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HomeMy WebLinkAbout48002-Z �g�FFDt��oTown of Southold 10/27/2023 P.O.Box 1179 y 53095 Main Rd yfj�l �oo� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44690 Date: 10/27/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4835 Oregon Rd Mattituck SCTM#: 473889 Sec/Block/Lot: 95.-1-1.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/19/2022 pursuant to which Building Permit No. 48002 dated 6/27/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement, front and side covered porches,rear enclosed porch and rear concrete/stone patio as applied for. The certificate is issued to Sachs,Richard of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0025 10/24/2023 ELECTRICAL CERTIFICATE NO. 47932,48002 6/17/22 & 10/10/23 PLUMBERS CERTIFICATION DATED 10/24/1983 Jospkh Twomey h ri d ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48002 Date: 6/27/2022 Permission is hereby granted to: Sachs, Richard PO BOX 1261 Mattituck, NY 11952 To: demolish existing dwelling and construct a new single-family dwelling as applied for per SCHD approval. At premises located at: 4835 Oregon Rd SCTM #473889 Sec/Block/Lot# 95.-1-1.2 Pursuant to application dated 5/20/2022 and approved by the Building Inspector. To expire on 12/27/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $4,172.80 CO-NEW DWELLING $50.00 DEMOLITION $853.20 Total: $5,076.00 Bui gInsp r TOWN OF SOUTHOLD o�SUFfQI o BUILDING DEPARTMENT �C TOWN CLERK'S OFFICE oy • o�gfi 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#: 47932 Date: 6/8/2022 Permission is hereby granted to: Sachs, Richard PO BOX 1261 Mattituck, NY 11952 To: Overhead electric service transfer. At premises located at: I,r-� , 9 G� /_ 6p u?06 9, 4835 Oregon Rd., Mattituck I SCTM #473889 Sec/Block/Lot# 95.-1-1.2 Pursuant to application dated 6/8/2022 and approved by the Building Inspector. To expire on 12/8/2023. Fees: ELECTRIC $85.00 Total: $85.00 Building Inspector pF SOUIyOIo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 aQ sean.deviinCD-town.southold.ny.us Southold,NY 11.971-0959 OIyCQUIV BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Richard Sachs Address: 4835 Oregon Rd city,Mattituck st: NY zip: 11952 Building Permit* 47932 Section: 95 Block: 1 Lot: 1.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Wildwood Electric License No: 4836ME SITE DETAILS Office Use Only Residential X Indoor Basement Service X Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 2 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment: Notes: Survey of Temp Service Inspector Signature: Date: June 17, 2022 S. Devlin-Cert Electrical Compliance Form SO!/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q Jamesh ,D-southoldtownny.gov Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Richard Sachs Address: 4835 Oregon Road city:Mattituck st: New York zip: 11952 Building Permit#: 48002 section: 95 Block: 1 Lot: 1.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Wlldwood Electric INC. Electrician: Ralph Passantino Jr. License No: 4836-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 103 Ceiling Fixtures 120 Bath Exhaust Fan 6 Service 3 ph Hot Water GFCI Recpt 21 Wall Fixtures 20 Smoke Detectors Main Panel 3 A/C Condenser 2 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 9 Combo Smoke/CO 7 Transfer Switch X UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect 4 Switches 21 4'LED Exit Fixtures 11 Sump Pump Other Equipment: 1 gas range, 1 gas dryer, 2 garbage disposial,1 dishwasher,1 refridge draw,1 fridge 1 freezer,1 hood, 1 washing machine, 275 ft of track lighting Notes: 1 STORY HOUSE WITH UNFINISHED BASEMENT Inspector Signature: Date: October 10, 2023 V- 4835 oregon rd house QF S I Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959BUI]LDING DEPARTMENT o��,COU '� � TOWN OF SOUT O D { - OCT 2 5 2023 1;.IJ�.DINO DEPT. l CERTIFICATION Date: Building Permit No. ©O Owner: RL40CO-1 Sn C�' (Please print) Plumber: Up Wi C��. iJr� � -1 -�;� s.,�F LXc---4_4vjLq MP (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this Z ` day of L'�?C ' 6a_( , 2o2_3 rN—1/ (� JOHN P LICCIARDO Notary Public,_ 1� `- County NOTARY PUBLIC-STATE OF NEW YORK No. 01L16259018 i Qualified In Suffolk County My Commission Expires April 02, 201 ' 1 OF SOUTyOIo H -7 32, ®rQLo^ # TOWN OF SOUTHOLD BUILDING DT. coorm, 631-765-1802 JNSPECTION [ ] 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: DATE Z INSPECTOR *pF SOury� ± # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ q71r OUNDATION IST A(P [ ] ROUGH PLBG. [ OUNDATION 2ND ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: _ >1 40 2��A VI 'ov) ovi DATE INSPECTOR - D� ��OF 50Uryo TOWN OF SOUTHOLD BUILDING DEPT. �ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: i 0 DATE Y YY INSPECTOR hO�apF SOUIyo� 4 6C !, -t V -cal — - # # TOWN OF SOUTHOLD BUILDIM 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: tIAIS aw DATE INSPECTOR _ OF SOblyo� -- - TOWN OF SOUTHOLD BUILDING DEPT. `ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR ' l re ©� 0SOUTyO! X11000 qg 3 5 O � o # f TOWN OF SOUTHOLD BUIL NG DEPT. courm, 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: opts 0/- 0 cAA;-� VtLs G.p-dl &s eme,vL DATE ��' ��'a3 INSPECTOR pF SOUjyolo TOWN OF SOUTHOLD BUILDING DEPT. `ycou631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [7FI ULATION/CAULKING FRAMING /STRAPPING [ AL /Vb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: GMT DATE 10 INSPECTOR N'EW YORK IBUILDING T C C H NO LOGY' G R O O V Affidavit Of 2020 NYECCC Compliance Date: 10/10/2023 Inspection Address: 4835 Oregon Road Mattituck, NY 11935 This is to Certify that on 10/10/2023 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 1 4165 1 Blower Door Test Result: 5.7 Conditioned Volume: 1 105,926 1 Leakage in ACH50: 1.22 402.4.1.2 2020 ECCC Compliance: I PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has beeVted post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of:<4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: Attic Leakage CFM@25: Exempt Supply R-value: 4.2 Return R-value 4.2 System 2: Attic Leakage CFM@25: Exempt Supply R-value: 4.2 IReturn R-value 4.2 System 3: Bsmt Leakage CFM@25: Exempt Supply R-value: 4.2 lReturn R-value 4.2 Total Combined Leakage: I Exempt CFM @25 ,Leakage Limit: 166.6 CFM@25 EXCEPTION-All ductwork and air handler is located within the building thermal envelope 403.3.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: 1 104 Required: 1 72 IM1507 Compliance I Pass Combustion Safety Testing: I See Attached Report Insulation and Thermal Bypass: PASS HERS QA Provider: Signature of Certified RESNET HERS Rater: Performance Systems Development �^— 124 Brindley Street,Ithaca NY 14850 Provider ID#:1998-072 Tom Baccarella Certification #3587347 607-277-6240 Notice of independent Status.Asper 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 ,o New York Building Technology Group 159 Rt.25A, Bldg. 1 Suite B NEW YORK e+. (BUIL 01 N G Miller Place,NY 11953 c' GROUP O 1 O O Y Tel.(631)495-0289 Fax(631)389-2808 Combustion Safety Testing Form Certified Home Address: 4835 Oregon Road 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: Insulated Bsmt&Sealed Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 10/10/2023 Outdoors Temp During Test: 61 OF CAZ Depressurization ( ote-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: eating System Primary_Yes No x Type:Furnace Boiler x Heat Pump Other EfficiencXl Fuel Txp� Den i g Txpe3 Ear Spillage Spillage CO CO Pascal (Worst CaseNatural) orst Case atural Rating:94.1 AFUE N P X O E N V M S x NA Pa. Pass X Fail Pass X Fail NA PPM NA PPM Primary_Yes x _Tye: Standard Tank_Indirect x Tankless_ Size:llo Style4 Common Vent❑ Water Heater No Instantaneous Comm (See Note S below) (Gallons) — ercial Stand Alone 12 fih ,Xs —d'P Denting 7)'Pe3 Draft rFPl�ge SPl�ge IQ 202 E r ien Fuel T eZ Pascal (Worst Case atural orst Case (Natural) EF: .86 N P x 0 E N M S x NA Pa. Pass X Fail Pass X Fail NA PPM NA PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes x No— Oven CO 94 PPM Ambient CO(During Oven CO Testing) 1 PPM lHeating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal ZFuel e: N=Natural Gas P=Propane O=Oil E=Electric 3 Denting Type: N=Natural/Atmospheric V=Natural/Atmospheric PLUS Vent Damper M=Mechanically Assisted S=Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances re fardless of Venting Type,if the exhaust vent is accessible. 4Water Heater S le: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) SWater Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Tom Baccarella Rater Number: 3587347 Rater Signature: a— Date: Oct 10, 2023 lh brm 90106 01CST Form 2011 FOR 2011 USE ONLY Corresponds to BHI -2011 Envelope Leakage Test Testing Company: Technician: Name: New York Building Technology Group Name: Netaniah Kingston Address: 159 Rt 25a Credentials: RFIN XSQIV5 West Bldg Suite B Email: netaniah@nybtg.com Miller Place, NY 11764 Phone: 6314950289 www.nybtg.com Building Information: Customer Information: Project ID: 4835 Oregon Road Name: Address: 4835 Oregon Road Address: Cutchogue, New York 11935 Geo-Tag Data: Latitude:41.021316 Longitude:-72.523665 Ti mesta m p: 2023-10-1011:07:40 Measured Leakage: 1.12 A6i V1.22 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: Multipoint Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 2,155.7 (+/-2.8%) Effective Leakage Area: 117.0 in Building Volume: f" 105,926 cu ft Enclosure Surface Area: 0.0 ft2 Coefficient (C): 166.4(+/-18.7%) Exponent(n): 0.655 (+/-0.052) Correlation Coefficient: 0.99685 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 72 OF Post Indoor Temp: 72 OF Pre Outdoor Temp: 61 OF Post Outdoor Temp: 61 OF Altitude: 0.0 ft Time Average Period: 10 seconds Test Date and Time: 2023-10-1011:12:33 3000—— F Depressurize j E 2000 ,... { ! s 1000- --3 - - - - o, 900._ 800- ----!- --A- 700— '700— -- ---•------ m 600= _....._ .. , , • 500-- --__I .._�__...,_.__�_-._---.._. i 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa), Bldg(Pa) Ad j Bldg-ft). Fan (Pa) Flow (cfm) Config Baseline 1.0 -60.0 -59.2 -60.0 -201.6 2,526.6 Ring A -54.0 -53.4 -54.2 -177.0 2,371.1 Ring A -48.0 -45.3 -46.0 -126.4 2,012.6 Ring A -42.0 -39.9 -40.6 -108.1 1,864.9 Ring A -36.0 -33.8 -34.6 -88.6 1,692.0 Ring A -30.0 -27.2 -28.0 -70.0 1,508.3 Ring A -24.0 -22.2 -22.9 -52.3 1,309.0 Ring A -18.0 -16.8 -17.6 -38.3 1,124.6 Ring A Baseline 0.6 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6102 Calibration Date: 2020-07-27 Deviations from Standard: • None Comments: Exterior of foundation walls are insulated. Attic is sealed. Report by TEC Auto Test 1.9.4 (1), ©2023 The Energy Conservatory, Inc. Page 2 of 2 n Measurement Report General Information Customer Name of Measurement Volume Flow-duct Program Date of Measurement 10/10/23 11:41:14 AM Instrument Information Instrument Name/Serial Number Measurement Parameters testo 405i(45800149) Temperature,Flow Velocity Measurement Parameters Measuring mode Continuous Diameter 6.0 in Measuring Cycle 1 Sec Start Time 10/10/23 11:40:43 AM Air Type Supply Air End 10/10/23 11:41:13 AM Correction Factor 1.00 Duration 30 Sec Geometry Circular Measurement Flow Velocity 0 531 fpm Volume Flow 0 104.29 cfm Date/Time Volume Flow[cfm] 149[fpm] 149["F] 10/10/23 11:40:43 AM 103.67 528 72.8 10/10/23 11:40:44 AM 102.30 521 73.0 10/10/23 11:40:45 AM 104.26 531 73.1 10/10/23 11:40:46 AM 105.05 535 73.2 10/10/23 11:40:47 AM 104.46 532 73.3 10/10/23 11:40:48 AM 106.23 541 73.3 10/10/23 11:40:49 AM 105.05 535 73.3 10/10/23 11:40:50 AM 104.85 534 73.3 10/10/23 11:40:51 AM 104.85 534 73.3 10/10/23 11:40:52 AM 102.30 521 73.3 10/10/23 11:40:53 AM 103.67 528 73.3 10/10/23 11:40:54 AM 107.21 546 73.3 10/10/23 11:40:55 AM 106.03 540 73.2 10/10/23 11:40:56 AM 105.44 537 73.2 10/10/23 11:40:57 AM 104.65 533 73.2 10/10/23 11:40:58 AM 105.44 537 73.2 10/10/23 11:40:59 AM 108.97 555 73.1 10/10/23 11:41:00 AM 105.44 537 73.1 10/10/23 11:41:01 AM 106.42 542 73.1 10/10/23 11:41:02 AM 1104.85 534 173.1 10/10/23 11:41:03 AM 102.49 522 73.0 Pagel/2 Date/Time Volume Flow[cfm] 149[fpm] 149[°F] 10/10/23 11:41:04 AM 102.49 522 73.0 10/10/23 11:41:05 AM 104.46 532 73.0 10/10/23 11:41:06 AM 106.23 541 73.0 10/10/23 11:41:07 AM 101.32 516 73.0 10/10/23 11:41:08 AM 101.32 516 72.9 10/10/23 11:41:09 AM 103.08 525 72.9 10/10/23 11:41:10 AM 101.71 518 72.9 10/10/23 11:41:11 AM 1104.07 530 172.9 10/10/23 11:41:12 AM 1103.28 1526 72.9 10/10/23 11:41:13 AM 1101.32 1516 172.9 AverageOverall 14 • 531 73.1 TotalMinimum 1 • 72.8 TotalMaximum IS • Comments 4835 Oregon Road 10/10/23 Date Technician Signature Page 2/2 wr .iRT�T,T��,T t. .� ,: �! w a.. .. 1�1[, w ,r. .I[•;ra,s+r, - - .T�, �- _..--..:�.:.::.tlrae�..r._._.____-___•_`—__. _.___"'.-_.:_ ._,.... ..�.-_._. �,... ___.tea+.- .��_-.�_..._-.....-....__.�__ . ..._...__.'.- _ __- _ '_ ___._ `.__ _._ __.. __.. HVAC Design Calculation in accordance with ACCA Manual J,D,& S Manual J Eighth Edition V.2 For 4835 Oregon Road, Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street Riverhead NY 11901 (631) 208-8850 NEIN YORK R � BUILDING } �TECNtiC) IOGY G R 0 U-P Prepared by: Thomas Baccarella in accordance with ACCA Manual] 8IJ' edition, V2 /'- 09/13/2023 Signature: Date: Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual ], 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: 631495-0289 Fax: 631 389-2808 Email: Gene@nybtg.com Revised August 30,2017. � - - Manual S Compliance Report Job: 3020 - Aug 15,2023 NEW YOflK IB USI IDate'DING CU 1 _ PUZ Al2 °°• L By: . Tim Baccarella New York Building Technology Group 159 Rt25A Biilding 1 Stite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Cooling Equipment Design Conditions Outdoor design DB: 84.3'F Sensible gain: 6603 Btuh Entering coil DB: 78.1'F Outdoor design WB: 71.7*F Latent gain: 4064 Btuh Entering coil WB: 65.7°F Indoor design DB: 75.0°F Total gain: 10667 Btuh Indoor RH: 50% Estimated airflow: 400 drn Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Mitsubishi Electric Model: PUZ-Al2NKA7***+PKA Al2LA Actual airflow: 400 cfm Sensible capacity: 8400 Btuh 127%of load Latent capacity: 3600 Btuh 89%of load Total capacity: 12000 Btuh 112%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 29567 Btuh Entering coil DB: 53.4*F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Mitsubishi Electric Model: PUZ Al2NKA7***+PKA Al2LA Actual airflow: 400 cfm Output capacity: 18000 Btuh 61%of load Capacity balance: 36 °F Supplemental heat required: 11567 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: NAVIEN,INC. Model: Actual airflow: 400 cfm Output capacity: 8.9 kW 103%of load Temp.rise: 50 'F Meets all requirements ofACCA Manual S. -�- wrightsoft® 2023-Sep-13 11:10:49 ti a•rmaewwm..ac•mr�r Right-Site®Universal 2023 23.0.03 RSU26095 Page 1 A'CK P:WYBTGWORKFLOWk38350regon Permitfing.rup Calc=MJ8 Front Doorfaces:'SE Manual S Compliance Report Job: i02O ® NEW YORK t IB.ILDING /+ Date: Aug 15,2023 CU 2 - MXZ-SM36 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Site B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:vmw.NYBTG.com Project • • For. 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 15534 Btuh Entering coil DB: 75.5°F Outdoor design WB: 71.7°F Latent gain: 2877 Btuh Entering coil WB: 63.1°F Indoor design DB: 75.0°F Total gain: 18411 Btuh Indoor RH: 50% Estimated airflow: 1200 cfrn Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Mitsubishi Electric Model: MXZ-SM36NAMHZ+Mixed Ducted/Ductless Actual airflow: 1200 cfni Sensible capacity: 25200 Btuh 162%of load Equipment sizing complies with M1401.3 (1) Latent capacity: 10800 Btuh 375%of load Total capacity: 36000 Btuh 196%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 24112 Btuh Entering coil DB: 68.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Mitsubishi Electric Model: MXZ-SM36NAMHZ+Mixed Ducted/Ductless Actual airflow: 1200 cfm Output capacity: 42000 Btuh 174%of load Capacity balance: 2.4 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1200 cfrn Output capacity: 5.8 kW 82%of load Temp.rise: 50 OF Meets all requirements ofACCA Manual S. -F1- wrightsoft® 2023-Sep-1311:10:49 �, aM*+•a•� .ww-n�m�, Right-SdteQDUNversal 2023 23.0.03 RSU26095 Page 2 ��'P:INYBTGWORKFLOW'4835oregon Permitting.rup Calc=MJ8 Front Door faces:SE Aug Manual S Compliance Report Jab:Date: AAug NEW YORK . BUILDING 15,2023 Ib:o CU 3- MXZ-SM36 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY,Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 13438 Btuh Entering coil DB: 75.5°F Outdoor design WB: 71.7°F Latent gain: 3206 Btuh Entering coil WB: 63.1°F Indoor design DB: 75.0°F Total gain: 16644 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Mitsubishi Electric Model: MXZ-SM36NAMHZ+Mixed Ducted Actual airflow: 1200 cfm Sensible capacity: 25200 Btuh 188%of load Equipment sizing complies with M1401.3 (1) Latent capacity: 10800 Btuh 337%of load Total capacity: 36000 Btuh 216%ofload SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 20476 Btuh Entering coil DB: 69.0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Mitsubishi Electric Model: MXZ-SM36NAMHZ+Mixed Ducted Actual airflow: 1200 cfm Output capacity: 42000 Btuh 205%of load Capacity balance: -10 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer. NAVIEN,INC. Model: Actual airflow: 1200 cfm Output capacity: 6.2 kW 103%of load Temp.rise: 50 OF Meets all requirements ofACCA Manual S. " wrightsoft® 2023-Sep-1311:10:49 �� aM,*�•� www-n>m Right-Suite®Udversal 2023 23.0.03 RSU26095 Page 3 �� P:WYBTGWORKFLOW148350regor Permithrig.rup Calc=MJ8 Front Door faces:SE ' Manual S Compliance Report Job: 3020 NEW YORK IBUILDING 4q Date: Aug 15,2023 CU - PUZ-A36NKA By: Tom Baccarella New York Building Technology Group 159 Rt 25A BUilding 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tam@nybtg.com Web:www.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY,Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 15283 Btuh Entering coil DB: 75.5'F Outdoor design WB: 71.7°F Latent gain: 4158 Btuh Entering coil WB: 63.0°F Indoor design DB: 75.0°F Total gain: 19441 Btuh IndoorRH: 50% Estimated airflow: 1200 dim Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Mitsubishi Electric Model: PUZ-A36NKA7***+PVA A36AA* Actual airflow: 1200 cf n Sensible capacity:, 25200 Btuh 165%of load Equipment sizing complies with M1401.3 (1) Latent capacity: 10800 Btuh 260%of load Total capacity: 36000 Btuh 185%ofload SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7'F Heat loss: 23555 Btuh Entering coil DB: 69.3'F Indoor design DB: 72.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Mitsubishi Electric Model: PUZ A36NKA7***+PVA-A36AA* Actual airflow: 1200 cfm Output capacity: 42000 Btuh 178%of load Capacity balance: 10 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1200 cfm Output capacity: 5.8 kW 83%of load Temp.rise: 50 'F Meets all requirements ofACCA Manual S. wrightsoft® 2023-Sep-1311:10:49 ^- av*k•awrou.��w, Right-Sate®Universal 2023 23.0.03 RSU26095 Page 4 A'CA P:WYBTGWORKFLOWk18350regon Permitting.rup Calc=MJ8 Front Door faces:SE Buildin Anal SIS Job: 3020 NEW YOflIL g y Date: Aug 15,2023 K BUDING °`°°` Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tam@nybtg.com Web:wm.NYBTG.00m Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY,US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) • Component Btuh/fF Btuh %of load Walls 3.7 23347 23.9 Glazing 18.0 13626 13.9 wall Ventilation Doors 15.9 2835 2.9 Ceilings 2.5 13122 13.4 Floors 1.7 7679 7.9 Ducts Infiltration 1.8 12879 13.2 Ducts 5435 5.6 Piping 0 0 Glazing Infiltration Humidification 0 0 Ventilation 18785 19.2 Adjustments 0 Doors Floors Total 97710 100.0 Ceilings Component Btuh/ftz Btuh %of load Walls 0.8 4976 10.0 Walls Ventilation Glazing 23.9 18076 36.3 Doors 6.5 1168 2.3 Ceilings 0.8 4270 8.6 Floors 0.2 1038 2.1 Internal Gains Infiltration 0.1 1036 2.1 Ducts 1404 2.8 Ventilation 3103 6.2 Glazing Internal gains 14745 29.6 Blower 0 0 Ducts Adjustments 0 Infiltration Total 49816 100.0 Doors Floors Ceilings Latent Cooling Load=7679 Btuh Overall U-value=0.131 Btuh/ft?°F, Window/FloorArea=8.8% Data entries checked. -Fk- wrightsoft® 2023-Sep-1311:10:49 �. ^M a °• ^• Right-Suite®Universal 202323.0.03RSU26095 Pagel . A'CA P:WYBTGWORKFLOW148350regon Permitting.rup CaIc=MJ8 Front Door faces:SE .. .. _ ... Job: NEW YORK . ... .. -. -BUDINBuildingAnalysis YSIS Date: AugAug 15,2023 ILG © IiF(xeCtnG f _U 1 _ PUZ A72 By: Tom Baccarella /� VV New York Building Technology Group 159 Rt 25A BL#Iding 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@nybtg.00m Web:vmw.NYBTG.com Proiect Information For: 4835 Oregon Road,Mattituck NY,Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Dally range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft' Btuh %of load Walls 3.7 9420 31.9 Glazing 0 0 0 ventilation Doors 11.3 315 1.1 Walls Ceilings 0 0 0 Floors 1.6 6283 21.2 Infiltration 1.8 4581 15.5 Ducts 1261 4.3 Piping 0 0 Ducts Humidification 0 0 Other Ventilation 7707 26.1 Infiltration Adjustments 0 Floors Total 1 1295671 100.0 • • • Component Btuh/ft2 Btuh %of load Walls 0.8 2008 30.4 Glazing 0 0 0 Ventilation Doors 4.6 130 2.0 Walls Ceilings 0 0 0 Floors 0.3 1038 15.7 Infiltration 0.1 368 5.6 Ducts 286 4.3 . Ventilation 1273 19.3 Internal Gains Internal gains 1500 22.7 other Blower 0 0 Adjustments 0 Floors Ducts Total 1 6603 100.0 1 Infiltration Latent Cooling Load=4064 Btuh Overall U-value=0.047 Btuh/ft?°F, Window/FloorArea=0.0% WARNING:window to floor area ratio=0.0%-less than 5%. -F- wr1ghtsoft® 2023-Sep-1311:10:49 Right-SUlte®UNversal 2023 23.0.03 RSU26095 Page 2 '4CC*, P:WYBTGWORKFLOW148350regon Permitting.rup CaIc=MJ8 Front Door faces:SE --w .-- _---��.--lrt--~------ --`- - ~BuildingAnal Job:- 3020 YSIS Date: Aug 15,2023 NEW YO ftK ® IB olu DING C 12 _ MXZ-SM36 y (,/ B . Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Sprite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:vnwv.N BTG.com Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Dally range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft' Btuh %of load Walls 3.7 3450 14.3 Wails ventilation Glazing 18.0 5366 22.3 Doors 19.7 1920 8.0 Ceilings 2.4 4481 18.6 Ducts Floors 2.5 1397 5.8 Infiltration 1.8 2356 9.8 Glazin Infiltration Ducts 1176 4.9 Piping 0 0 Humidification 0 0 Floors Ventilation 3968 16.5 Adjustments 0 Doors Total 24112 100.0 Ceilings We • Component Btuh/P Btuh %of load Walls 0.8 735 4.7 Walls Ventilation Glazing 27.3 8125 52.3 Doors 8.1 791 5.1 j Internal Gains Ceilings 0.8 1496 9.6 Floors 0 0 0 Infiltration 0.1 189 1.2 Ducts Ducts 401 2.6 A Other Ventilation 655 4.2 Glazing Internal gains 3141 20.2 Ceilings Blower 0 0 Adjustments 0 Doors Total 1 15534 100.0 Latent Cooling Load=2877 Btuh Overall U-value=0.260 Btuh/ft�-°F, Window/FloorArea=15.7% Data entries checked. wrightsoft- 2023-Sep-13 11:10:49 ^_ a °•w ^ �m> Rigtt-Strite@udversal 2023 23.0.03 RSU26095 Page 3 ACCK P:VMTGWORKFLOW'48350regon_Permitting.rup CaIc=MJ8 Front Door faces:SE w i wr.Tw .i wqI -��Ir - 11R1T. T .� ..- A-7��. T ':.BU ildin Analysis Job: - 3020 Y Date: Aug 15,2023 NEW YORK (BUILDING C /3_ MXZ-SM36 y ®� </V ■ . Tim Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:wWw.NYBTG.00m Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft' Btuh %of load Walls 3.7 4058 19.8 Glazing 18.0 4324 21.1 Wars Ventilation Doors 11.3 270 1.3 Ceilings 2.5 4129 20.2 Floors 0 0 0 Ducts Infiltration 1.8 2417 11.8 Ducts 1573 7.7 Piping 0 0 Glazing Infiltration Humidification 0 0 Ventilation 3705 18.1 Adjustments 0 Other Total 20476 100.0 Ceilings Component Btuh/f[2 Btuh %of load Walls 0.8 865 6.4 Walls ventilation Glazing 25.3 6065 45.1 Doors 4.6 111 0.8 Ceilings 0.8 1339 10.0 i'" Internal Gains Floors 0 0 0 1 Infiltration 0.1 194 1.4 ' Ducts 391 2.9 Ventilation 612 4.6 Glazing Internal gains 3860 28.7 Blower 0 0 Ducts Adjustments 0 Ceilings Total 13438 100.0 Other Latent Cooling Load=3206 Btuh Overall U-value=0.183 Btuh/ftz--°F, Window/FloorArea=16.0% Data entries checked. -Fk- wr'ightsc3ft- 2023-Sep-1311:10:49 Right Suite(DUdversal202323.0.03RSU26095 Page ��` P:WYBTGWORKFLOW148350regor Permitting.rup Calc=MJ8 Front Door faces:SE Buildin Anal sis Job: . g y Date: AugAug 1155,2023 NEW YORK mp (BUILDING CU / _ PUZ-A36NKA 1 40.0uv°,°c `/{./ //T By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Sate B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY,Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41'N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft' Btuh %of load Walls 3.7 6419 27.3 ventilation Glazing 18.0 3936 16.7 Walls Doors 11.3 330 1.4 Duns Ceilings 2.6 4512 19.2 Floors 0 0 0 Infiltration 1.8 3525 15.0 Ducts 1426 6.1 In Piping 0 0 filtration Humidification 0 0 Ventilation 3405 14.5 Glazing Adjustments 0 Other Ceilings Total 23555 100.0 Component Btuh/fl? Btuh %of load Walls 0.8 1368 9.0 Walls ventilation Glazing 22.4 4897 32.0 Doors 4.6 136 0.9 Ceilings 0.8 1434 9.4 Floors 0 0 0 / Infiltration 0.1 283 1.9 Glazing Internal Gains Ducts 357 2.3 Ventilation 563 3.7 Internal gains 6244 40.9 Blower 0 0 Adjustments 0 Other Total 15283 100.0 Ceilings Ducts Latent Cooling Load=4158 Btuh Overall U-value=0.105 Btuh/ft2--°F, Window/FloorArea=16.3% Data entries checked. wr1ghtsoft1 2023-Sep-13 11:10:49 Right-SLite@Uriversal202323.0.03 RSU26095 Page 5 ACCP. P:WYBTGWORKFLOW148350regon Permitting.rup Calc=MJ8 Front Door faces:SE � s.,1- ,.r. . . _ .. rr. ._ .T'•r.rswewir. „�Ar. �s ����.e�.�wa, ... �cT �;-�..,+.r, . . . - b. Building Analysis Job: 3020Date Aug 15,2023 NEW YOgK BUILDING I¢;ou:"" PKFY-P06 (1) By: Tom Baccarella New York Building Technology,Group 159 Rt 25A BUlding 1 Sate B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY,US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft' Btuh %of load Walls 3.7 1261 18.8 nfiltration Glazing 0 0 0 i Doors 19.7 1920 28.6 Ceilings 2.4 1350 20.1 Floors 2.5 1397 20.8 Floors Infiltration 1.8 778 11.6 Ducts 0 0 Piping 0 0 Humidification 0 0 Doors Ventilation 0 0 ll Adjustments 0 Ceilings Total 6705 100.0 Component Btuh/ft2 Btuh %of load Walls 0.8 269 17.1 nfiltration Glazing 0 0 0 walls Doors 8.1 791 50.3 Ceilings 0.8 451 28.7 Ceilings Floors 0 0 0 Infiltration 0.1 63 4.0 Ducts 0 0 Ventilation 0 0 Internal gains 0 0 Blower 0 0 Adjustments 0 Doors Total 1 1 15731 100.0 Latent Cooling Load=134 Btuh Overall U-value=0.198 Btuh/ft2°F, Window/FloorArea=0.0% WARNING:window to floor area ratio=0.0%-less than 5%. wrightsoft® 2023-Sep-1311:10:49 1 •••• ••w - ^a Right-Slate®Universa1202323.0.03RSU26095 Page6 SICCA P:\NYBTGWORKFLOW\48350regorLPermitdrig.rup Calc=MJ8 Front Door faces:SE Job: 3020 NEW YOFK Building Analysis Date: Aug 15,2023 G m� BUILDIN . p1(F/_p06 (2) By: Tom Baccarella 4ROVI New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Plaoe,W11764 Phone:631-495-0289 Email:Tom@rotg.cem Web:w%w.N BTG.com Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY,US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft' Btuh %of load Walls 3.7 337 12.1 Walls ucts Glazing 18.0 1153 41.5 Infiltration Doors 0 0 0 Ceilings 2.4 771 27.8 Floors 0 0 0 Infiltration 1.8 275 9.9 Ducts 243 8.7 Piping 0 0 Humidification 0 0 Glazing Ceilings Ventilation 0 0 Adjustments 0 Total 2779 100.0 Component Btuh/ftz Btuh %of load Walls 0.8 72 2.6 Walls Internal Gains Glazing 31.1 1989 71.9 Ducts Doors 0 0 0 j' Other Ceilings 0.8 258 9.3 % Ceilings Floors 0 0 0 / Infiltration 0.1 22 0.8 Ducts 83 3.0 Ventilation 0 0 Internal gains 341 12.3 Blower 0 0 Adjustments 0 Glazing ,. • ' Total 2764 100.0 Latent Cooling Load=164 Btuh Overall U-value=0.331 Btuh/ft2--°F, Window/FloorArea=19.7% Data entries checked. -Fk wrrightsaft- 2023-Sep-1311:10:49 �� w • Right-Suite®Uruversa1202323.0.03RSU26095 Page �� P:WYBTGWORKFLOWkle350regon Permitting.rup Calc=MJB FrontDoorfaces:SE Job: 3020 Building ha ySIS Date: Aug 15,2023 NEW YORK c BUILDING I�aoo. PVFY-P08 (1) By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Sprite B,Miller Place,W1 1764 Phone:631-495-0289 Email:Tom@nybtg.comVVeb:whw.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Dally range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) • Component Btuh/ftz Btuh %of load Walls 3.7 432 15.1 Walls Ducts Glazing 18.0 973 34.0 Doors 0 0 0 Infiltration Ceilings 2.4 903 31.6 Floors 0 0 0 Infiltration 1.8 303 10.6 Ducts 250 8.7 Piping 0 0 Humidification 0 0 Glazing Ventilation 0 0 Ceilings Adjustments 0 Total 1 1 2861 1 100.0 Were • Component Btuh/ftz Btuh %of load Walls 0.8 92 2.0 Other Glazing 50.8 2742 58.3 Doors 0 0 0 /�' Internal Gains Ceilings 0.8 302 6.4 Floors 0 0 0 Infiltration 0.1 24 0.5 ' Ducts 141 3.0 Ventilation 0 0 Internal gains 1400 29.8 Glazing Ducts Blower 0 0 - Ceilings Adjustments 0 Total 1 1 4701 1 100.0 Latent Cooling Load=488 Btuh Overall U-value=0.326 Btuh/ftz-°F, Window/FloorArea=14.2% Data entries checked. -F- wrightsoft- 2023-Sep-1311:10:49 .� •^ w�.w�m . Righ-SdteQDUdversal 2023.23.0.03 RSU26095 Page 8 �f� P:WYBTGWORKFLOWk18350regon Permitfing.rup Calc=MJ8 FrontDoorfa°es:SE Building Analysis Job: 3020 g Y Date: Aug 15,2023 NEW YORK BUILDING ®y Sao a . PVFY-P08 (2) By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 SLite B,Miller Place,W1 1764 Phone:631-495-0289 Email:Tom@r0tg.com Web:www.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft' Btuh %of load Walls 3.7 2565 27.7 ucts Glazing 18.0 1946 21.0 Walls Doors 11.3 270 2.9 Infiltration Ceilings 2.6 2138 23.1 Floors 0 0 0 Infiltration 1.8 1467 15.9 Ducts 868 9.4 Piping 0 0 Humidification 0 0 Ventilation 0 0 Ceilings Adjustments 0 Glazing Total 9253 100.0 Doors Component Btuh/111 Btuh %of load Walls 0.8 547 7.2 Walls Glazing 32.1 3471 45.6 Doors 4.6 111 1.5 / Internal Gains Ceilings 0.8 674 8.9 / Floors 0 0 0 1 Infiltration 0.1 118 1.5 ' Ducts 232 3.0 Ventilation 0 0 Glazing Internal gains 2460 32.3 Ducts Blower 0 0 Adjustments 0 Ceilings Total 7614 100.0 Other Latent Cooling Load=908 Btuh Overall U-value=0.086 Btuh/ftz--°F, Window/FloorArea=16.4% Data entries checked. -Fk wrigihitsoft- 2023-Sep-1311:10.-49 Right-Suite®Universal202323.0.03RSU26095 Page9 /CCA P.WY13TGWORKFLOWW8350rego-r Permitting.rup Calc=MJ8 Front Door faces:SE Building Analysis Job: 3020 , g Y Date: Aug 15,2023 NEW YORK BUILDING =«�•�,� p►/Fy_p�2 By: Tom Baccarella 6ROU. New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:Www.NYBTG.cem Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY,US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/112 Btuh %of load Walls 3.7 1420 18.2 Ducts Glazing 18.0 3240 41.5 Walls Doors 0 0 O Infiltration Ceilings 2.4 1457 18.7 Floors 0 0 0 Infiltration 1.8 1000 12.8 Ducts 682 8.7 Piping 0 O Ceilings Humidification 0 0 Ventilation 0 0 Adjustments 0 Glazing Total 7799 100.0 14 Me 110100 Component Btuh/112 Btuh %of load Walls 0.8 303 4.2 Wars Glazing 26.2 4707 65.4 Internal Gains Doors 0 0 0 Ceilings 0.8 486 6.8 Floors 0 0 0 % Ducts Infiltration 0.1 80 1.1 ` other Ducts 216 3.0 Ceilings Ventilation 0 0 Internal gains 1400 19.5 Blower 0 0 Glazing Adjustments 0 Total 7193 100.0 Latent Cooling Load=692 Btuh Overall U-value=0.282 Btuh/ft2-°F, Window/FloorArea=29.2% WARNING:window to floor area ratio=29.2%-more than 25%. -Fkwr1ghtsoft1 2023-Sep-13 11:10:49 Right-Suite®Universal 2023 23,0.03 RSI-12.6095 Page 10 ��` P:WYBTGWORK FLOW\48350regon Permittirg.rup CaIc=MJ8 Front Door faces:SE Buildin Anal SIS Job: 3020 g y Date: Aug 15,2023 NEW YORK BUILDING _ : PVFY-P182 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Sprite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY,Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 72 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) amm Me Component Btuh/ft' Btuh %of load Walls 3.7 1493 19.9 Ducts Glazing 18.0 2378 31.6 Walls Doors 0 0 0 Infiltration Ceilings 2.4 1991 26.5 Floors 0 0 0 Infiltration 1.8 951 12.6 I Ducts 705 9.4 Piping 0 0 Humidification 0 0 Ventilation 0 0 Glazing Ceilings Adjustments 0 Total 7518. 100.0 Component Btuh/ft' Btuh %of load Walls 0.8 318 4.3 Walls Glazing 36.0 4746 63.9 Internal Gains Doors 0 0 0 Ceilings 0.8 665 8.9 ' Ducts Floors 0 0 0 Other Infiltration 0.1 76 1.0 Ducts 227 3.0 Ceilings Ventilation 0 0 Internal gains 1400 18.8 Blower 0 0 Glazing Adjustments 0 Total 7433 100.0 Latent Cooling Load=991 Btuh Overall U-value=0.298 Btuh/ftZ°F, Window/Flool-Area=15.7% Data entries checked. wrightsoft- 2023-Sep-13 11:10:49 �_ *• °• ••w - ^w. Right-Sdte®Universal 202323.0.03RSU26095 Page 11 ACCK P:WYBTGWORKFLOW418350regon Permitting.rup CaIc=MJ8 Front Door faces:SE LoaJob: 3020 d Short Form Date: 305 2023 NEW YOflK ® BUILDING oui _ Aug9 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 ' Email:daniel@buffer-ae.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 n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfrn Actual airflow 0 cfi-n Airflowfactor 0 cfmBtuh Airflowfactor 0 cfmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load CIg load Htg AVF CIgAVF (ftz) (Btuh) (Btuh) (cfm) (cfm) CU 3-MXZ-SM36 d 1500 16771 12826 1200 1200 CU 1 -PUZ-Al2 d 3911 21859 5330 400 400 CU 2-MXZ-SM36 d 1892 20144 14878 1200 1200 CU 4-PUZ A36NKA d 1338 20149 14721 1200 1200 Entire House d 8641 78924 46712 4000 4237 Other equip loads 18785 3103 Equip.@ 0.89 RSM 44485 Latent cooling 7679 TOTALS 8641 97710 52164 4000 4237 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2023-Sep-1311:10:49 i �• �•.• -��, Right-Suite@ Universal 2023 23.0.03 RSU26095 Page 1 /SCCA P:WYBTGWORKFL-OW148350regon Permitfing.rup Calc=MJ8 Front Door faces:SE Job: -3020 -- NEW YOflK - BUILDING Date: Aug 15,2023 w�.>° Load Short Form CU 1 - PUZ-Al2y: B Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 SUte B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.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(gr4b) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model PUZ-Al2NKA7*** Cond PUZ Al2NKA7*** AHRI ref 206716978 Coil PKA Al2LA AHRI ref 206716978 Efficiency 10.2 HSPF2 Efficiency 13.3 EER2,21.3 SEER2 Heating input Sensible cooling 8400 Btuh Heating output 18000 Btuh @47°F Latentcooling 3600 Btuh Temperature rise 41 OF Total cooling 12000 Btuh Actual airflow 400 t fm Actual airflow 400 dm Airflowfactor 0.018 cfmBtuh Airflowfactor 0.075 cfm1Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.62 Capacity balance point=36 OF Backup:NAVIEN,INC. In ut=9 kW Out ut=30453 Btuh 100 AFUE ROOM NAME Area Htg load CIg load Htg AVF ClgAVF (ftz) (Btuh) (Btuh) (cfrn) (cfm) BasementAV room 3911 21859 5330 400 400 CU 1 -PUZ-Al2 d 3911 21859 5330 400 400 Other equip loads 7707 1273 Equip.@ 0.89 RSM 5896 Latent cooling 4064 TOTALS 3911 29567 9961 400 400 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -�- wrightsoft® 2023-Sep-1311:10:49 1, aa,r • ..mow Right-sute®Uriversal 2023 23.0.03 RSU26095 Page 2 ACCK P:WYBTGWORKFLOWk1835oregor Permitting.rup Calc=MJ8 FrordDoor faces:SE Load Short Form. Job:- NEW ob:NEW Y( (BUILDING Date: Aug 15,2023 CU 2- MXZ-SM36 By: Tom Baccarella New York Building Technology Group 159 R1:25A Brilding 1 Stite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.YIBTG.com Project • • For. 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.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 Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM36NAMHZ Cond MXZ-SM36NAMHZ AHRI ref 207525855 Coil Mixed Ducted/Ductless AHRI ref 207525855 Efficiency 11.5 HSPF2 Efficiency 13.5 EER2,20.75 SEER2 Heating input Sensible cooling 25200 Btuh Heating output 42000 Btuh @ 47°F Latent cooling 10800 Btuh Temperature rise 32 °F Total cooling 36000 Btuh Actual airflow 1200 cfm Actual airflow 1200 cfm Airflowfactor 0.060 cfm/Btuh Airflowfactor 0.080 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point=2°F Backup: In ut=6 kW Output=19696Btuh 100 AFUE ROOM NAME Area Htg load Clg load HtgAVF ClgAVF (ft2) (Btuh) (Btuh) (cfm) Mm) PKFY-P06(2) p 326 2779 2764 166 222 PVFY P08(1) p 381 2861 4701 170 377 PKFY P06(1) p 570 6705 1573 399 126 PVFY-P12 p 615 7799 7193 465 577 CU 2-MXZ-SM36 d 1892 20144 14878 1200 1200 Other equip loads 3968 655 Equip.@ 0.89 RSM 13872 Latent cooling 2877 TOTALS 1892 24112 16748 1 1200 1 1200 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - wrightsoft- 2023-Sep-1311:10:49 ti Am�• �n„• <q�mw, Right-Sdte@ Uriversal 2023 23.11.03 RSU26065 Page 3 A+C& P:WYBTG WORKFLOWk3835oregor Permitting.rup Calc=MJ8 Front Doorfaces:SE Load Short Form Job: 3020 I► Date: Aug 15,2023 NEW YOflK — BUILDING ° CU 3- MXZ-SM36 By: Tom Baccarella New York Building Technology Group 159 Rt25A BUlding 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:wm.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.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 Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM36NAMHZ Cond MXZ-SM36NAMHZ AHRI ref 207517152 Coil Mixed Ducted AHRI ref 207517152 Efficiency 12 HSPF2 Efficiency 15.0 EER2,23 SEER2 Heating input Sensible cooling 25200 Btuh Heating output 42000 Btuh @ 47°F Latent cooling 10800 Btuh Temperature rise 32 OF Total cooling 36000 Btuh Actual airflow 1200 cfin Actual airflow 1200 cfrn Airflowfactor 0.072 cfrnBtuh Airflowfactor 0.089 cfmBtuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.81 Capacity balance point=-10 OF Backup:NAVIEN,INC. In ut=6 kW Out ut=21187 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) PVFY P182 p 842 7518 7433 538 659 PVFY-P08(2) p 658 9253 7614 662 675 CU 3-MXZ-SM36 d 1500 16771 12826 1200 1200 Other equip loads 3705 612 Equip.@ 0.89 RSM 12000 Latent cooling 3206 TOTALS 1500 20476 15206 1200 1200 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2023-Sep-1311:10:49 �, u •,e«te.aH•, .q•m Right-Suite®Universal 2023 23.0.03 RSU26095 Page A+CK P:WYBTGWORKFLOWk18350regon Permitting.rup Calc=MJ8 Front Door faces:SE Load Short Form Job: 3020 Date: Aug15,2023 NEW YO n. IB ou�Dio CU 4 - PUZ-A36NKA By: Tom Baccarella New York Building Technology Group 159 Rt25A Bolding 1 State B,Miller Place,NY11764 Phone:631-495-0289 Eniai]:Tom@rrybtg.wmVVeb:vAVW.NYBTG.com Project • • For. 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com D- •n-in-formation 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(gr/lb) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model PUZ A36NKA7*** Cond PUZ-A36NKA7*** AHRI ref 201754547 Coil PVA-A36AA* AHRI ref 201754547 Efficiency 8.7 HSPF2 Efficiency 11.0 EER2,19.8 SEER2 Heating input Sensible cooling 25200 Btuh Heating output 42000 Btuh @47°F Latentcooling 10800 Btuh Temperature rise 32 OF Total cooling 36000 Btuh Actual airflow 1200 cfrn Actual airflow 1200 cfm Airflowfactor 0.060 cl`mBtuh Airflowfactor 0.082 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.79 Capacity balance point=10 OF Backup: In ut=6 kW Output=1962813tuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF CIgAVF W) (Btuh) (Btuh) (cfm) (cfm) Kitchen/Dining 507 2893 5631 172 459 Foyer 101 1598 1336 95 109 Bath 1 52 657 533 39 43 Living 678 15002 7221 893 589 CU 4-PUZ A36NKA d 1338 20149 14721 1200 1200 Other equip loads 3405 563 Equip.@ 0.89 RSM 13648 Latent cooling 4158 TOTALS 1338 1 23555 17806 1 1200 1 1200 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrigt,ttsoft® 2023-Sep-1311:10:49 _ ti .•,��,b�N , Right-Strite@Udversal202323.0.03RSU26095 Page /CCK P:WY9TGWORKFLOW148350regor Permitting.rup Calc=MJ8 Front Door faces:SE Load Short Form Job: 3020 NEW YOR BUILDING Date: Aug 15,2023 PKFY-P06 (1) By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.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(gr/Ib) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Air flow factor 0 cfm/Btuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (fl?) (Btuh) (Btuh) (cfm) (cfm) Garage-tempering 570 6705 1573 399 126 PKFY-P06(1) p 570 6705 1573 399 126 Other equip loads 0 0 Equip.@ 0.89 RSM 1405 Latent cooling 134 TOTALS 570 1 6705 1539 399 126 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2023-Sep-1311:10:49 gym, •, • <<mp Right-Suite®Uruversal 2023 23.0.03 RSU26095 Page 6 ACCK P:WYBTGWORKFLOW438350regon Permitting.nQ Calc=MJ8 Front Door faces:SE Load Short Form : 3020 NEW YORK BUILNG Date: Aug 15,2023 IDI G:ou, ° P11CFY-P06 (2) By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Sdte B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:mw.NYBTG.00m Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.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 n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 dim Airflowfactor 0 cfm/Btuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF W) (Btuh) (Btuh) (cfm) (cfm) Mud 326 2779 2764 166 222 PKFY P06(2) p 326 2779 2764 166 222 Other equip loads 0 0 Equip.@ 0.89 RSM 2468 Latent cooling 164 TOTALS 326 2779 2632 166 222 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. .� wrightsoft� 2023-Sep-1311:10:49 —, q Right-SuiteOud.rsal 2023 23.0.03 RSU26095 " e Pa 7 9 A+Ck P:WYBTGWORKFLOWk18350regon PermitGng.rup Calc=MJ8 Front Door faces:SE Load Short Form Job: 3020 NEW YORK BUILNG Date: Aug 15,2023 �r,aoV:DIPVFY-P08 (1) By: Tom Baccarella New York Building Technology Group 159 Rt 25A l3diding 1 State B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:wm.