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Home My WebLink About49130-Z �o�OSUF L oy Town of Southold 12/12/2023 P.O.Box 1179 53095 Main Rd �tip �ao� ' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44807 Date: 12/12/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Properly: 1200 Arbor Ln,Mattituck SCTM#: 473889 Sec/Block/Lot: 121.-1-1.9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/28/2021 pursuant to which Building Permit No. 49130 dated 1/28/2021 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: additions and alterations, including covered front entry,rear covered porch,rear deck with outdoor fireplace, screened porch and unfinished basement,to existing single family dwelling as applied for. The certificate is issued to Racanelli, Steven&Janine i of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45864 10/23/2023 PLUMBERS CERTIFICATION DATED 10/16/2023 W' m Gremle NriSignature r� v_ TOWN OF SOUTHOLD �O�gUFFQI,�coy,,, BUILDING DEPARTMENT co TOWN CLERK'S OFFICE ca �y • � y SOUTHOLD, NY 4 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#: 49130 Date: 4/17/2023 Permission is hereby granted to: Racanelli, Steven 175 Oxford Blvd Garden City, NY 11530 To: Construct additions and alterations to existing single-family dwelling as applied for. Replaces BP #45864. At premises located at: 1200 Arbor Ln, Mattituck SCTM #473889 Sec/Block/Lot# 121.-1-1.9 Pursuant to application dated 4/17/2023 and approved by the Building Inspector. To expire on 10/1612024. Fees: PERMIT RENEWAL $830.00 Total: $830.00 Building Inspector Ogg-iFFQt�co TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "o • l � SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45864 Date: 3/2/2021 Permission is hereby granted to: Racanelli, Steven 175 Oxford Blvd Garden City, NY 11530 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1200 Arbor Ln., Mattituck SCTM #473889 Sec/Block/Lot# 121.4-1.9 Pursuant to application dated 1/28/2021 and approved by the Building Inspector. To expire on 9/1/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,610.40 CO-ADDITION TO DWELLING $50.00 Total: $1,660.40 b B ing nspector O�*OF SOUjyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �o • �o sean.devlinCaD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Steven Racanelli Address: 1200 Arbor Ln city:Mattituck st: NY zip 11952 Building Permit* 45864 Section: 121 Block: 1 Lot: - 1.9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: North Country Electric License No: 4577ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt $9 Ceiling Fixtures 31 Bath Exhaust Fan 8 Service 3 ph Hot Water Gas GFCI Recpt 21 -Wall Fixtures 46 Smoke Detectors 14 Main Panel 200A A/C Condenser 4 Single Recpt Recessed Fixtures 45 CO2 Detectors 7 Sub Panel 125X2 A/C Blower 4 Range Recpt 50A Ceiling Fan 6 Combo Smoke/CO Transfer Switch 200A UC Lights 36' Dryer Recpt 30A Emergency Strobe Heat Detectors 3 Disconnect Switches $3 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Garbage Disposal, Mini Fridge(2), Puck Lights(2), Floor Heat(4), Towel Warmer, Humidifier, (3) AC's & (1) Mini Split,W/D, Fridge, DW, Oven, Hood, (3) 40 Circuit Panels Notes: New One Story w/ Unfinished Basement Inspector Signature: Date: October 23, 2023 S. Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 r '• P.O.Box 1179 : ' G • Southold,NY 11971-0959 ' BUILDING DEPARTMENT TOWN OF SOU=OLD ,CERT-IFICA.T_LQN Date; D 1 Building Permit No., Owner•. �- (Please print) Plumbers (P print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Pltimbrrs SignaWie) Swom to before me this day of '� , 20 a2 Notary Public, LINDAS MANNINO Notary Public,State of New Yak Registration No 4948506, Qualified In Suffolk County / Commission expires 7//Q o1-7 OF SOUTyo * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm 765-1802 INSPECTION FOUNDATION I ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ -] --FIREPLACE & CHIMNEY [ : ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 0 tb �,Y-06/ DATE 0 �Z INSPECTOR �aa SOOlyO — * �# TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] 'INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETYINSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:: - ow DATE �b 1 %24 INSPECTOR . OF SOUIyOlo # f TOWN_ OF SOU O TH LD BUILDING DEPT. courm, 631-765-1802 INSPEC ION [ FOUNDATION 1ST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAE.PJNG [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [- 1] PRE C/O [ ] RENTAL REMARKS: t a c' Enrr� S ov- Ti Wwlol raS ot tkaifn &64 DATE Cp 7>011L ANSPECTOR pFSOUTyOIo iq Sv6 q I vv A&*3osw� /—`N * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: of t� / c _ DATE cl 2A In INSPECTOR f OF SOUTy� CDE4P .e TOWN OF SOUTHOLD BUILDING cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: 2kaL I i 5A LA/, 7 DATE INSPECTOR �F SOUtyo� 1, # TOWN OF SOUTHOLD BUILDING DEPT. �ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [Y] RO GH PLBG. FOUNDATION 2ND [ LATION/CAULKING FRAMING /STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: DATE INSPECTOR Richard M . Mato , Architect TOWN OF SOUTHOLD Building Department 54315 Main Road Southold, New York 11971 September 30,2023 RE: Stephen Racanelli 1200 Arbor Lane Mattituck,N.Y. 11952 ffidg. Permit# 49130 To whom it may concern, This letter certifies that an insulation inspection was performed on the above- mentioned residence and the closed cell spray foam and batt insulation was installed correctly. The R values meets or exceeds the New York State Residential Energy Code. Should you have any questions regarding the enclosed,please feel free to contact me. rrD AROjy�T� P�D M. Sincerely, q�o Richard M. Mato,A.I.A. 04186� P� STq _OF P.P. Box 2284 Aquebogue; NY 11931 Tel: (631)523-5879 E-Mail: rmatoarchitect@gmail.com NEW Y0,13A BUILDING G'"ia T E C H'N 0'L0 GY GRaluP Affidavit Of 2020 ECCC Compliance Date: 8/25/2023 Inspection Address: 1200 Arbor Lane Mattituck NY, 11952 This is to Certify that on 8/18/2023 the above address has been tested in accordance with the provisions of the 2020 New York State ECCC: Conditioned Floor Area: 1 4492 lConditioned Volume 46792 R403.3.4: Duct Leakage (Duct Blaster Test)The Building duct and plenum system has been tested by post-construction test in accordance with ANSI/RESNET/ICC 380-2014 and ASHRAE 152.And it meets the minimum requirement of: <4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: 1 Leakage CFM@25: 71 Supply R-value: 8 Return R-value: 8 System 2: 2 Leakage CFM@25: 23 Supply R-value: 8 Return R-value: 8 System 3: 3 Leakage CFM@25: 20 Supply R-value: 8 Return R-value: 8 Total Combined Leakage: 114 CFM@25 Leakage Limit: 1 179.68 JCFM@25 R403.3.4 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: 1 211 Required: 1 79 IM1507 Compliance: I PASS Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 accare a Certification Z587347 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 a# BUILDING TLCHNMiller Place, NY11953 ® . I GROUP O L O G Y Tel.(631)495-0289 Fax(631)389-2808 Combustion Safety Testing Form Certified Home Address: 1200 Arbor Lane City: Mattituck Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Unconditioned Basement&Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 08/18/2023 Outdoors Temp During Test: 75 OF CAZ Depressurization (Note:Net Change=Test Pressure-Base Pressure) Base Pressure: NA pa. CAZ Ambient CO: NA PPM Test Pressure: NA pa. Appliances/Fireplace Simulated for Test?Yes No X Net Change: 0 pa. If Yes,Total CFM Simulated (explain in notes) NOTES: �ffeating System Primary_Yes x No _T.pe:Furnace Boiler x Heat Pump Other Efftclencgl Fuel 7 pe2 venting 7ype3 Draft Spillage Spillage CO CO Pascal (Worst CaseNatural) (Worst Case atural Rating: 95 AFUE N P X O E N V M S x NIA Pa. Pass X Fail Pass X Fail NIA PPM NIA PPM Primary_Yes x Type: Standard Tank_Indirect_Tankless_ Size: Style4 Common Vent❑ Water Heater No_ Instantaneous x Commercial_(See Note 5 below) (Gallons) Stand Alone „f �s ,� Venting Type? Draft Spillage Spillage CO CO E icienc Fuel eZ Pascal (Worst Case atural (Worst Case (Natural) EF: .95 N P X 0 E N M S x NIA Pa. Pass X Fail Pass X Fail NIA PPM NIA PPM Oven Oven is Electric or No Oven Exists ® Oven Range Hood Vented to Outside Yes x No Oven CO NA PPM Ambient CO(During Oven CO Testing) NA PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal ZFuel7jvpe. N=Natural Gas P=Propane O=Oil E=Electric 3Venting 4pe: N=Natural/Atmospheric V=Natural/Atmospheric PLUS Vent Damper M=Mechanically Assisted S=Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances re fardless of Venting Type,if the exhaust vent is accessible. 4Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5Water Heater 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 25, 2023 lh brm 90106 01CST Form 2011 FOR 2011 USE ONLY Corresponds to BHI -2011 HVAC Design Calculation in accordance with ACCA Manual J,D,& S Manual J Eighth Edition V.2 For 1200 Arbor Lane -Maffituck, NY Richard M. Mato, A.I.A. PO Box 2284 Aquebogue NY 11931 (631) 523-5879 N'EW YORK JTk' 4N0L0, Gy G 9 0 0 P" Prepare y.,: Th6iba!§Babcaj-elle°ih atc rda.rice:Wjfh ACGA Manual J ',6diqqri',.,v2 Q 5/5/2021 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:631 495-0289 Fax:631 389-2808 Email: Gene@nybtg.com Revised August 30,2017 2690 Manual S Compliance Report Job:Date: Apr y�f"j��'jt6�f'�' pr1 19,2021 EXISTING AH- 9 By. Tom Baccarella New York Building Technology Group 159 Rt25A West Bldg SUte B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtgg.com Web:www.NYBTG.com Project4hformation For: 1200 Arbor Lane-Mattituck,NY,Richard M.Mato,A.I.A. PO Box 2284,Aquebogue,NY 11931 Phone:(631)523-5879 Email:rmatoarchitect@gmail.com Cooling Equipm6nt Design Conditions Outdoor design DB: 84.3°F Sensible gain: 31149 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.7*F Latent gain: 7128 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0*F Total gain: 38277 Btuh Indoor RH: 50% Estimated airflow: 1533 drn Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitAC Manufacturer: Lennox Model: ML14XC1-048-230A**+CX35-48C+EL196UH110XE60C*+TDR Actual airflow: 1533 cfrn Sensible capacity: 32200 Btuh 103%of load Latent capacity: 13800 Btuh 194%of load Total capacity: 46000 Btuh 120%of load SHR: 70% • •u i• Design Conditions Outdoor design DB: 15.7°F Heat loss: 37543 Btuh Entering coil DB: 67.5°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Lennox Model: EL196UH110XE60G* Actual airflow: 1533 c1 n Output capacity: 107000 Btuh 285%of load Temp.rise: 50 °F Meets all requirements ofACCA Manual S. wrig a 2021-May-0511: e I " ex n,m cam en.c,mw.r RigIY-Sute®Untversa12021 21.0.06 RSU25831 Page \1200 Arbor Lana\1200_Arbor Lana_Permitling.np Calc=MJ8 Front Door faces:NW mManual S Compliance Report Job: 2690 r� ht�� p p Date: Apr 19,2021 NEW AREA AH- 2 By. Tom Baccarella New York Building Technology Group 159 Rt25A West Bldg Sute B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@rrybtg.00m Web:www.N BTG.com Project • • For: 1200 Arbor Lane-Mattituck,NY,Richard M.Mato,AIA PO Box 2284,Aquebogue,NY 11931 Phone:(631)523-5879 Email:rmatoarchitect@gmail.com Coolin• E qu ipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 19034 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.7°F Latent gain: 2954 Btuh Entering coil WB: 63AOF Indoor design DB: 75.0°F Total gain: 21988 Btuh Indoor RH: 50% Estimated airflow: 953 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitAC Manufacturer. Lennox Model: ML14XC1-030-230A**+CX35-30/36B+EL196UH070XE36B*+TDR Actual airflow: 953 cfm Sensible capacity: 20020 Btuh 105%of load Latent capacity: 8580 Btuh 290%of load Total capacity: 28600 Btuh 130%of load SHR: 70% 'Heating • Design Conditions Outdoor design DB: 15.7°F Heat loss: 24105 Btuh Entering coil DB: 67.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Lennox Model: EL196UH070XE3613-* Actual airflow: 953 cfrn Output capacity: 64000 Btuh 266%of load Temp.rise: 50 °F Meets all requirements ofACCA Manual S. wrightSaf°' 2021-May-0511:50:46 ..m.«.•tom .,�w w Riglt-Sate@ Uriversal 2021 21.0.06 RSU25831 Page 2 N1200 Arbor Lang11200_Arbor_Lang_PermitUrxj.r p Calc=MJ8 Front Door faces:NW Load Short Form Job: 2690 $di/r� }1� i ' Date: Apr 19,2021 EXISTING AH- 1 By. Tom Baccarella New York Building Technology Group 159 Rt 25A West Bldg Sute B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Pr6ject lfformaii'or! For. 1200Arbor Lane-Mattituck,NY,Richard M.Mato,A.I.A. PO Box 2284,Aquebogue,NY 11931 Phone:(631)523-5879 Email:rmatoarchitect@gmail.com Design, • • Htg Clg Infiltration Outside db(OF) 16 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade LENNOX Trade LENNOX Model EL196UH110XE60C-* Cond ML14XC1-048-230A*` AHRI ref 201849572 Coil CX35-48C+EL196UH110XE60C*+TDR AHRI ref 201868003 Efficiency 96AAFUE Efficiency 12.5 EER,14.5 SEER Heating input 110000 Btuh Sensible cooling 32200 Btuh Heating output 107000 Btuh Latent cooling 13800 Btuh Temperature rise 64 OF Total cooling 46000 Btuh Actual airflow 1533 chn Actual airflow 1533 cfrn Airflowfactor 0.050 cfmBtuh Airflow factor 0.051 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area Htg load Clg load Htg AVF ClgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Family 624 10600 9047 531 462 Ex.Master Bed 324 3991 3512 200 179 Ex.Master Bath 120 1738 765 87 39 Ex.WIC 47 178 80 9 4 Pantry 42 0 0 0 0 Laundry 49 223 918 11 47 Kitchen 290 2710 5173 136 264 Powder 37 142 64 7 3 Living/Dining 479 5286 6695 265 342 Foyer 145 1693 1752 85 90 Hall 144 559 248 28 13 Master Bath 143 2436 1267 122 65 WIC 58 219 99 11 5 Bed Hall 158 601 270 30 14 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrilgh snafu" 2021-May-0511:50,46 . �+•,u..� w,�r � Rigtt-Sute0Uriversal2021 21.0.06 RSU25831 Page 1 + ...\1200 Arbor Lane\1200_Arbor Lare_Permitting.rp Catc=MJ8 Frort Door faces'.NW Bath 1 69 261 117 13 6 EXISTING AH-1 d 2728 30638 30008 1533 1533 Other equip loads 6905 1141 Equip.@ 0.89 RSM 27816 Latent cooling 7128 TOTALS 2728 37543 34944 1533 1533 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 1Y'HCOLgI tsof t- 2021-May-0511:50:46 Rigtt-Sule®Urrversal2021 21.0.06 RSU25831 Page 2 �+ ...\1200 Arbor LaneXl200_Arbor_Lare_Permiting.rLp Calc=MJ8 Frort Door faces:NW Load Short Form Job: 2690 wrr ht Date: Apr 19,2021 NEW AREA AH- 2 By. Tom Baccarella New York Building Technology Group 159 Rt25A West Bldg SL to B,Miller Place,W 11764 Phone:631-495-0289 Email:Tom@rrybtg.mm Web:www.NYBTG.com For. 1200Arbor Lane-Mattituck,NY,Richard M.Mato,AI A. PO Box 2284,Aquebogue,NY 11931 Phone:(631)523-5879 Email:rmatoarchitect@gmail.com Design Information''... Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(*F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade LENNOX Trade LENNOX Model EL196UH070XE36B-* Cond ML14XC1-030-230A** AHRI ref 201849570 Coil CX35-30/36B+EL196UH070XE36B*+TDR AHRI ref 201867840 Efficiency 96.1 AFUE Efficiency 12.5 EER,15.1 SEER Heating input 66000 Btuh Sensible cooling 20020 Btuh Heating output 64000 Btuh Latent cooling 8580 Btuh Temperature rise 61 *F Total cooling 28600 Btuh Actual airflow 953 chn Actual airflow 953 chn Airflowfactor 0.048 cfmBtuh Airflowfactor 0.052 cfmBtuh Static pressure 0.65 in H2O Static pressure 0.65 in H2O Space thermostat Load sensible heat ratio 0.87 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Den 297 3386 3622 164 189 Bed1 298 5076 4891 246 255 Bath 2 129 1240 799 60 42 Bunk Room 310 2851 3526 138 184 Master Bed 367 7101 5460 344 284 NEW AREAAH-2 d 1402 19655 18299 953 953 Other equip loads 4450 735 Equip.@ 0.89 RSM 16997 Latent cooling 2954 TOTALS 1402 24105 19952 953 953 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - -wrOigIltsoft" 2021-May-0511:50:46 Rlgk-Sute@ Universal 2021 21.0.06 RSU25831 Page 3 \1200 Arbor Lane\1200_Arbor_Lanne_Permitting.rnp Calc=W8 Frond Door faces:NW Job: 2690 . righ#eoft, Project Summary Date: Apr 19,2021 EXISTING AH- 1 By. Tom Baccarella New York Building Technology Group 159 Rt 25A West Bldg Stite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Proj ormation For: 1200Arbor Lane-Mattituck,NY,Richard M.Mato,Al.A. PO Box 2284,Aquebogue,NY 11931 Phone:(631)523-5879 Email:rmatoarchitect@gmail.com Notes: Desiqnl •lrmation Weather: Brookhaven,NY,US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gdlb Heating Summary Sensible Cooling Equipment Load Sizing Structure 27482 Btuh Structure 29269 Btuh Ducts 3156 Btuh Ducts 739 Btuh Central vent(112 cfm) 6905 Btuh Central vent(112 cfm) 1141 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 37543 Btuh Use manufacturer's data n Rate/swin multipplier 0.89 Infiltration Equipmen1sensible load 27816 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 3710 Btuh Ducts 983 Btuh Central vent(112 cfm) 2436 Btuh Heating Cooling Outside air Area(ft) 2728 2728 Equipment latent load 7128 Btuh Volume(ft) 21823 21823 Airchanges/hour 0.14 0.06 Equipment Total Load(Sen+Lat) 34944 Btuh Equiv.AVF(cfm) 52 22 Req.total capacity at 0.70 SHR 3.3 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade LENNOX Trade LENNOX Model EL196UH110XE60C-' Cond ML14XC1-048-230X* AHRI ref 201849572 Coil CX35-48C+EL196UH110XE60C*+TDR AHRI ref 201868003 Efficiency 96AAFUE Efficiency 12.5 EER,14.5 SEER Heating input 110000 Btuh Sensible cooling 32200 Btuh Heating output 107000 Btuh Latent cooling 13800 Btuh Temperature rise Total cooling Actual airflow Actual airflow Air flow factor Air flow factor Static pressure Static pressure Space thermostat Load sensible heat ratio Calculations approved byACCAto meet all requirements of Manual J 8th Ed. My Iohtsof - 2021-May-0511:50.46 •�� Right-Sate®Universal 202121.0.06 RSU25831 Page 1 ...\1200 Arbor Lane\1200_Arbor Lane_Permitting.np Calc=MJ8 Front Door faces:NW 9 . rightao , Project Summary Job: Apr1 J Summary Date: Apr 19,2021 NEW AREA AH- 2 By- Tom Baccarella New York Building Technology Group 159 RI25A West Bldg Sute B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.00m Web:www.NYBTG.com Project Information, For: 1200Arbor Lane-Mattituck,NY,Richard M.Mato,AIA PO Box 2284,Aquebogue,NY 11931 Phone:(631)523-5879 Email:rmatoarchitect@gmail.com Notes: Design Information Weather: Brookhaven,NY,US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 18111 Btuh Structure 17933 Btuh Ducts 1544 Btuh Ducts 366 Btuh Central vent(72 cfm) 4450 Btuh Central vent(72 cfm) 735 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 24105 Btuh Use manufacturer's data n Rate/swin multipplier 0.89 Infiltration EquipmenKensible load 16997 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 916 Btuh 49 Btu Central vent(72 cfm) 1570 Btuh Heating Cooling Outside air Area(ftz) 1402 1402 Equipment latent load 2954 Btuh Volume(ft3) 13370 13370 Air changes/hour 0.20 0.09 Equipment Total Load(Sen+Lat) 19952 Btuh Equiv AVF(cfm) 45 19 Req.total capacity at 0.70 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade LENNOX Trade LENNOX Model EL196UH070XE36B-' Cond ML14XC1-030-230X* AHRI ref 201849570 Coil CX35-30/36B+EL196UH070XE36B•+TDR AHRI ref 201867840 Efficiency 96.1 AFUE Efficiency 12.5 EER,15.1 SEER Heating input 66000 Btuh Sensible cooling 20020 Btuh Heating output 64000 Btuh Latentcooling 8580 Btuh Temperature rise Total cooling Actual air flow Actual air flow Air flow factor Air flow factor Static pressure Static pressure Space thermostat Load sensible heat ratio Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 2021-May-0511:50:46 Right-Sute®universal 2021 21.0.06 RSU25831 Page 2 11200ArborLane%1200_Arbor Lane_Permittlng.rip Calc=MJ8 Front Door faces:NW 9 - - wrightsoft, AED Assessment Job: 2690 Date: Apr 19,2021 EXISTING AH- 1 By. Tom Baccarella New York Building Technology Group 159 Rt25A West Bldg Sute B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@rrybtg.00m Web:www.NYBTG.com 1..,,Pr6j'edt Information For. 1200Arbor Lane-Mattituck,NY,Richard M.Mato,AI.A. PO Box 2284,Aquebogue,NY 11931 Phone:(631)523-5879 Email:rmatoarchitect@gmail.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY,US Indoor temperature(OF) 72 75 Elevation: 82 ft Design TD(OF) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grflb) 25.3 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Ex• • - Diversity Hourly Glazing Load 18,000 16,000 14,000 12,000 10,000 8,00° 6,000 4,000 2,00° 0 8 9 10 11 12 13 14 15 16 17 18 19 20 nwraoay ♦,e.y i Ar i amum Maximum hourly glazing load exceeds average by 18.5%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh U1/Cigh1i5o " 2021-May-0511:50.46 Riga-Sute®Universal 2021 21.0.06 RSU25831 Page 1 Ji=k ...\1200 Arbor Lang\1200_Arbor Lane_Permitting.np Calc=MJ8 Frort Door faces:NW AED Assessment Job: 2690 �� ° Date: Apr 19,2021 NEW AREA AH- 2 By. Tom Baccarella New York Building Technology Group 159 Rt25A West Bldg Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:www.NYBTG.com ® • • • For: 1200Arbor Lane-Mattituck,NY,Richard M.Mato,AI.A PO Box 2284,Aquebogue,NY 11931 Phone:(631)523-5879 Email:rmatoarchitect@gmail.com "Design do"fid- ftions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(OF) 72 75 Elevation: 82 ft Design TD(OF) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture'difference(grAb) 25.3 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 for • - • • • - Hourly Glazing Load 12,000 11,000 10,000 9,000 8,000 z 7,000 8,000 u 5,000 4,000 3,000 2,000 1,000 ° 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour N Day /Nuuly J Auaapa /AFDimI Maximum hourly glazing load exceeds average by 37.2%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 606 Btuh (PFG- 1.3*AFG) -fO-wrightsaft" 2021-May-0511:50*46 Right-Sate@ universal 2021 21.0.06 RSU25831 Page 2 ...\1200 Arbor Lane\1200_Arbor Lare_Permiting.np Calc=MJ8 Front Door faces:NW lghtso � Right-M Worksheet Job: 2690 EXISTING AH- 1 Date: Apr 19,2021 New York Building Technology Group By. Tom Baccarella 159 Rt25A West Bldg SUte B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@rrybtg.cem Web:www.NYBTG.cem 1 Room name FASTING AH-1 Family 2 F)qx)sed vall 220.5 it 76.0 It 3 Room height 8.0 It d 8D ft heat1cool 4 Room dimensions 26.0 x 24.0 ft 5 Room area 2727.8 T 624.0 fF Ty Construction U-value Or HTM Area (fF) Load Area (f12) Load number (BtuhAt-°F) (BtuhAP) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIPS Heat Cool Gross N/PA3 Heat Cool 6 12F Osw, 0.065 ne 3.66 0:78': 400' 295NYBTG Default 0.350 nb 19.70 70 0 1078 "' 479 µ "" 102 1388 NYBTGDefauit 0.350 ,ne 19.7017.41 35 1752 , ' 61 0 1206 1522 12F-0sw 0.665 se 3.66 0.78 576 341 1246 266 -- -208 103 377 80 11 NYBTG Default 0.350 se 19.70 31.03 42 0 828 1303 42 0 828 1303 NYBTG Default 0.350 se 19.70 31.03 19 0 365 574 0 0 0 0 NYBTG Default 0.350 se 19.70 21.72 63 0 1241 1368 63 0 1241 1368 NYBTG Default 0.350 se 19.70 31.03 112 0 2207 3475 0 0 0 0 0.06-5 3.66'. "-..0.78:":"'- 210 21b---.,_ '-66.m....w_. 154 ..-... _„0, _.0.__... ,,0. 0 �•.__.G,NYBTG Default._.:_, >._.. .0.350_.sw'.._... .0;00 .,, !,.0.00. . _ .,::0..:. _._:.,:0 _ . 0 _._-.. ..._w0 __._._ 0._:_.`:.: O...W._. - :.0 .: .,.___ 0 -_vk12F-0sw 0.065 nw 3.66 0.78 578 386 1413 301 208 124 454 97 NYBTG Default 0.350 nw 19.70 24.87 63 0 1241 1567 42 0 828 1045 NYBTG Default 0.350 nw 19.70 24.87 66 0 1298 1638 0 0 0 0 NYBTG Default 0.350 nw 19.70 17AI 42 0 828 731 42 0 828 731 ,NYBTG Default _ 0.350 nw 19.70 24.87 21 0 414 522 0 0 0 0 _-_..._0.032_.-... _.-_...1.80 -.; 1.49:.;,..,:...2728 ._ _.2728......: 4914,__,_.__4076_._.... 624 _.,,624_- ' w1124.._ 933 C 18B-38w 0.029 - 0.00 0.00 0 0 0 0 0 0 0 0 - -. .,- _ - _._.,._.,..... ...- _ F.•,•`; ,19A30lisvyp• ..,:_.:: ..,:' 0.034 .,. 1.61 .._:.02Z . ...w..2728 . .,;.2728.:'w_:_4382;.: .'_.._724 --.-,..624. : , ' 624..... _._1002 _ -166 6 c)AED excursion 0 -482 Envelope losstgain 24301 19300 8366 6864 12 a) Infiltration 3181 224 1097 77 b) Room ventilation 0 0 0 0 13 Internal gains Owupants@ 230 4 920 2 460 Appliances/other 8825 1400 Subtotal(lines6 to 13) 27482 29269 9463 8801 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 46 22 14 Subtotal 27482 29269 9509 8824 15 Durtloads 1 11% 3%1 3156 739 11% 3%1 1092 223 Total room load 30638 30008 10600 9047 Air required(cfm) 1533 1533 531 462 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ursr Lpth taacrei�t� 2021-May-0511:50A6 Right-SriteO Universal 2021 21.0.06 RSU25831 Page 1 M200 Arbor Lane\1200_Arbor Lane_Permittirg.nta CaIc=MJB FrortDoor faces:NW 2690 wrightso Right-M Worksheet Job: Apr1 EXISTING AH- 1 Date: Apr car By. Tom Baccarella New York Building Technology Group 159 Rt25A West Bldg Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@rrybtg.00m Web:www.NYBTG.Com 1 Room name Ex Master Bed Ex Master Bath 2 Eposed wall 32.0 ft 22.0 ft 3 Room height 8.0 ft heaftol 8.0 ft heat/cool 4 Room dimensions 16.0 x 20.3 ft 10.0 x 12D it 5 Room area 324.0 ftz 120.0 ft2 Ty Construction U-value Or HTM Area (ft) Load Area W) Load number (BtuhflN--°F) (BtuhflF) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F 0sti 0.065 .6e 3.66 0.78 112 7Z 282 60 0 :0 0 0 NYBTGDefault """ '.0.350 ne 19.70 24.87 0 "0 ,, 0 ' 0 0 0 •.'.0 0 NYBTG Default.. a,0.350'.'n ,._.._..19.70 _ " _17AI,u- --=.35.....__�_:0 . 690 609 0 0 Q _._.___.d o. _ _...._..._... _ _---._._...._____...___W__._._....d.___.__. 12F-Osw 0.065 se 3.66 0.78 0 0 0 0 0 0 0 0 11 NYBTG Default 0.350 se 19.70 31.03 0 0 0 0 0 0 0 0 NYBTG Default 0.350 se 19.70 31.03 0 0 0 0 0 0 0 0 NYBTG Default 0.350 se 19.70 21.72 0 0 0 0 0 0 0 0 NYBTG Default 0.350 se 19.70 31.03 0 0 0 ^� 0 0 0 0 0 .._.. _ .. 12F'0sw 0065 sw T3.66 O.Z$ 16 16 59 12 96 96 .351.' 75 ....L---G_N.Y.BT..GDefault.._._....,.,_.._,0350.v'.SN __:._.0.00 A.,. .0.00: __. 0 .._ . ..:..0 0 :.,_'± 0 '. 0_..._.'_ ,.0.., _...,. `"_0, 12F-Osw 0,065 nw 3.66 0.78 128 97 356 76 80 68 250 53 NYBTG Default 0.350 nw 19.70 24.87 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 19.70 24.87 31 0 603 761 12 0 232 292 NYBTG Default 0.350 nw 19.70 17A1 0 0 0 0 0 0 0 0 NYBTG Default m m _ 0.350 nw 19.70 24.87 0 0 �„ 0 „0_ _ 0 0 0 0 _ 324 ,:.. : 584.?...., ..489_-..._ .120 .120 0.032.: 1.80 ",. ,1.49, ..___,324 C_ 18B•38w 0.029 0.00 0.00 0 0 0 _ 0 0 0 0 0 ...,.'.. ._0,034 s . -j 1.61 . ._'r:W027 324'..,. 324_,i..... 520,• r ..._86 .... 120.........: 120.....v..»:-A-S ,_32 6 c)AED excursion -108 93 Emelopeloss/gain 3094 1981 1242 724 12 a) Infiltration 462 33 317 22 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliancesfother 1400 0 Subtotal(lines 6 to 13) 3555 3413 1559 747 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 25 12 0 0 14 Subtotal 3580 3425 1559 747 15 Duct loads 11% 3% 411 86 11% 3% 179 19 Total room load 3991 3512 1 1738 765 Air required(dm) 200 179 187 39 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. vWrdW"t!ffA #L-- 2021-May-0511:50:46 Aft Right-Suite®Universal 2021 21.0.06 RSU25831 Page 2 \1200 Arbor Lane11200_Arbor Lane_Permitting.rnp Calc=MJ8 Front Door faces:NW TF wrightsoft Right-M Worksheet Job:Date: Apr pr 1 EXISTING AH- 1 B By: Tom accarccarella New York Building Technology Group 159 Rt25A West Bldg Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.00m Web:vmw.NYBTG.com 1 Room name Ex WIC Pantry 2 Exposed wall O ft O ft 3 Room height 8.0 ft heaUcool 8.0 ft heatl000l 4 Room dimensions 7.5 x 6.3 It 4.8 x 8.8 ft 5 Room area 46.9 it' 41.6 it' Ty Construction U-value Or HTM Area OF) Load Area OF) Load number (Btuhlft�°F) (BtuhfiF) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIPS Heat Cool Gross NIPS Heat Cool 6 12FOsw' 0.065 ne: 3.66 ."..0,78 0 0 °;' . 0 0 0 p 0 0 NYBTG Default' 0:350 ne 19.70 `• 24:87 ,', 0 . :'r ".,0 0.',,' 0. 0 0 0 ; 0 NY_BTGDefauJt:. ,:_,_._._::. .:0350:._ne..:...:._1970__..:17.41.. ._.__,0•......w.....e..0', -' ,_9 ..e _._�0:_..__, D___m_._,4.._.___._:a.0:._._M_a...0 12F-Osw 0.065 se 3.66 0.78 0 0 0 0 0 0 0 0 11 NYBTG Default 0.350 se 19.70 31.03 0 0 0 0 0 0 0 0 NYBTG Default 0.350 se 19.70 31.03 0 0 0 0 0 0 0 0 NYBTG Default 0.350 ss 19.70 21.72 0 0 0 0 0 0 0 0 NYBTG Default 0.350 se 19.70 31.03 0 0 0 0 0 0 0 0 12F-Osw. 0.065 •sw. 3.66 O.Z8, 0 0 0 0. 0 ._ _•0_.. .. _.• 0:':+ 0 _NYBT.G,Default_.._:..__'_ ::w ..0.350,; sw. _: ,.0.00 0.00'._::_. 0 •:..,..-;,.w:.;0_ _..._:•_0 -M_ ' _ 0 .. ._:_ _.,.0L 0. _...:_-...0 12F-0sw 0,065 nw 3.66 0.78 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 19.70 24.87 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 19.70 24.87 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 19.70 17A1 0 0 0 0 0 0 0 0 NYBTG Default 0.350 _nw 19.70 24.87 0 -_ _0 0 0 0 0 0 0 _.._.: ...._.•_0.632 -1.80_.. 1.49. m__47.......,...._47_,,..,.. 84.:_ _. 70..._..._..:42 ._._.:._42 ._,,. 7.5... 62 C 1BB-38w 0.029 0.00 0.00 0 0 0 0 0 0 0 0 F_....,.:,19A 30bswp :u '..;._:._..:...,,0.034 .....::.m.,:....w...,1.61 ..:.:027..,:.:_.,::;:,• 47, 47 75 ..: .::12 42 42 ... 67,.;x ...11. 6 c)AED excursion -4 -4 EmelopelossIgain 160 78 142 69 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliancesrother 0 0 Subtotal(lines6 to 13) 160 78 142 69 Less wdemal load 0 0 0 0 Lesstransrer 0 0 0 0 Redistribution 0 0 -142 -69 14 Subtotal 160 78 0 0 15 Dud loads 11% 3% 18 2 11% 3% 0 0 Total room load 178 80 0 0 Airrequired(dm) 9 4 1 01 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -4.