0 0 0_ 0 0 -- _,. w_ _ _ _ _ W._ 15815 O�c2 ". _Q.088_rt s_. U.0.0, O.OQ 00_ �Q W 15B15-Una8 0.068 s 0.00 0.00 0 0 0 0 0 0 0 0 12F-0sw 0.065 w s 0.0 000, , 0 ; 0 �0 0 r 0 0 0 0 ,,,.-- ;bofaultp-YB.TG. a 0;320 M W 0.00 a _...,. 0� 0 M.. "ti...v.0 0 0_._ e 0 W 15B15-Owa2 0.088 w 0.00 0.00 0 0 0 0 0 0 0 0 I-G_Glass French DR 0.320 w _ _0.00. 0.00 _0 _ 0 0 0 0 0 0 0 C.. r :17A-031 ,. ,.__.�___ __: 0287 ._a_...._0.00 Q.OQ.a �M 0_ w 0.__�.':._ 0 _ 0 "' _ .00 u ___•0 _ 30 51_ ?2 C 1 - -30a1 0.034 - 1.69 0.73 375 375 633 274 30 F , 19C-0bsnp _ 0368 000 000 " 0 0 0 0 0 F 19C-ObsA,p_mm 0.368 - 0.00 0.00 0 0 0 0 0 0 0 0 pF ..19C-0bsWp7__ _ �T0:368 '' MO.OQ .4 0 00 w 0 .°._.n_0 0 0 F 20P-3Unr 0.035 - 1.74 023 3_6 36 62 8 0 0 0 0 , ..."......,.., .:..,.�..�...� a,ua!"�t�"��,�. ,...$..�... w s r = i";aE o-� �� ..�....a..,+Cu�_„4:.-e.,x.....,�..>e.°.,-.,.�......,...Y.�.:t.�..z, .s..,�...�:.,n ,,.,.. rye. Y-:. - --°-^- --1 77 .._w.., �.....-,..: .7.�.�. _.._.s.,=.,».,..a, w,w .. _...,._-....w.n..:L,_,.._s.-..,+........ .w..c.,»,a"u.`_ ,...4.c.._.."`.. ,�..........,�.. -._,-e.e.»w:.. ...., ..-. ..:._. ----^r°- 6 c)AED excursion 0 -1 Envelopeloss/gain 2368 1250 229 63 12 a) Infiltration 720 49 116 8 b) Roomventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliancesrother 1050 0 Subtotal(lines6 to 13) 3088 2348 345 71 Less eMemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 -345 -71 14 Subtotal 3088 2348 0 0 151 Dudloads 0% 0% 0 0 -0% 0% 0 0 Total room load 3068 2348 0 0 Air required(dm) I 40D 400 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. F- wrYgF�tsoTt� 2025-Aug-0712:14,07 . A Right-Suite®Universal 2025 25.0.02 RSU26095 Page 10 41OAquaAewAve4410_Aquaview Avenigjsd_NK.nra Calc=MJ8 HouseFrort%ces:N NEW YO Right-JO Worksheet Job: 3771 RK B ula�D.NG Dade: Jun 20,2025 AHU 2 By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:www.NYBTG.com 1 Room name Primary Bath Bed 3 2 Exposed wall 25.5 it 10A it 3 Room height 8.0 it heat/cool 8.0 it heatl000l 4 Room dimensions 1.0 x 142.0 it 1.0 x 143.0 It 5 Room area 142.0 ft2 143.0 ft' Ty Construction U-value Or HTM Area (T) Load Area (it-) Load number (Btuhd-'F) (Btuhm or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 - 12FOsw ��0065 n ���322, kw' 076 97 82 284 t""m 63 `Refa4ltN`f6TG... _ .___ __0;320....n ;,_. 158T .._.._852. 15. ._. ._ 0...__... 231_.�. `.w12A .F,.`15 ,._." 9 v.._ 238,.__ 128 w 15B15-Oaa2 0.088 n 0.00 0.00 "0 0 0 0 0 0 0 0 12F-0sw r 0065 iz 6322 ' 0 qp, 7 11 iefaultNYB1'G 0320 e' 1587 3248 15 0 236 487 0 0 A' GlassSvsiti9.pR .., a. .,0320 _e . ._ 009 . 000 `0 0 0 w 15B15.0uvo-2 0.088 a 0.00 0.00 0 0 0" 0 0 " 0 0 0 W 1w5815 W�aBwIS=mn O'OtiB!w Now man E, Tp MIMM mmo MMOMM MEMO m mp � p' �j 12F-Os6v 0.065 s 0.00 0.00 0 0 0 0 0 0 0 0 �--G DefaultNYBTG 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 I--� Glass French DR 0.320 s 0.00 0.00_ 0 0 0 0 0 0 0 0 �111 a .15615 0AG2 Q`088 f S ^ ,,. 0.00 004» a- ""0 0 " ,p 0' w 151315-Orw8 0.088 �s 0.00 �0.00 �0 0 0 0 0 0 0 0 12FOsw 0085 w :` 000'. 000 0 00aa�0 P 0 0� 210, a � H, _.DefdultNYBTG. ...,.,:,:.` s.0320 W '' a0,00000' Q ip0.e * p#. p ,s;o . 0. :n1:a» U �j 15B15-DAc,2 0.088 w 0.00 0.00 0 0 0 0 0 0 0 0 �C Glass French DR 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 OQO', QO(2''. w 0 Q�.�..a ,0_ _. A_ 0 �.rb 0 C 1 BA 30ad 0.034 1.69 0.73 142 142 x4 239 104 143 143 241 104 F 19C Obswp 0.368 0.00 0.00 0 0 0 0 0 0 0 0 .O.OQ'...,,,..,,.,: F 20P-30w 0.035 1.74 023 36 36 62 8 ��'�"' 0 ' " " 0 � �. 0 0 � _ 7 -7 ; � ' ms ";* ;" .'� z�,A Z m e w� z . 1 1.' y7", '8i6 M1 , ,°~ ,�""k+' m.' SISINE r»r,:, sa `„°:�:, �m .. ...... ......,,... s......�� .,..,. ,. ,...s., ..,.,... ,ti„._.... ..m.vu,...m'.....,.,w.........:.... _k.....:»:.ws3,,....Y�iuFstA.urui`"-C.u.4'uL..(�'a.:&,h�.u`T`a �5.6$:Gm:wAF,$:�a�' 7-7-7-y^1,77-77 7, - s-.»�.**� a- M,G MN ��".�a�s,.��,. � ..�. � � p N.�. �.�.»�s,.:�.n. .Y.L���t�NEEMs a, =..�.s..•.=::.. t.,;^,:IM=' ,.�:..,,.v.�,»<.....�•..�.....�:cam:w:..mu�:+��s 6 c)AED wmrsion 18 -17 Envelopeloss(gain 1335 875 702 26B 12 a) Infiltration 429 29 176 12 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances(ofher 0 1050 Subtotal(lines6 to 13) 1764 904 877 1330 Lesse)demalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 96 20 96 20 14 Subtotal 1860 924 974 1350 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 1860 924 1 974 1350 Air required(cIm) 241 157 126 230 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -�.r- wrigFstsoTt� 2025-Aug-0712:14:07 Right-Suite®Universal 202525.0.02RSU26095 Page11 410 AquaviewAve1410 Aquaview Avenuejsd_NK.np Calc=MJ8 Horse Frontfaces:N NEW Y(1flK Right-JO Worksheet Job: 3771 ®.. IB QI�DING Date' Jun 20,2025 14/-lV 2 By. Tom Baccarella New York Building Technology Group I 159 Rt 25A Building 1 Sute B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@ryybtg.com web:wwv.NYBTG.com 1 Room name 2nd Bath 2 Exixosed wall 0 It 3 Room height 8.0 ft heal/000l 4 Room dimensions 1.0 x 60.3 It 5 Room area 60.3 fF TY Construction U-value Or HTM Area Load Area Load number (Btuh&-°F) (BtuW or perimeter (tp (Btuh) or perimeter Heat Cod Gross NIPS Heat Cool Gross NIPS Heat Cool 6 " 12FOsw` �� 7d. 65 n', 322 076 ; 7-' L-C pefaultNYB_T_G 0:320,w_n 15.87_ 0,52 w 15B15-Owo-2 0.088 n 0.00 0.00 0 0 0 0 12FOsw "F r 3 22i t U 7fi� 0 rya 2 0,t ' 11 DBfauItNYBTG 0:320 a 15,87q 32413 p 0 t �0 s0 0 G 00laisSwingDR�. 0.320 e� 0, _w 000 _� 0 w' G 0 i ._ 0 0 ._ _ w 15B15-6wc2 0.088 a 000 0.00 0 0 0 0 W� 158_1.5 Una8_. � a 0.08,8 e,:=7.0.00. =0:00 _ .4 c. := 0 == _. 12FOsw 0.065 s 0.00 0.00 0 0 0 0 DefaultN`(BTG 0.320 s 0.00 0.00 0 0 0 0 Glass French DR 0,320 s 0.00 0.00 0 0 0 0 W 15B15AuaG2 _ Q.069:s-OAO=O:OQ w 151315Awa8 0.088 s 0.00 0.001 _0 0 0 0 12F-0sw 0065 r aPw'r a 0.00 0.00 0 0 0 k 0 > DefaultNYBTG,., _ 0:320 W. � 0.04' O.OQ *�aka0 d 0 _ 0 r k, 0 - 15B15-Ovw2 0.088 w 0.00 0.001 0 0 0 0 Glass Frendl DR 0.320 w 0.00 0.00 0 0 _0 0 ,C„ :17A Oat _.Z i287 P -:-,..Dit: ,_O:QO EZc :,0- C 1 BA-30a1 0.034 1.69 0.73 60 60 102 44 _ F w19,C ObS1M1p _ 0;366 k ' O.OQ: .O OQa _.K ..0 _. ..wi 0 0 F 19C ObsAp 0.368 0.00 0.00 0 0 0 0 F W19C-0bsnP w , 0.368 0.00: 0.00. 0 _ _0 r u 0 v U a Zl= F 20P-3DN 0.035 - 1.74 023 0 0 0 0 .,v1S7�{iM_a.. Ind.«" 7� a a x:"..au(:.:, .,.,.l .n z » ilt 'U�..,,��» � Lo-�n�M;:.a "-`w.�3,�ti,�.s7M w...7., -.�..w .'�.^u,..,..w " �rrr y't F^*:�".'•c�y"`"""-'"T „r r,. � ��",i �"�"- �` .„ "++ , m,'�' -"-` �.�.""'"„"�r�'as��„^�,°'^-ar" r^r"` ,. ^�,^a-^c-�"� �+..da.-..+. -.mob. 4 ALw�.+..��.�ai-�~i�.,....�,�» �r�L`�> • �A.,rw.:4+.a9,_v�.w..:�a..,$Y..w......wl'm ur -..'w4'+�.a -..:a� «�T...n7_-,r+v+_...`m»2'�....:...-ate...:-w.xrnvr��' 2x��t� "w`�.�.. r5<e;,s� � .Ira rr,�" 17 �'"':; �t. E1,77-` U�.w �..",.,s�:a:°w........,...."::i....�.�,s ... a..'.�w,m^'..w>«:.. .,w:..».» *r.,._. «...v., ........s..,.i.. ,.�. a.".'..v..�.,;y.:na -777 �t.uCw"a,.t�akw,:.�.ta._w.,.�. 7w ° `�" '.._.:..?;. '..*.i". ..^.i.. ? 1 ,L. ..1.4 a_.,.a.�°l".u`�».u..,...,».dr; ...:sY..S,.. `w.._d=3=71 .....a;..:.u.a, .»,�. ,,..-__.:,:«ir!_... ,�., ...v.;S....::`: ..e..:i'• 6 c)AED excursion -1 Envelope lossigain 102 43 12 a) Infiltration 0 0 b) Room%entilation 0 0 13 Internal gains: Omipants@ 230 0 0 Appliancesiolher 0 Subtotal(lines 6 to 13) 102 43 Lessextemalload 0 0 Lesstransfer 0 0 Redistribution 153 14 Subtotal 254 75 15 Ductloads 1 -0% 0% 0 0 Total room load 254 75 Air required(cm) 1 33 13 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrtgF�tsoTe- 2025-AEg-0712:14:07 Right-Suite®Universal 2025 25.0.02 RSU26095 Page 12 ..Al0 AquaviewAve1410_Agraview AvenueJsd_NK.np Calc=MJB Horse Front faces:N i N Basement i Bsmt Bath Bed 4 Ductless cassette Utility Rec Rm Ductless cassette 34'-1" Job#: 3771 New York Building Technology Group Scale: 1 : 58 Performed by Tom Baccarella for: Page 1 410 AquaviewAvenue,East Marion,NY 11939 159 Rt 25A Building 1 Suite B Right-Suite®Universal 2025 1 Shortwood Lane Miller Place, NY 11764 25.0.02 RSU26095 Setauket,NY 11733 Phone:631-495-0289 2025-Aug-07 12:14:50 Phone:(516)286-0390 ...e1410 Aquaview Avenuejsd NK.rup sw@sewaycontractors.com www.NYBTG.com Tom@nybtg.com I N 1st Floor i Ductless Cassette Living Rm i i Kitchen Pwd r Dining Rm Foyer Ductless Cassette Job#: 3771 New York Building Technology Group Scale: 1 : 58 Performed by Tom Baccarella for: Page 2 410 AquaviewAvenue,East Marion,NY 11939 159 Rt 25A Building 1 Suite B Right-Suite®Universal 2025 1 Shortwood Lane Miller Place, NY 11764 25.0.02 RSU26095 Setauket,NY 11733 Phone:631-495-0289 2025-Aug-07 12:14:50 Phone:(516)286-0390 ...e\410 Aquaview AvenueJsd NK.rup sw@sewaycontractors.com www.NYBTG.com Tom@nybtg.com N 2nd Floor h'.. 150 c 811 150 cfE910d 2 15 00 cfm 155 cfm Primary Bed Upper Hall m-0 400 cfm 120 cfm 2nd Bed 3 230 cfm Primary Bath 120 cfm Primary WIC Job#: 3771 New York Building Technology Group Scale: 1 : 58 Performed by Tom Baccarella for: Page 3 410 AquaviewAvenue,East Marion,NY 11939 159 Rt 25A Building 1 Suite B Right-Suite®Universal 2025 1 Shortwood Lane Miller Place; NY 11764 25.0.02 RSU26095 Setauket,NY 11733 Phone:631-495-0289 2025-Aug-0712:14:50 Phone:(516)286-0390 ...e\410 Aquaview Avenuejsd NK.rup sw@sewaycwntractors.com www.NYBTG.com Tom@nybtg.com Duct System Summary Job: 3771 NEW YOPK : � BUILDING Date: Jun 20,2025 ����� ° ° 1st Fir BConBsmt ey, Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tam@rybtg.com web:wwW.NYBTG.cem Project • • For: 41 OAquaview Avenue,East Marion,NY 11939,Sefi Graider 1 Shortwood Lane,Setauket,NY 11733 Phone:(516)286-0390 Email:sw@sewaycontractors.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.250/0.250 in H2O 0.250/0.250 in H2O Lowest friction rate 1 0 in/100ft 0 in/100ft Actual airflow i 1200 cfm 1200 cfm Total effective length(TEL) 0 ft • • l - • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (Cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bed 4 C 3189 149 207 0 0 Ox 0 VIFx 0 0 Bsmc Bath h 22 25 1 0 0 Ox 0 VI Fx 0 0 Dining Rm C 866 0 56 0 0 Ox 0 VIFx 0 0 Foyer h 1804 272 117 0 0 Ox 0 VIFx 0 0 Kitchen C 2011 46 131 0 0 Ox 0 VIFx 0 0 Kitchon•A C 2011 46 131 0 0 Ox 0 VIFx 0 0 Living Rm h 2931 201 190 0 0 Ox 0 VI Fx 0 0 Pwdr h 54 23 3 j 0 0 Ox0 VIFx 0 0 Rec Rm h 2782 203 181 0 0 Ox 0 VI Fx 0 0 Rec Rm-A h 2782 203 181 0 0 Ox 0 VI Fx 0 0 Utility h 22 33 1 0 0 Ox0 VIFx 1 0 0 Return 5ranch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (Cfm) (drn) (ft) FIR (fpm) (in) (in) Opening(in) Mal Trunk rb1 Ox 0 1200 1200 0 0 0 0 Ox 0 ShMt .-Of,- wrightsoft® 2025-Aug-0712:14:10 ZCk Right-Sui Page Universal Pa e1 410 AquavtewAve\410 Aquaview Avenuejsd_NK.np Calc=MJ8 House Frontfaces:N Duct System Summary. Job: 3771 NEW YOAK m- (BUILDING Date: Jun20,2025 AHU 1 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com Project Information. For: 41 0Aquaview Avenue,East Marion,NY 11939,Sefi Graider 1 Shoriwood Lane,Setauket,NY 11733 Phone:(516)286-0390 1 Email:sw@sewaycontractors.com Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.11 in H2O 0.11 in H2O Supply/return available pressure 0.070/0.040 in H2O 0.070/0.040 in H2O Lowestfricbon rate 0.079 in/100ft 0.079 in/100ft Actual airflow 600 cf-n 600 cfin Total effective length(TEL) 140 It i • • b- . • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Mal Ln(ft) Ln(ft) Trunk Bed 2 c 1676 145 150 0 0 Ox 0 ShMt 0 0 Bed 2-A c 1676 145 150 0 0 Ox 0 ShMt 0 0 Primary Bed h 1557 155 150 0.079 8.0 Ox 0 ShMt 13.2 75.0 Primary Bed-A h 1686 155 150 0 0 Ox0 ShMt 0 0 Return - Table Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (dim) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Mat Trunk rb2 Ox 0 600 600 51.3 0.079 561 14.0 Ox 0 ShMt i wrightsoft® 2025•Aug-0712:14:10 Rght-Suite®Universal 2025 25.0.02 RSU26095 Page 2 �+� ...41OAqueviewAve\410 Aquaview AverueJsd_NK.rup Calc=MJ8 House Front faces:N Duct System Summary Job: 3771 NEW YOflKo BUILDING Data: Jun 20,2025 AHU2 ( By. Tom Baccarella New York Building Technology Group 159 Rt 25A Buldirg 1 Sute B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:www.lWBTG.com Projedt Information For: 41 OAquaview Avenue,East Marion,NY 11939,Sefi Graider 1 Shorlwood Lane,Setauket,NY 11733 Phone:(516)286-0390 Email:sw@sewaycontractors.com Heating Cooling External static pressure 0.03 in H2O 0.03 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure -0.2 in H2O -0.2 in H2O Supply/return available pressure -0.094/-0.066 in H2O -0.094/-0.066 in H2O Lowest friction rate -0.09 in/100ft -0.09 in/100ft Actual airflow 400 dim 400 dim Total effective length(TEL) 173 ft Su*pply 8ranchDei • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (dm) (clm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk end Batt�q h 75 33 13 -0.10 0 1 OX 0 ShMt 8.1 85.0 st1 Bed 3 c 1350 126 230 -0.17 0 Ox 0 ShMt 8.7 45.0 Primary Bath h 462 120 79 -0.17 0 1OX0 ShMt 9.5 45.0 Primary Bath•A h 462 120 79 -0.09 0 Ox 0 ShMt 16.2 85.0 st1 Su • • b- . • I Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (dm) Orn) FIR, (fpm) (in) (in) Material Trunk st1 PeakAVF 153 91 -0.09 0 0 10 x 0 ShtMetl Return Branch Detail'Table I Grille Htg Clg TEL Des Ign Veloc Diam H x W Stud/Joist Dud Name Size(in) (cim) Orn) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb3 OX 0 400 400 72.0 -0.09 0 0 Ox 0 ShMt .� wrightsoft® 2025-Aug-0712:14:10 •. a N�.�..�.,, Right Suteo uriversal 2025 25.0.02 RSU26095 Page 3 410•AquaviewAveWl( Aquaview Avenuajsd_NK.rLp Calc=MJ8 Home Frortfaces:N +s e i E „_r 55P 1 0 2025 U4tC�i4ltj��"Q�'��¢!1t To : of �' l ,t l SEP _ g 2025 i�`; 1 Tcv'a c Y I Itka V 11��� ICHAEL MU;NOZ Af PROJECT ARCHITECT CREATE! DESIGN/BUILD GROUP LLC ANT�''� TEL 631-464-6668 �� MMUNOZ CREATEDESIGNBUILDGROUP.COM i"'j � ARCHITECTURE/ D�.ES I G N/ CONSTRUCTION Town of Southold Building Department 11/01/2023 54375 NY-25, Southold,N.Y. 11971 Phone-(631)765-1802 SI L A.G.Q. NOTE:CONCRETE TO RE: Proposed New Residence p i SILL PLATE BE 3,000 PSI MIN. 410 Aquaview Road,East Marion,N.Y. 11939� COATED COPPER TERMITE SHIELD —14 REBAR a 12"O.G. SILL SEAL HORIZONTAL d 24"O.C. VERTICAL FOR FND. To Nancy Dwyer,Southold Town Field Inspector,and to ANCHOR BOLTS(SEE jY. WALL CONSTRUCTION. ANCHOR BOLT DTL.) 11 whom it may concern, POURED CONCRETE II FOUNDATION WALL Below is an update to the foundation wall detail proposed ASPHALT DAMPROo-r'G ul at 410 Aquaview Road,East Marion,N.Y. 11939. The TO GRADE Jim footing is enlarged to be 12"x 24"in lieu of 8"x 16". PROVIDE 2"J(4"KEY I;.,m 4"P.G.SLAB � o The wall thickness is 10"wide in lieu of 8"wide and the rebar in the wall is installed 24"o.c.vertical and 12"o.c. - ; horizontal. (3)-4 REBAR _ Rc'I ' � ik r +[ COMPACTED The larger foundation will suit the proposed loads better CLEAN FILL 4' 24" "_ MIN. than the traditional foundation design. 'Typ. Foundation Wall NOT TO SCALE Please contact us with any additional questions or concerns.Thank you. i -DACC � rglici{C Al— Michael Munoz David Chagnon Principal Architect of Record Create! Design/Build Group Create! Design/Build Group 1of1 1E ic le c,,k ,'W, , b,""! Compliance Certificate Project Information Project Title: i SEFI GRAIDER RESIDENCE Energy Code: 2021 IECC � � � Il�'�- n n n rr Location: Southold,New York Itll U Construction Type: Single Family Project Type: New Construction Project Sub Type: None AUG 2 g 2025 Orientation: Bldg.faces 0 deg.from North HU Conditioned Floor Area: 2453 ft2 Glazing Area: 16% Building DePartment Climate Zone: 4a(5572 HDD) Town of Southold All Electric: false Is Renewable: I false Has Battery: false Has Charger: false Has Heat Pump false Construction Site: Owner/Agent: j Designer/Contractor: 410 AQUAVIEW ROAD SEFI GRAIDER MICHAEL MUNOZ EAST MARION,NY 11939 1 SHORTWOOD LANE 160 MCNAIR ST EAST SETAUKET,NY 11738 Create Design Build Group 1-516-286-0390 BRENTWOOD,NY 11717 6314646668 MMunoz@createdesignbuildgroup.com Project Notes: Energy Credits Description Credits Reduced Energy Use in Service Water Heating Option-R408.2.3 1.0 Proposed:Required: I Report Title: SEFI GRAIDER RESIDENCE Report Date: 8/26/25, 4:18 PM 1 of 15 Envelope Assemblies Prop. Req. Gross Assembly Area or Cavity Cont. U- U- Prop. Req. Perimeter R Value R-Value Factor/ Factor/ UA UA F-Factor F-Factor Ceiling: Flat Ceiling or Scissor 920 3810 0.0 0.030 0.024 28 22 Truss Floor:Slab-On-Grade(Unheated) 920 10.0 0.360 0.360 0 0 Insulation depth:4.00' Insulation position:Fully Insulated(uniform R-value across perimeter and under slab) Wall:Wood Frame,16"o.c. 681 2L0 5.0 0.043 0.045 26 27 Orientation:Front Window 1:Wood Frame 75 0.270 0.300 20 23 SHGC:0.27 Orientation:Front Wall 1:Wood Frame,16"o.c. 582 21.0 5.0 0.043 0.045 20 21 Orientation:Right side Window 1:Wood Frame 45 0.270 0.300 12 14 SHGC:0.27 Orientation:Right side Door 2:Glass Door(over 50% 74 0.280 0.300 21 22 glazing) SHGC:0.28 Orientation:Right side Wall 2:Wood Frame,16"o.c. 582 21.0 5.0 0.043 0.045 19 20 Orientation:Left side Window:Wood Frame 60 0.270 0.300 16 18 SHGC:0.27 Orientation:Left side Door 1:Glass Door(over 50% 78 0.280 0.300 22 23 glazing) SHGC:0.28 Orientation:Left side Wall 3:Wood Frame,16"o.c. 681 21I.0 5.0 0.043 0.045 26 27 Orientation:Back Window 3:Wood Frame 60 0.270 0.300 16 18 SHGC:0.27 Orientation:Back Door:Solid Door(under 50% 20 0.350 0.300 7 6 glazing) Orientation:Back Basement Wall:Solid Concrete or 272 15.0 5.0 0.051 0.059 14 16 Masonry Orientation:Front Wall height:8.00 Insulation depth:8.00' insulation position:Integral Insulation Basement Wall 2:Solid Concrete 272 15.0 5.0 0.051 0.059 14 16 or Masonry Orientation:Back Wall height:8.00 Insulation depth:8.00' Insulation position:Integral Insulation Basement Wall 3:Solid Concrete 228 15.0 5.0 0.053 0.059 12 13 or Masonry Orientation:Left side Wall height:8.00 Insulation depth:8.00' Insulation position:Integral Insulation Report Title: SEFI GRAIDER RESIDENCE Report Date: 8/26/25, 4:18 PM 2 of 15 Gross Prop. Req. Assembly Area or Cavity Cont. U- U- Prop. Req. Perimeter R-Value R-Value Factor/ Factor/ UA UA F-Factor F-Factor Basement Wall 4:Solid Concrete 228 15�0 5.0 0.040 0.059 9 13 or Masonry Orientation:Right side Wall height:8.00 Insulation depth:8.00' Insulation position:Integral Insulation Compliance:5.7%Better Than Code Max UA: Your UA: Max SHGC:Compliance: Passes using ILIA trade-off 0.40 0.27 I 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. Slab-on-grade tradeoffs are no longer considered In the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2021 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 16D AP DAVID CHAGNON .�yCr , 08.26.25 Name -Title , , , .d Date A . ." 9 } . X , . a2B OF N Report Title: SEFI GRAIDER RESIDENCE Report Date: 8126/25, 4:18 PM 3 of 15 6ecklist Inspection Energy Code:2021 IECC Requirements:0%were addressed directly in the RESCheCk software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Pre-Inspection/Plan Review Section Plans f Field # I Verified ! Verified &Req.ID Pre-Inspection/Plan Review { Value Value 1 Complies? Comments/Assumptions 103.1, Construction drawings and O Complies 103.2 documentation demonstrate Does Not [PR1)1 energy code compliance for the building envelope.Thermal omply envelope and energy Not compliance path represented on Qservable construction documents. Not Applicable 103.1, Construction drawings and Complies 103.2, documentation demonstrate 403.8 energy code compliance for I r1 Does Not [PR3]1 lighting and mechanical omply systems.Systems serving i (�Not multiple dwelling units must I Observable demonstrate compliance with the IECC Commercial Provisions. O Not Applicable 302.1, He and cooling equipment Heating: Heating: Complies 403.7 is sized per ACCA Manual S Btu/hri Btu/hr [PR2]2 based on loads calculated per Does Not ACCA Manual I or other methods 0 Imply approved by the code official. Cooling: Cooling: ((�]Not Btu/hr Btu/hr Observable 0 0 0 Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 31 1 Low Impact(Tier 3) Report Title: SEFI GRAIDER RESIDENCE Report Date: 8126/25, 4:18 PM 4 of 15 Foundation Inspection Section. Plans-• Field i # Verified Verified &Req.ID, foundation inspection i Value Value i Complies? Comments/Assumptions 402.1.2 Slab edge insulation R-value. 11ff���� �� .= Complies See the Envelope [FO1]1 g RQ Does Not Assemblies tabl for values Unheated Unheated Comply Heated Heated Ob Norvable PNot licable 303.2, Slab edge insulation installed Complies 402,2.10 per manufacturer's instructions. Does Not [FO211 Comply Not Observable Not Applicable 303.2.1 A protective covering is Complies [FO11]z installed to protect exposed exterior insulation and extends Does Not a minimum of 6 in.below grade. Comply []Not Observable Not Ppl cable 403.9' Snow and ice-melting system 0 Complies [FO12]2 controls installed to shut off system when pavement ❑Does Not temperature>50F and no Comply precipitation. �Not Observable Not Appl able 402.1.2 Slab edge insulation ft ft Complies See the Envelope [FO311 depth/length. Does Not Assemblies table for values Comply Not 0 servable 0 Not Applicable 402.1.2 Conditioned basement wall R�1 R Complies See the Envelope [FO411 insulation R-value.Where 1_J_J Assemblies table for interior Insulation is used, Does Not values verification may need to occur R R-0 Imply during Insulation Inspection.Not �]Not required in warm-humid Qservable locations in Climate Zone 3. Not pplicable 303.2 Conditioned basement wall 0 Complies [FO511 insulation installed per manufacturer's instructions. I }��1 Does Not comply qNot servable ONot plicabie 402.2.8 Conditioned basement wall ! ft ft ❑Complies See the Envelope [FO611 insulated in accordance with Assemblies table for Table R402.1.3 with insulation Does Not values depth the minimum of 10 ft Imply below grade or to the basement n(�]Not floor, Observable ()Not Applicable Additional Comments/Assumptions: Report Title: SEFI GRAIDER RESIDENCE Report Date: 8/26/25, 4:18 PM 5 of 15 I I I High Impact(Tier 1) 1,2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Report Title: SEFI GRAIDER RESIDENCE Report Date: 8/26/25, 4:18 PM 6 of 15 i Framing / Rough-In Inspection Section unedFram h-In -Verified ton le&ReglD Value - Complies. Comments/Assumptions 402.1, Door U-factor. U U� 0 Complies See the Envelope 402.3.4 Assemblies table for [FRl]1 0 Does Not values Comply 2 Not servable 0 Not Applicable 4021 Glazing U-factor(area-weighted U 0 Complies See the Envelope 4021 U 1, average). Assemblies table for 402.3.3, 0 Does Not values 402.5 Comply [FR2]1 n Not servable 0 Not Applicable 402.4.1.1 Air barrier and thermal barrier j 0 Complies [FR23]1 installed per manufacturer's instructions. Does Not j Comply []Not Observable Not Appl cable 402.4.3 Fenestration that is not site built ! 0 Complies [FR20]1 is listed and labeled as meeting ' Does Not AAMA/WDMA/CSA 101/1.5.2/A440 or has infiltration `Omply rates per NFRC 400 that do not I Not exceed code limits. { Observable [�Not Applicable 402.4.5 IC-rated recessed lighting 0 Complies [FR16]2 fixtures sealed at Does Not housing/interior finish and labeled to Indicate:52,0 cfm Lomply leakage at 75 Pa. Not servable 0 Not Applicable 403.3.1 Supply and return ducts in attics 0 Complies [FR12]1 insulated>=R-8 where duct Is Does Not >=3 inches in diameter and >=R-6 where<3 Inches. omply QNot (� servabie 0 Not Applicable 403.3.4 Ducts,air handlers and filter 0 Complies [FR13]1 boxes are sealed with Does Not joints/seams compliant with (] International Mechanical Code Comply or International Residential r ❑Not Code,as applicable. Observable PNot p Not F403.3.7',' Building cavities are not used as 0 Complies [FR15]3• ducts or plenums. Does Not Comply (]Not Observable 0 Not Applicable Report Title: SEFI GRAIDER RESIDENCE Report Date: 8/26/25, 4:18 PM 7 of 15 Section I Plans I Field # I Framing/Rough-In I Verified Verified i I &Req.ID j Inspection Value Value ! Complies? I Comments/Assumptions 403.3.2 Ducts declared to be within the ❑Complies conditioned space are either 1) IFR28]3 completely within the ❑Does Not continuous air barrier and within Comply the building thermal envelope, Q Not 2)buried within celling i Observable insulation in accordance with Section R403.3.6 and the air ❑Not handler is located completely Applicable within the continuous air barrier and within the building thermal I envelope and the duct leakage is<=1.5 cfm/100 square feet of conditioned floor area served by the duct system,or 3)the i ceiling insulation R-value installed against and above the insulated duct>=to the proposed ceiling insulation R- value,less the R-value of the insulation on the duct. 403.4 HVAC pip :Inq conveying fluids R f 1 Rf ❑Complies [FR17]2 above 105-F or chilled fluids l J u below 55°F are insulated to>_R- Does Not 3, omply Not servable Not ppiicable 402.4.6 Electrical and communication ❑Complies [FR29]3 boxes installed in the thermal boundary of the envelope ❑Does Not sealed to limit air leakage I Comply between conditioned and Not unconditioned spaces. servable ❑Not Applicable 403.4.1 Protection of insulation on HVAC I ❑Complies [FR24]1 piping. Does Not i Comply [—)Not O servable Not Applicable i 403.5.2 Hot waterR R ater pipes are insulated to � O Complies [FR18] — � ]Does Not Comply Not O servable Not pplicable 403.6 Automatic or gravity dampers ❑Complies [FRlg]z are installed on all outdoor air intakes and exhausts for Does Not mechanical ventilation systems. Imply qO(� Not servable Pliocable 403.6.1 Ventilation systems in climate ❑Complies [FR30]2 zones 7&8 shall utilize heat or energy recovery ❑Does Not Comply 9Not servable Not i Ppii able 303.1.3 U-factors of fenestration ❑Complies [FR4]1 products are determined in accordance with the NFRC test Does Not procedure or taken from the omply default table. [�Not Observable Not ppiicable Report Title: SEFI GRAIDER RESIDENCE Report Date: 8/26/25, 4:18 PM 8 of 15 Additional Comments/Assumptions: i t I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) I Report Title: SEFI GRAIDER RESIDENCE Report Date: 8/26/25, 4:18 PM 9 of 15 Insulation Inspection Section i Plans Field # Verified i Verified &Req.ID i Insulation Inspection Value Value r Complies? t Comments/Assumptions i 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values Does Not provided. I ❑ Comply ❑Not Observable P( Not pplicable 402.1, Wall insulation R-value.If this is �� (= Complies See the Envelope 402.2.5, a mass wall with at least'/2 of RL J RL� ❑ Assemblies table for 402.2.6 the wall insulation on the wall ❑Wood ❑Wood ❑Does Not values [IN3]1 requirement exterior insulation n ❑Mass ❑Mass Co Not ❑Steel ❑Steel Observable 0 Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not Comply [�Not Observable PNot pl cable I I Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Report Title: SEFI GRAIDER RESIDENCE Report Date: 8/26/25, 4:18 PM 10 of 15 i Final Inspection Provisions Section 1 Plans Field 1 # a Verified Verified &Req.ID Final Inspection Provisions ; Value Value Complies? !Comments/Assumptions 402.1, Ceiling insulation R-value. ( (� Complies See the Envelope 402.2.2 6 Wood, R t od R l 1 ❑Does Not Assemblies table for 402.2. Wood values [Fill' 6 Steel 0 Steel Comply Observable 0 Not Applicable 303.1.1.11 Ceiling insulation Installed per 0 Complies 303.2 manufacturer's instructions. [FI211 Blown Insulation marked every 0 Does Not 300 ft2. Comply Not servable 0 Not Applicable 403.5.1 Circulating service hot water 1 0 Complies [FlllF systems have automatic or j accessible manual controls. Co Doe Not mpl1 ; Not { Observable ONot pl cable 403.2 Hot water boilers supplying f 0 Complies [FI26]2 heat through one-or two-pipe heating systems have 0 Does Not automatic outdoor setback Comply control to lower boller water (�Not temperature based on outdoor O servable temperature,indoor Not temperature or water Q temperature sensing. Applicable 403.5.1.1 Heated water circulation 0 Complies [FI28]2 systems have a circulation Pump.The system return pipe 0 Does Not is a dedicated return pipe or a ! Comply cold water supply pipe;Gravity Not and thermos-syphon circulation servable s stems are not present. Not controls for circulating hot Q water system pumps start the 1 Applicable pump with signal for hot water demand within the occupancy. I Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems 0 Complies [F[29]2 comply with IEEE 515.1 or UL 515.Controls automatically Does Not adjust the energy Input to the Comply heat tracing to maintain the Not desired water temperature in servable the piping. Not Q Appl cable 403.5.3 Drain water heat recovery 0 Complies [F131]2 units tested In accordance with Does Not CSA B55.1.Potable water-side pressure loss of drain water Imply heat recovery units<3 psi for (�Not individual units connected to `Observable one or two showers.Potable water-side pressure loss of 0 Not drain water heat recovery units Applicable <2 psi for individual units connected to three or more showers. 403.6.2 All mechanical ventilation 0 Complies [FI25]2 system fans not part of tested and listed HVAC equipment Does Not meet efficacy and air flow Imply limits per Table R403.6.2. ❑Not bservable Not Appl cable Report Title: SEFI GRAIDER RESIDENCE Report Date: 8/26/25, 4:18 PM 11 of 15 i Section Plans Field i I # Verified I Verified &Req.ID Final Inspection Provisions Value i Value i Complies? Comments/Assumptions 403.6.3 Mechanical ventilation systems ; Compiles [FI33]2 tested and verified to meet the Does Not minimum flow rates required by Section R403.6. Comply (�Not Observable Not Applicable 403.5.1.1.1 Demand recirculation water j Complies [F[32]2 systems have automatic controls to start pump when ! Does Not hot water is requested. omply Not Qservable Not Appl cable 404.1 100%of permanent fixtures Complies [F16]1 have high efficacy lamps. Does Not Comply Not servable Not Applicable 404.1.2 Fuel gas lighting systems have Complies [FI23]3 no continuous pilot light. I (�Does Not Comply Not Observable Not 1pppl cable 4041.1 Exterior lighting for multifamily 0 Complies [F135]3 buildings shall comply with Section C405.4. (J Does Not Comply o Not Observable PNot plicabie I 404.2 Permanent interior lighting Complies .[F136]3 shall be controlled with either a Does Not dimmer,occupancy sensor or Comply other control built into the l fixture. (�Not `observable Not pplicable 404.3 Exterior lighting>=30 watts i Complies [F137]3- shall have the following controls:manual on/off switch Q Does Not with automatic shut-off, Comply automatic shut-off in daylight ('�Not hours,and controls that i O servable override automatic shutoff that Not returns to automatic control within 24 hours. pplicable 401.3 Compliance certificate posted j Complies [F17]2 with building specifications and compliance path and results. Does Not omply Not O servable PNot plicable 303.3 Manufacturer manuals for O Complies [FI18]3 mechanical and water heating systems have been provided. Does Not Comply 9Not servable Not Applicable Report Title: SEFI GRAIDER RESIDENCE Report Date: 8/26/25, 4:18 PM 12 of 15 Section j j Plans Field # Verified i Verified { Com &Req.ID lies? Comments/Assumptions � Final Inspection Provisions I Value Value I p s p 408.2.3` Reduced Energy in Service Complies [F140]3 water Heating:Gas>=0.82 EF,Electric>=2.0 EF,or Solar C Does Not Fraction>=0.4. Imply ` [�j Not ApqO servable Not { pl cable 402.2.3. Vented attics with air I Complies [FI22]2 permeable insulation include Does Not baffle adjacent to soffit and eave vents that extends over omply insulation. Not { servable QNot ppiicable 402.2.4 Attic access hatch and door = 0 Complies [FI3]1 insulation>R-value of the R R adjacent assembly. (]Does Not Comply Not servable ONot pl able 402.4.1.3 Blower door test @ 50 Pa. ACH 50= ACH 50= O Complies [FI17]1 <=5.0 ach in Climate Zones 1- 2,and<=3.0 ach in Climate Does Not Zones 3-8. Imply Not servable Not Applicable 403.3.5 Ducts are pressure tested in O Complies [F127]1 accordance with 0 ANEI/RESNET/ICC 380 or cfm/ 00 ft2 Cfm/100 ft2 ❑Does Not ASTME1554 to determine air Comply leakage with either:Rough-in (�Not test:Total leakage measured Pservable with a pressure differential of Not 0.1 inch w.g.across the system ((��]] including the manufacturer's Pplicable air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system Including the manufacturer's air handler enclosure. 403.3.6 Duct tightness test result of (j 1 0 Complies [FI4]1 <=4 cfm/100 ft2 across the system or<=3 cfm/100 ft2 cfm/100 ft2 cfm/100 ft2 Does Not without air handler @ 25 Pa. Imply Duct tightness<=8 cfm/100 oNot ft2 for ducts within thermal Observable envelope.For rough-in tests, verification may need to occur (�Not during Framing Inspection, pplicable 403.3.4.1 Air handler leakage designated I Complies [FI2411 by manufacturer at<=2/o of J Does Not design air flow. nn Umply (�Not `O�iservable PNot pl cable 403.1.1 Programmable thermostats Complies [FI912 installed for control of primary heating and cooling systems n Does Not and initially set by omply manufacturer to code Not specifications. O servable (]Not Applicable i Additional Comments/Assumptions: Report Title: SEFI GRAIDER RESIDENCE Report Date: 8/26/25, 4:18 PM 13 of 15 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3F Low Impact(Tier 3) I Report Title: SEFI GRAIDER RESIDENCE Report Date: 8/26/25, 4:18 PM 14 of 15 i 2021 1 ECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 26.00 Below-Grade Wall 20.00 Floor 10.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Door Rating 1.1-Factor SHGC Window 0.27 0.27 Door 0.28 0.28 Skylight 0.00 He-atin-gi & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: SignaWre Name: Date: Comments: i I I Report Title: SEFI GRAIDER RESIDENCE Report Date: 8/26/25, 4:18 PM 15 of 15 e 7 Search s ��n fiJ South Setauket 10PM Q� 11720 Ply Gem. 31.5 in. x 59.5 ih. 5i00 Series White Vinyl Single Hung Window with. HPSC Class, Screen Included 1 v :� Questions&An,swers (1) : .�,...._.-..r:...:-,.,._x-.,.�-,,..,.. ',k..._.r......�:ms'+s....a.M,..•:--:;a:.e-:s:-:.ra.;�,�.._„J....,-....�,,.�.....�,,....,-,.�.::tr:.:=.a.�: Ask a question What are the key features? V oo Shop All Services MY Log In Glass Options Choosing the right glass options for your 500 Series windows can make your home more comfortable and reduce nergy costs as well as increase security, privacy and fade protection. (} ' Low-E Glass and High-Performance Glass Packages Optional Low-E glass packages help keep your home cooler during summer heat and warmer through colder months. l Choose a High Performance HP glass package with Argon gas, which is six k times denser than air and placed in the insulating glass unit for additional j protection from energy loss. HP Glass Packiages with specialty Low-E glass and Argon can greatly reduce solar heat gain and lower cooling costs in warmer regions. The Warm Edge spacer system features a U-shaped channel that separates the glass panes and interrupts the natural flow of heat to cold. It also flexes when the glass expands and contracts to help maintain a strong seal. Optional Warm Edge+ spacer systems are made of less-conductive materials for increased energy performance and added strength to better resist seal failure. THE ENERGY STAR PROGRAM ENERGY STAR® 500 Series windows can be ordered to meet ENERGY STAR guidelines for where you live. if r A r ADDITIONAL GLASS OPTIONS Enhanced Security ' Laminated glass, featuring a durable PVB interlayer between two layers of glass, helps W protect your home against forced entry, reduce unwanted noise and block the sun damaging ultraviolet rays from entering your home. Increased-Safety Heat strengthenedjtemper,d g s inereas sse afety�because-it:is harderto_break_through '°�`.. thah`regulacglas ans d saf_el_y breaks into pebbles:---Increase your home's privacy Obscure patterned glass helps increase privacy while allowing natural light into your home. Tinted Glass Control solar heat gain, reduce glare and visibility into your home with tinted glass. IY� �I 1A%vom� Ave _ e-, ►�avi� N R A Any Climate Fresh Air Systems - 150 CFM r� Part no. BLP150E75NS-HW (Hardwired) For plug connected applications, refer to ' BLP150E75NS-PC 35 to 146 CFM @ 0.4 in.w.g. NVI CERTIFIED " .®! Parts/Met or/ERV Core Visit Broan-NuTone.com for complete warranty text. The industry's most versatile and advanced fresh air system, Unit AttrlbUteS' created to simplify the design,specification and installation -- - - process while delivering superior air quality in a compact design. • SRE of 841/o at 32°F(OTC)(36 CFM) • Quickest installation in its category saving the install I r up • Ports size:6" to 20 minutes per unit,thanks to the auto-balancing and • Fan Efficacy: 2.1 CFM/Watt(64 CFM) self-adjusting VIRTUOTM technology* I • Defrost operation will automatically activate to manage • Airflow configuration can be swapped with the flip of an recovery core frost. integrated selection switch**, eliminating the need for • Corrosion resistant galvanized steel door and cabinet specifying different models to accommodate mirrored . One-piece molded insulation shell floor plans and providing simplicity throughout the design (expanded polystyrene; UL 94 HF-1 certified) and installation processes • VIRTUOT"'constant airflow and auto-balancing device Horizontal and wall mount options provide location , . Integrated motorized dampers within both supply and flexibility to accommodate various application needs exhaust air stream (no additional backdraft dampers • Integrated LCD screen provides intuitive CFM selection in 1 CFM increments throughout the airflow range prodding required). real-time CFM and watt usage values • No condensate drain required • Equipped with PMSM ECM motors for reliable and energy • Unit electrical characteristics: efficient operation Volt:1 20/160 Hz, MCA: 2.4 A, MOCP: 15 A,Watts: 170 • Fault indicator display(FID) responding to filter • Isolation pad washers included with mounting hardware maintenance, low airflow condition, and system sensor • Cold Climate Compliant failures while providing real-time airflow and power usage. *US Patent No. 11168916-Canadian patent pending **Patent pending Optional Controls :.4 LRecovery Core ADVANCED BOOST • ERV polypropylene crossflow core and plastic covers, AUTOMATIC -I SPEED SELECTOR*** TOUCHSCREEN OVERRIDE impact resistant, non washable Dimensions 12" x 24" x 8 5" (30.5 cm x 61 cm x 21.6 cm) Filtration z.. I ` • MERV 8 grade washable standard filter(included) i _ ; -- • Optional 2" thick MERV13 grade filter(disposable) . i ) 4,1 (part no.V26000) There are 4 optional main controls and 2 optional auxiliary m io" p controls available. Refer to Wall Control specification sheet Exterior Termination Options or more information. • Compatible with Tandem Terminations(part no.VTYIK1 ***Available only in the US. and V14695)(airflow setting should be adjusted in accordance with application requirements) PRODUCT SPECIFICATIONS SUBJECT To CHANGE WITHOUT NOTICE. Air Ion.:3 Selector must point in exterior ducts direction. - 1 -Fresh air from outside 2-Fresh air to building Exi[ERIOR 3-Exhaust air from building L,..EXTERIEUR �..EXTERIOR ` 4-Exhaust air to outside Dimensions 32 [812] 27-118 [689] A --- 10-1/4 20-27132 6.5/16 1 1 [260.4] [5zs.a] �1so.3] 22-15/1s 20-i/z 28-11/32 CENTER HOLES 15s3] 1520.71 [720,2] 21-3/4 552. 