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY,Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.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 n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 cfrn Actual airflow 0 cfrn Airflowfactor 0 cfmBtuh Airflowfactor 0 cfmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bath 2 72 186 58 11 5 Bed 2 310 2675 4643 159 372 PVFY-P08(1) p 381 2861 4701 170 377 Other equip loads 0 0 Equip.@ 0.89 RSM 4198 Latent cooling 488 TOTALS 381 1 2861 1 4687 170 1 377 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft® 2023-Sep-1311:10:49 ice • �.oa.wpm, Right Page Universal 2023 23.0.03 RSU26095 Pa e 8 - ACCA P:WYBTGWORKFLOWk3835oregon Permittirg.rup Calc=MJ8 Front Door faces:SE Load S11o1 t Fob Job: 3020 Date: Aug15,2023 NEW MONK @ I9U„LDio PVFY-P08 (2) By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bdlding 1 Site B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:WWW.NYBTG.com Project • • For. 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206.Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.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(gr/Ib) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Airflowfactor 0 cfrnBtuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Family 600 9117 7571 652 672 Stairs 1 58 136 42 10 4 PVFY P08(2) p 658 9253 7614 662 675 Other equip loads 0 0 Equip.@ 0.89 RSM 6799 Latent cooling 908 TOTALS 1 658 1 9253 1 7707 1 662 1 675 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 41- wrigt>ttsoft� 2023-Sep-1311:10:49 Right-Smote®Universal 202323.0.03RSU26095' Page A+CA P:WYBTGWORKFLOWk18350regon Permitting.rup Calc=MJ8 Front Door faces:SE Load Short Form. Job: 3020 NEW YC)RKa BUIL DING Date: Aug 15,2023 �^ °` PVFY-P12 By: Tom Baccarella New York Building Technology Group 159 Rt25A BUlding 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.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(gr/Ib) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfin Actual airflow 0 cfm Airflowfactor 0 cfm/Btuh Airflowfactor 0 cfmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bath 3 229 2692 2026 160 163 Bed 3 308 4370 4175 260 335 WIC 3 79 737 992 44 80 PVFY-P12 p 615 7799 7193 465 577 Other equip loads 0 0 Equip.@ 0.89 RSM 6423 Latent cooling 692 TOTALS 615 7799 7115 465 577 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ' wrightsoft- 2023-Sep-1311:10:49 1, am«• .ro � w Right-Suite®Uriversal202323.0.03RSU26095 Page 10 +� P:WYBTGWORKFLOW14835oregon Permitting.rup Calc=MJ8 Frord Door faces:SE ' z Load Short Form Date:Job: ' 30 30 20 15,z- NEW YORK _ ® IRUILDING g PVFY-P182 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Btelding 1 State B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:vwwv.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.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 n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfrn Actual airflow 0 cfm Airflowfactor 0 cfm/Btuh Airflowfactor 0 cfrnBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF ClgAVF (f12) (Btuh) (Btuh) (cfm) (cfm) M Bed 469 5459 6403 391 568 WIC 1 118 310 96 22 8 M Bath 254 1750 934 125 83 PVFY P182 p 842 7518 7433 538 659 Other equip loads 0 0 Equip.@ 0.89 RSM 6637 Latent cooling 991 TOTALS 842 7518 7628 538 659 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2023-Sep-13 11:10:49 ti abhv a .,�s Right-State@Urtiversal202323.0.03RSU26095 ' Page 11 ACCI1 P:WYBTGWORKFLOW'48350regon_Permitting.rup Calc=MJ8 Front Door faces:SE Protect Summa Job: 3020 . NEW YORK o BU1°1^DING ry Date: Aug 15,2023 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 PhDm:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.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 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 73489 Btuh Structure 45309 Btuh Ducts 5435 Btuh Ducts 1404 Btuh Central vent(304 cfm) 18785 Btuh Central vent(304 cfm) 3103 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 97710 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 44485 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction qualityTight Fireplaces 1 (Average) Structure 5743 Btuh Ducts 1936 Btuh Central vent(304 cfm) 6626 Btuh Heating Cooling Area(ft) 8n 8641 Equipment latent load 7679 Btuh Volume(ft') 87038 87038 Airchanges/hour 0.14 0.07 Equipment Total Load(Sen+Lat) 52164 Btuh Equiv AVF(cfm) 209 102 Req.total capacity at 0.70 SHR 5.3 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 crm Actual airflow 0 cfm Airflowfactor 0 cfm/Btuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -Fp- wrightsoft- 2023-Sep-1311:10:49 �* Right-Suite®Udversal202323.0.03RSU26095 WYBTG WORKFLOW148350re on Permitti Page 1 P: g ng.rup Calc=MJ8 FrortRDoorfaces:SE Project Summa Job: 3020 - NEW YORK r BUILDING - Date: Aug 15,2023 a�.po:o . CU 1 - PUZ� 12 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bdiding 1 SLdte B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:vwwv.NYBTG.com •ject Information For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Notes: Desianinformation 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 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 20599 Btuh Structure 5044 Btuh Ducts 1261 Btuh Ducts 286 Btuh Central vent(125 cfm) 7707 Btuh Central vent(125 ckn) 1273 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29567 Btuh Use manufacturers data n Rate/swin multipplier 0.89 Infiltration Equipmensensibleload 5896 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction qualityTight Fireplaces 1 (Average) Structure 987 Btuh Ducts 359 Btuh Central vent(125 cfm) 2719 Btuh HeatinCoolingg Outside air Area(ft) 391 391M Equipment latent load 4064 Btuh Volume(1113) 31287 31287 Air changes/hour 0.14 0.07 Equipment Total Load(Sen+Lat) 9961 Btuh Equiv.AVF(cfm) 74 36 Req.total capacity at 0.70 SHR 0.7 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model PUZ-Al2NKA7*** Cond PUZ Al2NKA7*** AHRI ref 206716978 Coil PKA Al2LA AHRI ref 206716978 Efficiency 10.2 HSPF2 Efficiency 13.3 EER2,21.3 SEER2 Heating input Sensible cooling 8400 Btuh Heating output 18000 Btuh @ 47°F Latent cooling 3600 Btuh Temperature rise 41 OF Total cooling 12000 Btuh Actual airflow 400 cfm Actual airflow 400 cfm Airflowfactor 0.018 cfm/Btuh Airflowfactor 0.075 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.62 Capacity balance point=36 OF Backup:NAVIEN,INC. Input=9 kW, Output=_30453 Btuh,100AFUE Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -Fl&- =ightsoit- 2023-Sep-1311:10:49 i� ^� Right-SLite®Unversal 2023 23.0.03 RSU26095 Page 'SCA P.MBTGWORKFLOWA835oregor Permitting.rup Calc=MJ8 Front Door faces:SE Project Summa Job: 3020 I�, NEW YORK ©UILDING J Summary Date: Aug 15,2023 CU 2 - MXZ-SM36 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Sete B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:Wvvw.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.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 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 18969 Btuh Structure 14478 Btuh Ducts 1176 Btuh Ducts 401 Btuh Central vent(64 cfm) 3968 Btuh Central vent(64 cfm) 655 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 24112 Btuh Use manufacturer's data n Rate/swin multipplier 0.89 Infiltration Equipmensensibleload 13872 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 1005 Btuh Ducts 473 Btuh Central vent(64 cfm) 1399 Btuh Heating Cooling Outside air Area(T) 1892 1892 Equipment latent load 2877 Btuh Volume(ft') 15135 15135 Air changes/hour 0.15 0.07 Equipment Total Load(Sen+Lat) 16748 Btuh Equiv AVF(cfm) 38 19 Req.total capacity at 0.70 SHR 1.7 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM36NAMHZ Cond MXZ-SM36NAMHZ •AHRI ref 207525855 Coil Mixed Ducted/Ductless AHRI ref 207525855 Efficiency 11.5 HSPF2 Efficiency 13.5 EER2,20.75 SEER2 Heating input Sensible cooling 25200 Btuh Heating output 42000 Btuh @ 47°F Latent cooling 10800 Btuh Temperature rise 32 OF Total cooling 36000 Btuh Actual airflow 1200 cfm Actual airflow 1200 cfm Airflowfactor 0.060 cfmBtuh Airflowfactor 0.080 cfmBtuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point=2 OF Backup: Input=6 kW, Output=19696 Btuh,100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -FP- =ightsoft- 2023-Sep-1311:10:49 .+ M Right-Sudte@ Universal 2023 23.0.03 RSU26095 Page 3 ACh` P:WYBTGWORKFLOWY38350regon Permitting.rup Calc=MJ8 Front Door faces:SE g Project Summa Job: 3020 NEW YORK&: JB'II.LDING J Summary Date: Aug 15,2023 ;o,o1CU3- MXZ-SM36 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Balding 1 Stite B,Miller Place,W11764 Phore:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Prpiect Information For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.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 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 15199 Btuh Structure 12435 Btuh Ducts 1573 Btuh Ducts 391 Btuh Central vent(60 cfm) 3705 Btuh Central vent(60 cfm) 612 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20476 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 12000 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 1315 Btuh Ducts 584 Btuh Central vent(60 cfm) 1307 Btuh Heating Cooling Outside air Area(ftz) 1500 1500 Equipment latent load 3206 Btuh Volume(I) 15563 15563 Airchanges/hour 0.15 0.07 Equipment Total Load(Sen+Lat) 15206 Btuh Equiv AVF(cfrn) 39 19 Req.total capacity at 0.70 SHR 1.4 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM36NAMHZ Cond MXZ-SM36NAMHZ AHRI ref 207517152 Coil Mixed Ducted AHRI ref 207517152 Efficiency 12 HSPF2 Efficiency 15.0 EER2,23 SEER2 Heating input Sensible cooling 25200 Btuh Heating output 42000 Btuh @ 47°F Latent cooling 10800 Btuh Temperature rise 32 OF Total cooling 36000 Btuh Actual airflow 1200 cfm Actual airflow 1200 elm Airflowfactor 0.072 cfrnBtuh Airflowfactor 0.089 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.81 Capacity balance point=-10 OF Backup:NAVIEN,INC. Input=6 kW, Output=21187 Btuh,100AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -r*wrightsoft- 2023-Sep-1311:10:49 Right-Sdte@Udversal202323.0.03RSU26095 Page ACC` P:WYBTG'WORKFLOWIA8350regon Permitting.rup Calc=MJ8 FrordDoor faces:SE Pro ectSummar.�� fob:Y3020 v •y Date: Aug 15,2023 NEW YO flK BUILDfNG CU/� _ PUZ-A36NfCA y' GFO,U Fns ° V V 'T B . Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.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 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 18723 Btuh Structure 14363 Btuh Ducts 1426 Btuh Ducts 357 Btuh Central vent(55 cfm) 3405 Btuh Central vent(55 cfm) 563 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 23555 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 13648 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 2436 Btuh Ducts 521 Btuh Central vent(55 cfm) 1201 Btuh Heating Cooling Outside air Area(ft') 1338 1338 Equipment latent load 4158 Btuh Volume(ft) 25054 25054 Air changes/hour 0.14 0.07 Equipment Total Load(Sen+Lat) 17806 Btuh Equiv.AVF(cfm) 57 28 Req.total capacity at 0.70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model PUZ A36NKA7*** Cond PUZ A36NKA7*** AHRI ref 201754547 Coil PVAA36AA* AHRI ref 201754547 Efficiency 8.7 HSPF2 Efficiency 11.0 EER2,19.8 SEER2 Heating input Sensible cooling 25200 Btuh Heating output 42000 Btuh @ 47°F Latent cooling 10800 Btuh Temperature rise 32 OF Total cooling 36000 Btuh Actual airflow 1200 cfrn Actual airflow 1200 cfm Airflowfactor 0.060 cfm/Btuh Airflowfactor 0.082 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.79 Capacity balance point=10 OF Backup: Input=6 kW, Output=19628 Btuh,100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -F&- wrightsoft® 2023-Sep-1311:10:49 �. ^w^ -•w•-��^a Right-SUte®Universal202323.0.03RSU26095 Page ACCK P:WYBTGWORKFLOWk38350regon PermitGng.rup Calc=MJ8 Front Door faces:SE Project Summar, Jab: 3020 NEW YORK -r (BUILDING / Summary Date: Aug 15,2023 '® 'Ic�•.t��• PKFY-P06 7 By: Tom Baccarella, woo New York Building Technology Group 159 Rt 25A Brdldirg 1 Spite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com --Project Information For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.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 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 6705 Btuh Structure 1573 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(19 cfm) 0 Btuh Central vent(19 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 6705 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 1405 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 134 Btuh Ducts 0 Btuh Central vent(19 cfm) 0 Btuh ,HeatingCooling Area(ft2) 570 570 Equipment latent load 134 Btuh Volume(ft) 4560 4560 Airchanges/hour 0.17 0.08 Equipment Total Load(Sen+Lat) 1539 Btuh Equiv.AVF(cfm) 13 6 Req.total capacity at 0.70 SHR 0.2 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfrn Airflowfactor 0 cfm/Btuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrigtitsoftm 2023-Sep-1311:10:49 Right-Sidte®UNversal 2023 23.0.03 RSU26095 Page,6 ACC` P:WYBTGWORKFLOW148350regor Permittirg.rup Calc=MJ8 FrorG Door faces:SE Project Summa _ Job: 3020 NEW YORK BUILDING Summary Date: Aug 15,2023 ao� a,e PKFY-P06 (2) By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 SDite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email: aniel@butler-ae.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 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 2536 Btuh Structure 2681 Btuh Ducts 243 Btuh Ducts 83 Btuh Central vent(11 cfm) 0 Btuh Central vent(11 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 2779 Btuh Use manufacturers data n Rate/swin multipplier 0.89 Infiltration Equipmenqsensibleload 2468 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 47 Btuh Ducts 116 Btuh Central vent(11 cfm) 0 Btuh Heating Cooling Area(ft') 326 326 Equipment latent load 164 Btuh Volume(ft') 2605 2605 Air changes/hour 0.10 0.05 Equipment Total Load(Sen+Lat) 2632 Btuh Equiv.AVF(cfm) 4 2 Req.total capacity at 0.70 SHR 0.3 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Airflowfactor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. TI"- wri0htsoft- 2023-Sep-1311:10:49 .-�- a• ^�^-� m> Right-SUte®Universal 2023 23.0.03 RSU26095 P:WYBTG WORKFLOW ACh'` k18350regon PermitG Page 7 ng.rup Calc=MJ8 Front 'Project Summa Job: 3020 NEW YORK BUILDING Date: Aug 15,2023 PVFY-PO8 (1) By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Sdte B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:w".NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY,Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.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 2610 Btuh Structure 4560 Btuh Ducts 250 Btuh Ducts 141 Btuh Central vent(13 cfm) 0 Btuh Central vent(13 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 2861 Btuh Use manufacturer's data n Rate/swin multipplier 0.89 Infiltration EquipmensensEle load 4198 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 352 Btuh Ducts 136 Btuh Central vent(13 cfm) 0 Btuh Heatin Coolin Area(ft2) 38q 389 Equipment latent load 488 Btuh Volume(ft) 3050 3050 Air changes/hour 0.10 0.05 Equipment Total Load(Sen+Lat) 4687 Btuh Equiv AVF(cfm) 5 2 Req.total capacity at 0.70 SHR 0.5 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Airflowfactor 0 cfm/Btuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 1 # nriahtsoft 2023-Sep-1311:10:49 ^� •M•-w�ma Right-Suite®Universal 202323.0.03RSU26095 Page ACC1� P:VdYBTG WORKFLOWk1835oregon Permitting.rup Calc=MJ8 Frortt Door faces:SE -'_- ---•-..... .�.___ Pro ect Summary* Job: 3020 NEW YORK BUILDING Date: Aug 15,2023 PVFY-P08 (2) By: Tom Baccarella New York Building Technology Group 159 Rt25A Bolding 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.mm Web:www.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.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 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 8385 Btuh Structure 7382 Btuh Ducts 868 Btuh Ducts 232 Btuh Central vent(26 cfm) 0 Btuh Central vent(26 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 9253 Btuh Use manufacturers data n Rate/swing multiplier 0.89 Infiltration - Equipment sensible load 6799 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 652 Btuh Ducts 256 Btuh Central vent(26 cfm) 0 Btuh Heating Cooling Area(ftp) 658 658 Equipment latent load 908 Btuh Volume(ft) 8829 8829 Air changes/hour 0.16 0.08 Equipment Total Load(Sen+Lat) 7707 Btuh Equiv AVF(cfm) 24 12 Req.total capacity at 0.70 SHR 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Airflowfactor 0 cfm/Btuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -Fl&- =19htsoft- 2023-Sep-1311:10:49 .� *� Rigtt-Sdto&Uriversal202323.0.03RSU26095 _ Pa e9 'CCK P:WYBTGWORKFLOW148350regon Permitting.rup Calc=MJ8 FrorttDo6rfaces:SE g Project Summa'�'�/ Job:- 3020 . NEW YORK BUILDING 7 Date: Aug 15,2023 I� PVFY-P12 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,W1 1764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:wm.N BTG.com Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.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 7117 Btuh Structure 6976 Btuh Ducts 682 Btuh Ducts 216 Btuh Central vent(21 chn) 0 Btuh Central vent(21 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 7799 Btuh Use manufacturers data n Rate/swin multipplier 0.89 Infiltration Equipmenqsensibleload 6423 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 472 Btuh Ducts 220 Btuh Central vent(21 cfm) 0 Btuh Heating Cooling Area(f:2) 619 619 Equipment latent load 692 Btuh Volume(ft) 4920 4920 Airchanges/hour 0.20 0.10 Equipment Total Load(Sen+Lat) 7115 Btuh Equiv.AVF(cfm) 16 8 Req.total capacity at 0.70 SHR 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfrn Actual airflow 0 chn Airflowfactor 0 cfmBtuh Airflowfactor 0 cfmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2023-Sep-1311:10:49 Right-Sdte®Uriversal 2023 23.0.03 RSU26095 Page 10 ACC` P:WYBTGWORKFLOWk18350regor Permittrig.rup Calc=MJ8 Front Door faces:SE Project Summa Job: 3020 NEW YORK BUILDING ry Date: Aug 15,2023 PVFY-P182 By: Tom Baccarella New York Building Technology Group 159 Rt 25A BLolding 1 Sete B,Miller Place,W11764 Phone:631-495-0289 Email:Tam@nybtg.com Web:www.NYBTG.com Pr6ject Information For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.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 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 6813 Btuh Structure 7206 Btuh Ducts 705 Btuh Ducts 227 Btuh Central vent(34 cfm) 0 Btuh Central vent(34 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 7518 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 6637 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 663 Btuh Ducts 328 Btuh Central vent(34 cfm) 0 Btuh Heating Cooling Area(it) 842 842 Equipment latent load 991 Btuh Volume(ft) 6735 6735 Air changes/hour 0.14 0.07 Equipment Total Load(Sen+Lat) 7628 Btuh Equiv AVF(cfm) 15 7 Req.total capacity at 0.70 SHR 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfin Airflowfactor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. •Fk- =iahtsoft- 2023-Sep-1311:10:49 .�. ^-• w- - Right-Sate®Uriversal2023 23.0.03 RSU26095 Page 11 ACh` P:WYBTGWORKFLOWk38350regon Fermithrig.rup Calc=MJ8 Front Door faces:SE AED Assessment Job: 3020 NEW YORK r BUILDING Date: Aug 15,2023 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A BUlding 1 State B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.mm Web:www.NYBTG.com Project • • For. 4835 Oregon Road,Mattituck NY,Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41'N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gdlb) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for • ' • Exposure Hourly Glazing Load 24,00 22,0a 20,co 18,00 16,00 14,00 12,00 u 10,00 8,00 6,00 4,00 2,00 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Rau a Dy Nwty /A, Amfmt Maximum hourly glazing load exceeds average by 19.9%. House has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh 0:49 2023-Sep-1311:1 wrightsoft® °•k•-• »«�mA Right-State®Urrvversal 2023 23.0.03 RSU26095 Pag a 1, A+CK P:WYBTGWORKFLOW14835Oregon Permitting.rup Calc=MJ8 FrordDoor faces:SE' AED Assessment Job: N E W YORK .• B U I L D I N G Date: Aug Aug 15,2023 CU 1 - PUZ-Al2 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suete B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.oDm Web:Www.hlYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY,Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gdlb) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 1,0a 9D 80 70 6a 50 40 30 20 10 0 8 9 10 11 12 13 14 15 16 17 18 19 20 H—°(Day Maximum hourly glazing load exceeds average by 0.0%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh wrightsoft® 2023-Sep-1311:10:49 aM*•• a•••-•e�•-%�•m + Right-Sdte®Uriversal 2023 23.0.03 RSU26095 Page �� P:WYBTGWORKFLOW148350regon Permitting.rup'Calc=MJ8Frord Door faces:SE AED Assessment Job: 3020 NEW YORK BUILDING Date: Aug 15,2023 �G;0�; °=°°' CU 2 - MXZ-SM36 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:wwW.NYBTG.cem Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41'N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gdlb) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 10,00 9,00 8,00 7,00 — 6,00 a 5,00 i7 4,00 3,00 2,00 1,00 0 8 9 10 11 12 13 14 15 16 17 18 19 20 H=A Day A� /AEDGmt Maximum hourly glazing load exceeds average by 45.7%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 1011 Btuh (PFG - 1.3*AFG) wrightsoft® 2023-Sep-1311:10:49 ,.� --/ Right-Sdte®Universal 2023 23.0.03 RSU26095 Page 3 , ACCA P:\NYBTGWbRKFLOW\48350reg6n—Permitfirig.rup Calc=MJ8 Front Door faces:SE 20 AED Assessment Job: ug NEW YORK BUILDING /+ Date: Aug 15,2023 C U 3- MXZ-SM36 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 State B,Miller Place,W1 1764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:Www.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY,US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41 ON Relative humidity(°/D) 30 50 Outdoor: Heating Cooling Moisture difference(gr4b) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 8,000-- 7,000-- 6.000-- 5,00G-- 4,000-- 3,000-- 2,000-- 1,000-- 0 ,007,006,005,004,003,002,001,000 8 9 10 11 12 13 14 15 16 17 18 19 20 How of Day / y /A.rz /AEDf t Maximum hourly glazing load exceeds average by 8.7%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh wrightsoft® 2023-Sep-1311:10:49 �. ^M�•^ a••r•^•w•^^~•m ^+ Right-&2e@ Ureversal 2023 23.0.03 RSU26095 Page 4 ACCA P:WYBTGWORKFLOW148350regon Permitting.rup Calc=MJ8 Front Door faces:SE AED Assessment Job: 3020 NEW YORK BUILDING /+U 4 A Date: Aug 15,2023 Idnoar°`°" - PUZ-A36NKA ` By: Tom Baccarella C New York Building Technology Group 159 Rt 25A BUlding 1 Srite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:WWW.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gdlb) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exp• Hourly Glazing Load 7,000-- 6,000-- 5.000- 4.00G- 3.000-- 2.000-- 1,000-- 0 ,006,005,004,003,002,001,000 8 9 10 11 12 13 14 15 16 17 18 19 20 Xw of Day /routs /A.s,ew i AFDrmi Maximum hourly glazing load exceeds average by 19.2%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh wrightsoft® 2023-Sep-1311:10:49 AM—.,e..wM,.-.•,..—P-y Right-SUte®Uriversal 2023 23.0.03 RSU26095 Page 5 ACCK P:WYBTGWORKFLOWW8350regon__Permitting.rup Calc=MJ8 Frord Door faces:SE AED Assessment Job: Aug 20 NEW YORK BUILDING Date: Aug 15,2023 PKFY-P06 (1) By: Tom Baccarella New York Building Technology Group 159 Rt 25A BUlding 1 SLdte B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY,Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41'N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gdlb) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 1.000-- 900-- 800-- 700-- 60D- .0090807060 - 500-- 400-- 300-- 200-- 100,- 04302010 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour or Day Maximum hourly glazing load exceeds average by 0.0%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh -00- wrightsoft® 2023-Sep-1311:10:49 ^. •M�•� °•.r.��er„•.M� p-Y Right-SLote®Universal 2023 23.0.03 RSU26095 Page �� P:WYBTG WORKFLOWk18350regon Permitting.rup CaIC=MJ8 Frond Door faces:SE r , AED Assessment Job: 3020 - NEW YORK BUILDINGDate: Aug 15,2023 ��:o:•:°`°`" PKFY-P06 (2) By: Tom Baccarella New York Building Technology Group 159 Rt 25A BUlding 1 Slite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41'N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gdlb) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate-Exposure Hourly Glazing Load 2,000-- 1,800-- 1,600-- 1.400-- t ,0a1,801,601,40 i3 1,200- 1,000-- 800-- 600-- 400-- 200-- 0 ,201,00606040200 8 9 10 11 12 13 14 15 16 17 18 19 20 H=d /A. /wvN . Aso wm Maximum hourly glazing load exceeds average by 33.6%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 376 Btuh (PFG -ALP) 2023-Sep-1311:10:49 wrightsoft®ti h•/e.hil,InlleM WQ,.pany Right-State®Universal 2023 23.0.03 RSU26095 Page 7 A+CA P:WYBTG WORKFLOWk18350regori Permifling.rup Calc=MJ8 Frord Door faces:SE sit AED Assessment Job: 3020 NEW YORK I6 U�1`E D I N G Date: Aug 15,2023 PVFY-P08 (1) By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tam@nybtg.com Web:vvm.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY,US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 2,80 2,60 2,40 2,20 2,00 1,80 1,60 1,40 1,20 1,00 80 600-- 400- 200-- 0 04a2a0 8 9 10 11 12 13 14 15 16 17 18 19 20 Mau N Day /Ib,M /ArereB° /AED fmt Maximum hourly glazing load exceeds average by 72.1%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 1210 Btuh (PFG -ALP) -F- wrightsoftm 2023-Sep-1311:10:49 AMR• a•n•�•• •�•n�•m Right-Sate®Universal 2023 23.0.03 RSU26095 Page A/CA P:WYBTGWORKFLOWW8350regon Permitting.rup Calc=MJ8 Frort Door faces:SE AED Assessment Job: 3020 NEW YORK 11I1DING Date: Aug 15,2023 °°• °` PVFY-P08 (2) By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bldlding 1 State B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.00m Web:www.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gdlb) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 3,50 3,00 2,50 i 2,00 1,500--- 1,000-- 500-- 0 ,51,00500 8 9 10 11 12 13 14 15 16 17 18 19 20 Mau of Day /ia.oy /awaq. /aeo c,m Maximum hourly glazing load exceeds average by 49.5%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 813 Btuh (PFG -ALP) 0:49 2023-Sep-13 11:1 wrightsoft® °• - =-w�•mw•. Right-Sdte®Udversal 2023 23.0.03 RSU26095 Page 9 A+CA P:WYBTGWORKFLOWk18350regon Permitting.rup Calc=MJ8 FrordDoor faces:SE AED Assessment Job: 3020 NEW YOUILDING Date: Aug 15,2023 PVP72 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Sote B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:vmw.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY,Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD(°F) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gdlb) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 5,00 4,50 4,00 3,50 3,00 2,50 2,00 1,50 1,00 50 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Haar A Day /!bury /Average /AED Lmt Maximum hourly glazing load exceeds average by 41.0%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 738 Btuh (PFG -ALP) wrightsaftm 2023-Sep-1311:10:49 ,� AMD• a• •ere•-w�mn•, Rigft-Sdte@Universal 2023 23.0.03 RSU26095 Page 10 A/CA P:WYBTGWORKFLOW148350regon Permitffng.rup Calc=MJ8 Front Doer faces:SE AED Assessment Job: 3020 NEW YORK BUILDING Date: Aug 15,2023 IP°`°" PVFY-P182 By: Tom Baccarella New York Building Technology Group 159 M25A BUlding 1 Sdte B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.00m Web:www.NYBTG.com Project • • For: 4835 Oregon Road,Mattituck NY Jeffrey T Butler PE PC 206 Lincoln Street,Riverhead,NY 11901 Phone:(631)208-8850 Email:daniel@butler-ae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(°F) 72 75 Elevation: 82 it Design TD(°F) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gdlb) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 5,00 4,50 4,00 3,500- 3,000-- 2,500-- 2,000-- 1,500-- 1.00D­ 500-- 0 ,503,002,502,001,501,00500 8 9 10 11 12 13 14 15 16 17 18 19 20 H—°f Day /Hvry /Awa9a /PIDLmt Maximum hourly glazing load exceeds average by 36.5%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 1340 Btuh (PFG-ALP) wrightsoft- 2023-Sep-1311:10:49 �, AMa.�•,a. •.,a,h. =.mw.. Rigl1-Sprite9Un1versal202323.0.03 RSU26095 Page 11 �� P:WYBTGWORKFLOWW8350regori PermitUrig.rup Calc=MJ8 Front Door faces:SE NAY/YORK - Right-J®Worksheet J0 Date: ' s IBUIuiD�N,G Date: AUg15,2023 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 State B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Entire House CU 3-MXZ-SM36 2 EVosedwall 699.8 ft 126.8 It 3 Room height 10.1 ft d 10A ft d 4 Room dimensions 5 Room area 8641.0 ftz 1500.0 ft Ty Construction U-value Or HTM Area (ftz) Load Area (ftp Load number (Btuh/ft-'F) (Bor perimeter (ft) (B h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-Osw 0.065 ne 3.66 0.78 1685 1469 5376 1146 400 304 1112 237 DefaultNYBTG 0.320 ne 18.02 22.74 169 0 3036 3831 96 0 1730 2183 Default NYBTG 0.320 ne 18.02 15.92 47 0 853 753 0 0 0 0 1217-09w 0.065 se 3.66 0.78 1920 1714 6274 1337 420 348 1272 271 11 DefaultNYBTG 0.320 se 18.02 28.37 176 0 3166 4985 72 0 1297 2042 Entry Door 0.200 se 11.26 4.64 29 29 330 136 0 0 0 0 W 12F0sw 0.065 sw 3.66 0.78 1601 1322 4836 1031 134 98 359 76 Default NYBTG 0.320 sw 18.02 28.37 126 0 2270 3574 36 0 649 1021 DefaultNYBTG 0.320 sw 18.02 28.37 28 0 504 794 0 0 0 0 11NO 0.350 sw 19.70 8.12 97 97 1920 791 0 0 0 0 Entry Door 0.200 sw 11.26 4.64 28 28 315 130 0 0 0 0 12F-09w 0.065 nw 3.66 T0.78 2110 1875 6861 1462 420 360 1316 280 DefaultNYBTG 0.320 nw 18.02 22.74 115 0 2067 2609 36 0 649 819 Default NYBTG 0.320 nw 18.02 15.92 96 0 1730 1528 0 0 0 0 Entry Door 0.200 nw 11.26 4.64 24 24 270 111 24 24 270 111 C 16X30-Oad 0.408 2.37 0.79 3117 3117 7383 2465 894 894 2116 707 C 1813-21w 0.047 - 2.65 0.83 2169 2169 5739 1804 761 761 2012 633 F 19A-30bsnp 0.034 1.61 0.27 3911 3911 6283 1038 0 0 0 0 F 228-5wpm 0.449 25.28 0.00 570 55 1397 0 0 0 0 0 6 c)AED e=rsion 0 1 0 Emelopeloss(gain 60610 29528 12781 8381 12 a) Infiltration 12879 1036 2417 194 b) Room ventilation 0 0 0 0 13 Internal gains Oooupants@ 230 4 920 2 460 Applianceother 13825 3400 Subtotal(lines 6 to 13) 73489 45309 15199 12435 Less e)demal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 73489 45309 15199 12435 15 Dud loads 7% 3% 5435 1404 10% 3% 1573 391 Total room load 78924 46712 16771 12826 Air required(dm) 4000 4237 1 12001 1200 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. _ - wrigtitsoft 2023-Sep-1311:10:50 Right Suite®Universal 202323.0.03 RSU26095 Pagel �_P:WYBTGWORKFLOWkt8350regon Permitfing.rup.-Calc=MJ8.Front Door faces:SE_ NEW YOPR e�;;o,N� Right-M Worksheet Job: 3020 , Entire House ` date: Aug 15,2023 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name CU 1-PUZ-Al2 CU 2-MXZ-SM36 2 Bxposed wall 325.3 It 167.3 ft 3 Room height 8.0 ft d 8.0 ft d 4 Room dimensions 5 Room area 3910.8 ft= 1891.9 ft2 Ty Construction U-value Or HTM Area (ft) Load Area (ft=) Load number (Btuhlft-°F) (Bor perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 612F-Osw 0.065 ne 3.66 0.78 636 636 2327 496 296 176 645 137 Default NYBTG 0.320 ne 18.02 22.74 0 0 0 0 73 0 1306 1648 Default NYBTG 0.320 ne 18.02 15.92 0 0 0 0 47 0 853 753 12F-0sW 0.065 se 3.66 0.78 612 612 2240 477 240 240 878 187 11 DefaultNYBTG 0.320 se 18.02 28.37 0 0 0 0 0 0 0 0 Entry Door 0.200 se 11.26 4.64 0 0 0 0 0 0 0 0 W 1217-0sw 0.065 sw 3.66 0.78 552 524 1918 409 562 347 1268 270 Default NYBTG 0.320 sw 18.02 28.37 0 0 0 0 90 0 1621 2553 Default NYBTG 0.320 sw 18.02 28.37 0 0 0 0 28 0 504 794 11NO 0.350 sw 19.70 8.12 0 0 0 0 97 97 1920 791 Entry Door 0.200 sw 11.26 4.64 28 28 315 130 0 0 0 0 12F-Osw 0.065 nw 3.66 0.78 802 802 2935 626 240 180 659 140 Default NYBTG 0.320 nw 18.02 22.74 0 0 0 0 60 0 1081 1364 Default NYBTG 0.320 nw 18.02 15.92 0 0 0 0 0 0 0 0 Entry Door 0.200 nw 11.26 4.64 0 0 0 0 0 0 0 0 C 16X30-Oad 0.408 2.37 0.79 0 0 0 0 1892 1892 4481 1496 C 1813-21w 0.047 2.65 0.83 0 0 0 0 0 0 0 0 F 19A-30bswp 0.034 1.61 0.27 3911 3911 6283 1038 0 0 0 0 F 2213-5wpm 0.449 25.28 0.00 0 0 0 0 570 55 1397 0 i 6 c)AED excursion 0 1011 Envelope losslgain 16017 3175 16613 11147 12 a) Infiltration 4581 368 2356 j 189 b) Room venfilation 0 0 0 0 13 Internal gains Occupants @ 230 00 0 0 Applianoeslother 1500 3141 Subtotal(lines6 to 13) 20599 5044 18969 14478 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 u 0 Redistribution 0 0 0 0 14 Subtotal 20599 5044 18969 14478 15 Ductloads 6% 6% 1261 286 6% 3% 1176 401 Total room load 21859 5330 20144 14878 Air required(dm) 400 400 1200 1200 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. A*- wrightsolFta 2023-Sep-1311:10:50 RiACCKgtd Sdte®Universal 2023 23.0.03 RSU26095 Page t -_ _P:WYBTGWORKF.LOW\48350regon Permitfing.np-Calc=MJ8-FrontDoorfaces:SE._ ' NEW YORK BUILGIN G`�_ Right-M Worksheet Job: -3020 Entire House pare: Aug 15,2023' ----- ----N----� -- By. Tom Baccarella New York Building Technology Group 159 Rt25A Bolding 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.00m 1 Room name CU4-PUZ-A36NKA 2 Eposed wall 80.5 ft 3 Room height 18.7 ft d 4 Room dimensions 5 Room area 1338.3 it' Ty Construction U-value Or HTM Area (fl-) Load Area Load number (Btuh/ft-°F) (Btuor perimeter (ft) (Bich) or perimeter Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat cool 6 12F-0sw 0.065 ne 3.66 0.78 353 353 1292 275 --GI Default 0.320 ne 18.02 22.74 0 0 0 0 C Default NYBTG 0.320 ne 18.02 15.92 0 0 0 0 12F-Osw 0.065 se 3.66 0.78 648 515 1884 402 11 Default NYBTG 0.320 se 18.02 28.37 104 0 1869 2943 Entry Door 0.200 se 11.26 4.64 29 29 330 136 W 12F-Osw 0.065 sw 3.66 0.78 353 353 1292 275 Default NYBTG 0.320 sw 18.02 28.37 0 0 0 0 Default NYBTG 0.320 sw 18.02 28.37 0 0 0 0 11NO 0.350 sw 19.70 8.12 0 0 0 0 Entry Door 0.200 sw 11.26 4.64 0 0 0 0 T:� 12F-Osw 0.065 nw 3.66 0.78 648 533 1951 416 G DefaultNYBTG 0.320 nw 18.02 22.74 19 0 338 426 Default NYBTG 0.320 nw 18.02 15.92 96 0 1730 1528 Entry Door 0.200 nw 11.26 4.64 0 0 0 0 C 16X30-Oad 0.408 2.37 0.79 332 332 786 262 C 1813-21w 0.047 2.65 0.83 1408 1408 3727 1172 F 19A-30bswp 0.034 1.61 0.27 0 0 0 0 F 22B-5wpm 0.449 25.28 0.00 0 0 0 0 6 c)AED e)mrsion 0 Envelopeloss(gain 15199 7836 12 a) Infiltration 3525 283 b) Room ventilation 0 0 13 Internal gains: Occupants@ 230 2 460 Appliancestother 5784 Subtotal(lines 6to 13) 18723 14363 Less edemalload 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 18723 14363 15 Ductloads 8% 29/61426 357 Total room load 20149 14721 Air required(dm) 1200 1200 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. t - - wrigF�tsoift• 2023-Sep-1311:10:50 RiACONght-SulteOUniversal 2023 23.0 03 RSU26095 Page 3 PA NYBTG WORKFLOW148350regon P_ermitting.nip..Calc=MJ8_Frort Doorfaces:SE NEW YOPK*IBRight-J®Worksheet Job: 3020 a::DING CU I,/ - PUZ-A 12 Date: Aug 15,2023 New York Building Technology Group By: Tom Baccarella 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:wlwv.NYBTG.com 1 Room name CU 1-PUZ-Al2 BasementAV room 2 E)posed wall 325.3 ft 325.3 It 3 Room height 8.0 ft d 8.0 It heaV000l 4 Room dimensions 1.0 x 3910.8 It 5 Room area 3910.8 ftz 3910.8 f12 Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number (BtuhHtz-°F) (Btuhlttz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 12F Osw 0.065 ne 3.66 0.78 636 636 2327 496 636 636 2327 496 DefaultNYBTGr 0.320 ne 0.00 0.00 0 0 0 0 0 0 0 0 Default NYBTG 0.320 ne 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 se 3.66 0.78 612 612 2240 477 612 612 2240 477 11 Default NYBTG 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 se 0.00 0.00 0 0 0 0 0 0 0 0 W 12F Osiv 0.065 sw 3.66 0.78 552 524 1918 409 552 524 1918 409 Default NYBTG 0.320 sw 0.00 0.00 0 0 0 0 0 0 0 0 Default NYBTG 0.320 sw 0.00 0.00 0 0 0 0 0 0 0 0 11NO 0.350 sro 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 sw 11.26 4.64 28 28 315 130 28 28 315 130 12F-Osw 0.065 nw 3.66 0.78 802 802 2935 626 802 802 2935 626 Default NYBTG 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 DefaultNYBTG 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 16X30-Oad 0.408 0.00 0.00 0 0 0 0 0 0 0 0 C 186-21w 0.047 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-30bsnp 0.034 1.61 0.27 3911 3911 6283 1038 3911 3911 6283 1038 F 22B-5wpm 0.449 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 0 0 Emelopeloss/gain 16017 3175 16017 3175 12 a) Infiltration 4581 368 4581 368 b) Room wntilation 0 0 0 0 13 Internal gains: Oaupants@ 230 0 0 0 0 Applianceslother 1500 1500 Subtotal(lines 6 to 13) 20599 5044 20599 5044 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20599 5044 20599 5044 15 Dud loads 6% 6% 1261 286 6% 6% 1261 286 Total room load 21859 5330 21859 5330 Air required(dm) 400 4001 1 4001 400 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. -•FWwrightsoft" 2023-Sep-1311:10:50 """"" "' Right-Sdte®Ureversal2D2323.0.03RSU26095 Page -_.--<_ P.\NYBTGWORKFLOWk8350regon_Permitting.rp Calc=MJ8 Front Door faces:.SE..__ NEW YORK Right-J®Worksheet ------- Job.-- soio_�.__._ m1,, e^iiomq Date: Aug 15,2023 CU 2 - MXZ-SM36 New York Building Technology Group By: Tom Baccarella 159 Rt25A BUlding 1 Suite B,Miller Place,W1 1764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name CU 2-MXZ SM36 PKFY-P06(2) 2 Exposed v✓all 167.3 ft 19.5 ft 3 Room height 8.0 ft d 8.0 ft p 4 Room dimensions 5 Room area 1891.9 ftp 325.6 ftz Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (BtuW-°F) (Bor perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1217-Osw 0.065 ne 3.66 0.78 296 176 645 137 72 36 132 28 Default NYBTG 0.320 ne 18.02 22.74 73 0 1306 1648 36 0 649 819 Default NYBTG 0.320 ne 18.02 15.92 47 0 853 753 0 0 0 0 12F-0sw 0.065 se 3.66 0.78 240 240 878 187 0 0 0 0 11 G Default NYBTG 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 se 0.00 0.00 0 0 0 0 0 0 0 0 W 12F-Osw 0.065 sw 3.66 0.78 562 347 1268 270 84 56 205 44 Default NYBTG 0.320 sw 18.02 28.37 90 0 1621 2553 0 0 0 0 DefaultNYBTG 0.320 sw 18.02 28.37 28 0 504 794 28 0 504 794 11N0 0.350 sw 19.70 8.12 97 97 1920 791 0 0 0 0 Entry Door 0.200 sw 0.00 0.00 0 0 0 0 0 0 0 0 12F-OsN 0.065 nw 3.66 0.78 240 180 659 140 0 0 0 0 Default NYBTG 0.320 nw 18.02 22.74 60 0 1081 1364 0 0 0 0 Default NYBTG 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 16X30-Oad 0.408 2.37 0.79 1892 1892 4481 1496 326 326 771 258 C 1813-21w 0.047 - 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-30bsAp 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F 22B-5wpm 0.449 25.28 0.00 570 55 1397 0 0 0 0 0 6 c)AED exajrsion 1011 376 Envelope losslgain 16613 11147 2261 2318 12 a) Infiltration 2356 189 275 22 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Appliano:s/other 3141 341 Subtotal(lines 6 to 13) 18969 14478 2536 2681 Less e)demal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18969 14478 2536 2681 15 Ductloads 6% 3% 1176401 10% 3% 243 83 Total room load T20144 14878 2779 2764 Airrequired(cfm) 1200 1200 166 222 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -1i- wrigtitsoft� 2023-Sep-1311:10:50 ACCP Right-Sulte®Ur9versal 2023 23.0.03 RSU26095 Page 5- __.. P:WYBTG WORKFLOWk1835Oregon Permitting.nu ,Calc=MJ8-Front Door faces:SE--- NEW VUFRight-J®Worksheet Job- aozo K IB U'IO�NG ' CU 2 - MXZ-SM36 Date: To 15 2023 By: ToBaccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,W1 1764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name PVFY-P08(1) PKFY-P06(1) 2 Exposed wall 21.5 ft 55.3 ft 3 Room height 8.0 ft p 8.0 ft p 4 Room dimensions 5 Room area 381.3 T. 570.0 fP Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number (Btuhlft-°F) (Bor perimeter (ft) (Btuh) or perimeter (ft) (Bbuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 612FOsw 0.065 ne 3.66 0.78 0 0 0 0 60 60 220 47 DefaultNYBTG 0.320. ne 18.02 22.74 0 0 0 0 0 0 0 0 III��� DefaultNYBTG 0.320 ne 18.02 15.92 0 0 0 0 0 0 0 0 12F-0sw 0.065 se 3.66 0.78 50 50 183 39 190 190 695 148 11 Default NYBTG 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 se 0.00 0.00 0 0 0 0 0 0 0 0 W 1217-Osw 0.065 sw 3.66 0.78 122 68 249 53 192 95 346 74 DefaultNYBTG 0.320 sw 18.02 28.37 54 0 973 1532 0 0 0 0 Default NYBTG 0.320 sw 18.02 28.37 0 0 0 0 0 0 0 0 11N0 0.350 sw 19.70 8.12 0 0 0 0 97 97 1920 791 Entry Door 0.200 sw 0.00 0.00 0 0 0 0 0 0 0 0 12FOsw 0.065 nw 3.66 0.78 0 0 0 0 0 0 0 0 DefaultNYBTG 0.320 nw 18.02 22.74 0 0 0 0 0 0 0 0 Default NYBTG 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 16X30-Oad 0.408 2.37 0.79 381 381 903 302 570 570 1350 451 C 1813-21w 0.047 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-30bswp 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F 2213-5wpm 0.449 25.28 0.00 0 0 0 0 570 55 1397 0 6 c)AED excursion 1210 0 Envelope losstgain 2308 3136 5927 1511 12 a) Infiltration 303 24 778 63 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Applianoeslother 1400 0 Subtotal(lines 6 to 13) 2610 4560 6705 1573 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2610 4560 6705 1573 15 Dud loads 10% 3% 250 141 0% 0% 0 0 Total room load 2861 4701 6705 1573 Airrequired(dm) 170 377 1 399 126 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -i 1.r wrYgt�tsoft' 2023-Sep-1311:10:50 Right Sute®Uruversal 2023 23.0.03 RSU26095 _-- _P:VJYBTG WORKFLO.WW835Oregon.Permitti Page 6 - _ ng.n�_.Calc s_Md8 Front Door.faces:SE-- NEW YORK __.._Right-J®Worksheet .iob. 3ozo I9U;DING Date: Aug 15,2023 CU 2 - Z SM36 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name PVFY-P12 2 Erposed vrall 71.0 ft 3 Room height 8.0 ft p 4 Room dimensions 5 Room area 615.0 W Ty Construction U-valueOr HTM Area (ftz) Load Area Load number (Btuh/ftz--°F)` (Bor perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-Osw 0.065 ne 3.66 0.78 164 80 293 63 Default NYBTG 0.320 ne 18.02 22.74 37 0 658 830 Default NYBTG 0.320 ne 18.02 15.92 47 0 853 753 12F-Osw 0.065 se 3.66 0.78 0 0 0 0 11 Default NYBTG 0.320 se 0.00 0.00 0 0 0 0 Entry Door 0.200 se 0.00 0.00 0 0 0 0 w 12F-09w 0.065 sw 3.66 0.78 164 128 468 100 Default NYBTG 0.320 sw 18.02 28.37 36 0 649 1021 Default NYBTG 0.320 sa 18.02 28.37 0 0 0 0 11NO 0.350 sw 19.70 8.12 0 0 0 0 Entry Door 0.200 sw 0.00 0.00 0 0 0 0 1 0.065 nw 3.66 0.78 240 180 659 140 Default NYBTG 0.320 nw 18.02 22.74 60 0 1081 1364 DefaultNYBTG 0.320 nw 0.00 0.00 0 0 0 0 Entry Door 0.200 nw 0.00 0.00 0 0 0 0 C 16X30-Oad 0.408 2.37 0.79 615 615 1457 486 C 1813-21w 0.047 0.00 0.00 0 0 0 0 F 19A-30bswp 0.034 0.00 0.00 0 0 0 0 F 22B-5wpm 0.449 25.28 0.00 0 0 0 0 6 c)AED emersion 738 Envelope loss/gain 6117 5496 12 a) Infiltration 1000 80 b) Room ventilation 0 0 13 Internal gains Ooarpants @ 230 0 0 ApplianoesUher 1400 Subtofal(lines 6to13) 7117 6976 Less edemalload 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 7117 6976 15 Dudloads 10% 3% 682 216 FTTotal room load 7799 7193 Air required(cli ) 465 5771 1 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -FW 2023-Sep-1311:10:50 Right-SuiteO Universal 2023 23.0.03 RSU26095 Page _P:WYBTGWORKELOWW8350regonPermitting.rup,Calc-MJ8_.Fror4Door faces:SE, --- 7 ._._.