- wri aht-d raft- 2021-May-0511:50:46 Right-Sute@Uriversal2021 21.0.06 RSU25831 Page 3 \1200 Arbor Lane\1200_Arbor Lane_Permittirg.nQ Calc=MJ8 Front Door faces:NW TF writ eft, Right-J®Worksheet Job:Date: Apr pr 1 EXISTING AH- 1 By. Tom Baccarcarella New York Building Technology Group 159 Rt25A West Bldg Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Laundry Kitchen 2 EVOsed wall 0 It 22.0 ft 3 Room height 8.0 ft heat/000l 8.0 ft heat/000l 4 Room dimensions 7.5 x 6.5 it 1.0 x 289.7 ft 5 Room area 48.8 ft2 289.7 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (BtuhfiF--°F) (BtuhAl-) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIPS Heat Cool Gross N/P/5 Heat Cool 6 12F Osw' " 0.065 ne 3.66 0.78 0 0 0 - 0 . 48 39 . ,142 30 I-G NYBTG Default 0.350 ne 1970 2487 0 0 0 0 9 0 182 ': 230 L G . . :•.. r NY4TG_De6ult. ....:__. •. 0.350 ,ne 19.70. :...17.41 - .0 a _ .•..9.. w�' , -:,,.:.-0 _,... 0 µ..._ Q ',.._... 0 12F-.Dsw 0.065 as 3.66 0.78 0 0 0 0 128 110 " W 401 85 11 NYBTG Default 0.350 se 19.70 31.03 0 0 0 0 0 0 0 0 NYBTG Default 0.350 se 19.70 31.03 0 0 0 0 19 0 365 574 NYBTG Default 0.350 se 19.70 21.72 0 0 0 0 0 0 0 0 NYBTG Default 0.350 se 19.70 31.03 0 0 0 0 0 0 0 0 WV►/ , 12F-0sww ... .._,- 0.065 ..Sw. ...3.66. ...... 0.78 "" 0... ,0 0 . 7- "0 0 0 .. 0 .,_ 0 t-G NYBTG Default:•.:_;...: .::: w 0.350_sw. ...'..0.00 -0.00 :.....'..'..:0 ._ . '_0 :. 0 ',0 0_ 0 0..:• _... :.. .0. 12F-Ow 0.065 nw 3.66 0.78 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 19.70 24.87 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 19.70 24,87 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 19.70 17AI 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 19.70 24.87 0 0 0 0 0 0 0 0 C..... 'I- 30ad `,.:. `.".,.'µ.: µ�...0.032. 1.80 .. 1.49,-,.,: :,. 49 49 88 .:..._ 73 290'. . 290 C 18B-38w 0.029 0.00 0.00 0 0 0 0 0 0 0 0 F_.. .. . .19A-30tuuvp. 0.034 1.61 027 7 77-:'A9 49. :,_...78._;".......13.:......,.290 . 290 ..._ .465.. . ..:.77 _. 61 c)AED excursion 1 -48 -208 Envelopeloss/gain 166 38 2077 1221 12 a) Infiltration 0 0 317 22 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliancestother 841 3784 Subtotal(lines 6 to 13) 166 879 12394 5028 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 34 17 37 18 14 Subtotal 200 895 2431 5046 15 Dud loads 11% 3°/u 23 23 11% 3% 2791 7 Total room load 223 918 2710 5173 Air required(dm) I 11 47 1 136 264 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 4*P•- w,*rij4"v,C tot= 2021-May-0511:50:46 A • ' Right-Suite@ Universal 2021 21.0.06 RSU25831 Page 4 \1200 Arbor Lane\1200_Arbor Lane_Permitting.rup Calc=W8 Front Door faces:NW wriightsaft]~' Right-J®Worksheet Job: 2690 EXISTING AH- 1 Date: Apr 19,2021 By. Tom Baccarella New York Building Technology Group 159 Rt25A West Bldg Suite B,Miller Place,NY 11764 Plane:631-495-0289 Email:Tom@riybtg.com Web:www.NYBTG.com 1 Room name Powder Living0ining 2 E)posed wall 0 It 30.0 ft 3 Room height 8.0 It heaUcool 8.0 ft heaftol 4 Room dimensions 5.8 x 6.5 It 1.0 x 479.3 ft 5 Room area 37A T 479.3 ft Ty Construction U-value Or HTM Area (ft) Load Area (ft2) Load number (Btuhd-'F) (BtuhfiF) or perimeter (ft) (Btuh) or perimeter (it) (Btuh) Heat Cool Gross NIPS Heat Cool Gross NIPS Heat Cool 6 NYBFTGDefault ,7•--6.-K6 _, he 19.0, 24.87 'W_O_._.._,...,_ ,O , ,0 ;.._.f0_. FO 0 0 0 L-G-Nl'BTGDefault- .,_ 0350 ne 19.70 17.41 0 _.... .0 _-_ 0 0 12F Osw 0.065 se 3.66 0.78 0 0 0 0 240 128 468 100 11 NYBTG Default 0.350 se 19.70 31.03 0 0 0 0 0 0 0 0 NYBTG Default 0.350 se 19.70 31.03 0 0 0 0 0 0 0 0 G NYBTG Default 0.350 se 19.70 21.72 0 0 0 0 0 0 0 0 NYBTG Default 0.350 se 19.70 31.03 0 0 0 0 112 0 2207 3475 yV�/ 12F-0sw 0.065.r 6W 3.66 -:0.78 0 r'0 0_.. _p . __.. ...p...__y "L-f _NYBT,GDefault ,- .�0.350,,sw._.:,:` 0.00 : ._.0.00,:.µ e....0.._. . ,,0 „ ...,%. .,-0 0_ 0-._._..., 0,r.. .._ ,"0 0 12F•0sw 0.065 nw 3.66 0.78 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 19.70 24.87 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 19.70 24.87 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 19.70 17.41 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 19.70 24.87 0 0 0 0 0 0 0 0 _..__...... .... ..... _ _. _ _--- _�--.--. --.. _ - 0.032 _-i .__: 1.80:_ _.-1.49,.';1' 479 s.W 864 7_16 C ._ 18B-38w. _1 0.029- _ 0.00 _ _0..00_ ._._ _. 0... _ . 0 0 0 0 0 0 0 6A 30bswp_ ..0.034_ , _ ... .61 --.__..027 _ 37 _ 37.. 60,m'r_.. '10 - _47.9 .. 479 ..,,.,,-.,.'.,.F............. ... ..........:.:w.,,:._ .'..:....., ...... ,... ,,.."' ..,._:... ..e.a..._.....F. _,u,....,, .. ._,..,.,._« ..,._....,...w ,. w...... ,.al.i.......w. ,mm,�..w,.M..« 6 c)AED excursion -3 221 Envelope loss/gain 127 621 4309 4640 12 a) Infiltration 0 0 433 31 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 2 460 Applianosslother 0 1400 Subtotal(lines6 to 13) 127 62 4742 6530 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 127 62 4742 6530 151 Ductloads 1 11% 3% 15 2 11% 3% 544 165 Total room load 142 64 5286 A6695Airrequired(dim) 7 3 265 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. -VW wkgaktwcsfe^ 2021-May-0511:50:46 Right-SuteOUriversal2021 21.0.06 RSU25831 Page 5 ..A1200 Arbor Lane11200_Arbor La ne_Permittirg.rup Calc=MJ8 Front Door faces:NW Ell I 2690 TIT wrightso�' Right-M Worksheet Job: Apr 2021 EXISTING AH- 1 Date: Apr B ccar By. Tom Baccarella New York Building Technology Group 159 Rt25A West Bldg Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name Foyer Hall 2 Exposed wall 8.0 ft 0.3 ft 3 Room height 8.0 it heaftol 8.0 ft heaUcool 4 Room dimensions 1.0 x 145.3 It 1.0 x 144.0 ft 5 Room area 145.3 W 144.0 fF Ty Construction U-value Or HTM Area (T) Load Area number (Btuhllt--°F) (B or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIPS Heat Cool Gross N/PIS Heat Cool ------ -__ 6 ; 12F0sw ... _._._Q15"ne_._ 0;78 .-__:0 .___._;._,,0 _,.0 ....._.____0.___ _ 0_. _,.___0 _,,_.._._0 ...__,__ .0 w_ NYBTG,Detault 0.350 •ne 19.70 .2487': 0 0 0 0, 0 0 0 0 NYBTGDefault_,._.___ �`0.350 .ne 1910 ::'17A1 0 0 0 ._' 0 0` 0•:' _'..__.0_ 0 12F-Osw 0,065 se 3.66 0.78 0 0 0 0 0 0 0 0 11 NYBTG Default 0°350 se 19.70 31.03 0 0 0 0 0 0 0 0 NYBTG Default 0.350 se 19.70 31.03 0 0 0 0 0 0 0 0 NYBTG Default 0.350 se 19.70 21.72 0 0 0 0 0 0 0 0 NYBTG Default _ 0.350 se 19.70 31.03 0 0 0 0 0 0 0 0 x .... .__. _.. _ _ ; A, 0.065 'sw' "3.66" � 0.78 •0 0 .: 0' G..NY8TG Defaulf=, . _•;>,:...: . .0.350,snt .,0.00 ._".:0.00 ... i. .r0 .....,.., .0 .. 0 .......:0 a 0.:.. ._. 0. 12FOsw 0.065 nw 3.66 0.78 64 22 81 17 2 2 7 2 NYBTG Default 0.350 nw 19.70 2487 21 0 414 522 0 0 0 0 NYBTG Default 0.350 nw 19.70 24.87 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 19.70 17AI 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 19.70 24.87 _ 21 0 414 522 0 0 0 0 C 16830ad�., _;. _O.b$2 w ;._1.80" : '1.49; _v145�, ._145 _ :262, . w217 ,'144" _ .,144:.' . 259.: 215 C lBB-q8w _ _ 0.029 -_..___..0.00 0.00 0 _ ....._ _0.. 0 _.__.._.._0 _.._ ._.. 0 ______0 _-- .._ 0_._. 0 _ M_ _-._._ F__".__ 19A 30liswp. W_"__ 0.034_:_-.__._ _1.61,. ..._027, 145'--'.::...145 _.__:,v 233 ::-:._.,._99... •_..i.,144 __'..._144 :. 6 c)AED e)mrsion 384 -13 Envelope loss(gain 11403 1701 498 242 12 a) Infiltration 115 8 4 0 b) Room ventilation 0 0 0 0 13 Internal gains: Omipants @ 230 0 0 0 0 Appliancestother 0 0 Subtotal(lines 6 to 13) 1519 1709 502 242 Less e)demal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1519 1709 502 242 15 Duct cads 11% 3%1 174 43 11% 3% 58 6 Total room load 1693 1752 559 248 Air required(dim) I 1 1 85 90 1 1 281 13 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. vw rftW"t!tsc2rt:- 2021-May-0511:50:46 as Right-Suite®Urrversal202121.0.06RSU25831 Page6 \1200 Arbor Lane\1200_Arbor Lane_Permittirg.rup Calc=MJ8 Front Door faces:NW 2690 righ ,� , Right-J®Worksheet Job: Apr1 EXISTING AH- 1 Date: Apr B By: Tom accarccarella New York Building Technology Group 159 Rt25A West Bldg Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Master Bath WIC 2 Exposed wall 30.3 ft 0 It 3 Room height 8.0 It heat/000l 8.0 ft heat/cool 4 Room dimensions 1.0 x 142.5 ft 7.0 x 8.3 ft 5 Room area 142.5 ft2 57.8 T Ty Construction U-value Or HTM Area (ft) Load Area (ft) Load number (Btuh1f1-°F) (BtuhiW)' or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIPIS Heat Cool 6 .!. 12 Osw.. ,; 0.065 ,n6. . ..:•3.66 " ',',0.18 .. ._. 48 48. ,..176 ,... ... .37 .... ..... 0 .... .... .0 ;,.--0 . .. 6 1=G NYBTG Default. 0.350 .ne 19.70 24.87 0 .' 0 10 0 " ' 0 0 0, ;: 0 NYBTG Default,' ;-".0.350 ,,rre 19.70 .-17,41.'.,' .... ': O. _ 0 0.." '_. .d'0 _ 0 0 . :.........;0. ,. 0 12F-Osw 0.065 se 3.66 0.78 0 0 0 0 0 0 0 0 11 NYBTG Default 0.350 se 19.70 31.03 0 0 0 0 0 0 0 0 NYBTG Default 0.350 se 19.70 31.03 0 0 0 0 0 0 0 0 G NYBTG Default 0.350 se 19.70 21.72 0 0 0 0 0 0 0 0 NYBTG Default 0.350 se 19.70 31.03 0 0 0 0 0 0 0 0 12F Osw.. _-_ ;'0.065 sw 3.66 0.78 `'.,..,r,;r98 98 359•.... . .76 0 _.0 ._..-._;,1--0:�_"- 0 . ..N1eBTGDefault.` >. :..0.350 , sw. .. 0.00 0.00. .:. ...0 0 0...;,r'::;:...0 .0 . 0 .._:,..ua°.O..w.::_:. .::..,0 12F0sw 0.065 nw 3.66 0.78 96 73 265 57 0 0 0 0 NYBTG Default 0.350 nw 19.70 24.87 0 0 0 0 0 0 0 0 VN NYBTG Default 0.350 nw 19.70 24.87 24 0 463 584 0 0 0 0 NYBTG Default 0.350 nw 19.70 17A1 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 19.70 24.87 0 0 0 0 0 0 0 0 16B30ad,;,,;.. :.. 0.032 1.80 1.49 ., 143 ;,, , 143 ._ 257 :.....21,3 _- ,,,,58 58 :,„,86 C, ... . 185-38w . _0,029 0.00 .._ 0.00 ........ .0 . .. ._ 0 0.._.. 0 0_....,.._... 0_.... ....0 F_. ..... .19A 306sv p,.;.<.. .. ..' 0.034 1.61 02Z_-...-. 143 143 . .... 229: ;...; : 38 58 . . 58 ..... _..93..'w.:....._15 rr 711 6 c)AED excursion 199 -5 Envelope loss/gain 1748 1205 197 96 12 a) Infiltration 436 31 0 0 b) Room venfilafion 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Applianoes/other 0 0 Subtotal(lines 6 to 13) 2185 1236 197 96 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2185 1236 197 96 15 Dud loads 11% 3% 251 31 11% 3%1 23 2 Total room load 2436 1267 219 99 Air required(dm) 1 1 122 65 1 1 11 5 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wwrrd¢�Ih aea�ta 2021-May-0511:50.46 Rigid-Suite@ Universal 2021 21.0.06 RSU25831 Page 7 \1200 Arbor Lane\1200_Arbor_Lane_Permitting.rup Calc=MJ8 Front Door faces:NW TF�i rightso Right-J®Worksheet Job: Apr 1 EXISTING AH- 1 Date: Apr By. Tom Baccarccarella New York Building Technology Group 159 Rt 25A West Bldg SJte B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name Bed Hall Bath 1 2 E*osedwall O ft O ft 3 Room height 8.0 ft heaV000l 8.0 ft heaUcool 4 Room dimensions 1.0 x 158.1 ft 1.0 x 68.6 ft 5 Room area 158.1 iF 68.6 IF Ty Construction U-value Or HTM Area (ft) Load Area 00) Load number (Btuhd-'F) (BtuhfiF) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIPS Heat Cool Gross NIPS Heat Cool 6 12F0§w„ U.O65 ne_. . 3:66 0.78 :.... .:._ .0 ,.. „ 0 , 0...._. .....0 ... 0, ..... ..0 .., .. ..._,0 , ._ 0 G NYBTG Default.- 0.350 ne 19.70 24.87 0" 0 0 ' 0 0 ""t 0 0 0 �'_ G NYBTG Default'.. 0.350 new 19.70 17A1.::.` ..... :.0'. 0 0 ' 0 _. 0 0 12F-Osw 0.065 se 3.66 0.78 0 b 0 0 0 0" 0 0 11 NYBTG Default 0.350 se 19.70 31.03 0 0 0 0 0 0 0 0 NYBTG Default 0.350 se 19.70 31.03 0 0 0 0 0 0 0 0 NYBTG Default 0.350 se 19.70 21.72 0 0 0 0 0 0 0 0 NYBTG Default 0.350 se 19.70 31.03 0 0 0 0 0 0 0 0 y/ 12r,Osw. . _ . 0.065, sw 3,66 0.78.,." .0 0 0 0 0., 0 .0 : 0 �,-G NYBTG.Default. . .: . 0.350 sw 0.00 ,. ..0.00 0" ._ :. . 0 0 0. '0 0..... . ..:.0 12F-Osw 0.065 nw 3.66 0.78 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 19.70 24.87 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 19.70 24.87 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 19.70 17A1 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 19.70 24.87 0 0 0 0 0 0 0 0 C_...,. .16"Oad 0.032;'.;-_ .1,80 _1.49 ... :.156 1% 285'„ „-„µ.236, • , . .69 69 . 124 103 C _ .. 18B-38w 0.029 , r,... 0'.010 0.00 0. .. .0 . . _ 0 42 .. .a^, fi9 ' 69,.- ', .M110_ ... ....,.'0 F.._. 19A30f vp_' ;.;,mt s 0.0.34 :- 1.61 02Z_... 158 -.".,: j58 ... 254 ... 18 - r 1-7 71 6 c)AED excursion -14 -6 Emelopeloss(gain 539 264 234 114 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliancastother 0 0 Subtotal(lines 6 to 13) 539 264 234 114 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 539 264 234 114 15 Duct loads 11% 3% 62 7 11% 3% /[1 3 Total room load 601 270 261 117 Air required(dim) 30 14 13 6 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 2021-May-0511:50:46 Aft, -^ -^ Rigtt-Sute@Uriversal2021 21.0.06 RSU25831 Page 8 \1200 Arbor Lane\1200_Arbor_Lane_Permitting.rup Calc=MJ8 Front Door faces:NW 2690 wrightso Right-J®Worksheet Job: Apr NEW AREA AH- 2 Date: Apr By. Tom Baccarccarella New York Building Technology Group 159 Rt25A West Bldg Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name NEW AREAAH-2 Den 2 Exposed wall 158.0 It 29.3 ft 3 Room height 9.5 it d 8.0 It heaftol 4 Room dimensions 15.3 x 19.5 ft 5 Room area 14022 it' 297A W Ty Construction U-value Or HTM Area (ft=) Load Area (ft2) Load number (Btuhtft-'F) (Btuh/tB) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PuS Heat Cool _..- 6 NYBTG Default '0.350 ne 19.70 ,24'.88 m. ,. 1- 2 0 03 YV 761> 112 91 330 71 NYBTG Default,, : _ O 50 ne, 19.70 17,41,; ,, 21. D ..: 414.,. ..,_366 21, 0' 414 366 12F-Osw 0.065 se 3.66 0.78 374 313 1145 244 122 91 334 71 11 NYBTG Default 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 se 19.70 31.03 61 0 1206 1899 31 0 03 949 NYBTG Default 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 , .._ VV��!,+ 12F0sw 0.065 sw 3.66 0.78 488 354 1295 276 "0 �, G .NYBTGDefault ....., 10.350 ..sw .. 19.70, -,,:,31:03•:: , „134 . ... . 0 .2643.... _,,4,162 `0 ''.....'_0.- 0 12F-Osw 0.065 nw 3.66 0.78 371 319 1168 249 0 0 0 0 NYBTG Default 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 19.70 24.87 52 0 1023 1291 0 0 0 0 NYBTG Default 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 16&30ad." ._; _ 0.032 .- . 1.80 ,.1.49:.'.'..'...`:790 . . 790 : _1423,.W,_ ,1180 ,.... „297:... ,297 536. ......444: C 18B-38w 0.029 1.63 OAO 780 780 1274 310 0 0 0 0 6.034 c 1.61 027':.. _,,1402, 14,02 --2253'. .... 