1[3201 CENTER HOLE 1 � tz 1 1 �21-1 =23-1n 546---597 10-1/32 O [z5a.7] a-1sr�z 1 1 [11ss� MOTORIZED DAMPER MOTORIZED DAMPER 8 16 CENTER HOLES B [202.91 [ .4] [202.9] 1 � 10-1/4 20-1/2 1 1 [260.41 6 5/16 [520.71 20-15/16 [160.3] 583 nn I 1 12-19/32 V [3201 0 1 1 O IB 4X06[150] I / f 1 SLOT:03/16 x 1-13132[04.8 x 35.6]� / DOOR SURFACE OR MA NTQUIRE EFROM CENTER HOLE:07116[011.1] (4)MOUNTING BRACKETS INCLUDED DOOR FULLY REMOVABLE AFTER 10* OF ROTATION LCD SCREEN DIMENSIONS BETWEEN BRACKETS ARE LOW VOLTAGE IN MM WHILE OTHER DIMENSIONS ARE TERMINAL CONNECTIONS IN INCHES / 120 V ELECTRICAL CONNECTION _ I Fan Curves w th V RI TUOT"" — — — —— Thanks to VIRTUOTM technology, no need to balance!the unit manually. Both PMSM ECM motors are controlled by an artificial intelligence performing 120 readings per minute then processing this information to maintain the requested irflow. For typical installation, VIRTUOTM will ensure a balanced ventilation at every selected speed regardless of the weather conditions,the type of connection, the variable speed furnace/AHU,the stack effect,the filter clogging and so on. This results in peace of mind for installers and users knowing that the unit will always remain balanced and that it will maintain its maximum heat/energy recovery efficiency. STATIC STATIC NET Supply NET Supm GRoss Gaoss GRoss GRos 2'0 I- PRasURe PRESSURE Am-ow NRwow Aim= AURDW A uLow AIRRDW (pr) (IN.W.G.) (L/s) (ffr.+) $UPS)Y E Euuusr (C-) (US) O^. 1r 25 0.1 75 159 76 161 76 161 50 0.2 73 155 74 157 74 157 75 0.3 71 150 72 153 72 153 as — -L-- 100 0.4 69 146 70 148 70 148 125 0.5 67 142 68 144 68 144 150 0.6 65 138 66 140 66 140 EI 175 0.7 63 133 64 136 64 136 oa 1 } —��—-4— 1~ r } 200 0.8 61 1 129 62 131 1 62 131 225 0.9 58 123 59 125 59 125 ao o ii m m w so �� i o no im ii iw Aso i o 250 1.0 56 119 57 121 57 121 Gross Airflow(CFM) Energy Performance p TY �L ? .SUPPLY NET AIRFLOW POWER SENSIBLE ADJUSTED ADJUSTED LATENT APPARENT TOTAL TEMPERATURE SENSIBLE TOTAL RECOVERY/ CONSUMED RECOVERY RECOVERY SENSIBLE RECOVERY RECOVERY MOISTURE °C °F L/S CFM WATTS EFFICIENCY EFFICIENCY EFFECTIVENESS* EFFICIENCY EFFICIENCY TRANSFER HEATING I I I I I 0 32 17 36 17 84% 87% 88% - - 0.72 0 32 30 64 31 78% 81% 82% - - 0.65 0 32 52 110 70 70% 73% 74% - - 0.57 COOLING 35 95 17 36 20 - - 82% 72% 75% 0.71 35 95 30 64 32 - - 74% 65% 68% 0.63 35 95 52 110 75 - - 65% 55% 58% 0.55 -25 -13 32* 68* 26* 36%* 36%* 83% - - 0.27* I *Tested in accordance with CSA C439-18,not HVI certified. 1 ' Fan Efficacy The following data are not certified by HVI but come from measurement in accordance with CSA C439-18. I I FACTORY MERV 8 FILTERS FACroRY MERV 8 FILTERS-1X MERV13 FILTER I AIRFLOW AIRFLOW POWER FAN EFFICACY FAN EFFICACY POWER FAN EFFICACY FAN EFFICACY (CFM)' (Us)' (wATrs) (CFM/VV)2 (Us/VV)2 (wATTs) (CFM/VV)2 (US/W)2 35 16.5 17.9 2.0 0.93 19.0 1.8 0.87 40 18.9 18.9 2.1 1.00 20.0 2.0 0.95 45 1 21.2 20.3 1 2.2 1.05 21.4 2.1 0.99 50 23.6 22.0 2.3 1.07 23.1 2.2 1.02 55 26.0 24.0 2.3 j 1.08 25.1 2.2 1.03 60 28.3 26.3 2.3 1.07 27.5 2.2 1.03 65 30.7 29.0 2.2 1.06 30.2 2.2 1.02 70 1 33.0 31.9 1 2.2 1.03 33.2 2.1 0.99 75 35.4 35.2 2.1 1.00 36.6 2.0 0.97 80 37.8 38.8 2.1 0.97 40.3 2.0 0.94 85 40.1 42.7 2.0 0.94 44.3 1.9 0.91 90 42.5 46.9 1.9 0.91 48.7 1.8 0.87 95 44.8 51.5 1.8 I 0.87 53.4 1.8 0.84 100 47.2 56.3 1.8 0.84 58.4 1.7 0.81 105 49.6 61.5 1.7 0.81 63.7 1.6 0.78 110 51.9 67.0 1.6 0.78 69.4 1.6 0.75 115 54.3 72.7 1.6 0.75 75.4 1.5 0.72 120 56.6 78.9 1.5 0.72 81.7 1.5 0.69 125 59.0 85.3 1.5 I 0.69 88.4 1.4 0.67 130 61.4 92.0 1.4 0.67 95.4 1.4 0.64 135 63.7 99.1 1.4 0.64 102.7 1.3 0.62 140 66.1 106.4 1.3 0.62 110.4 1.3 0.60 145 68.4 114.1 1.3 0.60 118.4 1.2 0.58 150 70.8 122.1 1 1.2 0.58 126.7 1.2 0.56 155 73.2 130.4 1 1.2 0.56 135.3 1.1 0.54 Gross airflow measured at 70°F/21°C sea level,supply and exhaust stream balanced and equivalent external differential pressure of 0.2" w.g./50 Pa applied to each stream. 2 Fan efficacy calculated from balanced gross airflow divided y measured power then rounded to one decimal for I-P units(CFM/11V)or 2 decimals for SI units(Us/VV). lRequirements. and Standards' • UL 1812 compliant(safety) • Can be used to comply with International Energy • Performance tested in accordance with CSA C439-18 Conservation Code(IECC)requirements Standard • Can be used to comply with California Title 24 • Compliant with Prop 65 2019/2022 Part 6 Fault Indicator Display Requirements • Can be used to comply with ASH RAE standard 62.2 • Can be used to earn WA energy code credits • Can be used to comply with ASHRAE 90.1-2019/2022 • HVI certified requirements Pro'ect: Remarks Location: Part no.: Qty.: Submitted by: - Date: Venmar B �• Broan-NuTone LLC,926 West State Street,Hartford,Wisconsin,USA 53027 Broan-NuTone.com 800-558-1711 Ventilation ULC,550 Lemire Blvd.,Drummondville,Qu6bec,Canada J2C 7W9 Broan-NuTone.ca 800-567-3855 1112283E �NV� t� � 'V _ ,-yy •..�'`� � -�( .ram �' � 4 ac;- 64ow _ ol • �.�.. /''_^ter^•�``` � � • - Yr `p l� - 1 1 . • • COMMENTS m©� , . , FOUNDATION (IST).. FOUNDATION(2ND) 0 OF im WOW ROUGH FRAMING& PLUMBING INSULATION PER N.Y. STATE ENERGY CODE P- 1lip . . �I 561 • t 11 lf1 W42 LAW Is •�• _ �� W%&-37 Wj i r ,' o�SUFFoc r�oo TOWN OF SOUTHOLD—BUILDING DEPARTMENT _� y2 y x Town.Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959' oy • o�� Telephone.(631)7654802 Fax:(631)765-9502 https://www.southoldtom=.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only -PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete j� I OCT 2 8 J applications will not be accepted: Where the Applicant is not the owner,an Owner's.Authorization form(Page 2)shall be completed. Date:10/27,/2022 OWNER(S)OF PROPERTY: Name:Susah I Milano-Vincents &Timothy Milano SCTM#,i000=21-3_-4 Project Address:410 Aquaview Avenue East Marion _ Phone Ma �631-765-6085 Email:. Mailing Address: 14.0 Harvard Avenue, Rockville Center NY 11570 CONTACT PERSON: Name:SEFI GRADER MailingAddress:20 WOODMERE.PLACE.SELDEN NY 11.784 ___ Phone#:516-984-5548` Emailaefgraider@gmail:com DESIGN PROFESSIONAL INFORMATION: Name:,Ken'heth. M: Woychuk Mai ling Address:PO Box 153, Aqueb.Ogue NY 11931 . . Phone#:631-298-1588 Email:kmw250@yahoo.com CONTRACTOR INFORMATION: Name:. Mailing Address:. Phone#: Email; DESCRIPTION OF PROPOSED CONSTRUCTION . BNewStructure ❑Addition ❑Alteration El Repair ❑Demolition . Estimated Cost of:Project: ❑Other $ Will the lot be re-graded? ❑Yes ❑No Will excess fill be removed from premises? ❑Yes ❑No 1 PROPERTY INFORMATION Existing use of property: Intended use of property:Sin le family-dwellin _vacant__:_ �__- _�___a _9-- Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to, this property?.DYes ii o IF YES,PROVIDE A COPY. - 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. 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,alterations or for removal or demolition as herein describetl: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(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. i Application Submitted By(print name): .�C C BAuthorized Agent Downer Signature of Applicant . - Dater : j b 2,9 22 STATE OF NEWYORK) SS: COUNTY.OF SUFFOLK ) S E F I GRADER being duly sworn,deposes and says that(s)he is the applicant .(Name of individual signing contract)above named, '(S)he is the CONTRACT VENDEE: (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/her knowledge and belief;and . that-thb work will be performed in the manner set forth ih the application file h rewith: Sworn before me this I day of w - ,2V . . . . f Not blic BETSYX PERKINS,:_- Notary Public,State of,New y- dd1k;'_, / . No:01 PE61.30636 � Qualified in Suffolk Co' AOPERTY OWNER AUTHORIZATION Commission Expires July 180. Where the applicant is not the•owner) I� Susan J.Milano-Vlncenti,&Timonthy:Milano 140 Harvard Ave.Rockville .Center residing at . . NY 41570 SEFI GRADER do hereby authorize to apply on . Lehall to the Town of Southold I ding Department for approval as.described herein. . 77 7Iner's-Signature Date f Print Owner's Name. TOWN OF SOUTHO I LD'-BUILDING DEPARTMENT Town Hall Annex 54375 Main oadV. O. Box 1179 Southold,NY 11971-0959 X, Telephone(631)765-'1802 Fax(631)�65-9502 hqps://www.southoldtom=.gov Date Received APPLICATION FOR BUILDIN PERMIT For Office Use Only PERMIT NO. Building Inspector: I OCT 2 R 9099 Ap l'ico-tii"o"n "'n `i�6efilldd out An th"e.r ie0' fr _ hio p I ' ?applications will not be accepted Where the id n'0 'j 'C s-,1n6 4":ar,p I ! Owners ri ikldwio.rlln(Page 2)`shall'be c Date:10/27/2022 PROPERTYOWNER/S OF Name:Susan J. Milano-Vincents &Timothy 'Milano 9 3-4 ......... ScTM#10, vW I A Project Address:41 0 Aquaview Avenue East Marion N\io I 0- Phone#:a t_��y _ �� bEmail b Mailing Addres' Rockville s:140 Harvard Avenue Center NY 11570 -(41 1"'40 L K 0 "'CONT, FiER Name:'SEFI GRADER $7 ( (0� 2- .0 (0 • o 3 ct o 1X-r N .er Mailing Address:20 WOODMERE PLACE SELDEN NY 11784 5vq C&)SO_Wa 0 rrl�OA AI 0#1 Phone#:516-984-5548 , XN ktl A4A Email:sefig_raider@gMai1.com DESIGN PROFESSIONAL INFORMATION Name:Kenneth M. Woychuk Mailing Address:PO Box 153, Aqueboguej NY 11931 Phone#:631-298-1588 Email:kmw250@yahoo.com Ic T I�ON �'!CT ,IINFQ� j"' Name: Mailing Address: Phone#:. j Email. DESCRIPTION F,,'PROPOSED H,CONSTRUCTION, igNewStructure ElAddition ElAlteration DRepa i ir ODemolition Estimated cost of Project- F-10ther $ Will the lot be re-graded? E]Yes 0 No Will excess fill be removed from.premises? F-]Yes []No i PROPERTY INFORMATION `- Existing use of property:Vacant Intended use of property:single family dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes BNo IF YES,PROVIDE A COPY. i B Check Box'AfterAeading:. The owner/contractor/design professional is-responsible.for allzdrainage apd storm water tssues;as prorided'by Chapter 236 of the Town Code APPLICATION IS:HEREBY WADE to the Bullding';Departnfent fgrthe issuance of a Building Permit.pursuan ,ti)the Bullding2one Ordinence of the Towmof;Southold,.Suffolk.county,New York and,o'ther.appl'imble Laws,Ordinances ar Regulations;.for the conttruction of buildings !ad'ditlons,alterations or for removal or•demolltlon as herein described The applicantagrees to comply with all applleable laws,o�dlnanees;building!eode, housing'eode.andiregulations and•to;admit authdrized",lnspectors;on,lpremise;and in;huilding(s)fog necess ry inspections'Falseatatements.made heietmare. S nishable as a Cla ss A mistJemeanor pursua nt t o Section 210AS of,the New York State Penal Law. pu ' I Application Submitted By(print name): �Li BAuthorized Agent 'Downer Signature of Applicant: Date: 10 � 22 r 11 STATE OF NEW YORK) SS: COUNTY OF SUFFFFO/LK ) S E F 1 GRADER I being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)heisthe CONTRACT VENDEE (Contractor,Agent,Corporate Officer,etc.) r 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/her knowledge and belief;and that the work will be performed in the manner set firth in the application file,1h rewith. r Sworn before me this f� r• J day of �,)& .2 • Bota blic ETSYA.PERKINSPERKINS. Notary Public,State of New York, !A ,No.01 PE6130636 R®E'ERTY OWNER AUTHORIZATION Qualified in Suffolk Co Commission Expires July 18. (Where the applicant is not the owner) Susan J.Milano-Vincents 8 Timonthy Milano 140 Harvard Ave Rockville Center 1, residing at NY 11570 do hereby authorize S E F 1 GRADER to apply on m behalf to the Town of Southold B 'ding Department for approval as described herein. 0 ner's Signature Date �m V7�fl I-ki Print Owner's Name I 2 D �XI � SEp 2 2024 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD .0.CU1D1NG D wR Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 lamesha—southoldtownny.aov — seand@southoldtownnv.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: 9/11/2024 Company Name: ESF Electric, LLC Electrician's Name: Peter Amurata III License No.: ME-55923 Elec. email: ESFelectricllc@gmail.com Elec. Phone No: 631-710-0946 El I request an email copy of Certificate of Compliance Elec. Address.: 40 Wendy Drive, Farmingville,;NY 11738 i JOB SITE INFORMATION (Ali Informatio j Required) Name: SO Graider&Waylon Decarnlo Address: 410 Aquaview Avenue, East Marion NY 11939 Cross Street: Rocky Point Rd Phone No.: 516-286-0390 Bldg.Permit#: 49153 email: sw@sewaycontractors.com Tax Map District: 1000 Section:21 Block: 3 Lot:4 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 2 story house-4 Bedrooms,3.5 bathrooms, Living Room, Kitchen, Recreational Area Square Footage: 2719 Circle All That Apply: Is job ready for inspection?: 0 YES a NO Rough In Final Do you need a Temp Certificate?: YES❑NO Issued On Temp Information: (All information required) Service SizeWl1 Ph I]3 Ph Size: 200 A #Meters 1 OI Meter# Q✓ New Service[]Fire ReconnectMFlood Reconnect[]Service Reconnect nderground QOverhead # Underground Laterals ✓ 1 M2 M H Frame Pole Work done on..Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION eye c c, �oy�S�EE01���G� BUILDING DEPARTMENT-Electrical Inspector Cox TOWN OF SOUTHOLD D Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 4 �a Telephone (631) 765-1802 yv\ Temporary Certificate Date 2024 Customer Name Electrician Name ^S "- Address Phone lC:) L( G e-mail S c, e-mail — tnCjAC Phone (o )C)l 0 License# Size PQQ A Phase 1 Overhead Underground #of Meters I Remarks #of Underground Lateralsl V112 New "H" Frame or Pole HI P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by ,1 PERMIT# Addre9g:410 Aquaview Ave. E. Marion Switches 41 Outlets 49 GFI's 8 Surface 5 Sconces 5 ' HH's 63 UC Lts Fridge 1 HW 1 POOL 0 Panel Fans 3 Mini Fr. 1 W/D 1 Pump Exhaust 1 Oven 1 Stump 0 Heater Trnsfmr Smokes 5 DW 1 Generator 0 Salt Gen. Carbdn• Micro : , 1 , G.rb.Dis Water Bond 0 0 Lights Heat 0 Pucks 0 ERV 1 HOT TUB/SPA Inst Hot 1 DeHum 1 Transfer 0 Disc Combo 3 Cookto.p 1 Minisplit 3 Blower AC 2 AH 2 Hood 1 Blower 0 Service Amps 200 Have 40 Used 40 Sub Amps 100 Have, 6 Used 4 Comments Main panel 12 - 1 s ani'P AFCi breaker - 6 - 20 amp AFCI breakers 6- 2-9 amp AF01 breakersiW-Cl breakers 1 - 2 pole GFCI breaker 2 - 20 amp GFci breakers in sub panel — i PERMIT# Address: Switches 'aA fz gas ��- 10 Outlets la GFI's a� 1*1 3 Surface 15'g Sconces v4ft D, V*( H H's �"'33 t -r5 �5 1� �1 UC Lts Fridge HW !� POOL Fans Lj Mini Fr. WAD Panel Pump Exhaust Li Oven ti �YAL. Sum I Heater Trnsfmr Smokes DW Geneirator Salt Gen. Carbon 3 Micro GrbDlis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum 0 Transfer Disc Combo Cooktop Minisplit Blower AC Q AH Hood Blower 3 Service Amps Have Used '�>0� Sub Amps 1 0o Have Used 3 0 der. /1 y/� Comments i 1 . C 2024 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD �yU,,[LD1NG1DMwR Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(a-southoldtownnv.gov — seandCcbsoutholdtownnv.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 9/11/2024 Company Name: ESF Electric, LLC Electrician's Name: Peter Amurata III License No.: ME-55923 Elec. email: ESFelectricllc@gmail.com Elec. Phone No: 631-710-0946 01 request an email copy of Certificate of Compliance Elec. Address.: 40 Wendy Drive, Farmingville, NY 11738 JOB SITE INFORMATION (All Information Required) Name: SO Graider&Waylon Decanio Address: 410 Aquaview Avenue, East Marion NY 11939 Cross Street: Rocky Point Rd Phone No.: 516-286-0390 Bldg.Permit#: 49153 email: sw@sewaycontractors.com Tax Map District: 1000 J Section: 21 1 Block: 3 Lot: 4 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 2 story house-4 Bedrooms, 3.5 bathrooms, Living Room, Kitchen, Recreational Area Square Footage: 12719 Circle All That Apply: Is job ready for inspection?: ❑ YES FV NO ❑Rough In p ❑ Final Do you need a Temp Certificate?: �/ YES NO Issued On 7 Temp Information: (All information required) Service SizeFv�1 Ph03 Ph Size: 200 A #Meters 1 OI Meter# 0 New Service0 Fire ReconnectOFlood Reconnect DService Reconnect nderground DOverhead # Underground Laterals R1 1 2 H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION q-��-ail Pd 11�?I�b0 ee rUt� Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: 7404-106264SAM District: 1000 Section: 021.00 Block: 03.00 Lot: 004.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County. Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of.the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Susan J. Milano-Vincentes FKA Susan J. Milano,as to 50% interest and ftnothy,11jilano,as to 50% interest and hi-s/her predecessors in title since prior to 4/l/1957 except as follows: (see attached chains of title). No searches have been made other than a's expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liabil iDlshall under no circumstances exceed the amount of Twenty-Five Thousand Dollars ►25 000.00 and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: August 12, 2022 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC SANDRA J. G LESKI Sworn to before me this (:WF CHRISTINA QUSCHATZK[ VOTARY PUBLIC,STATE OF NEW Y ORK Registration No.OI BU6373057 Qualified in Suffolk County Commission Expires AlpOl 2,2026 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 ° Fax: (631) 727-0606 ►11.11 Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. 7404-106264SAM STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) SANDRA J. GOLESKI, being duly swor deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-021.00-03.00-004.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 04/01/1957. SUBJECT PREMISES: 1000-021.00-03.00-004.000 A. Halsey Brown and Edna A. Brown, his wife Liber 2286 cp 515 TO Dated: 04/17/1943 Willard J. Davies Rec'd: 05/15/1943 (part of.premises) Edna A. Brown Liber 8255 cp 465 TO Dated: 01/16/1970 Willard J. Davies Rec'd: 06/21/1977 (part of premises) Willard J. Davies died on 11/04/1985, no proof of death in Suffolk Surrogates Court. FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to be this SANDRA J. GOL SKI kFqo-t-ary of A 022 is _ FRe BTINA BUSCI-IAT�ZKE UBLIC,STATE OF NEW YORK ation No.01 BU6373057 ified in Suffolk County' Commission Expires April 2,2026 - 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 "," Fidelity. National 'title INSURANCE SERVICES,LLC Nancy Milano, as Executrix of the Liber 10462 ep 421 Last Will and Testament of Willard J. Da ies Dated: 10/12/1987 Late of New York Rec'd: 11/05/1987 TO Anne Davies No proof of death for Anne Davies in Suffolk Surrogates Court. Nancy A. Milano as Executor of the Estl Liber 12574 cp 521 of Anne Davies Dated: 10/01/2008 TO Rec'd: 12/10/2008 Nancy Milano, Individually (premises and more) Nancy Milano Liber 12606 cp 904 TO Dated: 11/04/2009 Susan J. Milano, as to a 50% Interest Rec'd: 11/19/2009 and Timothy J. Milano, as to a 50% Interest, as Tenants in Common LAST DEED OF RECORD AS TO ALL OF PREMISES I Edna A. Brown died a resident of Suffolk County on 01/27/1998, Surrogates File No. 999PI995. Garrison M. Brown, as successor executor of the Last Liber 13027 cp 686 Will and Testament of Edna A. Brown, late of Suffolk Dated: 08/05/2019 County, deceased Rec'd: 09/09/2019 TO (part of premises) Susan J. Milano-Vincentes (flea Susan J. ilano) and Timothy J. Milano Confirmation deed for 10 foot strip that was never deed by A. Halsey Brown. LAST DEED OF RECORD AS TO PART OF PREMISES FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this SANDRA J. GOLIrSKI 12th of A gust, __ CHRISTIiTA BUSCHAT KE' NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 BU6373057 No u lic Qualified in Suffolk County` Commission Expires April 2,2026 24.Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631) 727-0606 i =11�� Fidelity National Title INSURANCE SERVICES, LLC i I PREMISES NORTH: AQUAVIEW AVENUE PREMISES EAST: 1000-021.00-03.00-033.000 (CIRCLE DRIVE) Long Island State Bank and Trust Company, as Liber 2920 cp 179 Trustee under the Last Will and Testament of Dated: 02/03/1949 W. Courtland Case, AKA William Courtland Case, Rec'd: 02/07/1949 deceased (premises and more) TO Edna A. Brown Edna A. Brown AKA Edna Brown Liber 8923 cp 579 TO Dated: 11/24/1980 Garrison M.-Brown Rec'd: 12/03/1980 Garrison M. Brown Liber 13062 cp 585 TO Dated: 04/03/2020 670 Circle Drive East, LLC Rec'd: 06/29/2020 LAST DEEED OF RECORD PREMISES SOUTH AND WEST: 1000-021.00-03.00-003.001 Edna A. Brown Liber 2955 cp 90 TO Dated: 05/28/1949 William A. Holecek and Mildred Holecek, his wife Rec'd: 06/01/1949 (part of premises) FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to befor SANDRA J. GOL SKI 12th d A g , 2022 CHRIS'Yli\9�13�1 6-IAT�KE' Not c NOTARY PUBLIC,STATE OF NEW YORK Registration No.01SU6373057 Qualified in Suffolk County Commis mr Expires April 2,2026 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES, LLC A. Halsey Brown Liber 2955 cp 94 TO Dated: 05/14/1949 William Holecek and Mildred Holecek, his wife Rec'd: 06/01/1949 (part of premises) Edna A. Brown Liber 3007 cp 589 TO Dated: 10/19/1949 A. Halsey Brown Rec'd: 10/20/1949 (part of premises) William Holecek and Mildred Holecek, his wife Liber 6663 cp 236 TO i Dated: 09/15/1969 Charles E. Morand and Hildegard Morand, his wife Rec'd: 11/24/1969 (part of premises) Edna A. Brown, Janice B. Hulse, Marilyn B. Quintana, Liber 7571 cp 25 and Garrison M. Brown Dated: 09/24/1971 TO Rec'd: 01/17/1974 Charles E. Morand and---Hildegard Morand, his wife (part of premises) Charles E.Morand died a resident of Suffolk County on 01/14/1973,Surrogates File No.532P 1973. Hildegard Morand, surviving tenant by the entirety Liber 7979 cp 183 with Charles E. Morand Dated: 01/15/1976 TO Rec'd: 01/26/1976 Margaret T. Gerosa (premises and more) FIDELIi Y NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before me this SANDRA J. GOL SKI 12th day t, 2022 cw s=ril�n�e ��ANEWYORK Not lie NOTARY PUBLIC,STATE OFRegistration No.01 BUQualified in Sufi�folk Commissionkpis r,.Ap 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631) 727-0606 Fidelity National Title got 'INSURANCE SERVICES,LLC Margaret T. Gerosa Liber 8571 cp 92 TO Dated: 01/16/1979 William A. Gerosa Rec'd: 01/22/1979 (premises and more) William A. Gerosa died a resident of Westchester County on 05/30/2005, Westchester Surrogates File No. 2005-1979. Arielle S. Gerosa, as Executrix of the Liber 12513 cp 995 Last Will and.Testament of William A. Gerosa Dated: 05/22/2007 TO Rec'd: 07/17/2007 Arielle S. Gerosa and her Successor or (premises and more) Successors, as Trustee under the Last Will and Testament of William A. Gerosa, deceased Arielle S:Gerosa.died a resident of Westchester County on 03/02/2011. William Andrew Gerosa, as Successor Trustee Liber 12769 cp 693 to Arielle S. Gerosa, as Trustee of the Trust Dated: 11/19/2012 under the Last Will and Testament of , Rec'd: 02/04/201.3 William A. Gerosa late of Sleepy Hollow, (premises and more) Westchester County,New York TO William Andrew Gerosa, Alexandra Gerosa Hobbs and Gregory Alexander Gerosa LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this 9ANDRA J. GOIrESKI 12th day of st, otary Public CM:—B' A �K NOTARY ,STATE OF NEW YORK Regi No.01 BU6373057 Qun Suffolk Counl 2n2026tY ComE.xpireS Ap 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631) 727-0606 COUNTY OF SUFFOLK a al DO STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH COMMISSIONER July 26,2022 Mr. Waylon Decanio 20 Woodmere Place Selden,NY 11784 Subject: R-20-0152 — Property of Timothy Milano 410 Aquaview Avenue, East Marion — t/o Southold—SCTM No. 1000-21-3-4 Dear Mr.Decanio, Enclosed is a copy of the findings, recommendations and determination of the Board of Review concerning the subject application. Based on the information submitted,the Board granted the request for variance/waiver with the provisions indicated in the determination. The granting of this waiver does not imply that our application will be automatically approved. It is your responsibility to ensure that application' s complete; otherwise, your approval will be subject to unnecessary delay. VeJurs, hn,P.E.Chi He Engineer Cha eview Enclosure Cc: Board of Review File—Yaphank Mr.Edward Lyons—Reviewer Mr.Andrew Freleng—Planning Department Town of Southold Planning Department ✓Mrs. Patricia Moore,Esq. Mr.Kenneth M. Woychuck, L.S. Mr.Michael Mapes, P.E. Mr.Timothy Milano Bardong Family Living Trust. •Division Of Environmental Quality*Board Of Review 360 YaphankAvenue,Suite 2B Yaphank NY 11980• Phone(631)852-5801 Fax(631)852-5825 5 ;%tjr PI317.pCHP,aI�i Prcrant.Promote.protect. � SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY BOARD OF REVIEW ARTICLE 2,SECTION 2209 iSUFFOLK COUNTY SANITARY CODE To: Gregson H.Pigott,MD,MPH, Commissioner From: John Sohngen,P.E.,Chair,Board of Review Subject: Findings and Recommendations Hof the Review Board Regarding: R 20-0152—Property of Timothy Milano — 410 Aquaview Avenue, East Marion—t/o Southold SCTM No. 1000-21-34 Hearing Date: July 14,2022 Board Members:Anthony Condos,Michael Jensen Reviewer:Edward Lyons Statement of Problem Residential Construction Standards require that the distance between sanitary leaching structures and shallow private wells be at least 150 feet. The applicant is proposing to install a sewage .. disposal system to serve a single-family dwelling that does not conform to standards in that the nearest leaching structure is less than 150 feet from onsite and neighboring shallow wells. The Private Water System Standards require that the distance between shallow private wells and sanitary leaching structures be at least 150 feet. The applicant is proposing to utilize a well to serve a single-family dwelling that does not conform to standards in that the shallow well is less than 150 feet from proposed onsite sanitary leaching structures. Findings and Facts 1. The applicant is proposing to constrct a new 4-bedroom single-family dwelling on a parcel having an area of 5,678.40 square feet. 2. The parcel is located in Groundwater Management Zone 4,and is depicted as one lot on the 1981 tax maps. 3. The applicant is proposing to install a new sanitary system consisting of a 1,200-gallon septic tank and one 8-foot diameter,by 12-foot effective depth leaching pool with room for expansion of leaching. The bottom:of the leaching pool will be placed a minimum of 3 ft. above the highest expected groundwater elevation. 4. 'Soils conditions are acceptable,with 0 to 1.2 feet(ft.)of dark brown sandy loam, 1.2 to 2.7 ft.of brown loamy sand,2.7 to 17 ft.of pale medium sand and gravel. 5. Depth to groundwater is greater-than 17 ft.below grade as per the submitted test hole. 6. As per the groundwater contributing areas and source water assessment maps prepared by - Camp Dresser McKee (CDM) in 2009, as part of the Comprehensive .Water Resources i Gregson H.Pigott,MD,MPH, Commissioner Hearing Date:July 14,2022 Subject: Findings and Recommendations of the Review Board Regarding: R-20-0152-Property of Timothy Milano - 410 Aquaview Avenue, East Marion-t/o Southold SCTM No. 1000-21-3-4 Management Plan (CWRMP) for Suffolk County, groundwater flow direction is northerly towards the Long Island Sound. I 7. Public water is not presently available in this area. Many of the properties in this area are supplied by shallow wells because a standard depth well with 40 feet of water above the well screen cannot be installed due to high chlorides. . In such cases, wells can be made shallower, but the separation distance required between leaching pools and wells increases from 100 ft.to 150 ft. Because of the size of the subject parcel and the presence of existing structures on neighboring properties a well and sanitary system cannot be located on the parcel in accordance with all current Department separation distance requirements. 8. The well driller's certificate for the new well shows a total well depth of 53 ft.with a static water level of 32 ft.,and 17 ft.of wafer above the well screen. A water sample taken August 17,2021 and September 28,2021 by the Department showed water quality in the well to be in conformance with drinking water standards. 9. The.proposed sanitary system does not meet the minimum required separation distances from shallow drinking water wells,as follows: a. Approximately 85.7 ft. between the proposed expansion leaching pool and the proposed onsite well, where 150 fL Is required. The leaching pool is located- downstream from the well with respect to the groundwater flow direction. b. Approximately 144.4 ft. between the leaching pool and the neighboring well on the property to the south (property of 5 Kingsgroup, LLC, SCTM No. 1000-21-3-18), where 150 ft. is required. The leaching pool is located downstream from the well with respect to the groundwater flow direction. 10.The proposed on-site shallow drinking water well does not meet the minimum required separation distances from sanitary system structures,as follows: a. Approximately 85.7 ft. from the proposed leaching pool, where 150 ft. is required. The well is located upstream from the leaching pool with respect to the groundwater flow direction. 11.The applicant's design professional submitted an engineering report (dated May 27, 2021) with modeling depicting that the)proposed leaching pool is not within the capture zone of the proposed onsite well and neighboring well to the south (property of 5 Kingsgroup, LLC, SCTM No. 1000-21-3-18). Determination It was a 3 to 0 determination of the Board to grant the request for the variances for the location of the proposed new sanitary system and shallow private well. Gregson H.Pigott,MD,NTH, Commissioner Hearing Date:July 14,2022 j Subject: Findings and Recommendations of the Review Board Regarding: R-20-0152—Property of Timothy Milano —410 Aquaview Avenue, East Marion—Vo Southold SCTM No. 1000-21-3-4 Although the separation distances between the proposed onsite sanitary system and new shallow and neighboring well to the south are less than those required by Standards,the structures have been located in the best possible locations for protection of drinking water wells. The site has soil and groundwater conditions that will permit the operation of the new sewage disposal system, and the proposal should not result in any degradation of groundwater quality. The granting of the requested variances is not a formal approval to construct a new dwelling,onsite sanitary system or onsite private well the subject property. Rather, it is a determination on the specific variances requested, based upon factors noted in §760-612 of the Suffolk County Sanitary Code(Sanitary Code). In compliance with§760-612A(1)(a),the proposed variances are in general conformity with the Sanitary Code. The variances should not impair groundwater, surface water and drinking water supplies, and, as such, is consistent with criteria specified in §760-612A(1)(b). The granting of the requested variances will not adversely affect the design of an adequate on-site water supply and/or sewage, disposal system, taking into account soil•conditions, depth to groundwater, and site-specific physical conditions, and as such,is consistent with criteria specified in§760-612A(1)(e). As per §760-612 of the Sanitary Code,the approval of the variances is in harmony with the general purpose and intent of the Sanitary Code to protect groundwater and drinking water supplies,surface water and other natural resources, and public health,safety and welfare. 0 July 26,2022 en,P.E. 0ASS o of Review 'Note:All references to Article 6 of the Suffolk County Sanitary Code refer to the version effective December 1,2020. I (L.P� S.C.T.M. N0. DISTRICT: 1000 SECTION:21 BLOCK: 3 LOT(S)i 4 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE ONLY LONG ISLAND SOUND DATE msa2 H.S.IREF.No. R-20O152 APPROVED J, FOR MAXIMUM OF 4 BEDROOMS WELL EXPIRES THREE YEARS FROM DATE OFAPPROVAL WELL APPROVED IN ACCORDANCE WITH BOARD OF REVIEW DETERMINATION DATED 7/26/22 I 1 1I�D�WE-WNG DWELLING IN/WELL WATER 1 I I (L.P1 / / / VACANT 150' I / I / 0 / / EL 36.0 EL 35.1AS AQUNV It'W EDG 0� V E APRON HALT — — / Z MON. L J0.5 ,no19`50"E � y I N ` N55 IN n EL 29.0 WN p L -PROPOSED 5• E P e P 0' e5 SEPTIC SYSTEM IN ('J. b EXGVATI INSPECTION REQUIRED 4 BEDROOMS 1.250 CAL S.T. &T. � FOR SANITARY SYSTEM LP (1)B'DNr12'DEEP LP o Br HEALTH DEPARTMENT ,z •�- / I o � � DL w32 16.5' EL 30.1 S k z i,'.iPR�Po,o.'.?i::i- Hy o DWELLING ,2 51Y„ W/WELL WATER LAND N/F OF EL zB.S :;;op4W",'::::e>::•. tsj ELEV.30.5 ^.:::::.1 BLOR OM:.'i::•::•:. WILLIAM GEROSA 15.0' OL DR BROWN 1.2' SANDY LOAM o O.0'.. VACANT BROWN 150, N ! w SM LOAMY SAND 1.5' Iw W I� N ►�y WELL Ik' W PALE I; EL 34.8 MOM. U.P. / SP MEDIUM SAND I EL 2.s 5J9SO W _"(LP, & �P 1 $71° 172' GRAVEL 14.3' MON. I I VACANT o L NO WATER A 17' NOV. 15.2019 K. WOYCHUK LS /� REVISED 06-03-22 REVISED 1 NON-CONFORMING LOT / / I I REVISED 05-05-21 209 LOT COVERGAE scrMyl000—zt-3—ts FRONT YARD: 35'MIN / 5 KINGSGROUP LLC I THE WATER SUPPLY, WELLS DRYHELLS AND CESSPOOL REAR YARD: 35' MIN DWELLING LOCA T70NS SHOWN ARE FROM FIELD OBSERVATIONS SIDE YARD:10'MIN(25'TOTAL) UNDER CONSTRUCTION SANITAR,Y/OVER ISO' AND OR DATA OBTAINED FROM OTHERS. AREA: 5,678.40 SQ.FT. or 0.13 ACRES / ELEVATION DATUM: NAVD88------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE 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 ERECTION OF FENCES ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY E14DENT ON THE PREMISES AT THE 77M£OF SURVEY SURVEY OF:DESCRIBED PROPERTY OF NEW CERTIFIED TO: TIMOTHY J. MILANO; MAP OF: A.P�� M. y,O�YO� SUSAN M. MILANO-VINCENTES; FILED: SITUATED AT:EAST MARION z o TOWN OF: SOUTHOLD � J' KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK S+ 0.50882 JQ, Professional Land Surveying and Design F� P.O. Box 153 Aquebogue, New York 11931 FILE NOV. 15, 2019 PHONE (631)298-15BB FAX (631) 298-158B # 19-151 SCALE:1"=30' DATE: N.Y.S. LISC. NO. 050882 maintaining the records of Robert J.Hennessy&Kenneth M.Woyohuk S.C.T.M. NO. DISTRICT. 1000 SECTION: 21 BLOCK: 3 LOT(S)': 4 ' 1 #R-20-0152 ECE V E LONG ISLAND SOUND DEC - 1 2023 WELL WELL Town Of SOUtboid �1 1 I DWELLING W/WELL WATER DWELLING r W/WELL WATER r (L.P) VACANT r / 150' / / 1 / / / / / / EL 36.0 ELL�35.1 A� S NN 1+� rE1DGE OF P MEN APRONLT MOH. I _ �6�•26 L 30.5 N 77019,Sol,g win o N a N 0 / EL 29.0 LP / CI C ---PROPOSEDd' w o o 4EPTIC B ROM SYSTEM o 1.250 GAL S.T. DRY tr1 } I (1)8'DIAx12'DEEP L P. EXP 0 / WEL 1 C:) a 15.0' w OZ I - v, •::: ...... .:FOUNDA.r:::::::::w EL 30.1 DWEWNG L°GTt°igaa ::;:p r v i i::::::NOV•1.''' 37.8•:— I W/WELL WATER LAND NIF OF EL 2 ,5 0 '° ::•:;; ' ' c:•::•.......... ...... I......:::::::• OO b✓ILLIAH GEROSA ::: ..... :::.•:: 15.o I ELEV. 30.5 ::::30.0'.; :. : tl OL DR BROWN 1 2 VACANT 0 0 SANDY LOAM 150, BROWN I WELL SM GAMY SAND 1.5' L'� 50 0 n E 34. MON. U.P. PALE EL 29.6 o1y SO w • L.P.l SP MEDIU ( �P S77i 172' SAND & MON. GRAVELVp 14.3' •`I r VACANT I J I I NO WATER —1 NOV. 15, 2019 T / I FND. LOC. 11-01-23 / K. WOYCHUK LS / ! WELL@ I I REVISED 06-03-22 REVISED 12-23-21 NON-CONFORMING LOT / I REVISED 05-05-21 209' LOT COVERGAE / SCTM#1000-21-3-18 I FRONT YARD: 35' MIN / 5 KINGSGROUP LLC I 7111E WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REAR YARD: 35' MIN DWELLING LOCATIONS SHOWN ARE FROM FIELD OBSERVA71ONS SIDE YARD: IOWIN (25' TOTAL) UNDER CONSTRUCTION SANITARY OVER 150' AND OR DATA OBTAINED FROM OTHERS. ELEVA77ON DATUM: NAVD88 AREA: 5,678.40 SQ.FT. or 0.13 ACRES � UNAUTHORIZED AL7ERATTON OR ADD177ON TO THIS SURVEY 1S A VIOLA770,N OF SEC77ON 7209 OF 7HE NEW YORK STA7E EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE 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. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE ERECRON OF FENCES, ADD177ONAL S7UCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT; GUARAN7FED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 774E 77ME OF SURVEY SURVEY OF. DESCRIBED PROPERTY CERTIIFIED TO: TIMOTHY J. MILANO; MAP OF: SUSAN M. MILANO—VINCENTES; FILED: i SITUATED AT: EAST MARION TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (631) 298-1588 FILE # 19-151 SCALE: 1"=30' DATE: NOV. 15, 2019 4L_`X -N.YS. LISC. NO. 050882 maintafninQ the records of Robert J. Hennessy as Kenneth M. Ooychuk I I ,1 S.C.T.M. N0. DISTRICT: 1000 SECTION: 21 BLOCK: 3 LOT(S):4 � #R-20-0152 Ll LONG ISLAND SOUND 0 CT 1 8 2024 I WELL Building Department WELL Town o'1: C3LS$13015� N V � I I 1 I I I DWELLING W%WELL WATER DWELLING 1 j W/WELL WATER I I (1 - VACANT 150' / / / / / EL 36.0 i I EL 35.1 0IF P EM APRON ASPHALT — MON. n/64� .<2�6 L 3o soo III s 411 U g� 0 0 N77019150, E � I0 to IN rz lI 29.0 - a�f PROPOSED � B• o_� O SEPTIC SYSTEM yiy c 10 1 4 BEDROOMS 1,250 GAL S.T. DRY M } I (1)8'DIAx12'DEEP L.P.Z EXP WEL 3 , Li 4. - �10. ...FOUNW!n.::•::i•:•i:•:ri EL 30.1 l 1 �2'23 :' :. r o DWEWNG W/WELL WATER LAND N/F OF EL 26.5 0 0_:: .:±R: '!:•::•::•:; : : OO WILLIAM GEROSA 1s.o' ELEV. 30.5 30.0' OL DR BROWN 1 2' VACANT SANDY LOAM VACA o 150' w BROWN I WELL SM GAMY SAND 1.5' � I IEL 34.8 U P / PALE EL 29$�� 9 00 W MON. 1 72, I --►(L.P� MEDIUM �� SP SAND MON. GRAVEL 14.3' VACANT I I I NO WATER NOV. 15, 2019 / / I FND. LOC. 11-01-23 K. WOYCHUK LS / / WELLO I I REVISED 06-03-22 / / REVISED 12-23-21 NON-CONFORMING LOT / / I I REVISED 05-05-21 20% LOT COVERGAE / SCTM#10001-21-3-18 FRONT YARD: 35' MIN / 5 KINGSGRI OUP LLC I THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REAR YARD: 35' MIN DWELLING SIDE YARD: 10'MIN (25' TOTAL) UNDER CONSTRUCTION LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS SANITAR,Y/OVER 150' AND OR DATA OBTAINED FROM OTHERS AREA: 5,678.40 SQ.FT. or 0.13 ACRES / ELEVATION DATUM: NAVD88��--------------- UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL N07j BE CONSIDERED TO BE A VALID TRUE 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 THE LENDING INST77U77ON, GUARANTEES ARE NOT TRANSFERABLE. THE 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, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUC-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY of New CERTIFIED TO: TIMOTHY J. MILANO; MAP OF: �r �N M• Ivory0�p SUSAN M. MILANO-VINCENTES; ma FILED: c, SITUATED AT. EAST MARION D- r 0 rowN OF: SOUTHOLD n KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK �?s 050882 Q� Professional Land Surveying and Design Of P!0. Box 153 Aquebogue, New York 11931 FILE NOV. 15 2019 PHONE (631)298-1588 FAX (631) 298-1588 # 19-151 SCALE: 1 =30� DATE: , N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Roychuk S.C:T.M. NO. DISTRICT: 1000 SECTION: 21 - BLOCK: 3 LOT(S):4' #R-20-0152 LONG ISLAND SOUND WELL WELL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES N APPROVAL-OF CONSTRUCTED VVORKS FOR ASINGLE FAMILY RESIDENCE Date 8122rz025 H.S. Ref. No. R-20-0152 The sewage disposal and water,supplyfacilittes at this location have been instatisfactory ted andlor certified by this Department or other agencies and found G 2� to FORA MAXIMUM OF a BEDROOMS. e vy- fi off `�o�� ��a� 1 JOB PAI, RE.,CHIEF Office of Wastewater Managernent 1 (1 / OU.P. 1 / / / ou.P. EL36.0 EL 35.1 ' I AyIE A T E O VE Ear APRON A(a A3 — — MON. I - N��°.9'501, 64.2 ra .A B C. D O I S.T. 20:5' 35' ° L.P. EL29.0 p O WELL E1 34.5' 52' _ � I. 0 0 4Ee DROOMS SYSTEM '-� - _ SS. 1.250 GAL S... ELF (1)8'DIAz124D1rEP LP 0 / DRY Z 0y0 EL32.6 .E 37.5 i/� uw' •::::$::.•:.:.;�:r.:za4:•:•::::••:�:•:• • A a J S pT r W CON STOOP\ ` _ ................. p to ELVB , II _ i v :•;:(:•:2 STY FRAME:::;:: LAND N/F OF EL26.5 DWELLING:{ ;:•:; �d I WILLIAM' GEROSA o j0.1 N, ELV.00 ,n all coNc. PA 0 w ! O •EL36.9 I WELL I D EL36.9 ELEC.METER I E 31.5 S 3.0 EL36.0 / U.P. So' �1 MON. .ff I (LP) EL3J 4 S 7,7°19 MON. WELL I. I i I I I II REVISE SANITARY 07-25.