�.___.._ - -- --F-• -:NEW YORK --Right-J®Worksheet � Job: 3020 _._...._.�...�._.. IBUIv,DiNG n CU 3 - MXZ-SM36 Date: To 15,2023 By: ToBaccarella New York Building Technology Group 159 Rt 25A Building 1 State B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.00m Web:www.NYBTG.com 1 Room name CU 3-MXZ-SM36 PVFY-P182 2 Exposed wall 126.8 it 67.5 It 3 Room height 10.4 ft d 8.0 ft p 4 Room dimensions 5 Room area 1500.0 ftz 841.8 ftz Ty Construdion U-value Or HTM Area (ft) Load Area (ftp Load number (Btuh/ft--°F) (BtuhltP) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 61217-0sw 0.065 ne 3.66 0.78 400 304 1112 237 240 180 659 140 -( Default NYBTG 0.320 ne 18.02 22.74 96 0 1730 2183 60 0 1081 1364 L-C Default NYBTG 0.320 ne 0.00 0.00 0 0 0 0 0 0 0 0' 1217-Osw 0.065 se 3.66 0.78 420 348 1272 271 240 168 615 131 11 Default NYBTG 0.320 se 18.02 28.37 72 0 1297 2042 72 0 1297 2042 Entry Door 0.200 se 0.00 0.00 0 0 0 0 0 0 0 0 W ' 12F-Osa 0.065 sw 3.66 0.78 134 98 359 76 60 60 220 47 Default NYBTG 0.320 sw 18.02 28.37 36 0 649 1021 0 0 0 0 Default NYBTG 0.320 sw 0.00 0.00 0 0 0 0 0 0 0 0 11N0 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 sw 0.00 0.00 0 0 0 0 0 0 0 0 T:� 12F-Osw 0.065 nw 3.66 0.78 420 360 1316 280 0 0 0 0 DefaultNYBTG 0.320 nw 18.02 22.74 36 0 649 819 0 0 0 0 DefaultNYBTG 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 D Entry Door 0.200 nw 11.26 4.64 24 24 270 111 0 0 0 0 C 16X30-Oad OA08 2.37 0.79 894 894 2116 707 841 841 1991 665 C 186-21w 0.047 2.65 0.83 761 761 2012 633 0 0 0 0 F 19A-30bswp 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F 22B-5wpm 0.449 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 0 1 1340 Envelope losslgain 12781 8381 5862 5729 12 a) Infiltration 2417 194 951 76 b) Room ventilation 0 0 0 0 13 Internal gains: Oaupants@ 230 2 460 0 0 Applianceslather 3400 1400 Subtotal(lines6 to 13) 15199 12435 6813 7206 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 15199 12435 6813 7206 15 Dud loads 10% 3% 1573 391 10% 3% 705 227 Total room load 16771 12826 7518 7433 Air required(dm) 1 1 1200 1200 1 1 5381 659 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. 4- wrigtitsoR" 2023-Sep-1311:10:50 .45ffA Right-State®Universal 2023 23.0.03 R31-126095 Page 8 „._P:WYBTG.WORKFLOWk835Oregon_P..ermit6ng.rtp_.Calc=MJ8-.FrordDoor faces:SE_� NEW YANK Rig ht-J®Works heet Job: �-3ozo ' BU"4'UING C/ U 3 - MXZ-SM36 Date: Aug 15,2023 By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NYI1764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name PVFY-PO8(2) 2 Eposed wall 59.3 ft 3 Room height 13.4 ft p 4 Room dimensions 5 Room area 658.2 ft Ty Construction U-value Or HTM Area (T) Load Area Load number (Btuh/W--°F) (Bor perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 12F-Osw 0.065 ne 3.66 0.78 160 124 454 97 DefaultNYBTG 0.320 ne 18.02 22.74 36 0 649 819 Default NYBTG 0.320 ne 0.00 0.00 0 0 0 0 12F-Osvv 0.065 se 3.66 0.78 180 180 657 140 11 Default NYBTG 0.320 se 18.02 28.37 0 0 0 0 Entry Door 0.200 se 0.00 0.00 0 0 0 0 W 12F-Osw 0.065 sw 3.66 0.78 74 38 139 30 Default NYBTG 0.320 sw 18.02 28.37 36 0 649 1021 Default NYBTG 0.320 sw 0.00 0.00 0 0 0 0 11NO 0.350 sw 0.00 0.00 0 0 0 0 Entry Door 0.200 sw 0.00 0.00 0 0 0 0 1217-0sro 0.065 nw 3.66 0.78 420 360 1316 280 Default NYBTG 0.320 nw 18.02 22.74 36 0 649 819 Default NYBTG 0.320 nw 0.00 0.00 0 0 0 0 Entry Door 0.200 nw 11.26 4.64 24 24 270 111 C 16X30-Oad 0.408 2.37 0.79 53 53 125 42 C 18B-21w 0.047 2.65 0.83 761 761 2012 633 F 19A-30bW 0.034 0.00 0.00 0 0 0 0 F 2213-5wpm 0.449 0.00 0.00 0 0 0 0 6 c)AED excursion 1 813 EnNelopeloss/gain 6919 4804 12 a) Infiltration 1467 118 b) Room ventilation 0 0 13 Internal gains Oooupants@ 230 2 460 Appliancesrother 2000 Subtotal(lines 6 to 13) 8385 7382 Less edemalload 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 83851 7382 15 Ductloads 10% 3% 8681 232 Total room load 9253 7614 Air required(dm) 662 675 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -Fl.f wrigtitsoftm 2023-Sep-1311:10:50 Right Suite®Universal 2023 23.0.03 RSU26095 Page 9 .___._.P.:\N BTG.WORKFLOWW8350regon Permitting.rup._Calc=MJ8,,FrontDoorfaces:SE_ _ _ __.____,__ __.___ :.._____:___._. _ • .- _ - ,& M)Worksheet. gab:-. 3020.._�.__.�._��....__._..__:____._ NEW YOFK I'UIL9!NG' Date: 15, 2023 CU 4 - PUZ-A36NKA Tom By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Sprite B,Miller Place,W1 1764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:wawv.NYBTG.com 1 Room name CU 4-PUZ-A36NKA Kitchen/Dining 2 Exposed wall 80.5 ft 30.5 It 3 Room height 18.7 it d 8.0 ft heat/ool 4 Room dimensions 15.3 x 33.3 it 5 Room area 1338.3 T 507.1 fz Ty Construction U-value Or HTM Area (ftp Load Area (ft-) Load number (Btuh/itz-°F) (Bor perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1217Osw 0.065 ne 3.66 0.78 353 353 1292 275 0 0 0 0 Default NYBTG 0:320 ne 0.00 0.00 0 0 0 0, 0- 0 0 0 Default NYBTG 0.320 ne 0.00 0.00 0 0 0 ..0 0 0 0 0 12F-0sw 0.065 se 3.66 0.78 648 515 1884 402 122 95 348 74 11 Default NYBTG 0.320 se 18.02 28.37 104 0 1869 2943 27 0 486 766 Entry Door 0.200 se 11.26 4.64 29 29 330 136 0 0 0 0 1217 Osw 0.065 sw, 3.66 0.78 353 353 1292 275 0 0 0 0 Default NYBTG 0.320 sw 0.00 0.00 0 0 0 0 0 0 0 0 Default NYBTG 0.320 sw 0.00 0.00 0 0 0 0 0 0 0 0 11N0 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 svv 0.00 0.00 0 0 0 0 0 0 0 0 12F-OsN 0.065 nw 3.66 0.78 648 533 1951 416 122 74 271 58 Default NYBTG 0.320 nw 18.02 22.74 19 0 338 426 0 0 0 0 DefaultNYBTG 0.320 nw 18.02 15.92 96 0 1730 1528 48 0 865 764 Entry Door 0.200 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 16X30-Oad 0.408 - 2.37 0.79 332 332 786 262 122 122 289 96 C 1813-21w 0.047 - 2.65 0.83 1408 1408 3727 1172 0 0 0 0 F 19A-30bW 0.034 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22B-5wpm 0.449 - 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 0 -82 Emelope loss/gain 15199 7836 2259 1676 12 a) Infiltration 3525 283 430 35 b) Room\entilation 0 0 0 0 13 Internal gain& Oocupants@ 230 2 460 0 0 Appliancedother 5784 3784 Subtotal(lines 6 to 13) 18723 14363 2688 5494 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18723 14363 2688 5494 15 Dudloads 8% 2%1 1426 357 8% 2% 2051 137 ITTotal room load 20149 14721 2893 5631 Air required(dm) 1200 1200 172 459 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -�- wrightsoft 2023-Sep-1311:10:50 Right-Sdte(DUdversal 2023 23.0.03 RSU26095 Page 10 .:i--N,P_:VYBTG,WORKFLOWk1835OregorL.P.ermitting.rup.4Calc=MJ&.FrontDoor faces::SE---...i-•_-..,- Right-J®Worksheet Job: 3020 • NEW YOFRIB aI �ING /+ CU 4 - PUZ-A36NKA Date: Aug 15,2023 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,W1 1764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:vmw.NYBTG.com 1 Room name Foyer Bath 1 2 E>posed wall 13.0 ft 6.8 ft 3 Room height 8.0 It heat/000l 8.0 It heat/cool 4 Room dimensions 13.0 x 7.8 ft 6.8 x 7.8 It 5 Room area 100.8 It52.3 ft? Ty Construction U-value Or HTM Area (ft) Load Area (ftp) Load number (Btuhtft;°F) (Btuhlit=) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6T-1 12FOsw 0.065 ne 3.66 0.78 0 0 0 0 0 0 0 0 Default NYBTG 0.320 ne 0.00 0.00 0 0 0 0 0 0 0 0 DefaultNYBTG 0.320 ne 0.00 0.00 0 0 0 0 0 0 0 0 1217-0sw 0.065 se 3.66 0.78 104 43 156 33 54 41 148 32 11 Default NYBTG 0.320 se 18.02 28.37 32 0 577 908 14 0 243 383 Entry Door 0.200 se 11.26 4.64 29 29 330 136 0 0 0 0 W 12F-Osw 0.065 sN 3.66 0.78 0 0 0 0 0 0 0 0 Default NYBTG 0.320 sN 0.00 0.00 0 0 0 0 0 0 0 0 DefaultNYBTG 0.320 sw 0.00 0.00 0 0 0 0 0 0 0 0 11N0 0.350 sm 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 sN 0.00 0.00 0 0 0 0 0 0 0 0 12F-OsN 0.065 nw 3.66 0.78 0 0 0 0 0 0 0 0 Default NYBTG 0.320 nw 18.02 22.74 0 0 0 0 0 0 0 0 DefaultNYBTG 0.320 nw 18.02 15.92 0 0 0 0 0 0 0 0 Entry Door 0.200 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 16X30-Oad 0.408 2.37 0.79 101 101 239 80 52 52 124 41 C 18B-21w 0.047 2.65 0.83 0 0 0 0 0 0 0 0 F 19A-30bsvop 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F 22B-5wpm 0.449 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 132 56 Envelope losstgain 1302 1289 515 512 12 a) Infiltration 183 15 95 8 b) Room ventilaticn 0 0 0 0 13 Internal gains Oc upants @ 230 0 0 0 0 Appliancestother 0 0 Subtotal(lines 6 to 13) 1485 1303 610 520 Less eAemal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution0 0 0 0 14 Subtotal 1485 1303 610 520 15 Dud loads 8% 2% 113 32 8% 2% 46 13 FTTotal room load 1598 1336 657 533 Ajr required(cfm) 1 95 109 1 39 43 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -FW 2023-Sep-1311:10:50 Right-SuiteOUrrversal202323.0.03RSU26095 - - Page 11 AC .A_P:WYBTG WORKFLO.Wk1835Oregon Permitting.nQ Calc-MJ8-Front Door faces:SE-, Right-J®Worksheet Job: 3020 - NEW VOFK IBU±EG�NG Date: Aug 15,2023 CU 4 - PUZ-A36NKA By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name Living 2 Exposed wall 30.3 ft 3 Room height 29.2 ft heat/000l 4 Room dimensions 1.0 x 678.2 ft 5 Room area 678.2 ft Ty Construction U-value Or HTM Area (W) Load Area Load number (Btuhflt2_°F) (BtuhAF) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1217-0sw 0.065 ne 3.66 0.78 353 353 1292 275 DefaultNYBTG 0.320 ne 0.00 0.00 0 0 0 0 Default NYBTG 0.320 ne 0.00 0.00 0 0 0 0 12F-Osw 0.065 se 3.66 0.78 368 337 1232 263 11 Default NYBTG 0.320 se 18.02 28.37 31 0 563 886 Entry Door 0.200 se 11.26 4.64 0 0 0 0 W 12F-Osw 0.065 sw 3.66 0.78 353 353 1292 275 DefaultNYBTG 0.320 sw 0.00 0.00 0 0 0 0 Default NYBTG 0.320 sw 0.00 0.00 0 0 0 0 11NO 0.350 sw 0.00 0.00 0 0 0 0 Entry Door 0.200 sw 0.00 0.00 0 0 0 0 Default O.320 nw 3.66 0.78 526 459 1681 358 I��-pCG Default NYBTG 0.320 nw 18.02 22.74 19 0 338 426 Default NYBTG 0.320 nw 18.02 15.92 48 0 865 764 Entry Door 0.200 nw 0.00 0.00 0 0 0 0 C 16X30-Oad 0.408 2.37 0.79 57 57 134 45 C 1813-21w 0.047 2.65 0.83 1408 1408 3727 1172 F 19A-30bs W 0.034 0.00 0.00 0 0 0 0 F 22B-5wpm 0.449 - 0.00 0.00 0 0 0 0 61 c)AED excursion -105 Envelope loss(gain 11123 4359 12 a) Infiltration 2817 227 b) Room venfilafion 0 0 13 Internal gains Occupants@ 230 2 460 Applianoestother 2000 Subtotal(lines 6 to 13) 13940 7046 Less extemalload 0 0 Lesstransfer 0 0 Redistribution 0 0 14 Subtotal 13940 7046 15 Dud loads 8% 20/. 1062 175 Total room load 15002 7221 Air required(dm) 1 893 589 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. F- wrightsoft'• 2023-Sep-1311:10:50 '•-..... Right-Sate®Urriversal202323.0.03RSU26095 =P.:WYBTG WORKFLOWkf835Oregon Permitting. Page 12 _ ru{�_Calc=_MJS..FrordDoorfaces:SE__ • NEW YORK � FUltblflG Right-J®Worksheet Job: 3020 PKFY-P06 1 Date: Aug 15,2023 New York Building Technology Group By: Tom Baccarella 159 Rt 25A Bolding 1 State B,Miller Place,W1 1764 Phone:631-495-0289 Email:Tam@rrybtg.com Web:www.NYBTG.cem 1 Room name PKFY-P06(1) Garage-tempering 2 Exposed wall 55.3 ft 55.3 It 3 Room height 8.0 ft p 8.0 It heat/000l 4 Room dimensions 23.8 x 24.0 ft 5 Room area 570.0 ftz 570.0 It' Ty Construction U-value Or HTM Area (ftp Load Area (fl-) Load number (BtuhfitMF) (Btuor perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VL12F-0sw 0.065 ne 3.66 0.78 60 60 220 47 60 60 220 47 Default NYBTG 0.320 ne 0.00 0.00 0 0 0 0 0 0 0 0 DefaultNYBTG 0.320 ne 0.00 0.00 0 0 0 0 0 0 0 0 1217-Osw 0.065 se 3.66 0.78 190 190 695 148 190 190 695 148 11 Default NYBTG 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 se 0.00 0.00 0 0 0 0 0 0 0 0 W 12F-0sw 0.065 sw 3.66 0.78 192 95 346 74 192 95 346 74 DefaultNYBTG 0.320 sw 0.00 0.00 0 0 0 0 0 0 0 0 Default NYBTG 0.320 sw 0.00 0.00 0 0 0 0 0 0 0 0 11N0 0.350 sw 19.70 8.12 97 97 1920 791 97 97 1920 791 Entry Door 0.200 sw 0.00 0.00 0 0 0 0 0 0 0 0 12FOsw 0.065 nw 0.00 0.00 0 0 0 0 0 0 0 0 Default NYBTG 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 DefaultNYBTG 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 16X30-Oad 0.408 2.37 0.79 570 570 1350 451 570 570 1350 451 C 18B-21w 0.047 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-30bswp 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F 22B-5wpm 0.449 25.28 0.00 570 55 1397 0 570 55 1397 0 6 c)AED excursion 0 0 Envelope Iossrgain 5927 1511 5927 1511 12 a) Infiltration 778 63 778 63 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoes/other 0 0 Subtotal(lines 6 to 13) 6705 1573 6705 1573 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6705 1573 6705 1573 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load 6705 1573 67051573 Air required(dm) 399 126 399 126 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -F4d- wrightsotFt 2023-Sep-1311:10:50 .ACCP. Right-SuiteOUniversal 2023 23.0.03 RSU26095 Page 13, P:WYBTGWORKFLOWY38350regon Permitting.rup-Calc=MJ8 FrontDoocfaces:SE_ NEW YORK '�k' AU�LOING Right-JO Worksheet Job: 3020 PKFY POs 2 Date: Aug 15,2023 By: Torn Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite 13,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:vA w.N1BTG.com 1 Room name PKFY-PO6(2) Mud 2 Exposed wall 19.5 ft 19.5 ft 3 Room height 8.0 ft p 8.0 ft heatlwol 4 Room dimensions 1.0 x 325.6 ft 5 Room area 325.6 ft' 325.6 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ftz) Load number (Btuhlftz-°F) (Bor perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1217-0sw 0.065 ne 3.66 0.78 72 36 132 28 72 36 132 28 Default NYBTG 0.320 ne 18.02 22.74 36 0 649 819 36 0 649 819 Default NYBTG 0.320 ne 0.00 0.00 0 0 0 0 0 0 0 0 12F OsN 0.065 se 0.00 0.00 0 0 0 0 0 0 0 0 11 Default NYBTG 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 se 0.00 0.00 0 0 0 0 0 0 0 0 W 12F-Osw 0.065 sw 3.66 0.78 84 56 205 44 84 56 205 44 Default NYBTG 0.320 sw 0.00 0.00 0 0 0 0 0 0 0 0 Default NYBTG 0.320 sw 18.02 28.37 28 0 504 794 28 0 504 794 11NO 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 sw 0.00 0.00 0 0 0 0 0 0 0 0 1217-0snr 0.065 nw 0.00 0.00 0 0 0 0 0 0 0 0 DefaultNYBTG 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 Default NYBTG 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 16X30-Oad 0.408 - 2.37 0.79 326 326 771 258 326 326 771 258 C 1813-21w 0.047 - 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-30bswp 0.034 - 0.00 0.00 0 0 0 0 0 0 0 0 F 2213-5wpm 0.449 - 0.00 0.00 0 0 0 0 0 0 0 0 i 61 c)AED excursion 1 376 1376 Envelope loss/gain 2261 2318 2261 2318 12 a) Infiltration 275 22 275 22 b) Room ventilation 0 0 0 0 13 Internal gains: Ooupants@ 230 0 0 0 0 Applianceslother 341 341 Subtotal(lines 6 to 13) 2536 2681 2536 2681 Less eQemalload/ 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2536 2681 2536 2681 15 Dud loads 10% 3% 243 83 10% 3% 243 83 Total room load 2779 2764 2779 2764 Air required(cfrn) 166 2221 1 166 222 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -Fl-F- 2023-Sep-1311:10:50 Right-Suite®Universal 2023 23.0.03 RSU26095 Page 14 P:WYBTGWORKFLOW148350regon Permitting.rup_Calc=MJ8_FrortDoorfaces:SE NEV!YORK Right-JO Worksheet Job: sono `�.._. • eU UL'�iNG PVFY--P08 (1) Date: Aug 15,2023 By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,W1 1764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.N1BTG.com 1 Room name PVFY-P08(1) Bath 2 2 F_.)posed wall 21.5 ft 0 ft 3 Room height 8.0 ft p 8.0 ft heat/cool 4 Room dimensions 6.5 x 11.0 It 5 Room area 381.3 ft 71.5 ft Ty Construction U-value Or HTM Area (fly Load Area (It) Load number (Btuhlff-°F) (Btuhlttz) or perimeter (ft) (B h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 612F-09N 0.065 ne 0.00 0.00 0 0 0 0 0 0 0 0 �-G Default NYBTG 0.320 ne 0.00 0.00 0 0 0 0 0 0 0 0 L-G Default NYBTG 0.320 ne 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 se 3.66 0.78 50 50 183 39 0 0 0 0 11 DefaultNYBTG 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 se 0.00 0.00 0 0 0 0 0 0 0 0 W 12F-OsN 0.065 sw 3.66 0.78 122 68 249 53 0 0 0 0 Default NYBTG 0.320 sN 18.02 28.37 54 0 973 1532 0 0 0 0 Default NYBTG 0.320 sN 0.00 0.00 0 0 0 0 0 0 0 0 11N0 0.350 sN 0.00 0.00 01 0 0 0 0 0 0 0 Entry Door 0.200 sw 0.00 0.00 0 0 0 0 0 0 0 0 12F-OsN 0.065 nw 0.00 0.00 0 0 0 0 0 0 0 0 Default NYBTG 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 Default NYBTG 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 16X30-Oad 0.408 2.37 0.79 381 381 903 302 72 72 169 57 C 188-21w 0.047 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-30bswp 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F 22B-5wpm 0.449 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED exarsion 1 1210 1 0 Envelope loss/gain 2308 3136 169 57 12 a) Infiltration 303 24 0 0 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Appliances/other 1400 0 Subtotal(lines6 to 13) 2610 4560 169 57 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2610 4560 169 57 15 Ductloads 10% 3% 250 141 10% 3% 16 2 Total room load 2861 4701 186 58 Air required(dm) 170 3T7 11 5 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -F�.F- wrOghtsoTt^ 2023-Sep-1311:10:50 Right-SuiteO Universal 2023 23.0.03 RSU26095 15* ACCK KWg.rL ._ age P:WYBTGWOR � =. rt - --�._»...�,�....-.�..NEW YOFK _p Right-J®Worksheet_, Job: 3020 I8 a'.L1�NG Date: Aug 15,2023 PVFY-P08 (1) By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.eom 1 Room name Bed 2 2 Exposed wall 21.5 It 3 Room height 8.0 ft heat/000l 4 Room dimensions 1.0 x 309.8 ft 5 Room area 309.8 ftz Ty Consirudion U-value Or HTM Area (ftp) Load Area Load number (Btuh/ff--°F) (Btuh/ft) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612F-0sw 0.065 ne 0.00 0.00 0 0 0 0 l-G Default NYBTG 0.320. ne 0.00 0.00 0 0 0 0 I-G Default NYBTG 0.320 ne 0.00 0.00 0 0 0 0 �j12F-Os 0.065 se 3.66 0.78 50 50 183 39 11 G Default NYBTG 0.320 se 0.00 0.00 0 0 0 0 I-p Entry Door 0.200 se 0.00 0.00 0 0 0 0 W 12F-Osw 0.065 sw 3.66 0.78 122 68 249 53 Default NYBTG 0.320 sw 18.02 28.37 54 0 973 1532 Default NYBTG 0.320 sw 0.00 0.00 0 0 0 0 11NO 0.350 sw 0.00 0.00 0 0 0 0 Entry Door 0.200 sw 0.00 0.00 0 0 0 0 12F-Osw 0.065 nw 0.00 0.00 0 0 0 0 Default NYBTG 0.320 nw 0.00 0.00 0 0 0 0 Default NYBTG 0.320 nw 0.00 0.00 0 0 0 0 Entry Door 0.200 nw 0.00 0.00 0 0 0 0 C 16X30-Oad 0.408 2.37 0.79 310 310 734 245 C 18B-21w 0.047 0.00 0.00 0 0 0 0 F 19A-30bswp 0.034 0.00 0.00 0 0 0 0 F 22B-5wpm 0.449 0.00 0.00 0 0 0 0 61 c)AED excursion 1 12101 1 Envelope lossrgain 2138 3079 12 a) Infiltration 303 24 b) Room ventilation 0 0 13 Internal gains Oaupants@ 230 0 0 Applianoes/other 1400 Subtotal(lines6 to 13) 2441 4503 Less extemalload 0 0 Lesstransfer 0 0 Redistribution 0 0 14 Subtotal 2441 4503 15 Dudloads 10% 3% 2341 140 Total room load 2675 46431 1 Air required(dm) 1 1 159 372 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. _ AW 2023-Sep-1311:10:50 Right-Suite®Universal 2023 23.0.03 RSU26095 Page 16 _ A_P.:WYBTG.WORKFLO.W\4835oregonP..ermithr)g.rup-.Calc=,MJ8,FrortDoor.faces:SE.-__. NEW YORK Right-J®Worksheet Job: 3020 ' t B^I'L'�IN,G PVFY-P08 (2) Date: Aug 15,2023 New York Building Technology Group By: Tam Baccarella 159 Rt 25A Building 1 Sudte B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name PVFY-P08(2) Family 2 Exposed wall 59.3 ft 59.3 ft 3 Room height 13.4 ft p 13.9 ft heat/cool 4 Room dimensions 30.0 x 20.0 ft 5 Room area 658.2 ft' 600.0 ftz Ty Construdion U-value Or HTM Area (ftz) Load Area (ft) Load number (Btuh/ftz-°F) (Btuh/ftz) or perimeter (ft) (13 h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-0sw 0.065 ne 3.66 0.78 160 124 454 97 160 124 454 97 Default NYBTG 0.320 ne 18.02 22.74 36 0 649 819 36 0 649 819 Default NYBTG 0.320 ne 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 se 3.66 0.78 180 180 657 140 180 180 657 140 11 G Default NYBTG 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 se 0.00 0.00 0 0 0 0 0 0 0 0 W 12F-0sw 0.065 sw 3.66 0.78 74 38 139 30 74 38 139 30 Default NYBTG 0.320 sw 18.02 28.37 36 0 649 1021 36 0 649 1021 DefaultNYBTG 0.320 sw 0.00 0.00 0 0 0 0 0 0 0 0 11N0 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 sw 0.00 0.00 0 0 0 0 0 0 0 0 12F Osw 0.065 nw 3.66 0.78 420 360 1316 280 420 360 1316 280 Default NYBTG 0.320 nw 18.02 22.74 36 0 649 819 36 0 649 819 Default NYBTG 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 nw 11.26 4.64 24 24 270 111 24 24 270 111 C 16X30-Oad 0.408 2.37 0.79 53 53 125 42 1 1 2 1 C 18B-21w 0.047 2.65 0.83 761 761 2012 633 761 761 2012 633 F 19A-30bswp 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F 22B-5wpm 0.449 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 813 813 Envelope loss/gain 6919 4804 6795 4762 12 a) Infiltration 1467 118 1467 118 b) Room rentrlation 0 0 0 0 13 Internal gains: Oocupants@ 230 2 460 2 460 Applianoes/other 2000 2000 Subtotal(lines 6 to 13) 8385 7382 8262 7340 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8385 7382 8262 7340 15 Dud loads 10% 3% 868 232 10% 3% 855 231 Total room load T9253 7614 9117 7571 Air required(dm) 662 675 652 672 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -1 -F- 2023-Sep-1311:10:50 Right-Suite®Universal 2023 23.0.03 RSU26095 Page 17 _P..:WYBTGWORKFLOWk1835Oregon PermitGpg.rup.Calc=MJ8_FrontDoorfaces:SE__ Right-J®Worksheet Job: 3020 . . NEW YOFR �� la, Date: Aug 15,2023 PVFY-P08 (2) By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,W1 1764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Stairsl 2 E)posed wall 0 ft 3 Room height 8.0 ft heaYbool 4 Room dimensions 4.8 x 12.3 ft 5 Room area 58.2 ft2 Ty Construction U-value Or HTM Area (ft) Load Area Load number (Btuh/ft=-°F) (Bor perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat . Cool Gross N/P/S Heat Cool 6 1217-0sw 0.065 ne 3.66 0.78 0 0 0 0 I--G Default NYBTG 0.320 'ne 18.02 22.74 0 0 0 0 I-G Default NYBTG 0.320 ne 0.00 0.00 0 0 0 0 �j 12F-Osw 0.065 se 3.66 0.78 0 0 0 0 11 I--G DefaultNYBTG 0.320 se 0.00 0.00 0 0 0 0 �p Entry Door 0.200 se 0.00 0.00 0 0 0 0 W 1217-0sw 0.065 sw 3.66 0.78 0 0 0 0 Default NYBTG 0.320 sw 18.02 28.37 0 0 0 0 Default NYBTG 0.320 sw 0.00 0.00 0 0 0 0 11N0 0.350 sw 0.00 0.00 0 0 0 0 Entry Door 0.200 sw 0.00 0.00 0 0 0 0 1217-0sw 0.065 nw 3.66 0.78 0 0 0 0 Default NYBTG 0.320 nw 18.02 22.74 0 0 0 0 Default NYBTG 0.320 nw 0.00 0.00 0 0 0 0 Entry Door 0.200 nw 11.26 4.64 0 0 0 0 C 16X30-Oad 0.408 2.37 0.79 -52 52 123 41 C 186-21w 0.047 2.65 0.83 0 0 0 0 F 19A-30bswp 0.034 0.00 0.00 0 0 0 0 F 22B-5wpm 0.449 0.00 0.00 0 0 0 0 6 c)AED excursion 0 Envelope lossrgain 123 41 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains Occupants @ 230 0 0 Applianoeslother 0 Subtotal(lines6 to 13) 123 41 Less extemalload 0 0 Lesstransfer 0 0 Redistribution 0 0 14 Subtotal 123 41 15 Dudloads 10% 3% 13 1 Total room load 136 42 Air required(dm) 10 41 1 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -Fk- w IotvtsCwt:- 2023-Sep-1311:10:50 """"' Right-Suite®Universal 2023 23.0.03 RSU26095 Page 18 ACC3k P_'. YBTGWORKFLOWkl835Oregon P_ermitting.rup_Calc.=MJ8 FrontDoorfaces:SE..__,..._:'._ ru.a r..w..wz...>!.-.......- a y....a..�..v-✓.-.�.....�.-_...-«.v.-......_��..w�....»...._-cs��-,.�+�aw�..�..e�..m ..-.-..sm..,....r....v-w-..-.. �.._...�...-_.... ...... ... ., .._- --.� -.�.�-..-..�...-esv.-...v...�»�_.- ` NEW YORK . BUILDING Right-J®Worksheet Job: 3020 PVFY-P12 Date: Aug 15,2023 New York Building Technology Group By: Tom Baccarella 159 Rt25A Building 1 Sdte,B,Miller Place,W1 1764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name PVFY-P12 Bath 3 2 Exposed wall 71.0 ft 30.3 ft 3 Room height 8.0 it p 8.0 It heat/cool 4 Room dimensions 15.0 x 15.3 ft 5 Room area 615.0 It' 228.8 W Ty Construcfion U-value Or HTM Area (it') Load Area (ftz) Load number (Btuh/Itz--°F) (Btuhlft') or perimeter (ft) (B h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-0sw 0.065 ne 3.66 0.78 164 80 293 63 0 0 0 0 DefaultNYBTG 0.320 ne 18.02 22.74 37 0 658 830 0 0 0 0 Default NYBTG 0.320 ne 18.02 15.92 47 0 853 753 0 0 0 0 12F-Osw 0.065 se 0.00 0.00 0 0 0 0 0 0 0 0 11 Default NYBTG 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 EntryDoor 0.200 se 0.00 0.00 0 0 0 0 0 0 0 0 W 12F-Osw 0.065 sw 3.66 0.78 164 128 468 100 122 104 381 81 Default NYBTG 0.320 sw 18.02 28.37 36 0 649 1021 18 0 324 511 Default NYBTG 0.320 sw 0.00 0.00 0 0 0 0 0 0 0 0 11N0 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 sw 0.00 0.00 0 0 0 0 0 0 0 0 12F-0sw 0.065 nw 3.66 0.78 240 180 659 140 120 96 351 75 Default NYBTG 0.320 nw 18.02 22.74 60 0 1081 1364 24 0 432 546 Default NYBTG 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 16X30-Oad OA08 2.37 0.79 615 615 1457 486 229 229 542 181 C 18B-21w 0.047 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-30bsAp 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F 22B-5wpm 0.449 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 1 7381 538 Envelope loss(gain 6117 5496 2030 1931 12 a) Infiltration 1000 80 426 34 b) Room ventilation 0 0 0 0- 13 Intemalgains: Occupants@ 230 0 0 0 0 Appliances/other 1400 0 Subtotal(lines6 to 13) 7117 6976 2456 1965 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 7117 6976 2456 1965 15 Dud loads 10% 3% 682 216 10% 3% 236 61 ITTotal room load 7799 7193 2692 2026 Air required(dm) 1 1 465 577 160 163 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. _ Ak- 2023-Sep-1311:10:50 RCCA �- v Right-SmoteSUniversal2023 23.0.03 RSU26095 Page 19 ..--------------_--- P:WY5TG_WORKFLOW\4$350regorL ermitting.np-,Calc=MJ8_F.rontDoorfaces:SE----v -.--^.:_ . ._.._._._- -_--_--._».--:._____ __- ---- -------- ---.--- --_ . . . NEW YORK IBUIu,DING Right-J®Worksheet Job:' 3020 PVFY-P12 Date: Aug15,2023 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Sprite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Bed 3 WIC 3 2 E>posed wall 35.5 ft 5.3 it 3 Room height 8.0 ft heat/000l 8.0 it heat/000l 4 Room dimensions 15.0 x 20.5 ft 15.0 x 5.3 ft 5 Room area 307.5 ftz 78.8 ftp Ty Constructon U-value Or HTM Area (fF) Load Area (ftp Load number (Btuhh'F--°F) (Btuh/ft') or perimeter (ft) (Bfuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-Osw 0.065 ne 3.66 0.78 164 80 293 63 0 0 0 0 Default NYBTG 0.320 ne 18.02 22.74 37 _ 0 658 830 0 0 0 0 Default NYBTG 0.320 ne 18.02 15.92 47 0 853 753 0 0 0 0 1217-0sw 0.065 se 0.00 0.00 0 0 0 0 0 0 0 0 11 Default NYBTG 0.320 se 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 se 0.00 0.00 0 0 0 0 0 0 0 0 W 1217Osw 0.065 sN 3.66 0.78 0 0 0 0 42 24 88 19 Default NYBTG 0.320 sN 18.02 28.37 0 0 0 0 18 0 324 511 Default NYBTG 0.320 sw 0.00 0.00 0 0 0 0 0 0 0 0 11NO 0.350 sN 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200. SN 0.00 0.00 0 0 0 0 0 0 0 0 12F-0sw 0.065 nw 3.66 0.78 120 84 307 66 0 0 0 0 --G DefaultNYBTG 0.320 nw 18.02 22.74 36 0 649 819 0 0 0 0 II-pC Default NYBTG 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 O Entry Door 0.200 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 16X30-Oad 0.408 - 2.37 0.79 308 308 728 243 79 79 187 62 C 18B-21w 0.047 - 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-30bswp 0.034 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22B-5wpm 0.449 - 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -164 364 Envelope losslgain 3488 2609 599 956 12 a) Infiltration 500 40 74 6 b) Room\,entilation 0 0 0 0- 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoeslother 1400 0 Subtotal(lines 6 to 13) 3988 4049 673 962 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3988 4049 673 962 15 Ductloads 10% 3% 382 126 10% 3%1 64 30 FTTotal room load 4370 4175 1 737 992 Ajr required(dm) 260 335 44 80 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. _ -F}i- wrGghtsoft- 2023-Sep-1311:10:50 ACCA M Page 20 . _ PWYBTGWORKF..LOWW835OreRlon_Permitting.nrp Calc-MJ8-.FrorrtDoo[faces:.SE._...�.__._..,-,.___-..-_ .__ NEN'YORK Right-JO Worksheet Job: 3020 - • ® I9 ui�usr+c PVFY-P182 Date: Aug 15,2023 By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:vwwv.NYBTG.com 1 Room name PVFY-P182 M Bed 2 Exposed wall 67.5 ft 52.8 it 3 Room height 8.0 it p 8.0 ft heat/cool 4 Room dimensions 1.0 x 469A ft 5 Room area 841.8 ft' 469.4 T Ty Construction U-value Or HTM Area (ft') Load Area (ftj Load number (BtuW-°F) (Bor perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VL212F-Osw 0.065 ne 3.66 0.78 240 ISO 659 140 122 86 315 67 DefaultNYBTG' 0.320 ne 18.02 22.74 60 0 1081 1364 36 0 649 819 Default NYBTG 0.320 ne 0.00 0.00 0 0 0 0 0 0 0 0 12F Osw 0.065 se 3.66 0.78 240 168 615 131 240 168 615 131 1 1 Default NYBTG 0.320 se 18.02 28.37 72 0 1297 2042 72 0 1297 2042 Entry Door 0.200 se 0.00 0.00 0 0 0 0 0 0 0 0 w 12F-Osw 0.065 sw 3.66 0.78 60 60 220 47 60 60 220 47 DefaultNYBTG 0.320 sw 0.00 0.00 0 0 0 0 0 0 0 0 Default NYBTG 0.320 sw 0.00 0.00 0 0 0 0 0 0 0 0 11NO 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 sw 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 nw 0.00 0.00 0 0 0 0 0 0 0 0 Default NYBTG 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 Default NYBTG 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 16X30-Oad 0.408 2.37 0.79 841 841 1991 665 468 468 1109 370 C 18B-21w 0.047 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-30bswp 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F 22B-5wpm 0.449 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 1340 1271 Envelope loss/gain 5862 5729 4204 4748 12 a) Infiltration 951 76 743 60 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoeslother 1400 1400 Subtotal(lines6 to 13) 6813 7206 4947 6207 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 720 14 Subtotal 6813 6 4947 6207 15 Dud loads 10% 3% 705 227 10% 3%1 512 195 Total room load 7518 7433 5459 J56 Air required(dm) 538 659 391 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. i- wrYgt�tsoft^' 2023-Sep-1311:10:50 „•....,, ,•._,.,._ v_.., Right-SuiteOUniversal 2023 23.0.03 RSU26095ACC;k Page 21 _:_P:WYBTGWORKFLOWW8350regon Permitting.rup.Calc=MJ8_Front Door faces:SE_____,-_,_ NEW YORK Right-JO Worksheet Job: 3020 ; m r IB ui,.O�NG PVFY-P182 Date: Aug 15,2023 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.00m 1 Room name WIC 1 M Bath 2 Exposed wall 0 ft 14.8 ft 3 Room height 8.0 ft heat/oeol 8.0 ft heaUcnol 4 Room dimensions 1.0 x 118.4 ft 1.0 x 254.0 ft 5 Room area 118.4 ftz 254.0 ftz Ty Construction U-value Or HTM Area (ft2) Load Area (ftz) Load number (Btuh/fe--°F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 12170sw 0.065 ne 3.66 0.78 0 0 0 0 118 94 344 73 I G Default NYBTG 0.320 ne 18.02 22.74 0 0 0 0 24 0 432 546 I-r DefaultNYBTG 0.320 ne 0.00 . 0.00 0 0 0 0 0 0 0 0 1217-0sw 0.065 se 3.66 0.78 0 0 0 0 0 0 0 0 11 Default NYBTG 0.320 se 18.02 28.37 0 0 0 0 0 0 0 0 Entry Door 0.200 se 0.00 0.00 0 0 0 0 0 0 0 0 W 1217-0sw 0.065 sw 3.66 0.78 0 0 0 0 '0 0 0 0 Default NYBTG 0.320 sw 0.00 0.00 0 0 0 0 0 0 0 0 Default NYBTG 0.320 sw 0.00 0.00 0 0 0 0 0 0 0 0 11NO - 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 sw 0.00 0.00 0 0 0 0 0 10 0 0 1 0.065 nw 0.00 0.00 0 0 0 0 0 0 0 0 Default NYBTG 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 Default NYBTG 0.320 nw 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.200 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 16X30-Oad 0.408 2.37 0.79 118 118 281 94 254 254 602 201 C 18B-21w 0.047 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-30bswp 0.034 0.00 .0.00 0 0 0 0 0 0 0 0 F 22B-5wpm 0.449 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -1 69 Envelope loss(gain 281 93 1378 889 12 a) Infiltration 0 0 208 17 b) Room%entilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Applianoes(other 0 0 Subtotal(lines 6 to 13) 281 93 1586 906 Less e)temalload 0 0 0 0 Less transrer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 281 93 1586 906 15 Dud loads 10% 3% 29 3 10% 3% 164 28 Total room load 310 96 1750 934 Air required(cim) 221 81 1 1251 83 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -FW--7-- Right-Srrite®Uryversal 2023 23 2023-Sep-1311:10:50 .0.03 RSU26095 " Page 22 __ .._.. �� P:WYBTG WORKFLOWkf835Oregon_P.ermitting.rup-_Calc=MJ8.-Front Door faces:SE.__,.,. FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION 1ST -------------------------------------- FOUNDATION (2ND) CH ROUGH FRAMING& PLUMBING INSULATION PER N.Y. STATE ENERGY CODE 664 ov ApAw&kc d 1 1/Ih 9 FINAL ADDITIONAL COMMENTS �- of nA p+C0 -r 5 0-7t�l.W Ill ( � a3 ���LC, recce c � 5— ? 0 ro Vv z o � � H d Cil y y��g�FF01q cD�y TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �� • o� Telephone(631) 765-1802 Fax(631) 765-9502 hgps://www.southoldtowmy.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ry q F I In 1!/! E PERMIT NO. Building Inspector: MAY 1 Q Applications and forms must be filled out in their entirety. Incomplete `J BUILDING DEPT applications will not be accepted. Where the Applicant is not the owner,an TOWN OF S011T1-TOLD Owner's Authorization form(Page 2)shall be completed. Date: /9 2,02-Z� OWNER(S)OF PROPERTY: Name:Richard Sachs scTM#l000-095-01-1.2 Project Address:4835 Oregon Road, Mattituck NY 11952 Phone#: - 6Jf 4-&-q4.-7S6'1 Email:rsachs@ therbscollection.com Mailing Address:P.O. Box 1261, Mattituck NY 11952 CONTACT PERSON: Name:Melissa Butler Mailing Address:206 Lincoln Street, Riverhead NY 11901 Phone#:(631) 208-8850 Email:mbutler75@mac.com DESIGN PROFESSIONAL INFORMATION: Name:Daniel A. Butler, RA Mailing Address:206 Lincoln Street, Riverhead NY 11901 Phone#:(631) 208-8850 Email:daniel@butler-ae.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION MNewStructure ❑Addition ❑Alteration ❑Repair Wernolition EstCated Costof Project: ❑Other $ ` i7 'M1L(,10JJ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? ❑Yes 8 No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Melissa Butler Application Submitted By(print name): BAuthorized)Agent ❑Owner Signature of Applicant: Date: 611 /2 Z STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Melissa Butler being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Agent (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of a 20 � N aryP Ic r4mPcl*-smofNolyric W ONR70970 PROPERTY OWNER AUTHORIZATIONrd� louccalu ,2 (Where the applicant is not the owner) �(Spfres .8, Richard Sachs P.O. Box 1261, Mattituck NY 11952 I, residing at Melissa Butler do hereby authorize to apply on eh h Southold Bu ding Department for approval as described her in. r s nat Date R' d ach Print Owner's Nam 2 =Z y� BUILDING DEPARTMENT-Electrical Inspector H z TOWN OF SOUTHOLD Gy �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802 Temporary Certificate # 142-q Date 2023 Customer Name S&C k S Electrician Name N Ll IN 60d (ec(rc Address 4'(�SLvej dt.n Phone S/- 3 a It e-mail e-mail ra 'f w k i� ood e_(ec�V*c W1 Phone License# -VVI f-, Size 60_Q_A Phase I Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? N Flood Reconnect Old Meter# 1�-3o3a i Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by 1 qSp ►o { BUILDING DEPARTMENT- Electrical Inspector y } TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 1 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(i�southoldtownny.gov -- seand(asoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: March 3, 2023 Company Name: Wildwood Electric Inc. Electrician's Name: Ralph Passantino License No.: 4836-ME Elec. email:ralphjr@wildwoodelectric.com Elec. Phone No: 631-236-2211 01 request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 373, Rocky Point, NY. 11778 JOB SITE INFORMATION (All Information Required) /1 Name: Richard Sachs MC 14"k Address: 4835 Oregon-FwrdftTg- ++Y. G V-t-G U Cross Street: Elijah's Lane Phone No.: 646-642-7551 Bldg.Permit#: 48002 email: Tax Map District: 1000 Section:95 Block: 1 Lot: 1.2 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Ele ml W-9 bra New Single Femlly Hans-Naw Egg em U,d.,g—d S.M.(400 amp.to Mein House 200 emp.lp Bam)-New 8g KW Generator-Eus4ig Oelarhed Bam-EaisLng Sw iOg Paul Square Footage: I �;5'2 Circle All That Apply: Is job ready for inspection?: 12YESO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: MAES O Issued On Temp Information: (All information required) 9 830 3 2-1 Service SizeP/11 Ph❑3 Ph Size: 600 A # Meters 1 Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect EfundergroundoOverhead # Underground Laterals 0 1 FV-12 ✓ H Frame Pole Work done on Service? ✓ Y FIN Additional Information: PAYMENT DUE WITH APPLICATION JI 3Pl�- 02 PERMIT # Address: Switches Outlets 1 G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven WAD Smokes DW Mini Carbon Micro . Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments I ate` 2i �tTCkF�7 Vkd 0 —� . i 4>1A CIA C171 ���'�� -��-�I - r � �l &0 ax ez, S R6 awtP lop �o 3 ao 5P a 10 ;)o Do a� alp �o aP 5 oto �P i P 3 ►a BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD x, Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ,fjo• �0 Telephone (631) 765-1802 - FAX (631) 765-9502 ro-gerr .southoldtownny.gov - seand(cbsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: March 3, 2023 Company Name: Wildwood Electric Inc. Electrician's Name: Ralph Passantino License No.: 4836-ME Elec. email:ralphjr@wildwoodelectric.com Elec. Phone No: 631-236-2211 211 request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 373, Rocky Point, NY. 11778 JOB SITE INFORMATION (All Information Required) Name: Richard Sachs Address: 4835 Oregon landing Road, Mattituck, NY. Cross Street: Elijah's Lane Phone No.: 646-642-7551 Bldg.Permit#: 48002 email: Tax Map District: 1000 Section:95 Block: 1 Lot: 1.2 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Elec wl Wing Wr a New Single Family Home-New 000 emp.UnEewg—d Service(400 amp.W Main House 200 amp.W Sam)-New BO NW Gene2Wr-E Mng Deladie0 Bam-Erisgng Swimming Pod Square Footage: S 5526' Circle All That Apply: Is job ready for inspection?