372,', '97,. ' 297 .....:.478 '-:... : -79 , 6 c)AED excursion 606 -91 Envelope loss(gain 15349 11908 2698 1890 12 a) Infiltration 2762 195 422 30 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 1 230 Appliances/other 5600 1400 Subtotal(lines 6 to 13) 18111 17933 3120 3549 Less exfemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18111 17933 3120 3549 15 Dud loads 9% 2% 1544 366 9% 2% 266 72 Total room load 19655 18299 3386 3622 Air required(cfm) 953 953 164 189 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. " vaWrAWl%t!ffd :- 2021-May-0511:5046 "' "^"° Right-Suite@ Universal 202121.0.06 RSU25831 Page9 \1200 Arbor Lane\1200_Arbor Lane_Permitting.rup Calc=W8 Front Door faces:NW wrightso ° Right-J®Worksheet Job: 2690 NEW AREA AH- 2 Date: Apr 19,2021 New York Building Technology Group By. Tom Baccarella 159 Rt25A West Bldg Sute B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@rrybtg.00m Web:www.NYBTG.com 1 Room name Bed 1 Bath 2 2 EVosed wall 34.3 ft 11.8 ft 3 Room height 11.4 ft heat/000l 8.0 ft heat/cool 4 Room dimensions 1.0 x 298.3 It 1.0 x 129.4 It 5 Room area 298.3 V 129A iF Ty Construction U-value Or HTM Area (f2) Load Area OF) Load number (Btuhlft;°F) (BtuhfiF) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NOS Heat Cool 6 12FOsw 0.065 ne 3.66..... 0:78:... 0 0 0 : .. .,_...0 . . 0" .. 0 0 ;, •.-. 0.V��!-C NYBTG Default 0.350 ne 19.70 '24.87,. " 0 0 0 :' :0 0 0 0' 0 t--( NYBTGDefault. _",w 0.350 ne _19.70 . ,. 11.41 0 12F-Osw 0.065 se 3.66 0.78 169 139 508 108 0 0 0 0 11 NYBTG Default 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 se 19.70 31.03 31 0 603 949 0 0 0 0 NYBTG Default 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 yJ 12F Osw. • . .i' .0.065 sW 3.66 0.78. 156 95 347 74 94 82 301' 1=( :NYSTG"Default.:. 0.350..sw . ..19.70. ..:.31.03::.::.: . : 61.. . 0 1206 :y. 1899 _ .12. .,.:..0_. 232 '366 12F-Osw 0.065 nw 3.66 0.78 51 51 188 40 0 0 0 0 NYBTG Default 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 19.70 24.87 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 _C. .. 16B 30ad ...'... :. ...: .`0.032. - 1.80. . ::,1.49 :'..'. . 12.. 12 _:..., 22 18 ,'.;M:,. 129': ;129, .... .:233 :. "...193- C 1813-38w,", ",. 0.029 1.63 _ OAO 395 395 - 646 157" 0 0. 0 0 ..,0,034 - . . 1.61 •_:-.:-027 �"';; „298. .. 298 .. - 4Z9 .._.... . 79 _. ,129 � .. ,..129��;�:.'.,`208 ..: ..34 •7- 6 c)AED excursion 21 115 Envelope losstgain 3998 33461 973 771 12 a) Infiltration 679 48 170 12 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances/other 1400 0 Subtotal(lines 6 to 13) 4677 4793 1143 783 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4677 4793 1143 783 15 Dud loads 9% 2% 399 98 9% 2% 97 16 Total room load 5076 4891 1240 799 Air required(dm) I 1 1 2461 2551 1 60 42 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. ' - 2021-May-0511:50:46 Right-SuteOUriversal2021 21.0.06 RSU25831 Page 10 11200 Arbor Lane\1200_Arbor Lane_Permitting.rup Calc=W8 Front Door faces:NW ightso ' Right-M Worksheet Job: 2690 NEW AREA AH- 2 Date: Apr 19,2021 By: Tom Baccarella New York Building Technology Group 159 Rt25A West Bldg Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name Bunk Room Master Bed 2 Exposed wall 22.5 ft 60.3 it 3 Room height 8.0 ft heat/cool 11.1 ft heat/000l 4 Room dimensions 1.0 x 310.1 ft 1.0 x 367.1 ft 5 Room area 310.1 ft2 367.1 ft2 Ty Construction U-value Or HTM Area (IF) Load Area (ft2) Load number (Btuhff--°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool :..0:....... . - 1 155..........569 121 6 12�Osw" 0,065 ne 3.86 ,,', .78 0 0 0 86 NYBTG Default": 0.350 ne 19.70 .24J37 .. 0 0 ' 0 "' 0 31 0 603 '"" 761 NYBTGDetault. .. ... :. ` :0.350 ne,. .: " .19.70 " ..._•17.41 .•.::....`. .0,. 0 " "" _:"::: 4'.-`'.' .',:,_..�. ,`.i.. .. 0 :_ :0 . . 0 0 12FOsw 0.065 se 3.66 0.78 0 0 0 0 83 83 303 65 11 NYBTG Default 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 se 19.70 31.03 0 0 0 0 0 0 0 0 NYBTG Default 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 UN 12ROsw. 0.065 sw 3.66" 0.76 118 87 320" 68" 120 89 327 70 I--."G NYBT.G Default..: Mx ':...:.. _,0.350 .sw.. .,19.70 ..:31.03 31• 0, ,..:.....603 949 . ... 31 0., 603.,'.....::..`:949 12F0sw 0.065 nw 3.66 0.78 62 56 205 44 258 212 776 165 NYBTG Default 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 19.70 24.87 6 0 118 149 46 0 904 1141 NYBTG Default 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 C_. ..._ 16B--30ad :'. _._0.032 ..,r . 1.86 1.49 310 310 559 . . :463 C 18B-38w 0.029 - 1.63 0.40 0 0 0 ,• 0 385 385" „"" „"•"629"„ _,- _153 F 19A 30bswp....,.. .:,"M . ..0.034 .,:- 1.61 . . . 027 v:.;.310 ..... "'310 . . _ 498 ... -'' 62 ..-_....367 367 ::590.:.., +,.. .,97 6 c)AED excursion 277 285 Envelope loss/gain 2303 2033 5377 3869 12 a) Infiltration 325 23 1166 82 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoes/other 1400 1400 Subtotal(lines 6 to 13) 2627 3456 6543 5351 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2627 3456 6543 5351 1151 Dud loads 1 9% 2% 224 71 9%1 21/6 558 109 Total room load 2851 3526 7101 5460 Air required(cfm) I 1 1 138 184 344 284 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 14$h, 2021-May-0511:50:46 Right SuteOUriversal2021 21.0.06 RSU25831 Page 11 ...\1200 Arbor Lane\1200_Arbor_Lane_Permitting.np Calc=MJB Frond Door faces:NW N First Floor 6" 85dn 94 do 6' 85dn 6" 94dm Bed 1 Den �132 drr `k114&. m 114 do 6' eir dm y✓ 250dm �1 dm "4106dn 8.132dn 274dn KlkhM Wng�DDning 3xfi `I116 r` BNh1 g 1533dm 13de Bed HaO 9x6 EOUPMENrS ON:._NOaiANGESTDMJMWORK , ® 8 Ba012 �114dn 12x8 L106dn F—y Partly ❑Laundry wo 215dn 12.8 6' 2dn P-de �28dn 25x8 Fqa y2ch EXWr p 11 ft P 9odn 9dn � 241 d WICo Bunk Room d" u Mastr Bath 6' 92 dm a`100dm EzMasvSal MeslerElw EzM.".h .86dm 86 do 6" e' m� z10odm 8' BBdn� B6dn 6' Job#: 2690 New York Building Technology Group Scale: 1 : 176 Performed by Tom Baccarella for: Page 1 1200 Arbor Lane-Mattituck,NY 159 Rt 25A West Bldg Suite B Right-Suite@)Universal 2021 PO Box 2284 Miller Place, NY 11764 1 21.0.06 RSU25831 Aquebogue,NY 11931 Phone:631-495-0289 2021-May-0511:52:25 Phone:(631)523-5879 WwW Tom@nybtg.com Tom@nylotcom ...e\1200 Arbor Lane_Permitting.rup rmatoarchitect mail.com . . Duct System Summary Job: 2690 0trl� lt Date: Apr 19,2021 EXISTING AH- 1 By. Tom Baccarella New York Building Technology Group 159 M25A West Bldg Sute B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com • • • For: 1200 Arbor Lane-Mattituck,NY,Richard M.Mato,A.I.A. PO Box 2284,Aquebogue,NY 11931 Phone:(631)523-5879 Email:rmatoarchitect@gmail.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.29 in H2O 0.29 in H2O Available static pressure 0.21 in H2O 0.21 in H2O Supply/return available pressure 0.105/0.105 in H2O 0.105/0.105 in H2O Lowest friction rate 0 in/100ft 0 in/100ft Actual airflow 1533 cfm 1533 cfm Total effective length(TEL) 0 ft • • ® ' • 7- 1 Design Htg CIg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat Ln(ft) Ln(ft) Trunk Bath 1 h 117 13 6 0 0 Ox 0 VI Fx 0 0 Bed Hall h 270 30 14 0 0 Ox 0 VI Fx 0 0 Ex Master Bath h 765 87 39 0 0 Ox 0 MFx 0 0 Ex Master Bed h 1756 100 90 0 0 Ox 0 VI Fx 0 0 Ex Master Bed-A h 1756 100 90 0 0 Ox0 VIFx 0 0 Ex WIC h 80 9 4 0 0 Ox0 VIFx 0 0 Family h 1809 106 92 0 0 Ox0 VIFx 0 0 Family-A h 1809 106 92 0 0 Ox0 VIFx 0 0 Family-B h 1809 106 92 0 0 Ox0 VIFx 0 0 Family-c h 1809 106 92 0 0 Ox0 VIFx 0 0 Family-D h 1809 106 92 0 0 Ox0 VIFx 0 0 Foyer c 1752 85 90 0 0 Ox0 MFx 0 0 Hall h 248 28 13 0 0 Ox 0 MFx 0 0 Kitdien C 2587 68 132 0 0 Ox 0 VIFX 0 0 Kit&er}A C 2587 68 132 0 0 Ox 0 MFx 0 0 Landry c 918 11 47 0 0 Ox 0 VIFx 0 0 Living/Dirirg c 2232 88 114 0 0 Ox0 VIFx 0 0 Living/Diring-A c 2232 88 114 0 0 Ox0 VIFx 0 0 Living/Dirirg-B c 2232 88 114 0 0 Ox 0 VI Fx 0 0 Master Bath h 1267 122 65 0 0 Ox 0 VI Fx 0 0 Powder h 64 7 3 0 0 Ox0 VIFx 0 0 Wlc h 99 11 5 0 0 Ox0 VIFx 0 0 BILPrightsoft'" 2021-May-0511:50:47 Right-Sute@Uriversal2021 21.0.06 RSU25831 Pagel .\1200ArborLane\1200_Arbor Lane_Permitdng.np Calc=MJB Front Door faces:NW Ddtoilj, Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) 00 FIR (fpm) (in) (in) Opening(in) Matl Trunk rb1 Ox 0 1533 1533 0 0 0 0 10x 0 ShMt wr,ightsoft' 2021-May-0511:50*47 AR, Right-Sute®Uriversal2021 21.0.06 RSU25831 Page 2 ACCK 11200ArborLane\1200_Arbor_Lare_Permittlng.nQ Calc=W8 Frort Door faces:NW y� Duct System Summary Job: 2690 rigt its$ Date: Apr 19,2021 NEW AREA AH- 2 By. Tom Baccarella New York Building Technology Group 159 Rt25A West Bldg SUte B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@rrybtg.00m Web:www.NYBTG.com • • • For: 1200 Arbor Lane-Mattituck,NY,Richard M.Mato,A.I.A. PO Box 2284,Aquebogue,NY 11931 Phone:(631)523-5879 Email:rmatoarchitect@gmail.com Heating Cooling External static pressure 0.65 in H2O 0.65 in H2O Pressure losses 0.29 in H2O 0.29 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/return available pressure 0.161/0.199 in H2O 0.161/0.199 in H2O Lowest friction rate 0.066 in/100ft 0.066 in/100ft Actual airflow 953 cfm 953 dim Total effective length(TEL) 547 ft SupplyBranch Detail,,Table 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 Ban,2 h 1240 60 42 0.088 6.0 Ox 0 VI Fx 17.8 165.0 st2 Bed 1 c 1630 82 85 0.086 6.0 Ox 0 VI Fx 27.5 160.0 st2 Bed 1-A c 1630 82 85 0.098 6.0 Ox 0 VIFx 35.3 130.0 st2 Bed 1-B c 1630 82 85 0.091 6.0 Ox 0 VIFx 37.5 140.0 st2 B"Room c 1763 69 92 0.091 6.0 Ox 0 VIFx 13.0 165.0 st1 Burk Room-A c 1763 69 92 0.090 6.0 Ox0 VIFX 19.5 160.0 st1 Den c 1811 82 94 0.093 6.0 Ox 0 VIFx 43.0 130.0 st2 Den-A c 1811 82 94 0.084 6.0 Ox0 MR 41.8 150.0 s12 MasterBed h 1775 86 71 0.075 6.0 Ox 0 VIFx 30.0 185.0 st1 Master Bed-A h 1775 86 71 0.066 6.0 Ox 0 VIFx 40.2 205.0 st1 Master Bed-B h 1775 86 71 0.086 6.0 Ox 0 VI Fx 36.8 150.0 st1 Master Bed-C h 1775 86 71 0.094 6.0 Ox 0 VI Fx 21.3 150.0 st1 • • Detail • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st1 PeakAVF 483 468 0.066 724 11.4 8 x 12 ShtMeti st2 PeakAVF 470 485 0.084 727 10.9 8 x 12 ShtMeti - -wri!ght5ioft, 2021-May-0511:50.47 Right-SUte®Universal 2021 21.0.06 RSU25831 Page 3 + *I ..M200 Arbor Lane\1200_Arbor Lane_Permitting.njp Calc=W8 Front Door faces:NW th"Det a Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) M FIR (fpm) (in) (in) Opening(in) Matl Trunk rb4 Ox 0 246 274 301.8 0.066 505 9.2 6x 13 ShMt rt4 rb5 Ox 0 250 241 205.0 0.097 600 8.3 6x 10 ShMt rt4 rb2 Ox 0 241 234 180.3 0.110 643 7.9 6x 9 ShMt rt1 rb7 Ox 0 215 205 185.5 0.107 574 7.7 6x 9 ShMt rt4 ® • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (dim) FIR (fpm) (in) (in) Material Trunk rt4 PeakAVF 712 719 0.066 647 13.2 8 x 20 ShtMetl rt1 rt1 PeakAVF 953 953 0.066 686 14.7 8 x 25 ShtMetl '61lt'rig1'3tsoft- 2021-May-0511:50:47 Aii a� .m ., q.. � y Right-Sute®Uriversal 2021 21.0.06 RSU25831 Page 4 ICCK %120O Arbor Lar e\1200_Arbor_Lane_Permiturg.np Calc=W8 Frort Door faces:NW I , FIELD INSPECTION REPORT DATE COMMENTS 2l �. sv► lS o 1i. A+4t FOUNDATION(IST) W o ----------------------------------- ol - r k). QV- --ro l 'FOUNDATION (2ND) OW z ° Cl) i ROUGH FRAMING& �y PLUMBING 7L INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 66, r o ZC � i ' .(z ro °�z ay 4 o ` rn f � y Al C trod b oS�fF°t t�oG_ TOWN OF SOUTHOLD.—BUILDING DEPARTMENT . Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o a�l� Telephone (631)765-1802 Fax(631) 765-9502 https://WwW:southoldtownny_gov Date Received A►PPLICA►TI.ON FOR BUILDING .P MIT For Office Use Only PERMIT NO. .! Building Inspector: A N 2 8 2021 Applications and forms must be filled out in.their entirety.Incomplete applications will not.be accepted. Where the Applicant is not the.owner,arr Owner's Authorization form(Page 2).shall be.completed. ' = Date: OWNER(S)OF PRO ERN: Name: t Ark SCTM#1000- _. j_ i p+GIA�I>E.Vi l Project Address:. -- Phone#: Cjl(�.7j1(p ' 4 Email: .�iJ_J.A t•.1S r.1. e-d4A Mailing'Address: ( . .dXt �I'r�( 1 ~( _�= ..._..��?_3 CONTACT PERSON: Name:_ Mailing Address: . . : N_Gt_._. ._ 0_ Phone# i.. Email:. . DESIGN PROFESSIONAL INFORMATION: Name: Mailing.Adcl ess: /0_:�_ __fox.-----22�4 -------=-,v.- ----- - ---- - - ------- =--- -=--_�.----. _ _ __ --- - --= -- Phone#: CP?j� ' '7'L7j ' r�j��' Email; HAN&- CONTRACTOR.I N FORMATION: Name: . . �. a .. ►J->E. -- - Mailing Address: . Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑Nev✓:Structure Addition MAlteration ❑Repair ElDemolition Estimated Cost of Project: ❑Other Will the lot be re=graded? ❑Yes No Will excess fill be removed from premises'. ❑Yes o 1 :PROPERTY INFORMATION, . Existing use of property: 7 ik Intended use of:propeity: S yyl� Zone or use district in which premises is-situated: Are there any covenants and.restrictions with,respect to Ae this-property? Yes EJNo IF YES, PROVIDE A COPY. Check,Box After Reading:-The owner/contractor/design'professlonal is iesporisible for all drainage and storm"water issues as Prbvided by chapter 236.of the Town Code. APPLICATION IS HEREBY MADE uance of a Bui to the Building Department for the isslding Permit pursuant to the•Building Zone• ordinance of the Town of Southold,Suffolk,'County,New York and other.applicable Laws,ordinance's or Regulations,for the construction of buildings, additions;alterations or for.removal or.de.molition as herein described.The applicant agrees to"comply with all applicable laws,ordinances,.building code, housing code and regulations and-to admit authorized inspectors on premises and in buildings)for necessary inspections.False statements made herein are" punishable as a Class A misdemeanor pursuant to Section 210AS of the New-York State.Penal Law: Application Submitted.B " rint"name : IC H.1''�A`1� I A•) Y 1P" ).. r d Agent ❑Authorize Owner. Signature of Applicant; Dater_ I"I-Z 2� STATE_OF,NEW YORK) SS: COUNTY OF iG �`-�• 1`'� being duly sworn,deposes and says that(s)he is the applicant (Name o individual signing contract)above named;- (S)he is'the .. 1- f✓ (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/ 'wledge and belief; and " that the work will be performed in the manner set forth in the application file there ith'. RICHARD-s-,FER A Sworn before,me this_ NOTARY PUBLIC-STATE OF NEW YORK �7 No. 02FE4624168 Z.7 .dayof �..1 p 4_'�v`� ,26. Z I ®ualihed in Suffolk Co.�^tY . MY commilq&b4�PR hL?I6 30;2&i o PROPERTY"OWNER"AUTHORIZATION (Where th:e applicant is not the:owner) �'Cww q�►we .`1�LA Jk l!-. uhe l �1l' ^!t'1-��1� I; residing at 1 �. )br.�.�\.y,$� Q..