=25 I FINAL SURVEY 06-01-25 UPDATE 05-21-25 FND. LOC. 11-01-23 / WELL I I REVISED 06-03-22 REVISED 12-23-21 NON-CONFORMING LOT / i I REVISED 05-05-21. 20% LOT COVERGAE -� FRONT YARD: :35' MIN / I THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REAR YARD: 35' MIN ;LOCATIONS SHOWN ARE. FROM FIELD OBSERVA77ONS SIDE YARD: 10'MIN (25' TOTAL) AND OR DATA OBTAINED FROM OTHERS AREA: 5,678.40 SQ.FT. or 0.13 ACRES ELEVATION DATUM: NAVD88Y___-____�Y__ UNAUTHORIZED AL TFRA 710N OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF THIS:SURVEY MAP NOT BEARING 774E LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO.774E PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 774E 777LE COMPANY GOVERNMENTAL AGENCY AND LENDING INS7ITUAON LISTED HEREON, AND TO 774E ASSIGNEES OF 774E LENDING INS77TURON; GUARANTEES ARE NOT.TRANSFERABLE 774E OFFSETS OR DIMENSIONS. SHOWN HEREON FROM THE PROPERTY LINES-TO.774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E,EREC77ON OF FENCES, ADDITIONAL. STRUCTURES:OR AND: OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S77?UC•TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY of Nt;ty CERTIFIED T0: TIMOTHY J. MILANO; MAP OF: rvo.C) SUSAN M. MILANO—VINCENTES; FILED: SITUATED AT: EAST MARION .0 .TOWN OF: SOUTHOLD a. KENNETH M WOYCHUK LAND SURVEYING, PLLC. . SUFFOLK COUNTY, NEW YORK. ��s - 050882 J4 - 'Professional Land Surveying and Design F D !P.O. .Box 153. Aquebogue, New York 11931 FILE # 19-151 SCALE: 1"=30' DATE: NOV. 15, 2019 PHONE (631)298-1588 . FAX (631) 296-1588 N.Y.S.. LISC. NO. 050882 AL-40/�z:P-3' _ ED AS N TEO OCCUPANCY OR DATE, B.P.# /53 USE IS UNLAWFUL FE BY: VIIITHOUT CERTIFICANOTIFY EPARTMENT AT I TE 6311-765-1802D AM ING DO PM FOR THE 0 OCCUPANCY I FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING _ 3. INSULATION COIAPL`l WITH ALL CODES OF' 4. FINAL-CONSTRUCTION MUST NEW YORK STATE & TOWN.CODES - BE COMPLETE FOR C.O. AS REQUI ED AND`CONp;tTIONS OF,` ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW SOUTNOLD TOWN jgA YORK STATE. NOT RESPONSIBLE FOR Sol►>�+OLD TOWN PLANNI ' DESIGN OR CONSTRUCTON ERRORS 1 . . BOARD SOL, OLD T01r1►N"1HUSTEES' r - N'v c DEC ,DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN AP.PROVED.,; ; RFTAIN STOR44 WATER RUNOFF. _ .,. _... _. PURSUANT TO CHAPTER UN ;... . . OF THE TOWN CODE, PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE TRUSS PLACARDING REQUIREp , CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT All exterior lighting EXCEED 2110 OF 1% LEAD. installed,replaced or repaired shall conform to Chapter 172 PLUMBING of the Town Code ALL PLUMBING WASTE &WATER LINES NEED VESTING BEFORE COVERING awmitALD49=110Dt1 REQumm Blower door and ductwork testing required. Must provide Manuals D, J and Sasper NYS Energy Code Generated by REScheck--Web Software (l�; IC ll IVl Compliance Certificate APR 13 �� � � �023 LD! �atll►�fC;� ®""FS®UpN6tD Project SEFI GRAIDER RESIDENCE Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 0 deg. from North Conditioned Floor Area: 2,453 ft2 Glazing Area 16% Climate Zone: 4 (5572 HDDY Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 410 AQUAVIEW ROAD SEFI GRAIDERI MICHAEL MUNOZ EAST MARION, NY 11939 1 SHORTWOOD LANE Create Design Build Group EAST SETAUKET, NY 11738 160 MCNAIR ST 1-516-286-0390 BRENTWOOD, NY 11717 6314646668 MMunoz@createdesignbuildgroup.c om • • • IJA trade_offr Compliance: 14.9%Better,Than Code Maximum UA: 395 Your UA: 336 Maximum SHGC: 0.40 Your SHGC: 0.27 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. Slab-on-grade tradeoffs are no longer considered in the UA for performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling:Flat Ceiling or Scissor Truss 920 38.0 0.0 0.030 0.026 28 24 Wall:Wood F)rame,16" D.C. 681 15.0 5.0 0.053 0.060 27 30 Orientation: Front Door: Solid Door(under 50%glazing) 21 0.280 0.320 6 7 Orientation: Front Door 2:Glass Door(over 50%glazing) SHGC:0.28 42 0.28,0 0.320 12 13 Orientation: Front Window 1:Wood Frame i SHGC:0.27 113 0.2710 0.320 31 36 Orientation: Front ' Wall 1:Wood Frame, 16"D.C. 582 15.0 5.0 0.053 0.060 23 26 Orientation: Right side Door 2: Glass Door(over 50%glazing) SHGC:0.28 21 0.280 0.320 6 7 Orientation: Right side i Project Title: SEFI GRAIDER RESIDENCE Report date: 04/07/23 Data filename: Page 1 of10 I L I I I I Gross I - Cavity Cont. Prop. - Perimeter Window 1:Wood Frame SHGC:0.27 129 0,27.,0 0,320 35 41 Orientation: Right side Wall 2:Wood Frame, 16"o.c. 582 15.0 5.0 0.053 0.060 28 31 Orientation: Left side Door 1:Solid Door(under 50%glazing) 21 0.280 0.320 6 7 Orientation: Left side I Window:Wood Frame SHGC: 0.27 42 0.270 0.320 11 13 Orientation: Left side Wall 3:Wood Frame, 16"o.c. 681 15.0 5.0 0.053 0.060 32 37 Orientation: Back Window 3:Wood Frame SHGC:0.27 68 0.2710 0.320 18 22 Orientation: Back Floor:All-Wood Joist/Truss 920 38.0 0.0 0.026 0.047 24 43 Basement Wall: Solid Concrete or Masonry Orientation: Front Wall height: 8.0' 272 15.0 5.0 0.051 0.059 14 16 Depth below grade:4.0' Insulation depth:8.0' ! Basement Wall 2:Solid Concrete or Masonry Orientation: Back Wall height:8.0' 272 15.0 5.0 0.051 0.059 14 16 Depth below grade:4.0' Insulation depth: 8.0' Basement Wall 3:Solid Concrete or Masonry Orientation: Left side Wall height: 8.0' 228 15.0 5.0 0.053 0.059 12 13 Depth below grade: 3.0' Insulation depth: 8.0' Basement Wall 4:Solid Concrete or Masonry Orientation: Right side Wall height: 8.0' 228 15.0 5.0 0.040 0.059 9 13 Depth below grade:8.0' Insulation depth:8.0' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the andatory requirements listed in the REScheck Inspection Checklist. DAVID CHAGNON A 04/07/23 Name-Title Signature � , �C " " Date W I ; Project Title: SEFI GRAIDER RESIDENCE Report date: 04/07/23 Data filename: Page 2 of10 I REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 97.0% were addressed directly in, the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified ,Field Venfied`- # `" Pre-Inspection/Plan Review Complies? Comments/Assumptions`' & Re 'lD Value Value 103.1, !Construction drawings and I ❑Complies ;Requirement will be met. 103.2 !documentation demonstrate ❑Does Not [PRlJI ;energy code compliance for the S building envelope.Thermal !i ❑Not Observable ❑Not Applicable ;envelope represented on ,construction documents. 103.1, ;Construction drawings and , I❑Complies (Requirement will be met. 103.2, ,documentation demonstrate } ; ❑Does Not 403.7 energy code compliance for [PR311 !,lighting and mechanical systems []Not Observable Systems serving multiple r - s❑Not Applicable !dwelling units must demonstrate !compliance with the IECC g w !Commercial Provisions. , 302 '1 '`,;; Heating and cooling equipment is: Heating: Heating: ; Complies ;Requirement will be met. 403 7 sized per ACCA Manual S based ! Btu/hr , Btu/hr ❑Does Not [P,R2lz , on loads calculated per ACCA Cooling: Cooling: !❑Not Observable Manual J or other methods ! Btu/hr ! Btu/hr `]approved by the code official. ! !❑Not Applicable I Additional Comments/Assumptions: i I i i 1 High Impact(Tier 1) J,2,'J Medium Impact(Tier 2) ;13` Low impact(Tier 3) Project Title: SEFI GRAIDER RESIDENCE Report date: 04/07/23 Data filename: Page 3 of10 i . i I ,Section., Plans Verified Feld Verified' :5 # Foundation Inspection r Complies? Comments/Assumptions &,Req.ID Valuse:i Value 402.1.1 :Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [F04]1 !insulation R-value.Where interior R R_ ❑Does Not table for values. CO) ;insulation is used,verification may need to occur during ❑Not Observable i Insulation Inspection. Not i i ;❑Not Applicable i required in warm-humid locations in Climate Zone 3. 303.2 :Conditioned basement wall i „'{ ❑Complies [F05]1 !insulation installed per [ ❑Does Not manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.9 ;Conditioned basement wall 1 ft ft ;❑Complies ISee the Envelope Assemblies [F06]1 ;insulation depth of burial or :❑Does Not ;table for values. distance from top of wall. ,❑Not Observable ❑Not Applicable ` 303 2 1 jA protective covering is installed :�❑Complies ;Requirement will be met. [F,011]2 'to protect exposed exterior ..❑Does Not insulation and extends a minimum of 6 in. below grade. p ❑Not Observable j ❑Not Applicable , 403,9 Z 'f Snow-and ice-melting system € t ❑Complies ;Exception: Requirement is [F012] :I controls installed. } -El Does Not I .not applicable. .1s { , ❑Not Observable ,a � ,❑Not Applicable Additional Comments/Assumptions: 1 ' I I i 1 J High Impact(Tier 1) 2` Medium Impact(Tier 2) '34 Low Impact(Tier 3) Project Title: SEFI GRAIDER RESIDENCE Report date: 04/07/23 Data filename: Page 4 of10 i Plans Verified Field Verified R p;lp Framing/Rough In Inspection;* Value's ' ,ti Value 'Comphes? {Comments/Assu'mptions'' 402.1.1, ;Door U-factor. U- U- ;❑Complies [ ;See the Envelope Assemblies 402.3.4 1 I❑Does Not ;table for values. [FRJ]1 ❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, i average). ' ;❑Does Not table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 ;❑Not Applicable 303.1.3 ;U-factors of fenestration products """° Yr` j❑Complies 'Requirement will be met. [FR4]1 :are determined in accordance ❑Does Not ' !with the NFRC test procedure or Y r „ :`❑Not Observable ;taken from the default table. ¢x' % ❑Not Applicable F 402.4.1.1 ;Air barrier and thermal barrier .. Complies :Requirement will be met. [FR23]1 !installed per manufacturer's } y E t k ❑Does Not instructions." ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built t ;❑Complies !Requirement will be met. [FR20]1 Hs listed and labeled as meeting ❑Does Not 'AAMA/WDMA/CSA 101/1.S.2/A440 h ' or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code k $r }i`❑No t Applicable 'limits. � 402 4 5 "I IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FRl6lz sealed at housing/interior finish M )❑Does Not ,hand labeled to indicate:52.0 cfn. �t leakage at 75 Pa. ❑Not Observable i ❑Not Applicable 403.3.1 Supply and return ducts in attics :❑Complies ;Requirement will be met. [FR1211 ;insulated >= R-8 where duct is ❑Does Not ' j>= 3 inches in diameter and >= R-6 where<3 inches.Supply and ❑Not Observable ; !return ducts in other portions of V ❑Not Applicable +the building insulated >=R-6 for a ;diameter>=3 inches and R-4.2 , °r ;for<3 inches in diameter. 403.3.2 ;Ducts,air handlers and filter r to $ ❑Complies ;Requirement will be met. [FR13]1 ;boxes are sealed with ❑Does Not 'joints/seams compliant with International Mechanical Code or ❑Not Observable I International Residential Code,as ❑Not Applicable applicable. 4033.5 Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 .ducts or plenums. -]Do Not e ❑Not Observable v ❑Not Applicable I I I I I i i I 1 High Impact(Tier 1) 2c Medium Impact(Tier 2) 3t Low Impact(Tier 3) Project Title: SEFI GRAIDER RESIDENCE Report date: 04/07/23 Data filename: Page 5 of10 I I Section Plans Verified Field Verified #• Framing/Rough In.Inspection Complies? Comments/Assumptions & Re q•ID Value Value 403.3.3 !Ducts declared to be within the f� ` �❑Complies � :Requirement will be met. [FR28] ,conditioned space are either 1) I ❑Does Not !completely within the continuous _)J a,r ❑NotObsery able air barrier and within the building ;thermal envelope,2)buried ;•" ❑Not Applicable ;within ceiling insulation in `a �• )accordance with Section 'f R403.3.6 and the air handler is located completely within the ]continuous air barrier and within Ithe building thermal envelope - land the duct leakage is<= 1.5 ; i cfm/100 square feet of conditioned floor area served by ~' ;the duct system,or 3)the ceiling y insulation R-value installed l against and above the insulated i duct>=to the proposed ceiling -r insulation R-value, less the R- ;value of the insulation on the j• _� s ' 403:4 ^ HVAC piping conveying fluids R- R- ❑Complies !Requirement will'be met. [FR17]2 ;above 105°F or chilled fluids 1 UDoes Not below 55°F are insulated to 2!:R- 3 ,❑Not Observable , ❑Not Applicable 403.4.1 Protection of insulation on HVAC t�t; ❑Complies ;Requirement will be met. [FR24]1 piping. 1. ❑Does Not -]Not Observable 1 T❑Not Applicable 903 5 3_. Hot water pipes are insulated to R- ;'R- ;❑Complies :Requirement will be met. [FR18]2 I>_R-3, I !❑Does Not ❑Not Observable 1❑Not Applicable 403.6 ;Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]2 'A 'installed on all outdoor air j❑Does Not 1 intakes and exhausts. } " ❑Not Observable 1 a❑Not Applicable Additional Comments/Assumptions: i I I I I I I , I ' 1 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 Low Impala(Tier 3) Project Title: SEFI GRAIDER RESIDENCE Report date: 04/07/23 Data filename: Page 6 of10 I ;Sectibri "Plans-Verified lied,, Insulation-iris Comments/Assumptions 303A ;All installed insulation is labeled Complies ;Requirement will be met. (IN13]24','.­for the installed R-values ElDoes Not provided. ONot Observable EINotApplica6le 402.1.1, :Floor insulation R-value. R- R-_ :Elcomplies I See the Envelope Assemblies 402.2.6 El Wood ❑ Wood UlDoes Not table for values. [IN1]1 E] Steel E] Steel ;E]Not Observ6ble :E]Not Applicable 303.2, j Floor insulation installed per OComplies ;Requirement will be met. 4 402.2.8 ;manufacturer's instructions and ODoes Not [IN2]1 ;in substantial contact with the !underside of the subfloor,or floor E]Not Observable I —4, ElNot pp Alicable '•framing cavity insulation is in :contact with the top side of !sheathing,or continuous insulation is installed on the :underside of floor framing and �extends from the bottom to the stop of all perimeter floor framing 'members. 402.1.1, ;Wall insulation R-value. If this is a;, R- :1 R- 1EIComplies See the Envelope Assemblies ' 402.2.5, ;mass wall with at least 1/2 of the Wood E] Wood ElDoes Not table for values. 402.2.6 !wall insulation on the wall E] mass 1 E] Mass !E]Not Observable [IN3]1 ;,exterior,the exterior insulationkey I E] Steel ❑ Steel EINot Applicable !requirement applies(FRIO). 303.2 lWall insulation is installed per ElComplies 1 ;Requirement will be met. [IN4]1 I manufacturer's instructions. E]Does Not INot Observabl e E]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) 3]Low impact�(Tier 3) Project Title: SEFI GRAIDER RESIDENCE Report date: 04/07/23 Data filename: Page 7 of 10 Section Plans Verified Field Verified # Final lnspection'Provisions Complies? Comments/Assumptions & Req:ID Valte•f, Value 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 [FI1]1 +❑Not Applicable 303.1.1.1,;Ceiling insulation installed per 1❑Complies ;Requirement will be met. 303.2 :manufacturer's instructions. I I❑Does Not [FI2]1 ;Blown insulation marked every 300 ftz. ❑Not Observable ; UNot Applicable 402.2.3 ;Vented attics with air permeable y❑Complies I ;Requirement will be met. [FI22]2 :insulation include baffle adjacent ff y❑Does Not to soffit and eave vents that t ; extends over insulation. 1❑Not Observable k❑Not Applicable 402.2.4 ;Attic access hatch and door ; R. R- ;❑Complies ;Requirement will be met. [FI3]1 !insulation >_R-value of the ❑Does Not I adjacent assembly. ❑Not Observable : :❑Not Applicable , 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ;❑Complies ;Requirement will be met. [FI17]1 iach in Climate Zones 1-2,and T❑Does Not <=3 ach in Climate Zones 3-8. : ;❑Not Observable ❑Not Applicable j 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies :Requirement will be met. [FI27]1 ;determine air leakage with ftz ftz UDoes Not either: Rough-in test:Total ;❑Not Observable leakage measured with a ; 1 ;[]Not Applicable pressure differential of 0.1 inch :w.g.across the system including ; ;the manufacturer's air handler j ;enclosure if installed at time of ;test. Postconstruction test:Total ; leakage measured with a pressure differential of 0.1 inch i w.g.across the entire system ; including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [F14]1 .cfm/100 ft2 across the system or ft2 I ft2 ;❑Does Not :<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ;❑Not Observable !tests,verification may need to ; EINot Applicable I occur during Framing Inspection. ; 403.3.2.1 ;Air handler leakage designated j ;Requirement will be met. [FI24]1 by manufacturer at<=2%of :; ' JHComplies Does Not !design airflow. ❑Not Observable ; , -- -`.-.- - --J❑Not Applicable 403.1.1 Programmable thermostats i' ❑Complies ;Requirement will be met. [F19]2 i installed for control of primary IE]Does Not :heating and cooling systems and initially set by manufacturer to Not Obs ervable code specifications. ❑ Not Applicable 403.1.2 j Heat pump thermostat installed _s. ❑Complies !Exception: Requirement is [FI10]?, ion heat pumps. ❑Does Not :not applicable. ❑Not Observable f " ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies :Requirement will be met. [Fill]z' systems have automatic or ODoes Not 7 jaccessible manual controls. .•, .-- :-`,--. - -- ! '- -_I❑Not Observable ; •` i❑Not Applicable 1 I High Impact(Tier 1) .2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: SEFI GRAIDER RESIDENCE Report date: 04/07/23 Data filename: Page 8 of10 I ` lc bMthents/Adsump ions Val 403.6.A'�',_� All mechanical ventilation system ­X` '-� LJComplies Requirement will be met. HVAC equipment meet efficacy E]Not Observable ni, .,land airflow limits perTable 403 2-', Hot water boilers supplying heat ElComplies ;Exception: Requirement is !not applicable. systems have outdoor setback LlNot Observable control to lower boilerwater ,4 temperature based on UULUUUr []Not Appllcal�le 14 LJComplies Heated water circulation systems ;Exception: Requirement is [FI 2` ;not applicable. have a circulation pump.The ElDoes Not I 4 system return pipe is a dedicated ElNot Observable return pipe or a cold water supply Gravity and thermos- Not Appliica6le syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pum h ater is in circulation loop J is at set-point temperature and no demand for hot water exists. 4,03'.5-1-2— "Electric heat trace systems ElComplies I 'Exception: Requirement is [FI29,1 comply with IEEE 515.1 or UL E]Does Not :not applicable. 515.Controls automatically adjust the energy input to the E]Not Applicable heat tracing to maintain the desired water temperature in th 40i.5.2r,"-�,`J Demand recirculation water ElComplies Exception: Requirement is [Fi systems have controls that E]Does Not :not applicable. manage operation of the pump L] Observa ble Not and limit the temperature of the licable t ntering the cold water piping t 4,03.5.4',-, Drain water heat recovery units Dco plies �Exception: Requirement is :not applicable. ElNot Observable loss of drain water heat pressure individual units connected to one or two showers. Potable water- e pressure loss of drain water heat recovery units< 2 psi for ual units connected to individ three or more showers. ElComplies i Requirement will be met. 404.1 :90%or more of permanent 0Does Not [F1611 'fixtures have high efficacy lamps. F_1Not Observable JE]Not Applicable ,404.'1.L','.J Fuel gas lighting systems have LJComplies !Requirement will be met. 141 E]Not Observable pliance certificate posted. FITI []Not Observa, I High Impact(Tier 1) medium Impact(Tier 2) it3-11_owlmpac��(-rier3)� Project Title: SEF| GRA|DERRESIDENCE | Report date: 04/07/23 Data filename: / . Page 9oflO � . ' i Section Fla ,Verified. Field Verified #• Final Inspection Provisions 'Complies? Comments/Assumptions & Req.ID Value Value . 303.3 'Manufacturer manuals for ❑Complies :Requirement will be met. [FI1813 (mechanical and water heating : ❑Does Not systems have been provided. I i❑Not Observable '-1❑Not Applicable Additional Comments/Assumptions: i i i I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: SEFI GRAIDER RESIDENCE Report date: 04/07/23 Data filename: Page 10 of10 i 2018 IECC Energy Efficiency Certificate :Insulation Rating R-Value Above-Grade Wall 20.00 Below-Grade Wall 20'00 Floor 38.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.27 0.27 Door 0.28 0.28 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments PROJECT TITLE CREATE DESIGN/BUILD PRINCIPAL/ARCHITECT OF DESIGN: MICHAEL MUNOZ PROPOSED RESIDENCE 631-464-6668 NEW R Ca-) 410 AQUAVIEW R r EAST MARION , NEW YORK 119 � PROPOSED FRONT ELEVATION SCOPE OF WORK THIS APPLICATION PROPOSES A NEW 2 STORY RESIDENCE WITH A FULL FINISHED BASEMENT. THE NEW RESIDENCE - I4 BATHS, LIVING ROOM 4 SED OF 4 BEDROOMS, FULL ® c =i'.,,, DINING ROOM, AND KITCHEN. o � ^:f`"'' '� ,` �•.�' ,". \ � 'G THE NEW CONSTRUCTION RE TREE REMOVAL AND GRADING O THE WILL REQUIRE E EXISTING SITE INCLUDING THE �!', f • i' 1. � -� -";'''4'r`,f- < �` r`, `�,j .r' 'i;i-.1 INSTALLATION OF DRYWELLS_ "'_-,Ill l / p n _ o DISCLAIMER REVIEW NOTE n <`, p BUILDING PLAN TOWN OF SOUTHOLD BUILDING PLANS EXAMINER �� Q' L SHALL Y �o ,$� a �0 ACCEPTABLE PLAN SUBMITTAL REVIEW THE ENCLOSED DOCUMENT FOR No , 6d - - p i- lk pQgd� •P I e MINIMUM Qr� REQUIREMENTS OF THE TOWN OF SOUTHOLD AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL 0 El CODE OF THE STATE OF NEW YORK. TH15 REVIEW o ;o DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE. THE SEAL AND SIGNATURE OF THE DESIGN PROFESSIONAL HAS BEEN INTERPRETED AS AN - ATTESTATION THAT, TO THE BEST OF THE LICENSEE'S / BELIEF AND INFORMATION, THE WORK IN THE DOCUMENT IS: REVISION DATE DESCRIPTION 0 ACCUR4TE • CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION • CONFORMS WITH REASONABLE STANDARDS OFIlk r PRACTICE AND WiTH VIEW TO THE SAFEGUARDING A OF LIFE, HEALTH, PROPERTY AND PUBLIC - mi. WELFARE, • IS THE RESPONSIBILITY OF THE LICENSEE THESE PLANS NCE p SPECIFICATIONS BEST E COD EDGE, BELIEF, AND PROFESSIONAL JUDGMENT ARE iN B U I LD I NCB CODE NOTES COMPLIA WIT HE 2O2O NEW YORK STAT BUILD NG CLIMACTIC AND GEOGRAPHIC DESIGN (5) lb.PROVIDE COPPER TERMITE SHIELD AND SILL SEALER PROVIDE PROTECTION OF WOOD and WOOD (1-)5. HEATING AND AIR CONDITIONMG REQUIREMENTS SHALL BE COORDINATED WITH THE (C-)29.ROOF AND VALLEY FLASHING TO BE INSTALLED AS PER R905.2.8 FLA5HING5.FLASHING lG) I. THE ARCHITECT/ENGINEER OF RECORD AND CONSULTANTS HAS NOT BEEN RETAINED FOR THE BASED PRODUCTS FROM DECAY ON ENDS OF GIRDERS EWRiNG L.MASONRY or CONCRETE ON BOTTOM OWNER'S H.VA CONTRACTOR PRIOR TO COMMENCING ANY WORK. FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION. FLASHING SHALL BE APPLIED R3m1m)CLIMATIC AND GEor,RAPHIC cesIGN CRITERIA-rsUra K Cowm D CONSTRUCTION ADMINISTRATION BY: SUPERVISION OF THIS PRONTO?. and I/2"on SIDES and END AS PER R3IT. (P)6. PLUMBING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS l5) 11.THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE OF CHAPTERS 23-33 OF THE 2020 NYS RESIDENTIAL CODE. M ACCORDANCE WITH THIS SECTION AND THE AS1'HAl T SHINGLE MANUFACTURER'S WIND DESIGN susrcr TO DAMAGE FROM (G) 2. FE IS THE RESPONSIBILITY OF PINE CONTRACTOR TO FILE FOR AND OBTAIN ALL DAMP-PROOFED WITH AN ELASTIC COAL TAR BASE,SELF PRMG BITLNMINOUS PLASTIC CEMENT. PRINTED INSTRUCTIONS. R905.2.8.1 BASE AND CAP FLASHING.BASE AND CAP �° sr ED' TOPOGRAPHIC sP IW wn�D RIND-eorarE NIA �t uuNreR ICE 8WIMD AIR REQUIRED APPROVALS AND PERMITS FROM ANY AND ALL GOVEiRNING AGENCIES HAVING CP)1. MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION LOAD " pE8O LnJE DESIGN wDErxarr>ENT HAZARDBE Fr�EznNG MEAN ArauAL CREATE DESIGN BUILD GROUP LLC PROVIDE PERIMETER RIGID INSULATION TO CODE AT ALL Fd+VDATIoN WALLS. OF CHAPTERS U-23 OF THE 2020 NYS RESIDENTIAL CODE. ! � EFFECTS DEBRIS zaa' caTEGORY� , DEPTH TEfd 11TE TEMP, r�cwiREo n�Ex , JURISDICTION OVER THIS PROJECT. ($) I&BEARING PLATES SHALL BE PROVIDED FOR STEEL RE5TMON MASONRY. (P)8. FUEL GAS SYSTEMS SHALL BE INSTALLED N ACCORDANCE WITH THE REQUIREMENTS MINIMUM OMI BASE FLASHING SHALL )T OF EITHER RORROSION-RESI CED METAL OF 20 P9 MO VOLT NO NO I M�FIFE T a SEVER E YEs G°1L TIC r�aHs 5s", 6P F "ALTERATION OF THS DOCUMBlFIXCEPT BY A LICENSED PROFESSIONAL K".IEOAL" (G) 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL (5) 1%MINIMUM STEEL PROTECTION 3/4 FOR SLABS,I FOR INTERIOR FACE WALLS,1-1/2"FOR BEAMS AND MINIMUM NOMINAL 0019-INCH(0483 MM)THICKNESS OR MINERAL-SURFACED ROLL ROOFING EXAMINERS OFFICE OF CHAPTER 14 OF THE 2010 NYS RESIDENTIAL CODE CLIENT: DATE: SCALE; CODE AND ALL OTHER APPLICABLE CODES,LAWS,RULES AND REGULATIONS IN THE CONSTRUCTION GIBERS,2"FOR COLUMNS AND EXTERIOR FACE OF WALLS,3'FOR FOOTINGS,PIERS AND PEDESTALS. (P)9 THE LICENSE PLUMBER ELECTRICIAN AND HVAC CONTRACTOR OF RECORD SHALL DETERMINE IEIGHING A MINIMUM OF 11 POUNDS PER 100 SQUARE FEET(3.16 KG/12). CAP FLASHING TABLE R3ml)CLIMATIC AZ GEa�pAmic DESIGN CRITERIA-(sl�Fotx COUNTY) SEFI GRAIDER 08/17/22 AS SHOWN OF THIS PROJECT• (S) 20.WELD BASE PLATE TO COLUMN,PROVIDE(4)12 LONG 3/4 DIA,(A301)ANCHOR BOLTS.WELD PLATE TO SHALL BE CORROSION-RESISTANT METAL OF MINIMUM NOMINAL 0D19-NCH(0.483 MM) a aLTITI cnox DESIGN I EaTn� (G) 4. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND TOP OF COLUMN,PROVIDE(4)3/d"pIA(A325)BOLTS.STEEL FLITCH PLATE TO BE BOLTED WITH 5/8"DIA THE MODIFICATIONS AND/OR REPLACEMENT OF THE EXITING SYSTEM. iHICKNESS.R905.2.8.2 VALLEYS.VALLEY LININGS SHALL BE INSTALLED N ACCORDANCE ELEVATION LAT• HEatrtNG dAfiER COMM FaT INDOOR DEslr"N TEMP m PER°TuzE TR,� (P)10. NO PLUMBING TO BE IN EXTERIOR WALLS. 5R EXISTING CONDITIONS.THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN THE BOLTS WITH WASHERS,16"O.C.STAGGER TOP AND BOTTOM,(2)BOLTS 12"FROM EACH END.ALL NAILER5 WITH THE MANUFACTURER'S NSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. COOLMCs DIFFERI3IGE CLIENT/ADDRESS/SCOPE OF WORK TO BE BOLTED WiTH In DIA,GALV.T14ROLW BOLTS WITH WASHERS 0 I6 O.C,STAGGER TOP AND COMP�ON:�IT$I C ADEMs I EINiSN NaMl VALLEY LNW o OF THE FOLLOWING TYPES SHALL BE PERMITTED: wn Fr. 4r x ® F eb F I� �•F is,F ,F EXISTING CONDITIONS FROM THOSE SHOWN ON THE CONTRACT DOCUMENTS TO THE ARCHITECT BOTTOM,PROVIDE BLOCKING AS NECESSARY. /ENGINEER OF RECORD SO THAT CORECTIVE STEPS CAN BE TAKEN (C) I. ALL WINDOWS AND SLIDING GLASS DOORS TO BE AS MANUFACTURED BY ANDERSEN OR EQUAL, A FOR OPEN VALLEYS(VALLEY LINING EXPOSED)LINED WITH METAL,THE VALLEY COOLING TVITRATI�D�JCE WIND�TLoGtY cpcL�, Co�MT WT DAILY WNTEIR WND VELOCITY (G)5. THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY.CONTRACTORS (5) 21.IF REQUIRED IT IS THE CONTRACTOR'S RESPONSIBILTY TO VERIFY BY A SOL TEST,A MINIMUM SOIL BEARING PERMASHIELD WITH INSULATED GLASS,SCREENS AND LOCKS.SIZES AND TYPES AS SHOWN ON PLANS. LINING SHALL BE AT LEAST 24 INCHES WIDE AND OF ANY OF THE CORROSION HJIIDITY HINDITY ARE SOLELY RESPONSIBLE K SUCH COMPONENTS- CAPACITY OF 20M LB./SQ F.AS PER(R401.4.1 XC 4AMR 4 OF THE 2020 NYSRC ALL GLAZING WITHIN 18'FROM FINISH FLOOR TO BE SAFETY GLASS RESISTANT METALS IN TABLE R905.2.B.2 n F 8�+ t5�+ T F (S) 22.FOUNDATION WALLS TO TIE INTO EXISTING WALLS WITH 5 ADS AT 18"O.C.VERTICAL DRILLED DOWN AT (C)2. ALL EXTERIOR DOORS TO BE INSULATED METAL AS MANUFACTURED BY BENCHMARK,STANLEY OF EQUAL D�" s 3a rr�•smz RIa (G)b. ALL UNNDTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY OF THE OUNNER/BIIILDER FMOIJUSEU 45 DEGREES(AND GROUTED N)INTO EXISTING FOUNDATION MALLS. RODS TO EXTEND INTO NEW AND UNLESS OTHERWISE NOTED.SIZES AND TYPES AS PER PLANS. B.FOR OPEN VALLEYS,VALLEY LINING OF TWO PLIES OF MINERAL SURFACE ROLL ROOFING, (G)1. OLNER/BUILI)ER RESPONSIBLE:FOR ALL INSPECTIONS,APPROVALS,CERTIFICATES,CERTIFICATES OF EXISTING WALLS 8"MINIMUM. (C)3. ALL EXTERIOR WALLS AND ROOF SHALL BE INSULATED WITH FIBERGLASS BATT TYPE INSULATION WITH COMPLYING WITH ASTM D 3909 OR ASTM D 63W CLASS M,SHALL BE PERMITTED. CLIMACTIC GEOGRAPHIC DESIGN CRITERIA OCCUPANCY OR COMPLETION,OR U.L.APPROVAL. rAl (C,)8. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR AFTER CA.IS ISSUED. (5) 23.ALL STRUCTURAL STEEL FABRICATION AND ERECTION,INCLUDA6 ALL CONNECTIONS,SHALL INTEGRAL VAPOR BARRIER ON WARM SIDE,CARE SHOULD BE TAKEN NOT TO PUNCTURE VAPOR BARRIER THE W70M LAYER SMALL ESE 18 INCHES AND THE TOP LAYER A MINIMUM OF rtESlllv D E (G)% OWER iS RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING DEPARTMENT. CONFORM TO LATEST AIS.C.SPECIFICATIONS. (C)4. R-VALUES ARE SHOWN ON DRAWINGS. 36 INCHES WIDE. TO ESTABLISH FLOOD HAZARD AREAS, EACH CCIMUNITY REGULATED UNDER TITLE 19, PART 1203 (S) 24.ALL SYMMETRICAL SECTIONS DESIGNED FOR ALLOWABLE UNiT STRESS(fb)of 24p00 P.S.I. (C)5. ALL SOFFITS AND FASCIA TO BE FRAMED WITH EXTERIOR GRADE WOOD,COVER WITH ALUMINUM OR VINYL C FOR CLOSED VALLEYS(VALLEY COVERED WITH S�IRNGLEW),VALLEY LINING OF ONE PLY OF SMOOTH ROLL OF THE OFFICIAL COMPILATION OF CODES, RUES AND REGULATIONS OF THE STATE OF (6) Ia NO CONSTRUCTION OR DEMOLITION SHALL COMMENCE PRIOR TO THE ISSUANCE OF THE IKON COMPACT SECTIONS DESIGN FOR 12000 PS.IJ.ALL 07ER SECTIONS DESIGN FOR 22000 P .L (PROVIDE VENTILATION CONTINUOUS VENTILATION AT CATHEDRAL.CEILINGS). ROOFING COMPLYING WiTH ASTM D 6380 AND AT LEAST 36 INCHES WIDE OR VALLEY LINING AS DESCRIBED NEW YORK (NYCRR) SHALL ADOPT A FLOOD HAZARD MAP AND SUPPORTING DATA. THE FLOOD BUILDING PERMIT. (S) 25.ALL FIELD CONNECTIONS SHALL BE A MINIMUM OF 5/B"VIA.BOLTS(A325).SHOP CONNECTIONS TO (C)b. CONSTRUCTION AS NOTED COMPLIES WITH ENERGY CONSERVATION AND CONSTRUCTION CODE of NEW M ITEMS I AND 2 ABOVE SHALL BE PERMITTED.SELF ADHERING POLYMER MODIFIED BITUMEN HAZARD MAP SHALL INCLUDE, AT A MINIMUM, SFGiAL FLOOD HAZARD AREAS AS IDENTIFIED (G) 11. ALL LUMBER IS TO BE A MINVIUM OF DOUG FIR CONSTRUCTION FbzOW FOR REPETITIVE BE BOLTED WELDED. YORK STATE CONSTRICTION OF THIS PROJECT. LNDERLArSNT COMPLYING WITH ASTM D 19TO SHALL BE PERMITTED IN LIEU OF THE LINING MATERIAL_ BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY iN THE FLOOD INSURANCE STUDY FOR MEMBERS WiTN E=L4 OR BETTER (C)1. ALL INTERIOR DOORS ARE TO CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE. (G)30.PROVIDE DRIP EDGE AT EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A THE COMMUNITY, AS AMENDED OR REVISED WITH, (G) 12.THE CONTRACTOR SHALL TAKIE ALL NECESSARY PRECAUTIONS TO SAFE GUARD THE EXISTING (S) 26.ALL WELDING SHALL CONFORM TO AISL.AND A.WS.SPECIFICATIONS. (C)8, WINDOWS AND DOORS SHALL BE PROPERLY FLASHED AT HEADS AND PROPERLY SEALED AND MINIMUM OF 2 INCHES(51 MM). EAVE DRIP EDGES SHALL EXTEND 025 INCH(6.4 MM)BELOW 410 A Q UAVI EW ROAD RESIDENCE AND CONTENTS AciANST DAMAGE FROM THE ELEMENTS DURNG CONSTRUCTION. "'W NOTE& WEATHER-STRIPPED. SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2 INCHES(51 MM). DRIP EDGE I. THE ACCOMPANYING FLOOD INSURANCE?ATE MAP (FIRM),(G) 13.THE CONTRACTOR SHALL REPAIR ALL EXISTING CONDITIONS DAMAGED DUE TO THE (F) 1. ALL HEADERS TO BE SUPPORTED BY 4"X 4"POSTS LNNLESS OtiERWISE NOTED. (C)S. ALL GLAZING WITHIN 36"FROM THE TOP OF STAIRS AND LE55 THAN 60'FROM WALKING SURFACE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12 INCHES(305MM)ON CENTER A CRICKET 11. FLOOD BOUNDARY AND FLOODWAY MAi (FBFM), AND EAST MA RI O N, EXECUTION OF THIS WORK TO ITS ORIGINAL CONDITION. (F) 2. (2)2 x 8 HEADERS OVER OPENINGS UNLESS OTHEEM15E NOTED. TO HAVE SAFETY GLAZING,AS PER SECTION R308.4. OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN 30 INCHES (G) 14.THE DRAWINGS ARE NOT TO BE SCALED-FOLLOW DIMENSIONS ONLY. (F) 3. DOUBLE UP JOISTS MR ALL PARALLEL PARTITIONS I AR=ALL OPENiNG5,SUCH AS STAIRS (C)10.ALL GLAZING N DOORS AND ENCLOSURES FOR HOT TUBS,WHIRLPOOLS,BATHTUBS,AND WIDE ORICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS Iii. RELATED SUPPORTING DATA ALONG WIH ANY REVISIONS THERETO. NEW YO RK 11939 (Cs) 15.No CHANGES WILL BE PER'11TiED WITHOUT PRIOR WRITTEN NOTIFICATION OF AND AND SKYLIGHTS.DOUBLE JOIST UNDER ALL POSTS. SHOWERS TO BE SAFETY GLAZING,AS PER SECTION R308.4. ROOF COVERING THE ADOPTED FLOOD HAZARD MAP AND SPPORTING DATA ARE HEREBY ADOPTED BY APPROVAL OF THE ARCHITECT/ENGINEER OF MCORD- (F) 4. ALL INTERIOR BEARING PARTITIONS TO BE SOLID BLOCKED AT MID SPAN OF WALL MINIMUM BEARING (C)IL ALL GLAZING(WINDOWS)WITHIN BATHROOM FIXTURE ENCLOSURES TO HAVE SAFETY GLAZING, (C)3L ALL NAILERS TO BE BOLTED WiTH T"DIA(GALVANIZED AT EXTERIOR)THROUGH BOLTS WITH WASHERS REFERENCE AND DECLARED TO BE PART OF TINS SECTION, (G) i6.CONTRACTOR SHALL PROVIDE THE OWNER WiTH A CERTIFICATE OF OCCUPANCY AND AN FOR JOISTS TO BE 3 V2"ON INTERIOR AS PER SECTION R308.4. a I6"OL STAGGER TOP AND BOTTOM,PROVIDE BLOCKING AS NECE55ARYt PROVIDE FLASHING AT THE GROUND SNOW LOADS TO BE USED IN DMIMINiNG THE DESIGN SNOW LOADS FOR ROOFS ARE ELECTRICAL CERTIFICATE FTRCNM AN APPROVED AGENCY UPON COMPLETION OF THIS PROJECT. (F) 5. FOR HEADERS OVER 5'-0'LONG USE DOUBLE JACK STUDS. (C)12.ALL CLOSET SHELVES TO BE CLEAR FINE UNLESS OTHERWISE NOTED. TOP OF EXTERIOR HAILERS. GIVEN IN FIGURE R3011(5)FOR SITES AT ELEVATI)NS UP TO 1000 FEET. SiTES AT ELEVATIONS (G) 11.ALL WALLS DESIGNATED TO BE REMOVED ARE ASSUMED TO BE BEARING WALLS AND THE (p) (o. PROVIDE SOLID BRIDGING FOR WOOD JOISTS,MAX V-O"OL. (C)13.PROVIDE 11/4"WOOD CLOTHES ROD N ALL CLOSETS. (C)32.R905,2.5 FASTENERS. FASTENERS FOR ASPHALT SHINGLES SHALL BEE GALVANIZED STEEL, SURROANpNG AREAS MUST BE SHORED AND BRACED PRIOR TO ANY REMOVAL (F) 1. ALL CAP PLATES TO BE DOUBLED,AND NAILED WiTH IOD NALS AT 12"O.C. (C)14.PROVIDE GUTTERS 4 LEADERS,GUTTERS TO BE SEAMLESS TYPE,LEAD RANWATER AWAY PROM FOUNDATION. ABOVE 1000 FEET SHALL HAVE THEIR GROUND NOW LOAD INCREASED FROM THE MAPPED VALUE (G) I8.ALL DESIGNSCRAWNGS ARE PENDING APPROVAL OF ALL CONCERNED GOVERNMENTAL (F) S. ALL WOOD FRAMING TO BE MNIMNM OF 8'ABOVE GRADE. (C)15.EXTERIOR STEPS AND LANDINGS,IF 18"OR MORE ABOVE GRADE TO HAVE HANDRAIL. STAINLESS STEEL,ALUMINIUM OR COPPER ROOFING NAILS, MINIMUM 12 GAGE 0.105 INCH SHANK BY 2 PSF FOR EVERY 100 FEET ABOVE 1000 FELT. ADDITION/ WITH A MINIMUM 3/8-INCH(95 MM)DIAMETER HEAD,ASTM F 1661,OF A LENGTH TO PENETRATE AUTHORITIES.NO WORK TO BEGIN UNTIL ALL REQUIRED APPROVALS HAVE BEEN 05TANED. (F) 9. ALL INTERIOR WALLS TO BE FRAMED WITH 2"X 4'STUDS•I6`OL. (C)lb.ALL GYPSUM SHALL BE TAPED AND SPAC:KLEp(3 COATS)READY FOR PAINT.V2 INCH SHEETROCK FOR THROUGH THE ROOFNG MATERIALS AND A MINIMUM OF 3/4 INCH(19.1 MM)INTO THE ROOF SHEATHING. CLIMATE ZONE IS 4A ENGINEER AND CONSULTANTS ASSUMES NO RESPONSIBILITY FOR DELAYS N APPROVALS BY THE CFI 10. PROVIDE SOLID BLOCKING UNDER ALL POSTS BETWEEN R-OORS TO TOP OF FOUNDATION WALL. ALL WALLS 4 CEILING'S.5/5 TYPE X FOR ALL GARAGE AND MECHANICAL ROOMS.In INCH M/R GREENBOARD Up.IERE THE ROOF SHEATHING iS LESS THAN 3/4 INCH(IS]MM) THICK.THE FASTENERS SHALL INTERIOR SPACES INTENDED FOR HUMAN OCCUPINCY SHALL BE PROVIDED WiTH INDOOR RENOVATION ABOVE MENTIONED AUTHORITIES. (F) iL ALL SHCAT14NG SHALL BE I/2'I CDX EXTERIOR GRADE PLYWOOD,NAILED WITH 8d COMMON NAILS a b"O.C. FOR ALL BATHROOMS. TEMPERATURE OF NOT LESS THAN 68 DEGREES WHRENHEIT AT A POINT 3 FEET ABOVE THE AT PANEL EDGES AND a NTERMEDIATE SUPPORTS N THE PNEL FIELD OR FOLLOW NAILING SCHEDULE. PENETRATE THROUGH THE SHEATHING. FASTENERS SHALLCOMI'1 Y WITH ASTM F I661. (G) l9.CONTRACTOR SHALL DISCONNECT,CAP AND RE-ROUTE ANY EXISTING WATER,SANITARY OR (C)TI.ALL FINISHES SHALL BE AS DIRECTED BY OWNER (C)33,R9�.2.b A1TAGaM(ENt ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED FLOOR ON THE DESIGN HEATING DAY (2015 HMG '09.1) PROVIDE SOLID BLOCKING AT ALL SHEATHING EDGES. ARCHITECTURAL � L; ARCHITECT OF RECORD UTILITY LINES N AREA OF NEW FOUNDATION UN RGROTRUCTI ILL AND SHALL USE HAND I (G)I8.RATED PARTITIONS TO HAVE TOP AND BOTTOM EDGES PROPERLY SEALED WITH ALL GYPSUM BOARD BY THE MANUFACTURER FOR NORMAL APPLICATION,ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF SYSTEM DESIGN SHALL BE BASED ON MAX 'i2 DGREES HEATING, MINIMUM '15 DEGREES COOLING EXCAVATION IN AREAS OF SUfiPECT1ED tUNDER'sROUND UTILITIES AND SERVICES.F ANY LINES (F) 12.ALL SUB-FLOORS TO BE 314 PLYWOOD NAILED WITH SD g bDC. PANEL JOINTS PROPER Y TAPPED AND SPACKLED,(3)COATS. a Ep q DAVID CHAGNON ARE BROKEN OR DAMAGED,THE CONTRACTOR WiLL REPAIR AND REPLACE SAME AT HIS OWN CF) B.ALL WALL CORNERS TO BE MIN THREE STUDS NAILED WITH 1(NAILS AT 12"DC. (C)M.ANY DOOR AND FRAME LOCATED WITHIN A FIRE RATED PARTITION TO BE SELF-CLOSING AND FIRE RATED WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR 7UJ0 FASTENERS PER INDIVIDUAL SHII�sLE. iPC APPPDX D) (NY LAGUARDIA) 4811, WINTER DE,GN TEMP 15, DRY BULB 89, WET BULB "15 (2015 '��R RC' TEL:1-646.7643376 ARCHITECT EXPENSE AND ARRANGE FOR PROPER INSPECTION OF HIS WORK (F) 14.BLOCK STUD WALLS AT HALF STORY HEIGHTS AND UNSUPPOF.D EDGES OF PLYWOOD. AT 45 MINUTES MINIMUM. FIRE RATING TO BE CLEARLY INDICATED BY APPROVED TESTING ORGANIZATION WHERE?NE ROOF SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL(161 PERCENT),SPECIAL ALSO AS PER 2015 IBC CHAPTER 16 SECTION 16P� AND ASCE '1 - WIND EXPOSURE CATEGORY 5 p,'(R1 Ck C' y�� (F) 15.ALL NAILS,BOLTS,AND FRAMING HANGERS TO BE HOT DIM GALVANIZED. METHODS OF FASTENING ARE REQUIRED.POOR ROOFS LOCATED WHERE THE BASIC WIND SPEED IS 110 MPH CG)10.ENGINEER AND CONSULTANTS SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT " ON THE DOOR EDGE AS PER SECTION R302. AND SURFACE ROUGHNESS IS B. USE C FOR BOTH• Q ��"'i' BE RESPONSIBLE FOR GONSTIRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES OR (F) 16.ALLOW A MINIMUM OF 18 BETWEEN BOTTOM OF FLOOR JOIST AD TOP O SCA ED COAT B OR HIGHER SPECIAL METHODS OF FASTETNING ARE.REQUIRED SPECIAL FASTENING METHODS SHALL BE TESTED y PROCEDURES,OR FOR SAFET(P�CAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, OR PROVIDE 30 YEAR PRESSURE TREATED LUMBER(ACQI. (C)20.EXISTING PARTITIONS WITHIN FIRE RATED ENCLOSURES TO RECEIVE ONE LAYER O=5/15 THICK TYPE°X IN ACCORDANCE WITH ASTM D 3161,CLASS F.ASPHALT SHINGLE WRAPPERS SHALL BEAR A LABAL INDICATING SOUTH SHORE AND FIRE ISLAND. SINCE THESE AiRE SOLELY THE_CONTRACTORS RESPONSIBILITY.THE ENGINEER AND (F) il.PROVIDE DOUBLE HEADERS AT ALL FLOOR,CEILING,STAIR AND ROOF OPENINGS.ALL FIRECODE GYPSUM WALLBOARD PROPERLY FASTENED WITH ALL JONTS PROPERLY SEALED,TAPED, COMPLIANCE WITH ASTM D 3161,CLASS F. TOWN OF BABYLON IS WITHIN A HURRICANE PROtr REGiON CONSULTANTS SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SCHEDULE OR FAILURE TO HEADERS TO BE A MINIMUM OF(2)2 x 8 UNLESSOTHERu11SE TOTED ON PLANS. AND SPACKI ED AS PER SECTION R302. (C)34,F PROPERTY IS N WIND-1301RN DEBRIS REGION ALL GLAZED OPENINGS SHALL * O CARRY OUT WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.THE ARCHITECT SHALLC)21.RATED CEILINGS TO HAVE ONE LAYER OF 5/8'THICK TYPE"X'FIRECODE GYPSUM WALLBOARD PROPERLY * " I lF) 18.FLOOR JOISTS SHALL BE DOUBLED BENEATH ALL PARALLEL OR BLOCK a I6"O.C.OL. NAVE IMPACT RESISTANT GLASS AS PER(SECTION R301.1.L 2), m: ,I FASTENED WITH ALL JOINTS PROPERLY SEALED,TAPED,AND SPACKLED AS PER SECTION R302. TABLE R 401.4.1 ' • "' DAVID NOT HAVE CONTROL OVER OF:GENTSCHARGEO OF ACTS OR OMISSIONS OF THE CONTRACTOR (F) 19.STAIR TREADS SHALL E 1 I/4 THICK CLEAR OAS,(SECTION OTHERWISE HOTTED. CC)22.ALL CLOSET INTERIORS BY OWNER. CONTRACTOR TO PROVISED ADEQUATE BLOCKING FOR OUNIER PROVIDE WOOD STRUCTURAL PANELS OVER GLAZED OPENINGS AS PER AULUiMBER TO BE A MINIMUM OF DOUG FIR CONSTRUCTION NUMBER 2 OR N� SUBCONTRACTORS,OR THEIR AGENTS OR EMPLOYEES,OR ANY OTHER PERSONS PERFORMING (F) 20. ALL STAIRS SHALL>3E IN ACCORDANCE WITH(SECTION R3I1 K312 and R308.4b). INSTALLED CLOSET INTERIOR (SECTION R301.2.1.2),(EXCEPTION)OF THE RESIDENTIAL CODE OF NEW YORK STATE. LOAD-BEARING BETER MINIMUM Fb 1000PS.I. "SIT 042 839 O CHAGNON PORTIONS OF THE WORK, (C)23.PROVIDE 10"GYPSUM WALLBOARD AT ALL WALLS,TAPED AND SPACKLED,(3)COATS READY FOR PANT WOOD SIRIJCTURAL PANELS SHALL HAVE A MINU'&.N�1 THICKNESS OF lAb INCH AND A PRESSURE F � (F) A DOUBLE ALL JOIST AROUND FLOOR,CEILING,AND ROOF Vr�111f`W,LISE JOIST HANGERS. ♦ [� "ALTERATION OF THIS DOCUMENT CGJ 2L THE ENGINEER AND CONSULTANTS ASSUMES NO RESPONSIBILITY FOR PRE-EXISTING VIOLATIONS, LI CLASS MATERIAL / B " fU O/ EXCEPT BY A LICENSED (F) 21.ALL WOOD CONSTRUCTION CONNECTORS TO BE FROM SiMiPSON SiRONG-TIE OR EQUAL WINLESS OTHERWISE NOTED. INSTALL"WGNDEIRBOARD BEHIND AND AROUND TUBS,TOILETS,VANITIES, MAXIMUM SPAN OF 8 FEET.PANELS SHALL BE PRECUT SO THAT THEY SHALL BE tom' q• TO'REVENT GALVANIC CORROSION ALUMINUM AND COF'PER SHALL NOT BE N DIRECT N E CODE/ZONNG DEFICIENCIES AND/OR NON-CONFORMING USAGE'S. (F) 23.ALL EXTERIOR WOOD C9NNIECTORS TO BE HOT-DIP GALVANUED(HDG). AND WASHERCRYER AREA ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT CRYSTALLINE BEDROCK Yt COACT WITH EACH OTHER THIS INCLUDES COPPER PRESSURE TREATED WOOD(ACQ). PROFESSIONAL IRO ILLEGAL- (G) 22.THE PROPOSED ADDITION SHALL NOT CAUSE THE EXISTING MECHANICAL SYSTEM(HEATING AND (p) 24.WALL CONSTRICTION-IIFCM PRESCRIPTIVE METHOD WALL FRAMING AND FINISHING (C)24.INSTALL OWNER SUPPLIED CERAMIC TiLE AT NEW BATHROOM FLOORS,48"AT WALLS AND BILL HE04T WITH GLAZING OPENING.PANELS SHALL BE SECURED WITH NO.B SCREWS AT P S O.C. SEDIMENTARY and FOLIATED ROCK 40M anOtHER COPPER WOOD TREATMENTS.WHERE USED(IE:PLATES and SILLS IN PLUMBING)AND ELECTRICAL TO BECOME UNSAFE,INSANITARY OR OVER LOADED. SHALL BE NAILED AND OR SCREWED N ACCORDANCE WTHTABL.E 3.1 UFCM 2015 EDITION.PAGE 149 AROUND TUBS. TILE AT FLOOR TO BE THIN SET ON 3/4"EXTERIOR PLYWOOD(B/C)SUBSTRATE OVER MINIMUM 1114"PENETRATION INTO THE WALL FRAMING AT OPPOSING ENDS. SANDY GRAVEL and/or,GRAVEL(Gill and W) 30M COACT WITH GRADE) ALL FASTENERS MUST BE STAINLESS STEEL INCLUDING NAILS. STATUS (G) 23.THE CONTRACTOR ySH�ALL P,R')VIDE ALL REQUIRED INSURANCE AND INSURANCE CERTIFICATES. (F) 25.FLOOR CONSTRUCTION-UFCM PRESCRIPTIVE iSTH'IOD FLOOR FRAMING SHALL BE SUB-FLOOR PROVIDE MARBLE SADDLE AT DOOR. (C)35.ALL NEW WINDOWS SHALL HAVE A MINIMUM(DP)DESIGN PRESSUf�RATING OF 30. SAND,SILTY SAND,CLAYEY SAND,SILTY PROF OF PRODUCT MUST BE SUBMITTED TO INSPECTOR AT JOB SITE. CONCR 1 i� • S 1 LPL.NMI- GRAVEL and CLAYEY GRAVEL 2E /tLV% NAILED N ACCORDANCE WITH TABLE 3.1 UFCM 1015 EDITION.PAGE 149 (C)25.NEW INTERIOR WALL TO BE 1/2"GYPSUM WALLBOARD ON 2 x 4 FRAMING,16"O.C. (C)36.PROVIDE JAMB CLIPS AS PER MANUFACTURES SPECIFICATIONS AND (SW,sP,SM,SC,GM,and GC) (5) L ALL CONCRETE TO BE 3000 PSI.28 DAY TEST and MUST NAVE 5 to It AIR-ENTRAINMENT AS PER (F) 26.DRAFTSTOPPNG SHALL BE PROVIDED AS PER P502.12 andR302.7 (C)26.INSTALL NEW CONCEALED PULL DOWN LADDERS AT ATTIC. EXACT LOCATION TO BE DETERMINED BY OWNER (SECTION R(oftl)OF THE 2020 NYS RESIDENTIAL CODE. CLAY,SANDY CLAY,SILTY CLAY,CLAYEY (R402.2). PROVIDE 5/8'DIAMETER x 12"LONG(7 PENETRATION INTO CONCRETE)With 3"SQ. (F) 21.FIREBLOCKING SHALL BE PROVIDED AS PER R 502.13,R602.8 and R302.11. (C)21.ROOFING UNDERLAYMENT TO BE INSTALLED AS PER R905.1.1 UNDERLAYMENT APPLICATION. (C:)31.IF SOLID 2"X 4"MULLION IS NOT INDICATED ON PLANS PROVIDE STEEL MULLIONS SILT,and SANDY SILT I�mm WASHER/PLATES ANCHOR BOLTS SPACED A MAXIMUM CF 32 INCHES O.C.ANCHOR BOLTS SHALL (F) 28.ROOF ASSEMBLIES-WCGM PRESCRIPTIVE METHOD FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN P UNITS HORIZONTAL 01-PERCENT SLOPE), ON ALL NEW WIDOWS(AS PER SECTION RbOU). (CI,ML,MH,and CH) SHEET TITLE ALSO BE LOCATED WiTHIN 11 INCHES FROM THE ENDS Gf EACH PLATE SECTION.EXCEPTION: UP TO FOUR UUNiTS VERTICAL N 12 UNIT SHIORIZONTAL(33-PERCENT SLOPE),UNDERLAYMENT ALL STRUCTURAL STEEL TO BE A36 STEEL AND SHALL CONFORM TO AATM.SPECS. FOUNDATION ANCHOR STRAPS,SPACED AS REQUIIRED TD PROVIDE EQUIVALENT ANCHORAGE TO MMMIC&NIMS.- SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER APPLY A MINIMUM 19-NCH TABLE R 403.1 I/2"DIAMETER ANCHOR BOLTS AS PER(R 403.L 6)PORCHES,CARPORT SLABS,STEPS EXPOSED (E) I. ELECTRICAL CONTRACTOR TO COORDINATE V OWNER 4 OTHER TRADES. WIDE(483 MM)STRIP OF LMERLAYMENT FELT PARALLEL WITH AND STARTING AT THE EAVES, II TO THE WEATHER AND GARAGE FLOOR SLABS TO BE 350OF51 AS PER(R 402.2).FOOTINGS TO I LOAD-BEARING VALUE OF SOIL!F'6F) BEAR ON VIRGIN SOIL lE) 2. ALL ELECTRICAL WORK IS TO COMPLY WITH NEWYORIC STA?E,NATIONAL ELECTRICAL CODES, FASTENED SUFFICIENTLY TO HOLD M PLACE. STARTING Al THE LAVE,APPLY 36-INCH-WIDE R302 -MNN•NM OPENING AREA.ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL CS) 2. BOTTOM OF R INROR F OOTINiS AND/OR GRADE BEAMS TO BE 3'-0"MINIMUM BELOW GRADE. AND NATIONAL FIRE PROTECTION A550CIATIORCONVENTIO�4L OUTLETS TO BE 18"ABOVE FIN. (914 MM)SHEETS OF UNDERLAYMENT OVERLAPPING SUCCESSIVE SHEETS 19 NCHES(483 MM) HAVE A MINIMUM NET CLEAR OPENING OF 5.1 SQUARE FEET 1>;m0 2famo 3pJ0O 4�om (5) 3. SOIL COMPACTION TO BE T1 LESS THAN GRADE FLOOR UNLESS OTHERWISE NOTED. AND FASTENED SUFFICIENTLY TO HOLD N PLACE.DISTORTIONS IN THE LMDERLAYME�NT•SHALL EXCEPTION:GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 MODIFIED PROCTOR TEST. LEE) 3. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER OUTLETS AS PER CODE. SQUARE FEET. CONVENTIONAL LIGHT FRAME CONSTRUCTION (8) 4. STEP FOOTINGS DOWN AS REQUIRED TO VIRGIN SOIL. N07 MTERREWITH THE ABILITY OF THE SHINGLES SEAL.FOR ROOF SLOPES OF FOUR UNITS -` T'-� itmom on CS) 5. MAXIMUM STEP OF FOOTINGS SN4ALL BE ONE VERTICALLY TO TWO HORIZONTALLY WHERE BOTTOM (E) 4. ALL ELECTRICAL.OUTLETS,SWITCHES,LIGHTS AND WIRING SAALL BE UL CERTIFIED VERTICAL N 12 UNITS HORIZONTAL(33-PERCENT SLOPE)OR GREATER UNDERLAYMENT 514ALL R3102J-MMMJ M OPENING HEIGHT.THE MINIMUM NET OPENING HEIGHT SHALL BE 24 INCHES I-STORY 12 t2 12 12 � �) y ��i{�� {VIE SHEET R3102.1-MNIMUIM OPENING WIDTH.THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 ;.! I ITLE: O=FOOTING ELEVATIONS CHANGE. AND INSTALLED N COMPLIANCE WITH ALL APPLICABLE ELECTRICAL CODES. BE ONE LAYER APPLIED IN THE FOLLOWING MANNER UNDERLAYMENT SHALL BE APPLIED SHINGLE 2-STORY 15 12 12 12 (5) 6. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. (E) 5. THE CONTRACTOR SHALL RELOCATE ALL EXISTING ELECTRIC,TIELEPHHONE,ANTENNA AND FASHION PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES,FASTENED NCHHES. 3-STORY 23 n >Z 12 t D"I (S) 1. FORMS TO RENNIN N PLACE 2,DAYS MINIMUM. CABLE T.V.SERVICE WIRING AS REQUIRED. (C)28.ICE BARRIER IN AREAS WHERE tHERRE HAS BEEN A HISTORY OF ICE FORMING ALONG THE R31022 -UMERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF No MORE THAN 44 INCHES ABOVE THE FLOOR 4-WA BRICK VENEER OVER LIGHT FRAME or a-1NCH Ha_Low cav�ETE MAW;W n 3 ?_3 (5) 8. PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED;OR ELECTRICAL,PLUMBING, (E)6. ELECTRICAL SYSTEMS SHALL BE INSTALLED N ACCORDANCE WITH THE REQUIREMENTS EAVES CAUSING A BACKUP OF WATER AS DESIGNETED N TABLE R30L 2(1),AN ICE BARRIER THAT v MECHANICAL,ETC-COORDINATE WITH OTHER CONTRACTORS,AGENCIES,ETC:,AS REQUIRED. OF CHAPTERS 34-43 2020 INTERNATIONAL RESIDENTIAL CODE CONSISiT OF AT LEAST TWO LAYERS OF UNDER-AYMENT CEMENTED TOGETHER OR OF A /CAM3N MQWZIM DMCTM NOM& I-STORY 11 12 12 ,2 12 (5) 9. BACKFILL SHALL BE PLACED IN 12'LIFTS AND COMPACTED TO 95%MODIFIED PROCTOR DENSITY. (E) 1. INSTALL NEW EXHAUST FAN AT LOCATIONS NOTED. MNIMIAM b0 CFM OR OTHERWISE NOTED. SELF-ADHERNG POLYMER MODIFIED BITUMEN SHEET,SHALL BE USED IN LIEU OF NORMAL SHALL BE INSTALLED AS PER THE 2020 NYS RESIDENTiAL CODE-SECTION R314. 2-STORY 21 16 12 12 (5) 10.SLABS ON GRADE SHALL BE/MIN", 4"THICK 30M PSI CONCRETE(NTEROR)3500 PSI CONCRETE EQUIPPED WITH METAL WEATHER HOOD,BACK DRAFT DAMPER*0 INSECT SCREEN. UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGE(EAVE)OF THE ROOF SURFACES TO A ALL SMOKE DETECTORS TO BE LINE VOLTAGE WITH BATTERY BACK-UP AND WIRED 3-STORY 32 2a 16 12 � T^',T2??•�'f: (EXTERIOR 4 GARAGE FLOOR))WITH 6"X6",10/70 WELDED WIRE MESH.PROVIDE 6 MIL VAPOR BARRIER FANS LOCATED IN WALLS TO LIE FLAT(A MAXIMUM 2'EXPOSURE),THOSE MOUNTED N POINT AT LEAST 24 NCES(610 MM)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. IN A MANNER SUCH THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL EACH FLOOR ' ,i T Y Tr e AT (5) IL ALL CURBS,SIDEWALKS,ETC,DAMAGM SHALL BE REPLACED. ROOF TO�BE PROPERLY WEATHER-STRIPPED AND COUNTERFIASHED AS PER SECTION M1501. LEVEL TO HAVE AT LEAST ONE SMOKE DETECTOR EACH BEDROOM TO HAVE ITS OWN S-NCH FULLY SOLID or GROUTED MASONRY (0) P.PiTCH GRADE AWAY FROM BUILDING,STORM WATER 15 NOT PERMITTED TO FLOW ONTO a' i 4� � �� (S) 13.CONCRETE FOUNDATION WALLS SMOKE DETECTOR ALL HALLWAYS ADJACENT TO BEDROOMS MUST HAVE A SMOKE DETECTOR I-STORY lb 12 12 12 ABUTTING PROPERTIES. � TO BE POURED MONOLITHIC.NO HORIZONTAL JOINTS SHALL BE PLACED (P) L PLUMBNG CONTRACTOR TO COORDINATED W/CTINNER 4 OTHER TRADES. A LINE VOLTAGE CARBON MONOXIDE DETECTOR SHALL BE LOACTED AT EACH 4LEVEL OF 2-STORY 2s 21 12 IN WALLS WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OR ARCHITECT OF RECORD. (P)2. BATHROOM AND KITCHEN FIXTURES TO BE AME THE DWELLING,INCLUDING A BASEMENT or CI=11.AR RICAN STANDARD,KOHLER OR EQUAL 3-STORY 42 32 21 16 DRAWING No. SHEET No. (5) 14.PROVIDE ACCESS 4 CROSS VENTS IN ALL ATTICS 4 CRAWL SPACES.VENTS TO BE A MINIMUM I SO.FT. OD)3. ALL PLUMBING WORK SHALL COMPLY TO THE 2020 NYS RESIDENTIAL CODE AND ALL ON UNDER FLOOR AREA AS PER SECTION R408, OTHER APPLICABLE CODES,LAWS.RULES,REGULATIONS AND HEALTH DEPARTMENT REQUIREMENTS. (5) 15.ALL WOOD SILLS IN CONTACT WITH SOIL,MASONRY,OR CONCRETE TO BE PRESSURE TREATED, (P)4. PROVIDE ALL NECESSARY VENTILATION(AIR INTAKE AND EXHAUST)AS PER 2020 NYS RESIDENTIAL CODE Aml • AS PER SECTION R31`1 AND R318. AND EQUIPMENT MANUFACTURES SPECIFICATIONS, OF 10 PROPERTY DATA SOUND CREATE DESIGN/BUILD LONG ISLAND PRINCIPAL/ARCHITECT OF DESIGN: MICHAEL MUNOZ PERCENT OF LOT COVERAGE 631 -464-6668 LOT AREA 5,�0 l 8.40 S.F. WELL WELL \ f3UILIDING AREA 362/ . POU6E- 520 S.F. 5 (o-10.40 c.11 N FRONT 5TOOP- 24 S.F. .1-1x100- - REAR 5TOOP¢ is S.F. 1 io 1 � LOT COVERAGE- 562 S.F. FLOOR AREA RATIO CELLAR FLOOR- 520 S.F. 2,(05(0/ � FIRST FLOOR- 887 6F. 5,610.40=.41 SECOND FLOOR-04S S.F. .41 x 100= DWELLING TOTAL 2 656 S.F. 4 1510 W WELL WATER DWELLING W/WELL WATER P-) 10, ' — VACANT --' " REVISION DATE DESCRIPTION � EL 36.0 � EL 35. 1 F P EMENT ASPHALT EDGE 0 APRON / 64•f,.EL 30.5 MOH CONSTRUCTION ADMINISTRATION BY: 91 . 0 50+ E o CREATE DESIGN BUILD GROUP LLC N 77 1 w Q o "ALTERATON OF M6 DOCUMEM EXCEPT BY A LICEN9ED PitOFE5910NA1 N LLLEOAL" 5' O N CLIENT: DATE: SCALE: MIN / Cry a > O EL 29.0 � "PROPOSED LP � O p SEFI GRAIDER 08117/22 AS SHOWN O I CLIENT/ADDRESS/SCOPE OF WORK °- o SEPTIC SYSTEM �y � 4 BEDROOMS 1,250 GAL S.T. W S.T. (1)8'DIAx12'DEEP L.P. 5' `t I PR ' POSED MIN E P z DRY � p P�10 WEL o pA�EcLE 15.0' '`S0 � - RESIDENCE � 0 T p. I PRO k w cn° 10. 3q°-0" 5100? zo w ~ I v, (� o PROPOSED EL 30. 1 DWELLING 410 AQUAVIEW ROAD I W/WELL WATER � 2 STY FRM � EAST MARION LAND N/F OF EL 26.5 [)WELLING , ELEV. 30.5 WILLIAM GEROSA 4 BEDRpOM NEW YORK 11939 FFL(32'0) 15.0' I OL DR BROWN 1 .2' 3� _6" ?10P' SANDY LOAM 0 0' ► Sip o VACANT 0 I ADDITION/ M BROWN 1 150' PPRs RENOVATION S LOAMY SAND •5 , UI WELL I o I Z0N INCH ANAL ,51 s (NON-CONFORMING) CA ARCHITECTURAL ARCHITECT OF RECORD DAVID I 01 E D A ARCHITECT CHAGNON o 1 Q PROPERTY ADDRESS: 410 AQUAVIEW AVENUE, `g'��RICkRCy�� TEL:1.646-7643376 PA - EL 34.8 I EAST MARION, N.Y. 11g3S LE I O, MOH. U.P. \ l SECTION: 21, BLOCK: 3, LOT: o t9� �� s �;MEDIUM }} �'f L.P. SP SAND L/29.6 Q' ACREAGE: 5,678.40 SQUARE FEET PROP S�• •` & kt��, WELL 5 172 ZONE: R-40 * z GRAVEL " DESCRIPTION: U' :.$�,�-s' DAVID 14 MOH. S 77�19 50 I ZONE R-40 ALLOWS FOR SINGLE FAMILY HOMES 042839 O� CHAGNON I c� ONLY CONE FAMILY DETACHED) OF NE�1 P"ALTERATION OF I DOCUMENT j� ,�J EXCEPT BY LICENSED PROPOSEDPERMITTED HOUSE DIMENSIONS AND SETBACKS: ROFE9910NAL IS ILLEGAL" WELL SCREEN REQUIRED TO I • MIN. LOT SIZE- 40,000 5F, LOT WIDTH— I50 STATUS BE 130' BELOW WATER TABLE FOR 74' SEPARATION TO FEET, LOT DEPTH- 115 FEET EXPANSION POOL. VACANT I • MIN. HOUSE SIZE- 850 SF. I • MIN. FRONT YARD— 50 FEET SHEET TITLE NO WATER I • MIN. SIDE YARD-15 FEET I • MIN. IOTA A 17' L SIDE YARD- 35 FEET NOV. 15, 2019 I • MIN. REAR YARD- 50 FEET • MAX. HOUSE HEIGHT 35 FEET OR 2-1/2 K. WOYCHUK LS -� STORIES PLOT NPLA1110 - ` WELL I • MAX. BUILDING COVERAGE- 20io UNDER CONSTRUCTION SCHEDULE FOR OPEN SPACE (FOR RESIDENTIAL NON-CONFORMING LOT i I I SITE PLANS): 20% LOT COVERGAE • MIN. OPEN SPACE 20% FRONT YARD: 35 MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL • MIN. SETBACK (FROM PROPERTY LINE TO REAR YARD: 35' MIN FLOT FLAN LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS ALL STRUCTURES): 30 FEET 25 TOTAL SCALE: SIDE YARD: 10'MIN ' 1/16 -0" = I' 11 • MIN. BUFFER: 20 FEET (THE; BUFFER AREA DRAWING No. SHEET No. t AND OR DA TA OBTAINED FROM 0 THERS. 15 LEFT IN IT'S NATURAL STATE AND loft 2 AREA: 5, 678. 40 SQ. FT. or 0. 13 ACRES ELEVATION DATUM: NAVD88 VEGETATION IS NOT CUT OR REMOVED). Amz OF 10 I I CREATE DESIGN/BUILD PRINCIPAL/ARCHITECT OF DESIGN: MICHAEL MUNOZ 631 -464-6668 CONCRETE RETAINING WALLS . GENERAL NOTES: �i► 1.The minimum concrete compressive strength at 28 days shall be 3,500 PSI and shall comply with ACI 318. 7 2.Reinforcing steel shall comply with ASTM A615 and shall have yield strength of 60,000 PSI. WALL CONSTRUCTION: The construction of a concrete retaining wall shall conform to the dimensions and reinforcing steel requirements shown in FIGURE 13 and TABLE 2.Dowels can be lapped above the footing in accordance with FIGURE 14. 8" level backfill ontj #4@12"o.c. ' TABLE 2:TYPICAL CONCRETE WALL DIMENSIONS* 4@13"o_e. H, fe't C, incises W, inches #4_18"o.c. it 25 C 3 15 31 4 �0 37 CONTRACTOR CTOR TO MINIMIZE THE tr5^g;13"v.c. 5 24 43 DISTURBANCE OF THE EXISTING CONCRETE c sRefe-ante: Concrete Reinforti^g Steel Institute FOUNDATION WHILE EXCAVATING FOR NEW POUND CONCRETE FOUNDATION,ANY E , LINE OF STAIR RISER ABOVE VISIBLE DAMAGE TO EXISTING CONCRETE NEW POND CONCtRETE TREADS. O THE ATTENTAON OF THE ARCH! TRECORp. PAVERS TO BE SELECTED, 3" 5 4 bars locations 411 THICK M SLAB 1' III bXb W WELDED WIRE MESH LAPPED NOTIFY ARCHITECT/DESIGN as shown above Ct' Rp l W gtA1R A MIN.OF ONE FILL MESH 4 WIRED PROFESSIONAL WIT1DI SIZE A OF ANY p TOGETHER 48"OC OVER b"THICK DISCREPANCIES WITH 81ZE AND LOCATIONS OF EXISTNG FOUNDATIONS, hl , BASE COUrwE CONSISTING OF CLEAN i GIRDERS,COLUMNS,POSTS,HEADERS, FIGURE 13: TYPICAL CONCRETE WALL SECTION $AND,GRAVEL,OR CRUSHED STOW. -6 FRAMING SIZE AND DIRECTIONS. NEW 8"WIDE POURED CONCRETE REVISION DATE DESCRIPTION TRENCH FOUNDATION WALL 36" CONTRACTOR TO PROVIDE NEW°SANIFLO SMIGRND PRO" MIN.DEPTH BELOW GRADE. DOWEL AND KEYWAY REQUIREMENTS: -' � a �'_ � SEE HOLD-DOLLN 114P BATHROOM PUMP SYSTEM FOR BASEMENT BATHROOM. CONNECTION Dowels,#4@ 13"Ill must be lapped a minimum of 20 inches.A keyway or roughened concrete shall be placed on the footing a 2-16d Commo 'SIMPSON' surface below the block wall. See FIGURE 14. NEW MECHANICAL EXHAUST FAN , � _ �, DETAIL 1/A-3. nails 0 6" O.c.� STHD14RJ (VENTED TO OUTSIDE) -r AS PER W33 ` w roughen top of footing under wall `r _ ` 0Blocking prior to placement of concrete CONTRACTOR TO INSTALL%a" 3 „ a 0 Endwall - OR TYPE•X DRYWALL THROIXsHOUT 3'-g d_ i i provide 1"deep by 4'vl INTERIOR WALLS AND CEILING. NEW SLAB � p� PERMEABLE ;� 5 E i ' continuous keyway 11 4-3 "1 V P AVER�p a �a �� ONE 4 yw y FIR>=STOP ALL PENETRATIONS. �J`U"' � 9 REBAR INSTALL GLASS 1`'; �, a :. •: . II ENCLOSURE WITH BARN r, ..•:y :`°���: -'�* ��• � . 1 e J SEE HOLD-DOWN t01 STYLE FRAMELESS V� /f j 0� CONNECTION DETAIL VA-3. GLASS DOORS. D�j� {Z N N .� 30, K �i�• O IDE FULL HEIGHT F TILE INSIDE SHOWER AND °' - FIGURE 14: TYPICAL DOWEL AND KEYWAY DETAIL CONSTRUCTION ADMINISTRATION BY: \ j ��. WALL TILE�42°FOR ALL X 8 vAta P_ �X OTI�ERWALLS. PROPOSED A Hold-Down PROP. UTILITY �' B�T4� 9L1 BEDizOOM #4 �>�� Connection � Detail CREATE DESIGN BUILD GROUP LLC ROOMA NOT TO SCALE LOCATE AT EACH "ALTERAMON OF TIS DOCUMENT EXCEPTEYALICE .PROFESSIONAL ISILLECAL" CLIENT: DATE: SCALE: VERTICAL JOINT REQUIREMENTS: 14•, SD N A-1 BIILDING COMER SEFI GRAIDER 108/17/221 AS SHOWN Control joints,constructed per FIGURE 15,shall be placed no more than 20 feet on center.Expansion joints,constructed per -l' _ FIGURE 16,shall be placed at every forth control joint. - -gym PE �! OD. CLIENT/ADDRESS/SCOPE OF WORK 111W�1,,1019Sg N c 112"x 1/2"wood Strip to be R W - „ 1- 1 • OD -" N w removed with forrnworlr Ell 2 N 3 I RA '_ _ 45" O.C.MAX 6" MIN. 0 P"U" S E rk P OPOSED N Iz'I Max. ' void with mastic cau king or ~ 112"rubber strip,full Height 113 RE RE�4T ION TYPICAL TYPICAL Ill i 1/3 ...___�..� a .w (CL LOCKLUkURI' 1, S6 SPACING CORNERS z x t I D p p VNYL PLANK FLOORIt�'s) L-i TRACTOR TO PROVIDE A y N Q Ill)/3 A-1 DR R D RS TO BE 24"X 24"X 2411 DEEP FOOTING 40 Ell v� D TO EXTERIOR 1 BELOW NEW 4"DIAMETER N AS (R15raIJ) STEEL COLUMN. v 112"filler material - WASHER el m' gp - X 3E►NUT ` 410 AQUAVIEW ROAD FIGURE 15:TYPICAL CONTROL JOINT DETAIL FIGURE 16: TYPICAL EXPANSION JOINT DETAIL LIDPROPOSED a DRAIN GPROVII UJVDE'ZED METAL Ir, � RECREATION � e � �'ag"`P`-A'E � EAST MARION, MACH AND CONNECT TO � � N � � BACKFILL AND DRAINAGE REQUIREMENTS: STORAGE-I +e FLOOR N AS REQUIRED N 5V DIA.ANG-IOR BOLTS Q NEW YORK 11939 Bac.kfillmg against reinforced concrete retaining walls shall not be permitted until the concrete has reached its 28-day strength. - : (TYPICAL) q Heavy equipment shall maintain a distance away from the wall equal to the wall's height. Care shall be taken to avoid exerting CELLAR - �� N •,. . w large impact forces on the wall. - — — — -APPLY 'DRYLOK' O PI�POSED FND WALL -gym - a _-�I P'E °O/~ X X PG-Polo IN WALL -l"AIR SPACE " .. - — — -2°X4"ACQ STUDS w°oc W/ACLt SHOE PLATE ' Rp,1ED 1-�o1STg �g MT.3 m BELOW GRADE ADDITION/ -R-15 GATT INSULATI-VAPOR BARRIER x finished grade -/2"GYPSUM BOARD 'NATIONALGYPSUM'MOLD RESISTANT �I • Anchor Bolt Dtl. RENOVATION 9 GYPSUM BOARD(PU BOAFD)OR EQUIVALENT. ""1A",, NOT TO SCALE (Heated) N SEE HOLD-DOWN (2)2WI A:C�i. ARCHITECTURA _ ARCHITECT OF RECORD , 1oN� NOTE:CONCRETE TO ED q DAVIDCHAGNON �y,/ _ CONNECTION DETAIL VA-3. SILL PLATE R R/� KEY "t °I _ R °D�i 111.41� — ' 0 BE 3�PSI MIN. �` 1. ARCHITECT • � 13Sg�� i � y� TEL:1•648-784-3378 Dmnote5 undistnubed natual soil e , ' TEfdMITE SHIELD P -,sv-Y Cy 1-� _ COATED COPPER y = c Deno'.es back"!material . . � Q �.y/ � � SILL SEAL pi) ' + gravel bacicf It to wt�rin 1"from tap of waif and v? _51 Aa a INS OF STAIR RISER ABOVE ANCHOR BOLTS(SEE Denotes crushed stone • �� a minimum of 4"below dram pipe 21`-3" 34�� e � ,�-M � � '' ANCHOR BOLT DTL) * � � NEW POUND CONCRETE TREADS. - ;I PAVERS TO BE SELECTED. POURED CONCRETE `� _ N� DAVI D �.. •,• Flerfabric,w-apped around 12"o`gravel v, YAEB� GNEW SLAB FOUNDATION WALL o°. �- �� A50VE ASPHALTDAMPROOF'G 9j� 042839 yp CHAGNON Q 4'diam_ g perforated /`J� `¢ TO GRADE - °CID, OF NE`N ALTERATION OF THIS DOCUMENTfinished race diameter n.rigid or rfarated = w� r ( 1� !%CEPT/YALICENBED 41 5 Q_ PROFESSIONAL IB ILLEGAL' dra'sn pipe,full lengt!�cf wall connected to SEE HOLD-DOWN „...a N 0 , m PROVIDE 2t1X4E KEY °` ``' .- ell at each end ar weep holes a!8'O.C. �, a = � r; CONNECTION DETAIL VA-3. HOUSE FOUNDATION WALL , h o STATUS -' �' � = 4"P.C.P SLAB c `` TRENCHNEW 8' 'DE POURED FOUNDATION WALL 36'CONCRETE , I \ \\ \\ NEW FOUNDATION WALLS FOR MIN.DEPTH BELOW GRADE i � ry STAIRCASE TO RETAIN THE �� where Sol underf `.in 1� SURROUNDINGS SOIL (2)5 REBAR _ -r - '. g ,N „ /�• SEE SHEET A-3 FOR RETAINING WALL .:+ , SHEET TRUE consists of salt clay, NEW 4°THICK PL.SLAB 5' a - place 4"to E"cf crusted : •:' ;,� w :•. ..' W1 ll 10 WELDED WiR>:MESH LAPPED I, CLEAN FILL "ice` ' ' " J ••'} :a- $" \ ry DETAILS. COMPACTED "M 'ED gravel MK OF ONE FULL MESH 4 WIR TOGETHER+48"1 OYER 6'THICK all 1 1 �:e� �' �� -4' Wes' 4 1 -4 BASE CouRSE CONSISTING OF CLEAN 0imz� „ T . Foundation Wall FIGURE 17: TYPICAL BACKFILL AND DRAINAGE DETAIL BAND,GRAVEL,OR CRUSHED STONER%10 /�" 41,E "' ' -5 3 NO LINE OF STAIR RISER ABOVE gill Af g� / T TO SCALE P NEW POINTED CONCRETE TREADS. � � (.o?t/1, ell w/ PAVERS TO BE SELECTED. ff a win 0klr4- a b a� -- F L 000% R P"L A IN S CELLAR FLOOR FLAN s v4*o1,l .vwrl � SCALE: 1/4" = I'-0" 0 RI=PRESENTS GRADE. REFERENCE PONT IS THE BASEMENT FLOOR AT -S' DRAWING No. SHEET No. FROM THE BOTTOM OF THE FIRST FLOOR JOISTS. Amo 3 SLOPE OF GRADE IS 2:12. 10 OF CREATE DESIGN/BUILD PRINCIPAL/ARCHITECT OF DESIGN: MICHAEL I'VIIUNOZ 631 -464-6668 r _mR LpEt�t"�EABLE PAVE CTEA. GRADE t0 BE SEL.E 7 NEW.%N TALL WEATHER _ " RESISTANT BABE C-451*1 WITH 5 O PROPOSED Blocking panel 13LLESTONE COUNTERTOR STOOP N - NEW 15UILT-IN s MAX 24"ABOVE GRADE REVISION DATE DESCRIPTION PROPS GRILL. . � PROPOSED � 6, g„ OUTDOOR _ m, m "' KfTC�•-!�N 3 M�-• g 11°N • e �I.0"111 X 5-Ott G T1 WR, Blocking under o 0) , — -- 1� D IN IN ROOM x Load-Bearing Wall a/�.}(� O Os (IT-0'CEILING 1 1�" E �� ED HEIGHT) _ not t0 Q CONSTRUCTION ADMINISTRATION BY: SECTION R300.4 a --�-- KITC#-INN � (5'WIDE woov fl.00RlNrl EACH PANE OF GLAZING INSTALLED IN d� T p CREATE DESIGN BUILD GROUP LLC HAZARDOUS LOCATIONS MUST BE PROVIDED 0 !9'-0"CEILING HF&R WITH A MANUFACTURER'S OR INSTALLER'S = N I (5'WIDE WOOD};AORMG) 0 p11RB" t g„ A•1 ER"ALTATION OFT SDOCUMENT EXCEPT BY A UCENSEO PROFESSIONAL IS ILLEGAL" 1 LABEL, DESIGNATING THE TYPE AND THICKNESS 101 CLIENT: AT SCALE: OF GLASS AND THE SAFETY GLAZING STANDARD >✓ S �� 5'' SEFI GRAIDER 10'8/l'7:/221 AS SHOWN WITH WHICH It COMPLIES.THE LABEL NEEDS TO Ia �Muwow t0>3E DES(CsNED BY BE VISIBLE AT THE FINAL INSPECTION, AND IT .,'� MIU.WOWBR AND APPROVED BY OU R 2 ,1 _ Blocking panel CLIENT/ADDRESS/SCOPE OF WORK MUST BE ACID-ETCHED,SANDBLASTED, e " 6' TO\L�T �'. = cn g P CERAMIC-FIRED, OR AN EMBOSSED MARK OR I _ m p� 4 X T OF tHE TYPE WHICH ONCE APPLIED CANNOT BE J U PRl '" RAU r CU STS �"O.C. 0 S REMOVED WITHOUT BEING DESTROYED. I ' RATED 1' sq O �, G PRO =- T dF " �R RM - NEW MECHANICAL _ EXHAUST PAN "CE a 'L� � ��•k '`� � (VENTED TO Ol.li'S(gE) RESIDEw FLOOR PLAN KEY NOTES PROVIDE NEW srAIRB DOWN TO NEW � �• .0 AS MR R3033 BASEMEW AND UP TO NEW SECOND 9'-0 w -t� p = FLOOR AS REQLIRED. DOUBLE UP ALL ' face grain 1. CONTRACTOR TO PROVIDE A $3W.00 Al FRAMING BtAI ANp DE Wf ARM R PROVI 5 p horizo tal ALLOWANCE TO PURCHASE NEW 36" X W"FRONT JOIST HANGERS 0 ALL CONNECTIONS. "= O DOOR DOOR IS TO BE APPROVED 15Y MINIMUM V-6"HEAD HEIGHT. PROVIDE PROP• �' S � 4'-0" long �'HOMEOWNER PRIOR TO FURNISHING AND 36'HIGH HANDRAIL WITH SPINDLES FiberStrong 410 AQUAVIEW ROAD DOS 4"X b" 1=0��' X rim board INSTALLING. = SPACEDMAXPTJM 4"APART TO CODE. �gT Ilk reinforcement 2�0 v� EAST 11f1ARION 2. THREE SIDED DIRECT VENT FIREPLACE WITH PROPOSED L.IVI1�lC� ROOM �1v � on one side. � ��� SMART TECHNOLOGY BY "ORTAL HEAT" OR "- 15"wlvE MOOD FLooRING) - 5 0 EQUIVALENT. F i �w O NEW YO R�C 11939 CONTRACTOR TO PROVIDE SHOP A, W DRAWINGS OF STAIRCASE FOR 'A y a ` Cantilevered 3. SERVER CABLE TO BE CUSTOM SOLID WOOD x � .ry MILLWORK BASE CABINET WITH LIVE EDGE -+ ; APPROVAL PRIOR TO —'- COUNTER TOP TO BE SELECTED BY OWNER a FABRICATION AND INSTALLATION. t- x - 2Floor Joist Detail load b e a r i n 4. ALL APPLIANCES TO BE PROVIDE BY OWNER. QMEMA CONTRACTOR IS TO PROVIDE THE REQUIRED R. NEW 36'HKsH Harlp,RAIL WITH sPMDLEB , X a not to aca!o ADDITION/ POWER/GAS,VENTILATION,AND MILLWORK SPACED MAXIMUM 4"APART. ■ f� RENOVATION CLEARANCES. 1 NEW STAIR TREADS AND "80m 1gZg°1T"OCp+ 5. NEW HAT SHELF AND COAT ROD. �(ih _ BRA l.ao .314"X �' RISERS TO MATCH SELECTED HARDWOOD FLOORING. (3)\ Q ARCHITECTURAL ",. ARCHITECT OF RECORD Backer block: Install tight �Ep AR DAVID CHAGNON ,p0 '' '7�,,/.'wt to top flange (tight to �(� C W 9 TEL:1-646.764-3376 - N UP 6-� 3•� '•� " ARCHITECT " �p�2. "µ plllrl� _ I bottom flange with face �� .�Ft1C/t �j� UP w Ig)2"X 10 , a X b'b L N mount hangers), both sides P nr- —Ay f� U •� F1 2"Xypj"P� 9.0" ^' -All of web with single Joists. �� r 'I t"9G I �� , wz Xb.b"N EL 5'_1' hange�n9e DAVI D «) PROPOSED .� -9�.� 042g39 yp CHAGNON 1" -A1 "ALTERATION OF THIS DOCUMENT STOOP �� OF N Evv PREXCEPT BY A OF BBIONAL LICENSED ILLEGAL" ` ' _ MAX.24 ABOVE GRADE Multiple L. V .L. a ry j Filler block:)Nail with ' t 0 N CA 10-10d 3" box nails, STATUS LEGEND Nailing Schedule N ry � �����/�, r clinched when possible. o�� ^ ,�� Double Floor Joist & - MIN.OF 2 ROWS OF 16D (3 In")NAILS AT 12" O.C. 1'-0" lK� NEW WALLS - MIN.OF 3 ROWS OF 16D (3 1/20)NAILS AT 12"FOR e 'C!w"r—s INTERIOR - 2"X 4" WOOD STUDS WITH 1/2"GYP, PROPOSED Jo'stHanger DetaiISHEET TITLE 14",16" AND 18" BEAMS 3BD.ON BOTH SIDES. PAT 1OEXTERIOR - 2" X 6""WOOD STUDS WITH 1/2"GYP. '�, 5 " �ca10 BD.ON THE NTERIOR SIDE. LpEIO1EABLE PAVERS ON m A"" SED • R-25(51/21)BATT INSULATION GRADE TO BE SELECTED. • I- KVPU W II CDX PLYWOOD SHEATHING • TYV HOUSE WRAP ST FLOM • 1/2"OW OwENS CORNING INSULATION BOARD(R3b) ` R% IK NEW 4 x 4 WOOD POST UNLESS OTHERWISE NOTED NEW POST FROM ABOVE LEA SMOKE DETECTORS - INTERCONNECTED gp SINGLE STATION DEVICE N ACCORDANCE WITH STATE CODES.O *'CARBON MONOXIDE DETECTOR - .� FLOOR FLAN AI� co INTERCONNECTED SINGLE STATION DEVICE IN AWING No. SHEET No. ACCORDANCE WITH STATE CODES. SCA 1/4" = 1'-0" DR OF 10 CREATE DESIGN/BUILD PRINCIPAL/ARCHITECT OF DESIGN: MICHAEL MUNOZ 631 -464-6668 ANY INCONSISTENCIES DISCOVERED AFTER DEMOLITION ARE TO BE 5ROX-44T TO THE ATTENTION TO THE ARCHITECT OF RECORD AND ARCHITECTURAL DOCUMENTS ARE TO BE AMENDED ACCORDINGLY. CONTRACTOR TO BRACE WALLS USING WOOD FLOOR PLAN KEY NOTES : STRUCTURAL PANELS AND CONTINUOUS SI-EATHNG AS SET FORTH IN SECTION 6021 OF THE INTERNATIONAL 1. CONTRACTOR TO PROVIDE 3/4" PLYWOOD RESIDENTIAL CODE PROVIDE UNOBSTRUCTED BRACED BLOCKING INSIDE ALL WALLS WHERE TELEVISIONS WALL PANEL ADJACENT TO WALL OPENINGS FOR THE ARE BEING INSTALLED.TAKE NOTE VIA THE LENGTH DENOTED IN PLAN.SEE SHEET AS FOR ELECTRICAL PLAN THAT A RECESSED CLOCK STRAPPING;DETAILS At ALL CONNECTIONS. OUTLET AND LOW VOLTAGE TV CABLE (DATA JACK)IS TO ALSO BE INSTALLED At THIS THE BUILDING THERMAL ENVELOPE SHALL BE LOCATION.HOMEOWNER TO APPROVE FINAL CONSTRUCTED TO LIMIT AIR LEAKAGE IN LOCATION ON WALL. ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS N11024.1 THROUGH N1102AB HEADER SCHEDULE ALL DUCT WORK IN UNCONDITIONED SPACES TO BE 1. ALL SINGLE WINDOWS t0 HAVE A MIN.(2)2„ X 6„ NDR INSULATED TO CODE,BY HVAC CONTRACTOR 2. ALL DOUBLE WINDOWS TO HAVE A MIN.(2)2"X 10" HDR CONTRACTOR TO PROVIDE PROPER INTERIOR AIR SEALING WITH CAULKNG,PRIOR TO INSTALLING: INSULATING AND SHEETR.OM ON ALL EXTERIOR WALLS. PRCYIDE FULL HE*WT NOTIFY ARCHITECT/DESIGN PROFESSIONAL TILE INSIDE SHOVER AND IMMEDIATELY OF ANY DISCREPANCIES WITH THE WALL TILE 642"FOR ALL LOCATION OF ALL PREDETEI'MNED PONT LOADS OTHER WALLS. AND PROVIDE CONTINUOUS STRUCTURAL SUPPORT INSTALL GLASS DOWN TO FOUNDATION.ANY UNFORESEEN POINT ENCLOSURE WITH BARN LOADS ARE TO BE BROXiM TO THE ATTENTION OF STYLE FRAMELESS 5''$1' „ THE ARCHITECT OF RECORD. GLASS DOORS. V.A„ 2'-4 REVISION DATE DESCRIPTION It 1' 1 R3012.1.2 PROTECTION OF OPENINGSO,.a,� r-8w r a EXTERIOR GLAZMG IN BUILDINGS LOCATED N WINDIBORNE DEBRIS REGIONS 121-10 2-1 1 3g" IV-ON � SHALL BE PROTECTED FROM WINDBORNE DEBRIS.GLAZED OPENING '�� � �}"X PROTECTION FOR WIND80RNE DEBRIS SHALL MEET THE; RE0.11REMENTS OF S`�`" ' ' THE LARGE MISSILE TEST OF ASTM EISS6 AND ASTM E188b AS MODIFIED IN `` d+� 60 �_ ray SECTION W1Z.1.2.1.GARAGE DOOR GLAZED OPENING PROTECTION FOR 1- 11 .�-'�'_ 4 � 'I~, gtANDli�s�t'UB WMDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN APPROVED °'�',_ ■WX A!.O"� 4 J`, e E IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. '" WEBQUIYALENT OL NEW MECHANICAL EXCEPTION:WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS VIP �'-OW � �X � PROPOSED EXHAUST FAN THAN'1/16 INCH(11 MM)AND A SPAN OF NOT MORE THAN 8 FEET(2438 MM) �+ �gg ` . .� (VENTED t0 OUTSIDE) SHALL BE PERMITTED FOR OPENING PROTECTION.PANELS SHALL BE PRECUT a �t1-80� + OG. x 1"1ASTE B 4TN a, _ AS P1=-R R3033 AND ATTACHED TO THE FRAMING SURROUPIDING THE OPENING: CONTAINING (TILE FLOOPJ THE PRODUCT WITH THE GLAZED OPENING.PANELS SHALL BE PREDRILLED X {(�G P}�OPOSED "A 54"LpvIlk AS REQUIRED FOR THE ANC40RAGE METHOD AND SHALL BE SECURED WITH p U 1 - CONSTRUCTION ADMINISTRATION BY: gEDRQ01"I #2 _ ..,.... THE ATTACHMENT HARDWARE PROVIDED.ATTACHMENTS SHALL BE DESIGNED iA V-0 � .+. " + TO RESIST THE COMPONENT AND CLADDING LOADS DETERMINED N 1�' Cis (5"tW»E WOOD FL ) ,'' ..; ";.".•W ��" O :-- r' '' A CREATE DESIGN BUILD GROUP LLC t STAIRCASE `' ACCORDANCE WITH EITHER ABLE R301112)OR AISCE '1,WITH THE PERMANENT ICJ gam,SPIRAL CORROSION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS - p-1 PERMANENTLY INSTALLED ON THE BUILDNG.ATTACHMENT IN ACCORDANCE * TO p6EA�AUT14 MIR 30 � � p0� O SPIN yll l N A MI�� Y�� 'ALTERATION OF MS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL IB ILLEGAL" g'= " �� �`� g'-0" P= � N CLIENT: DATE: SCALE: WITH CABLE R301Z.1 IS Rf'9111ED FOR BUILDINGS WITH A MEAN ROOF A DEGREE ,ADS AND A 4 ON Opp SD O WLs, cp SEFI GRAI DER 08/17/22 AS SHOWN HEIGHT CF 45 MET(13,128 MM)OR LESS WHERE THE ULTIMATE DESIGN WIND v CENTER MAXIh M SPACING � gtpti(t �j O OR t0 � nRcreerlaN I=AeraNnrs ecHEeu e X FOR BALU•° I SP��- pE� CONTRACT 10> ,'I'p:` i PROVIDE A CLOSET CLIENT►ADDRESSI SCOPE OF WORK rU �7 L. µ.... : , o„ 41-��' Ba YAIp;OR EQUIVALENT. PROPOSED HALLy�..- —riEW 36Bi a VKUvOSED A (5"WIDE WOOD FLOORNG) "4101, s WIDE LAV. R S I D EP'C E w ¢J __7 .} �24P• CLG PizOPOSED DOWN PRO ° MASTER BEDROO T�4 M N SD S_ t9 4 W WIDE WOOD FLOORNG) 3 PROPOSED a � DROOM 03 ,(TILE FLOOw " IDE FULL HEKsNT TILE INSIDE 60"x 30 SHOWER AND WALL TILE 042"FOR T410 AQUAVI EW ROAD (5"WIDE WOOD FLOORING:) ALL OTHER WALLS. B INSTALL GLASS CONTRACTOR t0 PROVIDE X t EAST MA RI O N, ENC- WITH BAAd HAT SHELF,HANGING ROD AND aG D SS ��g :• SHOE SHELVES. NEW YORK 11939 PR1'��gSg epO.C. l.101 X11:000 gjs*�" °� C (�)�'�aOtL CA ADDITION/ RENOVATION FOR 81: 11 NCH• 25.4 MM,i FOOT ■ 304b MM,1 POIND IS 4.448 N,I MILE PER HOUR IS PROP, THIS TABLE IS BASED ON 180 MPH ULTIMATE DESIGN WIND SPEEDS,WLT,AND A in BALCONY ('1)Z''a"W Xu�,� �(y 55 ��1�9" ARCHITECTURA ARCHITECT OF RECORD Ulm QED q DAVID CHAGNON ARCHITECT X\ TEL:1-646-764.3376 45-FOOT MEAN ROOF HEIGHT. - Gpg>rt'►� LO,y) �R Rc PANEFASL.AS SHALL BE INSTALLED LOCATED NOTND?�SSOTI�I INCH F THE�ROl THE EDDG,EE OF THE Ap1l. ,y��c1'-0"N TURAL ��A_�41" 5'-0" �\� P�RtCk C y/Tt� " ~; ti PANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN 41 1 Pit EMBEDMENT LENGTH OF NOT LESS THAN 2 INCHES INTO THE BUILDING FRAME X FASTENERS SHALL BE LOCATED NOT LESS THAN 21/2 NCH FRO M OM THE EDGE OF " ` L CONCRETE BLOCK OR COI`,MM. yF 1 PANELS ATTACHED TO MASONRY OR MASONRY/STWZO SHALL BE ATTACHED USING N VIBRATION-RESISTANT ANCHORS HAVNG AN ULTIMATE WITHDRAWAL CAPACITY OF NOT DAVID LESS THAN 1,500 POWDS. "9j.� 042839 yQ� CHAGNON O("- N�� 'ALTERATION OF THIS DOCUMENT /� EXCEPT BY A LICENSED PROFESSIONAL 18 ILLEGAL' SECOND FLOOR PLAN STATUS LE—C-AE-0: SCALE: 1/4" = 1'-0" NEW WALLS SHEET TITLE NTERIOR - 2" X 4" WOOD STUDS WITH 1/2"GYP. 13D.ON BOTH SIDES. EXTERIOR - 211 X 6"" WOOD STUDS WITH 1/2"GYP. BD.ON THE INTERIOR SIDE. PROPOSED I,R-25 (5 LOH)BATT INSULATION 0211 CDX PLYWOOD SHEATHING "TYVEK HOUSE WRAP "1/211 OWENS, CORNING INSULATION BOARD (R3b) S E C 0 Inv' D NEW 4 x 4 WOOD POST UNLESS OTHERWISE NOTED NEW POST FROM ABOVE FLOOR PLAN SMOKE DETECTORS . INTERCONNIzCTED gp SINGLE STATION DEVICE; IN ACCORDANCE WITH STATE CODES. O CARBON MONOXIDE DETECTOR - INTERCONNECTED SINGLE STATION DEVICE IN ACCORDANCE WITH STATE CODES. D"WING No. SHEET No. Am 5 OF 10 I I CREATE DESIGN/BUILD PRINCIPAL/ARCHITECT OF DESIGN: MICHAEL MUNOZ 631 -464-6668 W TOP OF BULKHEAD +�T�I,- -f - - - - - - E-3 A-F - NEW HABITABLE ROOF DECK L NEW GUARDRAIL 42"ABOVE ROOF DECK _-_,� ��j_J NEW CABLE BALUSTERS SPACED r +�4'APART MAX NEW TOP OF BULKHEAD `'; r- NEW I"X 6"AZHC FASCIA BOARD - - - - — �� NEW STONE VENEER to o y NEW TOP OF ROOF DECK BE SELECTED BY 0AER, L❑ 4�' )�=L. +20'-0" _ -U1 -- FLOOR TOP PLATE EL +9'-O - - - - r._ r-�, U --�= T- NEW STANDING SEAM OR BOARD AND BATTEN SIDING �i� TO BE SELECTED BY OWNER NEW TOP 01-ROOF DECK NEW INSET BALCONYWITH AZEK PANELING. JI �NEW 2ND FLOOR TOP PLATE NEW csUARDRAIL 42"A130VE ROOF DECK ' JSF'--, 0 __W �' NEW CABLE BALUSTERS:PACED -Aj G a 4"APART MAX J�]J '( .__ NEW HARDY BOAR Pl..D OR CEDAR ANKB -v� IF rz-j r TO BE SELECTED BY HOMEOWNER - - hF -- U��' I LJC� 0 NEW CEMENT WINDOW - - - - -(SEE tih NEW 1ST FLOOR TOP PLATE o� EL. +9-0 _�_; uuc_- u r- NEW ALUMINUM FACADE EXTRUSIONu'� a+ COLOR t0 BE SELECTED. I� ]( oil r F- r6�NEW_2ND FLOOR _ NEW TRANSOM 0 NEW HARDY BOARD OR CEDAR PLANKS - - - - - - - - - - -- - — � TO BE SELECTED BY HOMEOWNER. -!. _11_J�l' �NEW IST FLOOR TOP PLATE _L7 r EL. +91-0" - - - - - - - - - - - - - - NEW CORNER TRIM. NEW TEMPERED GLASS PANELS NEW HARDY BOARD OR CEDAR PLANKS --.•.__ � , C� �� t TO BE SELECTED BY HOMEOWNER NEW FIN, Ist FLOOR REVISION DATE DESCRIPTION ,--,r- Q, NEW CO;MR TRM — - - - - - f Vi NEW FIN. 1st FLOOR L. 011- - — - - - - - - - - - - - .EFT ELEVATION FRONT ELEVATION SCALE: 1/4" = 11-011 .SCALE: 1/4" = V-0" CONSTRUCTION ADMINISTRATION BY: CREATE DESIGN BUILD GROUP LLC "ALTERATION OPTHIS DOCLMENf EXCEPT EY A LICENSED PROFESSIONAL IS ILLEGAL" CLIENT: DATE: SCALE: r SEFI GRAIDER 08/17/22 ASSHOWN NEW TOP OF BULKHEAD _ + — _ _ _ - _ _ _ V 5� l� CLIENT/ADDRESSI SCOPE OF WORK i0.� =1Cir__ � f�i NEW HABITABLE ROOF DECK I 1 "/ vmuruSEruft NEW GUARDRAIL 42"ABOVE ROOF DECO rn NEW CABLE BALUSTERS SPACED 4"APART MAX RESlu t/ NEW 4"X 4'POST IN BLACK NEW TOP OF ROOF DECK NEW AND FLOOR TOP PLATE - - - - 11 FL 410 AQUAVI EW ROAD C 7 NEW TOP OF BULKHEAD - - - - - - — EAST MARION, EIJ NEW YO RK 11939 NEW STONE VENEER t0 BE SELECTED BY 011NER f j NEW STONE VENEER TO NEW CASEMENT WINDOW ?r �- BE SELECTED BY OUNER J (SEE PLAN) ;- °' J�r�'�� ' �JC!l�7�' NEW ALUMINUM FACADE EXTRUSIL— ADDITION/ION. COLOR TO BE SELECTED. E -U�r U�[� TOP ROOF DECK RENOVATION r J NEW 2ND FLOOR _ �° -I': A _I(-Ar7' �- 7 J' - - NEW 2ND FLOOR TOP PLATE J ARCHITECTURA L: ARCHITECT OF RECORD - ED q ARCHITECT 4J376 NEW PT FLOOR TOP PLATE t-]r � J -�� _ - - - - - Rcy ] ARCHITECT EL. +JI-O" - - - - - --i �✓ 1�I C/� // �C�(� J� NEW 8"SQUARE LOAD BEARING -��r -J NEW STANDING':SEAM OR � Pr Cy9^���1Ar COLUMN BY RD*OR EQUIVALENT � Jr���. 1r BOARD AND BATTEN SIDING OVER ME WALL. CTED BY OUNER � NEW CASEMENT WINDOW * O NEW TEMPERED GLASS WINDOWS ����—� 6' (SEE PLAN) 2 DAVID 61 (SEE PLAN) : IJ 4 aT i( -1 NEW ALUMINUM FACADE EX IRUSION. '9 042839 O� C H AG N O N COLOR TO BE SELECTED. TIC` `� "ALTERATION OF THIS DOCUMENT �r i NEW 2ND FLOOR F N E NEW"'�/�P,42E TALL 1h IC111111AI 1 1 _ EXCEPT BY A LICENSEO WOOD I"LL L IOM WALL l PROFESSIONAL IS ILLEGAL" NEW STONE VENEER TO ( ^� �(�{�r'�O( �� -�r C L. +10'-0" BE SELECTED BY OUMR- ��' C�'J'_?u -- ------- -- - - - - - - - - - - - - - STATUS NE�WpFIN. Ist FLOOR -' NEW IST FLOOR TOP PLATE _ j—N-EW—FIN CELLAR R_ TOP PLATE J_ F - - - - - - - �'-EL. +9'-0" Y NEW STANDING SEAM OR SHEET TITLE BOARD AND BATTEN SONG TO BE SELECTED BY 01MR, NEW CASEMENT WINDOW (SEE PLAN). K Uh E 0 � ' cz 122 2v Pa"'OPow SEE CELLAR PLAN FOR NEW TEMPERED GLASS PANELS SEE CELLAR FLAN FOR ADDITIONAL GRADING ADDITIONAL GRADNG �s "S INFOF�1ATION NEW PER"1EAI3LE PAVERS TO BE CATION, La. i®® T IDE INSTALLED OVER 2"OF SAND AND 0 N 6 'OF CRUSHED GRAVEL BELOW. NEW FIN. Ist FLOOR —A FIN.CELLAR FLOOR- — - - - - - - - - GRADE TO BE SET 4"BELOW HOUSE SLAB. -' - —— - - - - - - - - - RIGHT ELEVATION REAR ELEVATION -- DRAWING No. SHEET No. SCALE: 1/4" = F-011 SCALE: 1/4" = 11-0" 6 AMU OF 10 I I I CREATE DESIGN/BUILD PRINCIPAL/ARCHITECT OF DESIGN: MICHAEL MUNOZ 631 -464-6668 ALL CHIMNEY CLEARANCE DIMENSIONS COMPLY WITH NF'A 54 AND ANSI Z2231, SECTION 10521 NEW CHIMNEY TO BE WRAPPED WITH NEW BULKHEAD TO BE WRAPPED IN STONE VENEER TO BE SELECTED. TYPICAL ROOF CONSTRUCTION HARDY BOARD OR CEDAR TO MATCH •NEW EPDM ROOFINGS ASSEMBLY EXTERIOR OF HOME • (2)LAYERS OF 151b.FELT AS PER(R905Z:1) NEW 1/2" CDX PLYWOOD _ �► NEW E6UI.KHEAD _ _ _ NEW TOP OF BULKHEAD •NEW 2 x 12 ROOF RAFTERS AT lb' O.C. FOR FOR ACCESS. �- ��(� NEW 4"X 4"STEEL OR NEW TOP OF RIDGE NEW 30"X 80"HOLLOW �; PEW 4"X 4'STEEL OR - .+24�0�1- - - — CORE METAL DOS �'� _J ALUMNUM POST N BLACK. ALUMNIM POST IN BLACK NEW 4"X 4"STEEL OR PAINTED BLACK ROOFING ASSEMBLY n ALUMINUM POST IN BLACK (FROM TOP TO BOTTOM)- NEV GUARDRAIL 42 (FROM TOP TO 50TTOM� NEW GUARDRAIL C - - EPOM MEMBRANE ABOVE ROOF DECK 'L -EPDM MEMBRANE ABOVE ROOF DECK - INSULATION OVERLAY BOARD NEW CABLE BALUSTERS m NEW GUARDRAIL 420 - INS IGI INSULATION OVERLAY BOARD NEW CABLE BALUSTERS - R&D THERMAL INSULATION SPACE ,4"APART MAX T- Q A50VE ROOF DECK PROPOSED ROOF ° -RIGID THERMAL INSULATION SPACE 0 4"APART MAX - VAPOR BARRIER Ln NEW CABLE BALUSTERS TOP DECK ' -VAPOR BARRIER SPACE A 4"APART MAX i� -3/4'CDX PLYWOOD -3/4 CDX PLYWOOD NEW TOP OF ROOF DECK _I4�N_EW TOP OF ROOF DECK �� - L. +20'-011 EL. +19'-0" NEW 2ND FLOOR TOP PLATE " `U Ak NEW 2ND FLOOR TOP I-LATE _ —-— - - _ EL. +19'-0" NEW FRI-W/12 PERFORMANCEJ NEW R-38 BATT. NEW PRI-80/12 NEW ROOF DRAIN ASSEMBLY- RATED I-JOISTS s 12"Of. INSULATION BETWEEN PERFORMANCE RATED NEW HARDY BOARD OR CEDAR PLANKS SCREEN N CAST ALUMINUM COVER UT14 NEW In"GYPSUM BOARD. ALL JOISTS. I-JOISTS a 1211 O.C. TO BE SELECTED 5Y HOMEOWNER 51TUMEN MEMBRANE FLASHING SEALED TO PROPOSED PROPOSED CROSS BLOCKING.FILL JOINT WITH u n PROPOSED to PROPOSED " " 0 POLYURETHANI£ INSULATING FOAM. NEW l2)2 X 6 TOP PLATE PROPOSED INSET NEW 4 X 4 STEEL OR _ MASTER WALK-IN CONTRACTOR TO VERIFY THE PROVIDE INSULATING SHEATH FOR STORM NEW 3/4"CDX PLYWOOD. n HALL BEDROOM ALUMINLM POST IN SLACK 0 BEDROOM CLOSET LOCATION OF ALL PREDETERMINED BALCONI' DRAIN PIPE INSIDE ROOF DECK (5 WIDE WOOD FLOORING) (5'WIDE WOOD FLOORINW (5'WIDE WOOD FLOORING) PONT LOADS AND PROVIDE � °'NEW 2"X 6'BOTTOM PLATE CONTINUOUS STRUCTURAL SUPPORT (5"WIDE WOOD FLOORING) NEW CABLE BALUSTERS `^ PROVIDE DEL DOJN TO FOUNDATION.ANY SPACE 0 4"APART MAX NEW 2ND FLOOR _ NEW PRI-80/12 PERFORMANCE BLOCKING BELOW UNFORESEEN PONT LOADS ARE TO SLOPE FLOORING EL. +10'-0° RATED i-JOISTS 11"OTC ALL WALLS(TYPE BE BROUGHT TO THE ATTENTION OF TOWARDS NEW _ NEW 2ND FL000 - THE ARCHITECT OF RECORD. GUTTERS. 0 NEW IST FLOOR TOP PLATE _ —- EL. NOTE: NEW 15T FLOOR TOP PLAT_ E� " " IN ORDER TO STABILIZE FLOOR —- — - EL. NEW 10 GYPSUM BOARD. ALL PROVIDED ELECTRICAL WORK CONSTRUCTION AND PROVIDE DRAFT IS TO BE INSTALLED N NEW PRI-8m/I2 PERFORMANCE PROPOSED • " STOPPING AND FIRE BLOCKING RATED I-JOISTS 6 12"OC _ HARDY BOARD OR CEDAR PLANKS TYPICAL EXTER WALL CONSTRUCTION NEW ry 2 x 6 TOP PLATE. ACCORDANCE WITH THE 2020 1ST 1=L. STAIR TO BE SELECTED BY HOMEOWNER •NEW SIDING STYLE VARIES(SEE ELEVATION) CONTRACTOR Is To INSTALL coNTINuouS NYSSG,THE 2018 NTEr.