- 19YES O ❑✓ Rough In 0 Final Do you need a Temp Certificate?: YES O Issued On Temp Information: (All information required) 9'83O S 21 Service SizeWl1 Ph❑3 Ph Size: 600 A # Meters 1 Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 ✓2 ✓ H Frame Pole Work done on Service? ✓ Y N Additional Information: PAYMENT DUE WITH APPLICATION OguFFC}(�f�� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD j Town Hall Annex - 54375 Main Road - PO Box 1179 " x Southold, New York 11971-0959 p�r� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cDsoutholdtownny.aov - sea nd(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: June 7,2022 Company Name: Wildwood Electric Inc. Electrician's Name: Wildwood Electric Inc. License No.: 4836-ME Elec. email: ralphjr@wildwoodelectric.com Elec. Phone No: 631-236-2211 El I request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 373, Rocky Point NY. 11778 JOB SITE INFORMATION (All Information Required) Name: Richard Sachs Address: 4835 Oregon Road, Mattituck, NY. 11952 Cross Street: Elejahs Lane Phone No.: Melissa 631-208-8850 / Richard 646-642-7551 BIdg.Permit#: �I-)�j3 email: mbutler75@mac.com Tax Map District: 1000 Section:095 Block: 01 Lot: 1.2 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Transfer a Overhead Service from a House to a customer owned utility pole.This is so the house can be demolished Square Footage: Circle All That Apply: Is job ready for inspection?: R1 YES ❑ NO F-]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 Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: b PAYMENT DUE WITH APPLIqN BUILDING,GE�IT n r� c �vN n s� 1110LD ca �C,� k,040� PERMIT# Address: Switches Outlets G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments BUILDING DEPARTMENT- Electrical Inspector C!r TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 41, �p Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(absoutholdtownny.gov — seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: June 7,2022 Company Name: Wildwood Electric Inc. Electrician's Name: Wildwood Electric Inc. License No.: 4836-ME Elec. email: ralphjr@wildwoodelectric.com Elec. Phone No: 631-236-2211 ElI request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 373, Rocky Point NY. 11778 JOB SITE INFORMATION (All Information Required) Name: Richard Sachs Address: 4835 Oregon Road, Mattituck, NY. 11952 Cross Street: Elejahs Lane Phone No.: Melissa 631-208-8850 / Richard 646-642-7551 Bldg.Permit#: email:mbutler75@mac.com Tax Map District: 1000 Section:095 Block: 01 Lot: 1.2 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Transfer a Overhead Service from a House to a customer owned utility pole.This is so the house can be demolished Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES FV—] 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 Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICA I `-BL)ILDING DEPT TO\NH OF SMTHOLD 0� Evan T.Steffens Nationalgrid Senior Supervisor Gas Customer Connections,NY June 14, 2022 Melissa Butler 206 Lincoln Street Riverhead, NY 11901 E-Mail: MBUTLER75C&MAC.COM National Grid WO#: T102481212 Service Address: 4835 Oregon Road Mattituck, NY 11935 To Whom it may concern, This Letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. By Law, excavators and contractors working in New York City and Nassau and Suffolk Counties must contact New York"811" at least 2 full business days, not including the day of contact, prior to digging by calling "811" or by using the website https://newyork- 811.com/. This confirmation letter of no active gas service line to the subject property does not relieve the excavator of contacting NY"811". If you have any further questions, kindly contact me at 833-359-0645. Respectfully, Evan T. Steffens Senior Supervisor Gas Customer Connections NY 1650 Islip Ave,Brentwood NY 11717 T:833-359-4645 evan,steffens;"a?national rig d.com n gridlirudgrocessin r naticrnalgrid.com Evan T.Steffens a t i o a 6 r i d Senior Supervisor Gas Customer Connections,NY June 14, 2022 Melissa Butler 206 Lincoln Street Riverhead, NY 11901 E-Mail: MBUTLER75f__MAC.COM National Grid WO#: T102481212 Service Address: 4835 Oregon Road Mattituck, NY 11935 To Whom it may concern, This Letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. By Law, excavators and contractors working in New York City and Nassau and Suffolk Counties must contact New York"811" at least 2 full business days, not including the day of contact, prior to digging by calling "811" or by using the website https://newyork- 811.com/. This confirmation letter of no active gas service line to the subject property does not relieve the excavator of contacting NY"811". If you have any further questions, kindly contact me at 833-359-0645. Respectfully, Evan T. Steffens Senior Supervisor Gas Customer Connections NY 1650 Islip Ave,Brentwood NY 11717 T:833-359-0645 evan,steffensrdnationalgrid,cotn n ridgy lirudprocessing@nationalgrid com . . ' . . N �� U � ~. H U� �h � � U U�� " .�° " Environmental Inc. June ll, 3OZZ ^~ Mr. Richard Sachs L_~/ 483SOregon Road [j Ll \U� r) 2022 MattituckNY119S2 Attn: Mr. Sachs Re: Asbestos Demolition Inspection Services at 4835 Oregon Road, Mattituck, NY 11952 Dear Mr. Sachs, Pursuant to your request, our office performed an asbestos inspection specific to suspect asbestos-containing materials which will be disturbed by partial/complete demolition of the main house structure.This service was performed in the morning hours of June 6, 2022. A total of seven (7) types of suspect asbestos-containing materials were identified and sampled from the interior and exterior ofthe dwelling. Samples included roofing, tar paper, caulking, drywall, spackle, insulation, and flue cement. All samples were labeled and sealed immediately upon collection and remanded to AmeriSci Richmond (ELAP#10984) for analysis. Analysis has revealed that no asbestos is present within any of the other building materials sampled,deeming the structure safe for renovation ordemolition. Enclosed herewith the user of this report will find all supporting analytical documentation and certifications. If you should have any questions regarding this report, or require further assistance in this matter, please do not hesitate to contact our office atyour earliest convenience. Respectfully submitted, INSIGHT ENVIRONMENTAL, INC. ' ' G^^� eorQe . Maul,Vice President NYS Asbestos Inspector, Cent#98'238OG Proect#22-D3J4 ���������������������_�������������������������������������������������������������������������������������������. ATTACHMENT A Supporting Analytical Documentation 2 Sachs 1 4835 Oregon Road,Mattituck,NY 11952 ' AmeriSci Richmond 13635 GENITO ROAD AMER/SCI MIDLOTHIAN,VIRGINIA 23112 TEL:8047631200 FAX:8047631800 June 10,2022 Insight Environmental Attn:George Maul 74 East Main Street Suite#1 Patchogue, NY 11772 RE: Insight Environmental Job Number 122061249 P.O.#22-0324 22-0324; Sachs Demo; 4835 Oregon Road, New York Dear George Maul: Enclosed are the results of Asbestos Analysis- Bulk Protocol of the following Insight Environmental samples, received at AmeriSci on Tuesday,June 7,2022,for a 24 hour turnaround: 1,2,3,4, 5,6,7,8,9, 10, 11, 12, 13, 14, 15, 16 The 16 samples, placed in zip lock bag,were shipped to AmeriSci via Fed Ex 8170 2032 2962 B. Insight Environmental requested ELAP PLM/TEM analysis of these samples. The results of the analyses which were performed under NYSDOH ELAP Lab Certification#10984 following ELAP 198.4 TEM guidelines are presented within the Summary Table of this report. The presence of matrix reduction data in the Summary Table normally indicates an NOB sample. For NOB samples the individual matrix reduction and TEM analysis results are listed in Table I. Complete PLM results for individual samples analyzed by ELAP 198.1 (friable)and ELAP 198.6(NOB)are presented in the PLM Bulk Asbestos Report. This combined report relates ONLY to sample analysis expressed as percent composition by weight and percent asbestos. This report must not be used to claim product endorsement or approval by these laboratories, NVLAP, ELAP or any other associated agency. The National Institute of Standards and Technology accreditation requirements, mandate that this report must not be reproduced,except in full without the written approval of the laboratory. This report may contain specific data not covered by NVLAP or ELAP accreditations respectively,if so identified in relevant footnotes. AmeriSci appreciates this opportunity to serve your organization. Please contact us for any further assistance or with any questions. Sincerely, Cory M. Parnell Laboratory Manager I Authorized Signatory Boston- Los Angeles-New York- Richmond AmeriSci Richmond 13635 GENITOGINIA ROAD AMER/SCI MIDLOTHIAN,VIRGINIA 23112 TEL:(804)763-1200• FAX:(804)763-1800 PLM Bulk Asbestos Report Insiqht Environmental Date Received 06/07/22 AmeriSci Job # 122061249 Attn: Georqe Maul Date Examined 06/10/22 P.O. # 74 East Main Street ELAP# 10984 Page 1 Of 4 Suite#1 RE:22-0324; Sachs Demo; 4835 Oregon Road, New York Patchoque, NY 11772 Client No. / HGA Lab No. Asbestos Present Total % Asbestos 1 122061249-01 No NAD 1 Location:Basement Stairwell; Drywall (by NYS ELAP-198.1) by Eric H.Ahles on 06/10/22 Analyst Description:Gray, Heterogeneous, Non-Fibrous, Bulk Material Asbestos Types: Other Material: Cellulose 3%, Non-fibrous 97% 2 122061249-02 No NAD 1 Location:Basement Stairwell; Drywall (by NYS ELAP 198.1) by Eric H.Ahles on 06/10/22 Analyst Description:Gray, Heterogeneous, Non-Fibrous, Bulk Material Asbestos Types: Other Material: Cellulose 3%, Non-fibrous 97% 3 122061249-03 No NAD 2 Location:Basement Stairwell; Spackle (by NYS ELAP 198.1) by Eric H.Ahles on 06/10/22 Analyst Description:White, Heterogeneous, Non-Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 100% 4 122061249-04 No NAD 2 Location:Basement Stairwell; Spackle (by NYS ELAP 198.1) by Eric H.Ahles on 06/10/22 Analyst Description:White, Heterogeneous, Non-Fibrous, Bulk Material Asbestos Types: Other Material: Fibrous glass 3%, Non-fibrous 97% 5 122061249-05 No NAD 2 Location:Basement Stairwell; Spackle (by NYS ELAP 198.1) by Eric H.Ahles on 06/10/22 Analyst Description:White, Heterogeneous, Non-Fibrous, Bulk Material Asbestos Types: Other Material: Fibrous glass 3%, Non-fibrous 97% See Reporting notes on last page AmeriSci Job#: 122061249 Page 2 of 4 Client Name:Insight Environmental PLM Bulk Asbestos Report 22-0324; Sachs Demo; 4835 Oregon Road, New York Client No. / HGA Lab No. Asbestos Present Total % Asbestos 6 122061249-06 No NAD 3 Location:Basement Joist Bays; Insulation (by NYS ELAP 198.1) by Eric H.Ahles on 06/10/22 Analyst Description:Pink, Heterogeneous, Fibrous, Bulk Material Asbestos Types: Other Material: Fibrous glass 98%, Non-fibrous 2% 7 122061249-07 No NAD 3 Location:Basement Joist Bays; Insulation (by NYS ELAP 198.1) by Eric H.Ahles on 06/10/22 Analyst Description:Pink, Heterogeneous, Fibrous, Bulk Material Asbestos Types: Other Material: Fibrous glass 98%, Non-fibrous 2% 8 122061249-08 No NAD 4 Location:Basement Mechanical; Flue Cement (by NYS ELAP 198.1) by Eric H.Ahles on 06/10/22 Analyst Description:Gray, Heterogeneous, Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 100% 9 122061249-09 No NAD 4 Location:Basement Mechanical; Flue Cement (by NYS ELAP 198.1) by Eric H.Ahles on 06/10/22 Analyst Description:Gray, Heterogeneous, Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 100% 10 122061249-10 No NAD 4 Location:Basement Mechanical; Flue Cement (by NYS ELAP 198.1) by Eric H.Ahles on 06/10/22 Analyst Description:Gray, Heterogeneous, Fibrous, Bulk Material Asbestos Types: Other Material: Non-fibrous 100% See Reporting notes on last page AmeriSci Job#: 122061249 Page 3 of 4 Client Name: Insight Environmental PLM Bulk Asbestos Report 22-0324; Sachs Demo; 4835 Oregon Road, New York Client No. / HGA Lab No. Asbestos Present Total % Asbestos 11 122061249-11 No NAD 5 Location:Exterior; Caulking (by NYS ELAP 198.6) by Eric H.Ahles on 06/10/22 Analyst Description:Tan, Heterogeneous, Non-Fibrous, Bulk Material Asbestos Types: Other Material: Non-Asbestos 41.8% Comment:Heat Sensitive(organic):43.9%;Acid Soluble(inorganic): 14.3%; Inert(Non-asbestos):41.8% 12 122061249-12 No NAD 5 Location:Exterior; Caulking (by NYS ELAP 198.6) by Eric H.Ahles on 06/10/22 Analyst Description:Tan, Heterogeneous, Non-Fibrous, Bulk Material Asbestos Types: Other Material: Non-Asbestos 46.3% Comment:Heat Sensitive(organic):40.0%;Acid Soluble(inorganic): 13.7%; Inert(Non-asbestos):46.3% 13 122061249-13 No NAD 6 Location:Exterior;Tar Paper (by NYS ELAP 198.6) by Eric H.Ahles on 06/10/22 Analyst Description:Black, Heterogeneous, Non-Fibrous, Bulk Material Asbestos Types: Other Material: Non-Asbestos 2.2% Comment:Heat Sensitive(organic):95.3%;Acid Soluble(inorganic):2.5%; Inert(Non-asbestos):2.2% 14 122061249-14 No NAD 6 Location:Exterior;Tar Paper (by NYS ELAP 198.6) by Eric H.Ahles on 06/10/22 Analyst Description:Black, Heterogeneous, Non-Fibrous, Bulk Material Asbestos Types: Other Material: Non-Asbestos 2.2% Comment:Heat Sensitive(organic): 95.4%;Acid Soluble(inorganic): 2.4%; Inert(Non-asbestos):2.2% 15 122061249-15 No NAD 7 Location:Exterior; Roofing Shingle (by NYS ELAP 198.6) by Eric H.Ahles on 06/10/22 Analyst Description:Black, Heterogeneous, Non-Fibrous, Bulk Material Asbestos Types: Other Material: Non-Asbestos 68.1% Comment:Heat Sensitive(organic):29.0%;Acid Soluble(inorganic):2.9%; Inert(Non-asbestos): 68.1% See Reporting notes on last page AmeriSci Job#: 122061249 Page 4 of 4 Client Name: Insight Environmental PLM Bulk Asbestos Report 22-0324; Sachs Demo; 4835 Oregon Road, New York Client No. / HGA Lab No. Asbestos Present Total % Asbestos 16 122061249-16 No NAD 7 Location:Exterior; Roofing Shingle (by NYS ELAP 198.6) by Eric H.Ahles on 06/10/22 Analyst Description:Black, Heterogeneous, Non-Fibrous, Bulk Material Asbestos Types: Other Material: Non-Asbestos 64.3% Comment:Heat Sensitive(organic): 32.6%;Acid Soluble(inorganic): 3.1%; Inert(Non-asbestos):64.3% Reporting Notes: Analyzed by:Eric H.Ahles Reviewed by:Cory M.Parnell Date:6/10/2022 *NAD=no asbestos detected, Detection Limit<1%,Reporting Limits:CVES= 1%,400 Pt Ct=0.25%, 1000 Pt Ct=0.1%;"Present"or NVA="No Visible Asbestos"are observations made during a qualitative analysis;NA=not analyzed; NA/PS=not analyzed/positive stop; PLM Bulk Asbestos Analysis using Meiji,Model MT 6130 microscope,Serial#1410298,by EPA 600/R-93/116 per 40 CFR 763(NVLAP Lab Code 101904-0)and ELAP PLM Analysis Protocol 198.1 for New York friable samples which includes quantitation of any vermiculite observed(198.6 for NOB samples)or EPA 400 pt ct by EPA 600/M4-82-020(NYSDOH ELAP Lab#10984); CA ELAP Lab#2508;Note:PLM is not consistently reliable in detecting asbestos in floor coverings and similar NOB materials. NAD or Trace results by PLM are inconclusive,TEM is currently the only method that can be used to determine if this material can be considered or treated as non-asbestos-containing in New York State(also see EPA Advisory for floor tile,FR 59,146,38970,8/1/94). NIST Accreditation requirements mandate that this report must not be reproduced except in full without the approval of the laboratory. This PLM report relates ONLY to the items tested. AmeriSci Job#: 122061249 Page 1 of 2 Client Name: Insight Environmental Table I Summary of Bulk Asbestos Analysis Results 22-0324; Sachs Demo; 4835 Oregon Road,New York Sample Heat Acid Insoluble AmeriSci HG Weight Sensitive Soluble Non-Asbestos ••Asbestos%by —Asbestos%by Sample# Area (gram) Organic% Inorganic% Inorganic% PLMIDS TEM P Client Sample# ) 01 1 1 -- -- -- -- NAD NA Location: Basement Stairwell;Drywall 02 2 1 -- --- -- --- NAD NA Location: Basement Stairwell;Drywall 03 3 2 --- -- -- --- NAD NA Location: Basement Stairwell;Spackle 04 4 2 -- ---- ---- --- NAD NA Location: Basement Stairwell;Spackle 05 5 2 -- -- -- — NAD NA Location: Basement Stairwell;Spackle 06 6 3 -- --- -- -- NAD NA Location: Basement Joist Bays;Insulation 07 7 3 --- --- -- --- NAD NA Location: Basement Joist Bays;Insulation 08 8 4 -- --- -- --- NAD NA Location: Basement Mechanical;Flue Cement 09 9 4 -- --- -- --- NAD NA Location: Basement Mechanical;Flue Cement 10 10 4 -- --- -- --- NAD NA Location: Basement Mechanical;Flue Cement 11 11 5 0.736 43.9 14.3 41.8 NAD NAD Location: Exterior;Caulking 12 12 5 0.632 40.0 13.7 46.3 NAD NAD Location: Exterior;Caulking 13 13 6 0.232 95.3 2.5 2.2 NAD NAD Location: Exterior;Tar Paper 14 14 6 0.248 95.4 2.4 2.2 NAD NAD Location: Exterior,Tar Paper 15 15 7 0.493 29.0 2.9 68.1 NAD NAD Location: Exterior;Roofing Shingle 16 16 7 0.819 32.6 3.1 64.3 NAD NAD Location: Exterior;Roofing Shingle See Reporting notes on last page AmeriSci Job#: 122061249 Page 2 of 2 Client Name: Insight Environmental Table I Summary of Bulk Asbestos Analysis Results 22-0324; Sachs Demo; 4835 Oregon Road,New York Sample Heat Acid Insoluble AmeriSci HG Weight Sensitive Soluble Non-Asbestos ••Asbestos%by ••Asbestos%by Sample# Client Sample# Area (gram) Organic% Inorganic% Inorganic% PLM/DS TEM Analyzed by:Cory M.Parnell Reviewed by:Cory M.Parnell Date:6/10/2022 Semi-Quantitative Analysis:NAD=no asbestos detected; NA=not analyzed; NA/PS=not analyzed due to positive stop;Trace=<1%; PLM analysis by EPA 600/R-93/116 per40 CFR 763(NVLAP Lab Code 101904-0)or NY ELAP 198.1 for New York friable samples which includes quantitation of any vermiculite observed(198.6 for NOB samples)or EPA 400 pt ct by EPA 600/M4-82-020(NY ELAP Lab#10984); TEM prep by EPA 600/R-93/116 Section 2.3(analysis by Section 2.5,not covered by NVLAP Bulk accreditation);or NY ELAP 198.4 for New York NOB samples(NY ELAP Lab#10984).Analysis using Jeol,Model JEM-100CX II microscope,Serial#156147-247. ••Warning Notes:Consider PLM fiber diameter limitation,only TEM will resolve fibers-0.25 micrometers in diameter.TEM bulk analysis is representative of the fine grained matrix material and may not be representative of non-uniformly dispersed debris,soils or other heterogeneous materials for which a combination PLM/TEM evaluation is recommended; Quantitation for beginning weights of<0.1 grams should be considered as qualitative only. Relinquished By: _Daterrime: G �pi 22 (2°lp ��� BULK CHAIN IC IONDCUSTODY AMERI SCI 0635AMERICI RICHMOND Received By- Date/Time: i 13635 GENITO ROAD MIDLOTHIAN,VA 23112 0 7 2022 o TOLL FREE:(800)4765227 Relinquished By: p Date/Time: PHONE:(804)763-1200 Received BY: Date/time: �y A WWW.AMEFJSCI.COM FAX:(804)763-1800 a I MOO Company:Insight Environmen al, Inc. Sachs DEMO amEws" ` Street Address:74 east main street Prof Mir:G.Maul Proj#: 22-0324 ty: Patchogue state:NEW YORFZip: Pro Address:4835 Oregon Road _ pro'state:NEW YORK Phone:6316542780 Cell: Analysis: EIPLM; ✓Q Positive Stop; QTEM; EQ NY ELAP PLM/TEM w/NOB Prep. ax Results? Y❑ Fax#: ASTM Dust Microvac i e; Qualitative; NY ELAP 198.8 Vermiculite Email Results? YZ Email: gmaul@insightenvironmental.com Turnaround Time: 24 hr Material Type: E Bulk QDust El Water Results to: Sampled BV: George Maul Date Sampled:6/6/22 Special Instructions or Comments: Lab ID Field ID Location Sample Description dust area Homogenous Area 1 Basement Stairwell Drvwall 1 2 Basement Stairwell Drvwall 1 3 Basement Stairwell Spackle 2 4 Basement Stairwell Spackle 2 5 Basement Stairwell Spackle 2 6 Basement ioist bays Insulation 3 7 Basement ioist bays Insulation 3 8 Basement Mechanical Flue Cement 4 9 Basement Mechanical Flue Cement 4 10 Basement Mechanical Flue Cement 4 11 Exterior Caulkina 5 12 Exterior Caulking 5 13 Exterior Tar Paper 6 14 Exterior Tar Paper 6 15 Exterior Roofina Shinale 7 16 Exterior Roofina Shinale AmedScl,Bulk CaC,rev Jan 2018 PAGE 1 of ATTACHMENT B Methods & Procedures This inspection comprised a thorough visual inventory of all reasonably accessible areas as defined in the text of this report. Floor plans were developed/adopted to establish room equivalent diagrams for easy reference.Once the visual inventory of suspect materials is complete,these materials will be classified into; 1.) Material type and 2.) Homogeneous Areas. There are three types, or classes, of suspect materials considered by the USEPA and NYSDOL which include; 1.)Thermal System Insulation,2.)Surfacing Materials and 3.) Miscellaneous Materials.All materials will be categorized into one of the three aforementioned classes of materials. The term Homogeneous Area (HA)is used to classify building materials based on their form,function, texture/appearance. Estimated quantities will be ascribed to each Homogeneous Area. Upon completion of designation of HA's, a sampling strategy will be developed,so as to represent suspect materials encountered within the building. The total number of samples collected per homogeneous area will be derived from guidance obtained from THE US EPA and NYS DOL which minimally require:3 Samples of each Thermal System Insulation material, 2 Samples of each Miscellaneous Material,3,5,7,or 9 samples of surfacing material based on total quantity of the material comprising the homogeneous area.Three samples are required for less than 1,000 sq.ft., Five samples are required for homogeneous areas between 1,000 and 5,000 square feet,seven samples are required for homogeneous areas up to 25,000 square feet and nine samples for homogeneous areas larger than 25,000 square feet in size. All sampling will be conducted in un-occupied areas whenever feasible. Bulk samples are collected using amended water(surfactant),a cork borer, or similar approved sample collection tools, plastic(Ziploc)bags. Samples are ascribed a unique identifying description and sample number.All samples were sealed airtight immediately upon collection completion and remanded to AmeriSci Laboratories, Inc.of Midlothian Virginia. AmeriSci's NYSDOL ELAP Certificate number is 10984. The laboratory will be instructed to analyze all samples per homogeneous area unless one of the samples in the sub-set was determined to be Asbestos Containing. In these instances, no further analyses of subsamples of that homogeneous areas are remanded, in an effort to reduce duplicative analysis costs for confirmed Asbestos Containing Materials. Samples will also be classified into friable and Non-friable Organically Bound (NOB)categories for purposes of analysis. NYS DOH ELAP certification manual requires that all Non-Friable Organically Bound materials that are deemed negative by Polarized Light Microscopy,must then be remanded for the higher resolving Transmission Electron Microscopy for a definitive negative result. 3 Sachs 1 4835 Oregon Road,Mattituck,NY 11952 ATTACHMENT C Firm License and Personnel Certificate 4 Sachs 4835 Oregon Road,Mattituck,NY 11952 New York State-Department=of,Qab6r_--- Division of Safety and Health i 'ti t Se License and C rtifcatel.l7`nit State Campus,Building 12 A/ , Albany,_NY 12240 `� f VF 1 r , ASBESTOS HANDLING LICENk--, {`�I � �°•'h�''-Ir a'(- y.X'�s ,•.k' - L'..� r'=` Insight Environmental,,lnc. `Z t t";w.-FILE NUMBER: 02502794 A' '4 fes._"^--.....o p+` "�S'_: 4:"�' �'`•.nt1"`";a�r. f Suite 1.2k rf � , r, _ r LICENSE NUM R: f✓,' '74=East Maln Street r � LICENSE CLASS: RESTRICTED w '= ( DATE OF ISSUE: 06/30%2021 ' zi3a hogue, NY 1177u2 Int f w kr; . I EXPIRATIO(Va DATE: 06/30%202.2 .d' P f /`! ._ 1'f r: >� f Duly Authorized Representative-�lJohn'JI 1?5661W% -. f l ( eftt .)'li ,h-}. .i,."+. �-�ii r. •R; ". GIS /, ryp' 1 ! t �Y. 1. S ! Pl� I I'''M...rig S,/' dN• '^.'/.` t �w�,�.n�r't kk I I 1111 y-".a"~--.'•.',;t ! .y, d9 6 .ri` ,�+7. �tiI a it'o:.hrlf:s ..✓. �I i '! ��9 ) r 'r'"—'� f l This licensse•has been issued in accor}dancelwtth,applicab e pr,Q. .....s o Antic e 3U,'of the Labor Law of New York State and of ' the New York-State Codes,Rules'and Re 'ulati6tis '1�NY, RR Part`5:6 . Tris�sub'ect to suspension or revocation5for a(1) 1 4J r q { s vvi !4' glld. SVa ) h� it p:.: d serious vto'lation of state federal or 16691 laws wttlige ard-to•the conduct-of:aprasbestos prq' e t,or(2)demoflstrated'lack of n 1 ' t t• E ;'::v'`, gi muKM; `-'.';',.`.'y'""'t*°"•`t 111-s _,-.• responsibility in the conduct of any jobdinvolving;asbesas or asbest6s'matYriai: d �, ,`4� '. ,fes` t i...�_..,✓'• r �:.i.--..''- -t, ! Thislicense11s�,yalid onlytifor to contractor nam'e'd:a�ove and thisl'icense or a photocopy-must be,p minently displayed�atjthe asbestos project worksite. This l>cense verifes tliat�all"persons emplo eddy the licensee on an asbestos projecgjn-New York State haV'e been-.issued an Asbestos Certificate;appropriate for_thedtype.-O-work-they perform,by the`L�lew York_Sfa'te .r�. Departme''nt of Labor. r�� `4 �� ✓,� . = f�` q X / STATE OF NEW YORK-DEPARTMENT OF LABOR --�- ASBESTOKERTIFICATE 4..�____ _-—� (�� �y; •.j I ; GEORGE-W-MAUL CLASS(EXPIRES) CATEC(09/22) D INSP(09/22),. Amy Phillips,Director CERT# 913;113866` For the Commissioner of Labor E)I'V S99 9114 2 t' MUST BE CARRIED ON ASBESTOS PROJECTS nnmm�mmm�im"a Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Architectural and Engineering Services Riverhead, NY 11901 Tel: (631) 208-8850 Fax: (631) 727-8033 May 19, 2022 Town of Southold Building Department Town Hall Annex 54375 Main Road P.O. Box 1179 Southold,NY 11971-0959 Re: 4835 Oregon Road, Cutcho_gue (SCTM: 1000-095-01-1.2)(SCTM: 1000-095-01-1.2) To Whom It May Concern, Enclosed please find a Building Permit application for the demolition and rebuild of the above single- family residence. By copy of this letter we are also requesting the previous building permit be voided . (Building Permit No.44489)as that work was never completed. Enclosed are the following: 1. Building Permit Application 2. 4 Architectural Plans 3. 4 Site Plans 4. 1 Original Board of Health Approval c 1 T)T7QC1- i. J. 1 1\L�Jhct-ll\ We will forward the Asbestos,PSEG Disconnect,NationalGrid Disconnect,and contractor's insurance certificates at a later date as these items are still being completed. Should you have any questions,please do not hesitate to call. Sincerely, Melissa Butler Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Architectural and Engineering Services Riverhead, NY 11901 Tel: (631) 208-8850 Fax: (631) 727-8033 June 22, 2022 Amanda Nunemaker Building Permits Examiner Building Department Town of Southold 54375 Main Road Southold,NY 11971-0959 Re: 4835 Oregon Road, Cutcho_ue (SCTM: 1000-095-01-1.2) Dear Amanda, Thank you for your review of this project. We have received your comments via email dated June 22, 2022. Please see the attached plans which have been revised to clarify that the basement shall be `unfinished' and all exterior and interior walls have been clarified on the plans with respective note. Enclosed are 4 copies of the following pages that have been revised: A-2.0 Foundation plan A-2.1 Floor Plan A-3.0 Sections A-3.1 Sections A-3.2 Sections V E-1.0 Electrical Plan U U M 2 4 2022 T-0.3 Notes & Details : Also enclosed are the following: 1. Asbestos Report 2. Natural Gas Availability Letter 3. Form BP-1 With respect to the existing Pergola and Barn/Pool House alteration, we will certainly look into that and submit applications/plans if required. Please let us know the permit fee and we will drop off a check. Thank you, �. Daniel A. Butler, Architect Nunemaker, Amanda From: Nunemaker,Amanda Sent: Wednesday,June 22, 2022 8:50 AM To: mbutler75@mac.com Subject: 4835 Oregon Rd Mattituck Hi Melissa, Hope you are doing well. I have reviewed the application for the demo/new dwelling for the Sachs residence. Just to let you know,there is an as-built accessory pergola and pool house alteration to the exiting barn that have no permits/COs. This will not hold up the new permit, but please let the owners know that they will need to legalize this work with additional application/plan submissions. I also still need the asbestos and natural gas letters. Some floor plans state "finished basement" and other floor plans show all "unfinished basement", please clarify and correct plans. If there is any finished space being proposed, please label areas and show framing& insulation details. Lastly,the plans only sate "2x walls"-please add in proper stud sizing to be used. You can submit 4 copies of any plan pages that are revised. Thankyou. .Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 1 Jeffrey T. Butler, RE.,RC. L G 1� �� o �' 206 Lincoln Street Riverhead, New York 11901 MAR 13 2023 '; 631-208-8850 .TOWN 0FSOt►wd"i9 T) Licensed Professional Engineer Member National Society of Professional Engineers Licensed Professional Architect March 5, 2023 Town of Southold Building Department P.O.Box 1179 Southold,NY 11971 Attn: Mr. John Jarski- Deputy Chief Building Inspector Re: 4835 Oregon Road-Plan amendment Permit#48002 Dear Mr. Jarski: Please see the attached plan denoting the originally proposed screened porch to now be enclosed. Please call if you should have any questions. Sincerely, Daniel . Butler,Architect Jeffrey I Butler, P.E.,Rc. 206 Lincoln Street L Riverhead, New York 11901 631-208-8850 ' `-' 0 C T 1 3 2023 Licensed Professional Engineer Member National Society of Professional Engineers F%`T Licensed Professional Architect October 13, 2023 Town of Southold Building Department P.O. Box 1179 Southold,NY 11971 HAND DELIVERED Re: 4835 Oregon Road -Updated HVAC Design Calculations To Whom It May Concern, On behalf of the home owner please see attached updated `HVAC Design Calculations in accordance the ACCA Manual J, D, & S for your records. Thank you, Daniel A. Butler,Architect AREA GALGULATIONS: BY: MGDONALD GEOSGIENGE NO WELLS $ SANITARY DATED: 1/15/201a THIN 150 FT. 3.3"--�2'2-s_p"--I" MAIN HOUSE:FIRST FLOOR ENCLOSED: 4,162 S.F. 5Y5TEM5 '!'NO SURFA E WATERS � : " GARAGE: 553 S.F. EL. 53.5 GRADE 0.0 SITE LOCATION • y s" RISER FRONT PORCH: 300 S.F. LAND N/F OF LOWERRE 4THIN 30 FT. S' DARK BROWN LOAM OL S< MUD PORCH: 204 S.F. PARTNERS L P y --3'-o"--I SCREENED PORCH: 252 S.F. (AG. LAND) ' 1.2" EL. 52.5' I' BELOW GRADE SECTION C-C o 11 1��'00 4 TOTAL MAIN HOUSE: 5.4-11 S.F. Op � •�� �•to 30 � 8 POST/HIRE FENCE 3SN � BROWN SILT ML a.9'w �� •EL7 52.xEL. 50.5' 3' BELOW GRADE ALTERNATE TOP 6LA5 ACCESSORY STRUCTURES: 5,0-NI WITH CIRCULAR C.I. GRATE EXISTING BARN: 4,207 S.F. EL.: 51.1' BROWN SILTY SAND SM 0 EX15TINO POOL HOUSE: 740 S.F. EXISTING WELL N ma=r• (POTABLE) rn{ I EL. 4a S' 4' BELOW GRADE -16"I--2'-0'-16'`- TOTAL ACCESSORY STRUCTURE: 4,x47 S.F. 'Pik. _--__- 03 - ----- BROWN FINE TO COARSE SAND SW ` 0 - -------M rn D r ' 12' BELOW GRADE- -t I EL. 41.5 a LOT GOVERAC E: O PALE BROWN FINE SAND SP z N •� MAIN HOUSE: ' z ' 25.0' N I7' BELOW GRADE 9 . M 2,-p. EXISTING: PROPOSED: I 0 SETBACK ACCESSORY EL. 36.5 PIPE OPENING �1_g•� FRAME DWELLING 1,6x2 SF 5,471 SF y -D • TO sulT �--- ENTRY PORCH I p I / NO GROUNDWATER ENGOUNTERED @ EL. 36.5' 32 5F DEMOLISH , � .. , 5 sxs, s&s wwM, TVP. _F I-1'-10"-I FRONT PORCH HIGHEST EXPECTED GROUND WATER ® EL. 11.26' VSs a 30a 5F DEMOLISH I rn I---3'-0" I I--2'-6"--{ REAR PORCH 22q 5F DEMOLISH ' _- I PER WELL MONITOR STATION 553324.1 �y o 0 0 SECTION A'-A SECTION 8-5 TOTAL: 2,262 SF 5,471 SF I - -------- -- ---- ry I � � 20.0' � m NEW UNDERGROUND SETBACK (PRINGIPAL7 48 FRAME GARAGE:: 68a SF DEMOLISH I" WATER SERVICE SEPARATION D15TANGE REQUIREMENTS FOR I AND P PING: TER LEACHING STRUCTURES LOGATI ON MAP: .� I--3'-p" PERGOLA: 374SF 374 SF / I NOT TO SCALE HORIZONTAL SEPARATION DISTANGE5 FRAME BARN: FOR STORM DRAINAGE HI POOLS; 4,x47 5F 4,x47 5F SETBACK AGGESSORY / , , Q PROPERTY LINE= IO'MINIMUM PROPOSED INNOVATIVE AND ALTERNATIVE BUILDINGS WITH CELLAR= 10'MINIMUM 0 0 SWIMMING POOL: 800 SF 800 SF• " - I I BUILDINGS ON SLAB= IO'MINIMUM ON-SITE WASTEWATER TREATMENT SITE PLAN ,0 � 1 TOTAL: a,032 SF 11,5x2 5F WATER SERVICE LINE/LATERALS/MAINS = ID'MINIMUM CNN " 25.0 '� LAND N/F OF LITTLE UNDERGROUND UTILITIES = 5'MINIMUM • NOTES: SETBACK PRINCIPAL I BEAR REALTY INC. SANITARY LEAGHIN6 POOLS=20'MINIMUM SITE DATA:. " "o3 REBAR ALLOWABLE LOT COVERAGE: (PRIMARY STRUCTURES) PER PUMP STATION=5'MINIMUM / ' (AG. LAND) GREASE TRAP=5'MINIMUM SITUATE AT: 1-I 6" 2'-0" E I- PLAN SOUTHOLD TOWN CODE SECTION 280-124 'NON-GONFORMING / � � MANHOLE = 5'MINIMUM 4835 OREGON ROAD APPLICANT / OWNER: PLAN USES AND BUILDINGS' = 20% OF LOT AREA. , I PRIVATE WELLS=50'MINIMUM GUTCHOGUE, NY RICHARD SAGHS NOTES: LOT AREA = 80,000.24 SF x 20% = 16,000.0 SF , , RETAINING WALLS = IO'MINIMUM 1. CONCRETE 4,000 PSI 0 28 DAYS 2' X 2' X 2 '-(o " PRE CAST - FUEL 5TORA6E TANKS(BELOW GROUND) =20'MINIMUM COUNTY OF SUFFOLK P.O. BOX 1237 2. REBAR TO BE ASTM A-615 GRADE 60 ALLOWABLE ACCE55ORY BUILDING SIZE: PER SOUTHOLD TOWN i I Q TOWN OF SOUTHOLD GUTGHOGUE NY, I1a35 3. WELDED WIRE FABRIC ASTM A--185I I E3ASfN CODE SECTION 280-15-D ACCESSORY BUILDINGS AND i I I •� NO WELLS $ SANITARY HORIZONTAL SEPARATION DI5TANGE5 FOR 5GTM #: 1000-a5-1-1.2 4. DESIGNED FOR AASHTO H-20 CONCRETE CATCH , � I SYSTEMS WITHIN 150 FT. STORM DRAINA6E NON-LEAGHIN6 5TRUGTLIRE5: STRUCTURES - 3� OF LOT AREA. - _ ' mWATER SERVICE LINE5/LATERAL5/MAIN5=5'MINIMUM ZONING DISTRICT: (A-G), AGRICULTURAL-CONSERVATION DISTRICT LOT AREA = 80,000.24 SF x 396' = 2,400 SF _ - I o NO SURFACE WATERS j////////////////// , UNDERGROUND UTILITIES =5'MINIMUM FEMA FLOOD MAP / ZONE: MAP NO. 36103GO144H / ZONE X •� WITHIN 300 FT. 000.24 5Q. FT. OR 1.84 ACRES (NON-CONFORMING . / AREA OF SITE: 80, • VERTICAL SEPARATION DI TAN.F5 FOR CAST IRON FRAME AND GRATE/GOVER LAND N/F OF LOWERRE j STORM DRAINA6E LINES: SITE PLAN BASED ON m CAMPBELL 1182 G OR APPROVED EQUAL WOVEN WIRE FENCE SYMBOL / ( WATER SERVICE LINES= 18"MINIMUM PARTNERS L P / , Z! (MIN. 14 1/2 6AU6E m EXIST. / / ////// SANITARY WASTE LINES= IS"MINIMUM ORIGINAL SURVEY BY: O (AG. LAND) / EXISTING KENNETH M WOYGHUK LAND SURVEYING, PLLG p ! 10'MAX.G.TO G. W/MAX.6' MESH -x-x-x-x-x-x- SLATE j ///////////i%/%/// 4207 S.F. FINAL GRADE 8"TRAFFIC BEARING �) ® .: PATIO / F ME BARN I SEPARATION DISTANCE REQ'MT5 FOR PROFESSIONAL LAND SURVEYING AND DESIGN r��• r' (UNDER DRIVEWAY d 36" MIN.LENGTH FENCE / P.O. BOX 153 AGUEBOOUE, NEW YORK I Ia31 w N / SANITARY LEAGHIN6 STRUCTURES: MANEUVERING AREA) Po5T5 DRIVEN MIN. Ib" "� / (DRY) I I / INTO GROUND. / I , MINIMUM HORIZONTAL SEPARATION DISTANCES: 'HONE: (631) 2x8-1588 j I A.BUILDING W/CELLAR= l0'-0' - FEIOWOFFILTl52 / ///////i/////////// / _ _ B.BUILDIN6 ON 5LA5 = 10'-0' =AX: (631) 2x8-1588 Q/ m y :0,Mkt /I I G.WATER LINES = 10'-0` DATE: JULY 20, 2017 �/ O woov /I D.SURFACE WATER(WETLANDS) = I oo'-0" pr' y W _ STOOP jl EXISTING 740 S.F. X V MIN. r� 6 MIN. POOL HOUSE F.PURI-IG WELL = 200-O SETBACKS: W m I 1 ® / H. ET.HAL WELL = 150-0_ _ PRINCIPAL BUILDING OR STRUCTURE, MIN. YARDS (FEET): I (DRY) H.RET.WALL(WTRPROFF) to 0 ------ u- PERSPECTIVE VIEW NO WELLS i$ SANITAR < Ex ��i 1 -NO BATHROOM J.U/6 FUEL TANK5 = 20'-0` REQUIRED: EXISTING PROP'05ED: X Z 36" MIN.FENCE P05T 5Y5TEM5 WITHIN 150 FT. A BRICK K.U/6 UTILITIE5 = 5'-0" FRONT = 60.0' 3x.7' 67.5' -NO PLUMBING O WOVEN WIRE FENCE(MIN. 14 1/2 NO SURFACE WATERS L.STORM DRAINS = 20-0 , WRAP STRUCTURES r---� -No HEAT „ SIDE = 20.0' / 25.0 2o.a 22.0 / 52.7 pq _ I(� WITH FILTER 1 I 1 M.CATCH BASINS,NON-LEACHING= 5'-0" 1 N.SAN.L.P. = 8-0REAR = 75.0 X15.0 x15.0 W I GAUGE W/MAX.6" MESH o WITHIN 300 FT. I EXIST. PERGOLA ' FABRIC SPACING) WITH FILTER GLGTH 1 a I i1 * OVER BRICK PATIO P.PROP.LINES = 10'-0" HEIGHT= 35' / 2.5 STORY 2 STORY I STORY E.-.� (L I FLOW W 4 I 1, 21 Q.T.O.SLOPE = 25'-0" UNDISTURBED GROUND �d - - R 1 (NO WORK) R BLUFF = 65'-0" Q O 8'DIAMETER I NON-RATEABLE SOIL COMPAr.TED SOIL �, -1 400' '' I 1, 1 5.5EPTIG TANK = 8'-0' ''.GGE55ORY BUILDING OR STRUCTURE, MIN. YARDS (FEET): GROUND WTR EMBED FILTER CLOTH 3' r NEw 4' � EXIST.BRICK PATIO 1 123' 1 EXIST. REQUIRED: EXISTING PROPOSED: A MIN.OF 6"IN GROUND. ` CHAINLINK I I I SWIMMING POOL 4" EXIST. FRAME GARAGE FENCE I I 5EPARATION P15TANOE REQ'MT5 FOR SIDE = 25.0' 2A' N/G m �- SECTION VIEW TO BE DEMOLISHED EXIST EXIST,4' I , ('NO WORK) 5ANITARY 5EPTIG TANKS: REAR = 25.0' 170.1' N/G COLLART�Ab MIN. e m x e'EFi. r��tMIN.HORIZONTAL SEPARATION DISTANCES: HEIGHT = 22.0' 26.0' N/G (PENETRATION) GONSTRUGT I ON SPEG I F I GAT I ONS DEPTH 5.D. _ _ FENCE , I A.BUILDING W/CELLAR = lOb" RATABLE 501E I.WOVEN WIRE FENCE TO BE FASTENED 5EGURELY TO FENCE P05T5 WITH WIRE TIES � I I B.BUILDING ON SLAB = 5'-0' I/A OWTS UNIT SIZING: w W OR STAPLES.P05T5 SHA:_L BE STEEL EITHER "T"OR "U"TYPE OR HARDWOOD. / g ;�y�� I I G.WATER LINES = 10'-0" �5 I- UNDERLYIIJ6 SAND AND GRAVEL STRATA e'm x 6'EF .' / I I D.SURFACE WATER(WETLANDS) = l5'-0" 5.G.D.H.5.DIVISION OF ENVIRONMENIAL QUALITY,STANDARDS FOR APPROVAL OF PLANS AND 2.FILTER CLOTH TO BE TO BE FASTENED 5EGURELY TO WOVEN HIRE DEPTH SD.,: I , F. SURFABLIC WELL =R(HETL CONSTRUCTION FOR 5EWA6E DISPOSAL SYSTEM FOR SINGLE-FAMILY RESIDENCES NOTES: FENCE WITH TIES 5PAGEP EVERY 24"AT TOP AND MID 5EGTION. ////////////// -�as DATED: DECEMBER 29,2011 I.COLLAR DEPTH 15 NOT REQUIRED WHEN RATABLE MATERIAL EXI5T5 FOR FULL DEPTH. FENCE SHALL BE WOVEN WIRE,12 112 GAUGE,b"MAXIMUM ME5H OPENIN5. � � � R I I 6.PRIVATE WELL = 100'-0" TABLE 3: MINIMUM I/A ON-51TE WASTEWATER TREATMENT CAPACITIES ARCHITECT: H.RET.WALL(WTRPROOF) = 10'-0" b BEDROOM DWELLING: 2.COLLAR MATERIAL SHALL.BE GLEAN GRAVEL OR BANK RUN. 3.WHEN TWO 5ECTION5 OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- - / COV; 3.ALL DRAINAGE STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. LAPPED BY 51X INGHE5 AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, Q / 1 I EXISTING SANITARY SYSTEM: J.U/6 FUEL TANKS ' 20'-0' MINIMUM TANK CAPACITY = 660 GALLONS � A I K.U/G UTILITIES= 5-0 �� / MIRAFI IOOX,STABILINKA TI40N,OR APPROVED EQUIVALENT. /POR/ 22 0' ABANDONEMENT BY REMOVAL , % �� B u T / L.STORM DRAIN5= 20-0 UT 7' / �' % ////////�y//1' I M.CATCH BA51N5 = 5'-0" I/A OWTS UNIT LOAD CALCULATION: TYPIGAL STORM WATER 4.PREFABRICATED UNIT5 5WLL BE SEOFAB,ENVIROFENCE,OR APPROVED EQUIVALENT. IP / % I I Cfl / I / 1 I (NON-LEAGHIN6) PROPOSED SANITARY PE516N FLOW: 660 GPD PROP05ED EA CHI N.0 POOL (5D) DETAIL 5.MAINTENANCE SHALL BE PERFORh1ED AS NEEDED AND MATERIAL REMOVED WHEN �j////j///i�//////////I 1 N.SAN.L.P. = 6-0" •• b BEDROOMS® 110 GPD/BEDROOM = bb0 GPD r NOT To 50ALE "BULGES"DEVELOP IN THE SILT FENCE. /// PROP. �T'I' I CONTROL PANEL AND BLOWER: P•PROP.LINES = 5'-0' a U5E (1) HYDRO ACTION WA5TE WATER TREATMENT PLANT / 1 / __ , 5EE CONTROL PANEL REQUIREMENT5 NOTES Z � / - ---I Q.T.O.SLOPE = 25'-0" •• USE MODEL No.AN600,GRAVITY SYSTEM CAST IRON FRAME AND GRATE/DOVER U5.DEPARTMENT OF A60C LRE E / (6 BDRM) ECLING 1 I THI5 DWG. FOR MOUNTIN6 DESIGN AND R BLUFF = 65'-O" •• TOTAL TREATMENT CAPACITY: 660 GPD CAMPBELL 1182 G OR APPROVED EQUAL NATURAL RE50URGE5 CON5ERVATION 5ERVICE SILT 1,- - - 1 s r r I I REQUIREMENTS 5EE 'PROP05ED 'H'FRAME •• TOTAL WORKING CAPACITY: 1865 GPD 6 O NEW YORK 5TATE DEPARTMENT OF a+vlRot�+ENTAL CONSERVATION rf' / W/ 3A IEMENf $ FLOW RANGE: 50-bbo GPD 2 ZD NEW YORK 5TATE 501L!WATER COffWATION COMMITTEE FENCE e'm X 6' I I L,J : .• ? oa FINAL GRADE DEPTH CH61 l % GAR I i DETAIL,ON DWG 5P2 q �1 CASTING ��c B •/�t � 2 GAi�GA FIN. FL. I� 1 I •• LIQUID SURFACE AREA: Sl SQ.FT. F N� v (FOR ADJUSTMENT PROPOSED AREA OF DISTURBANCE: PROVIDE NEW 14' BLUESTONE 11 / GAR. ,T/�/ / I •• SEE DETAIL FOR INFORMATION,DWG 5P2 '--__ -� COV. / / FL; 542 '1 ; PROPOSED AEROBIC TREATMENT PLANT: .. MAINTAIN REQUIRED SEPARATION DISTANCES,DW6 5PI ,s= 1 OF CASTING) 32,5001 5q,.ft (036 ACRE) DRIVEWAY W/ STEEL EDGING POR �//////�/// GOV. 11 ; �j USE: DANIEL A. BUTLER, R.A. I -HYDRO-ACTION 5ET-N-60 ON51TE WASTEWATER TO GRADE-WITH CAST IRON DEPT 1 5B I SANITARY LEACHING POOL SIZING: PAVED AREA VER-IF'UNDER -,N j & / i FOR I ��II 1 (� TREATMENT PLANT UNIT INCLUDES: LINE / SYMBOL LEC END t i O j b'0 x 6'EFF. ___-_-_ :� 1 • MODEL AN600,GRAVITY SYSTEM PER 5.G.D.H.5.DIVISION OF ENVIRONMENTAL QUALITY,5TANDARD5 FOR APPROVAL OF 1 I ` ' PRETREATMENT TANK(Pf) PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEM FOR SINGLE-FAMILY 24" . , I`_, DEPTH 5� - ___ 1 B'm X 6'EFF. PROPOSED 1,000 GALLON --- - T r� t)EPTH 5D. I Ig, ( Q •• RESIDENCES CQ PROPERTY LINE N 1 1 J. •• AERATION CHAMBER(AG) J m UNDERGROUND PROPANE TANK Ua x s'CATCH m 1 I ;� 1 (K DATED: DECEMBER 29,2011 •• •�';� , �� BASIN Iw -{ L____.----I 1 •• OP5-OP/GNTL GNTI2(GP)W ALARM BEACON 4 O PRIMARY 5ETBAGK --•--•--•--•--•- r c �- -s-w-'E p? CT1 i I I 1 (� AUDIBLE HORN ALARM(LOGb REMOTELY A5 SHOW 2 Q EFF. �� \ _ ---I .,f 1 REQUIREMENT PER TABLE 4: I5`PIPE DIA.MIN ACCESSORY SETBACK - -••- -• - - - EMERGENCY GENERATOR rRAFFICDEa� L - �`�/ Z • PROVIDE: MIN.LEAGHIN6 5Y5.FOR A b BEDROOM RESIDENTIAL PROJECT ~ IS5 MIN (A5 REQUIRED) ® i ,_-r Q 2"U/G El EC,CND FROM DWL6 TO REMOTE GNTL PNL MINIMUM LEAGHIN6 SYSTEM(400 5Q FT 51DE ALL AREA) O Q Ply, ® I " EXISTING TO BE „••,•••,••••••.................................. NEW FENCE $ GATE O / 2"U/G ELEC.CND FROM A.G.TO OP5 MIN.50%EXPANDED 5Y5.(600 50.FT.51DEWALL AREA) Q HIGH DENSITY POLYETHYLEPE(HDr'E) {;, p REMOVED/RELOGATED -0 O I }'-"j�lP� EXIST. 2 STY FIRM. DWELL. 2"U/G VENT OND FROM P.T.TO HOUSE STACK ORN ® � ® NEW UNDERGROUND T -1 '� �- ' SANITARY LEACHTNCi POOL DESIGN: DRN INLET ro 5D CONN� b"0 MIN •�� ® ® ® o � ® n > g TO BE DEMOLISHED � 6FI CONVENIENCE RECEPTACLE NEARBY GNTL PNL LL 5D TO 50 CONN- 1510 MIN 1 `t Z � I W Q N O } ® o ® PROPOSED ELECTRIC SERVICE ' ' - U TFOR • • _ ILLI ROOF LDR CONN=4'0 MIN I C� ABLE 4 - MIMIMUM LEAGHIN6 SYSTEM DESIGN A 6 BEDROOM - �� ® ® ® ® BLDG. /ADDITION '��' 1 �t -D ,t ,,\. (DEEp 4400') PROPOSED LEAGHIN6 FIELD RESIDENTIAL PROJECT I z Z 3'MIN. C� ® ® ® ® 3'MIN. S i i i I A \`-i :`,. 1 ' + - ACTUAL Q U5E: Q w }" I Q/ t , r 4,472 / MINIMUM LEACHING 5Y5TEM REQUIREMENT = 400 50.FT. 51DEWALL AREA I� ® ® ® 1 WATERXISTING WELL FOR oaf et�PnaSEFF' (2) 8'� x 8.0' EFF. DP LEACHING POOLS ( Z L(� _ 400 5Q.FT LEAGHIN6 AREA /25.0 5Q.FT./VERT FT = 16D VERT FT REOV � (� � < LL s IRRIGATION ON Y , MON • LOCATION FOR 50% EXPAN51ON 5HOWN U5E: Z 11-1 C� ® ® ® �] ® ELECTRICAL -• � -• 0.2% II / 175.00 EL.: 53.6 • MAINTAIN SEPARATION 0I5TANGE5 (2) 8'(P x 8' EFF. DEPTH LEAGHIN6 POOL O Q < ® ® ® ® WRAP STRUCTURES MON o 11J •MAINTAIN 5% GRADE 20' BEYOND 5AN. 5Y5. � _ S 4� 46 30 •5EE DETAIL5 ON DWG 5P2 i�flN. LEAGHIN6 AREA REQ D 400 SQ.FT. OF 51DEWALL LEAGHIN6 AREA QL O O C� WITH FILTER FABRIC GAS EL.: 54.3' / " V -- - w - 51DE WALL LEAGHIN6 AREA PROVIDED = 400 5.F = O �� I� ® ® � ® NSE GEOTEX 351,BY 4'IhTE�� PROPExI (2) NEW GOBBLE STONE "a = INSPECTED DY THC LOCATION FOR EXPAN51ON POOL HA5 BEEN PROVIDED F- v �[ SANITARY SEWER DRIVEWAY APRONS `� N 0 SUFFOLK COUNTY DEPT. OF WEALTH SERVICES. ',�f < O # -� N 1 gL e_O• I 1 W/ 6 TRENCH DRAIN W 0 �-+� O CALL f352-~ . Ga I~{OURS IN iRD ' NCE SGOPE OF NORK. W } In v m FENCE TO SD. r ' SEE DRAWING 5P2 FOR SANITARY I. DEMOLISH EXISTING 2 STORY FRAMED DWELLING, EXISTING FRAMED I--� (Y fn 0 U_ O O GROUND WATER TO � � �LE �N3PECTION'(�)',• 5TRUGTURE/COMPONENT DETAILS � n N O OVERHEAD ELECTRIC. -" - -0- GARAGE, AND RELATED UTILITIES AND 5ANITARY. CE t 0) i O �OLLAR MATERIA z u.P. 2. CONSTRUCT NEW I STORY FRAMED DWELLING WITH ATTACHED - � PURCHASED SOIL QUANTITIES: LL - TEST HOLE ® NO WELL SANITARY SYSTEMS WITHIN 150 FT. THE 51TE 15 FILL NEUTRAL REGARDING THE SANITARY SYSTEM INSTALLATION GARAGE, PORCHES AND RELATED UTILITIES. U) O m NO SURFACE WATERS WITHIN 300 FT. O UNDEF LYING SAND AND GRAVEL STRATA MONUMENT �i�i:3i ...,, �^ a l ::..