� . - do hereby authorize liar A. d.. Atelto apply..on my behqjLW the To of Southold-Buil 'ng pa men t" "r approval as described herein. Owner's Signature Date ,TteiXov �A �. ��1 N\n;�..1�,11t,An+�l Print Owner's Name 2 . . BUILDING DEPARTMENT- Electrical Inspector �� Gy TOWN OF SOUTHOLD ca Town Hall Annex- 5437.5 Main-Road - PO Box 1179 Southold, New York 11971-0959 - "'` Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(@southoldtownny.gov —.seand(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION w... ELECTRICIAN INFORMATION'AAII'Information Required), Date: 05/04/22 Company Name: North Country Electric Corp. Electrician's Name: Frank T. Restucci License No.: 4577-ME Elec. email:ncountryelec@oponline.net Elec. Phone No: 631-774-0854 El I request an email copy of Certificate of Compliance Elec. Address.: 275 Main Street JOB SITE INFORMATION (All Information Required) Name: Racanelli residence Address: .1200 Arbor. Lane,Mattituck Cross Street: Phone'No.: 631-276-5275 Bldg.Permit#: BP#45864 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): whole house renovation Square Footage: 167s Circle All That Apply: Is job ready for inspection?: ❑ YES RV NO 0 Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground LateraIsFJ1 FJ2 F H Frame M Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT Address: Switches \ f 1 Outlets 4�f jljI g Q GFI's �( ` Surface Sconces tkC H H's 'I m t l 1 1 UC its C U1 Fans' Fridge HW Exhaust (hl Oven W/D Smokes Ili DW Mini (� Il 1 Carbon �' Micro Generator Combo Coo kto p Transfer r , I AC ` A Hood Service Amps Have s d Special: ZS Comments 4' 9— 0 Young & Young, Land Surveyors gill 400 Ostrander Avenue, Riverhead, New York 119O1 ijounRN $ Lot 1 516-727-2303 e � Thornton Smith, Section 1, g� a• s �ouug Suffolk County File No. 9836 Aldm W. sung, P.li &L.S. 1Rsd�, m d $ Howard F. Young, Land u �t Q� .39 Thomas C. 9otpert Professions[ >�eo. er .A m co Kenneth F.A6auzzo, Land Suru rJ S m o John Schnurr, Land Suruey m 0 3_ p❑ £ogloreNne It N $ a y U 'O d --gin ED`£of vnvEM 53 53 E te• NOTES: 17'E R=75.00' N7778'24 E N5 50,00 n685.O0 L=2 5 $ �R� i pF 1- = STAKE FOUND, STAKE SET. N57.25' L=246.41' R=735.00' R=735A0 t I 4�'PA Ay 2.SUBDIVISION MAP FILED IN THE OFFICE OF THE CLERK OF SO.00' • t 675.00 L=1 4.19' Lm97.61 t 1 I SUFFOLK COUNTY ON MAY 23. 1997 AS FILE NO. 10006. °z �� I 3. O = LEACHING POOL WITH C.I. GRATE ll tt a I ' I Pi r�n i w�u ml rn1 fee 1 aye t `0�`ev I mm l , ALO 9-7 Q 11 p C ---------3 _°---------i— CO i a3 EeRdfl E a C N N tx°cNa I � I DEG B-- --•FNAt-SURVEY'-'..----- 1/) C j Ij1 MAY 1 1998 ADDED CERTIFlCA11ONS _ -3 / 'I APR. 21 1995 UNDER CONSTRUCTION SURVEY $�� O U ttn� I I NOV. 5, 1997 PROPOSED HOUSE LOCATION nc'DRAINAGE JUNE 12 1997 TEST HOLE LOCATION �R6 O O I EASEMENT DATE: REVISIONS: Env z° -i I SURVEY FOR: es �'-- GEORGE WILLIAMSON all: ty-•87' LOT NO. 4 "THORNTON SMITH, SECTION 2" dell Lot 4 S6O'35'S9"W o 5. Lot to proinoge At: MATTITUCK Town of: SOUTHOLD Acres Zoo Eosement Suffolk County, New York Suff. Co. Tax Mop: , 1000 121 1 1.9 � YA Oiahicl Section 81-k Lot S7435.57-W — — y�0LAND S'G,9 CERTIFIED TO: $ae izi�V q_ 345.55' — N SC G WI °p e � �� NG � GEORCE LLIAMSON 9�I ...;:_; •. ... .. 38'f � °s � �� BRIDGEHAMPTON NATIONAL BANK O 9 Lot 3 — ,., COMMONWEALTH LAND TITLE INSURANCE COMPANY o I n,S ' 6Ne3 Suff ou m1t do a Suffolk Thornton nt h. Sec n 1 \ 496,E6 Y File No. 9836 DATE :MAY 22,J1997�� SCALE :1' = 10JOB NO. :97 — 03SHEET NO.•1 OF 1Q `y '970393TS.DWG' I (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION I40TCAITED 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.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIOWAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)A CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. i 400 Ostrander Avenue, Riverhead, New York IIQOI tel. 631.121.2505 fax. 651.721.0144 Nadmin®youngengineering.com Howard W. Young, Land Surveyor m� Thomas 0. INolpert, Professional Engineer Douglas E. Adams, Professional Engineer Robert 0. Tost, Architect E Robert 5tromski, Architect SITE DATA \-o Sf�N\�h g��6 S TOTAL AREA = 5.3280 ACRES ZONING USE DISTRICT =AGRICULTURAL CONSERVATION(A-C) Saba\J\ss� G *SUBDIVISION MAP"THORTON SMITH,SECTION 2" FILED IN THE OFFICE OF o THE CLERK OF SUFFOLK COUNTY ON MAY 23,1997 AS FILE NO.10006. RIGHT OF wp,Y r p1 O Q��/0�� ✓ ��' �VIs .o, ro O \\ \\ °J� 230 jr,fSjf✓ IR \ as \ �'C°��G��° p 161 F ryh9 .0, La � \ A 220 rr,//IrjfC)" O 0• 19 Pe)`�''� 5 O S j ft, 2 J5 A \ \ G6 O o" jlr.,. �0 3g. ,[ ;A go�� \\ \\ �� j � ✓ Q�0°``GC� °Q°�o G� gw (,,(� �•�;l `flit/. sK \ O \ cMf \ } r,/1� t o. \ r I \ 1 � 3p• i`: 1 r 1 0 o w Oyu HOUSE DIMENSIONAL PLAN SCALE: V=30' °Q '0' bs)oo °S °'D \ P OQOg q \ CIP \ iIp Rct- 1� e \ 0OV Poop copy Pao G�� 20 \ \ VOIL / ENGINEER'S CERTIFICATION �• i ,\1$��oj "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL / o �� i 1 .�Fj SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY o I fp0 DIRECTION.BASED UPON A CAREFUL AND THOROUGH SS; y ESOIL, SITE AND GROUNDWATER CONDITIONS,ALL FACILI 1b ROP> ED, CONFORM TO THE SUFFOLK COUNTY DEPARTMENT F`(I f21/IS'a LOt n 1 CONSTRUCTION STANDARDS IN EFFECT AS OF SbA7.15';.t•ec E'+ t" P•"s" O 0 % tOn Smith, 9a36 . ^ g of i " ih°rnt File ,�+ Ate .. N ; ,� ubdivi°n k COun y � L'. � .p� ,�° �`,�I:;:��,;::��, •rta:, C a (0 (n I I J��O1 ,rd�oyq A`�•x 4flC.T'.•[ �,"„'w. i a i HOWARD W.YOUNG,N.Y.S.L.S.N0.45893n .J`�F`��`<'��'¢esb',��_'�'��.;�•' s o I I THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 Q0+ of Q " i i W DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 M CNo �" Seotior 1 i N W SmNo 83 �N 9 I Aklor ° � SURVEYOR'S CERTIFICATION N t File I I Sub&'4kso {fOIK S°Un y �a� *WE HEREBY CERTIFY TO STEVEN RACANELLI & JANINE o Su Ian RACANELLI THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY. E`NEW.-YQRK o iW i STATE ASSOCIATION OF PROFESSIONAL LAND SURVfVORS (7 0. hi Ja` : 3-1 HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 O �AN 0 SURVEY FOR 3w 5 ��•35'57» w STEVEN RACANELLI CMF LEGEND & JANINE RACANELLI N 3 --tt ��l► • LOT 4 "THORTON SMITH, SECTION 2"OA-` tt CMF = CONCRETE MONUMENT FOUND at Mattituck, Town of Southold ih S N°, °rr\tOO 9g36 DI F SDRAINFIONLEpT Suffolk County, New York my File Subs\�Su{�O�k C°u CIC = CAST IRON COVER 6VILbING PERMIT SURVEY ' = END OF DIRECTION/DISTANCE o PRF = POST & RAIL FENCE County Tax Map District 1000 Section 121 Block Of Lot 1.9 a WRF = WIRE FENCE MAP PREPARED DEC. 21,2020 DRF = DEER FENCE EOP = EDGE OF PAVEMENT Record of Revisions REVISION DATE ELM = ELECTRIC METER ELB = ELECTRIC BOX TEL = TELEPHONE BOX CBL = CABLE BOX i a N m 50 0 25 50 100 150 0 Scale: 1" = 50' JOB NO.2020-0158 DWG.2002_0163_2020_0158_bp 1 OF 1 c A Generated by REScheck-Web Software Compliance Certificate Project Racanelli Residence Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5331 HDO) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 120 arbor Lane Steven&Janine Racanelli Richard Mato Mattituck, NY 11952 1200 Arbor Lane Richard M. Mato,A.I.A Mattituck, NY 11952 P.O. Box 2284 Aquebogue, NY 11931 631-523-5879 rmatoarchitect@gmail.com compliance: Passes:using VA trade-off Compliance: 13.6%Better Than Code Maximum UA: 295 Your UA: 255 Maximum SHGC: 0.40 Your SHGC: 0.34 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 2: Flat Ceiling or Scissor Truss 1,099 49.0 0.0 0,026 29 Ceiling 1: Cathedral Ceiling 579 30.0 0.0 0.034 20 Wall 1: Wood Frame, 16"o.c. 336 21.0 0.0 0.057 10 Window 2:Wood Frame:Double Pane with Low-E 152 0.270 41 SHGC: 0.34 Wall 2:Wood Frame, 16"o.c. 534 21.0 0.0 0.057 23 Window 7: Wood Frame:Double Pane with Low-E 132 0,270 36 SHGC: 0.34 ' Wall 3:Wood Frame, 16"o.c. 301 21.0 0.0 0,057 14 Window 10:Wood Frame:Double Pane with Low-E 60 0.270 16 SHGC: 0.34 Wall 4:Wood Frame, 16"o.c. 117 21.0 0.0 0,057 5 Window 8:Wood Frame:Double Pane with Low-E 21 0.270 6 SHGC: 0.34 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,678 30.0 0.0 0.033 55 Project Title: Racanelli Residence Report date:. 02/22/21 . Data filename: Pagel of 2 e � 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 mandatory requirements ' ed in t REScheck Inspection ChecklistM4v +4 Nam -Title Signature Date Project Title: Racanelli Residence Report date: 02/22/21 Data filename: Page 2 of 2 ti 2018 IECC Energy Efficiency Certificate 'insulation Rating 11-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling /Roof 49.00 Ductwork(unconditioned spaces): Door Rating U-Factor SMGC Window 0.27 0.34 Door Reatin a . . a e Heating System: Cooling System: Water Heater: Name: �i 1 �• Date: Z Comments A 1. �"- i "r 1_ 11 CC 1_ " `C 1_ 11 1 11 6n 7 lY8 � lYa 7 1Yg 7 -IY8 llo- r- - - - - -- - - - - -I (2) - x 12' ACQ GIRDER �I Sol-oil O In ' u o 1'-O° I1•-o" 11-0" '� = I�-OY2�� I-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - p\ '� '-O" 6'-211 `C 61-211 21-o" 61-411 5'-10" 71-1ya11 7'-lya" CC 7� j/au O U '-Y " ' y ° CC 7 1 8 6 -1 g41 �... BM. PK- I IY I 0 o I - I � _ JI I I _ � � W w (2)- 2" x I ACQ GRADE ,' — — — — — — N :r }, I a > I I m z 1 -----y-4------- — — — — — — �`- - - - `� - - - - - I I �� TJI 230 x 01%2" F.J. (2) 2 x 12 ACQ GIRDER I VERIFY (V 7 V 8"m P.C. "SONOTUBE" I I (n _ MIN. 3'-0" BELOW GRADE * r\'� _ �'I I 00 �q O (TYP.)1 t` (2)- �}1 2" x 12" ACQ GIRDER X 2"x10" NAILER-SECURE W/ - �9 V G1 Jm_ M - - - - - - - _ 'y @ ul %2"mx3"LAG SCREWS @16"O.C. I .. . I I I I-ti Q in NI P.C. PIER M a Q ------- ------------------------------- - -- - - TJI 250 x q%," F.J. `. -------------- -------------------------- 6u 7i_an U 6�_2n ai_2u 6" VERIFY tt4 REBAR-18" LONG TOP ff BOTTOM _ 2'xl0 NAILER-SECURE W/ DRILL INTO EX. x -- - %2"mx3"LAG SCREWS PI6"O.C. SET FND. MI O EPDXY 6" INTO FND. WALL (TYP.) (2)-F.J. --------------------- -------------------- a I I In W w VERIFY ALL to > CONDIT I ONS X w (2)-F.J. Q lL 6 O EXISTING (4) - 211 x 1011 G I i ' D E R (VERIFY) IL a z W — — - --.- - — - -•— — — — . - - - - - - —.- - — - -.- - — - -.- - — — BASEMENT W X ' i I w (2)-F.J. - - _EXISTING GIRDER _♦ - - - 3 x6 z X ' hl w I •� O o I I iA o I I z Z � Q ZLL EXISTING (4) - 2" x 10" G I 1 : D E R (VERIFY l TJI 230 x �l%2" F.J. I i - - - - - ) VERIFY m x w UP � H I I s I m EXISTING F.J. EXISTING F.J. EX. EX. I VERIFY I VERIFY 6 I ( W I ..• I I�"1 L.V.L. FLUSH HDR. 'l. EXISTING F.J. EXISTING F.J. UNEXGAVATED VERIFY I VERIFY I Q I �•' I A" P.C. SLAB W/6X6 10/10 W.W.M. - VERIFY ALL an I 221-4" CONDITIONS I • . ... tt4 REBAR-18" LONG 13: � 6P".Gx8.-' PIER TOP At BOTTOM an II '; I1 8° _on ` DRILL INTO EX. - - — Oj FND. # EPDXY SET MIN. OF L — — — — — — — — — — — — — — — — — — — — INTO FND. WALL I I - _ (TYP.) TJI 230 x G%2" F.J. I VERIFY I w co A I I X in Q 23'-011 I I V I BM. PK I 'f L — - - - - X - - - - -, — - _j .. LEGEND I— - - - - - - - - - - - - -_ — - - -J Q 10/7/21 AMEND c 1 2/17/21 REVISED NOTE: Nol Date Title —I EXISTING FND. WALL REVISIONS: VERIFY ALL EXISTING CONDITIONS AND CLEARANCES B PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCR _PANC ES.' "' - r : ':":'• .�: PROPOSED FND. WALL NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOT DrawnB IFI :ATIOf y: Rl"(1"f 22'-0" 81_061 Date: 12/14/20 30'-0" Drawing No.: SOU i�l DA'"i'- I ON PLAN SCALE: JV411-1'-G ' A2 i OF 7 SHEETS 24'-2" 11'-2y2u 54'-7" i i 50'-O" 7'-7%g" 14'-114n 7'-7%11 I DN � ROOF O.H. 0 _ /2 O 17'-4" OUTDOOR FIREPLACE _ O 6" 6" (BY OTHERS) - - - - - - - - - - - - - - - - - - - - - - - -- - - cM U 01 16'-4" TW21041 TW210410 TW210410 TW210410 a 1I1 - BLUEST NE GAP - I (3)-2"xl HDR. _ (3)-2"xl HDR. 8 SQ. LOAD BRG. COLUMNS (Y I � I O r DECK H L - - - - - - - - - - - - - - - - - - O 5/4" MAHOGANY DKG. I Rl I x I I 0 _ 1 (2) — x L.V.L. HDR. I GRILL I 1 2"xl0" R.R. 2"xl0" R.R. I � w u 3 c� 16" O.G. @ 16" O.C. o W 7 I COV'D 1 6 tL I I N I a I Q O p I W I PORGY-1 I Lu DN O Ic�i a 14'- �4n y2 s 14'-��4u 5y2"= I 6 h'' 1 , 0 1 I Q CATH. CLG. Q I I O I a p l j l j I I DEN o / 2"xa" G.J. I z oLu (� GROSS BEAM (Y TJ _ — I I Oj ( CATH. GLG. 6 c� 16" O.� Iu 3 � � VJ I I I~ROOF O.H. O I W I _ 3W I - W f..� O 00> I I 1 I ROOF O.H. I o I 0 BEDROOM 0 k O (0 M J >I J 1 I a I Q CATH. CLG. N o fLLI O 1 2"xIO" R.R. J VxIO" R.R. I ( I _ W I - I �q I 0 16" O.C. CcD 16" O.G. I I ^ M N W ff 3 _ m \m r — - - - - - - JI "x8" G.J. ?; Q_ I- IWn/,� I . = III I I FI I�\� r i r`m I I I TW2436 TW2436 FWG160611 Q I 16" O.G. a I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I� o � I 1 — — — — - - — _ I _ w I IN x- - - - - - - - - - - - - - - - - -x- I REPLACE EX. I N N I O W X % s ,l \ SLOPED SLOPED I = GROSS BEAM = I I W (2)-Is/4 xli /e L.V.L. W/(1)- /4 STL. PLT. F 0R. N �v m \Q I I 1 m m I I m l W 16'-O" I I ?`y./O,' CLG. I GL x W I I W tp I ^I I I I 1 3 1 Q OPG. I I I �'y,� L I N SLOPED I SLOPED I O J \ v - N N I I I I a VERIFY ALL I I F�\<( I _ CLG. I CLG. - r — I %2 COLUMN ' — — — W CONDITIONS �j� I irl FWH31611 (3)-1 "X117/" L L. CO HDR. REPLA — — — — BUILT IN — — AV. CL I \ / Ex. `� TUB � I � � I EXISTING 1 � � K I TGt--1 EN EX I ST i NG ly EX I! �T I ts�c'' I - _ SAT�-'I RM 4*1 1 \ /o� DINING ROOM LIVING RG �1"i Q 2"xa" G.J. 2"xa" G.J. X S' CLG. H T k v I v <�\ I /-c LJ U f 0 WG I 6 32„ C� 16" �C. 1 @ 16" O.C. I (V (V Iq I uj O 0 I a \ / P`/� VERIFY ALL I W -O" y .4'-011 3 3'-I 2uL. q�_3y2n 3V n . e ai_5n I F I 1 I 0 (Y O,y J CONDITIONS 1 X > } , SD N 3y2n AFI -, 2"xa" C J.a N Z I -�� W W @ 16" O.G.W W to 11- N > I ItNDN mx C 1 1-711 mIa w �Q y �� N v wlo I II X - - -_ — - - -s - - - - - - Qy N I I I I (� CL. N t .+ / BUILT-IN 1 I _ N to ry F_i W I EX. RIDGE (VERIFY) - - EX. RIDGE (VERI Y) GL. _ -31 m W l ANTRY LAUND Y _ _ -I \ I a v N + +6f ,,�1 m a+s°+6° 6 +/�,, 1 HDR. l alp X Q OlW Q 4'-2" 3y2u 7'-O" VERIFY ALL \v GO (0= {� SD �'iA I 2 N tY wl [ FAMILY ROOM CONDITIONS m 1 O _ ry+ m 2 xl0 R.R. _ 3 0 16" O.G. I W CIO D W G �I I O I O WI X o %uj cL. - I U Z_ (� - I I SD 2"xa" G.J. Q( N q � _ (YIN F W 1- w = O N I v I6" O.G. -1 ^ O ( W ° �4 �D Oil In > T > EXIST. � �I m N a N WI ►- w - - - - - - - - - - - - - - - - - — — - - - - - - - - w FOYER - - - m = W SUNK ROOM E-� I I !v+ F �-}. C HW � x - - - - - - - � GATH.1 GLG. 'Q Wi 3y2° 3Y2„ �'<� /li+ \ T w.I.c. �\ i n o 3y2 '-ly2 4'-3y2" 2 x6 6,-4„ 66 - JI 18'-0" 5y2 m F� ' � P L \ I o �,� �,_o„ 12 x6 � cL. 2 m 3y " O 2 _`I SLOPED SLOPED i - � I ° I = . e � r N CLG. CLG. ` III/a" L.V. CONT. HDR. 2 x6 \v � — — — — — — N 2 x6 SD /l I I - - - - - - JP/ a Q 1 m �; 11 �P VxIO" .R. x ljI I W .P EX. / I O MAST 1 I �— — 16" _c. - � � w 1 SAT,}-{RM. 0 o I � II'-2" Qi 14'-10" 1 X - SLOPED CLG. — — — - GOV D 1 = O �9 = I / EXISTING R.R. p S R. N m �ORCt"I I r (� @i n�v�C IJ — A31 - - I x - VERIFY I Q� =N TUB r POST Z � _ �, - 3'_o" 3y2" m \ ) I /�� s N �rlr I ' I O O x EXISTING W 6'-5" Q 1 EPLAGE +\0 I ROOF O.H. o SCREENED PORCH _ EXISTING J w 1 I X - �' � MASTER BEDROOM EXISTING R.R. N N � BLUESTONE AVERS �\ J VERIFY Tw2446 TIN 446 J Q I 1n Xm� �� 3y2�� 1' of BATHRM. �*2 - - - - - - - - - - - - - — o of 6 � - o+ 8 CLG. HGT. I m (() I V - a/ I 1 11 0 �k 0 I . 