�1,aTIONaL PROPOSED L,4NDINCx •NEW V RIGID INSULATION 50AW (R-5) PROPOSED BBL MID-SPANO MB(�J�-FLOOR JOISTS PROPOSED RESIDENTIAL CODE CHAPTER 34 TO Kf TCNEN '- e NEW tY1lEK HOUSE WRAP,SEAMS TAPED (TILE FLOOR AND BEACKSPI.ASH) AT BATH 43 AND THE NATIONAL ELECTRIC �ADROOM� TYPICAL EXTER WALL CONSTRUCTION •NEW I/1" COX PLYWOOD SHEATHING PROPOSED DINING•;: P O PR01/IDE FULL HEIGHT CODE(NEC)/NFPA 10. PROVIDE WEB STIFFENERS STAIRCASE To BE •NEW SIDING SINE VARIES (SEE ELEVATION) - •NEW 2 x 6 WOOD STUDS I6" or- NEW 3/4"CDX PLYWOOD. ROOM Br=Y0ND ►� TILE INSIDE SHOWER BETWEEN JOIST WEBS AND ar 6'-s°MIN •NEW 1"RIGID INSULATION 50ARD (R-5) •NEW 2 x& IR")BATT INSULATION a'WIDE WOOD FLOORING) AND WALL TILE*42' JOIST HANGER LOCATIONS(TYPJ -MROUG44 lr. •NEW TYVEK HOUSE WRAP,SEAMS TAPED REVISION DATE DESCRIPTION •NEV In"GYP.BOARD INTERIOR NEW 2"X 6'BOTTOM PLATE FOR ALL OTHER WALLS. NOTE: 3/4'PLYWOOD SUBFLOOR OVER NEW STAIR •NEW 1/20 CDX PLYWOOD SHEATHING CONTRACTOR TO LIMIT DISTURBING LANDING . " NEW LOAD SEARING WALL THE EXISTING UTILITIES WHILE NEW G.P.I-JOISTS 14'PRI WW2 NEW 1 x 6 WOOD STUDS s lb' o c. NEW PRI-W/12 PERFORMANCE SEE PLAN FOR BEAM LOCATIONS. FJ 0 12"O:C,WITH R-30 BATT. •NEW R-21 (5 1/29 GATT INSULATION EXCAVATING FOR NEW POURED NEW FIN.let FLOOR RAPED I-JOISTS+12"OC CONCRETE STOOP.DISCOVERY OF INSULATION BETWEEN JOISTS. •NEW 1/211 GYP.BOARD INTERIOR 0 L.0-O" - - - ANY EXISTING I.NDERGROLIND UTILITY = __ _ NEW FIN. let FLOOR — — OR FOR M OBJECT IS TO BE Cx Z� PROPOSED .� BROUGHT TO THE ATT'B�TION aF Tl•E � —_ — NEW FIN.CELLAR TOP PLA7�� NEW BASEMENT CEILIN - ARCHITECT OF RECORD. L.-1'-0"- - RECREATION NEW LOAD SEARING WALL. NEW PRI-W/I (CLICK LOCK LUXURY SEE PLAN FOR SEAM PERFORMANCE CELLAR STAIR VMYLPLAWFLOORING) LOCATIONS. RATED I-JOISTS DRYERS TO BE VENTED TO EXTERIOR 49120 OiC. LAND INCH CELLAR WALL 8Y81EMI- ' III -APPLY 'DRYLOK'TO PROPOSED FIND WALL AS PER(R1501a) PROP. CELLAR WALL SYSTEM- < HEADROOM FOR n LAUNDRY -APPLY'ORYLoK't0 PROPOSED FIND WALL PROPOSED PROPOSED - -I AIR SPACE - STAIRCASE TO BE " u . 0 cO PROVIDE GALVANIZED METAL ARAM PAN -1"AIR SPACE FT•: CLOSET LAUNDRI' 61-811 MIN -2 X4 ACQ STUDS• 16 OC W/ACQ SHOE PLATE , UNDER WASHING MACHINE AND CONNECT -2"X4"ACQ STUDS 4 1610C W/ACQ SHOE PLATE i - t0 F1.00R DRAM AS REQUIRED. `• -R-15 BATT INSULATION PROPOSED T1•�OUlaHOUT. -R-B GATT INSULATION ca ROOM -VAPOR 13ARRIER i -YAPOR BARRIER STORAGE NEW STAIR -W GIBOARD 'NATIONAL GYPSUM'MOLD CONSTRUCTION ADMINISTRATION BY: NEW BASEMENT SLAB ;1 -In"rxYPSUM BOARD 'NATIONAL GYPSUM'MOLD RESISTANT � , ; LANDING "': RESISTANT GYP"BOARD(PURPLE BOARD) EL. - 8'-0° ,:':' GYF6UM 50ARD(PURPLE BOARD)OREMtVALENT. MR OEQIyA- CREATE DESIGN BUILD GROUP LLC NEW FIN.CELLAR FLOOR ./LAB ALTEAgTONG T SDOCUMEWEXCWT YALICEMMMOFESSON,LISILLE0AL- NEW CONCRETE FOUNDATION WALL 4 FOOTINCs �. __EL_0'-0 '.... CLIENT: DATE: SCALE: AS SHOWN WITH CONT.WATERPROOF MEMBRANE At NEW 4"THICK PL.SLAB W/6X6 SER GRAIDER 08/17/22NEW CONCRETE FOUNDATION WALL 4 FOOTING PERIMETER AND•5 REBAR DOWELS. +�WELDED WIRE MESH LAPPED PROVIDE CONTT,SILL SEALER<COPPER TERMITE MIN.OF ONE FULL MESH 4 WIRED WITH CONT.WATERPROOF MEMBRANE AT SHIELD UNDER NEW 2"x 6"AIG Q SILL ABOVE TOGETHER 48"OC OVER 6" PERMETER AND 15 REBAR DOWELS. CLIENT!ADDRESS/SCOPE OF WORK WALL AND SECURE 1/2"DIA ANCHOR BOLTS THICK BASE COUME CONSISTING PROVIDE CONT.SILL SEALER 1 COPPER TERMITE 6'-0"O.0 MAX PROVIDE A MIN.OF TWO BOLTS OF CLEAN SAND, DRAWL,OR SHIELD WDER NEW 2'x 6'A.CQ.SILL A50VE PER SILL AT 12"MR FROM EA CORNER CRUSHED STONE, WALL AND SECURE I "DA MAX PROn DEI A MANCHOR BOLTS a Kok mjp'k OF TWO BOLTS SED PER SILL AT 120 MIN.FROM EA CORNER SECTION IAI SECTION '5' RESIDENCE SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" 410 AQUAVIEW ROAD EAST MARION, ROOF TO 4'VENT THROUGH ROOF NEW YO RK 11939 NEW HALL NEW MASTER BATHROOM 2' BATHROOM ADDITION/ 2' 2' --------I-------- -----7--------T----1----�----- � RENOVATION 2n1 1 VV; 11441 2-1i 1110 , 1 Ill',' 11 V2" I I I I I I 1 I { 1 1 I I I 1 1 I I I I I I I L I i i L�i4V I I i ARCHITECTURAI ED A ARCHITECT OF RECORD (� J� DAVID CHAGNON 1 1 I I I 1 '1 C� ARCHITECT ` TEL:1.649-764-3376 NEw i TUB i 0\5 P-(R1 C/t C, NEW WC Y' NEW I L 2" 2° �� ��—' /y SHOWER 2ND FLOOR e��i A „►. 2" 3n 2' 211 3' 2' 22 If * A'' O Z NEWU' ` ` �.= �-d DAVID BATH �ni--?'-- zp� I--— --- ---20-I}------�11nn KITCHEN �T� 042839 y0Q- CHAGNON 1 1 I I I O C^ "ALTERATION OF THIS DOCUMENT /� EXCEPT BY A LICENSED 1 1 1 I 1 N VROFESSIONAL IS ILLEGAL" I I IOW NEw ig NEW 1 I DISHWOWER STATUS NEW NEW I WL 2. 1' 1 V2' FIRST FLOOR f i I SHEET TITLE 2" 3" 2" �IU NEUJ BATH -- ° SECTS im 11 V2' 2'1 111211 Nat 1 111 TO 5'MAN mRAWImmG O' Np% 1 LAV.I C.I.HOUSE DRA 1 AND PIPE 10%L U 11R.m, OB I®��`��!. 1 I I NEWSHOWER 1 2" BASEMENT R I 1:0 2' 3' SANIGRND PUMP SYSTEM DRAWING No. SHEET No. PLUMBING RISER 7 SCALE: N.T.S. Am7OF 10 I i CREATE DESIGN/BUILD PRINCIPAL/ARCHITECT OF DESIGN: MICHAEL MUNOZ 631 -464-6668 12" USE A MINIMUM OF I12 THREE 8d NAILS THIS .00 SIDE OF TRUSS. .01 ° I SIMPSON MODEL ° METAL OR 1�-1/"W 20ga. ° \ 0 0 ' Fi �° o � — ADJUSTA5L HANGER 1 RIDGE D3 RUCTUR4L RIDGE ° �o�' ° r, C A � SIMPSON STROM11Cs-TIE r SIl IPSON S7RONCs-TIE SIMPSON STRONG-t1E 8d NAILS ° SIMPSON ` o LSU26-2X6 LSTAIS WITH(3)8d COMMON NAILS LSU26-2X6 INTO ° STRONG-TIE AC \ LSSU28-2X8,2X10)OR 2X12 LOCATED AT EACH END OF STRAP LSSU28-2X8,2XI0AR 2XI2 °Oo LSTAi8 WITH (3)8d COMMON NAILS THREE SIMPSON LOCATED AT EACH END OF STRAP 8d NAILS STRONG-TIE H T jj d �IURP�,4NE sTR4aP JOIST PosT CONNECTIONS \ SIMPSON STRONG-TIE H1Z �� SiMPSON STRONG-TIE AG OR 1-i/4" x 20 ga.STRAP SIMPSON STRONG-TIE Hl MST27 ND2A `\ \ o ° ° ° CS20 AT CORNERS V •� ° ° 1000 \ ..`I SIMPSON MODEL y' MST27 OR 1-1/2"W 20ga1 (DMETAL STRAP i I (D 1=�CE MOUNT I-1�4N�ER �IIP R►41=TER 8 POST �3,4sE r \� �� SIMPSON STTZONG-TIE LUS 28 �� SIMPSON STRONCs-t1E HRG 22 � SIMPSOht STRONG-TIE ABA44 � a ' LTP4 �\ * BP a II GRADE CUT p9 Sim PSONCOi�ER PLATE \ LENGTH s LENGDTH MST21 STRAP CONNECTION DETAIL BP " SIMPSON STRONG-TIE MST2'i OR 1-1/2" WITH 20 ga.METAL STRAP SHPSONSTFZ%TIESTAP ANCHOR BOLT.NAILS I'(48" OCAROI SLAB). NBBrUD SU�A PLACED AT EACH REVISION DATE DESCRIPTION FOR SMILE STUD INSTALLED MST27 , CLESPAN ODEOVER OF TOP Sim K OM �SC31; �F_N JOIST �:ST R%METAL STRAP (H) �)OF STRAPI2"MM. WALL Wt. BEARING ON STUD SURFACE PLACED AT W-IN 2'-4' 48" O.G.WITH LTP4 ATTACHING MUDSILL TO L1 V �;1�. 8;m' MST27 END N10 asp RIM JOIST LENGTH SIMPSON CS20 OR ' SIMPSON MODEL MST21 OR i-1/2" WITH 20 c�a. 1-1/4" 20 GA. GALV. METAL STRAP(4)8d NAILS 12°MIN.BEARING •• ° STRAPPING MIN. 12" ON STUD SURFACE PLACED AT EACH STUD. ON STUD SURFACE b (3 - 8d NAILS AT EA. _ END OF STRAP) DO) I E STM o SILL PLATE TO FOUNDATION SIMPSON STRONG-TIE MST21 OR 1-1/2" WITH 20 !2 METAL �� STUD TO STUD CONNECTION Dli� STUD TO STUD CONNECTION CONSTRUCTION ADMINISTRATION BY: R905.25 FASTENERS PLACED AT 48 O C 12" MIN BEARING ON STUD SURFACE SIMPSON STRONG-TIE CS20 " SIMF'SOhI STRONG-tIE GS20 STRAP(4)ed NAILS 1TIREADED I=. CREATE DESIGN BUILD GROUP LLC FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL, A<TCAAT°N°FTM.00«^e+* �*BYA LICENSED PROFE$90NALIS LLEoar' ALUMINUM OR COPPER ROOFING NAILS,MIN.12 GAGE SHANK W/A MIN.8"HEAD CLIENT: DATE: SCALE: ASTMFI667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND I SEFI GRAIDER 08/17/22 AS SHOWN A MIN.OF 4"INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN 4" THICK.THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING R905.26 ASPHALT CLIENT/ADDRESS/SCOPE OF WORK ROOF SHINGLES SHALL HAVE A MIN.OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN ONE OF THE FOLLOWING CATEGORIES-THE BASIC WIND SPEED PER R301.2(4)IS 110 1 OIL SEE PLAN FOR 2-STORY APPLICATIONS MIN.20 GAUGE i� �-CONNECTION FOR MPH OR GREATER AND THE EAVE IS 20'ABOVE GRADE R905.27 FOR ROOF SLOPES FROM COIL STRAP. 1 HEADER SIZE. TWO VERTICAL UNITS IN 12 UNITS HORIZ.UP TO FOUR UNITS VERT.IN 12 UNITS HORIZ. FRAME OPENING FOR PROPOSEU UNITS SHALL BE TWO LAYERS. NEW WINDOW OR ;I EXTERIOR DOOR UT488TZ FIOLDOU�I WITH SST-816 ANGFIOR BOLT E PROVID JOIS SIMPSON CS20 OR R En.S I LD elm:1IRME C SIMPSON CS20 OR HANGERS AT 1-1/4" 20 GA. GALV. p� 1-1/4" 20 GA. GALV, RIM JOIST TO STRAPPING MIN. 12 ATe6'OC,AT EDGES�#121 AT EXTERIOR PIMD A.COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED STRAPPING MIN. 12" FLOOR JOIST " " ON STUD SURFACE (LUS28) ON STUD SURFACE B.NAILS SPACED AT 6 OC AT EDGES 12 AT INTERMEDIATE SUPPORTS EXCEPT 6 AT SUPPORTS (3 - 8d NAILS AT EA. A Gam•BOARD AT r-IN THE WITH Sd COOLER NAIL6 Or - T SPANS AU 48"OR MORE.FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLE (3 - 8d NAILS AT EA. AT EDGES AND I0'OL.M tl FIELD BOARD DIAGRAMS AND SHEAR WALLS,REFER TO SECTION 2305.NAILS FOR WALL SHEATHING END OF STRAP) END OF STRAP) ARE PERMITTED TO BE COMMON,BOX OR CASING. OR —/ U1,4LL sEC I"1ENT DETAILC.COMMON OR DEFORMED SHANK. 41O AQUAVI EW ROAD *="V� I'-0" D.COMMON. EAST MARION, E.DEFORMED SHANK. Y>�R F.CORROSION RESISTANT SIDING OR CASING NAILS. G.FASTENERS SPACED 3"OC AT EXTERIOR EDGES AND 6"OC AT INTERMEDIATE SUPPORT. SIMPSON STRONG-TIE CS20 AND LUS28 NEW YO RK 11939 H.CORROSION RESISTANT ROOFING NAILS WITH 16"DIA HEAD AND 1 1'°,LENGTH FOR 2 1 '' A p �• SHEATHING AND 1 4"LENGTH FOR Z"SHEATHING. }'�15 NE,41DER COI�INEC I IONS L CORROSION RESISTANT STAPLES WITH NOMINAL 1G CROWN AND I s LENGTH FOR a 1� 1/4 MIN 20 ga.COIL STRAP SHEATHING AND 1 z"LENGTH FOR 21"SHEATHING.PANEL SUPPORTS AT 16"(20"OF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL UNLESS OTHERWISE MARKED) ADDITION/ J.CASING OR FIN]SH NAILS SPACED 6"ON PANEL EDGES,12"AT INTERMEDIATE SUPPORT. K.PANEL SUPPORTS AT 24".CASING OR FINISH NAILS SPACED 6"ON PANEL EDGES,12"AT INTERMEDIATE SUPPORTS. C 0 N N E C T 1 0 N A N D N A I L I N G S C H E D U L E Table 301 .7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS RENOVATION L FOR ROOF SHEATHING APPLICATIONS,8D NAILS ARE THE MIN.REQ'D FOR WOOD STRUCTURAL WITH FINISHED CEILING ATTACHED TO RAFTERS L/ID FASTENERS DOUG-FIR LARCH i SO PNE UPLIFT SPRUCE-PME-FIR UPLIFT PANELS. UPLFT ALLOWABLE LOADS'a LOAD ALLOWA5LE LOADSI,2 LOAD INTERIOR WALLS AND PARTITIONS H/180 M.STAPLES SHALL HAVE MIN'CROWN WIDTH OF t6"' AVERAGE LATERAL WTH LATERAL U714 ARCHITECTURAL _—�; ARCHITECT OF RECORD TO TO TO UPLIFT 8d x I� UPLIFT ed x l� ! DAVID CHAGNON N.FOR ROOF SHEATHING APPLICATIONS,FASTENERS SPACED 4"OC AT EDGES,8"AT ULT (133A6m) (133A60) 2 FLOORS L/360 RE ARC ARCHITECT MODEL RAFTER$/ PLATES STUDS NAILS NAILS TEL:t 6ae-T64337s INTERMEDIATE SUPPORTS. NO, 6a. TRUSS (133) (160) F, F, 133 4 160) (133) MO) FI Fz 133 4 160) CEILINGS WITH BRITTLE FINISHES (INCLUDING Gj "7/ O.FASTENERS SPACED 4"OC AT EDGES,8"OC AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND PLASTER and STUCCO) L/360 \ '(Rt CK C J` WALL SHEATHING AND 3"OC AT EDGES,6"AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING. HI 18 6 8d x 14, 4-8d --- 1958 49m 585 485 165 455 400 40m 415 140 31m CEILINGS WITH FLEXIBLE FINISHES (INCLUDING P.FASTENERS SPACED 4"OC AT EDGES,8"AT INTERMEDIATE. N2 IB 5-8d --- 5-Sd im40 335 335 --- - __. .__ L/240 -- 335 230 23m 23m GYPSUM BOARD) H25 to 5-8d 5-8d --- 1300 415 415 50 ISO 415 365 365 W Tam 365 ALL OTHER STRUCTURAL MEMBERS L/240 * 0 * ' EXTERIOR WALLS - WIND LOADS °MATH PLASTER H/360 _ -Z�l MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS H25a le 5-ad 5-ad --- 11W 600 bm0 110 00 480 520 535 AO 110 4W OR STUCCO FINISH 1 REFER TO TABLE R301.4 OF THE RESIDENTIAL CODE OF NEW YORK STATE a NjL .L8'3'� `/ DAVID ( � H3 8 4-ed 4-ed --- 1433 455 455 @5 16m 41<i 320 31m lm5 14m 29m EXTERIOR WALLS - WIND LOADS WITH OTHER BRITTLE FINISHES H/24o OQ2a39 �� CHAGNON -^, USE LIVE LOAD DEAD LOAD 44 20 4-Sd 4-8d --- 11144 360 360 165 160 360 235 235 440 135 135 1 EXTERIOR WALLS - WIND LOADS °WITH FLEXIBLE FINISHES H/12010 e OF N�Vv 'ALTERATION OF LICENSFDDOCUMENT LINTELS SUPPORTING MASONRY VENEER WALLS L/600 (- tV[� PROPE83IONAL 8ILLEGAL" EXTERIOR BALCONIES 60 PSF 10 PSF H5 � 4-8d 4-8d ___ 1485 455 465 IS 200 455 265 265 Imm no 265 DECKS 40 PSF 10 PSF NOTE: L = SPAN LENGTH, H = SPAN HEIGHT PASSENGER VEHICLE GARAGES 50 PSF AS PER PLAN 16A 1e 3-8d 3-8d --- Smm 350 420 15 18m 2W 245 245 100 120 110 A.FOR T14E PURPOSE OF THE DETERMINING DEFLECTICN LIMITS HEREIN,THE WIND LOAD SHALL BE STATUS ATTICS WITHOUT STORAGE ROOF BELOW 3 PITCH 10 PSF 10 PSF --- FEWITTED TO BE TAKEN AS 01 TIMES THE COMPONENT AND CLADDING(AEC)LOADS OBTANED ATTICS WITH STORAGE ROOF BELOW 3 PITCH M6 16 --_ g_Sd �� 3se3 sly s5m 650 1e5 elm 560 ---20 PSF 10 PSF - FROM TABLE FW12(1). ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF H1 16 4-8d 2-8d 8-ed 2SSI SO say 4m0 --- --- WO $45 345 --- --- B.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWCE THE LENGTH OF THE CANTILEVER SLEEPING ROOMS 3O PSF 10 PSF C.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED N ROOFS OR IUALL.S OF SUNROOM ADDITIONS STAIRS 40 PSF 10 PSF H8 IB 540d x 1 5.10d x 1% --- 2472 620 145 --- --- --- 530 5b5 --- - --- OR PATIO COVERS,NOT SUPPORTNG EDGE OF GLASS OR SAOWICH PANELS,THE TOTAL LOAD SHEET TITLE DEFLECTION SHALL NOT EXCEED L/60. FOR CMTIN=S ALUMINUM STRUCTURAL MEMBERS GUARDRAILS AND HANDRAILS 200 PSF 1 10 PSF HW 18 4-WV14 x I k 5-WSJ x I --- 2812 815 815 b80 125 --- 155 155 6W 125 --- SUI=1mORTING EDGE OF GLASS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED LA15 FOR EACH GLASS LITE of L/60 FOR THE ENTIRE LENGTH OF THE MEMBER WHICHEVER IS MORE STRINGENT. ROOF LOADING LIVE-GROUND SNOW LOAD 30 PSF HIO 18 8-8d x 1111 -8d x I .-- 3M Wm 9W Be 525 --- 180 850 5M 450 --- ROOF VENTILATION REQUIREMENTS HIM 18 8-ed x I Iy -Sd x I --- 3135 W0 sum 585 525 - 18m 85m 5M 450 --- M0-2 18 b-imd 6-10d _.. 2441 160 160 455 335 --- 655 655 39m 340 --- §RR806.1 Ventilation required. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to I N AW11A the underside of root rafters shall have cross ventilation for each separate space by ventilating openings protected against Hoz 18 -Ibd x 2 -Ib ---d x 2 V: 50M 830 830 525 160 --- 115 16 450 655 --- STRA P the entrance of rain or snow. Ventilating openings shall be provided with corrosion-resistant wire mesh, with 1/8 inch (3.2 mm) minimum to 1/4 inch (6.M mm) maximum openings. PE)E T A L §RR806.2 Minimum area. The total net free ventilating area shall not be less than 1 to 150 of the area of the space ventilated except that the total area is permitted to be reduced to 1 to 300, provided at least 50 percent and not more than 80 percent of the required ventilating area is provided by ventlators located in the upper portion of the space to be ventilated at least 3 feet(914 mm) above eave or cornice vents with the balance of the required ventilation provided by eave or cornice vents. As an alternative, the net free cross-vent0ation area may be reduced to 1 to 300 when a vapor barrier having a transmission rate not exceeding 1 perm (57.4 mg/sm2Pa) is installed on the warm side of the ceiling. §RR806.3 Vent clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. A DRAWING No. SHEET No. minimum of a 1-inch (25.4 mm) space shall be provided between the insulation and the roof 8 sheathing at the location of the vent. A 80OF 10 I I I CREATE DESIGN/BUILD PRINCIPAL/ARCHITECT OF DESIGN: MICHAEL MUNOZ 631 -464-6668 12"MAX' 12"MAX' ••SIA�SON^HDUS 2-16d COMMON 6"MIN. 6"MIN. NAILS®6"O.c. DEAD LOAD A86U"1PT0,151 ROOF/GEILNG ASSEMBLY DL ■ 5 f DEAD LOAD ASSUMPTIONS:ROOF ASSEMBLY DL ■ 10 f FOR n FULL LE TH NG OF STUD. THFEE SECOND GUST WIND SKEp ROOF LIVE °o !, ISW100 110 120 130 140 50 LOAD GROUND SNOW LOAD ° 20 PSF 30 PSF 11 50 PSF 1 10 FM 12 ° FRAMING SPACING ROOF SPAN NUMBER OF ed C)MMCN NAILS or Id BOX NAILS a d ..° d- ° <a .. .,.d.. 10 llnJ (Ft.) ROENIAIL.ED)REQUIRED M EACH RAFTER ROOF SPAN lfU ALTERNATE a 9. ° d d AND/OR CEILING JOIST 1,2 3 4 D Z4 36 Tl 24 36 D 24 36 D 24 36 COLLAR TiE - TO TOP PLATE CONNECTION o a° a c RAFTER SLOPE RAFTER NUMBER OF 16d COMMON NAILS or 40d BOX NAILS ## ## 4: .f_::=;•`._' 12 1 1 1 2 2 2 3 3 SPACING; PER FEEL JOINT COINNECTIONi•2.21AS 6 " ALL STRAPPING TO BE 1 1/4 X 2O GAUGE STL 16 1 1 1 2 2 3 3 3 W ;.. : SIMPSON EQUIVALENT- CS20 ( COILED STRAP ) B�cG 2® t I 2 2 2 3 3 4 ALTERNATE 12 24 1 1 2 2 3 3 4 4 12 4 1 10 4 8 12 6 e 11 8 5 22 COLLAR TIE ENDWALL. 25 1 1 2 2 3 4 4 5 3:12 16 5 9 13 5 10 5 8 5 22 10 20 29 AT RAPIER TO RIDGE CONNECTION. ,p 32 1 1 2 3 3 4 5 5 1W 6 11 16 6 12 18 9 18 21 12 24 35 36 1 2 2 3 3 4 5 6 24 1 13 i9 e 5 23 n 22 33 5 29 44 FOR STRAP - 3 8d COMMON NAILS®EA. END OF STRAP .'• 12 1 1 2 2 2 3 3 4 D 3 5 8 3 b 9 5 9 13 6 11 TT FOR NOTED COLLAR /CLG. TiE - 3 10d COMMON NAILS 0 EA. W 1 1 2 2 3 3 4 4 16 4 1 10 4 8 Tl 6 n R 8 5 22 20 1 1 2 2 3 4 4 5 4'D IW 4 8 2 5 9 14 1 14 20 9 18 21 AT RAFTER TO TOP PLATE TO STUD CONNECTION. :.`: 16 24 1 2 2 3 3 4 5 6 24 5 10 5 6 Tl T1 9 IT 25 n n 33 FOR STRAP - 3 Sd COMMON NAILS EA, END OF STRAP 28 1 2 2 3 4 5 5 6 D 3 4 b 3 5 1 4 1 10 5 9 14 FOR TOENAIUNG - 5 &i COMMON NAILS. 5/8" ANCHOR BOLT ® 32M O.C. FOR 1 STORY 36 2 2 3 4 4 b 1 8 5:T1 16 3 6 6 3 6 9 5 9 14 6 12 iS FOR C.J. TO R.R. - 11 16d COMMON NAILS N FOR 5 PITCH ) 1W 4 1 10 4 8 11 6 a 16 1 t4 21 p 5/8" ANCHOR BOLT 0 32 O.C. FOR 2 STORY P 1 1 2 2 3 3 4 4 24 4 6 12 5 9 14 1 14 20 9 15 21 9 16d COMMON AILS ( FOR 8 ITCH ) 17/8'21 DIN.THREADED ROD EMBEDDED FOR C OF EA. PLATE TO PLATFORM ABOVE - 1 16d COMMON NAILS 016" D.C. IZ o INTO CONCRETE W/"SIMPSON'AT 16 1 1 2 2 3 4 4 5 12 3 3 5 3 4 5 3 b 8 4 1 10 1) MIN. 7° EMBEDMENT INTO CONCRETE I HIGH STRENGTH PROXY ADHESIVE) 20 1 2 2 3 4 4 5 b I FOR TEMPS OF 40-FUSE'•SIMPSON"AT 16 3 4 b 3 5 1 •¢ 1 10 5 9 L3 AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION W/3" SQUARE WASHERS AND END NUT SETUP c HIGH STRENGTH ACMI-IC ADHESIVE). 192 24 1 2 2 3 4 5 6 1 1:12 192 3 5 1 3 6 8 4 8 12 5 10 5 ( ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS ). 28 2 2 3 3 4 5 b 8 24 3 6 9 4 1 10 5 10 5 1 13 19 2) ANCHOR NOTED HEREIN ARE TO BE USED FOR 4-IOLDOWN CONNECTION let FLOOR 32 2 2 3 4 5 b 1 8 FOR STRAP - 3 8d CONMON NAILS 0 EA. END OF STRAP OR REPLACED H HOLD DOWNS FOR USED FORALLS. 2 36 2 2 3 4 5 1 8 9 12 3 3 4 3 3 4 3 4 6 3 5 8 12 1 2 2 3 3 3 5 5 %12 16 3 3 5 3 4 5 3 5 8 4 1 10 FOR C OF EA. PLATE TO PLATFORM ABOVE - t e C OF EA. PLATE TO �: 192 3 4 6 3 4 6 3 b 9 4 8 O 3)1 - ANCHOR BOLT IS TO BE LOCATED BETWEEN 16 1 2 2 3 3 4 5 6 PLATFORM BELOW - 1 16d COMMON NAILS ®16" O.C. «; 20 2 2 3 3 4 4 6 1 24 3 5 1 3 5 B 4 8 11 5 1m 5 6" MIN. TO 12" MAX. FROM ENDS OR CORNERS. AT STUD TO FLOOR ASSEMBLY TO SILL PLATE ( S ) CONNECTION. ' 2-16d COMMON - ^SIMPSON^HDUS 24 ,4NC�-TOR >30LT Gi iGATIOht NAILS t�6^O.C. 24 2 z z 4 4 5 1 8 12 3 3 3 3 3 3 3 3 5 3 4 6 of S7-L I LENGTH 28 2 2 3 3 4 5 8 12:12 16 3 3 4 3 3 4 3 4 b 3 5 8 FOR STRAP - 3 8d COMMON NAILS ®EA. END OF STRAP 32 2 2 3 4 5 6 9 - PIZ 3 3 4 3 3 5 3 5 1 3 6 9 °° 36 2 3 4 4 5 6 - - 24 3 4 5 3 4 6 3 6 9 4 8 n FOR C OF EA. PLATE I 16dPLA COMM ° L -PRESCRIPTIVE LIMITS ARE BASED ON ASSUMP'tiONS N TABLE 3A L -NAILING REliJIREEiRfB SHALL BE PMIIT1ED TO BE REDUCED 2%IF NAILS ARE CLINCHER PLATFORM BELOW- 1 t6d COMMON NAILS 816"O.C. 2.-TABULATED UPLIFT CONNECTION RECxDRE TENTS ASSUME A 13UIl.DNG LOCATED N EXPOSURE B. i-HEEL JOINT c�tION ARE NOT FEa WD WHEN �8 BY A L.OADWARWs WALL, AT STUD TO FLOOR ASSEMBLY TO SILL PLATE (S) CONNECTION 3.-TABULATED UPLIFT CONNECTION RWUMMB8 AWME A ROOF AMID CEILING ASBt?1BI.Y DEAD LOAD OF FADER OR RIDGE BEAM DESIGNED TO W51ST TIE APPLIED SLAB ON GRADE APPLICAiiON. 9 pal(0b0 x 5 PeF,9 poll IF A CEILING ASSEMBLY 5 NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT CONNEC1Ep To TIE ROOF ASSEMBLY,TI-E TABULATED NIMER OF NAILS SHALL BE INCREASED BY 3.- �SUPFM of iFE RiFTER is PROVIDED BY VERTICAL 81RUi8 OR Pl1eLN5 TO A PLYWOOD SHEATHING - I NAIL AT EACH END OF TIE STRAP TABULATED FEEL JONT COMIECTION REQUIRE�TRB SHALL 13E PERMITTED TO FOR STRAP - 3 8d COMMON NAILS ®EA.END OF STRAP " :, 8d COMMON NAILS 4.-1MTNAMAM ASTM A653 GRADE 33 STEEL STRAP. TO BE R�FW15=10HIALLY TO 11 E REDUCTION N SPAN. FOR C OF EA. PLATE TO PLATFORM BELOW- 1 16d COMMON NAILS 816 O.C. •": �•y: ;: @ 6"O.C.EDGE&FIELD ;.' 4.-EaJIVALERT COffCTIM ARE REC,L, FOR CELN's JOIST TO CEILING JOIST LAP SPLICES. TED NML JONT GR'EW10N ARTS DO NOT NMUDE THE ADDM0NAL.NEW OF THE CEiLNG BLOCKING Q °p A55EtBL.Y. ENDWALL. b.-tASA.,ATED FEET.JONT COMECflON 1.EQIiREMI NTS ASSUME CEILING JOISTS OR F�0.�TEATiEB ARE L%1ED AT THE BOTTCM OF TI$ATTIC SPACE WHEN CEILING JOISTS OR RAFTER T1E6 ARE HK+FIFR N TFE ;I ATTIC SPACE,NO ATTIC STORAGE 18 ASSUMED AND THE TABULATED FEEL JOINT CONNECTION REMIMINTS 3 TYPICAL SECTION p T A i L 8 HOLD DOWN (PRESCRIPTIVE ALTEWATIVE TO TABLE 3A) MHAI BE Nc�ASED BY THE F0110 G FAL°I'OlZ% TIME SECOND T WIND SPEED 85 9rD 100 1� 120 130 140 50 �L HEICi7T,,,UriMW ADalSrrfxr " 3 V1 2 §SRR402.2 Concrete. RAFTER WALL Mr-41' NU"�ER OF ed COMMON NAiLS or Wd Box NAILS T T 1/3 CEiLNGJOIST (PU ROENAILED)REWIREDNEAC4RAFTER Is U5 REVISION DATE DESCRIPTION Concrete shall have a minimum specified compressive SPACING AND/OR CEILING JOIST yr 12 P P 2X4 CONTINUOUS �'1 w I sIMF•soN'•HDus 12�a M0 W strength shown in table RR402.2(1)Concrete subject LATERAL BRACE SHEARWALL SECS- DETAIL ITYP.) lint TO TOP PLATE CONNECTION � �+�- III��RAFrtR eELOII THE RAFTER 11E5 MAY 1 3/4 INGa WHEN RAFTER TIES AT 6'O.C. NOTE:ALL STRAPPING.ANCHORS.HOLDOWNS 8- ARE LWII ED ABOVE Q TIV R*GF TFE RIDGE I iGHT,HR,OR lU 1V Hc18 GREATER THAN 2 fEET AND to weathering as indicated in table RR301.2(1) ADHESIVES TO BE INSTALLED AS PER 12 8 2 2 2 2 3 3 3 3 MAY REQUIRE ADDITIONAL CONSDERATIOW MANUFACTURERS SPECIFICATIONS. shall be air entrained as specified in table I0 2 2 2 2 3 3 3 3 RR402.2. The maximun weight of fly ash,other pozzoland,silicia I-�O�DOI�I CO1��l�CT101�1 2nd FLOOR fume,or slag that is incluided in concrete mixtures for garage floor TRUSS OR CEILING JOIST 16 B 2 2 3 3 3 4 4 4 slabs and for exterior porches, corpot slabs,and steps that will II 4L", YWOOD SHEATHING 10 2 2 3 3 3 4 4 4 be exposed to deicinc chemicals shall not exceed the percentage 2-IOdNAILS OMMON NAILS Pic,&-EM(WP I P g 24 8 3 3 4 4 5 5 5 5 aw el m c,pwleirom6"O.C.EDGE&FIELD of the total weight of cementitious materials.Materials used i -- 10 3 3 4 4 5 5 5 6 B�iVA e�THIM to produce concrete and testing there of shall comply with the SOLID BLOCKING L -PRESCRIPTIVE LIMITS ARE BASED ON A°.,81A'wrM N TABLE 3A a r a r a r a r a r a r a r a r applicable standards listed in ACI 318. In GABLE END TRUSS 2.-TABULATED CONNECTION RI ECUI�ENT8 ASSUME A IWILDNG LOCATED N EXPOSURE B. "A�°�r� �'m hmr MAL OPACMI11M8Ca•e•MNAUa ad aMNAU' addition to the cements permitted by ACI 318, cement complying 5 d COOLER NAILS HOLD DOWN 3.-WHQR CEILING JOIST$ARE INSTALLED PARALLEL TO RAFTERS,TIE BRIM OF TIE TOE-WAILS N THE RAFTER aW AND CELNG JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAIL8 REQUIRED. WEROR MNE >: s n s a s n s n s a .6 a 6 a s n with ASTM C 1157 is permitted. AT 5 O.C. GYP.BOA I 4.-TO AVOID SPLITtNG,NO MIDRE THA1R 2 TOE-NALS M44LL BE N5TALLED N EACH SIDE OF A RAFTER OR r � a s n 6 a s a � a • n * a & a CEILING JOIST WFEN FASTENED TO A 2 x 4 TOP PLATE OR 3 TOE-NAILS N EACH SIDE Uhl FASTENED TO 2X4 BLOCK NAILED TO EACH TO A 2 x 6 TOP PLATE b2 s n s n s a s n s n s n 6 n s rr` CONSTRUCTION ADMINISTRATION BY: §RR403.1.4 Miriimuri depth.. All exterior footings and foundation BRACE WITH 4-IOd NAILS 24 s a s n s a s n s n s n s is s n' systems shall extend below the frost line specified in Table RR301.2(1)all 5dCOOLER ow X" n • a .6 a e a s d 6 o s 0 s • s • NAILS@7"O.C. Io-sa .� 6NEARWALL SECS. DETAIL ITYP-) tk� CREATE DESIGN BUILD GROUP LLC exterior footing shall be place at least 12 'inches (305mm) bellow the NAILS ` n ` n ` ° s n 6 s e 6 s • s 1¢IDCsE TENSION RIDGE BOARD OR , , ° 1Y4 X 20 G.A. W s n s n s n s s s s s s s s 4 4 undisturbed ground. STRAP-----' $TRAP RIDGE BEAM'? f4 , , ' 4 ° "KTEMT°N Or MSD°WMEME DATE: SCALE: Sp E°AL- NOTE: s n i n s � f i • s s 4 4 4 4 CLIENT: DATE: SCALE: §RR404.I Concrete,and masonry foundation Walls. I-SHEATHING AS PART OF SHEARWALL SEGMENT(SW.S.) RAFTER or - ' ENDWALL a �u � s s s s s ♦ s 4 4 � � " " ■ SEFI GRAIDER 108117/221 AS SHOWN foundation Wd115 shall be selected and constructed in accordace with STUDS WHERE NOTED ON FLOOR PLAN,SHALL BE CONTINOUS FROM s s • s s • s i s s s s s s • s, SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. srd,1 CLIENT/ADDRESS/SCOPE OF WORK the provisions of this section or in accordance with ACI 318 or ACI �� 8d COMMON NAILS @ 6"O.C.EDGE&FIELD INTERIOR ZONE eFeATNMY 80 RAFiER/IRmeOMM WIDER ER OF adCa*MNALeorWdMRMAU 530/ASCE 5/TMS 402. 2-HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF STRUCTUREDEAD LOAD AWLIMPTIONS:ROOF ASSEMBLY DL■ f f khmaw IM arr §RR404.4.6.1 GENERAL. c�A�t��� �.�r� A� UNLESS OTHERWISE NOTED. abQet~eIIAtNNr� n-Ie2 , , , , , , , 1 Reinforcing steel shall meet the requirements a CEILING 15RAC l`G GABLE ROWALL 3-SEE CONSTRUCTION DETAIL 2(NAILING AND STRAPPING) ® PERIMETER ZO1vE THREE SECA�D�T WhRp SPEED 0 W � lie 120 130 140 50 WLAMMSVAI Nft V.W s s s a e � a sLF,%11, R 0 Ph S E r of ASTM A 615, a 616, A 617 or 766 The minimun yield strength of v &DETAIL 4(HOLD DOWN&CONK). GABL,EALL E-iMILSPACING PMBr0M(W reinforcing steel shall be 40,000 psi (Grade 40) (276 MPa). Vertical (EDGE ZONE). ROOF IDITCH ROOF SPAN NIA�ER OF Bd COMMON NAILS or 10d 13OX NAILS r-H&SFACMAT NIN"MIN WPORM NM?A*L MD(W SID" !I?J N EACH END OF 1-V4.81RA1'1'2A4,%6,7RE and horizontal wall reinforcements shall be place no closer to the L• NeR,norel�A,�l+aunal4► rorn�ra�e,�eEDaEcrn�Iror,Nalean4l�TaNaACNeBEanfl�orrEMcne4roarre ,ERa�oexa�ATTAcrerr outside face of the wall than one-half the wall thickness. Steel ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 2" 2'-o"O.c. I T-O"O.C. I OE M nE� TABLE R301.7 t-TA�eIIATEo n Nat on NaL ePAra4s AeeuMEe eleAT►eld A1TAdeA ro RM°1ER/name RMAMINs Nrrrteas tulN a its P'OR PRAMIN6 IItN e,M: reinforcement for foundation walls shall have concrete cover in -I I 12 1 1 2 2 2 3 3 4 6PACN MOLL INMUWTo6 OEeoa N I-TACILATPD s NCH on MIL OPACM Ae&M ffATHND ATTACHED ro RARER/MW FRAI'M MOM q1N GlaAE:Fm HMMIMG ME em Wnl OAt.4 j A^ne NAIL accordance with AC 31 EL STRUCTURAL MEMBER ALLO ° ° 16 1 2 2 2 3 4 4 5 WACM SHALL W Er ICED ro 4 INCHES Or- ° ° ° 3:12 20 2 2 2 3 4 4 5 b 4-TAdiATED 4 rr)1 OL NAL ePACNb A IEIrS6 eFEA1NMlli ATTAa4 A ro tPAF(Ele/name PRiM1Adf4 Mt�laElM6IunP 9 SIft FOR MMAMiPt3 Mtl1• M WN O 0.$A%M HAL LIGHT FIXTURE REQUIREMENTS: RAFTERS HAVING SLOPES GREATER THAN 3 / 12 WITH L / 180 24 2 2 3 3 4 5 6 1 VAC►Yre SHALL as F DIXED ro e Nave on NO FINISHED CEILING ATTACHED TO RAFTERS I T-o"o.C. I \fW/�WASHER OCARRIAGE BOLT(MIN.) r-o"O.C. 38 2 2 3 4 5 6 1 8 e-TAMAMD UAL ePAC*WAWLMAWIDNSLOWWNOrVIR1M 9 410 AQUAVIEW ROAD &NUT(TYP.) 32 2 3 3 4 5 1 8 9 E5§ 02.1.3 Recessed lighting fixtures.When installed in the building envelope, INTERIOR WALLS & PARTITIONS H / 180 36 2 3 4 5 6 1 9 - TIMCAL BOLT PATTEI-t FOR FLITCH PLATE 12 1 1 1 2 2 2 3 3 TN!l��GOT EAST MARION, recessed fixtures shall meet one of the following requirements: FLOORS AND PLASTERED CEILINGS L / 360 S Z0 1 2 2 2 3 4 4 5 womgsc� ro eo No W ve do ;W NEW YORK 11939 1. Type IC rated, manufactured with no penetrations between theinside of the 4:12 24 2 2 2 3 3 4 5 6 STIMICTUM;AL&4EATI4M4 recessed fixture andceiling cavity and sealed gaskeeted to prevent air leakage ALL OTHER STRUCTURAL MEMBERS L / 240 NOTE: 28 2 2 3 3 4 5 6 1 a r E r e r a r e r a r a r E r into the unconditioned space. EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH L / 360 1. FOR GABLE ROOFS 10' TO 45' PITCHES. 336 2 2 3 4 5 6 1 8 SEATHMLDCATION� b�a�un I WWNAI VMCM"Edr� INAUor eaWXNAU' 2. Type IC or non--IC rated, installed inside a sealed box RIDGE PLATFORM FRAMING ONLY. M 1 I I 1 2 2 2 3 cWWI OAL) YP EXTERIOR WALLS - WIND LOADS a WITH BRITTLE FINISHES L / 240 2. SEE FASTENING SCHEDULE A FOR NAILING 16 1 1 1 2 2 2 3 3 NIERIOR ae n IN EA. ZONE. s a s a s a s a s n 6 a s 12 s a ADDITION/ constructed from a minimun 0.5-inch-thick (12.7mm) gypsum wallboard 20 I I 2 2 2 3 3 4 r � n . n s n � n 4; n s n s n s n or constructed from a preformed polymeric vapor barrier,or other EXTERIOR WALLS - WIND LOADS a WITH FLEXIBLE FINISHES L / 120 5:12 24 1 2 2 2 3 3 4 5 , air-tight assembly manufactured for this purpose, while maintaining §RR303.3 Bathlroom water closet compartment 28 1 2 2 3 3 4 5 5 24 s n s a s n s a ` n s n s I 6 n RENOVATION 9 Y P P 9 NOTE: L - SPAN LENGTH. H - SPAN HEIGHT and other similar rooms shall be provided 32 2 2 2 3 4 4 5 6 PEFSTMEDaEz�ME y required clearances of not less than 0.5 inch 12.7 from with aggregate *glazing area in windows s n n s n e a • n a s n a q ( ) 36 1 2 3 3 4 5 b 1 that 3 inches (76mm) from insulation material. a = THE WIND LOAD SHALL BE PERMITTED TO of not less than 3 square feet (0.279 m2), e 6 n s a s n s a s n s a s n s Q BE TAKEN AS 0.7 TiMES THE COMPONENT AND one-half of which must be openable. 12 1 1 1 1 2 2 z 2 24 6 a a a s n s n s p s o s a s CLADDING LOADS FOR THE PURPOSE OF THE 16 1 1 1 2 2 2 3 3 ARCHITECTURAL _�nL: DAVHITECTOFRECORD 3. Type IC rated, in accordance with ASTM E 283 no more than 2.0 cubic DETERMINING DEFLECTION LIMITS HEREIN. 24 1 1 2 2 2 3 3 4 ���D ARC DAVIDCHAGNON 190ARD SWA1HM6 or LAP GO Nb ARCHITECT yP EXCEPTION: The glazed areas shalt not be 6:12 24 I I 2 2 3 3 4 4 '� /y TEL:1.646-7643376 feet per minute (cfm) (0.944 L/s) air movement from the conditioned required where artificial light and a machanical 28 1 2 2 2 3 4 4 5 IIWAiHN5KIE RAFTFRnRmeSPACN6 NunIMCPSidCCMI` NNAUoradOMNA a �� 11Ck C -1 space to the ceiling cavit .The lighting fixture shall be tested at ventilation system area provided. the minimum 32 2 2 2 g g 4 5 5 ceII&ANod P� y9 P 9 Y 9 9 ventilation rates shall be 50 cfm(23.6L/s) for 36 2 2 2 3 4 4 5 6 <C/ Q 0 1.57 psi (75 Pa) pressure difference and shall be labeled. TOP PLATE SPLICE REQUIREMENTS ATTIC SPACE. intermittent ventilation air from t e space M.aeeeeHEATl41n U-24 2 : 2 2 2 2 9 1 Q /A -A FOR WIND EXPOSURES B&C shall be exhausted directly to the outside. D I 1 1 I 1 2 2 2 bWl.AIe R&4EAnM Q-24 ► 3 s a 5 ! s 3 ONE STORY SLAB ON GRADE 20 1 1 2 2 2 3 3 3 a-NAL SPACM AT PANEL WIM W * 1°' Q 1:12 -12.12 BUILDING MIN.SPLICE §RR303.7 and R303.8 Stairway i'IlAlirlif[ft>sa[trbon. � j � Z 2 3 3 4 4 r-NALePACR1aATM1�lAtEAIrPORteNhlP'4rN'rIG.O(N TABLE 402.2 and exterior stairways shall be provided with (n �- DIMENSION LENGTH 32 2 2 2 3 3 4 4 5 L-�I�1�1Mi� 4IMCFM M4POMFMME19EWOMWATTA RWffdWIRIBMISSWlECPEED. «< DAVID o means to illuminate the stairs, including � CHAGNON TOP PLATE SPLICE LENGTH the landings and treads. Interior starways 36 2 2 2 3 3 4 5 6 L-TABU M0OICHOGNMLSPAr.MMOLrE "ATHNSATTAMIED6M MiEl;tP IMSWMIRAl.lMR M4mMMB•ewwrrie,R�}M�TNENALEPACNa 8eF 042g39 Q� MINIMUM SFECIED COMPRESSIVE STRENGHT OF CONCRETE EEP1111A TO6WIWIor. 9)• 12'-0" 2'.0" BLOCKING "O.C. shall be capable of illuminating tha tread and L -TABULATEDC016Ci REQUIRET•1 M814ALLBEP173'MEDTOBEAMLTIRED13Y0.10FORFRAMNG s.rOREX1fO![ORPMB61)N3MLVANDIDDODfNALeI1WLi.11EP90hRTEDWISEeIWITI IR)ROa}mNALS � 4 -ALTERAnONOFTHISDOCUMENT 16'-0" 3'-0" BACK@4'-0"O.C. landings to levels not less than 1O foot NOT LOCATEDWrMNSFEETOFBUILDINGCOS F NEvv EXUPTEYALICEWED MINIMUN SPECIFIED 20'-0" 4'.0" candles (108 Ix) measured at the center of L-TABULATED RDGE COMECTION LOADS ASSUME A BUILDING LOCATED IN EXPOSURE 4-TAd1A1®NAL ePAGtY16 AEE1lEAE1lLDIrNLOGMI�NE)agOeMED ►ROFEe810NAL ILLEGAL" TYPE OR LOCATIONS OF 24'-0" T-0" treads and landings. Exterior stairways 3,-TABUATEDCON MIONR affl !ENTSAIMBASEDONTOTALU°LIFTMINUS01POFTWROMASSE'1BLY CONCRETE CONSTRUCTION COMPRESSIVE STRENGTH A(fc) 28'-0" 5'-0" P 9 DEAD LOAD l0.6xIVpoll,� shall be provided with an artificial light Weahering potentialb 32'.0" 6'-0" source located in the inmediate vicinity STATUS 4-T 1 COMECTION f,1IIRE1 ETRTBABED VALUES A B NCH RIDGE STRAP SPACING, MOW: WITH FINISHED CEILING ATTACHED TO RAFTERS au -36'-0" 7'-0" of the top landing of the stairway. Fa`AG Srw1P BPACM�LI-TIPLY TFIE T TED VAL1E8 BY THE APPROPRIATE HJLTI TER BEL014 Exterior stairway providing access INTERIOR WALLS AND PARTITIONS H 180 40'-o" i3'-o" SECOND FLOOR. R11XaE STRAP eraclNG Clry >z rb Tt12 24 ,� / from the outside grade level shall be provided 50'-0" 10'-0" FLOORS with an artificial light source located in the MTW_TiPLIER toe L33 L60 ZOO 4DPJ L/360 SHEET TITLE Basement wall, foundations and other 60'-0" 12'-0" W immediate vicinity of the bottom landing 5.-91ENTI-ET TED101BEROFNAIL6 IREDNEAC14ENDCFM STRAP 15MALTOI CEILINGS WITH BRITTLE FINISHES (INCLUDING 2,500 2,500 2,500c 70"-0" 14'-0" of the stairway. L/360 concrete not exposed to the weather 80'-0" 16'-0" B TTAA'EDMACCORDANCF WITH PLASTER and STUCCO) Basement slabs and interior slabs on QED EXCEPTION: An artificial light source is not required CEILINGS WITH FLEXIBLE FINISHES (INCLUDING L 240 at the top and bottom landing, provided an b.-W1�R A COLLAR TIE 18 USED N EU OF A RIDGE$MAP 1FENEW NOT EXCEF TA NMBER OF 10d COMMON RIdIRiE1II, GYPSUM BOARD) / rode except garage floor slabs 2,500 2,500 2,500c BLOCKING artificial light source is located direct) over MW OF THE�R XA 'a � �pLID NA g P g g g Y ELL 5 oR THE OF I OF THE TIE NEED NOT TIE BACK @ 4'-0"O.C. each stairway section. A&LATED NdtE1ER OF i®d BOX TRAtLB N A 81EE1 TRAP ALL OTHER STRUCTURAL MEMBERS L/240 Basement wall, foundation wall, exterior wall TOP PLATE SPLICE REQUIREMENTS 'L-1-V4"20 GAGE RIDGE STRAP WALL EEOF ASTM A653 GRADE 33 STEEL OREGUIVALENT. EXTERIOR WALLS - WIND LOADS °WITH PLASTER H/360 OR STUCCO FINISH FOR WIND EXPOSURES B&C o CODE Al and other vertical concrete work exposed 1 - TABULATED SPLICE LENGTHS ASSUME TOP PLATE- EXTERIOR WALLS - WIND LOADS WITH OTHER BRITTLE FINISHES H/240 2,500 3,000d 3,000d ALL OTHER CASES to the weather. TO - TOP PLATE CONNECTIONS USING 2 - 16D NAILS PER FT. EXTERIOR WALLS - WIND LOADS °WITH FLEXIBLE FINISHES H/1200 FOR SHORTER SPLICE LENGTHS, THE NAILS SPACING Porches, carport slabs and steps BUILDING MIN.SPLICE SHALL BE REDUCED IN ORDER TO PROVIDE EQUIVALENT FIRST FLOOR. LINTELS SUPPORTING MASONRY VENEER WALLS e L/600 DIMENSION LENGTH NUMBER OF NAILS. NOTE: L = SPAN LENGTH, H = SPAN HEIGHT exposed to the weather,and garage 2,500 3,000d,e 3,500d,e to floor slabs. 12'-0" Y-0" 2 - TABULATED SPLICE LENGTH ASSUME A BUILDING TI-E WIND LOAD SIHALL BE -16'-0" 4'-0" LOCATED IN EXPOSURE (B). A PPEFMITTED TAKEN A5 0.1 TM T14E FLV;rOW OF THE S i E COMPCINFNT AND CLA DEFLECTION LtMrM DIN51(AM)LOADS OBTAINED For S:I1 pound per square inch =6,895 KFA. 20'-0" 5'-0" PROM TABLE W120). a.At 28 day psi. 24'-01; 6'-0" 3 - TABULATED SPLICE LENGTHS ARE BASED ON 8 FT. Y P WALL HEAIGHTS FOR OTHER WALL HEIGHTS, (H) B.FOR CANTILEVER MEMBERS,L SMALL BE TAKER A5 TuaCE THE LENGTH OF tHIE CANTILEVER b.See Table RR301.2 1 for weathering potential. 28 .0 7 0 THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BLOCKING 2 BAYS C.FOR AWIRM 5TRUCTURAL.MEMBERS OR PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS ( } g P 32'-0" 8'-0" BACK @ 4'-0"O.C. c. Concrete in these locations that may be subject to freezing and 36'-0" 9'.0" BY H/8. OR PATIO 844AL,NOT SUPPORTING EDGE OF CONTINUOUS OR 5ANDWiNL PANELS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED U60. FOR CONTINUOUS AI..UMNUM STRUCTURAL MEMBERR thawing during construction shall be air-entrained in accordance 40'.0" 11'-0" 4 - TOP PLATES SHALL BE MINIMUM OF STUD GRADE MATERIAL SUPPORTING EDGE of GLASS,THE TOTAL LOAD DEFLECTION RUNIC NOT EXCEED L/r15 FOR EACH with footnote d. 50'.O" 16'-0" 9 SPL.ICiNrs O� TOP PLATE BLOCIGit At ENDWA4LL GLASS LITE a U60 FOR THE ENTIRE LE7JCPTTI OF THE MEMBER WHICHEVER 15 MORE STRI RT. DRAWING No. SHEET No. d.Concrete shall be cir entrained.Total air content (percent by volume 70"-0° 19'.01, OF 10 I � i CREATE DESIGN/BUILD PRINCIPAL/ARCHITECT OF DESIGN: MICHAEL MUNOZ LOVV-RISE RESIDENTIAL COMPLIANCE PATH SECTION M1601 .4 - DUCT INSTALLATION SECTION R402.4-AIR LEAKAGE. (MANDATORY) 631 -464-6668 SECTIION COMPLIANCE PATH M1601.4.1 JOINTS, SEAMS AND CONNECTIONS. LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS IN METALLIC R402.4 AIR LEAKAGE(MANDATORY).THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1 AND NONMETALLIC DUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN SMACNA HVAC DUCT CONSTRUCTION STANDARDS-METAL AND THROUGH R402.4.4. 402 (R402) BUILDING FLEXIBLE AND NAIMA FIBROUS GLASS DUCT CONSTRUCTION STANDARDS.JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS,AND R402.4.1 BUILDING THERMAL ENVELOPE.THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS R402.4.1.1 AND R402.4.1.2.THE SEALING METHODS BETWEEN DISSIMILAR ` MANDATORY + TOTAL UA ALTERNATIVE_ CONNECTIONS IN DUCTWORK SHALL BE SECURELY FASTENED AND SEALED WITH WELDS, GASKETS, MASTICS(ADHESIVES),MASTICPLUS- THERMAL ENVELOPE MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. r EMBEDDED-FABRIC SYSTEMS, LIQUID SEALANTS OR TAPES.TAPES AND MASTICS USED TO SEAL FIBROUS GLASS DUCTWORK SHALL L MP R402.4.1.1 INSTALLATION. THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS LISTED IN TABLE R402.4.1.1 SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SECTION R403.3 - SYSTEMS MANDATORY BE LISTED AND LABELED IN ACCORDANCE WITH UL 181AAND SHALL BE MARKED "181A-P"FOR PRESSURE-SENSITIVE TAPE,"181 AM" INSTRUCTIONS AND THE CRITERIA LISTED IN TABLE R402.4.1.1,AS APPLICABLE TO THE METHOD OF CONSTRUCTION.WHERE REQUIRED BY THE CODE OFFICIAL,AN APPROVED THIRD PARTY DUCTS AND AIR HANDLERS SHALL BE IN ACCORDANCE WITH SECTIONS R403.3.1 THROUGH FOR MASTIC OR"l81 A-H"FOR HEAT-SENSITIVE TAPE. SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. R403.3.5. DUCT CONNECTIONS TO FLANGES OF AIR DISTRIBUTION SYSTEM EQUIPMENT SHALL BE SEALED AND MECHANICALLY FASTENED. R402.4.1.2 TESTING.THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR.TESTING SHALL BE R403.1 CONTROLS(MANDATORY). CRIMP JOINTS FOR ROUND METALLIC DUCTS SHALL HAVE A CONTACT LAP OF NOT LESS THAN 1 INCH (25 MM)AND SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCALS).WHERE REQUIRED BY THE CODE OFFICIAL,TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND MECHANICALLY FASTENED BY MEANS OF NOT LESS THAN THREE SHEET-METAL SCREWS OR RIVETS EQUALLY SPACED AROUND THE JOINT. PARTY.A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PERFORMED COOLING SYSTEM. TAPES AND MASTICS USED TO SEAL METALLIC AND NONMETALLIC FLEXIBLE AIR DUCTS AND FLEXIBLE AIR CONNECTORS SHALL COMPLY AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE.ONCE VISUAL INSPECTION HAS CONFIRMED SEALING (SEE TABLE R402.4.1.1), OPERABLE R403.1.1 PROGRAMMABLE THERMOSTAT. WITH UL 181 B AND SHALL BE MARKED 181 B-FX" FOR PRESSURE-SENSITIVE TAPE OR 181 BM"FOR MASTIC. FITTINGS USED IN WINDOWS AND DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE FRAME PRIOR TO THE TEST. THE THERMOSTAT CONTROLLING THE PRIMARY HEATING OR COOLING SYSTEM OF THE COMBINATION WITH FLEXIBLE AIR DUCTS AND AIR CONNECTORS SHALL HAVE A FLANGE LENGTH OF NOT LESS THAN 2 INCHES(51 MM) FOR DURING TESTING: - DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON CONNECTION OF THE FLEXIBLE DUCT. FLEXIBLE DUCT INNER CORES SHALL BE INSTALLED NOT LESS THAN 1"(25MM) ONTO THE FITTING PRIOR 1. EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS SHALL BE CLOSED, BUT NOT SEALED, BEYOND THE INTENDED WEATHERSTRIPPING OR OTHER INFILTRATION A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES TO TAPING AND APPLICATION OF THE MECHANICAL FASTENER. MASTIC SHALL BE APPLIED IN ACCORDANCE WITH THE MASTIC CONTROL MEASURES; OF THE DAY.THIS THERMOSTAT SHALL INCLUDE THE CAPABILITY TO SET BACK OR MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO PULLING THE INNER CORE ONTO THE FITTING AND APPLYING THE MECHANICAL 2• DAMPERS INCLUDING EXHAUST, INTAKE,MAKEUP AIR, BACKDRAFT AND FLUE DAMPERS SHALL BE CLOSED, BUT NOT SEALED BEYOND INTENDED INFILTRATION CONTROL MEASURES; TEMPORARILY OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN TO 550F FASTENER.NONMETALLIC MECHANICAL FASTENERS FOR USE WITH FLEXIBLE NONMETALLIC AIR DUCTS SHALL COMPLY WITH UL 181 B AND (13°C)OR UP TO 85OF(29OC).THE THERMOSTAT SHALL INITIALLY BE PROGRAMMED BY THE SHALL BE MARKED 181 B-C.WHERE NONMETALLIC MECHANICAL FASTENERS ARE USED,THE FITTINGS SHALL BE BEADED.THE 3. INTERIOR DOORS,IF INSTALLED AT THE TIME OF THE TEST, SHALL BE OPEN,ACCESS HATCHES TO CONDITIONED CRAWL SPACES AND CONDITIONED ATTICS SHALL BE OPEN; MANUFACTURER WITH A HEATING TEMPERATURE SET POINT NO HIGHER THAN 70 F (21 C)AND A COOLING TEMPERATURE SET POINT NO LOWER THAN 78OF(26OC). INSULATION AND OUTER VAPOR BARRIER OF FLEXIBLE DUCTS SHALL BE SEALED TO THE FITTING USING 2 WRAPS OF APPROVED DUCT TAPE OR 4. EXTERIOR OPENINGS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE CLOSED AND SEALED; R403.1.2 HEAT PUMP SUPPLEMENTARY HEAT(MANDATORY). A MECHANICAL FASTENER IN PLACE OF,OR IN CONJUNCTION WITH,THE TAPE. 5. HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE TIME OF THE TEST,SHALL BE TURNED OFF;AND HEAT PUMPS HAVING SUPPLEMENTARY ELECTRIC RESISTANCE HEAT SHALL HAVE CONTROLS CLOSURE SYSTEMS USED TO SEAL ALL DUCTWORK SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS'INSTRUCTIONS. 6. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE FULLY OPEN. THAT, EXCEPT DURING DEFROST, PREVENT SUPPLEMENTAL HEAT OPERATION WHEN THE EXCEPTIONS: EXCEPTIONSA.ADDITIONS LESS THAN 500 SQUARE FEET OF CONDITIONED FLOOR AREA.2.ADDITIONS TESTED WITH THE EXISTING HOME HAVING A COMBINED MAXIMUM AIR LEAKAGE RATE HEAT PUMP COMPRESSOR CAN MEET THE HEATING LOAD. 1. SPRAY POLYURETHANE FOAM SHALL BE PERMITTED TO BE APPLIED WITHOUT ADDITIONAL JOINT SEALS. OF 7 AIR CHANGES PER HOUR.TO QUALIFY FOR THIS EXCEPTION, THE DATE OF CONSTRUCTION OF THE EXISTING HOUSE MUST BE PRIOR TO THE 2009 WASHINGTON STATE ENERGY R403.3.2 SEALING (MANDATORY). 2. WHERE A DUCT CONNECTION IS MADE THAT IS PARTIALLY INACCESSIBLE, THREE SCREWS OR RIVETS SHALL BE CODE.R402.4.2 FIREPLACES. NEW WOOD-BURNING FIREPLACES SHALL HAVE TIGHT-FITTING FLUE DAMPERS OR DOORS,AND OUTDOOR COMBUSTION AIR.WHEN USING TIGHT-FITTING DOORS DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED.JOINTS AND SEAMS SHALL EQUALLY SPACED ON THE EXPOSED PORTION OF THE JOINT SO AS TO PREVENT A HINGE EFFECT. ON FACTORY-BUILT FIREPLACES LISTED AND LABELED IN ACCORDANCE WITH UL 127,THE DOORS SHALL BE TESTED AND LISTED FOR THE FIREPLACE.WHERE USING TIGHT-FITTING DOORS ON COMPLY WITH EITHER THE INTERNATIONAL MECHANICAL CODE OR INTERNATIONAL 3. FOR DUCTS HAVING A STATIC PRESSURE CLASSIFICATION OF LESS THAN 2 INCHES OF WATER COLUMN (500 PA), MASONRY FIREPLACES,THE DOORS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 907. RESIDENTIAL CODE,AS APPLICABLE. ADDITIONAL CLOSURE SYSTEMS SHALL NOT BE REQUIRED FOR CONTINUOUSLY WELDED JOINTS AND SEAMS AND R402.4.3 AIR LEAKAGE OF FENESTRATION.WINDOWS, SKYLIGHTS AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FOOT(1.5 EXCEPTIONS: LOCKING-TYPE JOINTS AND SEAMS OF OTHER THAN THE SNAP-LOCK AND BUTTON-LOCK TYPES. L/S/M2),AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT(2.6 L/S/M2),WHEN TESTED ACCORDING TO NFRC 400 OR AAMAIWDMA/CSA 101/1.S.2/A440 BY AN ACCREDITED, 1.AIR-IMPERMEAEILE SPRAY FOAM PRODUCTS SHALL BE PERMITTED TO BE APPLIED WITHOUT M1601.4.3.1 SUPPORT FLEXIBLE AIR DUCTS AND AIR CONNECTORS SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED 4 FEET INDEPENDENT LABORATORY AND LISTED AND LABELED BY THE MANUFACTURER. REVISION DATE DESCRIPTION ADDITIONAL JOINT SEALS. (1219MM)WHERE INSTALLED HORIZONTALLY AND 6 FEET(1829MM)WHERE INSTALLED AS VERTICAL RISERS AND SHALL BE INSTALLED IN EXCEPTIONSA. FIELD-FABRICATED FENESTRATION PRODUCTS(WINDOWS, SKYLIGHTS AND DOORS).2.CUSTOM EXTERIOR FENESTRATION PRODUCTS MANUFACTURED BY A SMALL BUSINESS 2 FOR DUCTS HAVINGA STATIC PRESSURE CLASSIFICATION OF LESS THAN 2 INCHES OF ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE ADC FLEXIBLE DUCT PERFORMANCE&INSTALLATION PROVIDED THEY MEET THE APPLICABLE PROVISIONS OF CHAPTER 24 OF THE INTERNATIONAL BUILDING CODE.ONCE VISUAL INSPECTION HAS CONFIRMED THE PRESENCE OF A GASKET, STANDARDS.SUPPORTS SHALL BE NOT LESS THAN 1.5 INCHES(38MM)IN WIDTH AND THE SAG BETWEEN SUPPORTS SHALL NOT EXCEED OPERABLE WINDOWS AND DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE FRAME PRIOR TO THE TEST.R402.4.4 COMBUSTION AIR OPENINGS. IN WATER COLUMN(500 PA),ADDITIONAL CLOSURE SYSTEMS SHALL NOT BE REQUIRED FOR SNAP CLIMATE ZONES 3 THROUGH 8,WHERE OPEN COMBUSTION AIR DUCTS PROVIDE COMBUSTION AIR TO OPEN COMBUSTION, SPACE CONDITIONING FUEL BURNING APPLIANCES,THE CONTINUOUSLY D JOINTS AND SEAMS,AND LOCKING-TYPE JOINTS AND SEAMS OF 1/2"{13MM) PER FOOT OF DUCT LENGTH BETWEEN SUPPORTS. APPLIANCES AND COMBUSTION AIR OPENINGS SHALL BE LOCATED OUTSIDE OF THE BUILDING THERMAL ENVELOPE,OR ENCLOSED IN A ROOM ISOLATED FROM INSIDE THE THERMAL OTHER THAN THE SNAP-LOCK AND BUTTON-LOCK TYPES. SECTION R403.4 MECHANICAL SYSTEM PIPING INSULATION (MANDATORY). ENVELOPE.SUCH ROOMS SHALL BE SEALED AND INSULATED 1N ACCORDANCE WITH THE ENVELOPE REQUIREMENTS OF TABLE R402.1.1,WHERE THE WALLS, FLOORS AND CEILINGS SHALL R403.3.2.1 SEALED AIR HANDLER. MEET THE MINIMUM OF THE BELOW-GRADE WALL R-VALUE REQUIREMENT.THE DOOR INTO THE ROOM SHALL BE FULLY GASKETED AND ANY WATER LINES AND DUCTS IN THE ROOM AIR HANDLERS SHALL HAVE A MANUFACTURER S DESIGNATION FOR AN AIR LEAKAGE OF NO MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 105DF (41OC) OR BELOW 55OF (13OC)SHALL BE INSULATED TO A MINIMUM OF R-3. INSULATED IN ACCORDANCE WITH SECTION R403. THE COMBUSTION AIR DUCT SHALL BE INSULATED WHERE IT PASSES THROUGH CONDITIONED SPACE TO A MINIMUM OF R-8. MORE THAN 2 PERCENT OF THE DESIGN AIR FLOW RATE WHEN TESTED IN ACCORDANCE WITH R403.4.1 PROTECTION OF PIPING INSULATION. EXCEPTIONSA. DIRECT VENT APPLIANCES WITH BOTH INTAKE AND EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE.2.FIREPLACES AND STOVES COMPLYING WITH SECTION R402.4.2 ASHRAE 193. PIPING INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT CAUSED BY SUNLIGHT, MOISTURE, EQUIPMENT AND SECTION R1006 OF THE INTERNATIONAL RESIDENTIAL CODE.R402.4.5 RECESSED LIGHTING. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE TYPE R403.3.3 DUCT TESTING (MANDATORY). MAINTENANCE AND WIND,AND SHALL PROVIDE SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL.ADHESIVE IC-RATED AND CERTIFIED UNDER ASTM E283 AS HAVING AN AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM (0.944 L/S)WHEN TESTED AT A 1.57 PSF (75 PA) PRESSURE DIFFERENTIAL AND SHALL DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY ONE OF THE FOLLOWING TAPE SHALL NOT BE PERMITTED. HAVE A LABEL ATTACHED SHOWING COMPLIANCE WITH THIS TEST METHOD.ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE CONSTRUCTION ADMINISTRATION BY: METHODS: - INTERIOR WALL OR CEILING COVERING CREATE DESIGN BUILD GROUP LLC 1. ROUGH-IN TEST:TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL -"" •ALT�ATONOFTM,DOCUMENT EXCEPT BYALICENSMPROFeSSO AL.aL"AL- OF 0.1 INCH W.G.(25 PA)ACROSS THE SYSTEM, INCLUDING THE MANUFACTURER S AIR - -� ="-A 1' �• CLIENT: GATE: SCALE: -''•� �'°� '��"���� SEFI GRAIDER 08/17/22 AS SHOWN HANDLER ENCLOSURE IF INSTALLED AT THE TIME OF THE TEST.ALL REGISTERS SHALL BE _"-i rC TAPED OR OTHERWISE SEALED DURING THE TEST. - �-� --r ,g eta¢l -e�: Eeal , CLIENT/ADDRESS/SCOPE OF WORK fit+,,n �ryi�i�I�► iF' » to �"�YP �i:31I t r i rp�5r 2. POSTCONSTRUCTION TEST:TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE a s INCLUDING THE � �` �3 n C'(�O C'E� e..,�. - - ,.. _r... _ - � - w p- DIFFERENTIAL OF 0.1 INCH W.G. (25 PA)ACROSS THE ENTIRE SYSTEM, INC _t-->' °� x_ Ga-kei t+Jil'> lnt.� bayPROruSED MANUFACTURER S AIR HANDLER ENCLOSURE. REGISTERS SHALL BE TAPED OR OTHERWISE .,, -- Ceiling drywall tape.d " O' OCE .----`"" SEALED DURING THE TEST. 10 ti%atl drywall 1.0 ESID > •A DUCT 1R LEAKAGE TEST SHALL NOT BE REQUIRED WHERE THE DUCTS AND AIR '` • "="B- "' EXCEPTION. A HANDLERS ARE LOCATED ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE. -- Dry eiall caulked, tit ue•d ►G� Ifz y tt y` or gaskeled to top plate '���{ t .: {- •�� `� - lair l U In I�E°� 1t n ` '��'p ��L�1 �' -�3^?� !�f� k LT OF THE TEST SHALL BE SIGNED BY THE PARTY � - A WRITTEN REPORT OF THE RESULTS , ��'''� _ ''. ``- CONDUCTING THE:TEST AND PROVIDED TO THE CODE OFFICIAL. -- 410 AQUAVI EVi/ ROAD R403.3.4 DUCT LEAKAGE(PRESCRIPTIVE). =- C7ryti"tail caulked, ql ued y x "` ;` ;_ . t434,ng 11�nie - _- . . -� EAST MARION, lr - ; �. , , ERE MEASURED IN ACCORDANCE WITH SECTION �" or t,�asketed to boll Om plate `- ,x NEW YORK 11939 THE TOTAL LEAKAGE OF THE DUCTS,WHERE r R403.3.3, SHALL BE AS FOLLOWS: I' - Bottom plate caullked or 1.ROUGH-IN TEST:THE TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CUBIC FEET PER gaskelpct t4 slahflocr §� k aj MINUTE 113.3 L/MIIN PER 100 SQUARE FEET 9.29 M2 OF CONDITIONED FLOOR AREA WHERE , ADDITION/ ( ) ( ) THE AIR HANDLER IS INSTALLED AT THE TIME OF THE TEST.WHERE THE AIR HANDLER IS NOT f ---- Sub'loor glued, caulked or gasketed I s 1 ,r+� =-� + I RENOVATION INSTALLED AT THE:TIME OF THE TEST,THE TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL ,1 to rim joist rim closure ! I , TO 3 CUBIC FEET PER MINUTE(85 LIMIN) PER 100 SQUARE FEET(9.29 M2)OF CONDITIONED ( t ARCHITECTURAI _ ARCHITECT OF RECORD FLOOR AREA. °' - 'Rim joirt'rrim closure caulked or ` ,� ' I � �'' _ I Ep q DAVIDCHAGNON 1 J I e _ -. ��� C � � TECT TEL:1ARCH1446 764.3376 , ' 2. POSTCONSTRUCTION TEST:TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CUBIC ' ? 5 �R k c 9 P P FEET PER MINUTE(113.3 UMIN) PER 100 SQUARE FEET(9.29 M2) OF CONDITIONED FLOOR AREA. " n'I caulked, gluedr R40315 BUILDING CAVITIES MANDATOR ( Y1 rda kated to tt p pl�ale ` b''" � � ,- l c o � I t%,.� � ��:>�I� a. all wore p�nr•lrati.�ns * � BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. ; DAVID I I 9 39 0 CHAGNON 0428 • I - ; a F�+' � .� .' •-{' i i + ` O F Wr "ALTERATION OF THIS DOCUMENT NG EXCEPT BY A LICENSED PROFESSIONAL ISILLEGAL" X f�t'�I +3". f, ,�r. L'.� CI17�"Il/ f 11`,�*h oint STATUS A , �,^npt�l.ln or a��i'h cl'1'•rfU fern 7'n*lt•Eta!t Cac�tke 1, of tj ;� car C.,wC r PIaIol C.,�r.:I'inl " SHEET TITLE r' cgasketod to b3lklom Plate ' Bottom plalQ caull d 4r On •"r"►rl" �� �` I !- � ; - S' j=?-d F'l~Wit'- elenicll lb4+Y cdaskcted to subfloor W.1!'f - - -i oil Or• c r>t`a O E Oft ! - --- Sub'loor glued, caulked or gasketod ; '` ' r.,# brnItzlrl' ri GIs k1. = '`, G to rim joist,rim closure .stud In tt"I,�"..l,: sl` "a l� •. ��' (� I! 1;�1 I lalm ca ( _°St'rrtrn Closure caulked ` I r� J > I 1�( i ;_ T E S I or g keled to sill plate rP f ft i 011 !'IF:*f:t .+ r s fi APR 13 2023 . -T-�I Sill late Installed over sill �taJ'�et 1 I � In I �`: 0 i;�Y'�';�o:-s�.�lri.,L® DRAWING No. SHEET No. Ty ical Air Barrier Detail Typical Drywall Air Barrier Detail Electrical Back Box Air Barrier Detail M1 = 10 Scale-N.T.S. 2 Scale N.T.S. 3 Scale-N.T.S. 10 OF I I PROJECT TITLE AMEMMENT CREATE DESIGN/BUILD PRINCIPAL I ARCHITECT OF DESIGN: MICHAEL MUNOZ P ROPOSED R ESIDE N C E 631 -464-6668 NEW RESIDENCE Cc-I n��, 41 0 A U A I E R O A D t ` , , �,$ EAST ARI O ATE YO RK 11 9 39 PROPOSED FRONT ELEVATION SCOPE OF WORK ti, THIS APPLICATION PROPOSES A NEW 2 STORY RESIDENCE WITH A FULL FINISHED BASEMENT. THE NEW RESIDENCE 15 COMPOSED OF 4 BEDROOMS, 4 FULL I t- 1 �;Au-11 BATHS, LIVING ROOM, DINING ROOM, AND KITCHEN. THE NEW CONSTRUCTION WILL REQUIRE TREE REMOVAL -7 AND GRADING OF THE EXISTING SITE INCLUDING THE F INSTALLATION OF DRYWELL5. ® � �� -A °�S,P i t - DISCLAIMER !! IJILDINS PLA EVIE NOTE_W N TOWN OF SOUTHTHE ENCLOSED DOCUMENT FOR 0 Vi MINIMUM ACCEPTABLE PLAN SUBMITTAL Wft� REQUIREMENTS OF THE TOWN OF SOUTHOLD AS F-I SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE OF THE STATE OF NEW FORK. THIS REVIEW 10 DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE. Ap THE SEAL AND SIGNATURE OF THE DESIGN PROFESSIONAL HAS BEEN INTERPRETED AS AN ATTESTATION THAT, TO THE BEST OF THE LICENSEE'S BELIEF AND INFORMATION, THE WORK IN THE DOCUMENT IS: REVISION DATE DESCRIPTION 0 ACCURATE 0 CONFORMS WITH GOVERNING CODES APPLICA5LE AT THE TIME OF SUBMISSION. 0 CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND PU5LIC. WELFARE, 10 IS THE RESPONSIBILITY OF THE LICENSEE. BUILDING CODE NOTES THESE PLANLIANCS AND THE SPECIFICATIOIN5 TO l;;K STATE THE 5E5T 5UIL OFDING CODE MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT ARE IN CLIMACTIC AND G EOG RAP H I C D ES I G N ---- COMPE WITH 2020 NEW r0 . GINERAL Nff& (S) 16.PROVIDE COPPER TERMITE SHIELD AND SILL SEALER, PROVIDE PROTECTION OF WOOD and WOOD BASED (P) 5. HEATING AND AIR CONDITIONING REQUIREMENTS SHALL BE COORDINATED WITH THE (C) 29. ROOF AND VALLEY FLASHING TO BE INSTALLED AS PER R905. 2. 8 FLASHINGS. FLASHING TAI F-'W2M CLtUTIC AND GEOGRAF14C MISAN CRITERIA-(IREFOIX COLINT'r) CONSTRUCTION ADMINISTRATION BY: PRODUCTS FROM DECAY ON ENDS OF GIRDERS ENTERING MASONRY or CONCRETE ON BOTTOM and 1/2* on OWNER'S HN.A.C. CONTRACTOR PRIOR TO COMMENCING ANY WORK. FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION. FLASHING SHALL BE APPLIED WIND D"VA(G) 1. THE ARCHITECT/ ENGINEER OF RECORD AND CONSULTANTS HAS NOT BEEN RETAINED FOR THE (P) 6. PLUMENG SYSTM SHAH BE INISTkILED N ACCORDANCE V.r! TPE PEr.xJ!RaAqII7_ "I StE."TlE ILLNUFACT"IM'VOES cn� END AS PER R317. in ACCORDAM-17 161-1-1 TH21z SEC-mon AND THE A-SMAL . -1-1111, a SEMMC FROST UMM IM 814EW FL= AN RREIMSIM of wis PIMAIECT. (S) 17. THE EXTERIOR SURFACE OF ALL FOUNDATION NAILS BELOW GRADE (EXCEPT SLAB AREAS)SHALL BE OF CHAPTERS 23-33 OF THE 2020 NYS RESIDENTIAL CODE. FRINTED INSTRUCTIONS. R905. 2. & 1 BASE AND CAP FLASHING. BASE AND CAP Flamnts CREATE DESIGN BUILD GROUP LLC (G) 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FILE FOR AND OBTAIN ALL IDMN I LSE "MM "*"ATMW 94ZAIII MEI ANAL DAMP-PROOFED WITH AN ELASTIC COAL TAR BASF SELF PRIMING BITUMINOUS PLASTIC CEMENT. (P) 7. MECHANICAL SYSTEMS SHALL 13E INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS FLASHING SHALL BE INSTALLED IN ACCORDANCE WTH THE MANUFACTURER'S INSTALLATION LOAD vmmzow CA715f,,OW? wAimew. pmM TEFME' 1EIV. III INDFU 11", REQUIRED APPROVALS AND POUTS FROM ANY AND ALL GOVERNING AGENCIES HAVING PROVIDE PERIMETER RIGID INSULATION TO CODE K ALL FOUNDATION WALLS. OF CHAPTERS 12-23 OF THE 2020 NYS RESIDENTIAL CODE. IHSTRJCTIONS. BASE FLASHING SHALL BE OF OTHER CORROSION-RESISTANT METAL OF 20 111 W VULT NO NO I MILE FROM COAST 19CF3 MOD TO IEE VELOU YES CALL 11-E FI sm SrF JUIRMCTION OVER THIS PROJECT. (S) 18. BEARING PLATES SHALL BE PROVIDED FOR SLED.RESTING ON MASONRY. (p) B. FUEL GAS SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS NINIMJM NOMINAL 0.019-INCH (0.483 MM) THICKNESS OR MINERAL-SURFACED ROLL ROOFING ANDFIRE ISLAIV Ft 5% WAVY EKA"NEM 0FI CLIENT: DATE: SCALE: (G) 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL (S) 19. MINIMUM STEEL PROTECTION 3/4- FOR SLABS, I-FOR INTERIOR FACE WALLS, 1-1/2- FOR BEAMS AND OF CHAPTER 24 OF THE 2020 NYS RESIDENTIAL CODE. NEIGHING A MINIMUM OF 77 POUNDS PER 100 SQUARE FEET(3.76 KG/M2). CAP FLASHING SEFI GRANDER 08/17/221 AS SHOWN CODE AND ALL OTHER APPUCABLE CI LAWS, RULES AND REGULATIONS IN THE CONSTRUCTION GIRDERS, 2* FOR COLUMNS AND EXTERIOR FACE OF WALLS, �- FOR FOOTINGS, PIERS AND PEDESTALS. (P)9. THE LICENSE PLUMBER, ELECTRICIAN, AND HVAC CONTRACTOR OF RECORD SHALL DETERMINE !HALL BE CORROSION-RESISTANT METAL OF MINIMUM NOMINAL 0.019-INCH (0.483 MM) TA19LE mm alUM AND 6150MIZARK PESIM aWMA-fllffaX CaMy) OF THIS PROJECT. (S) 20. WELD BASE RATE TO COLUMN, PROVIDE (4) 12 LONI 3/4 DIA. (A307) ANCHOR BOLTS. WELD PLATE TO ELEVATM LAT. wmm IDEWAN WATM THE MODIFICATIONS AND/OR REPLACEMENT OF THE DOTING SYSTEM. THICKNESS. R905. 2. 8. 2 VALLEYS. VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE Ift"Im COOLM ALTnIVE CORIWoCTION INDOOR DE"TEW levmnm m3vmrjm (G) 4. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND TOP OF COLUMN, PROVIDE (4) 3/47 DIA. (A325) BOLTS. STEEL FLITCH PLATE TO BE BOLTED WITH 5/8* DIA. WATM FACTOR COOLM CLIENT/ADDRESSI SCOPE OF WORK EXISTING CONDITIONS. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN THE BOLTS WITH WASHERS, 16' O.C. STAGGER TOP AND BOTTOM, (2) BOLTS 12* FROM EACH END. ALL NAILERS (P)10. NO PLUMBING TO BE IN EXTERIOR WALLS. VITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. we Fr. 4r N 5*F 06*F Im iv*F 'WF as,F EXISTING CONOtTIONS FROM THOSE SHOWN ON THE CONTRACT DOCUMENTS TO THE ARCHITECT TO BE BOLTED WITH 1/2- DIAL CAM THROUGH BOLTS WITH WASHERS 0 16- O.C. STAGGER TOP AND mupMm I aADDING / MIS" won, VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE PERMITTED: I /ENGINEER OF RECORD SO THAT CORECTIVE STEPS CAN BE TAKEN. BOTTOM, PROVIDE BLOCKING AS NECESSARY. (C) 1. ALL WINDOWS AND SLIDING GLASS DOORS TO BE AS MANUFACTURED BY ANDERSEN OR EQUAL, A. FOR OPEN VALLEYS (VALLEY LINING EXPOSED) LINED WITH METAL, THE VALLEY COMM lEMFI I)PERNICE 00 VELO= 00 VELOI 04INCIDW WT MY VNM arm (G) 5. THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. CONTRACTORS (S) 21. IF REQUIRED IT IS THE CONTRACTOR'S RESPONSIBILTY TO VERIFY BY A SOL TEST, A MINIMUM SOIL BEARING PERMASHIELD WITH INSULATED GLASS SCREENS AND LOCKS. SIZES AND TYPES AS SHOWN ON PLANS. HEATM COOLM a" R*rsE RMITY Nklorty CAPACITY OF ZOOO LB. /SO. FT. AS PER (R401.4.1 XCHAPTER 4 OF THE 2020 NYSRC AlGLAZING WITHIN 18* FROM FT FLOOR TO BE SAFETY GLASS LNING SHALL BE AT LEAST 24 INCHES WIDE AND OF ANY OF THE CORROSION PmKO lmoO S E D ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. -RESISTANT METALS IN TABLE R905. 2. 8. 2 r F 15 MFI14 is"m ml F 40% �G3 G 6. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILIT�OF THE OYMER/BUILDER. (S) 22. FOUNDATION WALLS TO TIE INTO EXISTING WALLS WITH 15 RODS AT 19- O.C. VERTICAL DRILLED DOWN AT (C) Z ALL EXTERIOR DOORS TO BE INSULATED METAL AS MANUFACTURED BY BENCHMARK, STANLEY OF EQUAL 7. OWNER/BUILDER RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERTIFICATES OF 45 DEGREES (AND GROUTED IN) INTO EASING FOUNDATION WALLS. RODS TO EXTEND INTO NEW AND UNLESS OTHERWISE NOTED. SIZES AND TYPES AS PER PLANS. B. FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF MINERAL SURFACE ROLL ROOFING, OCCUPANCY OR COMPLETION, OR U.L APPROVAL EXISTING WALLS 8' MINIMUM. (C) 3. ALL EXTERIOR WALLS AND ROOF SHALL BE INSULATED WITH FIBERGLASS BATT TYPE INSULATION WITH COMPLING WITH ASTM D 3909 OR ASTM D 6380 CLASS M, SHALL BE PERMITTED. CLIMACTIC GEOGRAPHIC DESIGN CRITERIA B. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR AFTER C.O. IS ISSUED. (S) 23. ALL STRUCTURAL STEEL FABRICATION AND ERECTION, INCLUDING ALL CONNECTIONS, SHALL INTEGRAL VAPOR BARRIER ON WARM SIDE CARE SHOULD BE TAKEN NOT TO PUNCTURE VAPOR BARRIER THE BOTTOM LAYER SHALL BE 18 INCHES AND THE TOP LAYER A MINIMUM OF TO ESTABLISH FLOOD HAZARD AREAS, EACH COMMUNITY REGULATED UNDER TITLE Is, PARR 1203 ESIDEPICE �G� 9. OWNER IS RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRE) BY BUILDING DEPARTMENT. CONFORM TO LATEST A.I.S.C. SPECIFICATIONS. �C) 4. R-VALUES ARE SHOWN ON DRAWINGS. 16 INCHES WIDE. OF THE OFFICIAL COMPILATION OF CODES, RULES AND REGULATIONS OF THE STATE OF (S) 24. ALL SYMMETRICAL SECTIONS DESIGNED FOR ALLOWABLE UNIT STRESS (Fb) of 24,000 P.S.I. C) 5. ALL SOFFITS AND FASCIA TO BE FRAMED NTH EXTERIOR GRADE WOOD, COVER WITH ALUMINUM OR VINYL C.FOR CLOSED VALLEYS (VALLEY COVERED WITH SHINGLES), VALLEY LINING OF ONE PLY OF SMOOTH ROLL ROOFING (G) 10. NO CONSTRUCTION OR DEMOLITION SHALL COMMENCE PRIOR TO THE ISSUANCE OF THE (PROVIDE VENTILATION CONTINUOUS VENTILATION AT CATHEDRAL CEILINGS). COMPLYING WITH ASTM D 6380 AND AT LEAST 36 INCHES WIDE OR VALLEY LINING AS DESCRIBED IN ITEMS 1 NEW YORK (NYCRR) SHALL ADOPT A FLOOD HAZARD MAP AND SUPPORTING DATA. THE FLOOD OIL= P=7 SECPaNS DFD�Nl FOR 22,00 P-S.!A ALL 017MER SECTIONS DESM,Fal 2Z000 P.S1. (C)6. CONSTRUC-HON AS NOTED COMPLIES WITH ENERGY CMUVAIN AND MNSWOC11ON CODE of NEW AND 2 ABOVE SHALL BE PERMIT". SELF ADHERING POLYMER MODIFIED BITUMEN UNDMAYMENT COMPLYING HAZARD MAP SHALL INCLUDE, AT A MINIMUM, SPECIAL FLOOD HAZARD AREAS AS IDENTIFIED I`^ I I' (S) 25. ALL ROD CONNECTIONS SHALL BE A MINIMUM OF�/r DIA. BOLTS(A325). SHOP CONNECTIONS TO (G) 11. ALL LUMBER IS TO BE A MINIMUM OF DOUG FiR CONSTRUCTION Fb=1000 FOR REPETITIVE BE BOLTED OR WELDED. YORK STATE CONSTRUCTION OF THIS PROJECT. VITH ASTM D 1970 SHALL BE PERMITTED IN LIEU OF THE LINING MATERIAL BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY IN THE FLOOD INSURANCE STUDY FOR MEMBERS WITH E = 1.4 OR BETTER. (C) 7. ALL INTERIOR DOORS ARE TO CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE (C) 30. PROVDE DRIP EDGE AT EAVES AND CABLES OF SHINGLE ROOFS. OVERLAP TO BE A THE COMMUNITY, AS AMENDED OR REVISED WITH: (G) 12. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFE GUARD THE EXISTING (S) 26. ALL WELDING SHALL CONFORM TO A.I.&C. AND A.W.S.SPECIFICATIONS. (C)8. WINDOWS AND DOORS SHALL BE PROPERLY FLASHED AT HEADS AND PROPERLY SEALED AND NINIWM OF 2 INCHES (51 MM). EAVE DRIP EDGES SHALL EXTEND 0.25 INCH (6.4 MM) BELOW 410 AQUAVIEW ROAD RESIDENCE AND CONTENTS AGAINST DAMAGE FROM THE ELEMENTS DURING CONSTRUCTION. FRAMING NOTIM, WEATHER-STRIPPED. SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2 INCHES (51 MM). DRIP EDGE (G) 13. THE CONTRACTOR SHALL REPAIR ALL ECISTING CONDITIONS DAMAGED DUE TO THE (F) 1. ALL HEADERS TO BE SUPPORTED BY 4'X e POSTS UNLESS OTHERWISE NOTED. (C) 9. ALL GLAZING WITHIN 36' FROM THE TOP OF STAIRS AND LESS THAN 60- FROM WALKING SURFACE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12 INCHES (305MM) ON CENTER. A CRICKET 1. THE ACCOMPANYING FLOOD INSURANCE RATE MAP (FIFRM), EAST MARION, EXECUTION OF THIS WORK TO ITS ORIGINAL CONDITION. �F) F) 2. (2) 2 x 8 HEADERS OVER OPENINGS UNLESS OTHERWISE NOTED. TO HAVE SAFETY GLAZING, AS PER SECTION R308A OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF MY CHIMNEY GREATER THAN 30 INCHES 11. FLOOD BOUNDARY AND FLOODWAY MAP (FIBFM), AND (G) 14. THE DRAWINGS ARE NOT TO BE SCALED - FOLLOW DIMENSIONS ONLY. 3. DOUBLE UP JOISTS UNDER ALL PARALLEL PARTITIONS&AROUND ALL OPENINGS, SUCH AS STAIRS (C)10. ALL GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, BATHTUBS, AND WIDECRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS 111. RELATED SUPPORTING DATA ALONG WITH ANY REVISIONS THERETO. NEW YORK 11939 (G) 15. NO CHANGES WILL BE PERMITTED WITHOUT PRIOR WRITTEN NOTIFICATION OF AND AND SKYLIGHTS. DOUBLE JOIST UNDER ALL POSTS. SHOWERS TO BE SAFETY GLAZING, AS PER SECTION R3OBA ROOF COVERING. THE ADOPTED FLOOD HAZARD MAP AND SUPPORTING DATA ARE HEREBY ADOPTED BY APPROVAL OF THE ARCHITECT /ENGINEO? OF RECORD. (F) 4. ALL INTERIOR BEARING PARTITIONS TO BE SOLID BLOCKED AT MID SPAN OF WALL. MINIMUM BEARING (C)11, ALL CLATNG' (W.4DOWS) V4,T!­N BATHIROM FIXTURE ENCLOSURES TO HAVE SAFETY GLAZING, (C) 31.ALL HAILERS TO BE BOLTED 'WITH %' DIA. (GALVANIZED AT EXTERIOR) THROUGH BOLTS WITH WASH7LRS FISSFSRENCE AMC) DECLARED TO eF_ PART OF THIS SECTION. (G) 16. CONTRACTOR SHALL PROVIDE THE OWNER WITH A CERTIFICATE OF OCCUPANCY AND AN FOR JOISTS TO BE 3 1/2' ON INTERIOR. AS PER SECTION R308.4. 0 16'O.0 STAGGER TOP AND BOTTOM, PROVIDE BLOCKING AS NECESSARY, PROVIDE FLASHING AT THE GROUND SNOW LOADS TO BE USED IN DETERMINING THE DESIGN SNOW LOADS FOR ROOFS ARE ELECTRICAL CERTIFICATE FROM AN APPROVED AGENCY UPON COMPLETION OF THIS PROJECT. (F) 5. FOR HEADERS OVER 5'-0' LONG USE DOUBLE JACK STUDS. (c 12. ALL CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED. TOP F EXTERIOR NAILERS. GIVEN IN FIGURE R3012(5)FOR SITES AT ELEVATIONS UP TO 1000 FEET. SITES AT ELEVATIONS (G) 17. ALL WALLS DESIGNATED TO BE REMOVED ARE ASSUMED TO BE BEARING WALLS AND THE F� 6. PROVIDE SOLID BRIDGING FOR WOOD JOISTS, MAX 8'-0* O.C. C 13. PROVIDE 1 1/4' WOOD CLOTHES ROD IN ALL CLOSETS. (C) 32.R90E 2. 5 FASTENERS. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, ABOVE 1000 FEET SHALL HAVE THEIR GROUND SNOW LOAD INCREASED FROM THE MAPPED VALUE SURROUNDING AREAS MUST BE SHORED AND BRACED PRIOR TO ANY REMOVAL �F` 7. ALL CAP PLATES TO BE DOUBLED, AND NAILED WITH 10D NAILS AT 12' O.C. H 14. PROVIDE GUTTERS & LEADERS, CUTTERS TO BE SEAMLESS TYPE, LEAD RAINWATER AWAY FROM FOUNDATION. STAINESS STEEL ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAGE 0.105 INCH (2.67 MM) SHANK 5Y 2 F-a+: FOR EVERY 100 FEET ABOVE 1000 FEET. ADDITION/ (G) 18. ALL DESIGNS/DRAWINGS ARE PENDING APPROVAL OF ALL CONCERNED GOVERNMENTAL F 8. ALL WOOD FRAMING TO BE MINIMUM OF 8' ABOVE GRADE. �C� 15. EXTERIOR STEPS AND LANDING, IF 18' OR MORE ABOVE GRADE TO HAVE HANDRAIL WITHA MINIMUM 3/8-INCH (9.5 MM) DIAMETER HEAD, ASTM F 1667, OF A LENGTH TO PENETRATE CLIMATE ZONE 15 4A AUTHORITIES. NO WORK TO BEGIN UNTIL ALL REQUIRED APPROVALS HAVE BEEN OBTAINED. F 9. ALL INTERIOR WALLS TO BE FRAMED NTH 2' X 4' STUDS 0 16' D.C. C 16. ALL GYPSUM SHALL BE TAPED AND SPACKLE) (3 COATS) READY FOR PAINT. 1/2 INCH SHEETROCK FOR THROJIGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH (19.1 MM) INTO THE ROOF SHEATHING. ENGINEER AND CONSULTANTS ASSUMES 140 RESPONSIBILITY FOR DELAYS IN APPROVALS BY THE F PROVIDE SOLID BLOCKING UNDER ALL POSTS BETWEEN FLOORS TO TOP OF FOUNDATION WALL ALL WALLS & COUNG'S. 5/8 TYPE X FOR ALL GARAGE AND MECHANICAL ROOMS. 1/2 INCH M/R GREENBOARD INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR RENOVATION ABOVE MENTIONED AUTHORITIES. IF1 1101i. ALL SHEATHING SHALL BE 1/2' CDX EXTERIOR GRADE PLYWOOD, NAILED WITH Bd COMMON NAILS 0 6- O.C. FOR ALL BATHROOMS. WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH (19.1 MM) THICK, THE FASTENERS SHALL TEMPERATURE OF NOT LESS THAN 68 DEGREES FAHRENHEIT AT A POINT 3 FEET ABOVE THE (G) 19. CONTRACTOR SHALL DISCONNECT , CAP AND RE-ROUTE ANY EXISTING WATER, SANITARY OR AT PANEL EDGES AND @INTERMEDIATE SUPPORTS IN THE PANEL FIELD OR FOLLOW NAILING SCHEDULE. (C) 17. ALL FINISHES SHALL BE AS DIRECTED BY OWNER. PENETRATE THROUGH THE SHEATHING. FASTENERS SHALLCOMPLY WITH ASTM F 1667. FLOOR ON THE DESIGN HEATING DAY (20IF7 IMC 3011 n 6 m AFICH!TECT OF iiCCRDI P= r SCulln BLOCK!If' AT A" SHEATIMI EDC[c (C) R; R90�2. 6 A.TTA.CF!JFNl ASPHALT SHINCLES SKALL HAVE THE MINIMUM NUMBER OF FASTENERS REQj!RED EW 17=4` 304 vUTILITY LOTS N' AREA OF NE UAI (CMISMUCRON' 40 SlALL USE HAND (C) Ill RATED PARTITIONS TO HAVE TOP AND BOTTOM EDGES PROPERLY SEALED WITH ALL GYPSUM BOARD SYSTE111' DESIGN SHALL 5E BASED CN MAXMIAX 12 DEGREES HEATING, MININMIUM 15 DEGREES COOLINGS DAVID CHAGNON I '"" -1" ' I" BY THE MANUFACTURER. FOR NORMAL APPLICATION, ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF DEGREE DAYS (NY LAGUARDIA) 4811, WINTER DESIGN TEMP 15, DRY BULB 8% WET BULB 15 (2015 F-D A& ARCHITECT EXCAVATION IN AREAS OF SUSPECTED UNDERGROUND UTILITIES AND SERVICES. IF ANY LINES (F) 12- ALL SUB-FLOORS TO BE 3/4! PLYWOOD NAM WITH 80 0 6-O.C. PANEL JOINTS PROPERLY TAPED AND SPACKLED, (3) COATS. WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR M FASTENERS PER INDIVIDUAL SHINGLE. ARE BROKEN OR DAMAGED, THE CONTRACIM WILL REPAIR AND REFACE SAME AT HIS OWN �F3 F 11 ALL WALL CORNERS TO BE MIN. THREE STUDS NAILED WITH 100 NAILS AT W O.C. (C) 19. ANY DOOR AND FRAME LOCATED WITHIN A FIRE RATED PARTITION TO BE SELF-(LOSING AND FIRE RATED IPC A x 0) 1 chi TEL:11-64r�764_3376 DMISE AND ARRANGE FOR PROPER INSPECTION OF HIS WORK. 14. BLOCK STUD WALLS AT HALF STORY HEIGHTS AND UNSUPPORTED EDGES OF PLYWOOD. AT 45 MINUTES MINIMUM. FIRE RATING TO BE CLEARLY INDICATED BY APPROVED TESTING ORGANIZATION WHERE THE ROOF SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL (167 PERCENT), SPECIAL ALSO AS PER 2015 115C CHAPTER Iro SECTION 16015 AND ASCE I WIND EXPOSURE CATEGORY �F) 15. ALL NAILS, BOLTS, AND FRAMING HANGERS TO BE HOT DIPPED GALVANIZED. METHODS OF FASTENING ARE REQUIRED. FOOR ROOFS LOCATED WHERE THE BASIC WIND SPEED IS 110 MPH 42, (G) 20. ENGINEER AND CONSULTANTS SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT F) 16. ALLOW A MINIMUM OF 19" BETWEEN BOTTOM OF FLOOR JOIST AND TOP OF SCREED COAT ON THE DOOR EDGE AS PER SECTION R302. OR HCHER, SPECIAL METHODS OF FASTENING ARE. REQUIRED SPECIAL FASTENING METHODS SHALL BE TESTED AND SURFACE ROUGHNESS 16 B. USE C FOR BOTH 0 BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIIQUE5,SEQUENCES OR �-A PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, OR PROVIDE 30 YEAR PRESSURE TREATED LUMBER(ACQ). (C)20. EXISTING PARTITIONS WITHIN FIRE RATED ENCLOSURES TO RECEIVE ONE LAYER OF 5/e THICK TYPE Y IN ACCORDANCE WITH ASTM D 3161, CLASS F. ASPHALT SHINGLE WRAPPERS SHALL BEAR A LABAL INDICATING SOUTH SHORE AND FIRE ISLAND. SINCE THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. THE ENGINEER AND (F) 17. PROVIDE DOUBLE HEADERS AT ALL FLOOR, CEILING,STAIR AND ROOF OPENINGS. ALL FIRECODE GYPSUM WALLBOARD PROPERLY FASTENED WITH ALL JOINTS PROPERLY SEALED, TAPED, COWLIANCE WITH ASTM D 3161, CLASS F. TOWN OF 5A5YLON 15 WITHIN A HURRICANE PRONE REGION -D CONSULTANTS SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SCHEDULE OR FAILURE TO HEADERS TO BE A MINIMUM OF(2)2 x 8 UNLESS OIHERWISE NOTED ON PLANS. AND SPACKLED AS PER SECTION R302. (C)34.IF FROPERTY IS IN WIND-BORN DEBRIS REGION ALL GLAZED OPENINGS SHALL CARRY OUT WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS THE ARCHITECT SHALL F) 18. FLOOR JOISTS SHALL BE DOUBLED BENEATH ALL PRALUEL PARTITIONS OR BLOCK 0 16 O.C. (C) 21. RATED CEILINGS TO HAVE ONE LAYER OF 5/e THICK TYPIE'X- FIRECODE GYPSUM WALLBOARD PROPERLYFASTENED WITH ALL JOINTS PROPERLY SEALED, TAPED, AND SPACKLED AS PER SECTION R302. HAW(IMPACT RESISTANT CLASS AS PER (SECTION R301. 2. 1. 2), 00 DAVID NOT HAVE CONTROL OVER OR CHARGE OF ACTS OR OMISSIONS OF THE CONTRACTOR, F) 19. STAIR TREADS SHALL BE 1 1/4' THICK CLEAR OAK,UNLESS OTHERWISE NOTED. T A B L E R 401.tl F) 20. ALL STAIRS SHALL BE IN ACCORDANCE NTH (SECTDN R311, R312 and R308.4.6). (C) 22. ALL CLOSET INTERIORS BY OWNER. CONTRACTOR TO PROVISED ADEQUATE BLOCKING FOR OWNER PROIDE WOOD STRUCTURAL PANELS OVER 0GLAZED OPENINGS AS PER ALL LUMBER TO BE A MINIMUM OF DOUG FIR CONSTRUCTION NUMBER 2 OR 042839 CHAGNON SUBCONTRACTORS, OR THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING INSTALLED CLOSET INTERIOR. (SECTION R301. 2. 1. 2), (EXCEPTION) OF THE RESIDENTIAL CODE OF NEW YORK STATE. LOAD-BEARING BETTER. MINIMUM F, 1000P.S.I. --k PORTIONS OF THE WORK. PRESSURE "ALTERATION OF 71118 DOCUMENr (G) 21. THE ENGINEER AND CONSULTANTS ASSUMES NO RESPONSIBILITY FOP, PRE-EXISTING VIOLATIONS, F 21. DOUBLE ALL JOIST AROUND FLOOR,CEILING, AND ROOF OPENINGS, USE JOIST HANGERS. (C)23. PROVIDE 1/2� GYPSUM WALLBOARD AT ALL WALLS, TAPED AND SPACKLED, (3) COATS READY FOR PAINT WOM STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH AND A a-ASS OF MATERIAL (Pounds per 5(� ft.) TO PREVENT GALVANIC CORROSION ALUMINUM AND COPPER SHALL NOT BE IN DIRECT 0 EXCEPTBYALICE SED CODE/ZONING DEFICIENCIES AND/OR NCRII-CONFORMING USAGE'S. F 22. ALL WOOD CONSTRUCTION CONNECTORS TO BE FRON SIMPSON STRONG-TIE OR EQUAL UNLESS OTHERWISE NOTED. INSTALL 'WONDERBOARD* BEHIND AND AROUND TUBS, TOILETS, VANITIES, MANUM SPAN OF 8 FEET. PANELS SHALL BE PRECUT SO THAT THEY SHALL BE CRYSTALLINE BEDROCK_ ____ IZODO CONTACT WITH EACH OTHER, THIS INCLUDES COPPER PRESSURE TREATED WOOD (ACQ). PROFESSIONAL IS ILLEGA" (G) 22. THE PROPOSED ADDITION SHALL NOT CAUSE THE EXISTING MECHANICAL SYSTEM (HEATING AND F 23. ALL EXTERIOR WOOD CONNECTORS TO BE HOT-DIP GALVANIZED (HDG). AND WASHERI AREA. ATACHEID TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT SEDIMENTARY and FOLIATED ROCK 4,000 and OTHER COPPER WOOD TREATMENTS. WHERE USED (IE- PLATES and SILLS IN STATUS PLUMBINGLAND ELECTRICAL TO BECOME UNSAFE, INSANITARY OR OVER LOADED. IF 24. WALL CONSTRUCTION - WFCM PRESCRIPTIVE METHOD WALL FRAMING AND FINISHING (C)24. INSTALL OWNER SUPPLIED CERAMIC TILE AT NEW BATHROOM FLOORS, 4e AT WALLS AND FULL HEIGHT W?GLAZING OPENING. PANELS SHALL BE SECURED WITH NO. 8 SCREWS AT 12 * O.C. CONTACT WITH GRADE) ALL FASTENERS MUST BE STAINLESS STEEL INCLUDING NAILS. SHALL BE NAILED AND OR SCREWED IN ACCORDANCE WITH TABLE 3.1 WFCM 2015 EDITION. PAGE 149 AROUND TUBS. TILE AT FLOOR TO BE THIN SET ON 3/4' EXTERIOR PLYWOOD (B/C) SUBSTRATE OVER MINIMUM 1 11,C PENETRATION INTO THE WALL FRAMING AT OPPOSING ENDS. SANDY GRAVEL and/or GRAVEL(GW and CPT 31000 PROOF OF PRODUCT MUST BE SUBMITTED TOINSPECTOR AT JOB SITE. (G) 23. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE AND INSURANCE CERTIFICATES. (F) 25. FLOOR CONSTRUCTION- WFCM PRESCRIPTIVE METHOD FLOOR FRAMING SHALL BE SUB-FLOOR. PROVIDE MARBLE SADDLE AT DOOR. (C) 35.All NEW WINDOWS SHALL HAVE A MINIMUM (DP) DESIGN PRESSURE RATING OF 30. SAND,SILTY SAND,CLAYEY SAND,SILTY GRAVEL and CLAYEY GRAVEL cz-0-00--�I, CONCRETE & STEEL-NOTES.- RARER IN ACCORDOCE WITH TAff 11 WrCM 2015 EDITOR.PACE 149 (C)25. NEW INTERIOR WALL TO BE 1/2' GYPSUM WALLBOARD ON 2 x 4 FRAMING, 16' O.C. (C) 36.PROVIDE JAMB CLIPS AS PER MANUFACTURES SPECIFICATIONS AND (Sw, SP, 9_,!. sr.,(w, and C. (S) 1. ALL CONCRETE TO BE 3000 PSI. 28 DA`(TEST and MUST HAVE 5 to 7%AR-ENTRAINMENT AS PER (R (F) 26. DRAFTSTOPPING SHALL BE PROVIDED AS PER R502.12 and R302.12 (C)26. INSTALL NEW CONCEALED PULL DO" LADDERS AT ATTIC. EXACT LOCATION TO BE DETERMINED BY OWNER (SECTION RISOI OF THE 2020 NYS RESIDENTIAL ME CLAY, SANDY CLAY,SILTY CLAY, CLAYEY 402. 2). PROVIDE 5/8' DIAMETER x 11' LONG (7* PENETRATION INTO CONCRETE) With 3* SQ. (F) 27. FIREBLOCKING SHALL BE PROVIDED AS PER R 502. 13, R602.8 and R302.11. (C) 27. ROOFING UNDERLAYMENT TO BE INSTALLED AS PER R9D5. 1. 1 UNDERLAYMENT APPLICATION. (C) 37.IF SOLID 2- X 4- MULLION IS NOT INDICATED ON PLANS PROVIDE STEEL MULLIONS SILT,and SANDY SILT 1,500 SHEET TITLE WASHER/PLATES ANCHOR BOLTS SPACED) A MAXIMUM OF 32 INCHES O.C. ANCHOR BOLTS SHALL ALSO (F) 28. ROOF ASSEMBLIES- WFCM PRESCRIPTIVE METHOD FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (17-PERCENT SLOPE), ON ALL NEW WINDOWS (AS PER SECTION R609.8). (CL.ML.MH,and CH) BE LOCATED WITHIN 12 INCHES FROM THE ENDS OF EACH PLATE SECTION. EXCEPTION: FOUNDATION UP TO FOUR UNITS VERTICAL IN 12 UNIT SHORIZONTAL (33-PERCENT SLOPE), UNDERLAYMENT Adl STRUCTURAL STEEL TO BE A36 STEEL AND SHALL CONFORM TO A.S.T.M. SPECS. T A B L E R 403.1 ANCHOR STRAPS, SPACED AS REQUIRED TO PROVIDE EQUIVALENT ANCHORAGE TO 112' DIAMETER EECTMCAL Notes: SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER. APPLY A MINIMUM 19-INCH EGRESS JINDO NOTES: ANCHOR BOLTS AS PER (R 403. 1. 6) PORCHES, CARPORT SLABS, STEPS EXPOSED TO THE WEATHER �E) 1. ELECTRICAL CONTRACTOR TO COORDINATE W/OWNER& OTHER TRADES. WIDE (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL NTH AND STARING AT THE EAVES, LOAD-BEARING VALUE OF SOIL(PSF) AND GARAGE FLOOR SLABS TO BE 350CPSI AS PER (R 402- 2). FOOTINGS TO BEAR ON VIRGIN SOIL E) 7- ALL ELECTRICAL WORK IS TO COMPLY NTH NEW YORK STATE, NATIONAL ELECTRICAL CODES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY 36-INCH-WIDER310.2- MINIMUM OPENING AREA. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL 1.5m Ti� 3.000 4,000 I2. BOTTOM OF EXTERIOR FOOTINGS AND/OR GRADE BEAMS TO BE S-V MINIMUM BELOW GRADE. AND NATIONAL FIRE PROTECTION ASSOCIATION. CONVENTIONAL OUTLETS TO BE 18' ABOVE FIN. 914 MM) SHEETS OF UNDERLAYMENT OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM) HAVE A MINIMUM NET CLEAR OPENING Of 5.7 SQUARE FEET I SOIL COMPACTION TO BE NO LESS THAN 95%MODIFIED PROCTOR TEST. FLOOR UNLESS OTHERWISE NOTED. 0 FASTENED SUFFICIENTLY TO HOLD IN PLACE. DISTORTIONS IN THE UNDERLAYMENT SHALL EXCOPION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 CONVENTIONAL UGHT FRAME CONSTRUCTION 4. STEP FOOTINGS DOWN AS REQUIRED TO VIRGIN SOIL (E) I PROYDE M. 14D FAULT CIRCUIT INTERRUPTER OUTLM AS PER CODE. NOT NTERFEREWiTH THE ANLITY OF THE SHINGLES SEAL FOR ROOF SLOPES OF FOUR UNITS SQUAB?..FEET. ssssl 5. MAXIMUM STEP OF FOOTINGS SHALL BE ONE VERTICALLY TO TWO HORIZONTALLY WHERE BOTTOM (E) 4. ALL ELECTRICAL OUTLETS, SWITCHES, LIGHTS AND WRING SHALL BE U.L CERTIFIED VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE) OR GREATER, UNDERLAYMENT SHALL R310.21 - MINIMUM OPENING HEIGHT. THE MINIMUM NET OPENING HEIGHT SHALL BE 24 INCHES 1-STORY 11 12 1 12 1 _12 12 TITLE SolivEmEwT OF FOOTING ELEVATIONS CHANGE. AND INSTALLED IN COMPLIANCE WITH ALL APPLICABLE ELECTRICAL CODES. BE ONE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED SHINGLE R310.21 - MINIMUM OPENING WIDTH. THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 2-STORY 15 12 12 12 �S� 6. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. (E) 5. THE CONTRACTOR SHALL RELOCATE ALL EXISTING ELECTRIC, TELEPHONE, ANTENNA AND FASHION, PARALLEL TO AND STARING FROM THE EAVE AND LAPPED 2 INCHES, FASTENED INCHES. 3-STORY 23 17 12 12 S 7. FORMS TO REMAIN IN PLACE 3 DAYS MINIMUM. CABLE T.V. SERVICE WRING AS REQUIRED. (C)28. ICE BARRIER. IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG THE R31012 - WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL S B. PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTFICAL, PLUMBING, (E) 6. ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS EAVES CAUSING A BACKUP OF WATER AS DESIGNETED IN TABLE R301. 2(1), AN ICE BARRIER THAT HAVE A SILL HEIGHT OF NO MORE THAN 44 INCHES ABOVE THE FLOOR. 4-INCH BRICK VENEER OVER LIGHT MAW or B-INCH HOLLOW CONCRETE MASORNY MECHANICAL, ETC.. COORDINATE WITH OTHER CONTRACTORS, AGENCIES, ETC. AS REQUIRED. OF CHAPTERS 34-43 2020 INTERNATIONAL RESIDENTIAL CODE CONSIST OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A SVO(E I CARBON MO OXIDE DETECTOR NOTES: 1-STORY 11 12 1 12 12 1 12 (S) 9. BACKFILL SHALL BE PLACED IN 12-UFTS AND COMPACTED TO 95%MODIFIED PROCTOR DENSITY. (E) 7. INSTALL NEW EXHAUST FAN AT LOCATIONS NOTED. MINIMUM 50 CFM OR OTHERWISE NOTED. SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN LIEU OF NORMAL SHALL BE INSTALLED AS PER THE 2020 NYS RESIDENTIAL CODE - SECTION R314. 2-STORY ---11 21 16 12 1 12 (S) 10. SLABS ON GRADE SHALL BE MINIMUM V THICK 3000 PSI CONCRETE (INTERIOR) 3500 PSI CONCRETE EQUIPPED WITH METAL WEATHER HOOD, BACK DRAFT DAMPER AND INSECT SCREEN. UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGE (EAVE) OF THE ROOF SURFACES TO A ALL!SMOKE DETECTORS TO BE LINE VOLTAGE WITH BATTERY BACK-UP AND WIRED 3-STORY 11 32 24 16 1 12 (EXTERIOR & GARAGE FLOORS) WITH 61'6". 10/10 WELDED WIRE MESH. PROVIDE 6 MIL VAPOR BARRIER. FANS LOCATED IN WALLS TO LIE FLAT(A MAXIMUM 2' EXPOSURE), THOSE MOUNTED IN POINT AT LEAST 24 NICHES (610 P.M) N1717 THE EXTEP!OR W�IL LIME OF THE BlIuNmIs. IN A WANNER SITH THAT THE ACTIVATION OF ONE WIl ACTIVATE ALL EACH FLOOR 8�1=4 SCLO or FULLY GRa MA=gY (s) III. ALL CUIRCBS, SIDEWALKS, ETC. DAMAGED SHALL BE REPLACED. ROOF TO BE PROPERLY WEATHER-STRIPPED AND COUNTER FLASHED AS PER SECTION M1507. LEVEL TO HAVE AT LEAST ONE SMOKE DETECTOR. EACH BEDROOM TO HAVE ITS M (S) 12. PITCH GRADE AWAY FROM WONG, STORM WATER IS NOT PERMITTED TO FLOW ONTO SMOK DETECTOR. ALL HALLWAYS ADJACENT TO BEDROOMS MUST HAVE A SMOKE DETECTOR. 1-STORY 16 12 12 12 ABUTTING PROPERTIES, PLUMBING A MECHANICAL MOM (S) 13. CONCRETE FOUNDATION WALLS TO BE POURED MONOLITHIC. NO HORIZONTAL JOINTS SHALL BE PLACED (P) 1. PLUMBING CONTRACTOR TO COORDINATED W1 OWNER k OTHER TRADES. A LINE VOLTAGE CARBON MONOXIDE DETECTOR SHALL BE LOACTED AT EACH LEVEL OF 2-STORY 21 14 12 DRAWING No. SHEET No. IN WALLS WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OR ARCHITECT OF RECORD. P) 2. BATHROOM AND KITCHEN FIXTURES TO BE AMERICAN STANDARD, KOHLER OR EQUAL THE DWELLING, INCLUDING A BASEMENT or CELLAR. 