--:i„"�,...... `,- er;.: ,$ oz: ..z Wq!� Q `J- ® .:",.f zZ 6xn '�: '� r ..r�, 1 , I`^ .q yM1 F'^fS L"i r CO;IYf{? 1 :C�'dl'E1 ( y Submit 1 www.dignetnycli.com I r W kiI ..�.f.--'liSi.rl: rog,.Ted4_">C t6 SuLmit / �'��-- Z) ' TRIBUTARY I - GOI2, S n °�' �� P16Not oS N�''P!YGKK(f1� www.call8l l.com ^► "� `�'��I .1 LLJ NOTES: STORM DRAINAGE 1% eted farm WVv M_ 0 a roof. � O I- I.COLLAR DEPTH L'5 NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. MAIN HOUSE ROOF RUNOFF: I T I &LONG RAW (for other states) � R L�'g��'�,��r�ii"k����G�,y����S.�,������•�.1�s��+1C�s Q � O 2.COLLAR MATERIAL SHALL BE GLEAN GRAVEL ONLY. CALCULATION : 5,411 5Q.FT.X 0.161 X 1.0 = 914.0 CU.FT. I I V q _ 3.ALL DRAINA6E:5TRUGTURE5 MUST BE WRAPPED WITH FILTER FABRIC. _ 5TORA&E VOLUME REQUIRED = 914.0 CU.FT. I 800-212-44501811 x, , ,� _ VOLUME - AREA x RAINFALL x COEFFICIENT ._. .� j n f�?��} §r'¢ •,'?; t.X„ a 11.'?dr F O -, lR. 4.FOOTING RINGS REQUIRED UNDER DRAINAGE STRUCTURES. USE: °k.° w --- - __--_ i (2) 2x8 x(LEN5I ti TO SUIT)AGQ HORIZONTAL GROSS MEMBERS(TYP) PROP05M DWELLING IF A RISER COVER WEIGHS_E55 THAN 60 LE35 A 5EGONDARY (GEL.LAR) MAINTAIN 5%GRADE:: SAFETY LID OF DEVICE SHALL BE PROVIDED. A MAXIMUM 5%SHALL BE MAINTAINED FOR A MINIMUM OF 20'HORIZONTALLY 15(b BEDROOM) FL.EL.5425' • I/A FROM THE NEAREST EDGE OF THE LEACHING POOL5 BEFORE TAPERING OFF • ELECTRICAL • PROVIDE COVERS: USE(4)Ys'm 6ALV GNTL PNL174TO PREVENT SEEPAGE OF THE LEACHATE THROU6H THE TOE OR EDGE OF N THE SLOPE(EQUATEEi TO MAXIMUM DROP OF 12'OVER 20'HORIZONTAL) WHEN REQUIRED TO BE SET FINISHED L)5 : LABOLT W/GALV. 12"w x 14"h ry0 -L •THERMOPLASTIC GONERS-LOCKING,WATERTIGHT, WASHER @ HEAD • • IN5EGT-PROOF,FLAT,51<I0 PROOF,BE APPROVED FOR 5F_WA6E (TYP 0 EA.P05T) • • t6 PROVIDE=COVERS: WHEN NOT USE 4 HAVE UV PROTECTION GRADE®DWELLING 210 PV REQUIRED TO BE SET AT FINISHED GRADE USE: G EL.52.15' VENT PIPE •PRECAST REINFORCED CONCRETE COVER(OR EQUAL) = CONNECT TO TIMBER Q R P0� 'TTHE CONTROL PANEL BOX � Q HOUSE STACK MUST BE PLACED OUTSIDE zd p PROP.GRADE OVER DP® EL.52.15'+/- GRADE OVER ETU® 5 .15 +/- G,p, MINIMUM DOVER 36 GRADE OVER L.P.EL.52.15'+/- BELOW GRADE ON A SUITABLE PEDESTAL � 19� Ll WITHIN VIEW OF THE SYS. z O Q I INCASED IN POURED p CONCRETE IN 12" CENTER SHALL BE THAT IT 5ERVE5.CONTROL dJ DIAMETER 50NOTUBE. I � (TYPICAL) MOUNTED 3.5'ABV FINISHED m z 6RADE(MIN)OR ABOVE its BFE,WHICHEVER 15 HIGHER. PROPOSED ' Lup T.O.SLAB: EL.52.4' � 'H' FRAME DETAIL � C14 B.O.SLAB: EL.51A' (STRUGTURE FOR I/A OWT5 CONTROL PANEL MOUNTING) -- 5GALE: NONE o ry DISTRIBUTION POOL I I HOU5E INVERT TO n O T.D.SLAB: EL.51.0' o DP I PLO LING PRE-TREATMENT TANK (PT) INV®DWELLING= EL.50.15' T - GRADE /\ ° 4 of U �I-- rill , - {}--- � USE: 4"� SDR 35 PIPE, ---------- --------- II IIII.E.0 PT MIN. SLOPE =Y4 / LINEAR FOOT �\ J /�/�/� //\ B.D.SLAB: L.SOS EL.4q q- INV.®D.P. INV. A.G. II I III I I =EL.505' ' n = 0.25' \/ j I /\\ \ \/ a /� /\ I.E.= EL.50.0' DISTRIBUTION POOL (DP) = EL.503 = EL.50.4 DWELLING: 10.0 RUN X ° P ° B.O. ® II III u / NATIVE TO LEAGHIN6 POOL (LP). B.O.M.H.M.4' AERATION CHAMBER (AG) TO II II AIEIATd0I3 I I \ ,\� J \�j/ / J RATABLE LEACHINLP G POOLS) U55 4"(P 5DR 35 PIPE, 0INV - D15TRIBUTION POOL (DP) II III CHAMBFa I]�'][', // MIN.SLOPE _ /LINEAR FOOT O.I 50.1' U5E: 4"(P 5DR 35 PIPE, II II (I OF 2) 8.0' RUN X �" = 0.083' (0.10) ° MIN. 5LOPE = g" /LINEAR FOOT II II ]ED]P31ET dEY1[EI�T III I I /• 8.0' RUN X �" = 0.083' (0.10) II II I I TAh7� I I PUMP/GOMPRF55ER POWER CIRCUIT ° o II II ii II I� G G II Bi MI 4 - I - LI LI 0--�`�--C� SPI BLK SPRAY PUMP RATINGS: a SANITARY SECTION B.O.CHAMBER 0 EL.45.1 B.O.TANK 0 EL.45.15' N N H N MOTOR PUMP 3/4HP® 115V 15.0 FLA. LJ NOT TO SCALE CB2M2 G5R b LOOPSRix I m a 4 < .4 �--. RPI BEGIRD PROVIDE 20 AMP BREAKER IN tin PUMP PUMP RATINGS: O O o o MAIN ELECTRICAL PANEL IN = T N MOTOR 3/4HP® IISV 15.0 FLA. PROPOSED BUILDING FOR a e \ PROPOSED I/A OWT5 I Y-O'RATEABLE 8.0.P00L®EL.42.0' 3'-0"RATEABLE n _ �= NEW 20 AMP,I POLE BREAKER DEDICATED FROM UTILITY 50IL COLLAR V DIAMETER 501L COLLAR i --I z + t� BILK TO HYDRO-ACTION CONTROL PANEL PRIA/IDL�2 AK-080917-1 _ '1 MPI MIXER ----v ® 14x 12 { PUMP RATINGS: INCOMING SERV. m o ® ® ® ® ® ��❑ I INSIDE LID VIEW N PUMP 3/4HP 0 115V 15D FLA. 120 VOLT,Im SERVICE TO HYDRO-ACTION NOTE: ENCLOSURE HINGE TO THE RIGHT MOTOR CONTROL PANEL (DETERMINED O ON ON ON ON ON ❑ ❑Q a �® II 6 (26,,tl:IN I"P1 PIPE) BY OTHERS) • CB4 HYDRO-ACTION HYDRO-ACTION UTILITY z r 9' ` ' L� w 3 GRY �'' COMP COMP.RATINGS: AERATOR I/A OWTS MAIN BUILDING 5E R14CE r1 V o oo!� aaoo-��z ELECTRICAL CIRCUIT BREAKER METER m irm r CSi c®a cS3 c13c Q o ^ ^ ^ ^ ^ N MOTOR I/4HP® 115V 5.4 FLA. CONTROL PANEL PANEL d NO GROUNDWATER: ENCOUNTERED C� EL. 36.5' ® ® ® o i. R I2"w x I4"n �/ HIGHEST EXPECTED GROUND WATER EL. 11.26' ° NOTE: ALL MOTORS MUST HAVE W mix INTERNAL OVERLOAD PROTECTION. 'z a < C3 cn ELECTRICAL NOTES: PER WELL MONITOR STATION 555524.1 0 L. _ I. BURIED EL!_.TGROUND ROD �RI(.AL POHER GONDUIT5 SHALL X z 11 ' •LABELS ON OUTSIDE OF LID BLU I LRI-QI RED/WH BE A MINIMUM CF 24 W HE5 BELOW GRADE. O Q Q �M I __--___ SP1 N RP1 N P1 N Cl N 1 2 3 4 5 6 MI 2.ALL ELEGTF IGAL WORK TO BE PERFORMED IN �_________ ,�_s_______� `9 IIs Ha Fx9 I it 31�f1A7d:k2flIIl it N®14Nl1],7�3➢0 d �3�mn7 li G 'y `a r\ �I _ ACGORDANCE 1,JITH NEG. �ra>,ru I �' �>s♦>� �n�a� � � r� _ s � � � � � .� BLU 1 LRI-Q2 PINK/WH � O �s' M2 P1NKMIH ELECTRICAL ONE-LINE DIAGRAM O W 4 A 0 0 RE 0 0 REGIRG RUNNIN7 SCALE NONE D_bb: BLU 1 LRI-Q3YEVWH WHT��� Q C3 5UITA13LE COVER o o : I a V V j w o ' - E - w STOPPER.OR _ O ® ® - � �rEID E aF�[(r5TEG2 PE9. .° ®G�ErEN 6 ; a w END PLUG SPI N PI N AP7 N Ci N 7 2 3 4 5 6 ® ( (� (� a V ;� _ = YEL/WH rrr�oxt� wuo-xP) rpraoR� 11 � � � 9 r' MIXER RUNNING- TO GRADE oo-7�Mou� oauat i i _ BLU WHT NOTE: ADDITIONAL GLEAN OUT SHALL i CONNECTION DIAGRAM LRI-04 LRI No 1 DTRRAAPNSHAALLLL BE OF I--�-1 REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 76 in BLU REDP3201.4 14 CIS 6 PLG INPUT SEWER PIPE PER IRG 2015, �..I AS-I 30°ELBOW W t- s � _v _ _ CONTROL PANEL REQUIREMENTS: BLU PINK RUN TYPICAL NOTES:.OR CLFANOUT(5)LOCATED IN ~� O O o 0 1.THE CONTROL PANEL BOX MUST BE PLACED OUTSIDE BLU RED AUD. EXTERIOR TRAFFIC AREA5,PROVIDE WITH ON A SUITABLE PEDESTAL WITHIN VIEW OF THE 5 b ALARM CLEANOUT TRAFFIC BEARING FRAME AND ARCHITECT: SYSTEM THAT IT SERVES.GNTRL GNTR AND BLOWER OR6 BRN NI COVER. SHALL BE MOUNTED 3S'ABV FINISHED GRADE(MIN) HyA MUTE 2.FOR USE WITH BUILDING OR ABOVE BFE PLUS 2.0'FREEBOARD,WHICHEVER 15 BLU EXTENSION5/60NNECTIONS. HIGHER, 5EE 'H'FRAME DETAIL ON DWG 5P2. TEST 2.EXTERIOR PANEL(NEMA 4X SPECIFICATIONS) ALARM b00 KYE �Q,"1-- I eR0 6�� RF PLACEMENT ENABLES THE SYSTEM TO BE SERVICED 0 �i uT tC ° AT ANY TIME,ELIMINATING THE NEED TO ACCE55 THE LIGHT G� m 3 IN51DE OF THE BUILDIN6. RED BLK WHT 3.THE CONDUIT MUST HAVE APPROPRIATE 5EAL5 TO ( W PREVENT CASES AND M015TURE FROM REACHING THE IIA, CONTROL PANEL OR,UNCTION BOXES. 0It •� oR� 0 4.SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING ENABLE WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND BLU 2YEL PLG INPUT 2 -__ I 11 \ 0 O VISUAL ALARMS THAT GAN BE READILY SEEN AND HEARD BY THE OGCUPANT5 OF THE BUILDING SERVED. \ �DAE`L_�oEJ ORG '' ' 5.PRESSURIZED MUST BE EQUIPPED WITH A CONTROL 7L R, R.A.OVERRIDE PANEL WITH MEANS OF CONNECTING A PORTABLE PR 729 AL. K ° TANK NITRO GENERATOR TO OPERATE THE SYSTEM DURING A BLU 3 4 G5R 12 PLG INPUT UCTI ON TANK POWER OUTAGE. BLU 14 PLG INPUT Q cz, TAN TIME DOSE 0 PLG INPUT 13 Nz \I + BLU DEMAND I- W FINISHED GRADE 5PRAY 0 TANJWH 18 PLG INPUT 04O ELECTRICAL SCHEMATIC DIAGRAM O i I 2' N N WI BINOTES: WI W (� N O (� FLOAT SWITCH TO BE RATED 2 AMP AT 12W MINIMUM. v z Z (3 CONCRETE 20" `t ,� MAIN PANEL 015CONNECT MUST BE PROVIDED BY INSTALLER. H w O � I � X W/ CHIMNEY MIN ��i�\ DASHED LINES INDICATED ITEMS NOT CONTAIN IN THE PANEL. ( z Lf) O < CL PLG GNTRL PNL W/HPI20 GOMPRE550R AND --IN REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS 15 Ib IN-LB5. 'L� Q z Lu 'S D/ D_ BLOWER TO BE INSTALLED REMOTELY POWER LINE AND MISG.GONNEGTIDNS ��\\ -- - FIELD WIRING MUST BE A MINIMUM OF 60 G COPPER WIRE. �CT-�1 O : O Q (SEE SITE PLAN FOR PROP.LOG) TO BE MODIFIED A5 REQUIRED TO \\�/ MIN 4"Dk z W Iv O ACCOMMODATE REMOTE LOCATION OF APPROVE ' ^ W O O OP5 CONTROL CENTER A5 SHOWN ON PIPE PITCH ® W 2 _ 51TE PLAN \\ \> I Ye PER 1'-0* ® Cl ? J w - } Inv N + 3'MIN. O 2'PVC,VENT LINE(TIE COLLAR COLLAR \\� O INTO BLDG VENT STACK) 4 p a- 111 O `LLL I O INSTALLATION I II -- 1 1L ®® 5EPTIG TANK CONSTRUCTION GRITERIA: N O m I II L==j LJ I.FDE6FEINELLLREQUIREMENTS: DESIGN0 LEACHING POOLSHALL BE O a 1.THE I/A OWT5 TANK SHALL I Ac. I I II �\ ®®� \ BASED UPON A MAXIMUM LEA0146 RATE OF BE INSTALLED AT LEVEL IN I II �,��®N II II \\�� /\ /\\ OF 51DEWALL AREA.1.5 6ALLON5 OF 5EWA6E PER DAY PER S.F. Z ALL DIRECTIONS(WITH A I I II '� i z I I �/j 2.LEAGHIN6 POOLS ARE TO BE CONSTRUCTED O }- MAXIMUM TOLERANCE IN I 'LER II II 3'MIN TO RECORDED8'-0' OF PRECAST REINFORCED CONCRETE(OR O O O ANY DIREGTION OF V ONE �' I 6 y6 m EQUAL)LEACHUCNQ LEACHING STRRES,SOLID QUARTER INCH)ON A II II c(� Q DOMES$/OR SLABS. MINIMUM 3-INCH THICK BED ]PRETREATMENT II C F� 3.LFAC41%POOLS SHALL BE A MINIMUM OF V OF PROPERLY LEVELED I II W�T DEQ IN OUTSIDE DIAMETER O '][' (BeKFILL TO BE GLEAN 4.ACCESS OPENINGS WITH A MIN.DIA.OF 20" AND COMPACTED SAND I I I SAND AND GRAVEL) L SHAI..L BE PROVIDED FOR EACH POOL. Z I II II D 5.ALL COVERS,WHEN NOT REQUIRED TO BE LL FROM ROCKS)OR I I I I - - - �s o BROUGHT To GRADE,SHALL BE OF PEA GRAVEL. I :fl z PREGA5T REINFORGED CONCRETE(OR o LEVATION EQUAL).COVERS OVER 34)ARE NOT Ll u b. ALL CAST D IRON COVERS SHALL BE SET AT 5.0' S 5' TYPICAL FIN.CRAVE,BE LOCKING,WATERTIGHT, r -4nm ► art, r - INSEGT-PROOF E APPROVED FOR 5EWAGE ,� v: USE. a.� '�� ��~�d' i �� `,y Q SP2 HYDRO-ACTION .WASTE WATER TREATMENT PLANT SANITARY LEACHING POOL (LP) � MODEL No. AN600 (GRAVITY SYSTEM) NOT TO 56ALE (2 OF 2) S.C.D.H.S. SET I a ' � E i , I AREA GALGULATION�: .. BY: McDONALD 6EO50IENGE NO WELL5 8 SANITARY DATED: 1/15/201q 2 s ) MAIN HOUSE: ': SYSTEMS WL I TH I N 150 FT. 3" 2'-0" 3' FIRST FLOOR ENCLOSED: � 4,162 S.F. I�10 SURFACE WATERS GARAGE: 553 S.F. EL. 53.5' GRADE O.O' SITE LOCATION s" RISER- FRONT PORCH: 300 S.F. LAND N/F OF LOWERRE IHITHIN 300 FT. IVSs +: MUD PORCH: I 204 S.F. PARTNERS L P DARK BROWN LOAM OL <,y -3'-0 _� SCREENED PORCH. 252 S.F. (A6. LAND) I' BELOW GRADE SECTION G-G � I'i5,00� t�N EL. 52.5' O TOTAL MAIN HOUSE: 5,471 S.F. ,�, 04ro'3O" 8' PC FENCE -- '3N BROWN SILT ML 0� 4.04 N �- EL.: 52.q' EL. 50.5' 3' BELOW GRADE (y0 ALTERNATE TOF 5LA5 AG0E55ORY 5TRUGTURF5: 'O*' � WITI-I CI CULAR C.I. GRATE EX15TINO BARN: 4,207 S.F. EL.: 51.1 BROWN SILTY SAND 5M � EXI5TIN6 POOL HOUSE: 740 S.F. EXISTING WELL �' - (POTABLE) - I EL. 4qG .5' 4' BELOW RADE _j s 2 o 6 TOTAL ACCESSORY 5TRUGTURE: 4,84'7 S.F. 'Pi ----_- -_-_ � BROWN FINE TO COARSE SAND°SW m ---- EL. 41.5' 12' BELOW GRADE ' d LOT GOVERACE: Q PALE BROWN FINE SAND 5P ;I N MAIN HOUSE: ' ' ' 25.0' EL. 36.5' 17' BELOW GRADE p� ' EXISTING: PROPOSED: 1 t PIPE OPENING " �Z�_g"� FRAME DWELLING I,bg2 SF 5,471 SF -d SETBACK ACCESSORY TO SUIT 1- ENTRY PORCHI g I / NO GROUNDWATER ENCOUNTERED ® EL. 36.5' ' 32 SF DEMOLISH , sx6, 6&6 WWM, TYP. 1'-10"--I FRONT PORCH HIGHEST EXPECTED GROUND WATER ® EL. 11.26' s I • II 1_t2 30q.SF DEMOLISH 1 0 I PER WELL MONITOR STATION 553324.1N'-s"-I REAR PORCH 22q 5F DEMOLISH ' ---_- ' u: ry o 0 SECTION A�-A, SECTION 5-5 TOTAL: 2,262 SF 5,471 5F ------_- ------ - t� 20.0' ry c A � m �r u; FRAME GARAGE: NEW UNDERGROUND /� I 5ETBAGK PRINGIPA SEPARATION DISTANCE REQUIREMENTS 48 68q 5F DEMOLISH P WATER SERVICE I I FOR 5TORMWATER LEAGHIN6 5TRXTURE5 LOGATI ON MAP: --3'-0"-� PERGOLA: 374 SF 374 5F / i AND PIPING: NOT TO SCALE 1 3'-0' 3'-0 _ HORIZONTAL SEPARATION DISTANCES 10 25.0' i i FOR STORM PRAINA6E LEAGHIN6 POOLS: FRAME BARN: 4,847 5F 4,g47 5F SETBACK ACCESSORYPROPERTY LINE = 10'MINIMUM/ TI 0 PROPOSED INNOVATIVE AND ALTERNATIVE • BUILDIN65 WITH CELLAR= 10'MINIMUM �',� SWIMMING POOL: 800 SF 800 SF ! I BUILDINss ON SLAB= 10'MINIMUM ON-SITE WASTEWATER TREATMENT SITE PLAN N TOTAL: gp32 5F I I,Sg2 5F WATER SERVICE LINE/LATERAL5/MAIN5= 10'MINIMUM M 25.0 I LAND N/F OF LITTLE UNDER6ROUND UTILITES =5'MINIMUM �J I TE DATA: NOTES: SETBACK PRINCIPAL / 1 BEAR REALTY INC. SANITARY LEAGHIN6 POOLS=20'MINIMUM PUMP STATION=V MINIMUM I ALLOWABLE LOT COVERAGE: (PRIMARY STRUCTURES) PER / ' ' (A6. LAND) 6REASE TRAP=5'MINIMUM SITUATE AT: ZI s" 2'-0~ s"I-- 3 REB) PLAN SOUTHOLD TOWN GODS SECTION 280-124 'NON-CONFORMING MANHOLE=5'MINIMUM 4835 OREGON ROAD APPLICANT / OWNER: FLAN s USES AND BUILDINGS' = 20% OF 'LOT AREA. / I PRIVATE WELLS=50'MINIMUM CUTCHOGUE, NY RICHARD 5ACH5 N�' I l II LOT AREA = 80,000.24 5F x 20515 = 16,000.0 SF � i I � FUEL STORAGE TANKS,(BELOWGROUND) = 20'MINI COUNTY OF SUFFOLK " P.O. BOX 1237 1. CONCRETE 4,000 PSI 0 28 DAYS 2 X 2 X 2'-(o PRECAST f TOWN OF SOUTHOLD GUTGHO6UE NY, IIg35 2. REBAR TO BE ASTM A-615 GRADE 60 /� >. ALLOWABLE ACCESSORY BUILDING SIZE: PER SOUTHOLD TOWN ' I NO WELLS SANITARY HORIZONTAL SEPARATION DISTANCES FOR 3. WELDED WIRE FABRIC ASTM A-185 CONCRETE CATCH 5A45IN GODE SECTION 280-15-D AGGE550RY BUILDIN65 AND 1 I 5GTM #: 1000-q5-1-1.2 4. DESIGNED FOR AASHTO H-20 , SYSTEMS WITHIN 150 FT. STORM DRAINAGE NON-I EAGHIN6 STRUCTURES: STRUCTURES = 5% OF LOT AREA. ' WATER SERVICE LINES/LATERAL5/MAINS = 5'MINI ZONING DISTRICT: (A-G), AORIGULTURAL-CONSERVATION DISTRICT LOT AREA = 80,000.24 5F x 3% = 2,400 5F _ - - , 1 � NO SURFACE WATERS /// ///// //////y i UNDER6ROUND UTILITIES = 5 MINIMUM FEMA FLOOD MAP / ZONE: MAP NO. 36103GO144H / ZONE X b- WITHIN 300 FT. AREA OF SITE: 80,000.24 50. FT. OR 1.84 ACRES (NON-GONFORMIN6 . VERTICAL SEPARATION D15TANGE5 FOR CAST IRON FRAME AND 6RATE/COVER LAND N/F OF LOWERRE % ' STORM DRAINAGE LINES: GAMPBELL 1182 G OR APPROVED EQUAL 5 WOVEN WIRE FENCE SYMBOL % I WATER SERVICE LINES= 18'MINIMUM 51TE PLAN BASED ON rr ll (MIN. 14 1/2 6AU6E PAG AND P Cf) EXIST. EXI5TIN6 / SANITARY WASTE LINES = 18"MINIMUM ORIGINAL SURVEY BY: FINAL GRADE 10'MAX G.TO G. W/MAX. b" ME5H -x-x-x-x-x-x- ( ) 0 / / ////// 8"TRAFFIC BEARING ; ) , . SLATE j///// ///// i/ 4207 S.F. ' KENNETH M WOYGHUK LAND SURVEYING, PLLG :) SLAB i PATIO FRAME BARN 1 SEPARATION DISTANCE REQ'MT5 FOR PROFESSIONAL LAND 5URVEYING AND DE51ON 56" MIN.LENGTH FENCE In / I (UNDER DRIVEWAY d / SANITARY LEACHING STRUCTURES: P.O. BOX 153 AQUEBO6UE, NEW YORK IIg31 MANEUVERING AREA) •• POSTS DRIVEN MIN. Ib" � / (DRY) I 1 / . INTO GROUND. i / MINIMUM HORIZONTAL SEPARATION 0I5TANCE5: PHONE: (631) 2q8-1588 1--x•1 �[ r j I A.BUILDING W/GELLAR = 10-0 I£'6HTorFILTER10'-0" FAX: (631) 2q8-1588 ,. Q/ m 18"MIN I I G.WATER LINES = 10'-0" DATE: JULY 20, 2017 a/ O aroov �r , D.SURFACE WATER(YJETLANDS) = 100'-0' L � : STOOP EXI5TIN6740S.F. mX 3'MIN � ® 3'MIN y��' y y y ��O y y y yy 'y y /, POOL HOUSE 6.PRIVATE WELL = 150'-0' / / I F.PUBLIC WELL = 200-0 SETBACKS: y j ' PRINCIPAL BUILDING OR STRUCTURE, MIN. YARDS (FEET): X Z 1L I (DRY) H.RET.WALL(WTRPROFF) = 10-O NO WELLS 8 SANITARY , l / -NO BATHROOM J.U/6 FUEL TANKS = 20'-0" REPU I RED: EXI STI N6 ED: O PERSPECTIVE VIEW �asT K.U/6 UTILITIES = 5'-0" FRONT = 60.0 3q.7 67b ewu` -NO PLUMBING O 36 MIN.FENCE POST SYSTEMS WITHIN 150 FT. PAM L.STORM DRAINS = 20'-0" , , , , , CD I WRAP STRUCTURES I'---'1 -NO HEAT " 51DE = 20.0 / 25.0 20.q 24.4 / 50.3 � < Lf� M.CATCH BASINS, WOVEN WIRE FENCE (MIN. 14 I/2 NO SURFACE WATERS NON-LEACHING = 5-0 WITH FILTER GAUGE W/MAX.b" MESH u I 11 1 N.SAN.L.P. = &'-0' REAR = 75.0' 175.0' FABRIC o WITHIN 300 Ft. I EXI5T. PERGOLA SPACING) WITH FILTER CLOTH 1 P.PROP.LINES = 10'-0" HEIGHT= 35' / 2.5 STORY 2 STORY I STORY � D_ Z F- FLOK ? F� o , R1 OVER BRICK PATIO Q.T.O.SLOPE = 25'-0" I UNDISTUFZBEDD GROUND '" I (NO WORK) R.BLUFF = 65'-0„ Imo, O I 1-=3 DI�� I NON-RATEABLE 501L COMPACTED SOIL "I 400 I �, � 5.5EPTIG TANK= b'-0" ACCESSORY BUILDING OR STRUCTURE, MIN. YARDS (FEET): ✓�' � � m WTR EMBED FILTER CLOTH r - s' ` extSr.t' CK PATIO ,�a EXIST, REQUIRED: EXISTING PROPOSED: A MIN.OF 6" IN GROUND. �4• EXIST. FRAME 6ARAOE I e rKK I ' I SWIMMING POOL 5EPARATION DISTANCE REQ'MT5 FOR ' SIDE = 25.0' 2.q' N/C m SECTION VIEW TO BE DEMOLISHED exlsr t�asr.4 I , (NO WORK) SANITARY 5EPTIG TANKS: REAR = 25.0' 170.1' N/C COLLAR MATERIAL 6"MIN' o x6•t ����*� �� MIN.HORIZONTAL SEPARATION DISTANCES: HEIGHT = 22.0' 26.0' ! N/G • (PENETRATIOW GONSTRUGTI ON SPEG I P I GATI ONS 5D• - I ' I A.BUILDING l^V CELLAR = 10-0 -1 RATABLE 501L t, 1•WOVEN WIRE FENGE TO BE FA5TENED 5EGURELY TO FENGE P05T5 WITH WIRE TIE5 +>' fi - I I B.BUILDING ON 5LA13 = 5'-0" I/A OWTS UNIT SIZING: w W OR STAPLES.P05T5 SHALL BE STEEL EITHER"T"OR"U"TYPE OR HARDWOOD. / I� /-'� ' I G.WATER LINES = l0'-0" I- �J S.G.D.H.S.DIVISION OF ENVIRONMENTAL QUALITY,STANDARD FOR APPROVAL OF PLANS AND UNDERLYING'5AND AND 6RAVEL STRATA F �' m x 6'�.�� I I D.SURFACE WATER(WETLANDS) =15'-0" 2,FILTER CLOTH TO BE TO BE FASTENED 5E6URELY TO WOVEN WIRE " I , F.PUBLIC WELL = 200'-0" CONSTRUCTION FOR 5EWA6E DISPOSAL SYSTEM FOR 51%L�-FAMILY RE5IDENCE5 NOTES: FENCE WITH TIE5 5PAGED EVERY 24"AT TOP AND MID 5EGTION. ///////////// ' '~`� , " DATED: DECEMBER 29,2011 FENCE SHALL BE WOVEN WIRE,12 1/2 6AU6E,6"MAXIMUM MESH OPENING. . 8 I 1 6.PRIVATE WELL = 100-0 ARCHITECT: I.DOLLAR DEPTH 15 NOT REQUIRED WHEN RATABLE MATERIAL EXISTS FOR FULL DEPTH. / / ;,, ,,; i , H.RET.WALL(WTRPROOF) = 10'-0" TABLE 3: MINIMUM I/A ON-SITE WASTEWATER TREATMENT CAPACITIES 2.COLLAR MATERIAL SHALL BE GLEAN GRAVEL OR BANK RUN. 3.WHEN TWO 5EGTION5 OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- - % / l /GOV.i • 6 BEDROOM DWELLING: EXISTING SANITARY SYSTEM: J.U/6 FUEL TANK5= 20-0 3.ALL DRAINAGE STRUCTURES MUST EE WRAPPED WITH FILTER FABRIC. 0 / I " MINIMUM TANK CAPACITY=bb0 GALLONS (kCH(r ' � LAPPED BY 51X INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER FILTER X, I K.U/6 UTILITIES = 5-0 �` C ' MIRAFI IOOX 5TABILINKA T140N,OR APPROVED EQUIVALENT. % / PO 24 4' ABANDONEMENT BY REMOVAL i 0 / L.STORM DRAIN5 = 20'-0" gUTk I/A OWTS UNIT LOAD CALCULATION: /� P• F9 ;, NPI A _ 5TORM HATER 1 4.PREFABRICATED UNITS SHALL BE 5EOFAB,ENVIROFENGE,OR APPROVED EQUIVALENT. 6� / I • M.CATCH BASINS = 5-0 cil / I / PROPOSED (NON-LEAGHIN6) PROPOSED SANITARY DESIGN FLOW: 6bO 6PD LEACHINC-� POOL (5D) DETAIL 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN /////////�/�/i/////// / I N.SAN.L.P. = 8'-0' •• 6 BEDROOMS® 110 GPD/BEDROOM=660 GPD "BULGES"DEVELOP IN THE SILT FENCE. '� //// I/ CONTROL PANEL AND BLOWER: P.PROP.LINES = 5'-0" •U5E (1) HYDRO ACTION WA5TE WATER TREATMENT PLANT W NOT TO SrkE PROD. 1 rT-1° _ _ / I >>L�a ----� , SEE CONTROL PANEL REQUIREMENTS NOTES, Q.T.O.SLOPE = 25'-0" •• USE MODEL No.AN600,GRAVITY SYSTEM �[� a ,`• /�;� � CAST IRON FRAME AND 6RATE/GOVER U.S.DEPARTMENT OF WIULTURE z E i (6 BORN) I ECCN6 I� 1 THI5 DWG. FOR MOUNTING PE-516N AND R.BLUFF = 65'-0" •• TOTAL TREATMENT GAPAGITY, 660 6PD CAMPBELL 1162 G OR APPROVED EQIJAL ' NATURAL RE50URCE5 CONSERVATION SERVICE SILT �- - - 1� Cp ' / t/ -r I REOUIREMENT5 5EE 'PROPOSED 'H'FRAME •• TOTAL WORKING CAPACITY: I Sq5 6PD * Z I NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE 6° / Yy/ BA MENT , •• !. NEW YORK STATE SOIL d WAT62 ca vATION G"ITTEE FENCE m x 6' / y d DETAIL ON DW6 5P2 FLOW RANGE: 50-660 GPD , 0 FINAL 6RADE , / GAR I vel •• LIQUID SURFACE AREA: 51 56.FT. cAST,Ns � • ••, � , � � 2 GAR AR. FIN. FL. �' / GAR. / %//// %//fj' i I •• SEE DETAIL FOR INFORMATION,DWG 5P2 \ATE a c1=0R ADJUSTMENT PROP05ED AREA OF 015NRBANCE: PROVIDE NEW 14 BLUESTONE GOV / ✓ PROPOSED AEROBIC TREATMENT PLANT: •• MAINTAIN REQUIRED SEPARATION DISTANCES,DWG SPI DANIEL A. BUTLER, R.A. OF cAsnw t I DRIVEWAY W/ STEEL EDGING r / ' % / 5425 I USE: TO 6RADE-WITH CAST IRON "`'' s I 32,500 5q.Ft (0.76 ACRE) POR %///// COV. II - I I �� I -HYDRO-ACTION 5ET-N-60 ON51TE HAS R FRAME AND GOVER_IF voER �; n bEPiH 9D �, - _PGR , ;�, I SANITARY LEACHING POOL SIZING: -�� , �r �, �- y, i Q •TREAT�N NF�NT�UNAIYITM 1I1D PER 5LD.H.5.DIVISION OF ENVIRONT ENTAL QUALITY,STANDARDS FOR APPROVAL OF PAVED AREA _ ".� , � � m x 6 �. -T 'ts>-. 24" I :'+ LINE / SYMBOL LEGEND .,�, .,;, Se=r►+s _-_----- j�� , (,�U I "� PLANS AND CONSTRUCTION FOR 5EWA6E DISPOSAL SYSTEM FOR SINGLE-FAMILY ..•. , PROPOSED 1,000 GALLON ----- ------- I; a 57 I , I •• PRETREATMENT TANK(PT) RESIDENCES m PROPERTY LINE I I� J a AERATION CHAMBER(AG) -j m UNDERGROUND PROPANE TANK w x g' TCH M , I _ I DATED: DECEMBER 2q,2011 O PRIMARY SETBACK --•--•--•--•--•- /p`� _ rEMgV, I L -- I I '1\ •• OP5-OP/CHIC GN1R(GPU W ALARM BEACON d CD Q ,. I -m x 6' �U D _ _. I Q AUDIBLE HORN ALARM(LOCD REMOTELY,AS WN) REQUIREMENT PER TABLE 4: MIN.LEAGHIN6 SYS.FOR A b BEDROOM RE51DENTIAL PROJECT 15"PIPE DIA MIN. I - _. _.._ EMERGENCY GENERATOR t n �_�� Z • PROVIDE: < IAS MIN.(A5 RKIUIRED) ® ® EXISTING TO BE � 4` 0 2"U/6 ELEG GNP FROM PWL6 TO REMOTE G PNL MINIMUM LEAGHIN6 SYSTEM(400 50 FT 51DEWALL AREA) O ` 2'U/6 El EG CND FROM A.G.TO OP5 X £ ACCESSORY SETBACK NEW FENCE GATE -�O % -� " (� MIN.50%EXPANDED 5Y5.(600 SQ.FT.51DEWALL AREA) I�aI �DHa51TY I�oLYETTaYLENE(fIpPFJ •' ® ® � I Q ? REMOVED/RELOGATED -t1 ',amu;}""1 C ; EXIST. 2 STY FRM. DWELL. 2"U/G VENT CND FROM P.T.TO HOUSE STACK Q DRfa'Iti ET TO tw CONN. 10"m MIN ® ® ® � ® ® NEW UNDERGROUND - T J '��=' SANITARY LEACHING POOL DESIGN: n g -. TO BE DEMOLISHED 6Fi GONVENIENGE RECEPTACLE NEARBY GNTL NIL LL sD TO coNN- Is•m MIN Iii ® ® ® -' ® ® I PROPOSED ELEGTRIC 5ERVICE 1 I Z LEI U TABLE 4 - MIMIMUM LEAGHIN6 SYSTEM DESIGN FORA 6 BEDROOM �•/• W CV CD } ROOF I vR coma.a•m MIK BLDG. /ADDITION ���'-- I I-' - (pEEp 4400') � PROPOSED LEAGHIN6 FIELD v ® ® ® ® ® ( ; `, •:, RESIDENTIAL PROJEGT I--r-I I Z Z Q MIN. I 1 I I ' + - ACTUAL Q USE: Z � �- �, ® ® ® N ® ® , , - -- 4,472 / MINIMUM LEAGHIN6 5Y5TEM REQUIREMENT = 400 5Q.FT. 51DEWALL AREA 0 W (Z/ ® ® ® ®M , WATER �� I �X�STIN6 WELL FOR o�� O x 5 (2) 8'� x 8.0' EFF. DP LEAGHIN6 POOLS 400 5Q,FT LEAGHIN6 AREA / 25.0' 5Q.FTJVERT FT = 16.0 VERT FT REGI? z < Il _ 6 IRRI6ATIO 0 Y MON. • LOGATION FOR 50% EXPAN51ON 5H0 U5E: Z W � ~ Q✓- IL Fi ® ® ® ® ELECTRICAL naw ® ® WRAP STRUCTURES o�x I-15.00 EL.: 53.6' • MAINTAIN SEPARATION DISTANCES (2) 8'Q� x 8' EFF. DEPTH LEAGHIN6 POOL � � � � O � '� moN. S ��0��'30° LU • MAINTAIN 5% GRADE 20' BEYOND 5AN.5Y5. MIN. LEAGHIN6 AREA REG'D' = 400 SQ.FT.OF SIDEWALL LEAGHIN6 AREA � O @ ® © ® ® ® 1 WITH FILTER FABRIC GAS EL.: 54.3' • 5EE DETAILS ON OWE? 5P2 W 0 ® ® ® ® NSE 6EOTEX 551,BY :, \ / 51DE WALL LEAGHIN6 AREA PROVIDED = 400 5.F W L O ® ® ® ® PROPE4 (2) NEW COBBLESTONE SANITARY SEWER DRIVEWAY APRONS / O GLOCATION FOR EXPAN510Nf,P�IO.O^L HASYB�N PROVIDED w O j # ,_.I N e'-o• I , W/ 6' TRENCH DRAIN [� lO O SGOPE OF V40RK: } n o n � Z- N in FENCE TO 5D. •O 5EE DRAWING SP2 FOR SANITARY E__4 O 6ROlJND WATER U.P. STRUCTURE/COMPONENT DETAILS I. DEMOLISH EXISTING 2 STORY FRAMED DWELLING, EXISTING FRAMED IL/ vLL OO (v LLAR MATFRI OVERHEAD ELECTRIC - -• -• -' -" -• - U- GARAGE, AND RELATED UTILITIES AND SANITARY. CL d- O PURCHASED 501L QUANTITIES: 2. CONSTRUCT NEW I STORY FRAMED DWELLING WITH ATTACHED LL - TEST HOLE ® U.P. O WELL 4 SANITARY SYSTEMS WITHIN 150 FT. THE 51TE 15 FILL NEUTRAL RE6ARDING THE SANITARY SYSTEM INSTALLATION GARAGE, PORCHES A140 RELATED UTILITIES. - - - - - NO 5URFAGE WATERS WITHIN 300 FT. UNDERLI'IN6 5AND AND GRAVE-STRATA ) MONUMENT vwuw.dignetnycli.com O Z 13 of N�WY01?KCI1Y www.ca�lsll.com Z W STORM DRAINAGE TRIBUTARY 1 - TE PLAN &SONG ISLANn (for other states) O CQ I.COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. MAIN HOUSE ROOF RUNOFF: 2.COLLAR MATERIAL,SHALL BE GLEAN GRAVEL ONLY. CALCULATION : 5,411 5Q.FT.X 0.161 X ID = g14D GU.FT. V < 3.ALL DRAINAGE STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. 5TORA6E VOLUME REQUIRED = g14.0 GU.FT. I 500-212-44801811 o VOLUME = AREA x RAINFALL x COEFFICIENT ! IY 4.FOOTING RIN65 REQUIRED UNDER DRAINAGE STRUCTURES. USE, RAINFALL = 2.0" = O.Ib1' O 5.USE 15"DIA GORRI«U6ATED H16H DENSITY POLYETHYLENE(1 IDPE)HEAVY DUTY PIPE FOR 4-8'�X 6.0'H.(6.0'LIQ.DEPTH) By law,excavators and contractors working in For safety reasons,homeowners are strongly COEFFICIENT OF: - - Z INTERGONNEGTION OF ON-51TE STORM WATER LEAGHIN6 POOLS STORAGE VOLUME PROVIDED = 1,013.16 GU.FT. Nassau A HDPE PIPE SPECIFICATION(AA5HT0 M-2q4) •PERVIOUS GRAVEL DRIVE/PRI = 1.0 30 15 O 30 60 ci0 120 150 theand Suffolfive k Counties on LongCity sand land must encouraged to call as well when planning arty •ROOF AREA= 1.0 _ 6RAPHIG SCALE I' = 301-011 type of digging on their properly. B.INSTALLATION OF HDPE SPECIFICATION(ASTM 0-2321) ' AREA OF: TRIBUTARY IIcontact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at C.WATER-TI6HT JOINT TE5nN6 5PECIFICATION(ASTM D-3212) # DRIVEWAY.PARKING AND MANEVVERIN6 AREA RUNOFF: 48 hours but no more than 10 working days 1-800-272-4480 or calling 811,the � ROOFED OVER AREA AND IMPERVIOUS STRUCTURES 9 y v s D.GASKET SPECIFICATION(ASTM F-477) d 5,500 50.FT.X 0.161 X 1.0 = glq.0 CU.FT. (excluding weekends and legal holidays)prior national call before you dig number.For •SEMI PERVIOUS 5TRUGTURE5 5TORA6E VOLUME REQUIRED = glgD CU.FT. to beginning an mechanized di •PERVIOUS GRAVEL NOTE TO INSTALLER: 9 9 Y digging or excavation work completed on personal I ALL DRAINAGE 5TRI1GIURES SHALL BE PLACED IN ACCEPTABLE excavation work to ensure underground lines TYPICAL STORM WATER •DRIVE/PARKING AREAS ' 9 property,it is Tth contractors s 4-8'(P X b.O'H.(6.O'LIQ.DEPTH) are marked.Excavators and contractors can responsibility-NOTthehomeowners-to STORAGE VOLUME PROVIDED = 1,013.76 GU.FT. LEAGHIN6 SOILS(5P OR SNU,IN THE EVENT POOR LEAGHIN6 MATERIAL 15 also submit locate requests online,through contact DigNet.Having utility lines marked' EAGHI 146 POOL (50) DETAIL � ENCOUNTERED,EXCAVATION 15 TO BE CONTINUED 6'BELOW BOTTOM OF ITIC.If you do not currently use ITIC,please prior to digging is free of charge. Q STRUCTURE AND 3'BEYOND 51DEWALLS FOR A Y COLLAR AND b' call 1-800-524-7603 for more information. SPI TRAFF I G BEARI NGS 1 STORAGE VOL REQUIRED: 1832 CUPT. STRATA BELOW STRUCTURE. SURROUND AND BED WITH SUITABLE T.- NOT TO SCALE STORAGE VOL PROVIDED: 2,02752 GU FT. MATERIAL(5P OR 54 5GDH5 APPROVAL AREA: (I OF 2) S.C.D.H.S. SET I i b Y (2) 2x8 x(LENGTH TO 5UIT)ACG HORIZONTAL GRO55 MEMBER5(T(P) IF A RI5ER COVER WEIGHS LE55 THAN 60 LBS A SECONDARY PROPOSED DWELLING MAINTAIN 5�GRADE:: SAFETY LID OF DEVICE SHALL BE PROVIDED. (CELLAR) A MAXIMUM 5%SHALL BE MAINTAINED FOR A MINIMUM OF 20'HORIZONTALLY (b BEDROOM? , • I/A OWTS • FROM THE NEAREST EDGE OF THE LEACHING POOLS BEFORE TAPERING OFF 15T FL.EL.5425' • ELECTRICAL • USE(4)Y2"(P GALV CNT L PNL PROVIDE COVERS: 12'w x 14'h N TO PREVENT SEFPAE3 OF THE LEACHATE THROUGH THE TOE O I EDGE ) WHEN REQUIRED TO BE SET AT FINISHED GRADE USE: LAG BOLT W/GALV. THE SLOPE(EGKJATE�i TO MAXIMUM DROP OF 12"OVER 20'HORIZONTA No THERMOPLASTIC COVERS-LOOKING,WATERTIGHT, WA5HER® HEAC' • • - PROVIDE COVERS: IN5EGT-PROOF,FLAT,SKIL'PROOF,BE APPROVED FOR SEWAGE • • dj (TVP ® EA.POST) U5E d HAVE UV PROTECTION I GRADE® DWELLING 2"0 PVG HW EN NOT REQUIRED TO BE SET AT FINISHED GRADE USE: = EL.52.15' PENT PIPE 4x4x8'LG AGQ •PRECAST REINFORCED CONCRETE COVER(OR EQUAL) j CONNECT TO TIMBER P05T THE CONTROL PANEL BOX F- GRADE OVER L.P.EL.52.15'+/- PROP.GRADE OVER OP® EL.52.15'+/- GRADE OVER ETU A 52.-15'+/- G 0 HOUSE STACK MINIMUM COVER 36" MU5T BE PLAGED OUT5IDE � p BELOW GRADE ON A SUITABLE PEP 5TAL INCASED IN POURED WITHIN VIEW OF THE 5Y5. 1 z O 0 GONGREIE It: 12" I THAT IT 5ERVE5.CONTROL dJ CENTER 5HALL BE DIAMETER 5ONOTUBE. in p Z (TYPICAL) MOUNTED 3.5'ABV FINISHED m GRADE(MIN)OR ABOVE z z BFE,WHICHEVER 15 HIGHER ! TO.SLAB: EL.52.4' /I PROPOSED 1 -- 'H' FRAME DETAIL N� B.O.SLAB: �.Sl.q' _- (STRUCTURE FOR I/A 0WT5 CONTROL PANEL MOUNTING) fV N j SCALE: NONE r N DISTRIBUTION POOL I 01J5E INVERT TO 1 O O TO,SLAB: B_ 510' _ o DP ®I I PRE-TREATMENT TANK (PT) INV®DWELLING 50.15' GRADE 110 ---- ---- 0 of q - 11 , _4+PL L"� , U5E: 4"(P 5DR 35 PIPE, BO.SLAB: 505' II III III II II 11 IE a PT MIN. 5LOPE =Y4" /LINEAR FOOT �\ X/ -T LL T�1= W.•D.P. INV.a AL. 11 DWELLING: 10.0' RUN X i" = 0.25' : 1 \� \� \� 1 f \ I.E._ EL.500 D15TRIBUTION POOL (OP) B"�'q EL.50.3' =EL 50,4 II I I I I = EL 50S � � a � f a TO LEACHING POOL LP. B.O.M.H.® II II11 1I ����� II I U \ \ ° • /\/�j\�j ° I p �j �/ NATIVE ( ) EL.4q,4 AERATION CHAMBER (AG) TO II III Cb�� \ RATEABLE LP U55 4"(P 5DR 35 PIPE, 3 D15TRIBUTION POOL (DP) \ 1 ° \\ J I a o �j 501E LEACHING POOL(5) O.INV.= g II II I / ]�?y'. \ I I ° 1 MIN. SLOPE _ /LINEAR FOOT O.I V. U5E: 4"(P 5DR 35 PIPE, 11 II \ (I OF 2) 8.0' RUN X " = 0.083' (0.10) MIN. SLOPE _ �" / LINEAR FOOT II II P)�lE'gl 'l<YT \/ I I \� J 8.0' RUN X�" = 0.083' (O.Id) II II I TA PUMP/GOMPRE5SER POWER CIRCUIT d A. MI 4 SANITARY SECTION I1 - LI LI -�` SPI SPRAY PUMP RATIN65° 3/4HP 0 115V 15.0 F.L.A. U � NOT TO SCALE 8.0.CHAMBER® EL.45.15 BA.TANK A EL.45.15 1 N N N MOTOR = 662 M2 GSR b LOOPS I I 6 m CL .+L_� 4 ' RPI BLK REGIRG PROVIDE 20 AMP BREAKER IN ,fin PUMP PUMP RATINGS: O O o MAIN ELECTRICAL PANEL IN = N MOTOR 3/4HP 115V 15.0 FLA. ------ ------ -- PROPOSED BUILDING FOR �_ F"11.. PROPOSED I/A OWT5 1 6 i 3'-0"RATEABLE B.O.POOL® EL.420' 3'-0"RATEABLE ! r _ �= M3 NEW 20 AMP,I POLE BREAKER DEDICATED FROM UTILITY IXER TO HYDRO-ACTION CONTROL PANEL PROVIDER 501E COLLAR 8'DIAMETER SOIL DOLLAR AK-080917-1 � z V m 14x12 MPI MPUMP PUMP RATIN65: 120 VOLT,I(P 5ERVIGE TO HYDRO-AGTION INGOMIN6 SERV. • o ® ® ® ® ® ❑ OQO INSIDE LID VIEW Q N MOTOR CONTROL PANEL (DETERMINED v NOTE: ENCLOSURE HINGE TO THE RIGHT H 3/4HP® 115V 15.0 FLA. Q ON ON ON ON ON ® (2 a6,pb IN I'PVC,PIPE) BY OTHERS) n �i ❑s a O1 20 0 ® I ® o ""' ®�®�® C.�� II� HYDRO-AGTION HYDRO-AGTION 1�1 N z UTILITY GI AERATOR I/A OWT5 MAIN BUILDING 5ERVIGE r w NO N COMP OR IGO P.RAT?115V 4 FIA ELECTRICAL CIRCUIT BREAKER METER w m to�- M. � 9JB3 �6 � INI�MCIN6�1.L6 N CONTROL PANEL PANEL .. NO GROUNDWATER. ENCOUNTERED ® EL. 36.5' ® ® ® ® 0 I2'w x 14'h �/ O c � ALLW mix HIGHEST EXPECTED GROUND WATER ® EL. 11.26' � � � � � � INTERNAL vEPROTECTION PER WELL MONITOR STATION 553324.1 I Q d }� ELECTRICAL NOTES: EXISTING < I. BURIED ELEGTRIGAL POWER GONDUIT5 54ALL GROUND ROD r___ , X Z LL- a O ° 0 "LABELS ON OUTSIDE OF LID � � P1 N P1 N P1 N C1 N 1 2 3 4 5 6 � BLU I LRI-QI RED/Wli MI WHT BE A MINIMUM OF 24 IP,HES BELOW GRADE. [�'� T"""---4 T---""" T"""""' 2.ALL ELEGTRIGAL WORK TO BE PERFORMED IN Q WL raz tai RNIL ao® S I u�ua9MU9 a�sl ss�ax� ACGORDANGE WITH NEG. ==_ S ,I �T�� � , ��u� BLU I LRI PINK/WH �Q < Q Y Y ELECTRICAL ONE-LINE DIAGRAM O = 2 2 PINK/WH p m A RE�IRC,RUNNING 56ALE:NONE E...� CL ® 0 3 m o a 5 BLU I LRI-Q3 YELMIHY�iT O ` ` z 0 0 0 0 0 o a a a a a a o o= F ¢ < STOPPER OR SUITABLE COVER -0• SP1 N RP1 N P1 N Ci N 1 2 3 4 5 6 R� O 62E®(®�52Wa0P¢ilE d[wf®m4(IRIEBbPBC ¢tPt�EN(ta@S�R > a " $ u u ; 3 YEL/WH END PLUG F T0 6RADE (V uN• r�uta� PUMP) G MIXER RUNNING NOTE,ADDITIONAL GLEAN OUT 5HALL m oua�aaow�LL5 I - BLU WHT �'"- CONNECTION DIAGRAM BLU LRI-04 RED LRI BE PROVIDED IN INTERIOR OF BLD6, NO HOU5E TRAP SHALL BE PROVIDED REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 In 16 PLG SEWER PIPE PER IRG 2015,P3201A ZZ BLU A5-1 PINK 30' ELBOW W _ CONTROL PANEL REQUIREMENTS: NPI GAL NOTES: �- I.FOR GLEANOUT(5)LOCATED IN O O o o I.THE CONTROL PANEL BOX MUST BE PLACED OUT5IDE BLU 5 6 RED RUN AUD. EXTERIOR TRAFFIC AREAS,PROVIDE WITH ON A SUITABLE PEDESTAL WITHIN VIEW OF THE CLEANOUT TRAFFIC BEARING FRAME AND ARGHITEGT: 5Y511-M1 THAT IT SERVES.GNTRL GNTR AND BLOWER ORG BRN Nrs. COVER SHALL BE MOUNTED 3.5'ABV FINISHED GRADE(MIN) HHA MUTE 2.FOR U5E WITH BUILDING OR ABOVE BFE PLUS 2.0'FREEBOARD,WHICHEVER 15 EXTENNOWCONNEGTION5. RCf f/T HIGHER. SEE 'H'FRAME DETAIL ON DWG SP2. BLU TESTQ�� E3 U T �G�:. s 2.EXTERIOR PANEL(NEMA 4X SPECIFICATIONS) 604 WYE f�W P 4F,�, ` Roy e�GF RFo PLACEMENT ENABLES THE SYSTEM TO BE SERVICED O ALARM LIGHT tz AT ANY TIME,ELIMINATING THE NEED TO ACCESS THE ��0 Z��' a INSIDE OF THE BUILDING. RED BLK WHT 'w p i m 3 3.THE CONDUIT MUST HAVE APPROPRIATE SEALS TO PREVENT GASES AND MOISTURE FROM REACHING THE 11.9' CONTROL PANEL OR.UNCTION BOXES. , o�0 0 4.SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING ENABLE , WARNING 5Y5TEM WHICH WILL ACTIVATE AUDIBLE AND BLU I 2YEL V15UAL ALARMS THAT CAN BE READILY SEEN AND 11 PLG NPUT 03�� HEARD BY THE OGCUPANT5 OF THE BUILDING LDIN6 SERVED. `��•rE�-� oRG 5.PRE55URIZED MUST BE EQUIPPED WITH A CONTROL DANIEL A. BUTLER, R.A. 729 `�'• PANEL WITH MEANS OF CONNECTING A PORTABLE OVERRIDE TAN GENERATOR TO OPERA BLU 3 4 12 P - TE THE SYSTEM DURING A GSR PLC NPUT CDN TANK POWER OUTAGE. BLU K 14 PLG NPUT Q + � TIME D05E 17 PLG NPUT a O TAN (� [� �I BLU DEMAND 615 6 FINISHED GRADETANff c SPRAY IB PLG NPUT Q COVES ELECTRICAL SCHEMATIC DIAGRAM �TLL }- p COVER 2' N r WI BI NOTES: WI h•�-I W � } N O FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. v I Z Z Q CONCRETE 20" `r ✓� MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER Z Q CHIMNEY MIN ��j�� \ DASHED LINES INDICATED ITEM5 NOT CONTAIN IN THE PANEL. LIJ (L/ Z Ln O (� PLG GNTRL PNL W/HPI20 C-OMPRE55OR AND ---- /� REQUIRED TORQUE FOR TERMINAL BLOCK 5GREW5 15 Ib IN-LB5. BLOWER TO BE INSTALLED REMOTELY POWER LINE AND MI5G.CONNECTIONS //\� -- - FIELD WIRING MU5T BE A MINIMUM OF 60•G COPPER WIRE. Z W �j ~ DY IL (SEE 511E PLAN FOR PROP.LOGS TO BE MODIFIED AS REQUIRED TO \//% z _� \\ MIN 4'DIA. ® >� W W Q � Q ACCOMMODATE REMOTE LOCATION OF APPROVED OP5 CONTROL CENTER A5 SHOWN ON PIPE PITCH ® `fl ' Q W O SITE PLAN �� , 1 Y.PER I'-0' ® a I 4 Q + I. 3'MIN. 3'MIN. \y 2'PVG VENT LINE(TIE R COLLAR O Q INTO BLDG VENT 5TAGK) _ C LL O Q z I INSTALLATION I II F __ 1 �/ 0 LL - ®® SEPTIC,TANK GONSTRUGTION CRITERIA, u) r'1� REQUIREMENTS: I I 1 11 11 ® I.FOR AREAS ON SAND AND GRAVEL,THE N 1^--'x-11Q Q II 11 11 `T' ®® DE516N OF THE LEACHING POOL 5HALL BE Q F-�•1 I.THE I/A OWT5 TANK 5HALL . I II \\/\ ®D�® BASED UPON A MAXIMUM LEACHING RATE OF •' BE INSTALLED AT LEVEL IN II ���®� I II II �� ® ® %�j� IS GALLONS OF SEWAGE PER DAY PER 5F. O z ,\, I \ OF SIDEWALL AREA. Z ALL DIRECTIONS(WI1N A I II 2.LEACHING POOLS ARE TO BE CONSTRUCTED W C �+ID�EI[� 3'MIN TO s \.' O (- MAXIMUM TOLERANCE O I I I II 8'O' OF PRECAST REINFORCED CONCRETE(OR O V Q < l52RO WATER ANY DIRECTION OF+/ONE i II RECORDED "' EQUAL)LEACHING STRUCTURES,SOLID QUARTER INCH)ON AP.T.� ?III I I rcT o a DOMES a/OR SLABS. � MINIMUM 5-INC-44 THICK BED ]PRE'TREATMEN'T I I II II � C 3.LEACHING POOLS SHALL BE A MINIMUM OF V COLLAR BE EPTH IN OUTSIDE DIAMETER. OF PROPERLY LEVELED I I I I I I I 4.ACLE55 OPENINGS WITH A MIN.DIA.OF 20 Q (B ILL TO BE GLEAN �n�� ; AND COMPACTED SAND 1 I I II I SAND AND 6RAVEIJ 54ALL BE PROVIDED FOR EACH POOL. Z (FREE FROM ROGK5)OR I II I 1 II II _ 5.ALL COVERS,WHEN NOT REQUIRED To BE PEA GRAVEL I I I I 1 I I I I I - - - ��•It BROUGHT TO GRADE,SHALL BE OF LL 1 LEVATION `fl z K�ASrREINFORCED C49INGRETE COVERS OVER 3' ARE NOT U!. I u u PERMITTED 6. ALL CAST IRON COVERS SHALL BE SET AT (n _ 5.0' I I 53' FIN.GRADE,BE LOCKING,WATERTIGHT, TYPICAL IN5EGT-PROOF i APPROVED FOR SEWAGE HYDRO-ACTION WASTE WATER TREATMENT PLANT SANITARY LEACHING POOL (LP) USE. SP2 F MODEL No. AN600 GRAVITY SYSTEM) NOT TO SCALE0 LIP (2 OF 2) S.C.D.H.S. SET { S.C.T.M.# DISTRICT 1000 SECTION 95 BLOCK 1 LOT 1 .2 LANLD N/F OF LOWERRE PARTNERS L P 175.00' 1.2V 'N j11 4446'30" E 8' POST/WIRE FENCE 3.5 9.9•W 3.0'N � M O O W O V w U � U2 w 3 U) 0 a 00 45.2' V Z- �. OCL J J CK : LL ... O w CONC. f CJ W wo . RSU7E LtIZ— PATIO 1n W •'tV Q J J Z Q iZ J W g w WOOD STOOP 01-1-'-'-'-*POOL: : ::: a ,E.:.:: NO BATHROOM NO PLUMBING NO HEAT BRICK PATIO 0 :`. SWIMMING POOL.: m LLA :<::.... O w ::::::::................. OBRICK PATIO CID ` c ::;:::;::::: M;::;:.;::: :: 8.7' �-+ o.:.:GAR!........ Cft `d+ :w:;..:;::;;:::::•:.:::::::::: GATE 4' CHAINLINK FENCE co Z `28.3'• W V 30.0' w fv p) c0 O_ Cr to 30.0' Ut 49.7' 6.0' 40.0' FOUNDATION Lo w AUG. LOCATION 2022 0 3(J c 40.0' m 24.0' cvn 30.0' 25' n r b O w �4 z V b O (DEED 4400') C 4,472'± ACTUAL ....rte. N. o.s•N � 175.00 `rMON. S 44"46'30" OREGON ROAD U.P. -0- U.P. 7HE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL o LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS U.P. AND OR DATA OBTAINED FROM OTHERS AREA: 80,)00.24 SQ.FT. or 1.84 ACRES ELEVA"ON DA TUR. UNAU7HORUED ALTERA770M OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE£DUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TV7701V LISTED HEREON, AND TO 7H£ASSIGNEES OF 7HE LENDING INS77TUT70N, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECInC PURPOSE AND USE 7HEREFORE THEY ARE NOT IN7ENDE0 TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, AD017IONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/moi' SUPSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARAN7E£D UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY 30 0 15 30 60 120 SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: RICHARD SACHS; MAP OF: FIRST AMERICAN TITLE INSURANCE COMPANY; FILED: SITUATED AT:CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC LOC. 08-25-22 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 08-30-17 � � P.O. Bos 153 Aquebogue, New York 11931 PHONE (831)298-1588 FAX (831) 298-1588 REVISED 08-02-17 FlLE # 17-103 SCALE: 1"=30' DATE:JULY 20, 2017 N.YS. LISG NO. 050882 maintaining the records of Robert 7. Rennerry & Kenneth V. Woychuk S.C.T.M.# DISTRICT 1000 SECTION 95 BLOCK 1 LOT 1 .2 LANLO N/F OF LOWEHHE NHKTt1EKS L F' ...> .� .—.. ..w�. ..��� . _ .e. ....._._.. 1.2V SUFFOLK COUNTY DEPA.RTMm T OF HEALTHSERVICES 175-009 N ¢¢�¢fi'30" E !"I' pr),-T/WOK: F`NCZ 3.1'N �,4 PROVAL OF CONSTRUCTED WORKS FOR 0.7'E ASINGLE FAMILY RESIDENCE 9.9'W 3.0'N Date: OCT 2 4 2M H.S. Ref. t�o. R ►o-I g s?p 2 WELL The sera-e disresal and wafer sapply facilities at this location Fate b-een Inspected and/or certified b this department or ether agcndes and I found to be sat;sfittcry FOR A IVAXIPAUM OF BEDROOMS. ( CRAIG KNEPPER, P.E., CHIEF OFFICI= OF VJASTE MANAGEMENT I w I M y O I o N C6 ILI liJ t "` ►... 