3y 1 W O 2"x10" R.R. \QI 2"x10" R.R. p O W O W I I � ry `}� 2 J 1 lQ 13 aj C7 16" O.C. m C� i6" O.C. = 3 I 1 1 Q MASTER BEDROOM 1 I W (2) - 2" x 12" C O N T. H D R. (V - - - - - - - - - - - - - - - - - - I LN (3)-2"x12" I WI� n CA H. CLG. X 5y2" - Q T W 2446 I W I O N ^ O I W I L - - REPLACE EX. I J A Iy ry I SLOPE SLOPED N � — — — — IN C a" SQ. LOAD B G. COLUMNS CLG. I I CLG. I W co _1 6" TW210410 TW210410 — � V I 4 4/20/22 A5-BUILT 6=' — — — — — — — — — — I 71-5 /all 71_37/511 71-,4y.411 EGRESS EGRESS 4'-75�5" 5'-43/511 I (3) Is/"x117/' L. .L. HDR. HIGH 4 B I 3 5/7/21 REVISED 2 5/5/21 REVISED 23'-O" I TtNT 1015 I I 2/17/21 REVISED - - - - - - TW 1041O TW2I 41O TW21OA10- - - - - - - No. Date Title AREA CALCULATIONS NOTE= E RESS �] EGRESS EGRESS _ LEGEND REVISIONS: VERIFY ALL EXISTING CONDITIONS AND CLEARANCES B Drawn By: PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DID REP/ 1ICIES. R1"11"f NOT RESPONSIBLE FOR CHANGES I"IADE WITHOUT NO7 IFICA ON. 11'-O" 11'-o" 3'-`V411 41-22y4" EXISTING WALL EXIST'GG. FIRST FLOOR 2, 412 S.F. Date: 2, 412 S.F,. NEW FIRST FLOOR 1,G78 S.F. 220" al-oil PROPOSED WALL 12/14/20 EXISTING TOTAL FIRST FLOOR 4, 0�10 S.F. 1, G78 S.F. WALL TO BE REMOVED Drawing No.: NEW F I 1`S 1 FLOOD FLAN 3O�_o�� SCREENED PORCH 2, 423 S.F. SCALE- y4"= -O" OF 7 SHEETS TYPICAL ROOFING LINE OF EXISTING O EXIST. ROOFING BLIND METAL FLASHING STANDING SEAM METAL ROOF 0 12 a 12 �6 — — — — — — — — — — — — — — — — — ca I— ro O "EA :) FLAE 41NG I (TYP)- - - - - - - - -� - - - - WH / 31 \ � a HWH SCREEN PANELS — LEF [IL FIEMATCH EXIST. O.". W21041 W210411, T1^12110,41c21041 LV4041>'�' SO. LOAD BRG. COLUMNS W244 W244 W244 EGRESS EGRESS ESS x N O\ 00 L== EXIST. EX FLO SIDING EXIST. SIDING ( C — E OA RO d BA 77 N 51E IN( , ~ a i STONE VENEER I I I BASEMENT - I (AREAWAY I FRONT ELEVATION JSCALE : /4u=t" -O" - - - - - - - - - - - - - - - - - - - - - - - - - -- - 0 � W Q TYPICAL ROOFING uu O 1� FD MATCHrid EXIST. TYPICAL ROOFING O.N, W21041 TW21041 W21041 W2104I W2I041 W21 41 Tl 21C41 W21041 EGRESS EGRESS EGRESS EGRESS W244 EGRESS EGRf �S E' �E55 EGRESS B ARD I B6,TTEIIDI G - L _ _ _J I L - - - - -I BASEMENT - w 6 III i Q 10/7/21 AMEND 1 2/17/21 REVISED RIGHT JELEVAT I ON � No. Date 11 Title REVISIONS: SCALE: y4n 6 Il 1—O° Drawn By: R 1"I 1"I Date: 12/14/20 Drawing No.: A4 OF 7 SHEETS i �a r MISCELLANEOUS CONSTRUCTION NOTES, GlrNERAL INTERIOR �« EXTERIOR STAIR N'JTESa e 4 FF GENERAL CONSTRUCTION NOTE ! , GENERAL FRAMING NOTF_Sa- a. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE 1, ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF I. ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, I NEW YORK STATE. ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL HEADERS, BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF 7y" FOR WOOL RESPONSIBILITY OF THE STAIR CONTRACTOR, ALL STAIRS SHALL BE IN BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. DOUGLAS-FIR tt2 (NORTH) WITH AN E- 1,600,000 PSI AND F5-875 P51 OR BETTER. 5HINGLE5 WHEN REQUIRED. ACCORDANCE WITH R311, R301.3, R301,4, R301.5 THE 2020 RESIDENTIAL CODE ALL BUILDING CODES AND REQUIREMENTS SHALL SUPERGEDE THE DRAWINGS C. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF s" FOP. 14000 OF NEW YORK STATE, ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE. WHETHER OR NOT INDICATED. 2. ALL STRESS GRADE-FRAMING MATERIAL AND PLYWCXJD SHEATHING AND SPECIFICATIONSSHINGLES WHEN REQUIRED. MINIMUM HEADROOM AT STAIRS 15 V-0" AS PER R314.3. SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. o R� T � �R � � �T(�� - y d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0" /'� � �! V MAXIMUM RISE - 7%" 2. ALL CONSTRUCTION WITHIN THE 130 MPH THREE SECOND 3. ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN i0'-C". GUST WIND SPEED REGIONS SHALL BE IN CONFORMITY WITH THE AMERICAN THE DRAWINGS AND SPECIFICATIONS. ALL MANUFACTURED FRAMING MATERIALS e, ALL STRUCTURAL STEEL SHALL BE A-56 STEEL AND SHALL BE INS NO SING OSIN INSTALLED AS MINIMUM OSIN G PROJECTION DEPTH (W/ NOSING) - 10" FOREST AND PAPER ASSOCIATION (AFSAP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE W1TI4 THE MANUFACTURERS PER A.I.S.C. - ��" MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - IY�" T SHALL BARE THE MARKINGS OF THE MANUFACTURER, MAXIMUM NOSING RADIUS - q/!6" �� NOTES: 3. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NrJ-'TECi, A. ALL PLYWOOD SHALL BE EXTERIOR GRADE (CDX) FIR UNLESS NOTED SUILDP'7(a DFSIGNED IN ACCORDANCE TO TTiI AMERICAN FOREST A. ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS I, PROVIDE METAL FLASHING WHERE FRAMING LUMBER 15 IN CONTACT WITH THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND THE SOIL OR CONCRETE. GENERAL HANDRAIL AND GUARD NOTESe �. r AND YAPt'T< A�SOCiATION (A.F � PA) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING. INSTALL ALL PLYWOOD ----- - REQUIREMENTS HAVING JURISDICTION. ONLY A LICENSED AND INSURED AT WALLS AS PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32" 2. PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET MANUAL FOR ONE AND TWO - FAMILV DWELLINGS I. ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AMC) --v -- PLUMBING CONTRACTOR 5I-IALL PERFORM ALL PLUMBING WORK. WHERE POSSIBLE. VERTICAL SURFACES, 5. ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 202E RESIDENTIAL CODE OF 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R312 AND R301.5 _ C, .a S. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE. PROVIDE SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL !-+ T ^•' NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS r DESTG_NT CRTTE R TA: HAVING JURISDICTION. ONLY A LICENSED AND INSURED ELECTRICAL DOUBLE FLOOR JOIST UNDER ALL PARALLEL PARTITIONS UNLESS OTHERWISE FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4" FROM THE ROOF THE 202E RESIDENTIAL LOGE OF NEW YORK STATE. - --- CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK, NOTED. UNLESS NOTED OTHERWISE, FLASH ALL ROOFS AS PEP �MANUFACTURERS �/ ^ SPECIFICATIONS. LIVE, LOAD 40 PSI'": � 2 PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING I 0 C 6. PROVIDE SOLID BLOCKING OR IX3 CRO55 BRACING IN ALL FLOOR J015T TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30' DEAD LOAD 20 PS : " I E- 4. PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA 6. ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED BAYS AT MID SPAN OR AT A MAXIMUM OF B'-O" O.C. WHICH EVER IS LE55. 3 U IN THE DRAWINGS. VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS OR OR HIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLE55 NOTED ROOF SNOVws 1,0AF E 25 I?SF: � W W BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM. OTHERWISE, i 7, PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AMC) WIND LCZ'ES_L? 130 1`w1PII 7, THE CONTRACTOR SHALL BE RESPONSIBLE FOP. VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF 5'-0" O.G. VERTICALLY UNLE55 5. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OP CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. 5TAINLE55 STEEL UNDER ALL EXTERIOR DOORS AND WINIPOWc+. 5MOKE ALARM NOTES, U WORK. SQUAT°T" _l 00T'A-Cs�� s' � 0 8. PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL I. PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS, ` u W B. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY GENERAL MALL MOARD NO-ME-sa ----- ---- - �I'i' RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, CONCENTRATED LOADS Al, REQUIRED. a. ONE IN EACH SLEEPING ROOM, HEIGHTS ALIGNMENT AND DIMEN510N5 UNLESS INDICATED OTHERWISE. b. ONE CXJTSIDE OF EAGN SEPARATE SLEEPING AREA IN THE IMMEDIATE � 1, PROVIDE %' GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND I d q, PROVIDE SOLID FIRE BLOCKING OVER ALL CONGEALED FLOORS AND VICINITY OF THE BEDROOMS. CEILINGS UNLE55 NOTED OTHERWISE:, PROVIDE 5/0" MOISTURE RES15TANT c, ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING q, ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN CEILINGS OVER ALL BEARING WALLS AND GIRDERS, GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SHALL FXIS'r'G. FIRST FLOOR 2,412 S.F. °O THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. F 1"� N MANUFACTURERS SPEGIFIG4TION5 AND INDUSTRY STANDARD PRACTICE. ALL RECEIVE MINIMUM OF ONE GOAT OF TAPE AND THREE COATS S OF SPACKLE. f0. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE 2,41?_ S.'+. NEW FIRST FLOOR : 1,67$ S.F. MATERIAL AMC) PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE °/p" CEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL EXISTT�'C;/ TOTAL FIRST j"'LOOIZ : 4,09E S.F. 1,67$ S.F. Q 10. ALL CONSTRUCTION SHALL. BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE HOT DIPPED GALVANI7-ED. PROVIDE APPROVED METAL CONNECTORS FOR ALL AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS NEW O ,N LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR SIZE AND USE UNLESS 3, PROVIDE ONE LAYER OF APPROVED 5/0" FIRE RATED GYPSUM WALL BOARD TOTAL AL BUILDING AREA : 4,09E S.F. OTHERWISE. ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS SHOWN UNLESS NOTED OTHERWISE. NOTED OTHERWISE. AT ALL WALLS AND CEILINGS OF ALL GARAGES AMC) ROOMS ENC-1_051NG HEAT 2. ALL ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT �� M PRODUCING EQUIPMENT. THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE NEW 1 ST FLOOR DECK - 853 S.F. 11. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, H. REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS. NAILING NOT DWELLING, THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER * METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING, BRACING, INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE R602.3(I) OF A. PROVIDE ONE LAYER OF APPROVED 5/5" FIRE RATED GYPSUM WALL BOARD BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. NEW COVERED DECK 295 S.F. AT ALL INTERIOR WALLS COMMON TO GARAGES. NEW COVERED PATIO : 276 S.F. PROTECTION, OF LIFE AMC, PROPERTY OR FOR THE SAFETY PRECAUTIONS AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF 4 AP 2001 WOOD r 3. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE PROGRAMS IN CONNECTION WITH THE WORK AND ALSO NOT RESPONSIBLE FOR FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO STORY DWELLINGS, 5. PROVIDE ONE LAYER OF 5/8" APPROVED FIRE RATED GYPSUM. WALL BOARD 1 ` THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNF°IN15HED AND OPEN WITH THE PROVISIONS HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. DRAWINGS AND SPECIFICATIONS. THE ARCHITECT IS PJOT RESPONSIBLE FOR THE 12, ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH N OF THE 202E RESIDENTIAL CODE OF NEW YORK STATE AND THE CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY BASEMENTS. a ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE e, WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK, YEAR MATERIAL. OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE 13. ALL DECK JOISTS SHALL BE ACQ AT 16" O.C. AS PER PLAN. GENERAL GARAGE NOTES, DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING; THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED. GENERAL EXCAVATION 4 ESACIG FILLING NOTES, 14. CATHEDRAL ROOF TYPICAL CONSTRUCTION -- PROVIDE ASPHALT ROOF ''),TINGLES WITH 3230 FELT OVER 60 MIN. GRADE 'D' BUILDING ALL OPENINGS FROM THE GARAGE TO TF?E HOUSE, BASEMENT AND ATTIC r'U�T�7," C� A SSIFICATtO�Ts �\ ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A 1, WOU!R FIRE RATED 5. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM L� ltl Z! t1 1 1 1.e! (1!� 1, EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS. ALL PAPER ON 3/4" EXTERIOR SHEATHING OVER RAFTERS AS PER THE PLAN AT 16" O.G. WITH FRAME AND OPENING PROTECTIVE, ALL OPENING PROTECTIVE SHALL BF AS PER THE 5UFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES ---- EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED TO ACHIEVE CLEAN BATT INSULATION BETWEEN, COVER WITH 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE HAVING JURISDICTION. UNDISTURBED VIRGIN SOIL WITH STABLE MOISTURE CONTENT AND NON-SHIFTING WITH THREE COATS. PRC7t'IDE A MINIMUM OF I" AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE. ZONE -A SHEATHING AND THE INSULATION, AND NON-SHRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING 15, TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION 4 HEATING NOTES, CAPACITY OF TWO TONS PER SQUARE FOOT. IT 15 THE 50LE PESPOI51BILIT-1 OF o. PROVIDE ASPHALT ROOF SHINGLES WITH 60 MIN. GRADE 'D' BUILDING PAPER .ENERGY NOTESs THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF THE SOILS 3/4" EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN, --- ENCOUNTERED 6Y CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A I, ALL HABITABLE ROOMS SHALL BE PRO`✓tDED Wirt-{ AGGREGATE GLAZING , 16. TYPICAL EXTERIOR WALL CONSTRUCTION AREA OF NOT LE55 THAN B% OF THE FLOOR AREA OF SUCH ROOMS. NA71JP.AL 1. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START a PROVIDE SIDING AS FFR ELEVATIONS OVER 60 MIN. VENTILATION SHALL BE THROUGH WINDOt-45, DOORS, LOUVERS OR OT14EFR AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN cn WORK WHERE TI4E TEST INDICATES A 501L BEARING CAPACITY OF LESS THEN ONE GRADE 'D' BUILDING PAPER ON 5/6" EXTERIOR SHEATHING SYSTEM OVER 2x6 APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH CRENING COMPLIANCE TO THE 201B ENERGY CONSERVATION CONSTRUCTION CODE OF AND ONE HALF TONS PER. SQUARE FOOT. THE CONTRACTOR SHALL BE WALL STUDS ACCORDING TO PLAN AT 16" O.C. WITH BATT INSULATION PER SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTNERWISt= BE READY NEW YORK STATE. f PLAN, 6/0" GYPSUM MALL BOARD TAPE AND SPACKLE THREE COATS. CONTROLLABLE BY THE BUILDING OCCUPANTS. � RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND 2. ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND " �i In. EXTERIOR WALLS- NC�'C14!NG AND BORINGS SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE LIST F i RAWI GS SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTlpNS I. NOTCHES IN EI-rN�'R EDGE OF STUDS SHALL NOT BE LOCATED IN 2. THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING �.�..... (2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS THEIE MIDDLE 1r1 OF THE STUD LENGTH. NOTCHES IN THE OUTER 1/3 SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. OF THE RS CHECK REPORT OF THESE DRAWINGS. FROM THE ARCI•IITECT. �> OF THE STUDi.ENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH, 3. THE DESIGN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS IS THE �'�I r s 1'-� T -ti t� T (� 2. ALL BACK FILL SHALL BE CLEAN GRANULAR FILL BROUGHT TO THE II, BORED HOLES 5►IALL NOT EXCEED 40% OF THE STUD DEPTH AND GENERAL GLAZING NOTES, I SOLE RESPOSIBILITY OF THE USER OF HIS DOCUMENTS AND H15 CONTRACTORS 01IP_-E- -`- AI GiENERA.E NOTES 6 REQUIRED HEIGHT. THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/81TO THE UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS Ct EDGE OF THE 57UD. BORED HOLES SHALL NOT EXCEED 60% OF THE a SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL �L� 3. NO BACKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION I, ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUST HVAC PLUMBING AND ELEGTRIGAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES ,Js A,.:,�� , FOUNDATION �EA1�STUD DEPTH W1E.N STUDS ARE DOUBLED. T WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQtJIR-ED TO WIND REGION SHALL MEET Tt�= REQUIREMENTS OF THE LARGE MISSILE - PREVENT DAMAGE TO THE WALL. NO BACK FILL SHALL BE PERMITTED WITHIN A III. NOTCHES AND 14:1_E Or-CUR SHALL NOT OCUR IN THE SAM CROSS SECTION TEST OF ASTM E Igaa6 AND OF ASTM E i8E36 AND R301.2.1,2 OF HAVING JURISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE THE 202E RESIDENTIAL CODE OF NEW YORK STATE L'NLF55 NOTED OTHERWISE NEW YORK STATE PROFESSIONAL ENGINEER. C �` ET Jfj �1T FLOOR �( CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK, C. PROVIDE 2x6 STUDS AT I(o" O.C. FOR ALL EXTERIOR WALLS UNLESS NOTED [� SIT j�j All e xter �r N�'hting OTHERWISE. BY EXCEPTION TO R301.2.1,2. A. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF I�St�'11�Sl .,.�l��e� � � I A. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS SHALL BE A d, PROVIDE 2x4 STUDS 4.T 16" O.G. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE. AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RESCHECK" DOCUMENTS MEET F � /Q � T re aia of a or THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2010 I.�'1 i-P-IET A4 ELEVATIONS Ill Confor MINIMUM OF 3`-O" BELOW FINISHED GRADE. e, STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING 2. ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 OF NEW PORK STATE ENERGY CODE, to Clta; ter 172 ►�--� 5. REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED. CONSULT BUT NOT LIMITED TO, GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES. THE 2020 RESIDENTIAL CODE OF NEW YORK STATE of the F-+ S -SET A5 ELEVATIONS �'© cnde FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE F. FOR DROPPED HEADF:?S AS PER PLAN, PROVIDE SOLID POSTING AT EACH END. DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. g• FOR UPSET PEADERSAS PER PLAN, TECO ALL CEILING JOIST OR FLOOR JOIST ON GENERAL EMERGENCY EaCAPE 4 RESCUE NOTES, GENERAL SWIMMING FOOL HOT TUB 4 5PA BARRIER NOTES, �� /� SECTION'S �/V r�1 BOTH SIDES OF THE HEADER. 1 - SHEET A� SE�TIGNS �'tuSt TTj'x! vies' 1�� * * W EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE. SPADE SHALL $ ?tt. ea�s�'e h, LINTELS SHALL NOT BE LESS THAN, ALL SWIMMING POOLS, HOT TUBS AND 5PA5 SHALL BE PROVIDED WITH BARRIERS AS PER '+ GENERAL CONCRETE NOTES, BE PROVIDED WITH AT LEAST CN�lE EMERGENCY AND RESCUE OPENING AS PER THE r 1. THREE 2x10'S OR SPANS UP TO 7'-O" APPENDIX G OF THE 202E RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED SHEET A7 CODE PAGE Ny Pcr REQUIREMENTS OF R310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS , 11, THREE 2x12'S 'GR�SPANS UP TO q'-O" (UNLESS NOTED OTHERWISE.) � �n�'�'- t' Code I. LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN, CONSULT WITH i, BOTTOM OF WINDOI- AND DOOR HEADERS SHALL BE SET AT 0-8" ABOVE THE THE CODE REQUIRES. "^ 2. THE LOCAL CONTRACTOR OR BUILDING INSPECTOR. SOIL DE51GN BEARING ROUGH FLOOR UNLEaS NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE PRESSURE IS ASSUMED TO BE A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT, ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SHALL BE ADHERED TO: 2. CARRY ALL FOOTINGS TO A MINIMUM OF 36'BELOW GRADE ON TO A FIRM j, MAXIMUM SPANS FDR WINDOW SILL PLATES USED IN EXTERIOR WALLS SHALL o. THE SILL HEIGHT SHALL NOT BE HIGHER THAN 44" ABOVE THE FINISH FLOOR THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNDISTURBED BEARING SOIL. SEE PLANS FOR FOOTING SIZES. NOT EXCEED THE -'OLLOWING SPANS, . THE MINIMUM NET CLEAR OPENING SHALL NOT BE LE55 THAN 5.7 SQUARE FEET ELELECTRICALb N APPROVED AS NOTED INSPECTION REQUIRED �P ED gRCy/ 3. THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS AS I. (I)-2x6 (FLAT) FOR UP TO 7'-0' C. THE MINIMUM OPENING HEIGHT SHALL NOT BE LESS THAN 24'. NOTED ON THE PLANS (MIN. OF 3000 PSI) WITH REBAR AS SHOWN IN CRO55 11.(2)-2x6 (FLAT) FOR UP TO 10'-7" d. THE MINIMUM OPENING WIDTH SHALL NOT BE LESS THAN 20' DATE; �0 SECTION. THE FOOTING SHALL BE POURED CONCRETE, 51ZE AS INDICATED ON THE k. PROVIDE I" "ADVANTEC4" PLYWOOD SUB-FLOOR TYPICAL. 3. B.P.# Q �O PLANS WITH 335 REBAR IN THE LOWER I/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR FEE: � ,o- NOTIFY BY: COMPLY WITH * u. I. FOR LEDGER BOARDS!SE ONE SIZE LARGER THAN THE JOIST SPECIFIED. FASTEN OPENING SHALL BE 5.0 SQUARE FEET. WALL cRoSs SECTION. BUILDING DE HALL TO WALL WITH )z"O DIMETER CARRIAGE BOLTS AT 12" O.G. STAGGERED. TECO ALL A. 765-1802 ARTMENT AT NEW PORK STATE CODES OF 4, (2)-2x6 AGO SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. JOIST TO LEDGER BU �^. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINi5!-! SILL FOLLOWING I S ECTOHS: FOR THE AS REQUIRED 8` TOWN CO , / HEIGHT 15 BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE - t, FOUNDATION - TWO RE AND CONDITIO�� f ��qTF°4186��OP� 5, %"0 DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM m. PROVIDE GIRDER PERF'LAN ON 3& 0 DIAMETER STEEL COLUMN ON POURED PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE FOR POURED REQUIRED OF 35" O.G., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER. CONCRETE FOOTING AS PER PLAN UNLESS NOTED OTHERWISE. CONCRETE `"' � � UJNZEq OFNEW 2020 RESIDENTIAL CODE OF NEW YORK STATE. 2. ROUGH & PLUMB FRAMING PLUMBING 6. PROVIDE 1" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO 3• INSULATION TION 4 T 4 ^D FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES. 71 I V'U BOARD 4. FINAL - CONSTRUC''1 ru I G'N'V TRUSTEES 7, DAMP ! WATERPROOF FOUNDATION WALL WITH SPRAY-ON BE COMPLETE FOP �N MUST . _ WATERPROOFING BY RUB-R-WALL OR EQUAL. ALL CONSTRUCTICh; eC.O. FINI�,N SLAB SHALL BE'. A MINIMUM OF 4" THICK POURED CONCRETE ON REQUIREMENTS OF TH y4LL MEET THE 8 PORK E CODES OF NEW i UNDISTURBED 501L OR 4" THICK COMPACTED SAND TO q5% RELATIVE DENSITY. STATE. NOT RESPONSIBLE ERRORS. 00CUPANCY p DESIGN OR CONSTRUCTION ERRORS. c On q. ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI AT 28-DAY TEST. �� IS UNLAWFUL EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS SHALL HAVE MINIMUM ULTIMATE COMPRESSION URSU ST To R Rt• WITHOUT CERTIPI STRENGTH OF 3,500 PSI AT 20-DAY TEST. NO ADDITIVES SHALL BE PERMITTED TO PURSUANT WAIL F��Ot t C'`�� of THE TOWN C HAP TLR 23b OF OCCUPANCY PIZ e Title THE MIX EXCEPT WARM WATER. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL ncC AIR CONTENT SHALL NOT BE LE55 THEN 5% AND NOT MORE THEN 7% OF THE _ oUC" VISIONS: CONCRETE VOLUME. IoWer door Drawn By: 10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. 4 - and ductwork SHALL BE IN ACCORCANCE WITH THE LATEST AC1 S II, ALL CONCRETE WORK ,o L w g_ PLUMBER CERTIFICATION ONLEAD CONTENT BEFORE testa elm 318 AND ASTM GI157 REQUIREMENTS. jv €>required, Date: ` CERTIFICATE OFOCCUPANCY 12/14/20 12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL SOLDER USED IN WATER Drawing No.: CONFORMING TO THE LATEST ASTM A-615 GRADE 60. _ ----- --------- - UPPLYSYSTEM,CANNOT 13. CONSTRUCTION JOINTS IN THE CONCRETE SHALL NOT BE PERMITTED -- --- _ EXCEED 2110 OF 1% LEAD, WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK - 2 8 STATE LICENSED ENGINEER. 14. ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2) tx W HORIZONTAL. Al ! a! r ;, ., _J LL, OF SHEETS . ... .. awrns--m ,,. „• r , " .....-• r " .-, .,. •x 'l�E^.'.'r'YStS£fi3➢&�'RIII�CRSSu+TPA _... ....... .r rd"..."J.2^'2..w^°LtCA:S!C'S^#'±?T�°iI�ASS^!�T14 . ""'1^'..i .'SMP/v ... ..,,, svErts=a su�a ar^`a^�rra_acrttc•s�'se...+�'tm:•+�:��.i:r�:a";r^-av�^'�.�e:arTaa^,�.t ,Iqy' • ' irtrrilisil -a%11 7 -1J!� 7 -1}A, -71 Of-I'll71 a i uj -(2) - 21 x 12" �,CQ GIRDER .' 301-011 It 21_011 �1_2u 1-211 21-011 61-411 31-1011 -i — 7'_11! 11 _ 71-I�11 71_I " d U 71_19�n �!-1}i n 2 1-. M PKT. I 0 -- -- � - �I , Q - - - -- - - --- -- - -iy- - , -- - - - - - I x w CN (2)- 2' x I AGQ 0-- GIRDER '7 . . - - - -- - - -I I ---------- — - — — — — — — — I I I LADDER O Q 0 _-__ — — — — _ - —_ -Q- -- - -�- - - -®- - - - - —� - I TJI 230 x al%� F.J. AREAWAY- 6 O Q l31 (2) 2 x 12 ACQ GIRDER I VERIFY I I lj1 8"0 P.C. "SONOTUBE" I = .s 0 MIN. 3'-O" BELOW GRADE ,.. i r\°� I I 1 I !` I _ In oc (TYP.) I ( x W N CN uj `�V`I 1 - ( 1 O �9 p" 13!-pu X CJI 15_a3" 31_p11 I U X 2)- _ �}l 2" x 12" ACQ .RDER x - - _ - _ _. - �J - L 2 NAILER-SECURE w/ uw M N %"mx3"LAG SCREWS CDIG"O.C. : I L J °x _P.C. PIER Y :h------ N - ----- --------------------- ------------- --------- -------------------------- TJI 290 x ql," F.J. — 1 �11 71-0+ 11 �y u 61-211 t!,'-211 (o° VERIFY i Q =4 REBAR--10" LONG j - ---- TOP ffi BOTTOM DRILL INTO EX. ---- -- 2"xl0" NAILER-SECURE tN/ \ FND. � EPDXY :. I x J "(Px3"LAG SCRF +!S �16"O.C. N 2 SET MIN. OF L INTO FND. WALL I a -1 (TYP.) I I I r -------------- - - - ---=,.•tom- ------ - - - �- - zLL _ I l W I I I � � W VERIFY ALL i > CONDITIONS I I 0 I I `• I I � � tL I = • I _ it �x f 5T I N G :�'. x 1011 � �^I R D_E R — — •_____ — _._-..� _ (v ER I FY) — — --- — ----- __ I I w x� F > LL EXISTING GIRDER -. I ly IL - f�TJ! :/30 x q%?. Ex I"a-i"I NG _ (�4) .... ... ,__.,_._._ 211 x I 0" G—I f� D E R (VERIFY) w x w — UP �--+ I - / EXISTING F.J. � EXIS`T"ING F.J. VERIFY I VERIFY -� 1 411 L.V.L. FLUSH I-IDR. - (2) F.J_ EXISTING F.J. EXISTING F.J. VERIFY I VERIFY I I ;"�l� f' r/ :* : I —UINEXC AVATED �D M. O Q I , 4 P.C. SLAB w/roxro 10/10 w.w.M. ! I ��, \V'r O - VERIFY ALL a° I 22'-4" CONDITIONS I I I I ro"xn" I I Q sT 04�86� yoQ� 2s4 REBAR-18" LONG I I J I P.C. PIER I '9r E� TOP B BOTTOM Au F OF — — — — — — — — — — -_ - — — — — DRILL INTO E X. _!-Y�° _ I �" I — — — FND. t EPDXY -}• SET MIN. OF G" L,— — — — — — — — — — — — — — TJI 230 x �I%" F.J. �^ - INTO FND, WALL 2 (TYP.) 1 X a 6 � I VERIFY = IIn ---- � i_ 11 IBM. PK I I � 23 0 I I- - - - - - - - - - — - - - - - -� - LEGEND � IJ I 2/17/21 REVISED NOTE a No. Date Title EXISTING FND. NALL REVISIONS: VERIFY ALL EXISTING CONDITIONS AND CLEARANCES B PRIOR TO CONSTRUCTION, NOTIFY ARCHITECT OF DISCREPANCIES. PROPOSED FND. WALL NOT RESPONSIBLE FOR CWANGES 1"IADE WITHOUT NOTIFICATION. Drawn By 221—011 01-011 Date: 12/14/20 30'-A" FOUNDATION PLAN — Drawing No.: 5CALE= y411-11_p11 i _ r 111-2 )e2ll 3.41-711 --------- - 71 ROO F 0. SY2 OUTDOOR I=I%P,EPLAC E (BY OTHERS) _71^1210410 7 V4 210.4 10 -r1r.1210,410 -7V4210410 U BLUEST NE CAP "x12" DR, "xi "DR. -3" 5Q. LOAD IBRG. COLUMNS (5)-2 DECK U a 5/4" MAHOGANY DKG. In I I I P (2) 15/4" xL.V.L. "DR. 2"xIO" R.R. Z 2'x 10" R.R. v IG" O.C. p IG" O.C. 1w GRILL IL U�J pe COVID Z 10 0 d PORCH I__ w = F_ ly ss& 1.41 CA-1714. CLG. rRY2 r] CROSS BEAM DEN 2"xW C.J. ly I J —IN — — — — — — — — — — — — — — _j w- O.G. 71 0 CLG, coo T w rq c�ROOF O.H. ROOF 0.".-1 2"x8" C.J. N 0 x _TF I BEDROOM kr) OD IG" O.C. C T".1 CLG. Uj A j W1 0 if) 0 161, O.C. 0 1 ro 0.C. LINE OF EX. (a I-�4 '-, 70 BE REMOVED 1011 R.R. w— — — — — — — — — — — — — — — — T"2456 TV42ABG F L,4G 1606 11 ... LE- — — — — — 9 E=_ w 0 LALUM. 4p In GRATE REPLACE- EX. V.L. UPSET 1w CROSS BEAM (2)-13/."xll"/®" L.V.L. sTL. PLT. I-4DR. H in-' \9 w EX. WALLS x In +/ TO BE REMOVED Il Iq w a . I I = w I i ^ '\ I I 3 1 U OPG. (14 SLOPED SLOPED< Vq i IN VERIFY ALL CLG. CLG. w CONDITIONS COLUMN T_ __ (y I IF (B L V.L. CON T. H DR. REPLAO EX. EX15TING 'rue KITCHEN i \ ��' I EX197ING EX157ING + BATH L\ /// 2"xa" C.-J. U DINING RAM L I V I NS ROOM f 0 U. 0, 1G.. o.-c--7 150 CLG. Ik-IC-T. =x • I U Lj Z BY2 I N - N Uj 51-10 _oil 101-c- 71 2 SY2" I �111 PWN VERIFY ALL w Tp OI IY, CONDITIONS > Q1)\' J x -BA SD r 'j LL w Z 3 J ------ t-4 w > x IN X1 /R` I i ° i w _j I -oil If W 'y F 6-4, r-L (VE EX. RIDGE (VERIFY) EX. LJ + N\ + EX. L—AUIN D Y OAt4TRY ID + 4/ PW 0 4 0 -'y _51Y2 7101f VERIFY ALL : U 04 CO SD '7N ly TION5 -41-2 lf w FAM I LY ROOM (Y CONDI 1 0 ly �9 F_ F I 2"XIO" R.R. IN w Z. O.C. IV 21 7 G W 11 L- _j U > > EX I ST. L �D x 4m, BUNK ROOM FOYER w w w -4 vq F" "C Qi + SY2 cq 2'xG' 5 au 1)(2 131-011 Ely2l, 47 / b.I I*---"__ I G. 0 -- �) k - _: 2'xf` 4el 0 (2'XGO Fi�_Za_ 1\ 0.C. (B 1 514,Ix 11-1/0 L.V. . CON DR. SD N 4 — — — — — — — . ..... MASTER a 1G.. c Lt=T:_ .R. I w EX. _j 2 > BATH (Ell-2- 12" L 211 w -0. COVIDt. ABI i ff /// EXISTING R.R. 0 H 0 Ito) 1) VERIFY 7 1 ly TUB F;O!E�7_ z (ja c0\1 Fro A4, 2 x c;._i. 6 ZN `� ILI EPLACE W. ROOF O.H. - EXISTING 1,4�6 cm Iw'J O.C77 CO 5CREENED PORCH l_:pt MASTER EBEDROOM EXISTING R.R. _W N BLUESTONE PAVERS VERIFY TI^12AA& 71^1 2AAro I I — — _j_L 71,, _\-e 11 L11-11 BATH T - r I -" 0 1 - — — — .1 0 1 (p) 36 In, Lie- f1i 0 1 *+ to I 0 180 k Bb I w 2 x 10" FR.R. 2"xIO" R.R. w OD I ro" 0.C. cm W. ly In ry c OF NE\,N MA w �R BED L 11IL(2) 2" x 12" C 0 N T. I4 D R. 1 — — — — — — — — — — — — — -- — — — — — - -- LN TH CLG. 5 Y2 11 1 SOY2 -fE] L 7"2.44e- w T REPLACE EX. SLOPED \/ _FL SLOPED — — — — — — — — — — — I — — — — — — ly - — — — — - -1 - - - _j ('7'1 TE11- CLG. CLG. CI-G. 131. 50. LOAD SRS. COLUMNS w gill 71,4210A10 -rL-421OA10 C3 c'll L i i i in --- -37 51-011 71-37,/511 '71 611 71-4Y4 11 EGRE55 EGRESS 41-7%" sl-.4%" (B) "IA"r I Ya] L I.L. WDI�- HIGH :231-011 21 REVISED TL-4210410 7"2110,410 71,4210A10 2/17/ NJTEa 6GE-p"ESS EGRESS _Ed_RE55— — — — — — — EGEND No. L_Date AREA CALCULATIONS LE REV VERIFY ALL EXISTING CONDITIONS AND CLEARANCE'S PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. Drawn By: EX I ST'G. FIRST' FLOOR 2, 412 5.F. NOT RESPONSIBLE FOR CHANGES MADE I.,I1TI-4OU7_ NOTIFICATION. 51-9411_'�_4'-2314" EXISTING WALL NEV-4 FIRST FLOOR I/ G75 S. q-_ PROPOSED NALL Date: 2, 412 S.F. 221-011 01-011 12114120 TOTAL FIRST FLOOR 4, OqO S.F. S.F. Ir — 7`0 BE REM --- EX157ING NALL NEW FIRST FLOOR PLAN 501-011 Drawing No.: SCREENED PORCH 2, 423 S.F. SCALEs Y4 11-11-011 A f I JT ' rF OF 7 SHEETS T, 'N r, 'T'YPICAL ROOFING LINE Or— EX1,57, ROOFING Mr7'rA.',_ r-_LASI-W"!r7,, C) u 12 VALL-FY U -7 P 4EAD FLASHING -i' I I � I. J II \ - - - -- -- -- j� �' I i II I! I' �'• - - - -- � � VYF-) b IN r_r -r 101i 0is, T -A t J I' IIIT MATCH SCREEN PANELS EXIST. ii � __��j� -�-4 .41C TI^121 TV421041 r, f _ _ !j-" I .— -I�� t V4210 0AIc 2;'I J041 41041C rq EGRESS CA c1 00 3" 50. LOAD BRG. COLUMNS q_ E EX. t N2441 I [ENG =S5 O.H. 7. .....L X15 i EXIST. III, I SIDING T SIDING k4f) T 7 I'-1-4 �BA TEN T f j T it BOARD I SI IN `' ':' - '.- ;I ; —• I D ... � L �t*sas^:_._. rr�.,•csa.•_^of.�.��: r�..wrur�ase�+�s �vvx,�a�a Ir '! .