3-STORY 42 32 21 1 16 (S) 14. PROVIDE ACCESS&CROSS VENTS IN Al ATTICS &CRAWL SPACES. VENTS TO BE A MINIMUM 1 SQ. Fr. �P) 3. All PLUMBING WORK SHALL COMPLY TO THE 2020 NYS RESIDENTIAL ME AND ALL ON UNDER FLOOR AREA AS PER SECll%I R408. OTHER APPLICABLE CODIES, LAWS. RULES, REGULATIONS AND HEALTH DEPARTMENT REQUIREMENTS. (S) 15. ALL WOOD SILLS IN CONTACT WITH SOIL„ MASONRY, OR CONCRETE TO BE PRESSURE TREATED, (P)4. PROVIDE ALL NECESSARY VENTILATION (AIR INTAKE AND EXHAUST) AS PER 2020 NYS RESIDENTIAL CODE Aml AS PER SECTION R317 AND R318. AND EQUIPMENT MANUFACTURES SPECIFICATIONS. OF 10 i PROPERTY [DATA CREATE DESIGN/BUILD LONG ISLANM SOTJND PRINCIPAL/ARCHITECT OF DESIGN:PERCENT OF LOT COVERAGE friilCl-iAEL MUNOL631-464-6s68 LOT AREA BUILDING COVERAGE 5,�18�0 S.F. 92 0/ 5,6 18 40=.162 WELL WELL BUILDING AREA .1(o2x100= 1629o' N MOUSE- 920 5p. IMPERVIOUS CONC, PATIO- 303 S.F. TOTAL LOT COVERAGE ' �. 1 COVERAGE- 1 23 S.F. ,223/ �,C, -18�0=215 215x100= 21.59o' FLOOR AREA RATIO CELLAR FLOOR- 920 5F. 2k5bl F1R5T FLOOR- 881 5P. 5k18:40=41 SECOND FLOOR-849 5.F. .41 x 100= TOTAL 2k5b 5F. 419o' 1 � ' (L-P) ' rn t i �,.-- U.P. REVISION DATE DESCRIPTION o U.P. EL 36.0 EL35.1 �� ENT ppLVEM ASPHALT NQV E O A V EpG APRON - / I _ N MON. I CONSTRUCTION ADMINISTRATION BY: m o19'5Q" E 64- i t„ A B C D CREATE DESIGN BUILD P LLC 7 O I S.T. 20.5' 35' N 'ALTERA110M OF TNS DpCIN1ENf QLEVFNY A LICENSED RtOFESSIONAL B S.LEUAV EL ZgA OG o L.P. 30' 31' SEFI GRAIDER 08/17/22 AS L O 0 O WELL 34.5' 52' CLIENT: DATE: SCALE: SHOWN (EXP SEPTIC SYSTEM O w O I CLIENT/ADDRESS/SCOPE OF WORK 4 BEDROOMS S.T. 1.250 GAL S. (1)8'DIAx12?-DfEP L.P. M I no PROPOSED `Z 2Z EL 32.6 / E 37.5 ` /'1 0 RESIDENCE o < 4$ M < EL � m 2 N D F R.OV `J W cvJ�i EL2''0 B ..... CON STOfaP L.J •.. . 2 STY FRAME d 410 AQUAVIEW ROAD LAND N/F OF . :DWELLING ....:. EL26.5 g :: I EAST MARION, • WILLIAM GEROSA .��... ..... �...� f 15.0? NEW YORK 11939 I 1 � iv EL 27:o ( ' rnw I ADDITION/ °°N°' ppT10 RENOVATION a 6 9 WELL y �L�`.. EL 3 ZONING ANAL YS I S (NON-CONFORMING) �_ Ap_lar rryronrr,.r. ;ARC!!!TECTOFRECORD, r b C.METER PROPERTY ADDRE55: 410 AQUAVIEI AVENUE, .�ERED ARC DAV 1-64&7NON ARCHITECT TEL:1.646764-3376 E 31.5 SOI EL36A U.P. EAST MARION N.Y. 11939 (��`� -RICK cy i,�� S i so 1 NON. 0 (L.P, SECTION: 21, BLOCK: 3, LOT: 4 cry_p EL3iA S 77°19 I �„� ACREAGE: W8.40 SQUARE FEET �- ZONE: R-40 * O DESCR ON:IPTI -- - MON. WELL I ZONE R-40 ALLOWS FOR SINGLE FAMILY HOMES —7 042839 ()� CHAGNON ONLY (ONE FAMILY DETACHED) 4 ON� "ALTERATION OF THIS DOCUMENT I�{ EXCEPT BV A LN:ENSED PERMITTED HOUSE DIMENSIONS AND SETBACKS: OROFESSIONALBILLEGAL' • MIN. LOT SIZE— 40,000 S.F., LOT WIDTH— 150 STATUS PLOT PLAN FEET, LOT DEPTH— 175 FEET Sr-ALE: 1116° = r-mH , • MIN. HOUSE SIZE— 850 S.F. • MIN. FRONT YARD— 50 FEET SHEETTITLE IREVISE SANITARY 07-25-25 • MIN. SIDE YARD-15 FEET FINAL SURVEY 06-01-25 • MIN. TOTAL SIDE YARD— 35 FEET UPDATE 05-21 -25 • MIN. REAR YARD— 50 FEET FND. LOC. 1 1 -01-23 • MAX. HOUSE HEIGHT 35 FEET OR 2-1/2 PLOT PLAN STORIES WELL I REVISED 06-03-22 • MAX. BUILDING COVERAGE— 20% NON—CONFORMING LOT REVISED 05-05-21 i �• REVISED 12-23-21 SCHEDULE FOR OPEN SPACE (FOR RESIDENTIAL f ( I SITE PLANS): 2}10�/% TLOTARCOVERGAAEA i -�' TF � . � /-�+/-� _ _ _ _ • MIN. OPEN SPACE 20% FRONT i YARD:iDa 35 I'�tlN "`—� THE/L� t�,�A TER SUPPLY,L Y VILLLS, I�R�'l���LLS AI�►'D CESSPOOL REAR YARD: 35 MIN � LOCATIONS SHOW MIN. SETBACK (FROM PROPERTY LINE TO ALL SIDE YARD: 10'MIN (25' TOTAL) OWN ARE FROM FIELD OBSERVATIONS STRUCTURES): 30 FEET AND OR DATA OBTAINED FROM OTHERS. MIN. BUFFER: 20 FEET (THE BUFFER AREA DRAWING No. SHEET No. AREA: 5,678.40 SQ.FT. Or 0. 13 ACRES ELEVATION DATUM: NAVD88 IS LEFT IN IT'S NATURAL STATE AND 2 VEGETATION IS NOT CUT OR REMOVED). A /m OF 10 I I CREATE DESIGN/BUILD PRINCIPAL/ARCHITECT OF DESIGN: r0N.0 1AEL MAUN Z 631-464-6668 CA TOR TO MINIMIZE T14E DISTURBANCE OF THE EXISTING CONCRETE FOUNDATION WHILE EXCAVATING FOR NEW POURED CONCRETE FOUNDATION.ANY VISIBLE DAMAGE TO EXISTING CONCRETE FOUNDATION IS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OF RECORD. NOTIFY ARCHITECT/DESIGN PROFESSIONAL IMMEDIATELY OF ANY DISCI;EPANCIES WITH SIZE AND LOCATIONS OF EXISTING FOUNDATIONS, GIRDERS,COLUMNS,POSTS,HEADERS, FRAMING SIZE AND DIRECTIONS. REVISION DATE I DESCRIPTION COWRACTI OR TO PROVIDE 1,,iE -SMll O SMMO PW SIDE I HP BATHROOM FUMP SYSTEM FOR BASEMENT BATHROOM. TILE INSIDE SHOWER AND SEE HOLD-DOWN WALL *42INSTALL GLASS ENCLOSURE WITH FRAMELESS GLASS DOORS. OTHERILE WALLS."FOR ALL CONNECTION IDETAIL VA-3. nailss 0 6 mD.C.� Como 'SIMPSON' STHD74RJ NEW MECHANICAL EXHAUST FAN (VENTED TO OUTSIDE) AS PER R303.3 „ Blocking CONTRAG' TOR TO INSTALL V 3 \ 0 Endwall TYPE-X DRYWALL THROUGHOUT 3,�" _ INTERIOR WALLS AND CEILING. „ s PERMEABLE FIRESTOP ALL PENETRATIONS. 4 PAVERS TO BE :�� ,� ONE #4 SELECTED. REBAR SEE HOLD-DOWN , w 0 1 `L o� CONNECTION DETAIL I/A-3. 304+ Ko�P tin' CONSTRUCTION ADMINISTRATION BY: 111 ' v , oI -DownCREATE DESIGN BUILD GROUP LLC a ty UTILITY � PROPOSED a s R Connection Detail !/EDROOM 4 Z ALTERAl10N OFTHIS DOCUKWW EXCEPT BY AIICENSED PROFE551DNN.IS AlEGAL.7 o_ ` A NOT TO SCALE LOCATE AT EACI-I OOM /�TU Q T- CLIENT: DATE: SCALE: O /" BlJ1L01NG GOi;NER SEFI GRAIDER 08/17/22 AS SHOWN O 45" O.C.MAX (711 MIN. CLIENT/ADDRESS/SCOPE OF WORK 41 .or, w UJ1-�112 P��OcOD tp 1 0�5TS ^' 0 12" MAX. PROPOSED TYPICAL PROPOSED SPACING CORNERS z Q RECREATION 8�N SD 0 ,� o � � RES I D EN CE p (CLICK LOCK LUXURY TOR TO PROVIDE A `r A 'f'� VINYL FLANK FLOORING) 24"X 24"X 24"DEEP FOOTING PERMEABLE D!?YER, 5F'LOW NFW A"DIAMETER ^ 'B A.,Pn_ Tn 3"SQ.WA„AUFI, .,r DRYERS TO BE STEEL COLUMN. u= 10 END NUT SETUP VENTED TO EXTERIOR _, SELECTED. AS MR(R150LI) =-tp m 10 WALKOUT A�C.Q.SILL PLATE `` WASHER %_� A Z 410 AQUAVIEW ROAD FROFOSED 5/8"DIA.ANCHOR BOLTS - Z W EAST MART O N, w - �.��,s o�. RECREATION ° !TYPICAL) : . .: , r NEW YORK 11939 �} P.C.FOM14 WALL _ - M' CELLAR WALL SYSTEM- r MIN.3'-0"BELOW GRADE A. -APPLY 'DRYLOK'TO PROPOSED FND WALL 2"XIR SPACE 4"ACCQ STUDS a Ib"OC W/ACQ SHOE PLATE ', •� C� 2 Typ. Anchor Bolt Dtl. ADDITION/ -R-15 BAIT INSULATION N f-I u o�, = NOT TO SCALE (Heated) -W"GYP31I180A� 'NATIONAL GYPS M'MOLD RESISTANT � SON V �0�5�5•�2 RENOVATION N GYPSUM BOARD(PURPLE BOARD)OR EQUIVALENT. (2)2"X60 A.CQ NOTE: CONCRETE TO S'.�L HATE Asr;rs:r�cn•�.A, �:-.- aRcr•I:�crc.=:e:s:atze• up 1R ` , � 1 „` SEE HOLD-DOWN BE 3"0 PSI MIN. D p DAVID CHAGNON 9-t� CONNECTION DETAIL VA-3. COATED CCIPPE R ,`�FZE ARC y ARCHITECT TERMITE SHIELD 4 REBAR i 12.0 C. \tO R�C K C /� TEL:7fi46-7643376 SILL SEAL HORIZONTAL 4 24-O.C. CO P ,:•4 VERTICAL FOR FND. 9'-O ANCHOR BOLTS(SEE WALL CONSTRUCTION r t ANCHOR BOLT DTU _D 34-0 POURED CONCRETE 'q * wI SEE STEPPED FOOTNG DETAIL FOR THIS AREA FOUNDATION WALL `- " i7 DUE TO THE DROP N GRADE.EXPECT A+/- 2 ND 0 �� Oq ''eV CHAG D FOOT CHANGE IN GRADE FOR AN APPROXIMATE ASPHALT DAMPROOPG - t / 3 LINEAR FEET OF STEPPED FOOTING. TO GRADE 2>3 �O )'.. NC^ I� M ` O G� 'ALTERATION OF THIS DOCUMENT �/� -DOWN PROVIDE 211 X4"KEY 1 O •,- I�' F N PROFESSIONAL/"ILLEGAL' V EXCEPT BY A LICENSED 4 SEE HOLD "P.C.SLAB CONNECTION DETAIL I/A-3. ° ''; <• c STATUS (3)04 MAR -� ' i: }' I� iy'� •r::: ..{,• SHEETTITLE COMPACTED lIgN1111IM11111 a M CLEAN FILL 4" 243 - Typ. Foundation Wall NOT TO SCALE PROPOSED 21" FLOOR PLAIMS CELLAR FLOOR FLAN r SCALE: 1/4" = F-011 30° 4 Stepped Footing Dtl. DRAWING No. pq daft SHEET No. 1/:r = 1 -0 Am 3 3 OF 10 I I CREATE DESIGN/BUILD PRINCIPAL/ARCHITECT OF DESIGN: 11II1^i A r 1 AA�1 1lklO iriiiv fA —i.. iiiii.�i1 631-464-6668 PROPOSED REAR PATIO (SEE PLOT PLAN FOR ALL SITE SPECIFIC INFORMATION) Blocking panel 2a.9 r REVISION DATE DESCRIPTION ,-4,I DSO 3j4a X 11-11a" PROPOSED L I V INCH ROOM ML� (5"WIDE WOOD FLOORING) Blocking under eoAol� o Load-Bearing Wall PROPOSED " KITC:H N -it W_ `LA D 1 CONSTRUCTION ADMINISTRATION BY: . not to scale (5"WIDE WOOD FLOORING) WX A CREATE DESIGN BUILD GROUP LLC ^� �a1 IILTBNITION OFTIIS OOCUMENf EXCEPTSYAt10ENSEO PIIOFESSpNAL60.1EGCL' CLIENT: DATE: SCALE: `=E� a� SEFI GRAIDER 08/17/22 AS SHOWN 3-6111 I NEW 1 A2 5 00• LPL I� I RA T_(o" NEW I EGNMIICAL •, QILt0 pWAUSTPAN Blocking panel CLIENT/ADDRESS/SCOPE OF WORK TO OUTSIDE) AS P'ER 1;3033 _ to PROPOSE® O NEW 24" O U % SD O PEDESTAL SINK D/W i r v ---- SECTION R3 08.4 1 1 PROP, D IN1Nc� RESIDENECE EACH PANE OF GLAZING INSTALLED IN '� 0 ~ HAZARDOUS LOCATIONS MUST BE PROVIDED I ROOM WITH A MANUFACTURER'S OR INSTALLER'S A I _ l9'-+a"CEILIZ HE10M) "`' j face lain LABEL DESIGNATING THE TYPE AND THi�IESS i '- 39011 L (5"UDE WOD FLOi i OF GLASS AND THE SAFETY GLAZING STANDARD A , 3 w WITH WHICH IT COMPLIES.THE LABEL NEEDS TO horizo tal " BE VISIBLE AT THE FINAL INSPECTION AND IT LO f� 4—0 long MILLWOW TO 13E rim board 410 AQUAVI EW ROAD MUST m ACID-ETCHED, SANDBLASTED, _ X rim board r DESKaNED BY MILLWORIZR CERAMIC-FIRED,OR AN EMBOSSED MARK OR i9 reinforcement OF THE TYPE WHICH ONCE APPLIED CANNOT BE AND A BY OVER � aN __— on one side. 2 �� EAST MARION, REMOVED WITHOUT BEING DESTROYED. a OD- `� NEW YORK 11939 i� Cantilevered uP13 Joist Detail load bearin o G� 2Floor g FLOOR PLAN KEY NOTES : l�p15s5•`� w not to scale ADDITION/ RENOVATION 1. CONTRACTOR To PRovIDE a $3,500.00 1i ALLOWANCE TO PURCHASE NEW 36" X 80" FRONT `a DOOR DOOR 15 TO BE APPROVED BY ••-v- 1Tt� f� -{(Jp�: s A. HiFEL'3:Ji's!! � A.{C;H22'ECTCr PSC�::;.,•, INSTALLING. ? E 3_(p X (�11 D Backer block: Install tight 16 A DAVID CHAGNON TECT 2. THREE SIDED DIRECT VENT FIREPLACE WITH '� ( 5 'G a MM „ a to top flange (tight to �C� RCy TEL•1ARCH1.U6-76"376 SMART TECHNOLOGY BY "ORTAL NEAT" OR ti�_ . maH (2)2 X $�-`1 bottom flange with face \� -(R+CK C, �•� EQUIVALENT. 3 e 3,- aU1XS �� mount hangers), both sides (� � 0 �� of web with single joists. 3. SERVER TABLE TO BE CUSTOM SOLID WOOD a R1fs1- X a NpR Qj11 �' MILLWORK BASE CABINET WITH LIVE EDGE ,t.X 11-'IIS , "N (�) e' -Du COUNTER TOP TO BE SELECTED BY OWNER 3)1-31 pM O Xg1-O 00 Top flange 1� 4. ALL APPLIANCES TO BE PROVIDE BY OWNER CONTRACTOR IS TO PROVIDE THE REQUIRED = S r% a � QA 3AI-Oa �� g � - 6 '� DAVID POWER/GAS,VENTILATION,AND MILLWORK t2) cLEAieANCES. 'S�j� 042839 O� CHAGNON O �� 'ALTERATION OF THIS DOCUMENT `� \ EXCEPT BY LICENSED �'-� \ VV PROFESSIONAL IS ILLEGAL' 5. NEW HAT SHELF AND COAT ROD. Filler block: Nail with Multiple L.U.L. 10-10d (3") box nails, STATUS Nailing Schedule clinched when possible. LEGELEGEND:�� �. Double Floor Jo�s� & - MIN.OF 2 ROM OF 16D (3 Inn)NAILS AT 12" O.C. NEW WALLS - MR OF 3 ROWS OF 16D (3 1/2")NAILS AT 12"FOR SHEET TITLE INTERIOR - 2"X 4"WOOD STUDS WITH 1/2"GYP. 14",I6" AND 18" BEAMS J O i st Hanger Detail BD.ON BOTH SIDES. not t0 scale EXTERIOR - 2"X 62" WOOD STUDS WITH 1/2"GYP. BD.ON THE INTERIOR SIDE. •R-25(5 1/2")BATT INSULATION PROPOSED a 12" CDX P1.1"iJ00'J$MATI-11'* • T7VEK HOUSE WRAP FIRST FL® • 1/2" OWENS CORNING INSULATION BOARD (R3b) NEW 4 x 4 WOOD POST UNLESS OTHERWISE NOTED NEW POST FROM ABOVE PLAIM SMOKE DETECTORS - INTERCONNECTED O SINGLE STATION DEVICE IN ACCORDANCE WITH STATE CODES. i I O CARBON MONOXIDE DETECTOR - SE C:0NC> FLOOR PLAN INTERCONNECTED SINGLE STATION DEVICE M DRAWING No. SHEET No. ACCORDANCE WITH STATE CODES. SCALE: 1/4" = F-0" M AR a 4 OF 10 CREATE DESIGN/BUILD PRINCIPAL/ARCHITECT OF DESIGN: lICHAEL I".iUNOZ 631-464-6668 1, ANY INCONSISTENCIES DISCOVERED AFTER DEMOLITION ARE TO BE BROUGHT TO THE ATTENTION TO THE ARCHITECT CIF RECORD AND ARC141TECMRAL DOCUMENTS ARE TO BE AMENDED ACCORDINGLY. CONTRACTOR TO BRACE WALLS USNG WOOD STRUCTURAL PANELS AND CONTNUOUS SHEATHING AS SET FORTH IN SECTION 602.I OF THE NTERNATIONAL RESIDENTIAL CODE.PROVIDE UNOBSTRUCTED BRACED WALL PANEL ADJACENT TO WALL OPENINGS FOR THE LENGTH DENOTED IN FLAK SEE SHEET A5 FOR STRAPPING DETAILS AT ALL CONNECTIONS. FLOOR PLAN KEY NOTES : THE BUILDING THERMAL ENVELOPE SHALL BE 1. CONTRACTOR TO PROVIDE 3/4" PLYWOOD CONSTRUCTED TO LIMIT AIR LEAKAGE N ACCORDANCE WITH TW!E R.E(,�1IIQFMFNTS OF SPrTI(7NS BLOCKING INSIDE ALL WALLS WHERE TELEVISIONS Ill THROUGH N110245 � �'�-� !`� TAI:,.LED.T ;�O*r VIA T:� ELECTRICAL PLAN THAT A RECESSED CLOCK OUTLET AND LOW VOLTAGE TV CABLE (DATA ALL DUCT WORK N UNCONDITIONED SPACES TO BE JACK)IS TO ALSO BE INSTALLED AT THIS INSULATED TO CODE,BY HVAC CONTRACTOR LOCATION.HOMEOWNER TO APPROVE FINAL CONTRACTOR TO PROVIDE PROPER INTERIOR AIR LOCATION ON WALL. SEALING WITH CAULKING,PRIOR TO INSTALLING INSULATING AND SHEETROCK ON ALL EXTERIOR WALLS- HEADER SCHEDULE NOTIFY ARCHITECT/DESIGN PROFESSIONAL L ALL SINGLE WINDOWS TO HAVE A MIN.(2)2" X 6" HDR IMMEDIATELY OF ANY DISCREPANCIES WITH THE 2. ALL DOUBLE WINDOWS TO HAVE A MIN.(2)2" X 1011 HDR LOCATION OF ALL PREDETERMINED POINT LOADS AND PROVIDE CONTINUOUS STRUCTURAL SUPPORT DOWN TO FOUNDATION.ANY UNFORESEEN POINT LOADS ARE TO BE BROUGHT TO THE ATTENTION OF 5''S 0_1 THE ARCHITECT OF RECORD. �'"11' ,,r� REVISION DATE DESCRIPTION ru 1 R3012.12 PROTECTION OF OPENINGS 2 �'_ � EXTERIOR GLAZING IN BUILDINGS LOCATED N WND50WE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS.GLAZED OPENING " PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF g'-6 � THE LARGE MISSILE TEST OF ASTM EtS% AND ASTM E086 AS MODIFIED N " 4 �_ SECTION 3012.12.L GARAGE DOOR GLAZED OPENING PROTECTION FOR �'.6" ,.,.. 1 WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN APPROVED , 0" X IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. _ 15 EXCEPTION: WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN 1/16 INCH (11 MM)AND A SPAN OF NOT MORE THAN 8 FEET (2436 MM) w SHALL BE PERMITTED FOR OPENING PROTECTION.PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING.PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED WITH CONSTRUCTION ADMINISTRATION BY: TPE ATTA,C;taM IT HJ^ !�+fix �nV!DED.ATTACHM—TS SHALL Bc DES!C•*.E - P,-c�C�Y� �� TO RESIST THE COMPONENTVAND CLADDING LOADS DETERMINED IN ACCORDANC2=WITH EITHER TABLE R3012(2)OR ASCE '1,WITH THE PERMANEM e F wa)?l T5 °� % $EDROOM 022 O ' � �I CREATE DESIGN BUILD GROUP LLC CORROSION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS 'n �` 511E (5 UJIDE WOOD w �, PEIRMANENTLY INSTALLED ON THE BUILDING.ATTACHMENT N ACCORDANCE FLOORIIJG) KTER TON OF T113 DOCI"IXfEXCFYfBYALIEERSEDPROFEBSDNALI5R1ElipL- WITH TABLE R3012.12 IS PPRMITIED FOR BUIL0114l WITH A MEAN ROOF ��' = a, CLIENT: DATE: SCALE: HEIGHT OF 45 FEET(13,'128 MM)OR LESS WHERE THE ULTIMATE DESIGN WIND `" ;� TA SIN�RA�, � "" � SER GRAIDER 08/17/22 AS SHOWN SPEED,VOLT, 16 180 MPH OW KPH)OR LESS. g m p1pr� pDS `�' L9 CLIENT/ADDRESS/SCOPE OF WORK 30 TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa,b,C,d i 3 PROP pl,Wf"' -- ' PROPOSED A e MASTER FASTENER SPACING(inches)a b RESIDENCE Panel 4 feet< 6 feet< FASTENER TYPE � _ ., =•'`" + span< panel span panel span ,`i, .�� 13E o =_ +'3 - 4 feet s 6 feet s 8 feet i w ?A' (5"WIDE WOOD ^ ( PROP FLooRNG) sIXE U PI.L w No.8 wood screw based iQP .y.� 4 BATH 1CA10EO- 410 AQUAVIEW ROAD 1 anchor with 2-inch embedment 16 10 8 j W G OS �, (TILE FLOCIPJ o T T-W y 10 length I - " �"X'�2 (��33 m���p�.IGE EAST MARION, No.10 wood screw based '� A5?R � i_1p11I' •�"°� NEW YO RK 11939 anchor with 2-inch embedment 16 12 9 '� length ' Q I e � ' 1 j /q-inch lag screw based anchor � 16 16 16 I � _�� � X� ADDITION/ �,�,,,,: -EL�g � q� with 2-inch embedment length Ir+� PROP + N MASTER RENOVATION FOR 61: 1 INCH = M4 MM,1 FOOT= 3048 MM,I POUND = 4.448 N,I MILE PER HOUR = 0.441 M/S. e $ iVA1 �� 15ATH CLOSET 3 p�1 w 4,-0 „ THIS TABLE IS BASED ON i80 MPH ULTIMATE DESIGN WIND SPEEDS,vULt,AND A 11 (Tb«:;'" P'' .I- "�` ,0 �'. 3"�O _._ 4' ARC#sT�`Ct:ll't.".r `-^- '" ARCHIrECTOfit�COft: 45-FOOT MEAN ROOF MIGHT. � .. /-' II �� REp AR DAVIDCHAGNON FASTENERS SHALL.BE NSTAU.ED AT OPPOSM ENDS OF THE WOOD STRUCTURAL N e� Z''0 10'-4° ,��, C ARCHITECT TEL•1-646-7643376 PANEL FASTENERS SHALL BE LOCATED NOT LESS THAN I INCH FROM THE EDGE OF THE e y PANEL ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN j E MBED1 ENT LENGTH OF NOT LESS THAN 2 INCHES NTO THE BUILDNG FRAME. / (o'_(O" 1 Clr p " r ; .�+,��} � -D FASTENERS SHALL BE LOCATED NOT LESS THAN 21/2 INCd'!ES FROM THE EDGE OF �- � i.. 3,_I„ 3 * •� 000NCRETE AC4-F- OR CONCRETE .:., •c DAVi® PAI.ELS ATtA:i,�T3 TO MAGI'04 MA50t�11 /STi1CC.0 SHALL BE ATTACHED USf+1G X, VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT ��' . LESS THAN 1,500 POUNDS. '9�. 4283� y0 HAGNON l ( '� ��� 'ALTERATION OF THIS DOCUMENT v EXCEPT BY A LICENSED PROFESSIONAL IS ILLEGAL' sECONp FLOOR FLAN STATUS LEGEND: rTGfdLE: 1/QII I'-0" W WALLS SHEET nTLE NTERIOR - 2" X 4" WOOD STUDS WITH 1/2"GYP. BD.ON BOTH SIDES. EXTERIOR - 2" X b"" WOOD STUDS WITH 1/2"GYP. BD.ON THE INTERIOR SIDE. PROPOSED R-25(5 V2")BATT INSULATION I,t/2" CDX PLYWOOD SHEATHING OW T1'V HOUSE WRAP I l/2" OW S E C 0 N D ENS CORNING INSULATION BOARD (R3b) NEW 4 x 4 WOOD POST UNLESS OTHERWISE NOTED _., NEW POST FROM ABOVE FLOOR PLAN SMOKE DETECTORS - INTERCONNECTED SINGLE STATION DEVICE IN ACCORDANCE WITH NIMt CODE6. CARBON MONOXIDE DETECTOR - O INTERCONNECTED SINGLE STATION DEVICE IN ACCORDANCE WITH STATE CODES. DRAWING o. SHEET No. ®55 OF 10 I CREATE DESIGN/BUILD PRINCIPAL/ARCHITECT OF DESIGN: I:'IICI AEL MUIN.OZ 631-464-6668 NEW TOP OF BULKHEAD NEW TOP OF BULKHEAD NEW HABITABLE ROOF DECK IN X 8°CEDAR BOARDS IN BLACK �`�` L• +��'�`- - - - - — VERTICALLY INSTALLED OVER R-5 RIGID I l NEW HABITABLE RODE DECK 1'X 8'CEDAR BOARDS IN 101V _.MAIL-=2"A�r'r Iti=r i EM, !!�15+!L�Tlnnl OVER rfNVY uriLLOE,PAP BLACK VERTICALLY INSTALLED r NEW CAB E BAL TERS SPACED \ NEW GUARDRAIL 42'ABOVE ROOF DECK OVER R-5 MID INSULATIONPART OVER TYVEX HOUSEWRAP. NEW IN X 4"COMPOSITE CEDAR NEW CABLE BALUSTERS SPACED CpLOREp COPING _ r- a 4"APART MAX NEW TOP OF ROOF DECK NEW 1'X 4"COMPOSITE CEDAR COLORED COPMCs - _ NEW TOP OF ROOF DECKeik NEW 2ND FLOOR TOP PLATE �NEW 2ND FLOOR TOP PLATE — _ _ _ _ _ _ _ _ _ I"X 8"CEDAR BOARDS VERTICALLY V +19'-0" INSTALLED OVER R-5 RIGID INSULATION OVER TYVEX HOUSEWRAP. I"X 8"CEDAR BOARDS VERTICALLY INSTALLED OVER R-5 RIGID INSULATION OVER TYVEX HOUSEWRAP. - �� TRIMLESS BLACK FRAME �'i S,aas�I a i•#;.�'�':WI:�::1G:.' i I ANEW 2ND FLOOR - EL ,ANEW 1ST FLOOR TOP PLATE - - - _ `? EL- 4-Cm 1ST FLOOR TOP PLATE _ _ _ _ IN X 8"CEDAR BOARDS VERTICALLY INSTALLED OVER R-5 RIGID INSULATION OVER TYVEX HOUSEWRAP. 1"X 8"CEDAR BOARDS VERTICALLY INSTALLED OVER R-5 RIGID INSULATION OVER TYVEX HOUSEWRAP. 0 SINGLE HUNG WINDOW IO REVISION DATE DESCRIPTN NLESS BLACK FRAME 6'X 6"AGG2 POST NEW 0'FIN.Ist RI OOR . �� — — — — — — — — — — — — 1W FIN lot FLOOR -— - - - - - 1 LEFT ELEVATION FRONT ELEVATION SCALE: 1/4" in 1'-0" SCALE: 1/4" = 1'-0" CONSTRUCTION ADMINISTRATION BY: CREATE DESIGN BUILD GROUP LLC "ALTERATIONMTMSDOCUMENTEXCEPTBYALX:ENSMPROMSMN M0.1EGAL' CLIENT: DATE: I SCALE: SEFI GRAIDER 08/17/22 AS SHOWN NEW TOP BULKHEAD CLIENT/ADDRESS/SCOPE OF WORK NEW HABITABLE ROOF DECK 1"X 8"CEDAR SOARED N VERTICALLY INSTALLED OVER ER R- R-5 RIGID NEW GUARDRAIL 42"ABOVE ROOF DECK INSULATION OVER TYVEX HOUSEWRAP. PROPOSED �n NEW CABLE BALUSTERS SPACED S I®� C E io ®4"APART MAX RENEW 4"X 4"POST IN BLACK W TOP Crr ROOF DECK NEW2ND RLOOR tOP PLATE - - - tOP OF BULKHEAD �P +� UAVIEW ROAD " IN X 8°CEDAR BOARDS VERTICALLY EAST MARION, INSTALLED OVER R-5 RIGID INSULATION OVER TYVEX HOUSEWRAP NEW HABITABLE ROOF DECK (BLACK VERTIICAALLL IN TOLLED NEW YO RK 11939 NEW CiJAT°JRAIL 42" A LIVE ROOF DECK OVER R-5 RIGID NSULATION OVER TYVEX HOUSEWRAP. NEW CABLE BALUSTERS SPACED TRIMLESS BLACK FRAME '- e 4°APART MAX 6T SINGLE HUNG WINDOW. NEW N H Lj COLORED COPING CCMPOSITE CEDAR - ADDITION/ NEW TOP OF ROOF DECK ANEW 2ND FLOOR L-. +20'-0" RENOVATION L. +10'-0° PLATE — — — — — — — — APCN,z>IIuRAI �'m ARCH:TE—_1 RECORD- fik 1ST FLOOR TOP PLATE p A&C DAVIDCHAGNON ARCHITECT — EL. +9-0■ —- - - - - - - 1'X 8'CEDAR BOARDS VERTICALLY 'C TEL--14"-764-3376 INSTALLED OVER R-5 RIGID FC ��' INSULATION OVER TYVEX HOUSEWRAP. At TRIMLESS BLACK FRAME * q a 61 4T SINGLE HIM 000W. 1R X 8.CEDAR BOARDS VERTICALLY T— =°"4` "= DAVID IT) INSTALLED OVER R-5 RIGID � 9j. 0428Sq �p�2- CHAGNON INSULATION OVER TYVEX HOUSEWRAP. �" 1-.1-TIERATI.N.1 THIS DOCUMENT EXCEPT BY A LICENSED NEW 2ND FLOOR PROFESSIONAL IS ILLEGAL" A _ ]� STATUS AV— /1 NEW�FllNt.�1st FLOOR _ _ _ _ _ _ NEW_IST FLOOR TOP PLATE ia, +Q'w/1111 FM.CELLAR TOP PLATE In X 8'CEDAR BOARDS VERTICALLY SHEET TITLE D; INSTALLED OVER R-5 RIGID I'X 8'CEDAR BOARDS VERTICALLY INSULATION OVER TYVEX HOUSEURAP. INSTALLED OVER R-5 RIGID INSULATION OVER TYVEX HOUSEWRAP. - PROPOSED IT-0'WIDE j 6T FOLDING DOOR N BLACK 02 2v PrROPOSEOL") (SEE PLOT PLAN FOR ALL (SEE PLOT PLAN FOR ALL POURED CONCRETE STEPS SITE SPECIFIC W-17R'1ATION) SITE SPECIFIC INFORMATION) ELEAUTIO'S NEW FM. 1st FLooR _ _ _ _ WWI FIN.CELLAR FLOOR- 11 - GRADE TO BE SET 4"BELOW HOUSE SLAB. -' NEW TEMPERED GLASS PANELS VNEW TEMPERED GLASS PANELS PEW PER'EASLE PAVERS TO BE INSTALLED OVER 2'OF SAND AND RIGHT ELEVATION b "OFCRUSTm GRAVEL BELOW. REAR ELEVATION SCALE: 1/4" IsF-0" SCALE: 1/4" = 1'-0" DRAWING No. SHEET No. AR 6 OF 10 CREATE DESIGN/BUILD ! ^ta*% 14 / !� /! A!^ ^a"'/11a,!✓- />�� ��+�!_; ��✓^� 1�'i"TA! ! 1 "�v�Al {�J PRINCIPAL/ARCHITECT OF DESIGN r-t��� I'�ir�Lii. ..1 r�11R vr-tivm,"1`y r-�11� v� I s� / ai it 4a!1 i 10 I v I..Lr- i IC. MICHAEL MUNOZ COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA 631-464-6668 A CONTINUOUS,AIR BARRIER SHALL BE AIR-PERMEABLE INSULATION SHALL INSTALLED IN THE 13UILDMG ENVELOPE NOT BE USED AS A SEALING MATERIAL. GENERAL REQUIREMENTS BREAKS OR JONTS IN THE AIR BARRIER SHALL BE SEALED. TYPICAL ROOF CONSTRUCTION 14A BULKHEAD TO BE WRAPPED IN HARDY BOARD OR CEDAR TO MATCH NEW EPDM ROOFING ASSEMBLY EXTERIOR OF HOME CEILING/ATTIC THE AIR BARRIER IN ANY DROPPED CEILING THE INSULATION IN ANY DROPPED CEILING/SOFFIT •(2)LAYERS OF 151b.FELT AS PER(R9052.1) OR SOFFIT SHALL BE ALIGNED WITH THE INSULATION SHALL BE ALIGNED WITH THE AIR BARRIER NEW 1/211 CDX PLYWOOD NEW BULKHEAD AND ANY GAPS IN THE AIR BARRIER SHALL BE 'NEW 2 x 12 ROOF RAFTERS AT 16" O.C. FOR FOR ACCESS. Jrc SEALED. ACCESS OPENINGS,DROP DOWN STAIRS OR KNEE NEW TOP OF RIDGE _ _ — NEW 30°X 80'HOLLOW NEW 4"X 4"STEEL OR WALL DOORS TO UNCONDITIONED ATTIC SPACES . 4' =1�" COS METAL DOOR ALUMINUM Post IN BLACK >�.! � 1 r NEW 4"X 4"STEEL OR ice•, A PANTED BLACK ROOFING ASSEMBLY �,._„ .,,,..,�*,,,„ InN �EB C-EAL-D. ALUMINJf 1 POST N BLACK (FROM TOP TO BOTTOM)- °"`� �'"�'"�""`422 ABOVE ROOF DECK NEW GUARDRAIL 42' - EPAM MEMBRANE THE JUNCTION OF THE FOUNDATION AND SILL PLATE CAVITIES WITHIN CORNERS AND HEADERS OF FRAME @ ABOVE ROOF DECK PROPOSED ROOFo - INSULATION OVERLAY BOARD NEW CABLE BALUSTERS SHALL BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILLING - RIGID THERMAL INSULATION SPACE 4"APART MAX WALLS THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE CAVITY WITH A MATERIAL HAVING A THERMAL Ln NEW CABLE BALUSTERS TOP DECK -VAPOR BARRIER EXTERIOR WALLS SHALL BE SEALED. RESISTANCE,R-VALUE,OF NOT LESS THAN R-3 PER NCH. SPACE*4"APART MAX -3/4"CDX PLYWOOD KNEE WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED _d�_-NEW TOP OF ROOF DECK WALLS SHALL BE INSTALLED N SUBSTANTIAL CONTACT AND - CONTNUOUS ALIC441ENT WITH THE AIR BARRIER NEW 2ND FLOOR TOP PLATE _ WINDOWS,SKYLIGHTS THE SPACE BETWEEN FRAMING AND SKYLIGHTS,AND EL. +18'-0° AND DOORS THE JAMBS OF WINDOWS AND DOORS,SHALL BE - NEW PRI-s0n2 PE�OR1ANCE NEW R-38 BATt. SEALED. NEW ROOF DRAIN ASSEMBLY- RATED I-JOISTS• 12"O.C. INSULATION BETWEEN SCREEN IN CAST ALUMINUM COVER WITH NEW 1/2'GYPSUM BOARD. ALL JOISTS. BITUMEN MEMBRANE FLASHING SEALED TO NEW(2)2"X b"TOP PLATE. PROPOSED CROSS BLOCKING.FILL JOINT WITH HALL PROPOSED NOTE: RIM JOISTS RIM JOISTS SHALL INCLUDE AN EXTERIOR AIR RIM JOISTS SHALL BE INSULATED SO THAT THE INSULATION POLYURETHANE INSULATING FOAM. PROPOSED MASTER CONTRACTOR TO VERIFY THE BARRIER(5) MAINTAINS PERMANENT CONTACT WITH THE EXTERIOR PROVIDE MSULATNG SHEATH BEDROOM FOR STORM (5"WIDE WOOD BEDROOM +1 " OOD LOCATION OF ALL PREDETERMINED TT EE "':T!�^" a TWE R!M 1"OA!RD 10 TIME 6I.I1 1 1�1"1 ell A'�.(51 DFAN P!PE INSIDE g� ���)DECK " (5 WIDE W FLO RIM) FVW LOADS,AND P�V� m PLATE AND THE RIM BOARD AND THE SUBFLOOR NEW 3/4 CDX PLYWOOD. CONTINUOUS STRUCTURAL SUPPORT SHALL BE AIR SEALED_ NEW 2"X 6'BOTTOM PLATE PROVIDE DEL PROVIDE DBL DOWN TO FOUNDATION.ANY NEW 2ND FLOOR _ NEW F O-W/12 PERyF�ORMANCE BLOCKING BELOW BLOCKING BELOW UNFORESEEN POINT LOADS ARE TO EL. +10'-0" RATED I-JOISTS s O.C. ALL WALLS(TYP). ALL WALLS(TYP). BE BROL6HT TO THE ATTENTION OF FLOORS, INCLUDING THE AIR BARRIER SHALL BE INSTALLED FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED - - — THE ARCHITECT OF RECORD. CANTILEVERED FLOORS AND AT ANY EXPOSED EDGE OF INSULATION. TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE NEW 1ST FLOOR TOP PLATE _ FLOORS ABOVE GARAGES OF SUBFLOOR DECKING.ALTERNATIVELY,FLOOR FRAMING DEL. +V-0° CAVITY INSULATION SHALL BE N CONTACT WITH THE NEW no�"G BOARD N ORDER TO STABILIZE FLOOR NOTE: TOP SIDE OF SHEATHING,OR CONTINUOUS INSULATION CONSTRUCTION AND PROVIDE DRAFT ALL PROVIDED ELECTRICAL WORK INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING EXTER WALL CONSTRUCT ON NEW(2)2'X 6"TOP PLATE STOPPING AND FIRE 5LOCKNG IS TO BE INSTALLED N AND EXTENDING FROM THE BOTTOM TO THE TOP -P X 8"CEDAR BOARDS VERTICALLY CONTRACTOR IS TO INSTALL CONTINUOUS ACCORDANCE WITH THE 2020 PROPOSED BLOCKING BETWEEN ALL FLOOR JOISTS NYSBC,THE 2018 INTERNATIONAL OF ALL PERIMETER FLOOR FRAMING MEMBERS. - I"RIGID INSULATION BOARD lR-5) PROPOSED - TYVEX F10USEU1R4P,SEAM TAPED AT MID-SPAN(TYPJ RESIDENTIAL CODE CHAPTER 34 TO 0 - 1/2'CDX PLYWOOD SHEATHING (TILE FLOOR G B �) PROPOSED DININC•c BATH 43 AND THE NATIONAL ELECTRIC EXPOSED EARTH IN UNVENTED CRAWL SPACES BARRIER CRAWL SPACE INSULATION,WHERE PROVIDED INSTEAD °' - 2"X 6'WOOD STUDS 6 Ib"O.G. " PROVIDE FULL HEIGHT CODE(NEC)/N1FPA 10. NEW 3/4 CDX PLYWOOD. ROOM BEYOND �� 711E INSIDE SHOW/=R BASEMENT CRAWL SPACE SHALL BE COVERED WITH A GLASS I VAPOR OF FLOOR INSULATION,SHALL BE INSTALLED -SPRAY FOAM NSUNTE I +/- 30 (5"WIDE WOOD FLOORING) AND WALL TILE e42' REVISION DATE DESCRIPTION NATO SLAB FO!?NDATIONS RRETAR?ER/AIR 1N ACCORD NCE 101t!-!SECTION R402210. N A:CCOPaANC5 WITH �CTI� iR40221r0 - 1/2"GYP BOARD INTERIOR ���'2"k�c"B,^*T�f PLAT, TOR Al_L Ot�IER WALLS. I NOTE: NEW PRI-W/12 FEWOF41ANCE NEW LOAD BEARING WALL CONTRACTOR TO LIMIT DISTURBNG THE PENETRATIONS THROUGH CONCRETE FOUNDATION CONDITIONED BASEMENT FOUNDATION WALL RATED I-JOISTS a 12'OL. SE FOUNDATION FOR BEAM LOCATIONS. WSTNG FOUNDATION WHILE EXCAVATING NEW 1 FOR NEW POUND CONCRETE STOOP. WALLS AND SLABS SHALL BE AIR SEALED. INSULATION SHALL BE INSTALLED IN - FN let FLOOR am - - ANY VISIBLE DAMAGE TO EXISTING ACCORDANCE WITH SECTION R4022B.1. EL.0-0 BLOCK FOUNDATION IS TO BE BROWIHT GLASS I VAPOR RETARDERS SHALL NOT BE USED - - - - - - - - ---- TO THE ATTENTION OF THE ARCHITECT OF AS AN AIR BARRIER ON BELOW-GRADE WALLS SLAB-ON-GRADE FLOOR INSULATION SHALL BE NEW BASEMENT CEILING y RECORD. AND SHALL BE INSTALLED M ACC WITH INSTALLED IN ACCORDANCE WITH SECTION R4022.10. . -1r0"- r l�l L ,qT NEW LOAD BEARINrs WALL SECTION R1021 OF THE INTERNATIONAL SEE PLAN FOR BEAM DRYERS T _-.... -._ LOCK LUXURY __.. _ ...T_ VINYL PLANK FLOORING) LOCATIONS. - RESIDENTIAL CODE. O BE VENTED TO EXTERIOR AS PER(R15011) CELLAR WALL SYSTEM -7.1 e PROPOSED LA�INDRY -APPLY 'DRYLOK'TO PROPOSED FIND WALL BEDROOM 04 DUCT AND FLUE SHAFTS TO EXTERIOR OR INSULATION SHALL BE FITTED TIGHTLY AROUND UTILITIES `p PROVIDE GALVANIZED METAL DRAIN PAN -I"AIR SPACE (CLICK LOGO LUXURY " SHAFTS,PENETRATIONS UNCONDITIONED SPACE SHALL BE SEALED. PASSING THROUGH SHAFTS AND PENETRATIONS UNDER WASHING MACHINE AND CONNECT -2"X4"ACQ STUDS+ 16NOC W/ACQ SHOE PLATE VINYL PLANK FLOORING) IN THE BUILDING THER 1AL ENVELOPE TO TO FLOOR ORAN AS REQUIRED. -R-15 BATT INSULATION UTILITY PENETRATIONS OF THE AIR BARRIER SHALL MAINTAIN REQUIRED R-VALUE. i. -I/2"GYPSUM BOARD 'NATIONAL GYPSUM'MOLD RESISTANT-VAPOR BARRIER NEW BASEMENT SLAB CONSTRUCTION ADMINISTRATION BY: BE CAULKED,GA $KETED OR OTHERWISE SEALED AND SHALL ALLOW FOR EXPANSION,CONTRACTION ,I EL G ifll G7F;ce:stir+t v (rct-"te£v�+»;tea O c cGaIIV, e,. CREATE DESIGN BUILD GROUP LLC OF MATERIALS AND MECHANICAL VIBRATION. NEW CONCRETE FOUNDATION WAIL t FOOTING ?" -ALTEMIKIN OF TINS DOCUMENT EXCEPTNYA LICENSED PROFES910NAL a LLEAIIL• WITH COWL WATERPROOF MEMBRANE AT NEW 4'THICK PL.SLAB V 6X6 CLIENT: DATE: SCALE: NARROW CAVITIES OF I NCH OR LESS THAT ARE BATTS TO BE INSTALLED IN NARROW CAVITIES SHALL PERIMETER AND 5 REBAR DOWELS. 010 WELDED WIRE MESH LAPPEDIm SEFI GRAIDER 08/17/22 AS SHOWN NARROW CAVITIES NOT ABLE TO BE INSULATED SHALL BE AIR SEALED. BE CUT TO FIT OR NARROW Cry4VITIES SHALL BE PROVIDE CONT.SILL SEALER t COPPER TERMITE MIN OF ONE FU1U_MESH t WIRID SHIELD UNDER NEW 2'x 6'AL:62 SILL ABOVE TOGETHER•48-OC OVER 6' FILLED WITH NSULATION THAT ON INSTALLATION CLIENT/ADDRESS/SCOPE OF WORK WALL AND SECURE IR"DIA ANCHOR BOLTS• THICK BASE COURSE CONSISTING READILY CONFORMS TO THE AVAILABLE CAVITY SPADE. V-0'O.0 MAX PROVIDE A MIN.OF TWO BOLTS OF CLEAN SAND, GRAVEL,OR GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE INSULATED PORTIONS OF THE GARAGE SEPARATION ASSEMBLY PER SILL AT 12"MM.FROM EA CORNER Gip STONE. PROPOSED GARAGE AND CONDITIONED SPACES. SHALL BE INSTALLED N ACCORDANCE WITH SECTIONS R303 AND R40221. SECTION 'A I RESIDENCE RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE SCALE: 1/4" = V-0" RECESSED LIGHTING BUILDING T14ER'1AL ENVELOPE SHALL BE AIR BUILDING THERMAL ENVELOPE SHALL SEALED IN ACCORDANCE MTN SECTION R402.45. BE AIRTIGHT AND IC RATED,AND SHALL BE BURIED OR SURROUNDED WITH INSULATION. ALL HOLES CREATED BY WIRING,PLUMBING INSULATION SHALL BE INSTALLED TO FILL 410 AQUAVI EW ROAD PLUMBING,WIRING OR OR OTHER OBSTRUCTIONS N THE AIR THE AVAILABLE SPACE AND SURROUND WIRING, TABLE 109.1 EAST MARION OTHER OBSTRUCTIONS BARRIER ASSEMBLY SHALL BE AIR SEALED. PLUMBNG,OR OTHER OBSTRUCTIONS,UNLESS THE DRANAGE FIXTURE WITS FOR FIXTURES AND GROUPS 7 REQUIRED R-VALUE CAN BE MET BY INSTALLING INSULATION DRAB MINIMUM SIZE TRAP ROM 4'VEIN THROUGH ROOF NEW YO RK 11939 AND AIR BARRIER SYSTEMS COMPLETELY FIXTURE WIT TO THE EXTERIOO'SIDE" Ot THE 055TPJCTIC45. FIX1U�TYPE VALUEA�AD IMGNES) NEW HALL NEW MASTER THE AIR BARRIER INSTALLED AT EXTERIOR WALLS BATHTUB WITH OR WITHOUT OVERHEAD 2 1-1/2" BATHROOM 2" BATHROOM ADDITION/ SHOWER/TUB ON ADJACENT TO SHOWERS AND TUBS $HALL EXTERIOR WALLS ADJACENT TO SHOWERS SHOWER OR WHIRLPOOL ATTACHMENTS EXTERIOR WALL SEPARATE THE WALL FROM THE SHOWER OR TUB. AND TUBS SHALL BE INSULATED. 2" 2" DISHIUASHiNCsMACHINE,DOMESTIC 2 1-I/2" "r-------�I--- .1 --- -----p -_------ ---p �------ RENOVATION 2 I IR 1 1 IR 1 V2 I 2-1 1 1/2 1 I/2 I I I I I I I II I/1°I r./ N- �. THE AIR BARRIER SHALL BE INSTALLEDBEHIND KITCHEN SINK DOMESTIC R I ' I I ' I i I t-�� � tau �♦. BOX �i� �•� _ �a �s 2 1-1/2 I I NEW 1 I NEW NEW i .��..•---... ,. G7..Gv11�1Lt4-!I >'7�/1`1C W%� MECTRI'CAL AII^ Co " IUi`III^A lt/1YLAN/. i I LAf'' LA✓ I AoruITErr.l,,,.•.:..::.: AR.•N.}'!ziCT^F R`:CO;?'J ON EXTERIOR WALLS ALTERNATIVELY,AIR-SEALED BOXES SHALL BE 1 I I ED R ARCHDAVID CHAGNON �R ,`C ARCHITECT KITCHEN SINK DOMESTIC WITH FOOR " /y TEL:1.646-7643376 INSTALLED. 2 I-1/2 I I NMI 5 WASTE DISPOSER AND/oR DISHWASHER I NEW I NEW TUB I � 'C Ri� NEW I wL. NEW I we � P .y �` I 2' 2' 2' �/ Q `� `trjrr HYAG SUPPLY AND RETURN REGISTER BOOTS LAVATORY 1 1-1/4° 2ND FLOOR SHou!!=R Q r #" '".�{,� �-� HVAC REGISTER BOOTS THAT PENETRATE BUILDING THERMAL ENVELOPE - SHALL BE SEALED TO THE SUBFLOOR,WALL COVERING SINK 2 1-1/2" 2' 3■ 2' 2' 3• 2' * °" 1 .p � OR CEILING PENETRATED BY THE BOOT. WATER CLOSET,PRIVATE 0.6 GPF) 3 NOTE D NEW N �,, ; �" DAVID ���� w.. ;_.:; r�^'y�' r-- -----�----r--- ---2--r------r '9�, 042$30- 0 CHAGNON WHERE REQUIRED TO BE SEALED,CONCEALED /� /� �/� �/� KITCHEN WATER CLOSET,PRIVATE 1 1/2"1 2'1 1 1/1'I I I V2' I I ` 'ALTERATION OF TNLS DOCUMENT CONCEALED SPRINKLERS FIRE SPRINKLERS SHALL ONLY BE SEALED N A 4 NOTE p 1 1 I 1 I O r' N�'� EXCEPT BY A LIC NSED (FLUSHING GREATER THAN lb GF'F) I 1 I 1 PROFESSIONALISILLEGAL• MANNER THAT IS RECOMMENDED BY THE MANUFACTURER — i I 1 I CAULKING OR OCHER ADHESIVE SEALANTS SHALL NEW A FOR TRAPS LARGER THAN 3 INCHES,USE TABLE 1092 i i NEWI ISNC NEW I STATUS NOT BE USED to FILL VOIDS BETWEEN FIRE SPRINKLER 1 1 I 1 piSHW,ASNER COVER PLATES AND WALLS OR CEILINGS. B.A%MI;HEAD OVER A BATHTUB ATTACHMENT DOES NOT INCREASE THE i NEW DRAINAGE FIXTURE WIT VALLE �I I UIC L I I I 2' 2' i Vt" A. INSPECTION OF LOG WALLS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF ICC 400. C.SEE SECTIONS 10'32FIXTURES THROUGH D IN T FOR METHODS OF COMPUTING WIT FIRST FLOOR SHEET nnE VALUE OF FIXTURES NOT LISTED IN THIS TABLE OR FOR RATING OF DEVICES �y B.AIR BARRIER AND INSULATION FULL ENCLOSURE IS NOT REQUIRED IN UNCONDITIONED/VENTILATED ATTIC SPACES AND AT RIM JOISTS. WITH NTER1'11TTENT FLOUTS. 2' 3' D.TRAP SIZE SHALL BE CONSISTENT WITH THE FIXTURE OUTLET SIZE NEW BATH ECTION E.FOR THE PURPOSE OF COMPUTING LOADS ON BUILDNG DRAMS AND SEWERS, F---------r----I---- WATER CLOSETS AND URINALS SHALL NOT BE RATED AT A LOWER DRANAGE II V2' 2'1 1 IR' FIXTUI;F-UNIT UNLESS THE LOWER VALUES AFS CONFIRMED BY TESTING. I I I ...........1,�:TO 5'MAIN F . + 1 I CD. " DRAWI71G Am N1 D F.FOR FISTUIRES ADDED TO A BATHROOM GROUP,ADD THE DFU VALUE O THOSE I I NEW LAV. ADDITIONAL FIXTURES TO THE BATHROOM GROUP FIXTURE COUNT, i i I AANDP PIPE DtRA G.SEE SECTION 4062 FOR SIZING REQUIREMENTS FIXTURE DRAIN,BRANCH i I NG NEW DRAIN AND DRAINAGE STACK FOR AN AUTOMATIC CLOTHES WASHER NEW I W.C. 2N STANDPIPE SROWER BASEMENT RISER H.SEE SECTIONS 1M4 AND 109.41 2° SANIFLOW PUMP SYSTEM DRAWING No. SHEET No. PLUMBING RISER A _ 7 SCALE: N.T.S. A7 OF 10 I i CREATE DESIGN/BUILD PRINCIPAL/ARCHITECT OF DESIGN: MIChlAEL MUNOZ 631-464-6668 12" USE A MINIMUM OF 12" ,, THREE ad NAILTHIS SIDE OF TRUSSUSS. � \ / SIMPSON MODEL ° MST27 OR 1-1/2"W 20ga.1 FI °° ° •° ° METAL STRAP @0L8fW&-2iXrP JUSTA5L HANGER 11D:>G p3 RUCTURAL RIDGE °E n"ex^^!STIr-7A!'" &C 4'ST�'O"Lrs-TIE 9vi8AILS siR!SgM�Tic Ai LStAiB WITH l3)ed C.ONIMON NAILS LSU26-2X6 PLATES -•o LSSW8-2X8,2X10,OR 2XI2 LOCATED AT EACH END OF STRAP LS&D8-2X82XI0,OR 2XI2 LOCATED At EACH END OF STRLSTAIS WITH(3)Od COMMON AP ed NAILS SIMPSON URiPICAN STRAP 5 JOIST 7'TCONNECTIONSTRONI \° \ OR 1-I/4" x 20 ga.STRAP SIMF'� STRONG-TIE HI MST27 HD2A `\ � o ° CS20 AT CORNERSSIMPSON ,. .. ° MST27 ORMODE W 20ga\ o ® / METAL STRAP p6 OUNT ANC3ER p� S ! p8 POST BASS SlMIxffiM TTZONG-tIE LUS 28 SIMPSIP 1;ON StRONrs-TIE RC 22 SIMPSON STRONG-TIE ASA44 t. a LTP4 GRADE BP WIP CORNER PLATS LENGTH SIMPSON STRONCs-TIE HCP \` a \\\ END BP LENGTH p16 MST21 STRAP CONNECTION DETAIL SIMPSON STRONG-TIE MST21 OR 1-1/2"WITH 20 ga.METAL STRAP SIMPSON STRONG TIE STAP AN NAILS� LT.(INN OSE,CAR�LA5TUD SU�ACE f'L'4GED At EACH REVISION DATE DESCRIPTION poo FOR SINGLE STUD INSTALLED ►�!CTL7 _ CL AR OVER TOP AT 1 D.C. !a�RI4 O� y' y y SIDE OF STUD y �' p10 STUD�!I;AXTtA�04 JOTH = STORY WALL HEIGHT L= LENGTH OF FULL HEIGHT SIMI'SON0 METAL STSHEARWALL SEGMENT (3)Sd N END OF STRAPI2"MM W H SEGMENT WIDTH (U SEARW_X ON STUD SUWACE PLACED AT 8'--1: 2'-4" 48"O.C.WITH LTP4 ATTACI-IOJG MUDSILL TO V L V 9-11. 2'-8' MST27 LENGDTH H10 " SSP RI JOIST 10-1 S-O" SIMPSON CS20 OR qa - 1-1(4" 20 GA. GALV. METAL �E(4"NAIILLS 12"M�EA0R7,13; STRAPPING MIN. 12" ON STUD SURFACE PLACED AT EACH STUD. ON STUD SURFACE • (3 - 8d NAILS AT EA. END OF STRAP) FOR DOUBLE STUDS ° I ° p11SILL PLATE To r-ouNDATION ° SIMPSON STRONG-TIE MST21 OR 1-1/2" WITH 20 ga.METAL STUD TO STUD CONNECTION STUD TO STUD CONNECTION SQeS CONSTRUCTION ADMINISTRATION BY: STRAP(4)8d NAILS 12"MIN.SEARING ON STUD RFACE p� _, _7!E Cc2m p12A o n ne,eny gT .,,.�_TIE CS20 T T LDOWNED WITH 5 8W � .. _ ,DATE D.-S R BU LD GROUP LLC R'?=^.�.24 F Ac•r,<EI�rR�, ;mac d c-� T 54 r S,... a �� (`I? G I(� 1 I 1 P 1 FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL, ALUMINUM OKI COPPER ROOFING NAILS,MIN. 12 GAGE SHANK W/A MIN.;!"HEAD o A<• '«N•Fr..•B *EX�T..AL�ENs® „AL�.u<,"` 8 I CLIENT: DATE: SCALE: ASTMF1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND SEFI GRAIDER 08/17/22 AS SHOWN A MIN.OF 4"INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN T' THICK.THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING R905.26 ASPHALT ROOF SHINGLES SHALL HAVE A MIN.OF SIX FASTENERS PER SHINGLE WHERE THE ROOF CLIENT/ADDRESS/scope of WORK IS IN ONE OF THE FOLLOWING CATEGORIES-THE BASIC WIND SPEED PER R301.2(4)IS 110 1/4" TRAP. GAUGE 1 SEE PLAN FOR TYPICALTORY�APPLICA�TIONSR MPH OR GREATER AND THE EAVE IS 20`ABOVE GRADE R905.27 FOR ROOF SLOPES FROM COIL STRAP. HEADER SIZE. ._ TWO VERTICAL UNITS IN 12 UNITS HORIZ.UP TO FOUR UNITS VERT.IN 12 UNITS HORIZ. FRAME OPENING FORP UNITS SHALL 13E TWO LAYERS. PKU Ubt NEW WINDOW OR �S EXTERIOR DOOR 6NDRBLSWITH SS Bi1 AMOOT RESIDENCE PROVID JOIS SIMPSON CS20 OR SIMPSON CS20 OR HA GERS AT 1-1/4" 20 GA. GALV. A.COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED Nq 1-1/4" 20 MI GALV. RIM JOIST TO 14Y C.D.X PLYWOOD ANDSHE 0I12 AT EXTERIOR WITH ed NAILS STRAPPING MIN. 12" FLOOR JOIST STRAPPING MIN. 12" A 6' O.C. AT EDGES AND ®t2 O.C. IN THE FIELD B.NAILS SPACED AT 6"OC AT EDGES, 12"AT INTERMEDIATE SUPPORTS EXCEPT 6"AT SUPPORTS ON STUD SURFACE / ON STUD SURFACE (LUS28) (3 - Sd NAILS AT EA. 'A EDGES AND oAO.0 TIN IT�HE FlQD COOLER NAILS A 7" O.C. WHERE SPANS ARE 48"OR MORE.FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLE (3 -^8d NAILS AT EA. _ (3 OF STRAP) BOARD DIAGRAMS AND SHEAR WALLS,REFER TO SECTION 2305.NAILS FOR WALL SHEATHING END OF S—IRAr) OR�% - p16 SHEAR U1ALL SEGMENT DETAIL ARE PERMITTED TO BE COMMON,BOX R CASING. 410 AQUAVI EW ROAD C.COMMON OR DEFORMED SHANK. SCALE: 3/8" ■ I'-0" D.COMMON. EAST MARION, E.DEFORMED SHANK. p,j CANTILEVER ER F.CORROSION RESISTANT SIDING OR CASING NAILS. �} G.FASTENERS SPACED 3"OC AT EXTERIOR EDGES AND 6"OC AT INTERMEDIATE SUPPORT. SIMPSON STRONG-TIE C820 AND LUS28 NEW YO RK 11939 H.CORROSION RESISTANT ROOFING NAILS WITH 16"DIA HEAD AND 12"LENGTH FOR z' SHEATHING AND 12"LENGTH FOR J5,"SHEATHING. p1 AD R CONNECTIONS I.CORROSION RESISTANT STAPLES WITH NOMINAL 16"CROWN AND 11"LENGTH FOR 2" I/4"MM 20 ga.COIL SCRAP SHEATHING AND I�'LENGTH FOR 22"SHEATHING.PANEL SUPPORTS AT 16"(20"OF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL UNLESS OTHERWISE MARKED) ADDITION/ J.CASING OR FINISH NAILS SPACED 6"ON PANEL EDGES, 12"AT INTERMEDIATE SUPPORT. K.PANEL SUPPORTS AT 24".CASING OR FINISH NAILS SPACED 6"ON PANEL EDGES, 12"AT INTERMEDIATE SUPPORTS. C 0 N N E C T 1 0 N A N D N A I L I N G S C H E D U L E Table 301 .7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS RENOVATION I.FOR ROOF SHEATHING APPLICATIONS,8D NAILS ARE THE MIN.REQ'D FOR WOOD STRUCTURAL WITH FINISHED CEILING ATTACHED TO RAFTERS PANELS. F A S T E N E R S DOUG-FIR LARCH_/SO. PINE UPLIFT SPRUCE-PINE-FIR UPLIFT UPLIFT ALLOWABLE LOADS 1•2 LOAD ALLOWABLE LOADS 1.2 LOAD INTERIOR WALLS AND PARTITIONS H/180 M.STAPLES SHALL'HAVE MIN.CROWN WIDTH OF 16 WITH WITH ARCHITECTURAL ARCHITECT OF RECORD T:,P(>R R�.^.,F._r1r ATII', e nnI I rr xT Tr..T n a n A nr e" i rrc o A T 7Q TQ TO AVERAGE LI FT Al, R{Y I IPI IFT T � H v 1\ no 4r, . A GA.„Z„; TAS IS S, FT)w Or' T F1`.,,.