0 � I WO ci tL0 \ U C I t� tY cc I Y w J0 m 8 Ox8 DEEP hi �—. I Uj Ox8Eo 8 DEP IL ( DRAIN �I W :':w 8'0x8 DEEP 0 i CONC. 4.2 1 ' J c :18.2'`' LL Y I coNc. 4Q.0 Cti J SLATE FRAME BARN ` AR , PATIO18.2 E \ Y I 0 RCA DRIVEWAY 1 I Y 76.5 N 3 I ,moo STOOP ci I RCA DRIVEWAY i GATE �O : BRICK PATIO I g� i POOL EQP. : 0 .::. .: LP GAS :'r.:;:SWIMMING WOOD/WIRE FENCE I BRICK PATIO DRYWELL t� I 8'Ox 1 O'DEEP GATE GATE ;_ 8 Oxfi DEEP ' f 1 I 300x2 DEEP BBQ' QRYWELL G1 49.6' 8 0x6'DEEP p :CELLAR {' W ENT. ::; .w` : .': '' ENCLOSED CONC./STONE o .PORCH::o:o ' PAHO 1.0'x.:. s.0 ...TER UNE ::: : 40,0 : . BRICK STY :;: .;o :w DWELLING `; :::: : ;:'`` :o BRICK :......::::::•:;:: SEPTIC PORCH CONTROL RAGE :::`::;;;'::;::::::;::;'40.0: DRAIN :: :::. ':`v:: :':::':`: ::`:: ROOF OVER '`; 24.0'::cn /COVERED ::;cn ; ::::::::;:',•:'::': ATE BRICK PORCH •:::•30.0 : : ` f 25 SEPTIC LOCATION C.0 POINT "C" POINT "D" b GATE BRICK WALK DRAIN S.T. 35' 21' Ci S.T .O D.B. 38' 28' x p PRYWELL i L.P.1 46' 40' b 0 8 OxWDEEP " L.P.2 49' 34' ON 3 D.B. Z 014 tz z w P 11'W LP1 4 � b I (DEED 4400') LP GAS WOOD/WIRE FENCE 103N 4,472'f ACTUAL ELEC. 3.3'N MON. 11.5'w TRENCH METER 0.2'N DRAIN 175.00P —MON. S 4446130" EDGE OF PAVEMENT 98� RECON RDAD ® 0 OCT 10 2023 U.P. .o- SUFFOLK CO.N:A1,Jh SERVICES U.P. j THE WATER SUPP-1�FSR�`Iq" .,�aa� ..EIND�ESSP_0� U.P. LOCA AND ORDATA NDOBTAINED FROM OTHERS.ARE FROM nELD AREA: AREA: R9,000.24 SQ.FT. or 1.R4 ACRES ELEVA77ON DATUM: UNAUTHCRIZED ALTERATION OR ADD1770M TO THIS SURVEY IS A WOLA770M OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP N07 BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON US7ED HcREON, AND TO 774E ASSIGNEES OF THE LENDING INS717U77ON, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSE7S OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTEIIDED 70 MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC770M OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY 30 0 15 30 60 120 SURVEY on DESCR13ED PROPERTY CERTIFIED TO: RICHARD SACHS; MAP OF: FIRST AP IERICAN TITLE INSURANCE COMPANY, FlLED: SITUATED AT: CUTCHOGUE FINAL SURVEY 08-05-23 TOWN On SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC LOC. 08-25-22 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design. REVISED 08-30-17 P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 PAR (631) 298-1588 REVISED 08-02-17 FILE 17-103 SCALE: 1"=30' DATE:JULY 20, 2017 N.Y.S USC. NO. 050882 maintaining the records of Robert L Hennessy & Kenneth Y. 1loychuk Affidavit of Exemption to Show Specific Proof of Workers' Compensation Insurance Coverage for a 1, 2, 3 or 4 Family, Owner-occupied Residence "This form cannot be used to waive the workers'compensation rights or obligations of aldv parht. Under penalty of perjury, I certify that I am the owner of the 1,2, 3 or 4 family, owner-occupied residence (including condominiums) listed on the building permit that I am applying for, and I am not required to show specific proof of workers' compensation insurance coverage for such residence because (please check the appropriate box): ❑ I am performing all the work for which the building permit was issued. ❑ I am not hiring,paying or compensating in anyway,the individual(s)that is(are)performing all the work for which the building permit was issued or helping me perform such work. I have a homeowners insurance policy that is currently in effect and covers the property listed on the attached building permit AND am hiring or paying individuals a total of less than 40 hours per week (aggregate hours for all paid individuals on the jobsite)for which.the building permit was issued. I also agree to either: acquire appropriate workers' compensation coverage and provide appropriate proof of that coverage on forms approved by the Chair of the NYS Workers' Compensation Board to the government entity issuing the building permit if I need to hire or pay individuals a total of 40 hours or more per week(aggregate hours for all paid individuals on the jobsite)for work indicated on the building permit,or if appropriate,file a CE- 200 exemption form; OR have the general contractor, performing the work on the 1, 2, 3 or 4 family, owner-occupied residence (including condominiums)listed on the building permit that I am applying for,provide appropriate proof of workers'compensation coverage or proof of exemption from that coverage on forms approved by the Chair of the NYS Workers' Compensation Board to the government entity issuing the building permit if the pro'ect takes a total of more per week(aggregate hours for all paid individuals on the jobsite)for. wo tcated o e building pe t. �. (Si omeo er) ate igned) iaA Home Telephone Number (Homeowner's Name Printed) Sw rn to before me this day of Property-Address that re/q�uiires the building permit: 0A e__ ��-- aunty Cie r r Not y Public)) f ETSYA.PERKINS Notary Public,State of New York, No.OIPE6130636 Qualified In Suffolk Cou o- -o Once notarized,this BP-1 form serves as an exemption for both workers'compensation and disability benefits insurance coverage. BP-1 (12/08) NY-WCB ,OGenerated by RESchectk-Web Software N/' Compliance Certificate Project 4835 Oregon Road Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 8,050 ft2 Glazing Area 19% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4835 Oregon Road Daniel Butler Tom Baccarella Mattituck, NY 11935 Jeffrey T Butler PE PC NY Building Technology Group 206 Lincoln Street 159 NY 25A Riverhead, NY 11901 West Building, Suite B (631) 208-8850 Miller Place, NY 11764 daniel@butler-ae.com 631-495-0289 Info@NYBTG.com Compliance: 6.7%Better Than Code Maximum UA: 796 Your UA: 743 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies e Cavity :Or . Parimeter Ceiling-1st Flr flat ceiling: Flat Ceiling or Scissor Truss 2,493 49.0 0.0 0.026 0.026 65 65 Ceiling-Vaulted ceilings 3" HD+R30C: Cathedral Ceiling 2,090 49.0 0.0 0.022 0.026 46 54 Skylight-Master Bath:Wood Frame SHGC: 0.32 16 0.320 0.550 5 9 Wall-Above Grade Walls: Wood Frame, 16" o.c. 3,928 21.0 0.0 0.057 0.060 177 187 Door-Entry: Solid Door(under 50%glazing) 40 0.330 0.320 13 13 Door-C Labeled fire door: Solid Door(under 50% glazing) 24 0.200 0.320 5 8 Door-Lepage XL wood: Glass Door(over 50% glazing) 196 0.320 0.320 63 63 SHGC: 0.27 Windows-Lepage XL Wood: Wood Frame SHGC: 0.27 555 0.320 0.320 178 178 Project Title: 4835 Oregon Road Report date: 04/27/22 Data filename: Page 1 of 10 Assembly R-Value 111-Value U-Factor U-Factor UA UA Perimeter Basement Wall: Solid Concrete or Masonry Wall height: grade: 9.4' Depth below gra3,596 13.0 0.0 0.052 0.059 186 211 Insulation depth: 10.0' Door-Basement Door:Solid Door(under 50% glazing) 24 0.200 0.320 5 8 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 listed in the REScheck Inspection Checklist. Tom Baccarella 04/28/2022 Name-Title re — Date Project Title: 4835 Oregon Road Report date: 04/27/22 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Reci.ID 103.1, Construction drawings and ❑Complies ;Requirement will be met. 103.2 :documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable :construction documents. _ 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2, :documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR311 :lighting and mechanical systems. : ❑Not Observable :Systems serving multiple []Not Applicable dwelling units must demonstrate i ;compliance with the IECC :Commercial Provisions. 302.1, Heating and cooling equipment is;, Heating: Heating: ;❑Complies ;Requirement will be met. 403.7- sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: tJ Manual J or other methods Btu/hr Btu/hr ❑Not Observable ;approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 4835 Oregon Road Report date: 04/27/22 Data filename: Page 3 of 10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req'.II) 402.1.1 Conditioned basement wall R- R- '❑Complies ;See the Envelope Assemblies [F04]1 insulation R-value.Where interiorR R_ ;❑Does Not ;table for values. insulation is used,verification may need to occur during ;❑Not Observable ;Insulation Inspection. Not ❑Not Applicable ;required in warm-humid locations j 'in Climate Zone 3. 303.2 'Conditioned basement wall ❑Complies ;Requirement will be met. [F05]1 insulation installed per ❑Does Not manufacturer's instructions, ❑Not Observable ❑Not Applicable 402.2.9 Conditioned basement wall ft ft ;❑Complies :See the Envelope Assemblies [F06]1 'insulation depth of burial or ;❑Does Not ;table for values. distance from top of wall. ❑Not Observable ;❑Not Applicable 303.2,1 ;A protective covering is installed ;❑Complies ;Requirement will be met. [F011]� to protect exposed exterior ❑Does Not J :insulation and extends a ; ❑Not Observable 'minimum of 6 in. below grade. i ❑Not Applicable 403.9 ;Snow-and ice-melting system ;❑Complies :Exception: Requirement is [FO12]2 :controls installed. ❑Does Not not applicable. '❑Not Observable r ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 4835 Oregon Road Report date: 04/27/22 Data filename: Page 4 of 10 Section Plans Verified FieldVerified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.lp 402.1.1, Door U-factor. U- U- ;❑Complies :See the Envelope Assemblies 402.3.4 ;❑Does Not ;table for values. [FRl]1 ;❑Not Observable ❑Not Applicable 402.1.1, .Glazing U-factor(area-weighted U- U ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not ;table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 ;❑Not Applicable Baa,, 303.1.3 U-factors of fenestration products; ;❑Complies ;Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ; taken from the default table. ❑Not Observable ❑Not Applicable 402.1.1, Skylight U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.3, ;❑Does Not ;table for values. 402.3.6, 402.5 :[]Not Observable , [FR5]1 ❑Not Applicable 402.4.1.1 :Air barrier and thermal barrier .,❑Complies ;Requirement will be met. [FR23]1 :installed per manufacturer's ❑Does Not f instructions. ; S ❑Not Observable ❑Not Applicable 402.4.3 ::Fenestration that is not site built ; " ❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting j❑Does Not ,�,, ::AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ! '❑Not Observable ; :400 that do not exceed code ❑Not Applicable j limits. - ' i" 402.4.5 ;IC-rated recessed lighting fixtures; '❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not :and labeled to indicate <_2.0 cfm Not Observable ,leakage at 75 Pa. ❑ ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies :Requirement will be met. [FR12]1 :insulated >= R-8 where duct is ❑Does Not ,3• >= 3 inches in diameter and >_ R-6 where< 3 inches.Supply and;• .'❑Not Observable return ducts in other portions of F ❑Not Applicable .the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 ; :for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter 1,❑Complies :Requirement will be met. [FR13]1 .:boxes are sealed with ;❑Does Not ;joints/seams compliant with :International Mechanical Code or ; -;❑Not Observable International Residential Code, as s❑Not Applicable ; applicable. 403.3.5 ;Building cavities are not used as ; ' ❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. ! ❑Does Not �.. 6' ❑Not Observable i ❑Not Applicable 403.4 ;HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]2 :above 105°F or chilled fluids ❑Does Not below 55°F are insulated to >R- ❑Not Observable 3. ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 4835 Oregon Road Report date: 04/27/22 Data filename: Page 5 of10 Section d # Framing/Rough-In Inspection Plans VerifieField VerifiedValue Value Complies? Comments/Assumptions 6e Req.IQ. 403.4.1 Protection of insulation on HVAC ;❑Complies ;Requirement will be met. [FR24]i piping. ❑Does Not s '❑Not Observable I ;❑Not Applicable 403.5.3 ;Hot water pipes are insulated to R- R- ❑Complies ;Requirement will be met. [FR18]2 >_R-3. ❑Does Not bJ ❑Not Observable ❑Not Applicable 403.6 ;Automatic or gravity dampers are: ❑Complies ;Requirement will be met. [FR19]2 installed on all outdoor air ` ;❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 IHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 4835 Oregon Road Report date: 04/27/22 Data filename: Page 6 of 10 Section # Insulation Inspection Plans Verified Field Verified p Value Value Complies? Comments/Assumptions & Req.ID 303.1 ;All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. j -]Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies :See the Envelope Assemblies 402.2.5, ;mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 wall insulation on the wall [IN3]1 :exterior,the exterior insulation ❑ Mass ❑ Mass ❑Not Observable :requirement applies (FR10). ;❑ Steel ;❑ Steel ;❑Not Applicable 303.2 Wall insulation is installed per !❑Complies ;Requirement will be met. [IN4]1 ;manufacturer's instructions. ;:]Does Not -❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 4835 Oregon Road Report date: 04/27/22 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final In Provisions Value Value Complies? . Comments/Assumptions & Req.ID 402.1:1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ,E] Wood ;❑ Wood ❑Does Not ;table for values. 402.2.2, 402.2.6 E] Steel Steel ;❑Not Observable [Fill' UNot Applicable 303.1.1.1,:Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 :manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every ' :300 ft2, '❑Not Observable ❑Not Applicable 402,2.3 ;Vented attics with air permeable } ❑Complies ;Requirement will be met. [F122]2 :insulation include baffle adjacent I ': ❑Does Not to soffit and eave vents that I • extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 :Attic access hatch and door R- R- ;❑Complies Requirement will be met. [FI3]1 :insulation >R-value of the ❑Does Not adjacent assembly. '❑Not Observable ;❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 : ACH 50 = ; ACH 50 = ❑Complies ;Requirement will be met. [FI17]1 :ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies Requirement will be met. [FI27]1 :determine air leakage with : ft2 ft2 ❑Does Not either: Rough-in test:Total :leakage measured with a ;❑Not Observable :pressure differential of 0.1 inch :F-]Not Applicable w.g, across the system including 'the manufacturer's air handler :enclosure if installed at time of .test. Postconstruction test:Total leakage measured with a :pressure differential of 0.1 inch w.g. across the entire system :including the manufacturer's air :handler enclosure. 403.3.4 'Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies 'Requirement will be met. [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air :[-]Not Observable :handler @ 25 Pa. For rough-in :tests,verification may need to ❑Not Applicable ,occur during Framing Inspection. 403.3.2.1 :Air handler leakage designated ;❑Complies {Requirement will be met. [FI24]1 by manufacturer at <=2%of I ❑Does Not design airflow. :;E-]Not Observable ; ❑Not Applicable 403.1.1 'Programmable thermostats ; ;❑Complies ;Requirement will be met. [FI9]2 installed for control of primary ;❑Does Not ;heating and cooling systems and ❑Not Observable initially set by manufacturer to :code specifications. i. " ❑Not Applicable 403.1.2 "Heat pump thermostat installed ❑Complies ;Requirement will be met. [FI10]2 :on heat pumps. ;❑Does Not ❑Not Observable I' i❑Not Applicable 403.5.1 Circulating service hot water ? ❑Complies ;Requirement will be met. [FI11]2 'systems have automatic or `❑Does Not accessible manual controls. ❑Not Observable .;❑Not Applicable 11 High Impact(Tier 1) 2 IMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 4835 Oregon Road Report date: 04/27/22 Data filename: Page 8 of 10 Section' - Plans Verified . •" F'ield•Verified " Final Inspection Provisions � Value Value Complies?. Comments/Assumptions & Reci.lp . 403.6.1 . All mechanical ventilation system ❑Complies Requirement will be met, (FI25]2 "fans not part of tested and listed c j❑Does Not HVAC equipment meet efficacy }. . i Not Observable and airflow limits per Table ❑ R403.6.1. ❑Not Applicable 403.2 ;Hot water boilers supplying heat "+ ;❑Complies ;Requirement will be met. [FI261'2 :through one-or two-pipe heating f ❑Does Not systems have outdoor setback 'control to lower boiler water ❑Not Observable ;temperature based on outdoor i ❑Not Applicable temperature. ; 403.5.1.1 Heated water circulation systems `r ❑Complies Requirement will be met. [F128]2 have a circulation pump.The ` ❑Does Not ;system return pipe is a dedicated ;return pipe or a cold water supply:;;`" ❑Not Observable ; Pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal . ;for hot water demand within the " occupancy. Controls r . automatically turn off the pump when water is in circulation loop Js at set-point temperature and �no demand for hot water exists. 403,5.1.2 Electric heat trace systems ❑Complies Exception: Requirement is [FI29]2 .comply with IEEE 515.1 or UL ❑Does Not not applicable. 515. Controls automatically Not Observable .adjust the energy input to the ❑ `heat tracing to maintain the i ❑Not Applicable desired water temperature in the piping. { 403.5.2 `Demand recirculation water ❑Complies Exception: Requirement is [F130]2 ;systems have controls that ' ❑Does Not not applicable. manage operation of the pump t �❑Not Observable 'and limit the temperature of the f "" ' water entering the cold water ❑Not Applicable :piping to <= 104°F. 403,5.4 ;Drain water heat recovery units ± ;❑Complies 'Exception: Requirement is [F131]2 'tested in accordance with CSA ;❑Does Not :not applicable. 1355.1. Potable water-side g pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- > :side pressure loss of drain water :heat recovery units< 2 psi for l individual units connected to . three or more showers. ;t 404.1 ;90%or more of permanent „❑Complies :Requirement will be met. [FI611 :fixtures have high efficacy lamps. "❑Does Not i, ❑Not Observable ❑Not Applicable i 404.1.1 ' ':Fuel gas lighting systems have {: ❑Complies :,Exception: Requirement is (F123]3 .-:no continuous pilot light. ;❑Does Not ;not applicable. '❑Not Observable "EINot Applicable 401.3. 'Compliance certificate posted. !❑Complies :Requirement will be met. [F17]2 - �❑Does Not j• . -' '❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 1 2 IMedium Impact(Tier 2) 13 JLow Impact(Tier 3) Project Title: 4835 Oregon Road Report date: 04/27/22 Data filename: Page 9 of 10 Section, Plans Verified Field Verified, # Final Inspectibn Provisions Value Value CompliesT Comments/Assumptions & Req.IQ 303.3 ;Manufacturer manuals for ❑Complies ;Requirement will be met. [1711813 :mechanical and water heating ;❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 4835 Oregon Road Report date: 04/27/22 Data filename: Page 10 of 10 FIREPLACE SAFETY (/FIREPLACE-SAFETY) ICLSEARCH PRODUCTS (/BROWSE) MAR 13 2023 i:moi WHY VERMONT CASTINGS (/WHY-VERMONT-CASTIKa$1UtP-j. TOWN OFSOU i HOW SHOPPING TOOLS (/SHOPPING-TOOLS) OWNERS (/OWNER-RESOURCES) Q WHERE TO BUY (/WHERETOBUY) OVERVIEW FEATURES/OPTI (SRECIFICATIONS DOWNLOADS Product only. Pricing exclusions apply. Contact a dealer for more information. ASPEN C3WOOD - BURNING STOVE Starting at $1,859 Dimensions in int'hes. Refer'to installation/owner's manual for detailed specifications on installing this product. Hearth & Home Technologies reserves the right to update units periodically. Product installation must adhere strictly to instructions shipped with product. MODEL SPECIFICATION IMAGES SPECIFICATIONS Front View D Side View u ASPEN C3 -j Top View C- Appliance Width: 16" Vertical Venting 6" Single Wall Pipe U Vertical Venting 6" Double Wall Pipe Appliance Height: 25-1/16" Appliance Depthl: 24-1/2" Peak BTU/hr 35,200 Output 2: [45 mm] ..................... 5-1/2" i i g" Heating Capacity 3: 400 - 1,200 sq ft [140mm] ' V6mm] -------------- 14" Maximum Burn 10 hrs 4. [356mm] Time . Firebox Capacity: 1.25 cu ft o Recommended Log 16" Length: Efficiency 5: LHV 81%, HHV 75% Emissions: 1.9 grams/hour (https://hearthnhome.getbynder.com/transform/21 ed3f-4924-89bf- 71 daa68ec4a0/AspenC3_DoubleWallVenting_654x6! 1 Appliance Depth includes entire unit including io=transform:fill,width:654) depth of firebox and extension onto hearth. 2 BTU: 1 st hour output uses high burn efficiency number. BTU will vary depending on the type of fuel used and moisture content of the fuel. 3 This is a general guide, see your local dealer for help in determining the product that best suits your heating needs based on climate, home efficiency, location of the heater, and air movement in the room. 4 Actual burn times will vary based on how the appliance is operated, load size, moisture content and type of wood used. 5 Weighted average LHV(Low Heating Value) & HHV(High Heating Value) efficiencies using data collected during EPA emissions test. HHV efficiency over 75% qualifies for the 2021-2023 Federal Tax Credit. Heat output will vary depending on the type of fuel used. The flame and ember appearance may vary based on the type of fuel burned and the venting configuration used. Actual product appearance, including flame may differ from image shown. Refer to the owner's manual for complete clearance requirements and specifications. Product specifications and pricing subject to change without notice. For testing and listing information please refer to the owner's/installation manual. *For select products: Heating capacity to be used as a guide only. See your local dealer for help in determining the product that best suits your heating needs based on climate and home efficiency. tFor wood-burning appliances:Actual burn times will vary based on how the appliance is operated, load size, moisture content and type of wood used, and installation. PRODUCTS WHY SHOPPING OWNERS ABOUT FIREPLACE (/ BROWSE) VERMONT TOOLS (/OWNER- US SAFETY Wood Stoves CASTINGS (/SH0PPINGILES0URCESO/ABOUT- (/ FIREPLACE (/browse/wood- (/WHY- TOOLS) Troubleshooting U S) SAFETY) stoves) & FAQs Idea Gallery Contact Us Gas Stoves VERMONT- (/shopping- (/owner- (/about- W H E R E,. (/browse/gas- tools/idea- resources/troubleab(motnbgzt- stoves) CASTINGS) gallery) and-fags) us) T O B U Y Wood Key Installation Company (/WHERETO Inserts Technologies & Owner's Profile (/browse/wood- (/shopping- Manuals (/about- DEALER inserts) tools/key- (/owner- us/company- LOGIN technologies) resources/installao mff+le) Get a Quote and-owners- Online Sales ( HTTP ://WW (/shopping- manuals) Policy CAREERS tools/get-a- (/a bout- quote) us/online- ( H T T P ://W W Tax Credit sales-policy) Eligible EPA Products Certification (/federal-tax- (/about- credit- us/epa- qualifying- certification) products) Privacy Rebates & Policy Tax Credits (/about- (/shopping- u - tools/rebates- p ktbkies Settings By clicking"Accept All Cookies", your_q$kto the storing of cookies on your device to enhance site navi ts)analyze site usage, and (j e a (/ o u - assist in our marketing efforts. u /sitdlejept All (/) Accept All COPYRIGHT© 2023 VERMONT CASTINGS. ALL RIGHTS RESERVED. z FIRST FLOOR ENCLOSED: 4,216 SF c 40' - O" - 30, - 0" GARAGE: 553 5F U _ HEATILATOR REVEAL FRONT PORCH: 300 5F Q 2' 311 10 61� 4' _ 3" 10' _ 2' _ 811 7 v 4 SF RBV4236 GAS FIREPLACE, P OVIDE TIE DOWNS AT EACH CORNER 30' - 011 ENCDLO�ED PORCH: 2�2 SF s d 4 - 11" 4' - 6 4' - 1 " INSTALL PER MANUFACTURERS SI PSON HDU 5 (TYPICAL) - SEE DETAIL u pi RECOMMENDED p(x - INSTRUCTIONS, SEE SHEET 11/1 /1 22 S EET5 5/8 ANCHOR BOLT, PROVIDE 4 1/2" n MI WOOD MEMBER TO ATTACH TO OBTAIN TOTAL 5,525 5F Q n � p z A-2,8 2 4 O C0 q81 A-3.0 W�310 16310 LBS RESISTANCE PROVIDE 5/8" ANCHOR BOLTS 32" O,C, MAX, '°- �' z o ` 1 WI�HIN It OF EACH SPLICE IN SILL PLATE Q Q Q N EXTERIOR WALL CONSTRUCTION: +� +Y � S E DETAIL SHEET FOR INSTALLATION -TIMBERSTRAND 2X8 WALL STUDS, Lu 23' - O" 6' - 0" THICKNE55 PER PLANS, z _ O - O p 4' - 6" 9' - 11 3/4" 4' - O 1/4" 4' - 6" --�\, -5/8" ZIP SYSTEM ROOF/WALL SHEATHING Q Q -30 BUILDING FELT LL n u n o n 2 L V, LAV, Ilg X -SIDING: NATURAL HEMLOCK BOARD AND u W `r 13 10° \ `i Q, p BATTEN, IXIO BOARD, 1X2 BATTEN, o to '" % 1 5 1 It -INSULATION PER PLANS AND SECTIONS, N N * X p 10' CL HT, -5/8" GYP. BD, WALL FINISH, -��' in Vy cn BATH 3 '� (2) 1 3/4" X 9 1/2" (2) 1 3/4" X 9 1/2" (2) 1 3/4"IX 9 1/2" INTERIOR WALL CONSTRUCTIM- z a zpp 10' GLC;, HT, -a1 MLi HDR ML(HDR ML HDR -5/8" GYP, BD, WALL FINISH BOTH SIDES Lu 119 34 _ , �! i > 138 (UNLESS OTHERWISE NOTED) .� 2x10 C.J, 16 O,C, Q, d " �' 3' - O" Z R,R, -.— R -2X6 WALL STUDS a 16" O,C, O L PE VERMONT CASTINGS aSPEN C3 SLOPE l TUB 6, WOOD BURNING STOVE. INSTALL a, �w - G,J, 16" G. F - m- 2x10 J, 16" O,G, \ I PER MANUFACTURERS O R-49 INSULATION d 4! - 4 i �r INSTALLATION INSTRUCTIONS SHWR ° _ A-3.1 I 123 -`' ENCLOSED PORCH w 13 } Q WC - I S.. m 12' CLG, HT.� = u (B,o, If-C)") u m 13' - 10" 14' - 4' Q I 3' - 7" tt � I \ . W.I,G, 10' CLG, HT, 1� 6" CHASE WALL FOR ATTaC m 0 VERTICAL DUCT RU 3 z ACG�ESS 4 - � ` co 'L---J I 114 , 7, O 2x10 G,J, 16" O,G, 0 2xl J, 16" O,G, O -- NOTE: CORA FRAM ND ° R-49 INSULATION I R- 13 INSULATION �� �r RUMFORD MASONRY WOOD r-L.-IOT5 BY u I 112 �� III BURNING FIREPLACE TO CODE, I '� 112 , CONTRACTOR TO P,RpVIDE ` M m BB�DROOM *2 O PROVIDE FRESH AIR INTAKE , Cil LF L AND CEILING FOR INgTALL OF BARN 115 O 10' GLC, HT, BAL *2 HAS ?6' - 01 10 3/4" 6' - 10 1/4" 12' 6" 6' - 10 1/4" 6' - 10 3/4" MQAMMA AS 114 g 10' CLG, HT, � r- @C z C (6-0 } _ --_- -_- _- -_ - -- -_----_---- - r Io c H � I -- _-- e — (X 113 ��`" h y( 7 1 -------- ------- - -------- ------------------ --------- - --� Cil aV, i A-3.1 RUMFORD MASON , - RY WOOD FAMILY ROOM BURNING FIREPLACE TO CODE, �vf; W m X x '` PROVIDE FRESH AIR INTAKE N - W � I �� �� CATH, CLG, Y: �, O F� 1J_t ------ ------ ------ -------- ------ -(2'-L-3/4 xll-7/8 Hp ---- - - ------ ------ --- ------- �! x. X z 0 _ I SLI PROVIDE 8 MIN, CLEARANCETQ f � O " F\.I IDIRECT VENT PIPE ' I 109 I I I 12� FROM BASEMENT SOURCE EQUIP, u n u n n u I ----------------- ----- >.<.,� SHWR I 6 - 2 /4 6 - 2 1 211 1 - 5 - O 1 - 6 - 2 1/2 6 - 2 3/4 ___ _ __ 13' 1/4" - - - - -_------r-i-------------------- ----- - 1' 10" lU Cf� 14' 10.. Ecce 2' _ 0 6' - O� g�� ------- - -- -- - - - - ° , 13 - 5 1/4 13 - 11/4 _ 1 -----------2SI--I�---- - O O I10� I CV 12' S 1/4" IS" 12' I/4° 8"� 12' 1/4" i8� �� I I - - - 5 HINGEDABLE DO R / I I Ilio CLOSET CAB. BENCH I LINEN AB. NOTE: DECORATIVE FRAME AND SHELF SYSTEM TIMBER..TRAND 2x10 J, 16" O,C, - 2x10 C,J, ri(I" ;.C, I 2X8 WALL STUDS, O POSTS BY HERITAGE RESTORATIONS, R- 9 INSULATION R-49 INSULATION 0 I CONTRACTOR TO PROVIDE }�- 22 - 2 - i TEMPORARY RIDGE POST, AND - I (Y 10� - _ \- --- - 6 CHASE WALL FOR REQUIRED BLOCKING IN FLOOR, WALL - �o Al TIC" VERTICAL DUCT RUN, 1rLUDDDD�00�L I AND CEILING FOR INSTALL OF BARN O u AC" ESS I = FRAMES AS REQUIRED, ___ ___ -' - 5' LOW \WALL Alzc�+IrECT: O 10 CLG, HT, - - ---� �------- ----- ------- --------�- I X 4 MIN, ���� O I -----I- � _---`r m I ------------------- - -----I- ------------ ------------ �� - -i- ---------------------------; --- --- MASTER SHWR 3' _ �, MAS BATH r PPUT l=T `� co I ]BUD SINK - - --- --- — PORCH KITCHEN I GLGGH 10' CL HT. AV, I L _ tv 10'-4" CLG, HT, ----- -d------� -- -- +----- rD W_ 111 CATH, CLG, --- --- T. 1 — -- — 0 — - , a 4 O ,6 6 - 1 21 - 011 41 - 011 I101 711 1-7 �- 5-1/4 xl PSL POST (/ 2 � I I m I I ' - - --611 - ��. �� �� � - I I - I � � I , � 'SKYLIGHT S 6x6 aGQ O 3 I�VINGIROOM A-3.2 --- - i li CHUTE O O STATE �C ---------- - O POST, -- � I ,G, INSUL TED z I I I CLAD W/ I SELF-CL SING CATH, CLG, M AT/fic - I X ;ABOVE ° I 6" CHASE WALL FOR ACC SS TUB $ DANIEL A. suTLEfR, R.A. IL SIDING I DRYER EXHAUST,( P DOOR FARM �)7I�0 ------ ---� - ------------� - v VERTICAL DUCT RUN, 8 < - 9 I 11— ---- - ---- SINK ----- O C, , - 2x1O G,J, s I&" O,G, --- - - i R-49 I SUL TION R-49 INSUL TION H 100 41 TIMBER5TRAND - Q > -1 0 i -� I � I RANGE / I i i 2X8 WALL STUDS, 6 6 WC F � 126 5 - O Q_ _ COVERED I i I OO�D 4-I 3/4"--11 l/8" FH H 4-I 3/4" x 1 l%8" FLUSH HDR, _ -- -- At GARAGE I p I I I FIEF" -, - ---- - ------- - 120 R G LL O _ u X ; ° N In z 11 LAV. U Q PORCH z 9-o x 8-o o I — z O,H,D, I - WALL AB V (�� 121 2' 3 2 - 9 _ x O _ SEE GARAGE ------------ 't {�- I = = 5 8" GWB ON X pi U 0 ', 122 v i; z O ?- Lu ° m o 0 0 ° u – _ = FOYER DER = U! • z m b 0 - UJA LS AND CLG, pi m t- n, I "' p I? Q ; PORTAL c0 I - u O d REF, - - CL. 9 CLG, HT, - I � .� - _ N � � '- 9 CLG, H , I o R_ � I � %,; Z O 3 O FRAME ON -------- ------ -- m N O 0= 108 9' CLG, HT, !� I _ 1Nll } SHEET T-O,I I ; - z 2x10 G, , 16 O,C, 2XIo C,J, 16" O.C. �- A-3.1 I =X 11 - , f- 11 - 1 5' - 011 ^T R-49 SUL ON R-49 INSULATION a z O Q I ATI 22' - S" DW SINK T - 1 � O U O o I Ir WC $ MA R BEDROOM I � Z � 1 Cil !! CV 2x10 G,J, ,O 16 O,G,I - I 2x10 C,J, 16 O,G, - - - - - - - (CANTILEVER) - R- 9 INSULATION �' - 5 1/2" <t L _ 10' CLG, HT, I L O 4 O f O O U J � I 101 9 R-49 INSULATION i � 4' - 10" ,� 101 �2� 12 � � � � � � � U O N I 20' - oil FRO._NT POOR- H 20 - O 1 I m O N LL - O I I -��' ° �A-3.2 28' - 8" � I I - U 9'-O" X 8'-o" I `-9 STONE ON SLAB co O HEATILATORIREVEAL RBV4236 GAS FIREPLACE, O H D, STEPS AND RAIL TO CODE 6x6 aC POST, INSTALL PEP MANUFACTURERS RECOMMENDED Ju z � l3) I-3/4"xl-I/2" AS REQ D BY GRADE CLAD W/ SIDING Z INSTRUGTIONIS, SEE SHEET A-2,8 = O EJj FLUSH HDR, DN , � � , O Q - 5-I/4°xl° PS POST 1' - 12' - 5 1/4" 1' - 3 1%2" 1 - 1/2' 3 1/2" 12 - 5 1/4° 1' - 121 Q I' - 5 1/2 12 - 6 1/2 12 - 6 1/2 - 5 1/2 6 - all 6 - 1 4' - 6.. 6' - I" 6 - all F,4GE: 0" 24' - 0" 0' - 0" 30, - 0" " � L� II� fir! a loo, _ oilt ! �S ROAR 13 917 A-2 .FROFOSEID 16T FLOOR FLAN 1 1/4" = 1'-0" N N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATI DN SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IW PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUALC0NTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DRAWING LIST A T_ d SHEET NUMBER SWEET NAME EVA7EL2i R SlTJD Ft .,oNcIlt R�( l T-O.O COVER SHEET SITE LOCATION T-0,1 NOTES AND DETAILS T-0.2 NOTES 4 DETAILS T-0.3 NOTES 4 DETAILS4835 OREGON ROAD „ O EXTERIOR ELEVATIONS A-1,0 •:��;� op A-1,1 EXTERIOR ELEVATIONS A-10 FOUNDATION PLAN 0 A-2,1 FLOOR PLAN CUTCHOGUI. NY <CloY CLERESTORY PLAN A-2,2 UPPER LER A-2.3 ROOF PLAN A-2,11 ROOF DETAILS A-11 SCREENED PORCH D 5 I G N (T I A A-2,8 FIREPLACE DETAILS L•� i SECTIONS WIND SUBJECT TO DAMAGE FROM A 3,o E SEISMIC WINTER ICE SHIELD A-3,1 SECTIONS DESIGN FROST DESIGN UNDERLAYMT, FLOOD LIVE DEAD WALL SHEATHING USE/ w GROUND SPEED EXPI HAZARDS LOAD LOAD ROOF UPLIFT LOAD SUCTION LOAD OCCUPANCY HEIGHT TYPE OF ez A-3.2 SECTIONS SNOW LOAD (MPH) CATEGORY CATEGONY WEATHERING LINE TERMITE DECAY TEMP REQUIRED CLASS, CONSTRUCTION �opO A-4.0 SCHEDULES I DEPTH A-5.0 DETAILS 20of 140 B G SEVERE 36° MODERATE SLIGHT TO II YES 40 5f 20 of PERIMITER EDGE ZONE = 31,2 pef EDGE ZONE = 29,1 psf P TO HEAVY MODERATE ZONE X p p INTERIOR ZONE = 29,6 Paf INTERIOR ZONE = 24,6 psf S,F,D, 21-0 +/- TYPE VS A-5.1 DETAILS o� A-5,2 TJI DETAILS - CONNECTION DETAILS A-5,3 TJI DETAILS -CONNECTION DETAILS TABLE 8301,5 TABLE 8301.1 ELECTRICAL ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR "2 OR BETTER PLAN E-1.0 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS I E-1.1 ELECTRICAL PLAN (IN POUNDS PER SQUARE FOOT) ALLOWABLE DEFLECTION OF STRUGTUR L MEMBERS SOIL BEARING: LOC74TIr OI�I MAF ALLOWABLE SOIL BEARING CAPACITY FOR THIS SITE 15 BASED ON TEST HOLES BY C0MPC." V/,!TI-I /=`.I �' OF USE LIVE LOAD STRUCTUAL MEMBER OTHERS AND HAS BEEN DETERMINED TO BE 2,000 P51 (SW,SP) PER 2 N,T.S, NEW Y�'RIF; �°•}';�-E ��• _O,;�j,y ,, ,�,;�� DEFLECTION TABLE R401,4,1 OF THE 2020 RESIDENTIAL CODE OF THE NEW YORK AS RE J = - °'`_j1 T f4.itlu r UNINHABITABLE ATTICS WITHOUT STORAGE b 10 RAFTERS HAYING SLOPES GREATER THAN 3:12 L/180 STATE. � • WITH FINISHED CEILING NOT ATTACHED TO RAFTERS APPROVED AS NO 'ED _ UNINHABITABLE ATTICS WITH LIMITED STORAGE b, g 20 INTERIOR WALLS AND PARTICIANS H/ISD WEIGHTS OF MATERIALS: SITE DATA:TA: RR301,2,2,4 WEIGHTS OF MATERIALS, AVERAGE DEAD LOADS SHALL NOT EXCEED f-�t `` FLOORS L/360 15 PSF (0,12 KN/M2) FOR ROOFS/CEILING ASSEMBLIES OR 10 PSF (0,48 KN/M2) SITUATE AT: ATE: B.P.# ------ - HABITABLE ATTICS ANDfTTiC530 CEILINGS WITH BRITTLE FINISHES (INCLUDING PLASTER SERVED WITH FIXED FOR FLOOR ASSEMBLIES EXCEPT AS FURTHER LIMITED BY RR301,2,2, DEAD 4835 OREGON ROAD EE: � Y:`� ��---_..._-'�;-'-'�;.;' STAIRS L/360 AND STUCCO) LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: CUTCHOGUE, NY OTIFY BUILDING DEPARTMENT AT ��� �v BALCONIES (EXTERIOR) AND DECKS 40 1, FIFTEEN PSF (0,12 KN/M2) FOR EXTERIOR LIGHT-FRAME WOOD WALLS, SCTM NO.: 1000-95-1-1,2 + CEILINGS WITH FLEXIBLE FINISHES (INCLUDING GYPSUM 65-1802 8 AM TO 4 PM FOR THE L/240 21 FOURTEEN PSF (0,61 KN/M2) FOR EXTERIOR LIGHT-FRAME COLD-FORMRD COUNTY OF SUFFOLK BOARD) OFOUND G INSPECTIONS: l 4.O STEEL WALLS, TOWN OF SOUTHOLD . FOUNDATION - TWO REQUIRED OCCUPANCY OR FIRE ESCAPES FOR POURED CONCRETE R ALL OTHER STRUCTURAL MEMBERS L/240 3. TEN PSF (0,48 KN/M2) FOR INTERIOR LIGHT-FRAME WOOD WALLS, ZONING DISTRICT: (A-C), AGRICULTURAL-CONSERVATION DISTRICT ROUGH - FRAMING & PLUMBINGUSE IS UNLAWFUL GUARDS AND HANDRAIL d 200 EXTERIOR WALLS - WIND LOADS WITH PLASTER OR 4, FIVE PSF (0,24 KN/M2) FOR INTERIOR LIGHT-FRAME COLD-FORMED STEEL CURRENT USE: RESIDENTIAL m INSULATION H/360 WALLS, FEMA FLOOD ZONE: 3610300144H / ZONE X "'AL - CONSTRUCTION MUST WITHOUT CERTIFICA T STUCCO FINISH FI O GUARDS IN-FILL COMPONENTS f 50 S, EIGHTY PSF 13,83 KN/M2) FOR 8-INCH-THICK (203 MM) MASONRY WALLS, cfJ BE COMPLETE FOR C.O. EXTERIOR WALLS - WIND LOADS° WITH OTHER BRITTLE H/240 61 EIGHTY-FIVE PSF (4,01 KN/M2) FOR 6-INCH-THICK (152 MM) CONCRETE SITE DATA: w t LL CONSTRUCTION SHALL MEET THE OF OCCUPANCYPASSANGER VEHICLE GARAGES 50 a a FINISHES WALLS, AREA OF SITE: 80,000,24'SQ, FT, OR 1,84 ACRES (NON-CONFORMING), EQUIREMENTS OF THE CODES OF NEW _ EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE FINISHES H/120 d EXCEPTION: ROOF/CEILING DEAD LOADS NOT EXCEEDING 25 PSF 11,19 KN/M2) ORK STATE. NOT RESPONSIBLE FOR SHALL BE PERMITTED IN SEISMIC DESIGN CATEGORY D2 PROVIDED THE WALL SIT F PLAN BASED�_ORIGINAL SURVEY BY: �% Q ROOMS i'?HEF' THAN SLEEPING ROOMS ' . ' 40 �1 ESIGN OR CONSTRUCTION ERRORS. LINTELS SUPPORTING MASONRY VENEER WLL�.e BRACING AMOUNTS IN CHAPTER R6 ARE INCREASED IN ACCORDANCE WITH KENNETH M WOYCHUK LAND SURVEYING, PLLC RETAIN STORM WATER RUNOFF - L/600 w m PURSUANT TO CHAPTER 236 SLEEPING ROOMS 3p TABLE RR301,2,2,4, P.O, BOX 153 AQUEBOGUE, NEW YORK 119 X 31 0 X OF THE TOWN CODE. NOTE: L = SPAN LENGTH, H = SPAN HEIGHT, DATE: : (632 , 201 88 � X zILI U_ c � MECHANICAL SYSTEM FEATURES: DATE: JULY 20, 2011 �` STAIRS 40 a, FOR THE PURP05E OF THE DETERMINING DEFLECT I N LIMITS HEREIN, SEE ENERGY COMPLIANCE DOCUMENTS BY OTHERS FOR COMPLIANCE, y: UM: N,A,V,D, 1988 (� O THE WIND LOAD ENERGY COMPLIANCE: IO 6" DIA, FOR 51: : POUND PE SQUARE FOOT = 0.0419 _KPA, I SQUARE INCH = 645 MM2, SHALL BE PERMITTED TO BE TAKEN AS 0,1 TIMES THE COMPONENT REFER TO ENERGY COMPLIANCE METHOD BY OTHERS FOR COMPLIANCE METHOD NOTE: I POUND = 4.45 N, AND CLADDING (ASD) LOADS OBTAINED FROM TABLE! R301,2(2), r c LU AND PATH TO COMPLIANCE, THE ENERGY COMPLIANCE WAS NOT DONE BY THIS 5E_ 5PI AND SP2 FOR SITE PLAN AND S.C,D.H,S, APPROVED SANITARY DESIGN �"� O a, ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND b, FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE i - TYPE V WOOD FRAME LOAD APPLIED OVER A OFFICE, THEREFORE BY NY STATE EDUCATION LAW IT CAN NOT BE PART OF THIS-SQUARE-INCH AREA, LENGTH OF THE CANTILEVER, PROFESSIONAL CERTIFICATION, APPLICANT / OWNER_ r 3: O CONSTRUCTION BASED ON b, ATTICS WITHOUT STORA E ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT c, FOR ALUMINUM STRUCTURAL MEMBERS OR PANEL USED IN ROOFS N - SECTION 602 OF THI:: BCNYS �--� AIR SEALING NOTES: RICHARD SACHS cel BETWEEN JOIST AND RAF R 15 LESS THAN 42 INCHES, OR WHERE THERE ARE NOT OR WALLS OF SUNROOM ADDITIONS OR PATIO COV RS, NOT THE CONTRACTOR IS RESPONSIBLE FOR AIR SEALING; THE BUILDING ENVELOPE P.O, BOX 1231 O Nliawl TWO OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE SUPPORTING EDGE OF GLASS OR SANDWICH PANEL THE TOTAL LOADSHALL B£ SEALED IN ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS ANDGi1TCHOGU£, NY 11935 OF CONTAiNiNG A RECTA GLE 42 INCHES HICzH BY 2 FEET WIDE, OR GREATER, DEFLECTION SHALL NOT EXCEED L/60, FOR CONTINUOUS ALUMINUMTHE PROVISIONS (CHECKLIST) OF THE 2020 NYS RESIDENTIAL CODE,REFLECTIVE RED PANTONE LOCATED WITHIN THE PLA INE OF THE TRUSS, FOR ATTICS WITHOUT STORAGE, THIS LIVE STRUCTURAL MEMBERS SUPPORTING EDGE OF GLASS, THE (� t- y (PMS • ISU �% ` LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/11 FOR EACH N 1101,14 (R401,3) CERTIFICATE (MANDATORY). A PERMANENT CERTIFICATE SHALL {� REQUIREMENTS, GLASS LITE OR L/60 BE COMPLETED BY THE BUILDER AND POSTED ON A WALL INA SPACE WHERE c, INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED FOR THE ENTIRE LENGTH OF THE MEMBER, WHICHE ER IS MORE THE FURANCE IS LOCATED. THE CERTIFICATE SHALL LIST THE PREDOMINANT R ARCHITECT: LIVE LOAD OR A 300-PO ND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 STRINGENT, FOR VALUES OF THE INSULATION INSTALLED SQUARE INCHES, WHICHEV R PRODUCES THE GREATER STRESSES, SANDWICH PANELS USED IN ROOFS OR WALLS OF UNROOMAR (ROOFS/CEILINGS/WALLS/FLOORS/FOUNDATION) AND DUCTS OUTSIDE CONDITIONED ED Cy/ d, A SINGLE CONCENTRATE[) LOAD APPLIED IN ANY DIRECTION AT ANY POINT ADDITIONS OR PATIO z SPACES; U FACTORS FOR FENESTRATION AND SHGC AND RESULTS FROM ANY P• QUT T� ALONG THE TOP, COVERS, THE TOTAL LOAD DEFLECTION SHALL NO EXCEED L/120, REFLECTINIE WHITE /,/ REQUIRED DUCT SYSTEM AND BUILDING AIR LEAKAGE TESTING DONE ON THE 9 \i N e. DECKS THAT ARE NOT EXTERIOR BALCONIES MAS'BE DESIGNED AT 40 PSF, SEE d, DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR YPSUM BOARD BUILDING, THE CERTIFICATE SHALL LIST THE VALUE FOR EACH COMPONENT, THE o� SECTION 8502,2,2 FOR DECKS ATTACHED TO EXTERIOR WALLS, FINISH SHALL BE LIMITED TO AN ALLOWABLE DEFLECTION OF H/180, CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING, COOLING AND r' � f, GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND e, REFER TO SECTION R1o3,8,2,�\ SERVICE WATER HEATING EQUIPMENT, � PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED� 0� THE ENGINEER/ARCHITECT IS NOT RESPONSIBLE FOR ANY ENVIRONMENTAL u 6 O� NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT, THIS LOAD s 03oa2 -� I ILLNESSES CAUSED BY THE MANDATORY REQUIREMENTS OF THE ENERGY CODE 1/2" STROKE I/4" REQUIREMENT, T NEED NOT BE ASSUMED T ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD OR THE PREMATURE DEGRADATION OF ANY COMPONENTS OR FINISHES, ATF OF N�� g, FOR ATTICS WITH LIMIT D STORAGE AND CONSTRUCTED WITH TRUSSES, THIS LIVE DANIEL A. SUTLER, R,A, SIGN FOR WOOD FLOOR AND 11100E) LOAD NEED BE APPLIED PNLY TO THOSE PORTIONS OF THE BOTTOM CHORD WHERE THERE ARE TWO ORI MORE ADJACENT TRUSSES WITH THE SAME WEB ROOFING FRAMING CONFIGURATION CAPABL OF CONTAINING A RECTANGLE 42 INCHES HIGH OR U (� TRUSS IDENTIFICATION SIGN: GREATER BY 2 FEET WIDE OR GREATER, LOCATED WITHIN THE PLANE OF THE TRUSS, _t IDENTIFICATION OF CONSTRUCTION TYPE SHALL BE PROVIDED BY SIGN OR SYMBOL AND THE RECTANGLE SHALL FI BETWEEN THE TOP OF THE BOTTOM CHORD AND THE O SHALL BE AFFIXED TO THE EXTERIOR WALL OF THE STRUCTURE BY THE G,C„ BOTTOM OF ANY OTHER �RUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET, 1, THE ATTIC AREA S ACCESSIBLE BY A PULL-DOWN STAIRWAY OR FRAMED IN [Q ,pLU('+lIS1N C-1 ACCORDANCE WITH SECTION R8301.1, lu LL PLUMBER CERTIFICATION A�:L PLUM SING WA`"'TE 2. THE TRUSS HAS BOTTOM CHORD PITCH LESS THAN 2:12, Z O LU F 3. REQUIRED INSUL TION DEPTH IS LESS THAN THE BOTTOM CHORD MEMBER INSULATION 4 F I NES TR AT I O I� REQUIREMENTS [� Q 0 � z � �` ON LEAD CONTENT 13EFORE ;& MG- �.1NEs NS D TLv_ tNG$EFp�, ,�O RRING'.;,. DEPTH, THE BOTTOM CHORDS OF TRUSSES MEETING THE ABOVE CRITERIA FOR d i 3 Z O CERTIFICATE OF OCCUPANCY .. t�•� LIMITED STORAGE 5H LL BE DESIGNED FOR THE GREATER OF THE ACTUAL COMPONENT PROP SED DESIGN VALUE CODE PRESCRIPTIVE VALUE 4 COMPLIES w (Y Z 0.1O A�- SOLDER USED IN VIA TER IMPOSED DEAD LOAD R 10 PSF, UNIFORMLY D15TRIBUTED OVER THE ENTIRE SUPPLY SYSTEM CANNOT SPAN. CITATION (PER 2020 NYSEGGC) z0 � O 9 Q EXCEED 2/10 OF 156 LEAD. H, GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH UJ 0 0 O ELECTRICAL MAX, U-VALUE = 0,32 ,�/ Z W O A SAFETY FACTOR OF 4, HE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE U-VALUE = 0,25 w3: C14 I R€:CTION REO UIREC FENESTRATION U-VALUE MAX, AIR LEAKAGE = 0.30 CFM/5F YES O 0 O 0 CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON AIR LEAKAGE = 0,30 CFM/SF PER R402,4,3 4 TABLE R4o2.1,4 - CLIMATE ZONE 4 THE IN-FILL COMPONENTS, THESE LOADS SHALL BE DETERMINED INDEPENDENT OF :3 O cYl U -1 cfJ ONE ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE R-49 SPRAY FOAM INSULATION MIN, R-VALUE = 49 O O ~ O DO NOT PROCEED WITH ) LOAD. CEILING R-VALUE T THICK ( =7/INCH) PER TABLE R402,1,2 - CLIMATE ZONE 4 YES N L FR,,',IAING UNTIL SURVEY {L/ N 01---FOUNDATION LOCATION MIN, R-VALUE = 6 � LL HAS BEEN APPROVED. TABLE R301,fo R-21 SPRA FOAM INSULATION AT LEAST HALF OF INSULATION VALUE MUST BE YES 4 O TRUSS PLACARDING REQUIRED MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE MASS WALL R-VALUE EXTERIOR 3 THICK (R=1/INCH) PLACED AT THE EXTERIOR OF WALL, PER SQUARE FOOT OF HORIZONTAL PROJECTIONwww.dignetnycli.com >-- PER TABLE R402,1,2 - CLIMATE ZONE 4 (NOTE 1) i-- Of r- , TRIBUTARY LOADED AREA Of0YXICITY www.ca11811.com � O r?OWer 0001' FLOOR R-VALUE R-28 SPRAY FOAM INSULATION MIN, R-VALUE = 19 YES &SONG 15�ANn (for other states) O Z IN SQUARE FEET FOR ANY 4 THICK (R=I/INCH) PER TABLE R402,1,2 - CLIMATE ZONE 4 0 and ductwork >1 * ROOF SLOPE STRUCTURAL MEMBER ' grey. O TO 201 TO OVER R-10 RIGIDINSULATION EXTENDING MIN, R-VALUE = 10 W/ 2' DEPTH 800 272-��80 81 I o Q testing regll b e A,a�Iuts SLAB ON GRADE R-VALUE 2' INWARD OF SLAB 1R=5/INCH) PER TABLE R402,1,2 - CLIMATE ZONE 4 YES J"�'tnd Sas per zoo 60'0 600 B law, excavators and contractors workingin For safetyreasons, homeowners are strongly fD,4GE: �ner9,Code FLAT OR RISE LESS THAN 4 INCHES PER FOOT (1:3) 20 16 12 the five boroughs of New York City and Nassau encouraged to call as well when planning any a and Suffolk Counties on Long Island must type of digging on their property. Homeowners fighting RISE 4 INCHES PER FOOT (1:3) TO LESS THAN 12 16 14 12 contact DigNet, 1-800-272-4480 or 811, at least can contact us directly at 1-800-272-4480 or by 1nrm1',cd,replzCed OT INCHES PER FOOT (1:2 48 hours but no more than 10 working days calling 811,the national!call before you dig ,,, (excluding weekends and legal holidays) prior to number. For excavation work completed on rec a re dl ear. Yll conform RISE 12 INCHES PER FOOT (1:1) AND GREATER 12 12 12 beginning any mechanized digging or excavation personal property, it is the contractor's to Chtcr 172 work to ensure underground lines are marked. responsibility--NOT the hormeowner's--to contact Excavators and contractors can also submit Di Havingutilityprior to p lines marked T� 0 ,00 CO of the Town Code FOR SI: I SQUARE FEET = 0.0929 M2, I POUND PER SQUARE FOOT = 0,0419 KPA, locate requests online,through ITIC. If you do gNet. digging is free of charge. iL6 I INCH PER FOOT = 833 MM/M, not currently use ITIC, please call N 1-800-524-7603 for more information. o N r THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATI N SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHGLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. R311,1 STAIRWAYS, 8311.1.1 WIDTH, STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES ((314 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT, HANDRAILS SHALL NOT PROJECT MORE THAN 4,5 INCHES (114 MM) ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW 6" THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE LESS THAN 31,5 INCHES (181 MM) WHERE A HANDRAIL 15 INSTALLED ON ONE SIDE AND 21 INCHES (698 MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES, 1" 10" MIN, *4 12"o/c „ EXCEPTION: THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R311,5,8, 18" *4 IS o/c TREAD - IS" 8311.1.2 HEADROOM THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6 FEET 8 INCHES . • *4 IS"o/c • - °.