- _ ... _ ,�^,�vk ,arsa� I II 1'� '! � I, 'I, i I I '' - ---- - - --- -- - - - - - - STONE VENEEP BASEMENT AREAWAY 11 FRONT EL-EVATION L A SCALEs Y4"—V-0" C) TYFICAL ROCIFING Fa - - _—HEAD FLASHING MATCH EXIS7. El • TYPICAL ROOFING O.N. .H. 21 JO4 19 1,,4210-41G :F21FO4,1 T121r1l"I EGRESS L1,42j,44 EGRESS it _ES EGRESS LENG ,UFG A BED Pn TIT N It BO: ARD tt SA: E I. I II I i II f AN251 04186A _J I I k\ i 1 1 ! OF N LX145-\ BASEMENT AREAWAY 1 2/17/21 REVISED RIGHT ELEVATION No. Date Title REVISIONS: SCALE: Y411,11-011 Drawn By: Date: 12/14/20 Drawing No.: k A4 OF 7 SHEETS �tl ! �s LINE OF EXISTING CABLE VETJT' ----- STANDING SEAM METAL ROOF - -VAL_',_CY F-I_�A'5H!NG 0 VALLEY FLASHING 7YF EXIST, EXI57. 12 C u ro --- ------- OPEN u HEAD FLASHING FASCIA 7R.Irl TO 1-1A7r_1.-I EX. ji J it 3" 50. LOAD BRG. COLUMNS TYPICAL SIDING F u CEX I ST. L1142-4ja V4243 SIDING 4f- iQmI BLUE S TON ECAP T11421041 1,421C-41C, � Qh�°°""\Q+�� lDi-a— -_ i L-1 p EGRESS i >ILL E G ARE GR U r4 17T'r- - - - - - - j c OUTDOOR k m FIREPLACE i STONEVENEER J EBY OTHERS IL J EX. 1ST. FLR. _41 H 4__ M�3 b Li ILI I AREAV4A'I'i R F=A R. ELEVA710N -011 SCA STANDING SEAM METAL ROOF BLIND I"IETAL FLASI-41NG -r A L -STANDING szA". r-.E ROOF VALLEY FLA!5V4J.',IG_ 12 BO4,RD it BATTEN ' SIDING 2 Typ) r--I-4EAD FLASHING - - - - - - - - - - - - - —SCREEN PANELS ED AR T T1,4210410 8" 50. LOAD BRG. COLUMNS EGRESS D /MW L '0 EX. T 04186� RAILING-J j STONE VENEER bi STONE VENEER_ EX. O.W. DOOR EX. O.W. DOOR J� 3 F LEFT ELEVATION 1 2/17/21 REVISED SCALEs 4"—V-0" T�0- =ate Title REVISIONS: Drawn By: Date: 12/14/20 Drawing No.: LE_ LL: j OF 7 SHEETS 1 ° e-xt6a�tmr'r•. ,>nv.N:r.:,e•.r,•,v- ..- .. .• -' •, .. . X. 9 I (2)-1g/4"xl4" L.V.L. RIDGE 6 2 12 5-1 2"xi0" R.R. @ 16" O.G. F A7 }/ST FLASHING - 2"xlo" R.R. Il Imo" U.. 2"xl2" ONi FLAT 2"x10" R.R. Cm16" O.G. TYPICAL ROOF CONST. :- '+ ASPHALT ROOF SHINGLES y 12 v"'•J� '+� `-y'•r�7 a I' Y LI LI I.� IJ M j „v r I- 12 TO MATCH EXISTING 'r E G� �G 30*G BLDG. FELT UNDERLAYMENT -- = _ fL_t_ �'�iL_1__`_ L� L-2"x8" C.J. SELF-ADHERING "MOISTURE GUARD PLUS" 1 II =.) s I I (2)-I /4'xll /Fy" L.V.L. UPSET HDR. 5-2 @ 16" O.G. 3/4" AG EXT. PLYWD. SHEATHING A7 2"'xl0"" R.R. @ 16"" O.G. MATCH -2"x£3" G.J. @ 16" O.G. 1� EXIST. (3)-2"r,12" CONT. 0.1 I. HDR. Hives -- -- - - - - -___-_— T.O.P. - - - - - - --- - M - -- 3 -2"xi0" HDR. - I - �i` �;'•rF y1t ;'•k. , '� ILL] T.O.P. - ( ) REMOVED 1-4ALL TO RF- cy lyj _ _ U _ - ---- , . . BE W � REMOVED W CW MATCH ��T � r� HALL Im EXIST. r�= O.H. - Z TYPICAL ]EXT. WALL GONST. 1 CATH. CLG. � DEN BOARD AND BATTEN SIDING r Q Q 3/4 W" PLD. SBFLR. 30** BLDG. FELT UNDERLAYMENT '�/n" PLWD. SE3FL_t`'R 3/" PLWD. SBFLR. . I I I I I I I I 4 v TJI 230 x G%Z" F.J. NO"" EXT. PLYWD. SHEATHING r-TJI 250 x qi2'" F.J. I I I I I I I '� ./ 5_3 I I TJI 230 x �I/ F.J.F.J, i:. @ IG C.C. ALIGN '' w 5_g ? @ 16" O.G. 2'x6" STUDS @ IG" O.C. A7 1 " I I I I I @ 16" O.G. c l A7 _ R-21 KRAFT FACED FIBERGLASS II' I i X FIN. IST. FL_. BATT INSULATION - --_-__4�_j_ - FIN.-IST. FL. Cm M - - -- a _a_ i_- Y?,l T.O.F. � .1i l � X�'l:+fir e -_Y_,t k �_r�-� r �y �. ❑ a \_ . �. - -�� ti _ r� T.O. - - - - I � i v /�t-, 7 i '1'1'I 't + � .�Y >�,�,�: O C7� T o.F. � a, GRADE GRADE GRADE _ _ - EXISTING F.J. III III I•: i VERIFY 'ill COMPACTED FILL--t I ! - I'I - 'II I• -LL_X --r Ii;'•'°'; -I C_I II I IN_ l-il 'I1 _ TYPICAL FDN. CONST. - �W COMPACTEDFI L � � X� -- O BASEMENT , V'xO' P.C. FDN. WALL W/ =1' --li l f ,. BASEMENT V A N (2)-**5 RE-BARS TdB �iI�T• �i�� 1�iT BASEMENT -III WATER PROOFING �b �-I' dD F- (2)-2"x6' TREATED SILL fL' VERIFY ALL -III _ II I=_ll Q Q SILL SEALER __'I,, TERMITE SHIELD CONDITIONS - I = - s �+ ++ ALIGN ALIGN I ANCHOR BOLTS _- - _ / � x 2 f — _I © I�- ii II- WAT RPROOFING =III1 -II_ ',J I W/ 2"X2" STL. i!�::� l T.O F. — W S ER - . , -.....• ,.. � _ - - - - WATERPROOFING 'r'r —T� T.O.F. 5"xl6" P.C. FOOTING W/ Tj tt 5 RE-BARS -B ARS 3 • • SECTION SECTION rA NOTE= i VERIFY ALL EXISTING CONDITIONS AND CLEARANCES SCALE: % " = 1'—O" � G SCALE: ��" = 1'—O'I PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPA.NCIE5. 4 NOT RESPONSIBLE FOR CHANGES I"IADE WITHOUT NOTIFICATION. I7- AFN l I � , TYF-ICAL ROOF CONST. _-iTANDING SEAM METAL ROOF Bon BLDG. FELT UNDERLAYMENT FLASHING 15Et-.F-ADHERING "r-1015TURE GUARD PLUS" %:' AG EXT. PLYWD. SHEATHING L) 2"xl0" R.R. C@ IG" O.G. 2"xl2" ON FLAT FLASHING , :?"Xlo" P.R. @ 16" O.G. 2++x lo" R.R. @ 16" O.C. ��\ �•R '_-- _ 12 ETC. ENTIRE I'-a• I-d• I-fY s-a• I-fY I+-p• a• BEAM LENGTH GROSS BEAMS- (2)-2"'x12"" ACO. HDR. s ` REMOVE O.H. -- _ - �"_�'� FASCIA ALIGN FASCIA _ - r '-\r (VERIFY) �i 2"xW G. 1. @ IG' O.C. f: - T.O. - .J ,+ I. 2 -1 /4 xll / L.V.L. HDR. _ 3 , �l o - c•— C ) 11 /4 X11 /© L.V.L. HDR. It FASCIA ^ MULTIPLE MICRO—LAM MEMBER AS STEEL FLITCH PLATE `—� L.V.L. HDR. I� }, NOTED ON PLANS (IF INDICATED ON PLANS) I IIII COVERED ��" Sca. L_QAc? SRC, cQLUMNS� %" EXIST. COVERED ^/ m BOLTS W/LCCK WASHERS PORCH MICRO—LAM / FLITG" PLATM BOLTING DETAIL - BL_ J�"0",lf_ PAVERS r �----i � �ED ARC�-`•. IT 2"X10" D.J. @ 16"" O.G. VERIFY ALL r aLAc'3 \ ALL MULTIPLE MICRO—LAM MEMBERS AND FLITCH BEAMS TO PIER d CONDITIOz I V-./Il 10:10 W.W.M. x �Ci til \ W BE BOLTED AS SI:OWN. LUMN (2)-2"x12" ACQ GIRDER EXISTING F.J. BEYOND VERIFY ALIGN------7 FIN. •�t'� -- -- I '^fir-"^-r »--r--, - u ti -- -STONE VENEER F,I II GRADE S OVER _ I 1 A E FLASHING - GR D - If'= I 4 06 1 IT 8 - I P ICE & WATER SHIELD-• -III - '9T�c ++ R - DF EW I, - _ - �; l = l 1 2 x l0 AGQ - `I Z tt4 REBAR 0 24 O.G. 1 - Z `. - - NAILER-SECURE DRILL INTO EY.. _ - _ , -I W/ /� mx3 LAG FI�rD. +� EPDXY m - I - _ GARAGE' iI`•-.II 'I, I= EXIST II SCREWS @IG'"O.C. SET MIN. OF G"" \ ... INTO FND. WALL 13"Qb P.G. "SONOTUBE„ ( + YP.) I \- .O"PACTED FILL MIN. 3'-O'" BELOW GRADE (TYP.) j I I No.11 Date Title G SECTION i REVISIONS: Drawn By: RMM SCALE: %" = I' —O" Date: 12/14/20 • I j Drawing No.: I I I i I OF 7 SHEETS i i INSTALL '51MP50N ► ►� •► e"..► e s iry ��v.r: ►e®•"1r tar ®� ;� e STRONG TIE" LSTA FROM TADLE 2 OF TI-M AMERICAN WOOD COUNCIL 130 MP14 EXPOSURE B RIDGE TENSION STRAP 16" O.G.BY SIMPSON STRONG TIE TIES 49 EA, END WFC.M GUIDE GUIDE TO 1^400D FRAME CONSTRUCTION IN HIG 4 WIND AREAS MINIMUM ROOF LIVE LOADS I I/4" X 15" 20 GAUGE WITH OF HDR, FOR ONL- AND TWO- FAMLIY 3 WrZLLINGS 20M EDITION (IN POUNDS-FORCE PER SQUARE FOOT O�- HORIZONTAL PROJECTION) (A) LSD COMMON NAILS EACH 511DE IIIN Q JOIST DtI iaLl !„3ER OF NAILS NAIL SPACING TRIBUTARY LOADED HEADER AS NOTED ~ ---- _-------� \ 0) I— ------_ -- -- ----- AREA IN SQUARE FEET RAFTER FRAMING FOR ANY STRUCTURAL I MEMBER 0 o ROOF RAFTER 0) 16" O.G. DOOR OR WINDOW - - - ---� ----�- V Rafter to Top Plate (Toe-nailed) Hall height - 10 Ft, I 4-8d:# ?$ � per rafter O 0 201 TO OVER O - � Q g, � u � Fk I 200 600 600 AS NOTED Wall hni ht 8 Ft, 3-£ad?# ?$ r rafter ROOF SLOPE 0 1 o Ceiling Joist to Top Plata (Toe-nailed) ; FLAT OR RISE LESS THAN 4 INCHES PER FOOT 00 _-_-_- Noll height 8 ft. j 3-8d?# ?$ per joist (I13) 20 16 Ir. Woll h4i ht al - 10 ;t. 4-bd?# ?$ r joist 9 Re 'i ' �; -- -------------- — - RISE 4 INCHES PER FOOT (I13) TO LESS ROOF RIDGE Ceiling ,foist to Parallel Ra;ter (Farr-nailed) Roof Spain (Ft.) THAN 12 INCHES PER FOOT (III) 16 14 14 12 20 23 36 ( ) _ 3:12 Roof Slope 9 16" o.c. RISE 12 INCHES PER FOOT III AND 5-16d 8-I!x ll-tEd 14-IGd 1 GREATER 4:12 Roe-,' 51ory 0 K." ox. 4-I6d 6-16d 8-16d II-W each lap 12 12 12 5.12 RooF Sloe 910 ox, I 346d 5-W 7-16c1 9-I6d each lop � --- � M OU 7:12 Ra�f Slope @ 16' o.c. 3-16d 4-16d 5-lbd 6-16d a` P:12 Poor r' pe0 ! '' -"L o f a�c�- 6 o.c. I 3-Ifri! 3-l6d 4-16d 5-l6d el�V RIDGE S--RAP 12:12 PW 5iopcc k9 I6" ox. 3-tad 3-16d 3-WJ 4-16d I MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS �N.T.S. Ceiling Joist Lops over Pex-dUo is (Face-noileu) pan (Ft.)RP"+F J (IN POUNCE PER •a AF3E FOOT) O 12 20 28 36 — TYPICAL DETAIL P I i EXTERIOR HEADERS 302 Roof Slope @ 16' O,c. 5-16d 6-16d I1-16d 14-16d I USE LIVE LOAD 4:12 Roof Slope @ 16" o.c. 4-16d 6-16d 8-16d ll-vd i each lop I Z N.T.s. 51 Past Voix? a 16' o.c. 3-16d 5-16d 7-111 9-16d each lap 60 EXTERIOR BALCONIES 702 Poor Slop, 0 16' o.c. 3-16d 4-16d 5-IW 6-16d U ROOF RAFTER 9:12 Roof 51-,� 6 16" o.c. 3-16d 3-16d 4-16d 5-16d DECKS 40 -12:l2 Roof-5! p F 16" ox. 3-!bd 3-16d 3-16d 4-!6d ATTICS WITHOUT STORAGE 10 Q r.� `< Collar Tie to Rafter I"F[,ce-nailed) 6-3d per tie ATTICS WITH STORAGE 20 W� = Q Blocking to RaFter (Toe-nailed) 2-5d each end ROOMS OTHER THAN SLEEPING ROOMS 40 a Rim Board to RaFter (End-nollyd) 2-16d each end SLEEPING ROOMS 30 Q SIMPSON BEARING PLATE — J BP 3/4 HALL FRA!i1NG --- Top Plate to Top Plata Fo""-nailed 2-Ibd?! r foot (`I °• HEADER AS NOTED p l ) cv O\ TOP PLATE ailed)ON PLANS Top Plates at InterFertirrs (Frke-n 4-lbd joints - each side x, r- Stud to Stud (Face.-railed) 2-!6d 24' o.c. -- In Header to Header (Fate•-nai!ed) 16d 16' o.c. along edges CLIMACTIC AND GE LE r,3 1.2(DESIGN CRITERIA L M ..� I Top or Bottom Plate to Stud (End-nailed) 2-16d per 2x4 stud WIND DESIGN F� O. GROUND SEISMIC SUBJECT TO DAMAGE FROM 3-16d per 2x6 Stud SNOW SPEED TOPOGRAPHIC SPECIAL WIND HIND-BORNE DESIGN I FROSTLINE THREADED ROD 4-Ibd r 2x8 stud LOAD (MPH) CATEGORY per EFFECTS REGION DEBT ZONE WEATHERING DEPTH TERMITES DECAY HOLLOW LOAD 25 PSF 130+ NO NO I B SEVERE 3'-O" MODERATE SLIGHT TO Bottom Plate or Floor Joist, BarldjOist, MPH TO HEAVY MODERATE o SIMPSON STRONG TIE MTS12 BEARING COLUMN I ! _ — 1 1/.4" X 16 GAUGE STRAP W/ Endjoist or E'lxkirg (Pots-rloilQd) 2-16d ? ?� per Foot(4) ad ad COMMON NAILS ((5) fad II PL00F FRAMING COMMON NAILS IN GARAGE) INTO __--- THE ROOF RAFTER d (A) fad Joist to Sill, Top Plata or Girder (Toe-roiled) i 4-bd per joist COMMON NAILS ((5) ad COMMON NAILS IN GARAGE) INTO THE WALL Bridging to Joist (Toe-ioiled) 2-5d each end STUD. i Blacking to Joist (Toe^olled) ! 2-5d each end Blocking to Sill Or TopPlote (Tex—-nailed) 3-I6d each block Ledger Strip to E!In'Face nailed) i 3-16d each joist • Joist or. Ledger to Bern (Ta►-noiled) i 3-8d per joist GLAZING PP,0TECTION FROM WIND—BORNE DEBRIS Bond Joist to Joist (B-nailed) 3-16d per joist -- ---- — M C�9 f� Bond Joist to Sill, or Ta PLote (Toe-nailed) I 2-16d?! per Foot re)2 I -re)12 DF=-rA I ----- ------1--- i NOTE, PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF ROOF SHEATHING rj►," AND A MAXIMUM SPAN OF W-O" FOR EVERY WINDOW. PANELS �•I N.T.S. ------- -- —r — SHALL BE PRE-GUT TO COVER THE GLAZED OPENINGS, LABELED, WITH 7 SIMPSON COUPLER NUT Structural Panels bd 0 EDGE/ III FIELD APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE Diagonal Board 'heathin_ SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. CONCRETE PATIO 1"x6" a., '' 2d each end H AS SOWN ON PLANS — 1" -fl X10" or W,_r - —_ _ 3-8d I each block - — - -- �— FASTENER TYPE FASTENER SPACING_ CEILING SHEATHING PANEL SPAN PANEL SPAN PANEL SPAN i Gypsum Wallboard ---_- --- 5d coolers 7" edge / 10" Field INSTALL "51MPSON STRONG-TIE" _ ---- -- --- 2lt2" IIIwD, SCREWS I WALL -HEATHING 16' j 12" a^ I a MSTA56 STRAPS 0 16" O.G. T_ see 5implif! Wall '-- SECURE WITH 26- IOd NAILS Structural Panes Sheathing Pressure a Nailing 2!'z" ttE3 WD. SCREWS •s -DOWNS Fiberboard Portals ! Zaxs this page.) HOLLOW COLUMN TIC-DOWNS 7116` 3d 3" edge / 6' field 25/32" bd 3" edge / 6' Field oI Gypsum Wallboard ► 5d cooler 1 7" edge / 10" Field 0 Hordboord ' 8d i (see Simptified Wall FASTENERS A", NOTED ° Particleboard Panels Lid Sheathing Pressure t Nailing IN :eHEI�uLr ABOVE IF--IF Zones this page. ) Diagonal Board 5heotl 1"xb" Or 1";� 2-5d per support WINDOW - PLYWO0D AS NOTED !"x!0" or wi F -- 3-fSd per support GLA-F-IS 2"x4• BRACE F LARGER e5PANS SIMPLIFIED WALL SHEATHING FLOOR SHEATHING PRESSURE 4: NAILING ZONES --------- ---- ---- — Structural Panels I" Or less Bd 6" edge / 12" Field SILL�W greater thKarl" lod 6" edge / 6" field Z Diogonol Board Sheothir 4 I"XG, or !"xl 2-bd per support J `f11 "I"x!0° cr t�!Ir 3-bd per support ® L 1 OL o 1,1n `�/ • UI ?! NGiling req;airn-Isnfis arOased on well sheathing nailed 6" on-center at the Forte! edge. If !.Jail sheathin PLYWOOD STORM PANEL o U is nailed 3 on-center athe panel edge to obta,n higher shear conocities, nailing recalrments for "SHUTTER' DETAIL r a I O structurGI member shc;�,e doubled, or alternate cornectors; such as shear plates, shall be used to r maintain the load poth. H..� ?9 When uaal11 sheatling irontinuous over connected members, the tabulated number of nails shalt be o O I permitted to be reducedo 1-16d nail per foot. .uI I O I O % Q l � N HAS ACCORDANCE WITH THE AMERICAN MSTABG DE-rA I L A NOTE: THIS SET OF PLANS AS BEEN DESIGNED I I N.T.s. FOREST AND PAPER ASSOCIATION I(AF 4 PA) HOOD FRAME CONSTRUCTION MANUAL NALL SHEATHING NAILING SCHEDULE FOR ONE AND TWO FAMILY DWELLINGS, Ig95 SBC HIGH NIND EDITION,SECTION 2. ZONE 5 ZONE C. &\g-(EREDq Q� �GNARD FIELD O INSTALL "SIMP50N STRONG-TIE" EDGE 1-4-6 TIES IF 16 O.G. W/6-13d NAILS 3L " W W L I O.G. 4' O.G. a I 4 a I * O Ol__ O_-_-i O H6 :' I r� AL k2" EXT. PLYOOD AL SHEATHING TO BE SECURED WITH 6d COMMON NAILS- 2" x 11%2" GA. - PATTERN AS I 1 I ! 1 1 9� 041 H6 ,' INSTALL "SIMPSON STRONG-TIE" INDICATED ABOVE. ! I 1 E ! @ ! 0 O O 1 O 861 LTP4 ANCHORS 0 16" O.C. W/ ! I I 12- fad NAILS U i 0 1 0 C i �I ® ! I I I �'cn/EWY��' I i I I I I I S. V.T.R. V V.T.R. a/p"aD x 12" L. x 3'-0" O.G. ANCHOR COMPONENT' AND CLADDING PRESSURE ZONES i i I 1 1 I ROOF BOLTS w/ 2"x2" 50. STL WASHER. NUMBERS INDIATE NAILING ZONES j j ertrlNN I I I 2'I_ 2• Jr_ SP (I'-O" FROM CORNERS) LTP 4 A5 PER TABLE 3.2A 8 32. B I— • .".r.� 24 2.1 2"1 2"1 2"I 2"1 2"1 2"I 2.1 2.1 2"1 2) • �� 1 1 ( 157 I 9• V LTP4 ROOF SHEATHING NAILING SCHEDULE 1ST FL. `"` IR. TIe IR. _ I 1 171�• lye• .y.III 2" 2. Iyf 9• 2• 1%A• IJS• 3" 2' ' I r ZONE I ZONE 2 ZONE 3 ZONE 4 �•*r"d+ I I 3' I 9• 3' c.o. c.o. To AN APPROVED No. Date Title FIELD I 01 O 10 C.O C.O. SANITARY SYSTEM all O.G. 12" O.C. 3" O.G. 4" O.C. EDGE ( l REVISIONS: 4" O.G. 6" O.C. 3" O.G. 3" O.C. E C 0 F- BASEMENT Drawn By: I I l ALL Ir2' EXT. PLYWOOD WALL SHEATHING TO BE SECURED r,ar,w e Isrwo �] M /� M RMM �•• A� /' /� c WITH fad COMMON NAILS- 2y2" x 10%4" GA. - PATTERN A5 I LU 1 1B I NC-F RISER DI t'�GRAI C�4 FLR� � 1 �'- �I�iD� L.i®NN �TIZ/NJ INDICATED ABOVE. O -- O1 O 1 O C11 O' lO -- -- Date: NOT TO SCALE 12/14/20 J�7 N.T•5. FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS y� REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL Ot O O I ® Drawing No.: MEMBERS" - TABLE R-602.3 (1) OF THE RESIDENTIAL CODE OF NEW YORK STATE. 1 aw PLAN 1',407E: PROVIDE CONTINUOUS LOAD PAT" FROI"I RIDGE TO FOUNDATION. A7 1� w I � nn OF 7 SHEETS