<, ., A , f�T l ��, 1\ �z,:�:, E__ . Y F:C ,,S L/� cJ G_�l�l1 h ARCHITECT NON INTERMEDIATE SUPPORTS. MODEL R , �� STUDS 133 k 160 133 NAILS CEILINGS WITH BRITTLE FINISHES (INCLUDING L 360 � i C yr TEL:1-646-7643376 (133) (160) F, FZ (133) (160) F, FZ O.FASTENERS SPACED 4"OC AT EDGES,8"OC AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND PLASTER and STUCCO) / \ (R K WALL SHEATHING AND 3"OC AT EDGES,6"AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING. H1 18 "x i\ 4-8d — 192 490 585 485 1 165 455 400 400 415 140 370 (C� CEILINGS WITH FLEXIBLE FINISHES (INCLUDING �(/ Q , `s P.FASTENERS SPACED 4"OC AT EDGES,8"AT INTERMEDIATE. L/240 �S, H2 18 5-8d — 5-8d 1040 335 335 — 335 230 230 — 230 GYPSUM BOARD) 11; © r h G) .-i— — I 'A 7 �- Ell H2.5 18 5-W 5-M — 1300 415 415 150 150 415 365 365 130 130 365 ALL OTHER STRUCTURAL MEMBERS L/240 _D %no EXTERIOR WALLS - WIND LOADS °WITH PLASTER H/360 * O MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS H2.5A 18 5-Bd 5-8d — 1793 600 60D 110 110 480 52D 535 110 110 480 OR STUCCO FINISH N ( REFER TO TABLE R301.4 OF THE RESIDENTIAL CODE OF NEW YORK STATE ) H3 16 4-8d 4-6d _-- 1433 455 455 125 160 415 320 320 105 140 290 EXTERIOR WALLS- YND LOADS aW!TH OTHER BRITTLE FINISHES H/240 - Q DAVID EXTERIOR WALLS - WIND LOADS °1MTH FLEXIBLE FINISHES H/1200 y 04 z CHAGNON USE LIVE LOAD DEAD LOAD H4 20 4-8d 4-8d --- 1144 360 360 165 160 360 235 2M 140 135 D5 ` (� Vy `ALTERATION OF THIS DOCUMENT EXTERIOR BALCONIES 60 PSF 10 PSF e /60o EXCEPT BY ALICENSED LINTELS SUPPORTING MASONRY VENEER WALLS L � (� H5 18 4-8d 4-8d --- 1485 455 465 115 200 455 265 265 100 170 265 PROFESSIONAL IS ILLEGAL' DECKS 40 PSF 10 PSF I I NOTE: L= SPAN LENGTH, H = SPAN HEIGHT PASSENGER VEHICLE GARAGES 50 PSF AS PER PLAN H5A 18 3-8d 3-8d --- 1500 350 420 115 180 290 245 245 100 120 170 A.FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN, THE MIND LOAD SHALL BE STATUS ATTICS WITHOUT STORAGE ROOF BELOW 3 PITCH 10 PSF 10 PSF -- -� — PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD)LOADS OBTAINED FROM H6 16 --- 8-Sd 8-8d 3983 915 950 650 --- - 785 820 560 TABLE R301.2(2). ATTICS WITH STORAGE ROOF BELOW 3 PITCH 20 PSF 10 PSF ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF H7 16 4-8d 2-8d 8-8d 2991 930 985 400 --- -- 800 845 345 --- --- B.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. SL�r A11v I nr*ajci .30 PY 10 PISF ._.-.....-� --- .-.—T.®__-_�.,,.-� _. C,FOP p Nlnntl S,m.!.�rTMtl V9.19MIS na Re'�VM V Rmcc inn T! '—IS�SwI.".ROMI A."D.17ON'S S.. STAIRS 40 PSF 10 PSF He 18 5-10d x I\ 5-10d x 1\ — 2422 62D 745 — — 530 565 — — OR PATIO EA��VM NOT SUPPORTING s���R �MA���T�� � ecT T:r.E GUARDRAILS AIND HANDRAILS 200 PSF 10 PSF HINT 18 4-S01 x 1\ 5-SDI It 1\ -- 2812 875 875 680 125 — 755 755 680 125 -- SUPPORTING EDGE OF GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/175 FOR EACH n IC'r I Ili-4 I/Qn rro nx runOr I ruinu nr lur unloro IIu1n inwo N`unw C7olunnIT rro ROOF LOADING LIVE-GROUND SNOW LOAD 30 PSF HID 18 8-8d x 1 \ 8d x 1 \ — 3135 905 990 585 525 — 780 850 505 450 --- ROOF VENTILATION REQUIREMENTS HIM 18 8-Bd x 1 \ Bd x 1 \ -- 3135 905 990 585 525 — 780 850 505 450 — H10-2 18 6-tOd 6-tOd -- 2447 760 760 455 395 — 655 655 390 340 — §RR806.1 Ventilation required. Enclosed attics and enclosed rafter spaces farmed where ceiings are applied directly to the underside of roof rafters shall have cross venUarion for each separate ace b ventilating openings rotected against H1tZ 1t1 -16d x 2 -1sd x 2 — FN7 830 OM 525 760 — 715 715 450 655 — Coo cep space Y 9P 9 .T . ,.� I � w the entrance of rain or snow. Ventilating openings shall be provided with corrosion-resistant wire mesh, with 1/8 inch (3.2 mm) minimum to 1/4 inch (6.35 mm) maximum openings. ®ETA I L S §RR806.2 Minimum area. The total net tee ventilating area shall not be less than 1 to 150 of the area of the space ventilated except thot the total area is permitted to be reduced to 1 to 300, provided at least 50 percent and not more than 80 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet (914 mm) above eave or cornice vents with the balance of the required ventilation provided by eave or cornice vents. As an alternative, the net free cross-ventilation area may be reduced to 1 to 300 when a vapor barrier having a transmission rate not exceeding 1 perm (57.4 mg/sm2Pa) is installed on the warm side of the ceiling. I I §RR806.3 Vent clearance. Where eave ar cornice vents are installed, insulation shill not block the free flow of an. A DRAWING No. SHEET No. minimum of a 1-inch (25.4 mm) space shall be provided between the insulation and the roof A 8 sheathing at the location of the vent A 8 OF I 0 CREATE DESIGN/BUILD PRINCIPAL I ARCHITECT OF DESIGN: MICHAEL MUNOZ 631 -464-6668 12*MAX 12"MAX. 2-16d COMMON SYMPSON TTOUS NAILS"6"O.C. L no rmoe Mn 2 toeli3lls S**11 be hst;t"ed in each Ode W.a raft"01 rellIfiflolst When fastelled to a 2x4 top pt DEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY D FOR FULL 1.EN4a1`F1 st000ate, OF STUD. I's excrec!0,tkw V 4LI,v 1*4�iiastr v d as f ws: LO 00 GROUND SNOW LOAD 12 Waif"eight 20 PSF 7TP�SF 50 PSF 70 PSF A. X. . 10 Adjustment Fedor I Plate to Rldge ROOF SPAN (fL ALTERNATE ) < "*I&Ift) 12 1 24 1 36 12 1 24 1 36 1 12 1 24 1 36 1 12] 24 36 COLLAR TIE 0. C.4 1100 1.00 *11.1 00 RAFTER SLOPE RAFTER NUMBER OF 16d COMMON NAILS or 40d BOX NAILS 00 ills lis as ALL STRAPPING TO BE 1 1/4' X 20 GAUGE STL SPACING PER HEEL JOINT CONNECTION 1.2-3.4-5.6 20* 1�,W 1,so (in.) SIMPSON a EQUIVALENT - CS20 ( COILED STRAP ALTERNATE > 12 4 7 10 4 8 12 1 11 17 8 15 22 a" VIE 16 5 9 13 5 10 16 8 15 22 10 20 29 AT RAM TO RIDGE CONNECTION. 3:12 19.2 6 11 16 6 12 18 9 18 27 12 24 35 A 24 7 13 19 8 15 23 11 22 33 15 29 44 FOR STRAP - 3 8d COMMON NAILS 0 EA. END OF STRAP Walls Resisting Uplift and Shear" Exposure B 12 1 3 5 8 3 6 9 5 9 13 6 11 17 FOR NOTED COLLAR /CI.G. TIE- 3 10d COMMON NAILS @ EA. ptive Aftemative to Table 3A) 16 4 7 to 6 11 17 8 15 22 AT RAFTER TO TOP PLATE TO STUD CONNECTION. 19.2 4 8 t2 5 9 14 7 14 20 9 18 27 24 5 10 15 6 12 17 9 17 25 11 22 33 I gust(mph) 90 SIS 10 115 20 130 140 ISO 160 FOR STRAP - 3 8d COMMON NAILS @ EA. END OF STRAP 100=1 11 1 1 1 1 12 3 4 6 3 5 7 4 1 10 5 1 14 FOR TOENAILING- 5 8d COMMON NAILS, 5/8* ANCHOR BOLT 0 32" O.C. FOR 1 STORY Top&Bottom of 5:12 16 1 3 6 8 3 6 9 5 9 14 6 12 18 FOR,C.J. TO R.R. - 11 16d COMMON NAILS( FOR 5 Panel Naltirm 19.2 4 7 10 4 8 11 6 11 16 7 14 21 9 16d COMMON NAILS( FOR 5/8- ANCHOR BOLT 0 32- O.C. FOR 2 STORY 7/8"n1rA.1*H1tF_A13En PU3r3 F_ME1EI313En Requirements Maximum Roof Span(it) 24 4 8 12 5 9 14 7 14 20 9 IS 27 FOR C OF EA. PLATE TO PLATFORM ABOVE - 1 116d COMMON NAILS)@ 16' D.C. 12 1/2"rN-rC3 C0T4CP_F_=W/"SIMPS014"AT Nall 1) MIN. 7- EMBEDMENT INTO CONCRETE MOR S`rREN4aTTT PROXY ADHESIVE) 12 3 3 5 3 4 5 3 5 8 4 7 10 F(:),P-TEMPS C317 40-F USE"S"VMSO-14"AT Rows spacing 16 3 4 6 3 5 7 4 7 10 5 9 13 AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION W/3- SQUARE WASHERS AND END NUT SETUP 1-110H STRENGTH ACRII-IC ADHESIVERails 111n) 7:12 19.2 3 5 7 3 6 8 4 8 12 5 10 15 ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS 2) ANCHOR NOTED HEREIN ARE TO BE USED FOR 14 4 24 3 6 1 9 4 7 10 5 10 1 15 7 13 19 1 OR REPLACED BY HOLD DOWNS FOR SHEARWALLS. let FLOOR 1.1 3 36 36 36 36 36 32 24 12 12 3 3 4 3 3 4 3 4 6 3 5 8 FOR STRAP - 3 8d COMMON NAILS @ EA. END OF STRAP od 6 36 36 36 1 36 36 32 24 16 3 3 5 3 4 5 3 5 8 4 7 10 FOR C OF EA. PLATE TO PLATFORM ABOVE - 1 0 C OF EA. PLATE TO 6 12 28 20 16 12 3)1 - ANCHOR BOLT IS TO BE LOCATED BETWEEN a 2s 4 36 36 36 1 36 36 36 3 36 6 ;2 9:12 19.2 3 4 6 3 4 6 3 6 9 4 8 12 PLATFORM BELOW - 1 16d COMMON NAILS 0 16' O.C. 6' MIN. TO 12" MAX. FROM ENDS OR CORNERS. 1 3 36 36 36 1 36 36 36 36 36 36 36 36 36 32 24 24 3 5 7 3 1 5 8 1 4 8 11 5 10 15 1 6 4 3 3 3 3 1 3 3 5 3 4 6 FOR STRAP- 3 8d COMMON NAILS 0 EA. END OF STRAP ANC44OR 5OLT SPECIFICATION FOR FULL LENGTH a t3F ST1.113. ad 1 3 36 36 1 36 36 36 36 36 36 28 20 16 12 6 1 6 36 36 36 3: 36 36 1 36 36 28 20 16 1 12 2 3 3 4 3 3 5 3 5 7 3 6 9 FOR C OF EA. PLATE TO PLATFORM 10 e a -71294 3 3 4 6 3 6 1 9 4 8 1 11 T1 2-16d COMMOW TO ROM km"V'�'Y 70 S!,L P!ATE( S, ON,AT STUD i 1 3 3 36 36 36 3 36 36 36 36 36 36 36 32 24 20 12.12 PLATFORM BELOW- I 16d COMMON NAILS 0 16' O.C. 3 36 36 36 35 36 36 36 36 36 36 36 36 36 32 1. NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25%IF NAILS ARE CLINCHED. 2.-HEEL JOINT CONNECTION ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOADBEARING WALL, HEADER,OR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADs. AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S) CONNECTION 1 4 36 36 36 36 36 36 28 20 12 SLAB ON GRAM APPLICATION. 3 36 36 36 35 36 36 36 36 36 24 20 16 12 ed- - I-WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR RAM TO A 0 6 36 36 311 36 36 36 36 36 36 24 20 PLYWOOD SHEATHING BEA WA THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO FOR STRAP - 3 8d O)MMON NAB 0 EAEND OF STRAP 2s 4 36 36 36 36 36 36 36 36 36 36 36 24 LO' 0 11ONALLY TO THE REDUCTION IN SPAN. 8d COMMON NAILS THE RENCEWD R FOR C OF EA. PLATE TO PLATFORM BELOW 1 116d COMMON NAILS @ 16 O.C. 3 36 36 36 36 36 36 3 36 36 36 36 36 ra O.C.EDGE FIELD 6 4.-EQUIVALENT CONNECTIONS ARE RFQUIRFD FOR CEK ING MST M CER ING JOIST UP SPLICES. Spnicii Vesqri Wmd and Seamit JSaFA`Sj lof proper ceign and dirtaqiire Off woo (I II I10 131A>CK_rNc3 4gi 0 ASSEMBLY. TABULATED HELL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE CEILING 10 6.-TABULATED HEEL JOINT CONNECTION REMIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARE LOCATED AT THE BOTTOM OF THE AITC SPACE. EN CEILING JOISTS OR RAFTER TIES ARE LOACTED HIGHER IN THE ATTIC SPACE,NO ATTIC STORAGE IS ASSUMED AND THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS HOLD DOWN (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) SHALL BE INCREASED BY THE FOLLOMNG�Zfd�S- Mn=W)MIE %gN.?"IEW 1/2 2 §SRR402.2 Concrete. T 1 1/3 1.5 1/4 1.33 REVISION DATE DESCRIPTION Concrete shall have a minimum specified compressive 1/5 1.75 12 2X4 CONTINUOUS scrvwsow-Ymus A 111 strength shown in table RR 402.2(1)Concrete subject LATERAL BRACE 844EARWALL SEG. DETAIL (TYP-) 11�0 to weathering as indicated in table RR301.2(1) AT GO.C. NOTE LATERAL DEFLECTION Or THE RAFTER BELOW THE RAFTER TIES WHEN 3/4 INCH W-0 RAFTER TIES 14C=:A-1_1�STRAPPING,ANCHORS,HOLM-ONVWS 8, ARE LOCATED ABOVE ONE-1MRD OF THE RIDGE HEIGHT,H .OR WHEN H 16 GREATER THAN 2 FET AND ADHESIVES TO EWR rNSrAT_T_F0 AS PER shall be air entrained as specified in table MAY REQUIRE ADDITIONAL CONSIDERATION. RR402.2. The maximun weight of fly ash,other pozzoland,silicia fume,or slag that is incluided in concrete mixtures for garage floor TRUSS OR CEILING JOIST 2nel FLOOR Rafter and/or Calling Joist to Top Plate Lateral and slabs and for exterior porches, carpot slabs,and steps that will 2-I Od NAILS PLYWOOD SHEATHING $hear Connection ReQuIrementS SPHIM Edg. Sppm be exposed to deicing chemicals shall not exceed the percentage 8d COMMON NAILS pni 1-14 00 of the total weight of cementitious materials.Materials used Ca;,6-O.C.EDGE&HELD Presc6ptive Kiternative to TaUe 3.4% 12 6 6 9 1 10 13 3U 13 14 15 18 21 Z4 217 30 5 7 1 7. 8 9 W 12 14 16 1ka 20 to produce concrete and testing there of shall comply with the SOLID BLOCKING 4. 5 5 6 6 7 19 a 9 IQ 12 114 is applicable standards listed in ACI 318. In GABLE END TRUSS 6 22 23 IS 28 31 34 37 40 47 54 62 7i 79 95 100 los 110 its 120 230 140 150 S 12 13 14 16 37 19 ?D 24 27' 31 335 40 addition to the cements permitted by ACI 318, cement complying HOLD DOWN is ♦ 4 11) 10 11 12 14 16 18 21 214 27 IMerftlE Zone 5 d COOLER NAILS Z 3 3 7 a 9 2 10 22 14 _16 ji9__n_ with ASTM C 1157 is permitted. AT 5 O.C. ilia" 6 12 27 30 33 37 40 44 48 56 65 74 814 95 14 IS J? 19 20 22 24 29 31 37 412 48 GYP.BOA Number of 8d Common Nails or 10d Box Nails(Toenalled) 29.2 30 12 IZ 14 25 16 19 22 IS 2is 32 a 2X4 BLOCK NAILED TO EACH R"ulred In Each Rafter and/or Ceiling Joist to Top Plate Conriectl 5 3 1 0 9 9 to It 12 24 17 19 2q 24 6 12 34 37 41 463 50 5S S9 70 51 §RR403.1.4 Minimun depth.. All ­+erior footincs and foundati_-- BRACE WITH 4-10d NAILS :3 rD5 jig CONSTRUCTION ADMINISTRATION BY: 5 d COOLER------) 6 6 17 19 71 71 25 78 34) Is 1 %3 60 systems shall extend below the frost line specified in Table RR301.2(1)all 1, 1. lu A- J1 at :h5 I " 10-8d 1. 14 15 19 21 24 P7 30 NAILS @7-O.C. VAI I , sEax. DETAIL (TYP-) 6 IZ 32 35 39 43 47 51 56 66 786 CREATE DESIGN BUILD GROUP LLC 3 U2 exterior footing shall be place at least '12 inches (305mm) bellow the NAILS 1 6 16 18 X 22 24 26 N 33 44 540 5 undisturbed ground. IY4 X 20 G.A. 12 14 11 12 23 is 26 17 19 n 26 29 313 3: STRAP a 9 10 it 12 13 14 17 19 22 75 28 'AL�MMM��"�OYAWENSWPOO�ALMILLWAV NOTE: 12 42 47 52 57 63 69 74 87 101 136 1 149 CLIENT* DATE: SCALE: §RR404.1 Concrete and masonry foundation walls. 21 74 26 29 32 34 57 44 St 58 64 15 I-SHEATHING AS PART OF SITEARWALL SEGMENT(SW.S.) 16 4 14 16 IS 11) 21 23 ?S 29 34 19 U So SEFI GRAIDER 08/17/221 AS SHOWN ENDWA WHERE NOTED ON FLOOR PLAN,SHALL BE CONTINOUIS FROM 3 91 " 23 Is " 17 19 12 26 29 33 ". foundation walls shall be selected and constructed in accordace with STUD _J 6 22- 56 62 64 75 62 09 105 121 139 158 179 SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. 72 31 34 38 41 IS S3 :11 70 N go CLIENT/ADDRESS/SCOPE OF WORK the provisions of this section or in accordance with ACI 318 or ACI 19.2 .6 57 19 21 23 25 28 30 35 47 5,3 60 8d COMMON NAILS(a�6"O.C.EDGE&FIELD INTERIOR ZONE 4 530/ASCE 5/TMS 402. 2-HOLD DOWNS REQUIRED AT ALL 4 CORNERS 9 1 `1 M 16 IT 29 11 17 s 4p 45 OF STMRUCTUIU 22 UO2 I I !!Tfl 87 122 §RR404.4.6.1 GENERAL. Reinforcing steel shall meet the requirements a CEILING SPACING GA15Lr= ENOWALL 3-SEE CONSTRUCTION DETAIL 2(NAILING AND STRAPPING) " 9 UNLESS OTHERWISE NOTED. 24 . , I sa 76 �9 32 34 V &DETAIL 4(HOLD DOWN&CONN). 11, 12 24 26 PROPOSED Fastenu Spading Volift Load per Nall Obs) of ASTM A 615, a 616, A 617 or 766 The minimun yield strength of GABLE ALL doublo fri"all Rake or on.) reinforcing steel shall be 40,000 psi (Grade 40) (276 MPa). Vertical 7_0T'.TR Rake Truss with upto r 6 211 31 35 is 142 1 46 1 W 1 59 lum I stake ov"hang 4 19 and horizontal wall reinforcements shall be place no closer to the ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 2" 2'-0"O.C. 2'0"O.C. Ridge Connection Requirements for Wind Exposure E 1 3 1 14 16 1 to Ia 1 22 1 2:1 1 1 1 34 L 319#119-Z. RESIDEIMECE outside face of the wall than one-half the wall thickness. Steel I reinforcement for foundation walls shall have concrete cover in TABLE R301.7 (Dead Load ASSumptions:Roof Assembly OIL-10 PS� cs V;P%? 0 0 I�MA I accordance With AC 318. STRUCTURAL MEMBER ALLO its in in 240.. ISO ISO 270 1" Frarning Member SG 0.49 10.42 10.49 10.4 2 10.4-3 0 0 0 11 6d common 70 9I 68 too fit- 63 92 _�M_ _Xm_ LIGHT FIXTURE REQUIREMENTS: RAFTERS HAVING SLOPES GREATER THAN 3 /12 WITH L 180 2'-W O.C. No& 02 us 111 tao 1 77 114 73 log NO FINISHED CEILING ATTACHED TO RAFTERS \�112"O CARRIAGEBOLT(MIN.) 2'-W O.C. 11141t Rs., IN 13S J OC P W W/WASHER&NUT(TYP.) 12 24 _0 1$ 91 10. ut, 1W M 143 184 W W /WASHER 410 AQUAVIEW ROAD §E502.1.3 Recessed lighting fixtures.When installed in the building envelope, INTERIOR WALLS & PARTITIONS H 180 19 37 `4 66 as Los 121, "14".. "at' -1261 1% 221 % 281 341 4% 73 SAS 661- EAST MARION recessed fixtures shall meet one of the following requirements: FLOORS AND PLASTERED CEILINGS L 360 TYPICAL BOLT PATTERN FOR FLITCH PLATE 24 3c] 124 154 182 111 212 M 410 487 S" 654 793 26 4S ft 119 146 M 112, 1" 319 1% d" sius at 76s 925 1. Type IC rated, manufactured with no penetrations between theinside of the 22 U IDS 137 Irs 205 243 281 A) 452 W 6,09 .711 013 10 NEW YORK 11939 ALL OTHER STRUCTURAL MEMBERS L 240 NOTE: 26 0 114 154 271 334 405 5" V12V1211 Sheztlhlag and AttachrneOt recessed fixture andceiling cavity and sealed gaskeeted to prevent air leakageEXPIDSUM 0 into the unconditioned space. EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH L 360 FOR GABLE ROOFS 10* TO 45' PITCHES. ­60 9 tol 239 ISO 166 24 Requirements for%1nd Loads 75�­ tog,, 141, tA3 _212 2 RIDGE PLATFORM FRAMING ONLY. 24 52 70 n 110 111 01 176 216 279 1% "1 Art 5it fi, 2. Type IC or rion-IC rated, installed inside a sealed box EXTERIOR WALLS - WIND LOADS a WITH BRITTLE FINISHES L 240 2. SEE FASTENING SCHEDULE A FOR NAILING a 61 &1 104 129 151 115 2M ?fit $25 "2 464 540 6201 r Winded constructed from a minimun 0.5-inch-thick (12.7mm) gypsum wallboard IN EA. ZONE. 3Z 94 119 14" 274 MA M 301 172 4" so 611 70 V. 3-secondgust 36 72 Ics 234 1" 196 230 X4 138 411 504 VA 1 6" 797 0 90 195 too 105 195 or constructed from a preformed polymeric vapor barrier,or other EXTERIOR WALLS - WIND LOADS a WITH FLEXIBLE FINISHES L 120 22 20 1? 35 43 51 W 69 Be 19 182 21J9 Z! (MIN ADDITION/ 41�_'P,303.3 113athroorri water closet compartment is 41 IN 242 air-tight assembly manufactured for this purpose, while maintaining 2,6;, U_"I, sl 0 279 V, "'i 1" , -, " ", 7135 141 is? IN I&I ­*I V8 g STRUMRAL SHEATHING RENOVATION NOTE: L - SPAN LENGTH. H - SPAN HEIGHT and other simllar roFm-s shall be provided nr In too I, required clearances of not less than 0.5 inch (12.7) from with aggregate glazing area in window. 1, 24 40 S4 fig as I= 119 in 177 219 M 322 %4 418 W that 3 inches (76mm) from insulation material. THE WIND LOAD SHALL BE PERMITTED TO of not less than 3 square feet (0.279 m2), 28 '1" 6) st 99 119 139 161 206 ISS 308 364 424 48t 91 E F E F F F E F f F E I F I E I F I E F I E I F f F E F E I F 32 53 n S2 114 n 136 159 294 236 291 152 416 495 55? W. Stud Spacing EILE Tk_'EN AS 0.7 TIMAJES ThE CCU.-%^&0.T AND -hc!f of which must be openable 1: :.3 ZZ- _R1 i.1t Pt V-f M t.t e CLADDING LOADS FOR THE PURPOSE OF THE 20 25 31 40 48 ss 63 at 119 141 164 1119 RC I C I - ARCHITECT OF RECORD 16 22 is S4 0 14 ft too 133 M In 2111; 250 V 12 6 12 6 1216112 6 121 6 121 6112 6 12 6 12 6 12 6 11211121 U 6 12 RED AR DAVID CHAGNON 3. Type IC rated, in accordance with ASTM E 283 no more than 2.0 cubic DETERMINING DEFLECTION LIMITS HEREIN. EXCEPTION: The glazed areas shall not be _Iii'� -44" `1r`� ­791 -k­ ""10C", 1`134�, "166, �`sqq, ­23S," '21i '311- 16 12 6 1216112 71 6112 16 12 6 12 12 C ARCHITECT feet per minute (cfm) (0.94-4 L/s) air movement from the conditioned required where artificial light and a machanical 24 40 sl 5G SO 95 U1 127 162 1" 239 Z82 327 316 4! 24 6 17 6 12 6 12 6 12 6 1 6 12 12 6 12 TEL:1-646-764-3376 ventilation system area provided. the minimum IS 4r 61 Its 129 348 in 232 279 329 382 �438 5 12- 6 12 IS 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 sCa pace to the ceiling caVity.The lighting fixture shall be tested at ventilation rates shall be 50 cfm(23.6L/s) for 32 sl 70 98 10? 111 1146 M its 26S jig 176 436 Sol U 12 6 12 6 12 6 1 6 6 12 12 6 12 6 12 6 12 6 12 6 12 r 1.57 psi (75 Pa) pressure difference and shall be labeled. TOP PLATE SPLICE RXQUIUMENIS intermittent ventilation air Trom the space 36 so ft 111 143 166 190 242 296 5-18 423 492 S64 22 27 U 31 43 49 SS Q ?6 94 112 132 15) IN 1: 7 6 12 6 12 6 12 6 12 6 12 ATTIC SPACE. fte Zone 26 6 22 6 12 6 22 6 12 22 22 6 1 6: 6 ,.,1:112 6 12 6 FOR WIND EXPOSURES B&C shall be exhausted directly to the outside. 11111C1.1111 r . .2 ONE STORY SLAB ON GRADE 26 36 A][ so 5� as 73 102 IIS 149 176 21114 231 24 6 12 6 12 6 12 6 17 6 12 6 12 6 6 6 6 6 6 6� 6 -iv BOARD SHEATHING or LAP SIDING a, 24 S4 64 is W, IS lit 153 111 224 263' 305 350 4; 0 * -DC ;( Z�� '28 62 74 IT �ft 114 as 171 211 ze-I '7 BUILDING MIN.SPLICE §P-P-303-7 and TJ_'303.8 Stairway i14Rx*!taxb:I;0n. 3L 3% 4" it Si2p Rafter/Truss Spiarine TABLE 402.2 and exterior stairways shall be provided with 3212 al 4" 1 N 10"'Pi'mum Nvtrlbv of lid"Inman halb Cyr 110d Sax hailt, DIMENSION LENGTH stairs, including 36 Ti1, 1",1 1111 1 1�111'11 111.14 a.Al r." "S sis c (Inches,ox.) DAVID a means to illuminate the IS Per Support MINIMUM SPECIED COMPRESSIVE STRENGHT OF CONCRETE TOP PLATE SPLICE LENGTH the landings and treads. Interior starways Sheathing 22-24 2 1 2 2 2 2 2 1 1 2 1 21 2 2 2 2 -7 04 2 8S) 0 CHAGNON IT-0" 2'-0" BLOCKING 2 BAYS____ ,Z shall be capable of illuminating tread and 16'-0" 3'-0" BACK @ 4'-0"O.C. landings to levels not less than 10 foot 9 3 3 3 EXCEPT BY A LICENSED TYPE OR LOCATIONS OF MINIMLIN SPECIFIED 20'-0" 4'-0" candles (108 Ix) measured at the center of PROFESSIONAL 15 ILLEGAL" 24'- _01' treads and landings. Exterior stairways iC�ionSmirn(irLI 1 12 26 1 193 1 24 1 4S CONCRETE TE CONSTRUCTION COMPRESSIVE STRENGTH A(fc) 28'-0" 5'-0" shall be provided with an artificial light ",*FOR" Im 13s Iso 1 200 1 40* - Weahering potentialb 32'-0" 6'.0" source located in the Inmediate vicinity the wt.,w le�r.h Wre"*1d the JK*9"M, WITH FINISHED CEILING ATTACHED TO RAFTERS STATUS 36'-0" T-0" of the top lending of the stairway. 40'-0" 8' Exterior stairway providing access-la�� SECOND FLOOR. NTETOR WALLS AND PARTITIONS H/180 11 lo,-o,, from the outside grade level shall be provided 50'-0 with an artificial light source located In the L/360 SHEET TITLE Basement mrall, foundations and other 2,500 2,500 2,500c 60'-0" 12'-0" Immediate Vicinity of the bottom landing CEILINGS WITH BRITTLE FINISHES (INCLUDING 70"-0" 1 of the stairway. L/360 concrete not exposed to the weather 80.-0" 16'-0" PLASTER and STUCCO) Basement slabs and interior slabs on EXCEPTION: An artificial light source Is not required CEILINGS WITH FLEXIBLE FINISHES (INCLUDING grade, except garage floor slabs 2,500 2,500 2,500c BLOCKING 2 BAYS at the top cnd bottom landing, provided an GYPSUM BOARD) L/240 artificial light source is located directly over ALL OTHER STRUCTURAL MEMBERS L/240 Basement vrall, foundation Wall, exterior wall TOP PLATE SPLICE REQUIREMENTS BACK Oa 4'-0' O.C. each stairway section. EXTERIOR WALLS - WIND LOADS oWITH PLASTER H/360 FOR WIND EXPOSURES B&C OR STUCCO FINISH and other vertical concrete work exposed 2,500 3,000d 3,000d ALL OTHER CASES 1 - TABULATED SPLICE LENGTHS ASSUME TOP PLATE- EXTERIOR WALLS -- WIND LOADS OWTH OTHER BRITTLE FINISHES H/240 to the weather. TO - TOP PLATE CONNECTIONS USING 2 - 16D NAILS PER FT. CODE NOTES Porches, carport slabs and steps BUILDING MIN.SPLICE FOR SHORTER SPLICE LENGTHS, THE NAILS SPACING FIRST FLOOR. EXTERIOR WALLS - WIND LOADS aWITH FLEXIBLE FINISHES H/1200 DIMENSION LENGTH SHALL BE REDUCED IN ORDER TO PROVIDE EQUIVALENT LINTELS SUPPORTING MASONRY VENEER WALLS e exposed to the weather,and garage 2,500 3,000d,e 3,500d,e NUMBER OF NAILS. L/600 to floor slabs. 12'-0" 3'-0" 2 - TABULATED SPLICE LENGTH ASSUME A BUILDING NOTE L= SPAN LENGTH, H = SPAN HEIGHT 16'-0" 4'-0" LOCATED IN EXPOSURE (B). A.FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN, THE WIND LOAD SHALL BE For S:J1 pound per square inch=6.895 KPA. 20'-0" 1 5--0" PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS OBTAINED FROM 2.4'-0" 6'-()" 3 - TABULATED SPLICE LENGTHS ARE BASED ON 8 FT. TABLE R301.2(2). a.At 2.0 dGy psi. 28'-0" T-0" WALL WAL41TS FOR OTHER WALL HEIGHTS, (H) ]BLOCKING 2 BAYS B.FOR CANMEM?09_77' L%4AL K- TA=74 AS TMM TUT IJIE.9�-74 97 TE COLNIME1.1-R. b.See Table RR30'1.2(1) for weathering potential. 32'-0" 81-Orr THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BACK @ 41-0.O.C. C.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF StJNROOM ADDITIONS 91-0. BY H/& OR PATIO COVERS,NOT 9"M EDGE OF GLASS OR SANDWICH PANELS,THE TOTAL LOAD 3 3] '3 4 3 1 4 5 16 12 36 32 6 36 c. Concrete in these locations that may be subject to freezing and - 36'-0" DEFLECTION SHALL NOT EXCEED L/60. FOR CONTINUOUS ALUMINUM STRUCTURAL MEMBERS thawing during construction shall be air-entrained in accordance - 40'-0" 111-011 4 - TOP PLATES SHE BE MINIMUM Of STUD GRADE MATERIAL SUPPORTING EDGE OF GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/175 FOR EACH DRAWING No. SHEET No. with footnote d. 501-01, 13'-0" SPLIdWu OF TOP PLATE 1W3 AT ENDWALL r4 Ace I nr .4 1 lan rno Tue rums I cmmu rir iur innmcwo majit'Uncia to imnor cmmut�u-r crin 60'-0" 16'-0" d.Concrete shall be air entrained.Total air content (percent by volume 70"-0" 1 19'-0- RiaIlls 9 ­ ­ I ­ ­ M9 OF 10 CREATE DESIGN/BUILD PRINCIPAL/ARCHITECT OF DESIGN: 1l -.1C_1-AEI M I I N 1117 LOIN-RISE RESIDENTIAL COMPLIANCE PATH SECTION M1601.4 - DUCT INSTALLATION SECTION R402.4-AIR LEAKAGE. (MANDATORY) 631 -464-6668 SECTION COMPLIANCE PATH M1601.4.1 JOINTS,SEAMS AND CONNECTIONS. LONGITUDINAL AND TRANSVERSE JOINTS,SEAMS AND CONNECTIONS IN METALLIC R402.4 AIR LEAKAGE(MANDATORY).THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1 AND NONMETALLIC DUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN SMACNA HVAC DUCT CONSTRUCTION STANDARDS-METAL AND THROUGH R402.4.4. 402 (R402) BUILDING FLEXIBLE AND NAIMA FIBROUS GLASS DUCT CONSTRUCTION STANDARDS.JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS,AND ny1nl`-:D^�T�v[]y � T�-I--A` �n ALTE4h�ATIVE . R402.4.1 BUILDING THERMAL ENVELOPE.THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS R402.4.1.1 AND R402.4.1.2.THE SEALING METHODS BETWEEN DISSIMILAR / THERMAL ENVELOPE I CONNECTIONS IN DUCTWORK SHALL BE SECURELY FASTENED AND SEALED WITH WELDS,GASKETS,MASTICS(ADHESIVES),MASTICPLUS- MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. - EMBEDDED-FABRIC SYSTEMS, LIQUID SEALANTS OR TAPES.TAPES AND MASTICS USED TO SEAL FIBROUS GLASS DUCTWORK SHALL R402.4.1.1 INSTALLATION.THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS LISTED IN TABLE R402.4.1.1 SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INC\ SECTION R403.3 - SYSTEMS (MANDATORY) BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A AND SHALL BE MARKED"181A-P" FOR PRESSURE-SENSITIVE TAPE, 181 AM" INSTRUCTIONS AND THE CRITERIA LISTED IN TABLE R402.4.1.1,AS APPLICABLE TO THE METHOD OF CONSTRUCTION.WHERE REQUIRED BY THE CODE OFFICIAL,AN APPROVED THIRD PARTY DUCTS AND AIR HANDLERS SHALL BE IN ACCORDANCE WITH SECTIONS R403.3.1 THROUGH FOR MASTIC OR"181 A-H"FOR HEAT-SENSITIVE TAPE. SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. \ R403.3.5. DUCT CONNECTIONS TO FLANGES OF AIR DISTRIBUTION SYSTEM EQUIPMENT SHALL BE SEALED AND MECHANICALLY FASTENED. R402.4.1.2 TESTING.THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR.TESTING SHALL BE w.,..,.... „ ,, ('DIAAD 1(IIATC C{/�)D D(11 IAI.R ADTA1 11(` {^'I If` C CUAI HAVE A [IAIT�(`T 1 D(l� AI(1T LESS TUA�I IA1('1}., (7F ■tAAA1 (A)A111 CI IAI 1 RG ...I..t,..T�....ttTt t A ..t .,.,t.-.. ,...,,., .�.- Tt.f �� i s.. n+a.,.. Vr at!Tl! V•..f!!�tS.rt V+attv%Jf* -el ll.k_lV V%.? T VetI tL.�tt: lt..ZiCVt�ft pRli f t 'Yt t2h�dt [.e6..vv S:tr t^r {21�JS[ S_u tT•f •!••�� ___- __�_�. jTr t? j� ,..�........... ... ..�.......... .. 1�. .�,.-, _.., T=L.... n�..i::: v�j��/�,��e�I tr1••„t-'1 ..t"j .�....... :. ..:- j�%I UUU 1 LU Vvi I11 A ULA.Wi LK LFUU\f`Li A t`I\La�a�tll\L Up il.2 1't\VI ILJ vv.�.�JV�%lJV)ILV'�. FYI ILI\L 1\L.�t(V tl\LV Y 1 I I IL VVUL VI 1 IVIAL, 1 LV I It\�VI TALL LL\JVl\V'VV �ti.i.I �11jlVii=V'Lv nirvv✓i�tiiil�i •!� AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND MECHANICALLY FASTENED BY MEANS OF NOT LESS THAN THREE SHEET-METAL SCREWS OR RIVETS EQUALLY SPACED AROUND THE JOINT. PARTY.A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL.TESTING SHALL BE PERFORMED COOLING SYSTEM. TAPES AND MASTICS USED TO SEAL METALLIC AND NONMETALLIC FLEXIBLE AIR DUCTS AND FLEXIBLE AIR CONNECTORS SHALL COMPLY AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION HAS CONFIRMED SEALING(SEE TABLE R402.4.1.1), OPERABLE R403.1.1 PROGR/kMMABLE THERMOSTAT. WITH UL 181 B AND SHALL BE MARKED R181 B-FX"FOR PRESSURE-SENSITIVE TAPE OR 0181 BM" FOR MASTIC. FITTINGS USED IN WINDOWS AND DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE FRAME PRIOR TO THE TEST. THE THERMOSTAT CONTROLLING THE PRIMARY HEATING OR COOLING SYSTEM OF THE COMBINATION WITH FLEXIBLE AIR DUCTS AND AIR CONNECTORS SHALL HAVE A FLANGE LENGTH OF NOT LESS THAN 2 INCHES(51 MM)FOR DURING TESTING: DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON CONNECTION OF THE FLEXIBLE DUCT. FLEXIBLE DUCT INNER CORES SHALL BE INSTALLED NOT LESS THAN 1"(25MM)ONTO THE FITTING PRIOR 1, EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS SHALL BE CLOSED,BUT NOT SEALED,BEYOND THE INTENDED WEATHERSTRIPPING OR OTHER INFILTRATION A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES TO TAPING AND APPLICATION OF THE MECHANICAL FASTENER. MASTIC SHALL BE APPLIED IN ACCORDANCE WITH THE MASTIC CONTROL MEASURES; OF THE DAY.THIS THERMOSTAT SHALL INCLUDE THE CAPABILITY TO SET BACK OR MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO PULLING THE INNER CORE ONTO THE FITTING AND APPLYING THE MECHANICAL 2. DAMPERS INCLUDING EXHAUST, INTAKE, MAKEUP AIR, BACKDRAFT AND FLUE DAMPERS SHALL BE CLOSED, BUT NOT SEALED BEYOND INTENDED INFILTRATION CONTROL MEASURES; TEMPORARILY OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN TO 550F FASTENER. NONMETALLIC MECHANICAL FASTENERS FOR USE WITH FLEXIBLE NONMETALLIC AIR DUCTS SHALL COMPLY WITH UL 181B AND (13DC)OR UP TO 85DF(29DC).THE THERMOSTAT SHALL INITIALLY BE PROGRAMMED BY THE SHALL BE MARKED 1816-C.WHERE NONMETALLIC MECHANICAL FASTENERS ARE USED, THE FITTINGS SHALL BE BEADED.THE 3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE OPEN,ACCESS HATCHES TO CONDITIONED CRAWL SPACES AND CONDITIONED ATTICS SHALL BE OPEN; MANUFACTURER WITH A HEATING TEMPERATURE SET POINT NO HIGHER THAN 70 F(21 C)AND A COOLING TEMPERATURE SET POINT NO LOWER THAN 78°F(26DC). INSULATION AND OUTER VAPOR BARRIER OF FLEXIBLE DUCTS SHALL BE SEALED TO THE FITTING USING 2 WRAPS OF APPROVED DUCT TAPE OR 4. EXTERIOR OPENINGS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE CLOSED AND SEALED; R403.1.2 HEAT PUMP SUPPLEMENTARY HEAT(MANDATORY). A MECHANICAL FAST ENER IN PLACE OF,OR IN CONJUNCTION WITH,THE TAPE. 5. HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE TIME OF THE TEST,SHALL BE TURNED OFF;AND HEAT PUMPS HAVING SUPPLEMENTARY ELECTRIC-RESISTANCE HEAT SHALL HAVE CONTROLS CLOSURE SYSTEMS USED TO SEAL ALL DUCTWORK SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS'INSTRUCTIONS. 6. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF THE TEST,SHALL BE FULLY OPEN. THAT, EXCEPT DURING DEFROST, PREVENT SUPPLEMENTAL HEAT OPERATION WHEN THE EXCEPTIONS: EXCEPTIONSA.ADDITIONS LESS THAN 500 SQUARE FEET OF CONDITIONED FLOOR AREA.2.ADDITIONS TESTED WITH THE EXISTING HOME HAVING A COMBINED MAXIMUM AIR LEAKAGE RATE HEAT PUMP COMPRESSOR CAN MEET THE HEATING LOAD. 1. SPRAY POLYURETHANE FOAM SHALL BE PERMITTED TO BE APPLIED WITHOUT ADDITIONAL JOINT SEALS. OF 7 AIR CHANGES PER HOUR.TO QUALIFY FOR THIS EXCEPTION THE DATE OF CONSTRUCTION OF THE EXISTING HOUSE MUST BE PRIOR TO THE 2009 WASHINGTON STATE ENERGY R403.3.2 SEALING(MANDATORY). 2. WHERE A DUCT CONNECTION IS MADE THAT IS PARTIALLY INACCESSIBLE,THREE SCREWS OR RIVETS SHALL BE CODE.R402.4.2 FIREPLACES. NEW WOOD-BURNING FIREPLACES SHALL HAVE TIGHT-FITTING FLUE DAMPERS OR DOORS,AND OUTDOOR COMBUSTION AIR.WHEN USING TIGHT-FITTING DOORS DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED.JOINTS AND SEAMS SHALL EQUALLY SPACED ON THE EXPOSED PORTION OF THE JOINT SO AS TO PREVENT A HINGE EFFECT. ON FACTORY-BUILT FIREPLACES LISTED AND LABELED IN ACCORDANCE WITH UL 127,THE DOORS SHALL BE TESTED AND LISTED FOR T HE FIREPLACE.WHERE USING TIGHT-FITTING DOORS 0,; COMPLY WITH EITHER THE INTERNATIONAL MECHANICAL CODE OR INTERNATIONAL 3. FOR DUCTS HAVING A STATIC PRESSURE CLASSIFICATION OF LESS THAN 2 INCHES OF WATER COLUMN (500 PA), MASONRY FIREPLACES,THE DOORS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 907. RESIDENTIAL CODE,AS APPLICABLE. ADDITIONAL CLOSURE SYSTEMS SHALL NOT BE REQUIRED FOR CONTINUOUSLY WELDED JOINTS AND SEAMS AND R402.4.3 AIR LEAKAGE OF FENESTRATION.WINDOWS, SKYLIGHTS AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FOOT(1.5 EXCEPTIONS: LOCKING-TYPE JOINTS AND SEAMS OF OTHER THAN THE SNAP-LOCK AND BUTTON-LOCK TYPES. US/M2),AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT(2.6 US/M2),WHEN TESTED ACCORDING TO NFRC 400 OR AAMAIWDMA/CSA 101/I.S.2/A440 BY AN ACCREDITED, 1.AIR-IMPERMEABLE SPRAY FOAM PRODUCTS SHALL BE PERMITTED TO BE APPLIED WITHOUT M1601.4.3.1 SUPPORT FLEXIBLE AIR DUCTS AND AIR CONNECTORS SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED 4 FEET INDEPENDENT LABORATORY AND LISTED AND LABELED BY THE MANUFACTURER. REVISION DATE DESCRIPTION ADDITIONAL JOINT SEALS. (1219MM)WHERE INSTALLED HORIZONTALLY AND 6 FEET(1829MM)WHERE INSTALLED AS VERTICAL RISERS AND SHALL BE INSTALLED IN EXCEPTIONSA. FIELD-FABRICATED FENESTRATION PRODUCTS(WINDOWS,SKYLIGHTS AND DOORS).2.CUSTOM EXTERIOR FENESTRATION PRODUCTS MANUFACTURED BY A SMALL BUSINESS 2. FOR DUCTS HAVING A STATIC PRESSURE CLASSIFICATION OF LESS THAN 2 INCHES OF ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE ADC FLEXIBLE DUCT PERFORMANCE&INSTALLATION PROVIDED THEY MEET THE APPLICABLE PROVISIONS OF CHAPTER 24 OF THE INTERNATIONAL BUILDING CODE. ONCE VISUAL INSPECTION HAS CONFIRMED THE PRESENCE OF A GASKET, WATER COLUMN(500 PA),ADDITIONAL CLOSURE SYSTEMS SHALL NOT BE REQUIRED FOR STANDARDS.SUPPORTS SHALL BE NOT LESS THAN 1.5 INCHES(38MM)IN WIDTH AND THE SAG BETWEEN SUPPORTS SHALL NOT EXCEED OPERABLE WINDOWS AND DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE FRAME PRIOR TO THE TEST.R402.4.4 COMBUSTION AIR OPENINGS. IN CONTINUOUSLY WELDED JOINTS AND SEAMS,AND LOCKING-TYPE JOINTS AND SEAMS OF 1/2"(13MM)PER FOOT OF DUCT LENGTH BETWEEN SUPPORTS. CLIMATE ZONES 3 THROUGH 8,WHERE OPEN COMBUSTION AIR DUCTS PROVIDE COMBUSTION AIR TO OPEN COMBUSTION,SPACE CONDITIONING FUEL BURNING APPLIANCES,THE OTHER THAN THE SNAP-LOCK AND BUTTON-LOCK TYPES. APPLIANCES AND COMBUSTION AIR OPENINGS SHALL BE LOCATED OUTSIDE OF THE BUILDING THERMAL ENVELOPE,OR ENCLOSED IN A ROOM ISOLATED FROM INSIDE THE THERMAL SECTION R403.4 MECHANICAL SYSTEM PIPING INSULATION (MANDATORY). ENVELOPE.SUCH ROOMS SHALL BE SEALED AND INSULATED IN ACCORDANCE WITH THE ENVELOPE REQUIREMENTS OF TABLE R402.1.1,WHERE THE WALLS, FLOORS AND CEILINGS SHALL R403.3.2.1 SEALED AIR HANDLER. MEET THE MINIMUM OF THE BELOW-GRADE WALL R-VALUE REQUIREMENT.THE DOOR INTO THE ROOM SHALL BE FULLY GASKETED AND ANY WATER LINES AND DUCTS IN THE ROOM AIR HANDLERS SHALL HAVE A MANUFACTURERS DESIGNATION FOR AN AIR LEAKAGE OF NO MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 105°F (41°C)OR BELOW 55°F(13-C)SHALL BE INSULATED TO A MINIMUM OF R-3. INSULATED IN ACCORDANCE WITH SECTION R403.THE COMBUSTION AIR DUCT SHALL BE INSULATED WHERE IT PASSES THROUGH CONDITIONED SPACE TO A MINIMUM OF R-8. MORE THAN 2 PERCENT OF THE DESIGN AIR FLOW RATE WHEN TESTED IN ACCORDANCE WITH R403.4.1 PROTECTION OF PIPING INSULATION. EXCEPTIONS:1. DIRECT VENT APPLIANCES WITH BOTH INTAKE AND EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE.2. FIREPLACES AND STOVES COMPLYING WITH SECTION R402.4.2 ASHRAE 193. PIPING INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT CAUSED BY SUNLIGHT, MOISTURE,EQUIPMENT AND SECTION R1006 OF THE INTERNATIONAL RESIDENTIAL CODE.R402.4.5 RECESSED LIGHTING. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE TYPE R403.3.3 DUCT TESTING (MANDATORY). MAINTENANCE AND WIND,AND SHALL PROVIDE SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL.ADHESIVE IC-RATED AND CERTIFIED UNDER ASTM E283 AS HAVING AN AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM (0.944 US)WHEN TESTED AT A 1.57 PSF(75 PA)PRESSURE DIFFERENTIAL AND SHALL DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY ONE OF THE FOLLOWING TAPE SHALL NOT BE PERMITTED. HAVE A LABEL ATTACHED SHOWING COMPLIANCE WITH THIS TEST METHOD.ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE CONSTRUCTION ADMINISTRATION BY: METHODS: INTERIOR WALL OR CEILING COVERING CREATE DESIGN BUILD GROUP LLG , 1. ROUGH-IN TEST:TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL ~ OF 0.1 INCH W.G.(25 PA)ACROSS THE SYSTEM, INCLUDING THE MANUFACTUREF?S AIR µ,, - �.�- -� �Ir I;r, CLIENT: DATE: SCALE: HANDLER ENCLOSURE IF INSTALLED AT THE TIME OF THE TEST.ALL REGISTERS SHALL BE "� �- -` - ------- SEFI GRAIDER 108/17/221 AS SHOWN TAPED OR OTHERWISE SEALED DURING THE TEST. g for ti., Built-in seal as, CLIENT/ADDRESS/SCOPE OF WORK R 4'` p , �,�„"" ,rr Y.r�"���II �?.r ��Pa' a II 2. POSTCONSTRUCTION TEST:TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE =" � " C�: __ . .. = '. DIFFERENTIAL 01=0.1 INCH W.G. (25 PA)ACROSS THE ENTIRE SYSTEM, INCLUDING THE r. - ` ; Gass ei illt into ba( � ® MANUFACTURERS AIR HANDLER ENCLOSURE. REGISTERS SHALL BE TAPED OR OTHERWISE r I :Cllln Ir �tDl taped SEALED DURING THE TEST. Sent G1,019 RESIDENCE EXCEPTION:A DUCT AIR LEAKAGE TEST SHALL NOT BE REQUIRED WHERE THE DUCTS AND AIR 4 - A. - r ,lal HANDLERS ARE LOCATED ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE. "� I D�j ' �r . lu " X ` x r ID ! �i a I._ 4,� rl Spl�dal a!r-"al',na �a tta3 tw ervti 1C.1Ltr IiYF t,t# r 3 'ems `eW �s.�r e.ia+aN� i v.: «« a gip. �- A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY 410 AQUAVI EW ROAD 01 CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. R403.3.4 DUCT LEAKAGE(PRESCRIPTIVE). ry ,�r l sulk dt M .. � f-1,31ing tlanMM ... EAST MARION • , THE TOTAL LEAKAGE OF THE DUCTS,WHERE MEASURED IN ACCORDANCE WITH SECTION or paAeted to bottom plal.e '� � l �M:�. ., ,1 NEW YORK 11939 R403.3.3,SHALL BE AS FOLLOWS: 1. ROUGH-IN TEST:THE TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CUBIC FEET PER MINUTE(113.3 UMIN)PER 100 SQUARE FEET(9.29 M2)OF CONDITIONED FLOOR AREAWHERE ADDITION/ THE AIR HANDLER IS INSTALLED AT THE TIME OF THE TEST.WHERE THE AIR HANDLER IS NOT ► _,� ..z, d or gasketed RENOVATION Subtloor glued, caulked INSTALLED AT THE TIME OF THE TEST,THE TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL I ..� TO 3 CUBIC FEET PER MINUTE(85 L/MIN)PER 100 SQUARE FEET(9.29 M2)OF CONDITIONED 10 rim )oiSlrt'rirn Cre Ure ! r m, w� it g9l FLOOR AREA. I(I ` ' ( .-rj ARCHITECTURA ARCHITECT OF RECORD 'lin t cr-0e trim �1`1f!54t iwi? rr.-1ilVirid mr r a� I t . 1i,9 1 d DAVID CHAGNON t3 al O�C' t[� Plate �,`r�f��.F�1 nay/ TEL:1ARCH 46 TEL:1b16-7643376 2.POSTCONSTRUCTION TEST:TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CUBIC ,I I Y 1' rC,S, FEET PER MINUTE(113.3 UMIN)PER 100 SQUARE FEET(9.29 M2)OF CONDITIONED FLOOR AREA. l . I Q �' �` z7 v� caulked, g+i r ed �e�tf I I o ,.,"^+w.._..,..._ ��S��I 'L.,+(aS����'f.+t �i L+�'4� or � R403.3.5 BUILDING CAVITIES(MANDATORY). k4 1� !, ° a EuI'W; a. all Wire penelrat`ens BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. ( a * ! gaskelpd to to A- DAVID r j )� "� ,� •:j -Y>1 428, �C� CHAGIVON 9 !p- b+ • j 6 '`,'. 8, x*i *YF„„,6• ftk *, \ yr� 'ALTERATION OF TMUOC ,f a § '' 1y •�"'�P P I O•/}+w N V EXCEPT BY A LICENSEDIIMENf 8 } PROFESSIONAL IS ILLEGAL' l t }r 3 1 � ,�y°• v is- STATUS Seal a9 face t dry t.atl vai.h JoInl C*rl1pour'd or Wilh CAL11 .0d fd am C = f7r�aD ttl cmilt A, hipil or SIiCETT7TLE #gasketed to bo()= Plan � of ° Otter plate CDUIk ct or :an -d ply tic els�.ri I N) gasketed to subflOor - �.. ..__,•,,, . _Moor tl� I �. r . 1 I-r ,,.• 1EftliMcley 10 rim )OI t,�rills OI'DSure #I -�-- Rim joistl(rim closure caulked ' , l � ��• � �1 I � OTES 1. or gasWed t0 sill plafe 'c� `11 t 1r'I 94 :Act top Wal'.101 whe re nd!,n nl to P"°e rr _ Srlf plate I'nstarred +over Srrl gasket DRAWING No. SHEET No. Typical Air Barrier Detail Typical Drywall Air Barrier Detail Electrical Back Box Air Barrier Detail = 10 10 Scale- N.T.S. Scale N.T.S Scale-N.T.S. OF 10