� •4 EA, TREAD FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR NOISING ° ° ° ° _ SII (2036 MM) MEASURED VERTICALLY R F — IS" °U� °(�( ° SURFACE OF THE LANDING: OR PLATFORM, •4 DOWELS J P 2 - *4 MOULD ° 18" o/c 8" I ° m — 8311.1,3 STAIR TREADS AND RISERS, DOWELS o/c ° I — 2 - •4 CONT, R311,13.1 RISER HEIGHT, THE MAXIMUM RISER HEIGHT SHALL BE 81/4 INCHES (209 MM), THE RISER SHALL BE MEASURED BLOCKING 3 • VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS, THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF RISER STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9,5 MM), BOARD r) — 8311,5,3,2 TREAD DEPTH. THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES (229 MM). THE TREAD DEPTH SHALL BE MEASURE — _ —1 F— — — HORIZONTALLY BETWEEN 'THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ��� — — — L1 � ANGLE TO THE TREAD'S LEADING EDGE, THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED STRINGER — —T 1-1 — — y — 811 W 1211 THE SMALLEST BY MORE THAN 3/8 INCH (9,5 MM), WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 10 INCHES W N (254 MM) MEASURED AS ABOVE AT A POINT 12 INCHES (305) MM FROM THE SIDE WHERE THE TREADS ARE NARROWER. WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES (152 MM) AT ANY POINT. WITHIN ANY FLIGHT OF STAIR N THE GREATEST WINDER TREAD DEPTH AT THE 12 INCH (305 MM) WALK LINE SHALL NOT EXCEED THE SMALLEST BY MORE 2C SLAB DEPRESSION 2D STAIR ON GRADE THAN 3/8 INCH (9.5 MM), R311,13,3 PROFILE. THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO GREATER THAN 9/16 5 12" TO 3'-0" vS- INCH (143 MM), A NOSING NOT LESS THAN 3/4 INCH (19 MM) BUT NOT MORE THAN 11/4 INCH (32 MM) SHALL BE PROVIDED O ��AIR � STAIRWAYS WITH SOLID RISERS, THE GREA-EST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING AIL PROJECTION BY MORE THAN 3/8 INCH ((3,5 MM) BETWEEN TWO STORIES, INCLUDING THE NOSING AT THE LEVEL OF FLOORS AND LANDINGS, BEVELING OF NOSING SHALL NOT EXCEED 1/2 INCH (12,1 MM), RISERS SHALL BE VERTICAL OR SLOPED I I/2° = 11-0" 04 TOP 4 BOTTOM - FROM THE UNDERSIDE OF THE LEADING EDGE OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 (0,51 RAD) *4 EXTEND 2'-0" EXTEND TOP BAR 2'-O" DEGREES FROM THE VERTICAL, OPEN RISERS ARE PERMITTED, PROVIDED THAT THE OPENING BETWEEN TREADS DOES NO PAST DEPRESSION � PAST DEPRESSION PERMIT THE PASSAGE OF A 4-INCH DIAMETER (102 MM) SPHERE. X EXCEPTIONS: I, A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH 15 A MINIMUM OF II INCHES (219 MM), *4 � I8110/c X 2. THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON STAIRS WITH A TOTAL RISE OF 30 INCHES (162 MM) O TOOLED OR SAWCUT y` If J �U ` )U LESS, COAT PREVIOUSSURFACE ° FORMED KEYWAY W/ BOND BREAKER PRIOR • R311.1,4 LANDINGS FOR STAIRWAYS, THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWA) , TO NEXT POUR — O Uuv Uuv U v — I I ° U ✓ EXCEPTION: A FLOOR OR LANDING 15 NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, PROVIDED A — � [� — DOOR DOES NOT SWING OVER THE STAIRS, _ � . . - ° I = — �r � . ?C ° • d A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE GREATER THAN 12 FEET (3658 MM) BETWEEN FLOOR LEVELS OR Q . . ," a ° o; ., ,• LANDINGS, ° ° ° m 2A SLAB DEPRESSION 2B SLAB DEPRESSION 0 THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE STAIRWAY SERVED, EVERY LANDING SHALL HAVE A MINIMUM _ _ _ TO 4" S- 4" TO 12" DIMENSION OF 3(o INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL, R311,1,5 STAIRWAY WALKING SURFACE, THE WALKING SURFACE OF TREADS AND LANDINGS OF STAIRWAYS SHALL BE v t7 SLOP SL45-ON-GIRADE GJ' TEF 4 6TAIR 1 1P4 ff � NO STEEPER THAN ONE UNIT VERTICAL IN 48 INCHES HORIZONTAL (2-PERCENT SLOPE), 3 0 0 3/4" = 1'-011 w (� X R311.16 HANDRAILS, HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR TYI=, COI 5TIRUC I I O N JO I I "I 1 [--1 X Lu z u- FLIGHT WITH FOUR OR MORE RISERS, 4 0 R311,16,1 HEIGHT, HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TRE,/,\7) 'DOSING, ORM� in i 0 FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 FORMED EDGE ORI�� DEEP �'`� MM), 1/4I' PREMOLDED JOINT SAWCUT OR PLASTIC RIBBON FORMED uj (13 8311,5,6,2 CONTINUITY, HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGI i f, FROM A FILLER WITH SEALANT CUT REINF, EDGE O POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT, AT JOINT 3: O HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS, HANDRAILS _ SAWCUT WITHIN 24 CUT 5090 REINFO CEMENT m ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 INCH (38 MM) BETWEEN THE WALL AND THE HANDRAIL HOURS OF INITIAL SET AT JOINT EXCEPTIONS: Jr AOUXtu -u I, HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. 21 THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST X 1211 SMOOTH TREAD, R311.1,6,3 HANDRAIL GRIP SIZE. ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR BUILDING WALL OR I/2" LAP REINFORCING PROVIDE EQUIVALENT GRASPABILITY, FOUNDATION BAR a IS" O/G - 1, TYPE I, HANDRAIL:i WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 11/4 INCHES 2'-0" e JOINT Al2CI-IITEGT: (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM), IF THE HANDRAIL IS NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES (102 MM) AND NOT GREATER THAN 61/4 INCHES (160 MM) WITH A MAXIMUM CROSS �ERE. Iq SECTION OF DIMENSION OF 21/4 INCHES(51 MM), IC ISOLATION ID CONTROL lE CONSTRUCTION Q�p�N`�L A eGc'Ss 2. TYPE 11. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL PROVIDE A GRASPABLE FINGER � RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH (19 MMIS JOINT 5 JOINT S- * a ' ► n YJOINT -I MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH (6 " y MM) WITHIN 1/8 INCH (22 MM) BELOW THE WIDEST PORTION OF THE PROFILE, THIS REQUIRED DEPTH SHALL CONTINUE FOR AT ' LEAST 3/8 INCH (10 MM) 'f0 A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF THE TYF, �` ��► 1� F' CONTROL�1TROL CO I�1TR� CTI I�l JOINT] �� 0 X826 PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE II/4 INCHES (32 MM) TO A MAXIMUM OF 23/4 "' I I/2" = II-0" 2 - 04 CONTINUOUS REINFORCING CENTERED IN SLAB - Vt--V` INCHES (10 MM), EDGES SHALL HAVE A MINIMUM RADIUS OF 0,01 INCHES (0,25 MM), 2" GLR, SEE PLANS FOR SIZE 4 SPACING DANIEL A. SUTLER, R.A. R311,1.1 ILLUMINATION. ALL. STAIRS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH SECTION R303,6, 411 SLAB-ON-GRADE HANDRAILS BAR SIZE MIN. BEND DIAMETER BAR SIZE MIN. BEND DIAMETER Q Q 311,1.8 HANDRAIL5, HANDRAILS HAVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INCHES AND 38 INCHES (864 MM AND 965 MM), RESPECTIVELY, MEASURED VERTICALLY FROM THE NOSING OF THE TREADS, SHALL BE PROVIDED ON AT LEAST ONE 03 - *8 6 X BAR DIA *3 - *5 4 K BAR DI — — — — - SIDE OF STAIRWAYS, ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS WITH TWO OR OTHERS SAME ASM IN REINF, MORE RISERS FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST *9 - *II 8 X BAR DIA CA Uj RISER OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS, U 0 Q HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1,5 INCHES (38 MM) BETWEEN THE WALL AND HE *14 - *I8 10 X BAR DIA Lzll �, ) >- u HANDRAIL. riA-') PAVING SLAB EDGE IB SLAB CONSTRUCTION _Q !, O z O _ 311.1.9 HANDRAIL GRIP SIZE. ALL REQUIRED HANDRAIL5 SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE 0 4 S S- w LU fY Z 0 d Q- EQUIVALENT GRASPABILITY, w ^ O Li OLu Q TYPE I, HANDRAILS WITH A CIRCULAR GROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1/4 INCHES (32 M>j!) p p GJ' LAB-O(tel-GR AIDE IDE I A 11�GJ' I ~ z W O O AND NOT GREATER THAN 2 INCHES (51 MM), IF THE HANDRAIL 15 NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION 0 ALT HOOK LAP 12" FOR *3 Z `4 + w + w N AT LEAST 4 INCHES (102 PIM) AND NOT GREATER THAN 6-1/4 INCHES (160 MM) WITH A MAXIMUM GROSS SECTION DIMENSION P051TION 11„ FOR *4 D m m 3/4.I = 11-011 LuO 0 OF 2-1/4 INCHES (51 MM), N N m U J TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES (160 MM) SHALL PROVIDE A GRASPABLE FINGER m 4 X BAR DIA W U OO RECESS AREA ON BOTH SIDES OF THE PROFILE, THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH (19 ALT, OR 4 MIN E"+ cf) u-. MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH 3-1 3/4"Al 1/8" LVL HEADER (CONTINUOUS) FASTEN SHEATHING TO HEADER WITH SD Q (6 MM) WITHIN 1/8 INCH BELOW THE WIDEST PORTION OF THE PROFILE, THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEA T1.1 0 COMMON NAILS, 3" GRID, Z LL TIES z 4 z -4 3/6 INCH (10 MM) TO A LEVEL THAT 15 NOT LESS THAN 1-3/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF THE PROFILE m 0 m n O ALTERNATIVEQ ` 1 1/4" COIL STRAP (BOTH SIDES) (8) IOD z Q THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1-1/4 INCHES (32 MM) TO A MAXIMUM OF 2-3/4 INCHE NAILS, STUD (8) IOD NAILS, HEADER/TOP Z (10 MM), EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH (0,25 MM), ( 1 + z -q + z p PLATE. O z 111 1/2 CDX SHEATHING WITH 6 D COMMON Q NAILS, 3" FIELD 3" O,G, PERIMETER, Q STIRRUPS u 06-x- SIMPSON HDU 5 5/8" ANCHOR BOLTS 3211 PACE, STIRRUPS AND TIES MAIN REINFORCEMENT ? O.C. MAX, WITHIN 1' OF EACH SPLICE IN m � SILL PLATE SEE DETAIL SHEET FOR C14INSTALLATION, X w 0 0- (0 cm A T- 09 I �1�N N N,T,S, N,T,S, N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATI N SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. LO 1 4" V,T,R, WALL WALL 1 2"x4" INCR, WALL - - - — - - - - - - — - - - ROOF I r 060 I TUB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 _ _ _ _ _ _ _ I -I - -i - - - - - - - - I- - - - - - - - - � I I I 1 21" CLEARANCE I BATH *3I BATH *2 I MUD 1 1 1/4" 1 MASTER I 1 1/4" POWDER RM, I KITCHEN J_ LAVATORIES 1 1/4 1 1 1/4 12 ROOM I I BATH I 1 I SHOWER 1 I 114" WASHER 12 _ _ _ _ _ I I 12" 211 ISLAND WALL 24 CLEARANCE IN _ - - - - - I UTILITY - - -I I I D•U1• WALL WATER CLOSET " I I/4"� I I I/4 � I I/4 r - - - LAV LAV I I TUB 1 LAV I I SINK LAV LAV I I I LAV I SINK 0 1 SINK 15�� OR BIDET 15„ FRONT OF OPENING We i I WC I I I We I 1 TUB WC I 1� n _ D FAI SHOWER F L I SHOWER I — - - - - - - ( SH WER- - - — - - - - - _ - - — - - - _ -IST FL. - TUB - - 2" - — - - I I/2" 2" 2" 2" 11/2.. 1 1/2" 2" 2" 2" 1 2" I I/2 I i/2 I I/2 aT I 21" CLEARANCE 21" CLEARANCE o I � N I _ TUB 4" TO AN 411 4" APPROVED WATER CLOSETS CAST IRON SANITARY 4" HOUSE TRAP SEPTIC SYSTEM B-GURE R301.1 �LUM51NG R I6EIR DIAGRAM MIN. FL1, M51NG FIXTURE CLEARANCES 1/4" Water Demand Anabysis N,' y 170 2022 / Re: 4835 Oregon Road, Cutchogue M' � m Fixture WSF per Existing '4WSF Propose» 1NSF` W / Fixture r Water- 2,2 0 b 0 4 8.8 Closet { Lavatory 0.7 0 0 6 4.2LU W Bath l1.4 tl 0 57 p Shower A4 Washing 'l. 0a 0 2 2.8 uzi machine CEILING DRYWALL TAPED TO Kitchen Sink 1.4 0 � � 0 34,2 � 3 � WALL DRYWALL. Cq � Dishwasher 1.4 0 0 2+ DRYWALL CAULKED, GLUED OR x total .total 0 , GASKETED TO TOP PLATE, Proposed Design Flow 42.0 gpU0 ARCHITECT: DRYWALL CAULKED, GLUED OR \S-c E RWater demand analysis for plumbing fixture toad values based on 2020 Plumbing Q�OAN�EL q �� GASKETED TO BOTTOM PLATE. Cone of New York State. Water Supply Fixture Units in accordance with PI< Y nc with 1•able BOTTOM PLATE CAULKED OR E103.3(2). Table E103.3(3) used to determined estimated demand flow. Flow �, 0 GASKETED TO SUBFLOOR, rate extrapolated based on tabulated results. AIR SE�'LING NOTES: 7� THE CO TRACTOR IS RESPONSIBLE FOR AIR SEALING; THE BUILDINGENVELOPE SHALL BE SEALED IN �` ° D0°826 SUBFLO �" � GA5KE ACCORANCE WITH MANUFACTURERSINSTRUCTIONS AND THE PROVISIONS (CHECKLIST) OF THE 2015 IECC,OR GLUED, CAULKED OR ' ` GASKE TED TO RIM JOIST/RIM CLOSURE. -�E1�! RIM JOIST/RIM CLOSURE CAULKED OR N 1101,14 (R401.3) CERTIFICATE (MANDATORY), A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE � DANIEL A. SUTLER, R.A, GASKETED TO TOP PLATE, BUILDER AND POSTED ON A WALL IN A SPACE WHERE THE FURANCE IS LOCATED. THE CERTIFICATE SHALL LIST THE PREDOMINANT R VALUES OF THE INSULATION INSTALLED (ROOFS EILINC-zS/WALLS/FLOORS/FOUNDATION) AND DUCTS OUTSIDE CONDITIONED SPACES; U FACTORS FOR FENESTRATION AND SHGC AND RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING AIR LEAKAGE Q j� DRYWALL CAULKED, GLUED OR TESTING DONE ON THE BUILDING. THE CERTIFICATE SHALL LIST THE VALUE FOR EACH COMPONENT, THE O GASKETED TO TOP PLATE, CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPM NT, THE ENjINEER/ARCHITECT IS NOT RESPONSIBLE FOR ANY ENVIRONMENTAL ILLNESSES CAUSED BY THE NOTE: AT TUB/SHOWER LOCATIONSMANDATORY REQUIREMENTS OF THE ENERGY CODE OR THE PREMATURE DEGRADATION OF ANY U Q PROVIDE FULL HEIGHT GWB PRIOR TO COMPO ENTS OR FINISHES, z LU INSTALLING TUB ON OUTSIDE WALL AIR LU Q N Z SEAL PER DETAIL, THEN INSTALL UNIT, NOTE: PROTECT FLOOR JOISTS WITH MINERAL WOOL PROTECTION PER JOINT EVALUATION REPORT PER Q d ESR-1144, REVISED JANUARY 2011 (PAGE 13) ON FIRST FLOOR TO COMPLY WITH R302.13, EXCEPTION 4 1NU 0 z m (� ff z uj 0 1K it (A) FLOOR SHEATHING DRYWALL CAULKED, GLUED OR Q � � � GASKETED TO BOTTOM PLATE, y z W O LOCATE PER PLAN TABLE P3201_'LSIZE N OF TRAPS FOR "0 _ SCREEN WITH 1/4" P-LUM51NG_FIXTURRRE5 Q O M OZ O O BOTTOM PLATE CAULKED OR (B) I-JOIST lU = 0 N GASKETED TO $UBFLOOR. NOTE: FRESH AIR INLET TO RETURN DUCT MAX OPENING, TTP TRAP SIZE MIN, w 10 FEET MIN FROM HVAC SLOWER PLUMBING FIXTURE (INCHES) LL_ SOUND ABSORBER BATHTUB (WITH OR WITHOUT SHOWER HEAD 1 1/2 (C) MINERAL WOOL V O SU F O AU AND/OR WHIRLPOOL ATTACHMENTS (�/ N B L OR GLUED,L ED CAULKED OR INSULATION GASKETED TO RIM JOIST/RIM CLOSURE, BIDET I I/4 (A) FLOOR SHEATHING: MATERIALS AND INSTALLATION MUST BE PER SECTION R503 OF THE 2018 OR 2012 IRC O RIM JOIST/RIM CLOSURE CAULKED OR ­oFRE5H AIR TO HOUSE APRILAIRE STALE AIR FROM HOUSE — CLOTHES WASHER STANDPIPE 2 GASKETED TO TOP PLATE, MODEL 8100 ERV DISHWASHER (ON SEPARATE TRAP) 11/2 (B) I-JOIST: INSTALLATION PER SECTION 4,0 OF THIS EVALUATION REPORT, MINIMUM FLANGE SIZE OF 1,1251NCHES Z (Q --o—STALE AIR TO OUTSIDE FRESH AIR FROM OUTSIDE,,,/ x2,0 INCHES, MINIMUM WEB THICKNESS OF 3/8 INCH, MAXIMUM CENTER-TO-CENTER SPACING OF 24 INCHES, O FLOOR DRAIN 2 U SILL PLATE INSTALLED OVER SILL BUTTERFLY DAMPER I I/2 (C) MINERAL WOOL BATT INSULATION: 3-INCH-THICK, MINIMUM 2,5 LB PER CU,FT, MINERAL WOOL BATT INSULATION O Q GASKET, KITCHEN SINK (ONE OR TOW TRAPS, WITH OR WITHOUT DI5W4SHER AND FOOD WASTE DISPOSER) MADE OF ROCK OR FURNACE SLAG (ASTM C665 TYPE 1 COMPLIANT) INSTALLED AS SHOWN WITH IINSULATION LAUNDRY TUB (ONE OR MORE COMPARTMENTS) I I/2 STAY WIRE SUPPORTS SPACED NO MORE THAN 24 INCHES APART AND NO MORE THAN 6 INCHES FROM ENDS NOTE: SHADED COMPONENTS OF BATT$, THE INSULATION WIDTH MUST BE A MINIMUM OF 18 1/4 INCHES WIDE WHEN INSTALLED BETWEEN JOISTS • AIR HANDLER PAGE: .f DESIGNATE AIR BARRIER SYSTEM, 10 MIN ® LAVATORY 1 1/4 THAT ARE 16 INCHES ON CENTER OR 23 INCHES WIDE WHEN INSTALLED BETWEEN JOISTS THAT ARE 24 INCHES ON NOTE: LOCATE FRESH AIR INTAKE A MIN OF SHOWER (BASED ON THE TOTALO RATE CENTER, THE INSULATION BATTS MUST BE PROPERLY LOCATED ON TOP OF THE I-JOIST BOTTOM FLANGE AND 10 FEET FROM ANY EXHAUST VENT, THROUGH SHOWERHEADS AND BODY SPRATS) INSTALLED WITHOUT GAPS BETWEEN INDIVIDUAL BATTS, INTAKE AND EXHAUST MUST BEA MIN 18" 4GL FLOW RATE: 5,1 GPM AND LESS 11/2 MORE THAN 5.1 GPM UP TO 123 GPM 2 MORE THAN 12,3 GPM UP TO 25,8 GPM 36 AIR SEALING DIAGRAM UJB-IC�LE HOUSE MECH MINERAL L WOOL INSULATION LOMORE THAN 25.8 GPM UP TO 55.6 GPM 4 T- 0 ,02 "? II 'I = I II OR = mm, 00 = 30 ,8 mm, 1 II o 3/8 = 11-011 3/8 I -O 1/4 - I -O N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATI N SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLEOR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 8302,9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR WALLAND CEILING FINISHES, R3 2,12 DRAFTSTOPPING, IN COMBUSTIBLE CONSTRUCTION WHERE THERE 15 USABLE SPACE 2xa WALL FRAMING FLAME SPREAD AND SMOKE DEVELOPED INDEXES TOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, , W/ R-21�INSULATION `) WITH SECTIONS 8302,9,1 THROUGH R302,9,4 D AFTSTOPS SHALL BE INSTALLED 50 THAT THE AREA OF THE CONCEALED SPACE DOES SIDING _ SIDING y 7 NOT EXCEED 1,000 SQUARE FEET (929 M ), DRAFTSTOPPING SHALL DIVIDE THE CONCEALED 2xa WALL FRAMING W/ 8302.111 FLAME SPREAD INDEX, WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEXOF NOT 5P GE INTO APPROXIMATELY EQUAL AREAS, WHERE THE ASSEMBLY IS ENCLOSED BY A R-21 IN uLAtION j suBFLooR o / W/ FINISHED FLOOR FL OR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAT=TSTOPPING SHALL BE `� �� GREATER THAN 200, ICE AND WATER SHEILD. P OVIDED IN FLOOR CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: SUBFLOOR INDEX REQUIREMENTS FOR FINISHES SHALL NOT APPLY TO TRIM DEFINED AS I, _ CEILING IS SUSPENDED UNDER THE FLOOR FRAMING, W/ FINISHED FLOOR �`�� PROVIDE I/2" EXPANSION JOINT EXCEPTION: FLAME SPREAD D �� �� / PICTURE MOLDS, CHAIR RAILS, BASEBOARDS AND HANDRAIL5: TO DOORS AND WINDOWS OR THEIR FRAMES: OR 2, FLOOR FRAMING IS CONSTRUCTED OF TRUSS TYPE OPEN-WEB OR PERFORATED z 1STFL. E OF WALLS OR ISTFL. ®� TO MATERIALS THAT ARE LESS THAN 1/28 INCH (0,91 MM) IN THICKNESS CEMENTED TO THE SURFACME. KERS, _ GS IF THESE MATERIALS EXHIBIT FLAME SPREAD INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF GEILIN R3 2,12,1 MATERIALS, DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN I/2 -INCH (12,1 _ ` o THIS THICKNE55 CEMENTED TO A NONCOMBUSTIBLE BACKING, TJI CAS PER PLANS) ) Mt-) GYPSUM BOARD, 3/8" -INCH (9,5 MM) WOOD STRUCTURAL PANELS OR OTHER 16" o c ) 7 8302,9,2 SMOKE-DEVELOPED INDEX, WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF A PROVED MATERIALS ADEQUATELY SUPPORTED, DRAFTSTOPPING SHALL BE INSTALLED W/ R-30 INSULATION r / \ f PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THELL NOT GREATER THAN 450, 2X�Aca e Lt-i/ 1;/a" �� BU LDING OFFICIAL, THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED, ANCI-AOR BOLT 8302,9, 3 TESTING, TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM E 84 OR UL 123, SEAL s TERMITE SHIELD '�--� I I SCONE SLAB ON SETTING= BED ON � o R3 2,13 FIRE PROTECTION OF FLOORS, FLOOR ASSEMBLIES THAT ARE NOT REQUIRED { PER CODE, ODE i �P C:s�4B lO1�T COMPACTED FILL, �> n R3029,4 ALTERNATIVE TEST METHOD, AS AN ALTERNATIVE TO HAVING A FLAME SPREAD INDEX OF NOT EL EWHERE IN THIS CODE TO BE FIRE-RESISTANCE RATED, SHAIL BE PPROVIDED WITH A 1/2 z TJI CAS PER PLANS)l� y GREATER THAN 200 AND ASMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 WHERE TESTED IN INGH (12,1 MM) GYPSUM WALL- BOARD MEMBRANE, 5/8 -INCH ll6 MM) WOOD STRUCTURAL �� � -' MIN. EXPOSURE TO GRADE � o ACCORDANCE WITH ASTM E 84 OR UL 123, WALL AND CEILING FINISHES SHALL BE PERMITTED TO BE TESTED IN PANEL MEMBRANE, OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER, � GRADE c0 - `W/ R-3o I1��uLAtION / J ACCORDANCE WITH NFPA :?86, MATERIALS TESTED IN ACCORDANCE WITH NFPA 286 SHALL MEET THE FOLLOWING PE ETRATIONS OR OPENINGS FOR DUCTS, VENTS, ELECTRICAL OUTLETS, LIGHTING, I III-;' °. _- zX�-aca sll=L Wi /a" ANCHOR BOLI u LUMINARIES, WIRES, SPEAKERS, DRAINAGE, PIPING AND SIMILAR OPENINGS OR a a SEAL 4 TERMITE SHIELD PER CODE CRITERIA: - PENETRATIONS SHALL BE PERMITTED, FOUNDATION WATER PROOFING THE INTERIOR FIN15H SHALL. COMPLY WITH T+-E FOLLOWING: AND DAMP PROOFING= TO CODE FOUNDATION WATER PROOFING= AND 1, DURING THE 40 KW EXPOSURE, FLAMES SHALL NOT SPREAD TO CEILING, EX EPTIONS: - DAMP PROOFING TO CODE 21 THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY OF THE SAMPLE ON ANY WALL OR CEILING, 1, FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN ° 3, FLASHOVER, AS DEFINED IN NFPA 286, SHALL NOT OCCUR, AU, OMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904, NFPA 131), OR OTHER K 4, THE PEAK HEAT RELEASE RATE THROUGHOUT THE TEST SHALL NOT EXCEED 800 KW, A PROVED EQUIVALENT SPRINKLER SYSTEM. 51 THE TOTAL SMOKE RELEASED THROUGHOUT THE TEST 6H4LL NOT EXCEED 1,000 M , 2, FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT INTENDED FOR A \� ST AGE OR FUEL-FIRED APPLIANCES, 10 8302,10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION, FLAME SPREAD AND SMOKE 3, PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED TO BE UNPROTECTED WHERE DEVELOPED INDEX. FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302,10,1 THROUGH R302,10,5. COMPLYING WITH THE FOLLOWING: 3,1, THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES 2 NOT 8302,10,1 INSULATION, INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR- EXCEED 80 SQUARE FEET (1,4 M ) PER STORY, PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, ROOF-CEILING ASSEMBLIES, WALL 3,21 FIREBLOCKING IN ACCORDANCE WITH SECTION 8302,11,1 IS INSTALLED ALONGSTANDARD O I �i ( I LS ASSEMBLIES, CRAWL SPACES AND ATTICS SMALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN TH PERIMITER OF THE UNPROTECTED PORTION FROM THE REMAINDER OF THE FLOOR - I" ACCOMPANYING SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN ACCORDANCE WITH ASTM E AS EMBLY, \•, 84 OR UL 123, 4, WOOD FLOOR ASSEMBLIES USING DIMENSIONAL LUMBER OR STRUCTURAL COMPOSITE LU BER EQUAL TO OR GREATER THAN 2-INCH BY 10 -INCH (50,8 MM BY 254 MM) NOMINAL EXCEPTIONS: DIMENSION, OR OTHER APPROVED FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE I, WHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES, THE FLAME SPREAD INDEX AND SMOKE- PERFORMANCE, DEVELOPED INDEX LIMITATIONS DO NOT AP=LY TO THE FACINGS, PROVIDED THAT THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR OR WALL FINISH, R3 2,14 COMBUSTIBLE INSULATION CLEARANCE: COMBUSTIBLE INSULATION SHALL BE m 2, CELLULOSE FIBER LOOSE-FILL INSULATION, THAT 15 NOT SPRAY APPLIED, COMPLYING WITH THE SE ABATED NOT LE-55 THAN 3 INCHES (16 MM) FROM RECESSED LUMINARIES, FAN MOTORS REQUIREMENTS OF SECTION 8302,10,3, SHALL NOT BE REQUIRED TO MEET THE SMOKE-DEVELOPED INDEX OF NOT AN OTHER HEAT PRODUCING DEVICES, MORE THAN 450 AND SHALL BE REQUIRED TO MEET A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450 EXCEPTION: w t- N WHERE TESTED IN ACCORDANCE WITH GAN/ULC 5102,2, WHERE HEAT PRODUCING DEVICES ARE L15TED FOR LESSER CLEARANCES, 31 FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION 8316. C MBUSTIBLE INSULATION COMPLYING WITH THE LISTING REQUIREMENTS SHALL BE , O SE ARATED IN ACCORDANCE WITH THE CONDITIONS STIPULATED IN THE LISTING R302,10,2 LOOSE-FILL INSULATION, LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE OSTM E RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL MEET w m X 84 OR UL 123 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS SHALL COMPLY WITH THE FLAME TH REQUIREMENTS OF SECTION N1102,4,5 OF THIS CODE, uj d SPREAD AND SMOKE-DEVELOPED LIMITS OF SECTION 8302,10,1 WHERE TESTED IN ACCORDANCE WITH CAN/ULC O Z 5102.2. EXCEPTION: CELLULOSIC FIBER LOOSE FILL INSULATION SHALL NOT BE REQUIRED TO BE TESTED IN ACCORD4NCE WITH CAN/ULC 5102,2, PROVIDED SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS R302,10,1 AND R302.103, 3, 8302,103 CELLULOSIC FIBER LOOSE-FILL INSULATION, CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL COMPLY WITH CPSC 16 CFR, PARTS 1209 AND. 1404, EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL BE CLEARLY m LABELED IN ACOORDANCE WITH CPSC 16 CFR, PARTS 1209 AND 1404, 8302,10,4 EXPOSED ATTIC INSULATION, EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL CI,] 1- - HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0,12 WATT PER SQUARE CENTIMETER. 8502,10,5 TESTING, TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE WITH ASTM E 910, ' ARCI-IITECT: 8302,11 FIREBLOCKING, IN COMBUSTIBLE CONSTRUCTION, FIRE- BLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND HCR ZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER �p ARCN�TF BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE, FIREBLOCKING SHALL BE PROVIDED IN ����P BUTS WOOD-FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: 'co L IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROW6 OF STUDS OR STAGGERED STUDS, AS FOLLOW-5; I,1, VERTICALLY AT THE CEILING AND FLOOR � Nf LEVELS, 1,2. HORIZONTALLY AT INTERVALS N01 EXCEEDING 10 FEET, 0$26 f 2, AT INTERCONNECTIONS BETWEEN CONGEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT STATE OF SOFFITS, DROP CEILINGS AND COVE CEILINGS, 3, IN CONCEALED SPACES 13ETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN, ENCLOSED DANIEL A. BUTLER, R.A. SPACES UNDER STAIRS ShIALL COMPLY WITH SECTION 8302,1, 4, AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION, THE MATERIAL ~ Q FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE 45TM E 136 REQUIREMENTS, Q Q 5, FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION 81003,19. O 6, FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT f-- SEPARATION. � O � 8302,11,1 FIREBLOCKING MATERIALS, EXCEPT AS PROVIDED IN SECTION 8302,11, ITEM 4, FIREBLOCKING SHALL U tl Q CONSIST OF THE FOLLOWING MATERIALS, v--� ZU LN O Ill u 1. TWO INCH (51 MM) NOMINAL LUMBER, 21 TIDO THICKNESSES OF I -INCH (25,4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS, -Z � 3, ONE THICKNESS OF 23/32 -INCH (18,3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY 23/32 -INCH Oz oil O (18,3 MM) WOOD STRUCTURAL PANELS, w (K Z L O 4, ONE THICKNESS OF 3/4 -INCH (19,1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4 -INCH (19,1 MM) Q O n O Q Q PARTICLE- BOARD, U4 kn U O 5, ONE-HALF-INCH (1..,1 MM) GYPSUM BOARD, ul O� Z _ 6) 6, ONE-QUARTER-INCH (6,4 MM) CEMENT-BASED MILLBOARD, Q O u ZO O O 11 BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS INSTALLED w O N IN SUCH A MANNER AS TO.BE SECURELY RETAINED IN PLACE, cYl U `1 - 8, CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH 45TM E 119 OR UL 263, FOR THE �" U LL O SPECIFIC APPLICATION. O `n :3 LL � N 8302,11,1,1 BATTS OR BLANKETS OF MINERAL OR GLASS FIBER, BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED NON RIGID MATERIALS SHALL BE PER PERMITTED FOR COMPLIANCE WITH THE 10- FOOT (3048 MM) HORIZONTAL FIREBLOCKING IN WALL5 CONSTRUCTED USING PARALLEL ROWS OF 5TUD5 OR STAGGERED 6TUD5, O 1.0 8302,11,1,2 UNFACED FIBERGLASS, UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL FILL U fa O ~ THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF NOT LESS THAN 16 INCHES (406 MM) MEASURED VERTICALLY, WHERE PIPING, CONDUIT OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED, THE INSULATION SHALL BE PACKED TIGHTLY AROUND THE OBSTRUCTION, F AGE: 8302,11.1,3 LOOSE-FILL INSULATION MATERIAL, LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR USE TO DEMONSTRATEATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD THE SPREAD OF FIRE AND HOT GASES, 0 0 < a v 8302,11,2 FIREBLOCKING INTEGRITY, THE INTEGRITY OF FIRE- BLOCKS SHALL BE MAINTAINED, .® 3 00 N N O N N N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED,REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. MASONRY HIMNEY WITH STUCCO FINISH OPENING PROTECTION BY WOOD STRUCTURAL PANELS WINDOW FAI L PROTECTION. FLASHING AS REM) PERSUANT TO WoO9,1,4, SEE FASTENING SCHEDULE ON PROVIDE WINDOW FALL PROTECTION AS REQUIRED BY CODE. EGRESS DETAIL SHEET IN THIS SET. WINDOW MUST MEET MINIMUM CLEAR OPENING OF 24" HEIGHT, 20" WIDTH, AND STANDINGSEAM ROOF, 5.1 SQ,FT, FRAMED CHIMNEY WITH SEE DETAIL SHEET FOR HIGH WIND CONNECTION STUCCO INISH CONTINUOUS RIDGE VENT PROVIDE O GUARDS, REQUIREMENTS NOTE: ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR 02 OR BETTER I CONTINU US FRAMED CHIMNEY WITH RIDGE VENT STUCCO FINISH CONTINUOUS RIDGE VENT i_ MASONRY CHIMNEY WITH 12" STUCCO FINISH 12" a' - .311 I a T.O. 2ND FL. PLATE cp I N I i SAM STANDING E ROOF, j GUARDS. PROVIDE SNOW RD I - - UPPER T_O, PLATE 5� � STANDING SEAM ROOF, o IE PROVIDE SNOW GUARDS, „ - - - - - - - - - - - - - - - - - - - - -- CRICKET - HALF-ROUND -' iv loil GUTTER _ LOWER T.O. PLATE HALF-ROUND GUTTER BOARD AND 1x4 TRIM BATTEN SIDING �� � �� I� / '/ \` \ FLASHING AS REQID. STAIRS 4 RAIL \ BOARD AND BATTEN SIDING \ / TO CODE IST FLOOR d °, ° ° ° • 4 ° d ° ° _ ° ° d° d ° ° ° ° 4 d ° ° ° 9 ° d ° 6 ° f d ° ° ° ° ° '° ° ° d d ° .o ° ° k _ GRADE — I I • STEPS 4 RAIL TO CODE 8'1x81' W OD POST, 1 P, I I I � I I I I I HT1 M I I • }� P.C, FOUNDATION 4 FOOTING P,G, FOUNDATION I 1 I ; ; 4 FOOTING DROP FOOTING TO -36" _ __ __ _ z LL FROST LINE, i i I I ►--� `L I I I I � m(X I I I I I I I I I I L_--__--T_L__—____ I I I I L----r--- 1�---------------------------------------- BASEMEN� ------- O� ------ 'r L-----------------------------r 1_--__-_---J r___----_-----_-----___---_----L r-__-__-1, � q In ff C6 I —————————————————————____— —__————_—_______———— ------------------------------J-----------------------------------------------------J ——————————————————————————————————————————————— 1� AIN MOUSE - FRONT ELEVATION �, � 0 0 1 MASON Y CHIMNEY WIT N -- I/4 = I -O ST CCO FINISH FRAMED CHIMNE WITH STANDING SEAM ROOF, Lu -t STUCCO FINI H CONTINUOUS RIDGE VENT PROVIDE SNOW GUARDS, I ~ j I FRAMED CHIMNEY WITH STUCCO FINISH ARCHITECT: STANDING SEAM ROOF, CONTINUOUS IDLE VENT CONTINUOUS RIDGE VENT ��1STEA F i PROVIDE SNOW GUARDS. PNIE( MASONRY CHIMNEY WITH I I =1 s I , -I STUCCO FINISH m �, ( r ! ! T,O, 2ND FL, PLATE `,' ' N j 11 �� X82 xr ' I 12 1�6Yr�n`/ �J. I I I i i I I I I i I 12" 1211 a ' DANIEL A, BUTLER, R.A, 12UPPER T.0 PLATE " 9„ � - - - 91I II J I 9" LO 0 HALF-ROUND GUTTER -LOWER T.O. PLAT C4 � CIDV Z ULL Q BOARD AND BATTEN SIDING HALF-ROUND GUTTER O LZII N ZO } 1 BOARD AND BATTEN SIDING ri r,rlNg ,?r [ 14 (Y- 1x4 L IL \ ,'.I',:�i='i#i''+�, - s,r: / 1x4 T IM .: a, �. �:. r 1 l O R ;:f;, : ( `=r: 1x4 TRIM uJ 01 C14 STAIRS 4 RAIL TO GODS Q ,fin Oma` z O O � SCREENED PORCH SEE: " r{�. .li a I,, pp! d1s' ,I � ,,:, 1} ,, � =f ,� \ _ IST FLOOR (FIN.) cA SHEET A-2,1' ,I F'.} R y, } u. : t ' ! I'# �1 U In d ° •d ° ° ° d ° ° ° < ° ° d °d ° ° ° , < ° a° d ° ° ° ° ° ° o d ° ° ° b . 9 � ° ° ° ` d o $ 8 ° 6 ° d ° � ° ° ° ° , • ° ° d ° a • " ° d d ° ° p e a ° ° ° a ° a ° ° d ° ° d ° e 4 d ° < B d ° d a • ° ° ° ° a d �- � I I ° •I I FLASHING AS REQ'D Z I I I I I O z I I I I I I I I I I I I 131 • I I I I I I I I I I I I P,G. FOUNDATION 4 FOOTING I I I I I I I PAGE: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I BASEME� 0- -------------7L------ ---------- ---------------- 1 ---------------------------- L------------------------------I- ------------------------------ ------------ ----------- — — O I L-------------- ------ I I I I I I r—————————J� CO ----------------- ---- I L,---__—__1______________ _____________��----_-------_�—_______---_—_— _---_--_____—__1----_--__—_---_—_-------------_1_--_—_--___—_--___--____--___--_L--__—_--_--_--_—___ ____—I---_ _--__1—_--___—___—J--------__--_--_--__—��_�-----__�__------__—_---J ----------J 1 ,0 0 M MAIN MOUSE - REAS' ELEVATIONLo N CD 2 I/4" = 11-0Lo " THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. RR312 - GUARDS RR312.1 GUARDS REQUIRED, PORCHES, BALCONIES OR 1RA16ED FLOOR SURFACES LOCATED MORE THAN 3 MASONRY CHIMNEY WITH INCHES (162 MM) ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LE55 THAN 36 INCHES (31 STUCCO FINISH MM) IN HEIGHT, OPEN SIDES OF 5TAIR6 WITH A TOTAL R16E OF MORE THAN 30 INCHES (-f62 MM) ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES (864 MM) IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. CONTINUOUS RIDGE VENT RR312.2 GUARD OPENING LIMITATIONS, REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR FRAMED CHIMNEY WITH 1211 12" AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO STUCCO FINISH 9' D � 9lt NOT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) OR MORE IN DIAMETER. CONTINUOUS RIDGE VENT EXCEPTION: THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD - FRAMED CHIMNEY WITH AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT A SPHERE 6 INCHES (152 STUCCO FINISH MM) CANNOT PA55 THROUGH. STANDING SEAM ROOF, PROVIDE SNOW GUARDS, UPPER T.O. PLATE I, W N HALF-ROUND GUTTER I LOWER T,O, PLATE FOR WOOi \ \ ms ��� FOR WALL OPENING PROTECTION OFI20 MPH 3-SECOND WIND GUSTS ,' \\ ,' `\ EIDE] E [ Mr�T7 1x4 TRIM ( MAXIMUM MEAN ROOF HEIGHT: 35') EIFIE] F OL 514UTTER ASSEMBLY \ ` � BOARD AND BATTEN SIDING FOR PANEL SPANS: J11 \ O < 4'0 WIDE SPAN \\ 11 11 11 11 \ 23/32" APA SPAN-RATED 46/24 SHEATHING GRADE L _L I. , PLYWOOD (OVERLAP AROUND OPENINGS 4") LL —IST FLOOR (FIN ) ASSEMBLY: ° II ° ° 't 4 . ° ° ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ° d ° ° ° e ° ° ' ° ° ° GRAD_ E � � I I ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: i STAIRS 4 RAIL TO CODE ' *10 TEE NUTS ATTACHED TO BLDG, LL/ *IOI ' ' 8"x8" WOOD POST, TYP. ' (2) GLOPAY CANYON I z RIDGE' CARRIAGE HOUSE ( W/ WASHERS) MACHINE BOLT 12" C,G, i 5-LA'T'ER cn -� . rt -----------------------------------------—--T� — L� I I I �-------- I I I I --—————————————————————————————————————— --- •I I I I —t'----I I 17 DROP FOOTING TO -36" BELOW FROST LINE, wm X P.C. FOUNDATION 4 FOOTING I P.C. FOUNDATION 4 FOOTING i i i m x I I I I I I 1II r�II---------------------------------------------------I I -------II ------------------------------------ ---------------YA_1II ---------�I_-_II JI— — — [� OA�/`—• UKcOfInJ� l. BASEMENT ----------- ----- I_-----------------------__1 MULTIPLE SECTION ASSEMBLY: - --------- , I/4" THICK BOLTS 21 OC _-_-___----_--_ --------------------- -------- MAIN HOU&E - SIDE (LEFT) ELEVATIO O o 1 1/4" = I'-0" m 0 MASONRY CHIMNEY WITH SHUTTER ASSEMBLY STUCCO FINISH _j •' W FOR PANEL SPANS: 1— 4' OR WIDER SPAN FRAMED CHIMNEY WITH CONTINUOUS RIDGE VENT 12„ 12tt STANDING SEAM ROOF, 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE STUCCO FINISH PROVIDE SNOW GUARDS. - PLYWOOD (OVERLAP AROUND OPENINGS 411FRAMED CHIMNEY WITH ARCHITECT: ) STUCCO FINISH _ 2x4 STRONG-BACKS m 24" OC CONTINUOUS RIDGE VENT ASTER ASSEMBLY: �! Q�OPNIEL q e1QC� U, PREASSEMBLE PLYWOOD TO 2x4'5: * 10x3 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW 12 O,G, jpl 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ *10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL ! j ! ! T,O, 2ND FL, PLATE WOOD SCREW 6 16" O,C• o x f . ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: WASCO SKYLIGHT - ! �o O e`ti *10 TEE NUTS ATTACHED TO BLDG. w/ *10x1-1/2 ( W/ WASHERS) MACHINE BOLT 0 12" O.C, NEW YOE'� j ! I UPPER T.O. PLATE DANIEL A. BUTLER" R.A. — I j ! 0 0) FASTENER SPACING (INCHES)d"b I HALF-ROUND GUTTER Q U FASTENER TYPE PANEL 4 FEET S Co FEET S 1 ! ! s = U SPAN PANEL SPAN PANEL SPAN LOWER T.O. PLATE S 4 FEET S 6 FEET S 8 FEET NO.8 WOOD SCREW O U 0 k- Q BASED ANCHOR W/ 2-INCH 16 10 8 \ ,'j,; ;}i:ll: ,; 1x4 TRIM I--� Lu Lu cv Q EMBEDMENT LENGTH �1,:! z O / �}} BOARD AND BATTEN SIDING O W NO,10 WOOD SCREWr , lr i _.,t_ 1 }'. W z 0 BASED ANCHOR W/ 2-INC:H 16 12 9 1 ,ti, V EMBEDMENT LENGTH \. ' \\ ,;;#I+i.'i ;: ,: - r�. I �4I 4,1 a { 000 O {ifrlt +, F I ° SCREENED PORCH SEE z W = N 1/4 INCH LAG SCREW rll, i = I' # !# I::�i I ��:!�t;js�,;,. SHEET A-2.1 u BASED ANCHOR W/ 2-INCH 16 16 16 + Z O O EMBEDMENT LENGTH �{ rf { .1 N , ,.,, < ° ° ° ° 9 —IST FLOOR (FIN,) U N LL FOR SI: I INCH=25,4 1'1M, I FOOT=304,8 MM, I POUND--4.446 N, ° ° 4 °a ° ° ° , ° ° ° ° a ° ° w � I MILE PER HOUR=0,441 M/S, ° ° ° ° ° ° ° ° ° ° ° 9 ° N GRAD_ E n � � LL I ° I � I I I I I I I I fTl O a, THIS TABLE 15 BASED ON 180 MPH ULTIMATE DESIGN WIND SPEEDS, k- V"'; AND A 33-FOOT MEAN ROOF HEIGHT, ' I ' I * `' I TI— •; b, FASTENERS SHALL. BE INSTALLED AT OPPOSING ENDS OF THE WOOD � � STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS i i I i O z I P.C. FOUNDATION 4 FOOTING U � THAN I INCH FROM THE EDGE OF THE PANEL, c, ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH OF NOT LESS THAN 2 I INCHES INTO THE BUILDING FRAME, FASTENERS SHALL BE LOCATED NOT LESS THAN 2-'1/2 INCHES FROM THE EDGE OF CONCRETE BLOCK �'d`��' OR CONCRETE, d, PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE I I I I I I I ATTACHED USING 'VIBRATION-RESISTANT ANCHORS HAVING AN BASEMENT g ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 1,500 POUNDS, _____________ I M I O T7 --------------------------------------------------1----------------t-----------------1--------------____---_ -_---__------- AIiiiiiiiiiiiiii,,, SHUTTER 466E SLY MAIN HOUSE SIDE OR IGHT) ELEVATIONLo N N O N.T,S, 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATI N SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ,A-3.0 A-3A BASEMENT (EXCAVATED) 4,144 SF BASEMENT (UNEXCAVATED) 189 SF HEIGHT OF FINISHED WALL TO BE 6" ABOVEg, oil FINISHED GRADE oil - 011 _ --- -- WALL ON BEAM POCKET - 8"xl6° P.G. FTG. _ - %'.,...: Il iC: I;<'_.�L TO .:I' O GROUT SOLID, T'I'P - ° PROVIDE TIE DOIUNS ATE CH CORNER a.. 5IMPSON HDU 5 (TYPICAL) - SEE DETAIL Q ———————— ———— - SHEETS 5/8" ANCHOR BOLT, PROVIDE 4 1/2" y� I'T 1'•IC UJ."I 1- TD a ° a — — — MIN WOOD MEMBER TO a TACH TO OBTAIN F77 -- \ - - - - - \ 1810 LBS RESISTANCE \\ P�c PROVIDE 5/8" ANCHOR B LTS 32" O.C. MAX.UJITHIN I' OF EACH SPLICE N SILL PLATEa,_L 2I`rFn � SEE DETAIL SHEET FOR IN TALLATION A-31 � I;HR\SELFUP \ \ a NE!' 3".>>UPJ[".�," "ION W,',LL � o INSULATED. \\' \ - - - - - - - - - - - _ Ify fu TYP. REINFORCEMENT:'3^ROIUS OF;\ 1 z "' — I \2-*5'REBAR,_3° MIN.^COVER ,\ \ - - - - - - - - - - - - t- o \ �I } LLI . o a -J i1-1/8" TJI\230\-s 16"\O.C.: - I' 14" TJI 360 's le'" O.G. - 8" P.C. WALL ON \ 8 x16 P.G. FTG, (BOTTOM\FLUSH)\ 4 rr —� DROP•FOR BATH STONE DROP FOR SLAB I O Q I \ \ \ I I/2" CxW6 ON CLC. A-3.1 PORCH '41 \ \ 4 SETTING BED AREAS \ \\ \ \ \l I I I SLAB ON GRADE / ----- I 1 (2) F.J. (14 TJI 360) I , (UNEXCAVATED) O I I S -- -- -- - COMPACTED „ MP TED FILL , \ I ;, L - L 4 STL. COL. N --------- i - " O I a 36 x36 x 15 DEEP P.C. FTG., ---------I-I . TYP. I FOUNDATION WALL: 10" THICK X 10-'0�' HIGH I 1 I \\ \\ m ---------I 1 P.C. WALL WITH D AMP ROOFING ON 20"x10" \ ° TE TING PROV \ \ \ ---- _-- (2) F.J. (2) F.J. POURED CONCRE QQQ,(4, E (4)-*4 - - - - - - - - - - - - - - - - - - - �- - - ° F- - - - - - �'- �- — - - - -- - - - _ I BARS IN FOOTING, TVP. PROVIDE (I�5 BARS - - a° 36" O.C. HORIZONTAL AND VERTICAL ` r'- - - - - - - - - - - _ - - - - - - - - 13 - 11 I 14 - s o-. — — a I I 1 -I8 BEAM POCKET 1 i DROP ( - I 13 - 9 12 6 13 - 9 GROUT SOLID, TYP FOR I I 10o 14' - 2" STEPS 1 0 ( (2) F.J. (14 TJI 360) - m CONTRACTOR TO COORDINATE I m W FRESH AIR REQ'D FOR FIREPLACE - 1 14" TJI 360 I'm I16 O.G. I\ a ul (Y o x z 1L - - - - - - - - - - - - - - - - - - - - - - - - - - - \ - - 4 O ST L. COL,\ I YBOTTOM FI'USH)' ` , BEAM POCKET \ - \ - i ' J+ (K 36" x36" x 15" DEEP P.C, FTG,, ° I 0 � X O I \\ \ I ' �r \ \ p BEAM POCKET L - TYP. 14 TJI 360 16 O.G. - \DROP\FOR\BA H STONE\\ �.. GROUT SOLID, TYP I I I \ Ca \\\ I I GROUT SOLID, TYP INTEGRAL P.C. PIER, \ d,SETTING BE AREAS '\ \\\ i I I 20 I TVP, �- Lu - � - PROVIDE (2) F.J. UNDER WALLS I CONTRACTOR TO ABOVE I I COORDINATE cel \ (2) F.J. (1 TJI 360) lY a, 6, = I FRESH AIR REQ'D r - - \ (2)\ J. (14" TJL\360) `I 1002) \, rr I - PROVIDE BLOCKING FOR FOR FIREPLACE - \ \,^ - - \ \ �- I 4" STL. OL. ON I I 6' _x DECORATIVE FRAME/COLUMNS \ \\ \ \ 7-HR ELF CLOSING\ \, \ \ I 11 l I I PORCH-- I \ \\ \ .. I \ \.f'�� , I 36 x36 x 15 DEEP P.C. FTG., � I ^' I m I ABOVE ABOVE \ \ U2IL Y_tRQ01�" i , \I SULATED \ m OL, - �Q� \ \ TVP. - 5/8" GWB ON� CLG, rt �`. \\ r I 0= a. r �m FILL) I \ \I p' (2) F.J. (14" TJI 360) \ \ \ \ cp - I ( (2) F.J. (14 TJI 360) _ o I " �^ v^ r Yw - --- \\I \ ARCµIT1 CT: u0,C,' \\ \ \ \\ \ 4 P.C. SLAB \' 11-1/8 'TJI 230 e I - - - p - C) - o - \ I \ I \\" I L I - EXCAYA-TED��S-EMET! I (x I -=J=--_�_ \ ?\1\ \ ON GRADE \ ` ^\. (BOTTOM FLU H) tr (LINFJ �-1ED) �7 \ DROP FOR ATH STONE \ m p ,� \ 0 -------- I O\ \ \ \ \`I \•\\\ \ \`\ \ `.l` ��� ��E�- RC*� \ D P B O E I I \ DROP \ \\ (Y I 4 P C: SLAB 3500�PS1) ON (K - - \ SETTING BED REAS \ I w 1 �7 I `� ' In FOR SLAB \ I 4 MIL VAPO�BARRIER ON «� \ I2 RIGID INSULATION BOARD ON \ \ \ \ \' 4" COMPACTED POUROUS FILL ° \ 0826 ! - - - - -� - - - - - - - - - - - x .l C� \ \ I ( \A-�/ \(BOTTOM,FLUSH) EVw�� BEAM POCK 7 DANIEL A. BUTLER, R.A. DROP FOR,BaTN STONE .4 1 GROUT SOLID, YP I i 2x6 WALL W/ 5/8" GW5 SETTIT`IC�`BED AREAS : m m \ \. I I = I I BOTH SIDES = I LUAL.L DROP m m ---------- CHEEK �- p BELOW FINISHED LAB \\I; \ \r\\\ \\\\ \ \ \ \, \ • Q Q £3 4 - O 6 - O , 10 - 6 10 to - O 4 O I 1 "TJI 360 a_16" O.G. 8.. loll P.C, UJALL ON - - - I ;I I `~ `\ r. (3) F,J, f (3) F.J. (3) F.J. rr \ \ 8 x16 P.C. FTG. I - -, - \ - - - _ _ -- ---- \�^ - (14�_TJI 60) - \\ \ \ \ 1 \(2� \ �M - fQ \ \(2) F.J: \� \ \F J. (14"\TJI 360) IN - - - - - - - - - \ \ - - _ \ \ \ , \ \. \ \ _ I I o O - 13 6 1/4 L _ �\\ \ \ \12 11 1/4\� \ 13 10 1/4 — _— J4 - 1 LL 10 - 1 — — J ILI 14 - 2" �p — -I N z lu } -\ \ \ \ \ — \ \ N-1/8" T J\230• l6" O:G: _ Q Q ', z O mPROVIDE f - I _ O I OFF \ \\ ,(BOT OM.FLUS{ )\ \ \ \ I , M ( OPENING FOR _ b- 0, � L� N O �,- � 0 \ \`\ O FRESH AIR AS REQUIRED o - ` \ DROP ,OR STONE\4^ \�' i I x w 1 U (K Z �; d IL - I 3 2 CAR-ARAC E r--� \. \ \ \ ( I I _ I - Z (UNEXCAVATED) ��' U \ \ SETTING BED AREAS r BY KOLB MECHANICAL. I I, z - Z 11l O Q- \ n u N< \ \ \ n II A-3.1 \ \ �,\ \ ( COORDINATE LOUVER TYPE O 14 TJI 360 6 16 O.C, -_\ BEAM,POCKET\ \ \ 14 TJI 360 a 16 O.G. = I 6" P.C. SLAB (3,500 PSU OVER ( - - - - - - - - - - \ ' \' \� \GROUT^SOLID�YP\ \a - - - - - - - I I r - - AND SIZE, o ` L� - J z Ul cy = c� DROP FOR M.O, \ I 6 MIL. POLYETHYLENE VAPOR BARRIER - - _ _ - I - - _ U O — \ \ I o (DOOR ABOVE) ° a°° ° �. Q 6x6 10/10 W.W.M. ON POUROUS FILL PI CH O ~ z \. - - N TO O.H.D. \ �\� - - -\\�, - - - �.'\ - - �-\\ - - - - �\T_ \,\\/ \ - 14" TJI( 360 a 16" O \ O m U J \ ' 1 ( (COMPAC_-ED � 1 1 O � m 1 4" P.G. SLAB N GRADE ON t•A-3.2 COMPACtED FILL �� I �- u- 8" P.G. WALL ON DROP FOR SLAB - I 8"x16" P.C, FTG. BEAM POCKET r STEP FOOTING 30 DEGREES MAX. GROUT SOLID, TYP Z I z (o - 011 24' - O 13 - 2 1/4 8 112' - 31/4'' 8 13 - 2 1/4 12 - 9 — 4�-- (o ` 12' - 9" PAGE. 30' - O° 40' - O" 30' - 011 v A- 2 ,00 o0 CONTRACTOR TO Fo�o6rDoUNr�,��rIoN FLAN COORDINATE FRESH AIR N 1 N 1/4" = 1'-O" REQ'D FOR FIREPLACE Q N N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i FIRST FLOOR ENCLOSED: 4,216 SF 40' - O" GARAGE: 553 SF 1 11 HEATILATOR REVEAL FRONT PORCH: 300 SF p 2 - 3 10 - 6 4 - 311 10 - 4 2 - 8 MUD PORCH: _ RBV4236 GAS FIREPLACE. 6' - oil 18' - O" 6' - oil SCREENED PORCH: 2�2 SF o d 4 - 11" 4' - 6' 4' -"11" INSTALL PER MANUFACTURERS RECOMMENDED TOTAL 5,525 SF � p(x INSTRUCTIONS, SEE SHEET A-28 2 1 O C0 O A-3.0 \A-3.0 _ I ❑ I n EXTERIOR WALL CONSTRUCTION: ; m -TIMBER5TRAND 2X8 WALL STUDS, 1 ° 2' _ 011 � 1 X11 (!' )) \\ 1' - 9" 2' - O" THICKNESS PER PLANS, j U- �1 -5/8" ZIP SYSTEM ROOF/WALL SHEATHING 2 �04r A LAV, \ l I IS - `� 1 �. -30* BUILDING FELT i -SIDING: NATURAL HEMLOCK BOARD AND\ BATTEN, IXIO BOARD, IX2 BATTEN, A-2.7 � � I 11 BEDL Q1�_�3 I I � �Og - o w(� 13 - 10 10' CLG, HT, ------------_-------------- -INSULATION PER PLANS AND SECTIONS, o Q(Y - i - - - - -5/8" GYP, B USA L FINISH, t: �7 SHOWER = BATH 03 SD O < N Q IL GLASS I DOOR `. -5/8" GYP, B , WA L FINISH BOTH 51DES u N z0 SCREEN TER S�RUDIION_ � 10 GLC, HT, / � I w (UNLESS OTHE W15 NOTED) di 16 1 I II I 11 I 'il t 4 - O r 6 - 2 3 - 2 z ' _ I I \ -2X6 WALL ST DS a 16" O,C, \ I S EE OR I l ( d a, \ -- - _ - ❑ � w w -� � 2x O_ C.J. � 16"_O,G, -Ip m- 2x10 ,J, a 16" O,C, -�-- - - - F 11 HT, O R=4�J�ASUL4TlON R-49 INSULATION �4 413- 1 5HWR - u-� % �E3 \� TUB ° ) R A-3.1 I m I j ❑, w p 2x10 C,J, 16 \ ,n O,C, UJG 2 - 14' - 4" 11 l0' \9 = O - 2 5 O i \ I A"fTIC IIS i r 03 r 10 CLC, HT, � \j .� I ACCESS ' .! , I r I 1141 ❑ 116 O - 1 DN til a — — — --� — — — — — -1 — -- - — — _ - 10 C.J, o 16 0,C, 0 - x10 C,J, 's 1611 O,G, --- --------- ---------- 2x ---- ca II --r ------ ------ `; R-49 INSULATION I R-� 9 INSULATION NOTE: DECORATIVE FRAME AND I ' j POSTS BY HERITAGE, RESTORATIONS', Im O � `� � 112 ` RUMFORD MASONRY WOOD - / -�pNfiR-A-G'i�R-�O- ' ----' \-- BURNING FIREPLACE TO CODE, 112 >� 113 III _ i �tBE BEDROOM f2 , PROVIDE FRESH AIR INTAKE REQUIRED BLOCKING, IN FLOOR, WALL nl 10' CLC, HT, s2 HALL I -- - ---- r ----- - °' AND CEILING FOR 1�16TALL OF BARN 1151 a O _ �AT 6 - 10 3/4 6 - 10 1/4 12 6 6 - 10 1/4 6 - 10 3/4 FRAMES AS REQUIRED, o ( i 14 9' GLG, HT, W r 5�O z IO GL HT, - 1 - - - - _ - - - - -_----- - cv _ _ _ _ - o ❑ �_ I - w LAV❑,, >✓ � `�� rt- --------------I ❑ I ,�j Q� � [Q - `* `' ) I <t RUMFORD MASONRY _ FAM101- ROOM IT I `, ~. 1000D 0 105j I. 104) CATH, CLG, O - 1--� X U1 F 1 ------- ---,- a -- -- -- ------ ------- FIRM LAGS TO CODE, I ------ ----- -- - ------ ------------ p ❑ I - --- - - ---- (SIS i i PROVIDE FRESH AIR INTAKE I� ca0 / 10911/ , ,1 I I I i I I II I �II I I, 12� - (0 2 3/4 6 2 1 2 1 5 - O 1 - (� _ 2 I/2 w - 2 3/4 �, r----------------- - Z �SHU1R — — — — — -_ ------ _ ------------_- 1U co 14' - 1011 2' _ 011 %p', 13' - 5 1/411 - ----------------- --------------ir j----------------------------- ---- p 13 - 1 1/4 13' 1 1/4" - T . _ 12' - 5 1/4" 8111 12' - � 1/4° all 12 12' - 5 1/4" i8" S" 28, -;g11 ; f116� m n1 2x10 G,J, 16" O,C, - NOTE: DECORATIVE FRAME AND _ - p I I 2x10 C,J, 0 16 O,C, ❑I POSTS BY 'HERITAGE RESTORATIONS', (CANTILEVER)-. -- TIMBERSTRAND 1 R- 9 INSULATION , , CONTRACTOR TO PROVIDE ��. Lu R-49 INSULATION 22' _ g110 1 \ 128 ) 2X8 WALL STUDS, tr W _ RIDGE POST, AND -- ------- _________ _____ ________I-J-- ----------- ----- -------- TEMPORARY - (. I REQUIRED BLOCKING IN FLOOR, WALL DN - - - - - - -- - - - - - co 0 A,TIC MUD ROOM J p L \\ AND CEILING FOR INSTALL OF BARN = - - - - - -- -- - -- - --- --- - - - --- -- -- - - ' r L 1 — AC E55 ARCHITECT: O p 4 MIN, - FRAMES AS REQUIRED, ___ -__ lUR w cs) --4-------- —� —,— — _ 10 CLG, HT, O - -- -- --------- ---- -- ---- - ------- ---� `� �' X - - - -� - \- --- - �-I - - - - - MASTER M_ASIInR_ EA�, X -- --------------------- - l- ------------------------- --- -r-i- ------------------------- ><-,i , lU,l,GN A 13& hi m MUD N --- --- ❑ \ BATH �� ��� � � KITCHEN ' �' --- - ; 10 CLG, H , 10 CLG, HT, , .. a t � I 10'-4" CLG, HT, LTIff U!/D UJ/D III j ' � , 1 , � -1 CATH, CLG, 40 - O g" 4 0 6' 711 21 - 011 \ i 15' - 1° _ I --- - _ I' -----------� LAV, _ I' SKYLIGHT'S O O �5�� 30826 n' 11 11 3 �. LIVING-ROOM ( F � !� O ;" = i8x8 WOOD -- - --- z (SINi i 1.A-3.2 --- --- TUB 1 O CHUTE -- ;�OP NE� P05T i CATH, CLG, - ATTIC � 15Z ABOVE iACCESS 1 , " ( LAV, I N I (\ \� DANIEL A. BUTLER, R.A, SD �O ------- u 1 ----------\� N I TWO_CAR_ RANGE / --- I i � - -I- - � I I I I 2R 49 I SULATION 1 -" 2x10 C,J, � I " O,C, GARAGE HOOD -�-� }- Ix R-49 INSUL TION IQ I I I I I Q IOOj O I 1 ' CLG. HT, i - ❑ \ : Q ❑ I I i - I I I Q N f - + - CL, UJC I 126 ❑ ❑ O 1 I 0 `�' I 4-1 3/4" 11 Z/8' FLUSH HDR 4-1 3/4" x I l%8" FLUSH HDR, 2x8 BEARING WALL COVERED _- --_---- ----1---- -- +'-- _ --------_- _---_- - - - 7-- GARAGE- - _ L J ---- +- ---------- I �i (moi) �x 4R�C E_ O - - LINETOF EXrtERIOR - -- ❑-� [A 1 uj FOR-CH ( z 9'-0" X 8'-O" 1 4" STL. COLUMN ON WALL ABOV� co ISEE GARAGE 0__--O,H, ---------- I = 30"x30"x12° P,G, FTG, REF, J�o 7 C LA V, 21 j I z O Q O ca z _ O_ R - l ed.WDER_ ( - U l Z CQ } U — i PORTAL I _ fX 0 -� U m O r 9' CLG, H , I O GL, Room _Q O ; Z O O FRAME ON --------------- (x _ U O �r 4 _ �g \ I I cl) >- a) � (k N - _ 2x10 C, , '� 16" O,C, I - 2x10 C,J, s 16 O,C. - 3 ,_ I _ r 9 GLG, HT, '3 CLG, HT, SHEET T-O,I O 0' 122`\ R-49 I SULATION R-49 INSULATION O (L A-3.1 . ( _X 11 - l 11 1 O' 6"' 3' _ 011 51 011 1 m 22' - 8" DW SINK - - -- 1 Q a � O Q - � I TR u, � lt3o m 11 —\\ —UJC MASIER-BEDROOO I Z WOK 6) N i -I 2x10 GLIA ,J, 16 O,G, 2x10 C,J, 6 16 O.C. -T - - -j -- - - i 101 v R- 9 INSULATION <r - ' 0 - � O N (CANTILEVER) - J - 0 O _ l 102j 10' CLG, HT, I Q O O O m I I R-49 INSULATION I 1 1011 1221 'co I N " 9 \ m U J Q I I 1 5/8" GWE3 ON U 1 I m Q- b U 1 O I ( I 11,4 LS AND GLG, -- p 20' - O" FRONTO Cif 20' - O" �.A-3.2 28' - 8" w LL I 1- I ` I = ,� ' L 1 9 0 X 8-0 `-9 STONE ON SLAB co O HEATILATORIREVEAL RBV4236 GAS FIREPLACE, STEPS AND RAIL TO CODE 8"x8" WOOD INSTALL PE MANUFACTURERS RECOMMENDED �- w ------------------O,H,D. 1 1 AS REQ'D BY GRADE (3) I-3/4"xl-I/2" POST, TYP. INSTZ - -- -- ---- ------------- --- �- -FLU ------ -------------L-- -- OSH HDR, TIONIS SE- R G E SHEET A 2 8... _z ..._z U! I II I II I O DN I 11 I II I " I II ' 1 - 12 - 5 1/4 1 - 3 1 2 1 - 1/2 - Q 3 1 2 12 - 5 I/4 I - 121 ^ � X201 7' - 5 1/2" 12' - 6 1/2° 12' - 6 1/2' 7' - 5 1/2" 6' - 8° 6' - 1" 41 - 611 61 - 1" 6' - g" FALSE: 24, - O" O' - 0" 30, - c" co Lo FfRo 06E� 18T FLOOR FLA N 1 - N 1/4" = 1'-0" N N N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATI I ON SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUALC0NTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. - -------- -- ---------- -- S 5 f { FRAMED CHIMNEY F ILI R' w N N ROOF PITCH ROO PITCH - ----- ------- - --- - -- -- ---- �a Ln --- ----- --------- -- ---- ------ Lu ROOF PITCH ROOF PITCH !x M SONRY CHIMNEY ----- - _.-___ 4 - 33/4" 6' - 6" 19' - S3/4" 6' - 6" 4' - 33/ " .� ---- ----- ---- ---— — ----- - -- --- --- --- W r ------------ Lu r s W mix , %/ ' / / -- ' ROOF PITCH ROOF PITCH O Z LU U- MASONRY CHIMNEY O � � ii � I � 00 I I I I I j �� �-- - --- - --- ---- V� 111� I LIVING ROOM I I % ------------ - ------- -- ---- .. BELOW lu ' lU CATH CLG - RID E / - - - - - - - - - - - - - - - - - - - - - - - - - RIDGE - - -- - - - - - - - - - - - - - - - - - - - ARCHITECT: ---- - - - ----- - ------ -- --- ------ ;- - - - - - - - --I - - - - - �- j— - - - - - --1 / ,/`p,RC Hl T RID E - -------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O I I - N % -- -- ---- - ------ - - - - -- Q� BUTLF i; j h ! ( ! � Z �. ------- --- - ----- - --- � j I NOTE: DECORATIVE FRAME AND I I ! -- -- ---------- - - -- - ---- �� Q I POSTS BY 'HERITAGE ' � I I - ---- -- - O % u RESTORATIONS', p ! — ----- --- --- --- ---- -- �'� - H !13 1 'j I += I I CONTRACTOR TO PROVIDE ''� - ------- ---- -- ------------ ------ ------- — ---y- % I a- I I TEMPORARY RIDGE POST, AND - / u , , ------ -- - — -- - ----- -- - / pi REQU REED BLOCKING INSTALL OF EARN L I I FRAMES AS REQUIRED. DANIEL A. SUTLER, R.A. AND% I j 1 Q / I ---------------- --- �777 HT Hg ROOF PITCH � ROO PITCH - --- -- I � I I � -- ! I4 I I3 Lu LL 313/4" ! 6' -I 6" 19' - 10 1/4';' 1 1 9' ! 10 1 4" ' - 411 3 /4, -- Q Q N z rQ } - z O ------- - -- ------- - - ------ -- - --- - - - -- -- ! 1 ! p 141 - - --- ---- -- -O---- ---- -- - - - -- - - ---- ----OF PI O L-NLl Ilk Z O I i ROOF PITCH ROOF PITCH � ! zLLO Q � ! ,A Z W O T z O o BELOW E OF R L W -- -- - - ---- --- -------- --- --- --- ------ --- - V O - - - ------- ------ - ----- --- - --- - -- - ------- - ---------- --- - - - --- LIN --- -- - --- - EXTER O WALL j � I � I � � !G[1 � � I U � -- - - - N tL IL LL cz I ! j ! O I i i I I i I I U nl O FRAMED CHIMNEY PAGE: 1 1/4" = -O" v All 0 A�2 ,02 N N O N r THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Lo NOTES: 1, ROOF VENTILATION 1:300 OF THE INSULATED CEILING AREA UNIFORMLY DISTRIBUTED EAVE PROTECTION TO EXTEND FROM THE EDGE OF THE ROOF, 36" UP THE SLOPE BUT NOT LESS THAN 12" BEYOND THE INTERIOR FACE OF THE EXTERIOR WALL BAFFLE AS REQUIRED FOR ROOF VENTILATION R1305.1.2 ICE BARRIERS: IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMING ALONG THE EAVES CAUSING A BACKUP F WATER AS DESIGNATED IN TABLE R301.2(U, AN ICE BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, SLATE AND 'SLATE-TYPE SHINGLES, WOOD SHINGLES AND WOOD SHAKES. THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER, OR A SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES (610mm) INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. FRAMED CHIMNEY, PROVIDE CRICKET AND FLASHING AS ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL IN 12 UNITS HORIZONTAL, THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36 INCHES (914mm) MEASURED ALONG THE ROOF SLOPE FROM THE SAVE EDGE OF THE BUILDING, REQUIRED EXCEPTION: DETACHED ACCESSORY STRUCTURES NOT CONTAINING CONDITIONED FLOOR AREA. SECTION P3103 VENT TERMINALS P3103.1 ROOF EXTENSION: OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE TERMINATED NOT LESS THAN 6 INCHES (152mm) ABOVE THE ROOF OR 6 INCHES (152mm) ABOVE THE ANTICIPATED SNOW ACCUMULATION, WHICHEVER 15 GREATER, DS Ds WHERE A ROOF IS TO BE USED FOR ASSEMBLY AS A PROMENADE, OBSERVATION DECK OR SUNBATHI G DECK OR FOR SIMILAR PURPOSES, OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 1 FEET (2134mm) ABOVE THE ROOF, -- -I- -- --- ----- - - - ------ - I- P3103.2 FROST CLOSURE: WHERE THE 91,5 PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE 15 O DEG. F (-I8 DEG, C) OR LESS, VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL NOT BE LESS THAN 3 INCHES (1(omm) IN DIAMETER, ANY INCREASE IN THE SIZE OF THE VENT SHALL BE MADE NOT LESS THAN I FOOT (304.8mm) INSIDE THE THERMAL ENVELOPE OF THE BUILDING, CL D5 DS o NOTES: N { --- - -- --- ---- - SEE ../A FOR EAVE DETAIL AND FRAMING. - - - - - - G E I I ----- ---- - --- -- '� w — --------- 1 - 2x12 R.R. 'm 16" O.G, r - �= 2x12 R.R. 6 16" O.G. - I 2x12 R.R. 16" O.C. 2x12 R.R. 'm 16" O,G. -�- I I � lu> - --- I --_- } I °o Lu o o° ------------ --- - ----------- I O 911 / 1211 ii Q ell / 12" O�- If (3 a tu -- - ------- ---- --I - - -- --- ----- ----- — ---- - - u - - - -- - - --- --- --- --- - - - - ---- --,= - ----- ------ w--- I I -- -- ----X- ° 5" HALF ROUND POST Ds U I D 'GALVALUME' GUTTER. I- - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - ---- --- -_---- -- -_-_-- _ Aj DN Ds I I ❑- 5" HALF ROUND - { - -- ----- -- --- --- -- - ----- - -- - I I - - --- - f- 'GALVALUME' GUTTER. -- I- -- ---------- ---- ---- - - --- - -- ----- ---- ----I m I I � p ------------ _--_----- --— -..----- 11 ----------- I 1 1 I I-�---- - 193 -STANDING-SEAM-aZS� _ MASONRY CHIMNEY, PROVIDE ___�K_______ -__-_ -_ - - _ _ GALVALUME ROOFING, PROVIDE _ W 11- SNOW GUARDS A5 REQUIRED. 1 —11 CRICKET AND FLASHING AS I ° 19.5 SANDING SEAM AZ50 I REQUIRED -1 u I-- ------------------ --- --- -------------- ----- I •• �9 -I --- - - --- -------------- - --- -- {-(sAL 4L-ILMI= ROOFING. PROM )- ---- - I SNO DARDS AS REQUIRE�.I Lu .. -- -- - ----------------------- ------- 1 I I I I I { I 2x12 R.R. 16 O.G. - Q U= - 2x12 R.R. 'v 16" O.C. tu ---- -- -- ----------------------- ---------- -- ------------- H p z DS DS _ o----- X -- EDGY L I EDGE OF ROOF I -z - - -- -- --- I OF OOF� I � I I I I � - } II O 1 x cn LU Q j l m CRICKET --- CRICKET I I I O I _ 1 N I I I ' z ---rE MASONRY CHIMNEY, PROVIDE CRICKET AND FLASHING AS - - - - - - - - - - - - - - -��,a = �' fir ° I lluu - I .o REQUIRED - -alp_ a �0L w I i I I , _ I I � • � I I I N I I I � °� I N --fi J ARG-ITEC_T- � I ! I I° - I -- -- - -POST— -- --- - \� I N_ I i,2-1 314 x''14 ML RIDGE j 2X12 RIDGE CV P• ,' --- - --------- - ! ! 2x12 RIDGE I I I' I I I I 1 --- --- ---- ------- DS I I � I--�--------- f I i I I I I --I- � h D RIDGE) d (CONTINUOUSI 1 (CONTINUOUS VENTS I I (CONI RI E) I I I � I I - ----- ---------- - ------ - 0 0 I --- - - ----- -------- --- - -POST -- -- i , � _ u I � I I I i I I I I ;I u I, I I� - -)-- - ------- - --------- ---- � �� �u� I I I =' 0 j I T 2-R.R. --{-I-- -- --- --- ---- --��.� U ---1 I-- ---=---- -- ------— -- WASGO ' V DS - - - - - - - - - - - - - - - I - FRESH AIR' CURB - a a - - - - - - �z _ 1 0 1 �4L - ------ --- ------- -- -- ._---- @ ° Ll 0 MOUNTED SKYLIGHT -{ I fid ° >'' --- -- z- -- G'� I - ----- I- DANIEL A. SUTLER, R.A. II - - - • �- I I I I I -c� I I N N N I 2-R,R, U � ( r 19.5 �TANDING SEAM AZ50 — ---- — —— I I is I ', I E --- --- L LUME ROOFING. PROVID 2�121R,R. 16" O.G. - - - 2x12 R.R. 16" O.G. ! I I I I N rQ - - - - ----- -- - ------ -- ------- - - -- - - ---- ---- -I---- —— -- - ----- - U Q _ SNC{W GUARDS AS REQUIRED u 1 I 11 11 - - ------- -- ---- j - EDGE OF ROOF -L - - - - - -�—I - - - - -1 { UL - - - - - - - - O 9 / 12 — — Z UJ O cv f� 1 1 D j ! DS POST - 1 Q i 0 Z O o ( I II N - I-�--------------- -- Lu 11.E � I 9.5 ST I I I I i � ----- ---------- --- --- -- O 1- ° -- --------- -- I 11 SEAM lu Lu �- i I II I I II Lu - ------ -------- -- -- - ---- -- GALVAL' NG sAZ50 STANDING ROOFING. I I w z ui O 1K fL ' PRO D �- -p --- ---- z 15NOW GUARDS ,4Ju 0 (X I ; S RE. - - - - -- - --- --� - I - ---- ---------- --o- } -- -- - - o I i -- — - --- -o — --- ----- - ---- - -I I-- ---, } w Lu z w -1 iu N LL z I I o l Q p U 0 O O ------- ------ -- ------------ --------- ----- - ---- o - I - ---- -- - - (K �* -o- ------- -- -- --- - - -° I_ �, >- - -- --- --------- -LL °-I m U T a p O 0 0 - —' o N - d) LL ----- — U lug - _ - z O O i3 --------- z �N ( I I i I I � --------------- - - - - U j I - 2x12 R.R. 16" O.G. - - 2x12 R.R. 16" O.C. ��-- --------- -- ----------I-} - -- --- - -- ------ � O j i I, I I I I I '', , I ---- ---- --------- 5 HALF ROUND .. --------- GALVALUME' GUTTER, 7 O lu i �- I- - - - - - - - - - - - - -G LE- - - - - - - - - - LI _I -� Q D5 _. - -, - - - - - - - - - - - - - - - - ( D5 I DS DS I_ - I R4GE: I FRAMED CHIMNEY, PROVIDE CRICKET AND FLASHING AS REQUIRED FfRof=08EID ROOF FLAN 1 1/411 = 11-011 A-2 ,03 (07 ' N N O N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATI N SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLEOR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Lo COUNTER FLASHING BRICK OR OTHER FASTENER MASONRY ROOFING M TERIAL AND INSULATION PA-121 HEAD WALL ARE NOT SHOWN, TYPICAL / FLASHING SEALANT AT VERTICAL LEG Ix FASCIA WITH OF "Z" CLOSURE SNAP-CLAD PANEL Ix3 SHADOW BOARD SNAP-GLAD CLIP WITH _ FASTENERS r w z � GUTTER ARE A GOOD IDEA WHEN THE EAVES OV RHANG IS THIS SHALLOW / CONTINUOUS VENT STRIP / SIDING ICE 4 WATER �/ SHIELD P "Z" CLOSURE FLASHING COMPONENTS SEALANT AT VERTICAL i LEG 4 UNDER "Z" CLOSURE 3/4" TURN-UP 5/8" PLYWOOD DECKING SOI=F-IDETAIL ""ANDING SEAM HEAD WALL DETAIL 1 1/2" = V-O" 3" = I'-O" PA-151 GABLE FLASHING SNAP-GLAD PANEL SEALANT AT VERTICAL LEG OF CLOSURE SNAP-GLAD CLIP 0 SNAP-GLAD PANEL WITH FASTENERS r N SNAP-CLAD CLIP m WITH FASTENERS FIELD-FORM PANEL LEG TO I,D. OF "J" CLOSURE PA-III PITCH BREAK FLASHING w X "J" CLOSURE ►� X UJ U- SNAP-GLAD PANEL SNAP-GLAD CLIP PA-5 KEEPER - Oz WITH FASTENERS ICE 4 WATER SHIELD FRAMING 0O FLASHING (;OMPO ENTS 5/8" PLYWOOD DECK 3/4" TURN-UP SEALANT Lu SEALANT AT VERTICAL LEG 4 UNDER "Z" CLOSURE ARCHITECT: NR 5/8" PLYWOOD DECKING ICE 4 WATER SHIELD X` Z CLOSURE �CO w o 'I FLASHING COMPONENTS X20 03CJ STAND INN SEAM PITCH 5RE,1- K DETAIL - STANDING SEAM G45LE DETAIL 3" = I'-o" DANIEL A. SUTLER, R.A. 4t : rryye� Q Q O SNAP-GLAD CLIP O WITH FASTENERS N SEALANT AT VERTICAL LEG FIELD CUT, BEND z LL O )_ Q OF "Z" CLOSURE RETURN IN PANEL, 4 C/� LU C'. z m } FLASHING COMPONENTS HOOK RETURN OVER Q —; z O PA-101 RIDGE/HIP FLASHING °Z° RETAINER STRIPOQ✓_ z O 9 POP RIVET AS REQUIRED TO SNAP-CLAD PANEL z W O �. II- 3/4" TURN-UP Q =3O Q FLUSH THE LAP OF THE RIDGE/HIP FLASHING Q z tu01 C140 SNAP-CLAD CLIP (� U O O O O WITH FASTENS S O N z O (V O Q U - LL '!1 PA-116 SAVE FLASHING Q_ >L ICE 4 WATER SHIELD Z O 5/8" PLYWOOD DECKING ICE 4 WATER SHIELD O "Z" CLOSURE "Z" RETAINER STRIP -� Q SNAP-GLAD PANEL SET IN SEALANT� SEALANT AT VERTICAL LEG ' PA-5 KEEPER - PAGE: 4 UNDER "Z" CLOSURE 5/8 PLYWOOD DECKING FLASHING COMPONENTS FASCIA NAILER � �203 ,0 1 �n 0 S3T= ANDING SEAM HIPIRIDGE DETAIL STANDING BEAM EAVE DETAIL " I,-oil 10 NN 3" = 1'-O" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATI N SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. CONTINUOUS RIDGE VENT r I � i i i I I I I i .. CONTINUOUS RIDGE VENT I � 11 STANDING SEAM ROOF, STANDING SEAM ROOF, 12 12II N PROVIDE SNOW GUARDS, PROVIDE SNOW GUARDS, call gll • � i I HALF-ROUND GUTTER \ to i - HALF-ROUND GUTTERLOWE T.O. PLATE NLOWER T.O. PLATE BOARD AND BATTEN SIDING BOARD AND BATTEN SIDING 11 -11 it N _ t: - n 1x4 TRIM 1 .,�I:� , .;}' ' _ i t ~- ' rah,11"{il }'r, �:. i'•-• } ,nni r[ i.Yll �' r {,.I �,� 1_I , :.ai I .j r�', 11,3#, = 2X4 PAINTED SCREEN FRAME i' r � ray � � i=�s 1x4 TRIM ' AND PET-FRIENDLI' :,,,I. . ";. • ;:{ I � '` {' i fi•, fr=, ti3.. I • r"fr' Ih r�,ii }&Ic - y t,n J '.I i'i 1. 1..,,:{ 111 {,i �{ li, f, {I'En' �r �{ SCREENING. »r� t{ { l," {, r i .r rll r r 1Tr lr.i{,1'};?y f 3 �i i It 1 f { �r. {r,:i .t, :} 4':I � 11J l i}., k`' i1 rt �..' I�t�i' 't f- 1: n SCREENED PORCH i t 1_0 SCREENED PORCH 77777' I r}. ,s,-,�r' i ��'ii-fJ, - �f_., }•:i,z'i t 1 a r +j}I.,-� ll,i:. ;_�1S' i i}ll�. ih 7g lr�i. ,h1 .ii�F-I+# +iT .� , I i ','rl III, i .:,i F'}. L•, �'_1t : ,ll i' ,� v-`ti 'r''1 ii: f- tfrFti' i'I,{',{�' ����{I.'r I l ',` {r 1`l',"}��-� f `�r�� tr..{�t�G,'��Ir1!;+,, { Y ;i, i i r : _ t —15T LOOR_(FIN.) a# ;, . IST FLOOR d. °__4 —CI ° d • e d E GRADE _ CsRADE \ I I � d — \ I I I I a I \ I I I I I I I I I I I I I I I I I I li I I O 1/2 i P.C. FOUNDATION i 4 FOOTING P.C. FOUNDATION E FOOTING 3 1/2�� m i i i I I STONE PATIO ON N SETTING BED, i i w r _ BASEMENT i BASEMENT ct1 _ ---L,---------------------------------- V - TL — —� �/ Q 1T-- --------------------------------- L------------------------------------------- W m X --------------------------------------------------- x Lu SCRE DETAIL SIDE ELEVATION � SCREENED FORCH REAR EL. VATI0SCREENED � o z 1 II � 1�l i=Oi�C� 3/4" = 11-011 1/4" = 1 -0 1/4" = II-0° Lu �.., .: o m 811 31 - QII �II 31 - ell all �I - ell (11 �I - ell �II D G, SCREEN DOOR ARCHITECT: RCN/7-4r v" � I _ DANIEL A. SUTLER, R.A. --------------- N\ Q) SCREENED PORCH p +• U 101 CLG, HT. �' p Q ) I � U 4 24°x36° STONE N O to m A-3.1 O U LL Q t % % zO }- ju U w a N z 2x10 C.J. 's 1(o" O.C. O Luz aZ Uj O 1k 0_m QO 0 Q N z O Ql N N N wiQuO z Cj C-4 0 ccf) U � J (L U LLO >� N LL cq LL I O z di z O �- �� e PAGE: A-2 ,s7a 0 ENLARGED &CREENED PORCH FLAN 1N N 1/2" = 11-011 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATI N SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. MINIMUM FIREPLACE CLEARANCES FRAMING DIMENSIONS TO00MAUSTIBLES .,� PGt Volt Vinufar„t;w11; AMA 7 I I — 24"x24" FLUE LINER ►+ r,..•a t« t'�-:.tx~r,r-.Frn.�`rl d st,r-c:: - 16"x20" FLUE LINER "� L-------- =-----J - I I I I STUCCO WALL FINISH I _ O I I I l---------47 -------�` APPLIANCE LOCATION �,� 'a - 16"x2o" SMOKE `V 24"x24" SMOKE CHAMBER CHAMBER ,,,-�r•rr to �_.. 30" SEALED / I \ _ 48" VESTAL `� N �l V /42 (1r; .,.,,/ N DAMPER / \ DAMPER �- z CLEARANCES TO COMBUSTIBLES o di �•- p1000D MANTLE _� �Z � I I I I I I I 48 THROAT ---- ------► N SIX TILE THROAT F�';�� ! +! (2) BRICK �-H q m N ASSEMBLY :� rt t s>aC+rls ' �I'it7l J BRICK SOLDIER COURSE 04 U \ 3x3 STEEL ..tl --}-- ; ANGLE LINTEL rs+rh�td,~�.rrhy�+,tssN.aLa•.! � FIREBRICK " O STD. RED RUNNING BOND FIREBRICK O MANTEL. LEG/WALL P130JECTIONS «. �,t,t � �" � 7 BRICK SURROUND 4 HEARTH I HEARTHCC41 � TO ct MANTEL PROJECTIONS _ ,;;. Appis.irrc ...E #y�, ,, CONCRETE HEARTH N-ywatl 16" 34 1/2" V - 011 41 - 011 too�ra SLAB lU/ SECTION ELEVATION t • REINFORCEMENT 2" � I 2II MIN. SEPARATION m �t-t,7»;� � SECTION ELEVATION m � ��;'- trirtirt:tmfa'av 5 - O 0 ty e,I,i N:intil Len or ( t+ IQ W C4 f'►:�anr�rt.t '�1'at 1=t:. ;Y Ida _ - NOTE: i PROVIDE �. \ HIS FIREPLACE IS DESIGNEE) AS O RR w D ;< , % FESH AIm N 1, T r RUMFORD FIREPLACE IN ACCORDANCE �,, INTAKE PER uj WITH THE BUCKLEY RUMFORD COMPANY �: �; CODE, X z 4lazdml iron S^#ro r1 ty-.wi(r,rrt+et SPECIFICATIONS AND THE PROVISIONS OF THE NEW PORK STATE CODE. rim -� 4M i ',:S►:t•K,5�,r.,t.xi rr,:ot i.!i. na' 2. MAINTAIN CLEARANCES TO F-i-1 i'»r1 Y t 's t t>�3 COCt' - _ 2" 2" FINISHED WALL """' ` " +t-.s.t t►+b-v i' ai►:t.r,.it:,",: , COMBUSTIBLES PER CODE, c0 p FINISHED WALL 2 2 FINISHED WALL , U5 ,+t�!Zz 1 1 to 2tJ,79 ,-e::t a1's:s a",:1/l:r r r::`�:ir rt: ' MINIMUM MINIMUM CLEARANCE, Oce CLEARANCE TO TO COMBUSTIBLESMINIMUM t�tr,,an.i itth'tsy 1'r r,. N _ CLEARANCE TO � COMBUSTIBLES, � ��. COMBUSTIBLES, � m s�wt1 l.il3aTw / � \ �Q s.t:t►:+,z +t •>:,..;its .a ..+ycrt+.a it. r..:t.�i►.,;:�r::.;� - BRICK SURROUND 4 ��— FIREBRICK 1 - O 5 - oil I, - Oil .. �-I PLAN HEART ( (RUNNING BOND) - O LU - N, �� t.ltw.tl+..1.N Chia'}t"tY',�r?'•[.}ti i Ar;i, r xatnr tr r„ia51r* titi•p warty nt+";trrC(m PLAN -ARC(-IITECT: I I � ATIL_ATOIR REVEAL. fRBV423ro CCAS FI - EFLACE 40 RUMFORD FIRE LACE DETAL8 12I I RUMFORD FIREPLACE LIVING FROOM CO�,��,P 1/2" = I'-O" 1/2" = I'-O" � Lu o Q , .r ! G o�2c� f DANIEL A. BUTLER, R.A. L L J O Q) S O Lu LL O )— tu Q Q �! z M } Q zw6 W w 0 (3 Q Uzw _ � o m Lu 0 � Z O 0 � Nt t- O z ' O z ui u � � O Q IDAGE: A�2 ,0 8 0 � N O N LO ti LO THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATI N SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. k - MASONRY CHIMNEY WITH STUCCO FINISH FRAMED CHIMNEY WITH STUCCO FINISH OOF CONSTRUCTION: -2X12 R.R, o18 O,C, r� / L -5/8" ZIP SYSTEM ROOF/WALL SHEATHING -30# BUILDING FELT a STANDING SEAM AZ50 GALVAL ME ROOFING BY 'AB MARTIN', PROVIDE SNOW GUARDS AS REQUIRED. / _ r --UPPER T.O. PLATE W a LLI z La NOTE: DECORATIVE F AME AND ' >, w EXTERIOR WALL CONSTRUCTION: 4; POSTS BY 'HERITAGE z _ = RESTORATIONS', -TIMBERSTRAND 2X8 WALL STUDS, THICKNESS PER PLANS, N r LOWER T.O. PLATE -5/8" ZIP SYSTEM ROOF/WALL SHEATHING � = CONTRACTOR TO PR VIDE - - -T�I - - - I �, zr � (Y �ll �;, .�,n i',;. "����,��.ti f,` -30" BUILDING FELT TEMPORARY RIDGE POST, AND -SIDING: NATURAL HEMLOCK BOARD AND BATTEN, IXIO BOARD, IX2 BATTEN, _ Q % REQUIRED BLOCKING IN FLOOR, WALL �SECTIONS. -= _ AND CEILING FOR INSTALL OF BARN ANS , FRAMES AS REQUIRED. INSULATION PER PL AND -5/8 GYP, BD, WALL FINISH - z -- ROOM _ FLOOR CONSTRUCTION: IVIN Q -TJI FLOOR JOISTS (SIZE PER PLANS U CATH, CLG, p z \ % -OPTION: TRIFORCE OPEN JOIST, SIZE PER MANUFACTURER, - -SUBFLOOR: 3/4" ADVANTECH T4G GLUE AND SCREW WOOD -WA MBOARD-R RADIANT HEAT PANELS, SIZE AND ORIENTATION PER KOLB MECHANICAL. R STORAGE -3/4"X WIDE PLANK WOOD FLOORING AT LIVING SPACES i I I I i a a � I l r _ IST FLOOR (FIN�_ I, r,- �j , V '+_. 1_ v v_v IR-30 L INSU 'TION -- a EXCAVAT BASEME (UNFINI.SH D) 7 9-O FIN LG, �) X lu U- i - a BASEMEN�V LQ o -�! l I I IIDI III =I I J= ECTION AT LIVING ROOM I 1/4 = 11-011 N m L1! FRAMED CHIMNEY WITH 'Il STUCCO FINISH ROOF CONSTRUCTION: -2X12 RR, 1@16" O,C, ARC-LITEECT` -5/8" ZIP SYSTEM ROOF/WALL SHEATHING �1 / dal p F.RCy� '� -30" BUILDING FELT '- j, P EUT�F� -1'15 STANDING SEAM AZ50 GALV,4LUME ROOFING BY AB MARTIN', PROVIDE SNOW GUARDS AS REQUIRED. �t 03 �t UPPER_T.O. PLATE DANIEL A. SUTLER, R.A, z O I � T NOTE: DECORATIVE FRAME AND �- POSTS BY 'HERITAGE Q Q z RESTORATIONS', CONTRACTOR TO PROVIDE I I. p LOWER T.O. PLATE TEMPORARY RIDGE POST, AND REQUIRED BLOCKING IN FLOOR, WALL / R-49 INSUL TION' AND CEILING FOR INSTAL OF BARN j !U — U Q `� tI F AMESAS REQUIRED, z I lu Ul z c1 } o KIT — cH EN , FLOOR CONSTRUCTION: CATH, CLG, z <y _ _ Z 0� TJI FLOOR JOISTS (SIZE PER PLANS U _ - N O IK I� -OPTION: TRIFORCE OPEN JOIST, SIZE PER MANUFACTURER, z -SUBFLOOR: 3/4" ADVANTECH TaG GLUE AND SCREW Z ul p N -WARMBOARD-R RADIANT HEAT PANELS, 51ZE AND ORIENTATION PER KOLB MECHANICAL, -3/4"X WIDE PLANK WOOD FLOORING AT LIVING SPACES e e e I N a � O IST FLOOR (FIN.) - - ", ' GRADE - - y- °- - y- - - - - �,' v �� — �- (3) F,J, R-30 INSULATIO = - EX TED _ WALL CONSTRUCTION: � O BASEMENT TIMBERSTRAND 2X8 WALL STUDS, THICKNESS PER PLANS, O z -30� BUILSYSTEMDING NG FELROOF/WALL SHEATHING U O � 9-O FIN, CLG, O 0 0 — -511DING: NATURAL HEMLOCK BOARD AND BATTEN, IXIO BOARD, IX2 BATTEN, Q - -INSULATION PER PLANS AND SECTIONS, a _ ° - _ -5/8" GYP. BD, WALL FINISH PAGE: BASEMENT I—! IIi I co A- 3 ,00 LpSECTION ,4T LIVING ROOM2N 2 1/4" = 1'-0" N to THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATI DN SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i RIDGE PER PLANS `� RIDGE PER PLANS FRAMED CHIMNEY WITH STUCCO FINISH ��,�,\ i2l I � N -� 7 ROOF CONSTRUCTION: " -2X12 R,R, al6" O,C, 1 } j��\•p /�s�� %!:'r j -5/8 ZIP SYSTEM ROOF/WALL SHEATHING ATTIC * j -30 BUILDING FELT / -19,5" STANDING SEAM AZ50 GALVALUME ROOFING BY 'AB j`,�` �\\< MARTIN', PROVIDE SNOW GUARDS AS REQUIRED, Q 1�. 2x10 C,J, 16 O, �\. � �� �'I,r ,� a R-49 INSULATION \ U LOWER T.O, PLATE - V V ° j '/ : .''9 LOWER T.O. PLATEy-, (y u HEATILATOR REVEAL RBV4236 N (' GAS FIREPLACE, INSTALL PER - v -- MANUFACTURERS RECOMMENDED -- FLOOR CONSTRUCTION: - BA.TH-R__Q011-� BEDROOM,''3 11' z INSTRUCTIONS, z -- Q u s -TJI FLOOR JOISTS (SIZE PER PLANS O p FAMILY ROOM 10'-0" CLG. HT, 10'-0" CLC/ HT, FLOOR CONSTRUCTION: -OPTION: TRIFORCE OPEN JOIST, SIZE PER 4 _ 4 CATH, CLG, _ I MANUFACTURER. TJI FLOOR JOISTS (SIZE PER PLANS, I z -OPTION: TRIFORCE OPEN JOIST, SIZE PER MANUFACTURER, `� `� \ - - RUMFORD MASONRY WOOD / -SUBFLOOR: 3/4 ADVANTECH T4G GLUE AND SCREW _ T� -WARMBOARD-R RADIANT HEAT PANELS, SIZE AND _.'- = p p _ -SUBFLOOR: 3/4" ADVANTECH T¢G GLUE AND SCREW O BURNING FIREPLACE TO CODE. / ORIENTATION PER KOLB MECHANICAL. / V -WARMBOARD-R RADIANT HEAT PANELS, SIZE AND ORIENTATION PER KOLB MECHANICAL, PROVIDE FRESH AIR INTAKE N SETTING BED, 11-1/6" TJI 230 16 O,C. �, -314"X WIDE PLANK WOOD FLOORING AT LIVING SPACES i - O E TILE i (BOTTOM FLUSH) - - Li r 14 TJI 3(00 ] (Oil 16 O,C, OP \ D FOR STONEB R p p -� 14 TJI 360 16 O,G, 16T FLOOF2 (FIN.) - SETTING BED AREAS IST FLOOR--_-- - (FIS WWR - -- R-30 INSULATION - - - - - GTRAIDE GRADE / I R-30 INSULATION I - — - jr • `� \� - (3) 1-3/4" x II-1/8" ML GIRDER _ (3) 1-3/4" x II-1/8" ML GIRDER ° \ WALL CONSTRUCTION: 1 1 EXCAVATED -TIMBERSTRAND 2X8 WALL STUDS, THICKNESS PER PLANS, -- ° ( - INTEGRAL P.C. _ -5/8" ZIP SYSTEM ROOF/WALL SHEATHING _ INTEGRAL P.C, PIER BASEMENT EXCAVATED a PIER BEYOND -30# BUILDING FELT �UNFINISHED� B4SEMENI -SIDING: NATURAL HEMLOCK BOARD AND BATTEN, IXIO BOARE, IX2 BATTEN, �UNFJNISHED) a — I—HR SELF CLOSING 1 r 4" P.C, SLAB (3500 PSI) ON _ —INSULATION PER PLANS AND SECTIONS, ° ° 4" P,C, SLAB (3500 PSI) ON INSULATED DOOR 4 MIL VAPOR BARRIER ON _ —5/8" GYP, BD, WALL FINISH _ ctl 2" (2' IN FROM PERIM,) RIGID I o 4 MIL VAPOR BARRIER ON 2 RIGID INSULATION BOARD ON - INSULATION BO D ON - r - p 4 COMPACTS POUROUS FILL W BASEMENT - p 4 COMPACTED�OUROUS FILL _ 1 R� - c� BASEMENT r `SECTION AT BEDROOM #3 I SECTION AT FAMILY ROOM ,w� 2 oz �- v4 = 1 -0 1/4 = 1 -o om0 goo✓�'' z N d FRAMED CHIMNE WITH STUCCO INISH RIDGE PER PLANS RIDGE PER PLANS MASONRY CHIMNEY WITH - \ Lu STUC:GO FINISH � � WASCO SKYLIGHT ARCHITECT: T,O, 2ND FL, PLATE !'�, =\ REQ q RC ROOF CONSTRUCTION: A' e �T��� -2X12 R,R, 616" O,C, p�C� -5/8" ZIP SYSTEM ROOF/WALL SHEATHING a -300 BUILDING FELT UPPER T.O. LATE_ A�1G -19 5" STANDING SEAM AZ50 GALVALUME ROOFING BY 'AB MARTIN', PROVIDE SNOW � \ ��'9j, 308?.6 GUARDS AS REQUIRED, - KNEE WALL - 2X10 G,J, 16" 0 C, 2X10 G.J. 16" 0,0, DANIEL A. SUTLER, R.A. LOWER T.O. PLATE_ _ LOWER T.O. LATE'01 _ - - / WALL CONSTRUCTION: (3) 2"xl0° HDR, GLAD TO FLUSH HDR, / -TIMBERSTRAND 2X8 WALL STUDS, THICKNESS 1 Q Q PER PLANS, -► MATCH SIDING N \ -5/8" ZIP SYSTEM ROOF/WALL SHEATHING 4 STL, COLUMN ON -30* BUILDING FELT H 30°x30"x12" P,G, FTG, -SIDING: NATURAL HEMLOCK BOARD AND O BATTEN, IXIO BOARD, IX2 BATTEN, G SEN'' D - R H O tEF;E 2 GAR_GARAG `\ -INSULATION PER PLANS AND SECTIONS, 101 CUG, HT - ( U I L Q S) O l _ 0 8 XS WOOD A� Cs I p p p cv p Z U l -5/8 GYP. , WA FINISH 5/8 GWB ON P BD LL cv J STONE ON SETTING BED - POST dRC-1 9-O x8-O -- - z �` WALLS AND CLS. Q ' O,H,D, : - SLAB N GRADE G, SLAB 5 I OVER iUNEXCA ATED) OR -- ' P L B (3, 00 PS) 6 MIL, POLYETHYLENE VAPOR BARRIER COMPACTED FILL Z o p p LLl I p IST FLOOR (FIN,) - 6x6 10/10 W.W.M. ON POUROUS FILL -� 16T FLOOR - -- - - --- � PITCH TO O,H,D. O ® GRADE_ _ VIII —III III— GRADE_ 1 ° ° II ° R-30 INSULATION �- — .. _ - w c'4 _—III=i II—IIIIII—III _ _ ,n O cj) LL LL BASEMENT I I_ - - `� BAS=HENT — FAQ : -III ! I ! III III—III IT H— III III III I —III III III III III—I I I 3 1,4" _ -O" /Y" _ -O" co Q co ® 00 3 ,0N N O N N N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATI N SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. cl 47 fla 0 MASONRY CHIMNEY WITH RIDGE PER PLANS STUCCO FINISH ly Q -A T,O. 2ND F:L, PLATE T.0, 2NDFL, PLATE n ATTIC ATTIC UPPER T,O, PLATE UPPER T.O. PLATE � z ROOF CONSTRUCTION: _J 2XI0 C'J' Iro" O.c. -2XI2 R.R, ial(o" O.C. 2xI0 G.J. I6" 0,0, R-413 INSULATION -5/83" ZIP SYSTEM ROOF/WALL SHEATHING R-49 INSULATION -300 BUILDING FELT N� LOWER T.O. PLATE -113,5" STANDING SEAM AZ50 GALVALUME LOWEfR T.O. PLATE ROOFING BY 'AB MARTIN', PROVVE 3-2XIO FLUSH HDR. SNOW GUARDS AS REQUIRED, FLUSH r�41 - HDR, FLOOR CONSTRUCTION: z FLOOR CONSTRUCTION: z MASTER BEDROOM -TJI FLOOR JOISTS (SIZE PER PLANS MASTER W,I.C. MASTER BATH C) _7r -TJI FLOOR J015T6 (SIZE PER PLANS -OPTION: TRIFORGE OPEN JOIST, 51ZE PER MANUFACTURER. -OPTION- TRIFORCE OPEN JOIST, SIZE PER -,5UBFLOOR.- 3 A MANUFACTURER,10' CLC, HT. 14" ADVANTECH TSG GLUE AND SCREW 10' CLC, HT, - 10' CLG, HT, z 0 WARMBOARD-IR RADIANT HEAT PANELS, SIZE AND ORIENTATION PER KOLB -,5UBFLOOR: 3/4" ADVANTECH TiG GLUE AND MECHANICAL, SCREW SII U' F-- 14 TJI 360 a I(o" O,C, -WARMBOARD-R RADIANT HEAT PANELS, SIZE AND -3/4"X WIDE PLANK WOOD FLOORING AT LIVING SPACES ORIENTATION PER KOLB MECHANICAL, -TILEON SETTING BED, 11-1/6" TJI 230 Q 1(o" 0, 16T FLOOR (FIN.) r() 167' FLOOR (FIN.) 0 Jr v V VVti GRADE I 7H GfRAIDE t--! IR-30 INSULATION 04 Tl R-30 INSULATION t- 1-3/4" x 11-1/a" (3) 1-314" x 11-7/5" — I N_� WALL CONSTRUCTION: ML GIRDER I ML GIRDER _TIMBER6TRAND 2X8 WALL STUDS, THICKNESS EX-C-A-VATED 1 WALL EXCAVATED PER PLANS, CONSTRUCTION: SEt-IENT INTEGRAL P.C. BASEMENT IBERSTRAND 2X0 WALL 6TUD6, THICKNESS PER PLANS, BA ZIP SYSTEM ROOF/WALL SHEATHING PIER BEYOND (UNFiNi5j4Eo_) -5/0" ZIP SYSTEM ROOF/WALL SHEATHING (UNRINI$-RED) BUILDING FELT -30# BUILDING FELT 4" 5%, COL. ON A SIDING. NATURAL HEMLOCK BOARD AND 0 T_ 4" 6%, COL, ON -SIDING: NATURAL HEMLOCK �EGRTIONS,D BATTEN. IXIO BOARD, IX2 ATTEN. 3(0" X3(0" x 15" BATTEN. IXIO BOARD, IX2 BATTEN,3(0" X3(0" x 15" DEEP P.C:, FTG, -44" P,C, 6 45 (3500 P61) ON INSULATIONPERPLANS AN[) 4" P,C, SLAB (3500 F61) ON -INSULATION PER PLANS AND SECTIONS, DEEP P.C. FTG, 4 MIL VAPOR BARRIER ON -5/83" GYP. 5D. WALL FINISH 4 MIL VAPOR BARRIER ON GYP, 5D, WALL FINISH O 111 co 2" RIGID INSULATION BOARD ON I I 2" RIGID INSULATION BOARD ON 4" COMPACTED POUROU6 FILL BASEMENT &- 4" COMPACTED POUROU5 FILL BASEMENT d) la I E�l F� H F—� la _a 1=1 F� I 1=1 I �=1 I- 11 7 1 1 1-1 1 1-1 1 ___1 ! 1 11 Ill ii ' fu 5ECTION AT MA&TER BEIDROPM &ECTION AT M,46TER BATH 1/411 = 11-011 11411 = It-011 ARCHITECT: QST ERE C, � 003 0826 /vc DANIEL A. BUTLER, R.4, o Lu ILL. Ju uj Q ZtSl > z Lo z c) 04 CIA (3 0 14) 0 0 ILL =3 d) ILL LL 6 0 PAGE: co 1p O A- 3 ,02 N Q (o THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATIN SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS�PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTMISLIAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. MAIN HOUSE - WINDOW SCHEDULE MAIN HOUSE - DOOR SCHEDULE HEAD DOOR DOOR NO. LEVEL WINDOW TYPE WIDTH HEIGHT NEIGHT REMARKS NO. LEVEL TYPE WIDTH HEIGHT THICKNESS � REMARKS , 101 IST FLOOR (FIN.) 6'-O" 41-6" 81 - O" DOUBLE CASEMENT 001 BASEMENT E 3'-6" 1'-0" 13/4', 1-HR SELF CLOSING INSULATED, 1 HR, RATED 102 1ST FLOOR (FIN.) 9'-O" 6'-0" 8 - O" CASEMENT FIXED CASEMENT, EGRESS 002 BASEMENT E 3'-O" 1 3/4" 1-HR SELF CLOSING INSULATED, 1 HR. RATED 103 IST FLOOR (FIN.) 31-0" 6'-O" 81 - O" CASEMENT 100 1ST FLOOR (FIN.) A 9'-0" 8'-0° PER MANUF. CxARACxE INSULATED B B 104 IST FLOOR (FIN.) 31-0" 6'-O" 8' - Ol' CASEMENT 101 1ST FLOOR (FIN.) A 9'-O" 81-011 PER MANUF, GARAGE INSULATED ` 105 1ST FLOOR (FIN.) 2'-0" 6'-0" 8' - O" CASEMENT 102 IST FLOOR (FIN.) B 3'-6" 8'-0" 2-1/4" SOLID DOOR W/ BOARD 4 BATTEN, W/ (2) 21-0" SIDELITES (FROSTED GLASS) ` 106 IST FLOOR (FIN.) 2'-0" 6'-0" 8' - O" CASEMENT 103 IST FLOOR (FIN.) D 3'-011 8'-O" PER MANUF. FRENCH DOOR A 101 IST FLOOR (FIN.) 3'-0" 6'-0" 8' - O" CASEMENT 104 IST FLOOR (FIN.) C 61-0" 8'-O" PER MANUF. INSWING RH ACTIVE 108 IST FLOOR (FIN.) 31-0" 6'-0" at - O" CASEMENT 105 IST FLOOR (FIN.) C 6'-0" 81-0" PER MANUF, INSWING LH ACTIVE 109 16T FLOOR (FIN,) 3'-0" 6'-O" 8' - oil CASEMENT 106 IST FLOOR (FIN.) C 61-0" 8'-O" PER MANUF. INSWING LH ACTIVE 110 IST FLOOR (FIN,) 3'-0" 6'-011 SI - 011 CASEMENT 101 IST FLOOR (FIN.) E31 3140" 81-0" PER MANUF. FRENCH DOOR 111 IST FLOOR (FIN.) 61-0" 6'-O" 8' - O" DOUBLE CASEMENT 108 IST FLOOR (FIN.) F 5'-O" 8'-O" 2-1/4" (2) 21-611 x 8'-O" 112 IST FLOOR (FIN.) 61-0" 6'-Ol' 8' - O" DOUBLE CASEMENT 109 IST FLOOR (FIN,) G41-011 a,-Oil 2-1/4" SLIDING POCKET 11 1 �� 1 11 1 11 1 �� �� _ r --{ 116.0 [4 9/16"] f—� 113 IST FLOOR (FIN.) 31-0 61-011 8 - O CASEMENT 110 1ST FLOOR (FIN.) E 3-0 S-011 2-1/4" 114 IST FLOOR (FIN.) 3-0 61-OII 8f il - O CASEMENT III 15T FLOOR (FIN.) E 3-0 81.011 1 3/4 1-HR SELF CLOSING INSULATED 28.5 [1 1/8"] 115 IST FLOOR (FIN.) 3-0 6-O 8 - O CASEMENT 112 IST FLOOR (FIN,) E 2-8 8-O 2-1/4" W fl, �� z R 116 IST FLOOR (FIN.) 3-01 6-OI 8 - O CASEMENT 113 IST FLOOR (FIN.) E 21-all II 81-011 2-1/411 6 q 82.7 [3 1/�4"] 52.0 2 1/16' [ ] 111 1ST FLOOR IFIN,) 2-O 4-6 8 - O CASEMENT 114 1ST FLOOR IFIN.) F 4-O 8-O 2-1/411 l2) 21-011 x 8-O 118 IST FLOOR (FIN.) 21-0 41-611 $$ - oil CASEMENT 115 IST FLOOR (FIN.) F 4-O a,-oil 2-1/4 (2) 2-O x 8-0 119 IST FLOOR (FIN,) 6'-0" 61-011 at - oil DOUBLE CASEMENT 116 15T FLOOR (FIN.) E 2'-8" 81-0" 2-1/4" 120 IST FLOOR (FIN.) 91-0" 61-011 8' - O" DOUBLE CASEMENT III 15T FLOOR (FIN.) E 21-8" 81-011 2-1/4" 19.0 [3/4"] --{ �-- Q 121 IST FLOOR (FIN,) 3'-Ol' 6'-011 S' - O" DOUBLE CASEMENT 118 IST FLOOR (FIN.) E 21-811 81-011 2_1/4" Lu NQ 122 IST FLOOR (FIN.) 3'-0" 41-611 8' - O" CASEMENT 119 IST FLOOR (FIN.) E 21-611 8'-O'1 2-1/4" H Q z J U-1 G O 123 IST FLOOR (FIN.) 2'-6" 21-611 14' - 211 FIXED 120 IST FLOOR (FIN.) H 3'-O" 8'-O" 2-1/4" CASED OPENING < m 0 124 IST FLOOR (FIN.) 21-6" 21-6" 14' - 2" FIXED 121 IST FLOOR (FIN.) E 21-611 8'-O" 2-1/4" > 46.3 [1 13/16"] N 125 IST FLOOR (FIN,) 2'-6" 2'-6" 141 - 211 FIXED 122 IST FLOOR (FIN.) F 41-0" 8'-O" 2-1/4" (2) 2'-0" x 8'-0" 126 IST FLOOR (FIN,) 21-611 21-611 14' - 211 FIXED 124 IST FLOOR (FIN.) E 21-811 81-011 2-1/4" 121 IST FLOOR (FIN.) 21-611 2'-611 141 - 211 FIXED 125 IST FLOOR (FIN.) E 21-81' 81-0'1 2-1/4" 128 IST FLOOR (FIN.) 21-611 21-611 141 - 21' FIXED 126 1ST FLOOR (FIN.) E 21-611 8'-O" 2-1/4" 129 IST FLOOR (FIN.) 21-6" 21.611 14' - 2" FIXED 121 IST FLOOR (FIN.) G 4'-0" 8'-O" 2-1/411 SLIDING POCKET 52.0 [2 1/1b ] - \ I " I II I II I II II 82.8 [3 1/f] 130 IST FLOOR (FIN.) 2-6 21-611 141 - 2 FIXED 128 IST FLOOR (FIN,) E 31-411 8-O 2-1/4 HIDDEN DOOR: TOUCH LATCH: SOSS HINGES _ 38.0 [1 1/2"] 131 IST FLOOR (FIN.) 2'_6" 21-611 141 - 211 FIXED 132 LOWER T.O. PLATE 4'-O" 4'-O" CURB MOUNTED 'FRESH AIR' SKYLIGHT BY WASCO NOTES: . 1, ALL WINDOWS TO BE LEPAGE MILLWORK, 'XL WOOD', RED GRAND16 FRAME, SASH: PUTTY GLAZE EXTERIOR. COLONIAL GRILL c() INTERIOR, EXTERIOR 'FIRST COAT' IN BLACK. INTERIOR FINISH T.D,B, BY OWNER, a"� O 2. EXTERIOR CASING: TO BE 5/4" X 4" BY HARDIE BOARD, INTERIOR CASING BY OTHERS WITH 1 3/4" HISTORIC SILL NOSE. SILL HORNS TO FINISH FLUSH WITH EXTERIOR CASING, r 28.5 [1 1/8"] 28 5 [1 1/8"] DOOR I YP 3, GLAZING TYPE: 3/4" DOUBLE GLAZE CLEAR SIMULATED DIVIDED WITH BLACK SPACER BARS. PROVIDE LOW-E 212, TEMPERED AS REQUIRED BY CODE, � (y_ 4, WINDOW SCREENS: PROVIDE WOOD SCREEN SURROUND ON ALL OPERABLE UNITS. FINISH BY OWNER, HUNG TO FRAME. FULL Fsl b SCREENS WITH CROSSBAR AT DOUBLE HUNGS, SCREEN COLOR TO BE BLACK ALUMINUM. W 0) X A B BI C D E F G H 5, DOOR HARDWARE: TYPE AND FINISH TO BE SELECTED BY OWNER. 11— D -q Lu 116.0 [4 9/16"] � h— ❑� ` i 6, ALL INTERIOR DOOR/WINDOW TRIM, FINISHES , AND COLOR TO BE SELECTED BY OWNER. �--I X Z 1-9.0 3/4"] �❑ ❑ d >Q . � WINDOW PERFORMANCE DATA: ` \v 1. FOR THE MOST CURRENT PERFORMANCE DATA SEE LEPAGEMILLWORK, THERMA-TRU AND UPSTATE DOOR CO, O 3: Q 8, ALL WINDOWS AND DOORS MUST MEET DP 30 (140 MPH) TESTING: CRITERIA. 11-1 cu 52.0 52.0 1 ` ,' 1_4 �- ti i �� S. WINDOWS AND DOORS MUST MEET OR EXCEED U-FACTOR OF 0,55, �12 1/115 10. ALL GLAZED FENESTRATION MUST MEET SHGC MAX = ,40, PROVIDED SHGC = ,21 0 ` __ 11. FOLLOW LEPAGE INSTALLATION GUIDELINES FOR STAINLESS STEEL JAMB CLIPS FOR HIGH WIND INSTALLATION.82.7 82.7 m [3 1/4"1 VISIBLE GLASS I3 1/4"l SINGLE 12, WALL OPENING (WINDOWS AND DOORS) PROTECTION (WIND DEBRIS PROTECTION 140 MPH) SHALL BE PROVIDED WITH WOOD GARAGE DOOR SINGLE SOID D00R SINGLE DOUBLE FRENCH SINGLE F ENCH DOUBLE SUING SINGLE POCKET CASED STRUCTURAL PANELS TO CODE, lly/ SIDELITES SOLID DOOR GLASS DOOR GLASS DOOR SWING DOOR DOOR OPENING 13. CONTRACTOR TO VERIFY ALL EXISTING WINDOW AND DOOR OPENINGS PRIOR TO WINDOW AND DOOR SHOP APPROVAL, FRAME SIZE DOOR Lu 14, WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312,11 AND R312,212 i- 15, PROVIDE EXTENSION JAMBS AS REQUIRED FOR WALL THICKNESS, L AC — JAM �A I S `�'�IN O W T� RR310,1,1 MINIMUM OPENING AREA. ARCHITECT:EP 5 D L ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5,1 SQUARE FEET (0.530 M2), O F�CH/r 2 3" A B C EXCEPTION: BUT�F� GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET (0.465 M2). z � Q RR310.1,2 MINIMUM OPENING HEIGHT. THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES (610 MM), .i RR310.1,3 MINIMUM OPENING WIDTH, THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES (508 MM), * p3o$2`O� `STA RR310,1TE pF.4 OPERATIONAL CONSTRAINTS. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE ��....�.._.f INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. CASEMENT DOUBLE FIXED DANIEL A. SUTLER, R.A. CASEMENT Q � Q J O Lu tSl U LL O � Q z ut _Q ra N Z � O Ln Wu p� z 1� Ld � Q LU U U O O z � _ •: m N Lu z O O � N vi � � (K N r ll._ ' O Z 0 0 ui O Q PACE: 1 0 A-4 ,00 LO N N O N ti r THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATI N SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. • I f �I�+ /�J� III THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE WOOD GENERAL NOTES: (TABLE 3.10 WFCM HIGH WIND EDITION) ' 140 M iL PER WOUR ZONE - NAILING�4G SCHEDUL FRAME CONSTRUCTION MANUAL, HIGH WIND EDITION (WFCM)PUBLISHED BY THE AMERICAN FOREST AND I. All work shall be performed In accrdance with all state,municipal, local ROOF SHEATHING ATTACHMENT REOUIREMEMTS FOR WIND LOADS PAPER ASSOCIATION, (2015) zoning and building codes and ordl ncss having Jurisdiction and best (TABLE 3 1, WFCM HIGH WIND EDITION) NON-STRUCTURAL ELEMENTS ARE BASED UPON 2015 IRC WITH 2016 UNIFORM CODE SUPPLIMENT standards of construction practice, (140 MPH 3-6ECOND GUST = 120 MPH FASTEST-MILE WIND SPEED [PER TABLE R301 2(d)A PUBLISHED BY NEW YORK STATE. The American Institute or Architects onditions shall apply to all workTRUCTURAL SHEATHING O MAXIMUM NAIL SPACING FOR FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(1) ON COVER SHEET, performed on this project. SHEATHING LOCATION STUD SPACING PANEL SIDING ad COMMON NAILS JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR N2 OR BETTER WIND LIMITATIONS-SECTION R301,11 2. The Contractor shall verify all conditions at the site. Any discrepancies (SEE NOTE I) (INCHES, O,C,) (SEE NOTE 3) (INCHES O.C,) DESIGN CRITERIA-SECTION 8301.2.1.1 (SEE TABLE 8301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION must be brought to the attention of he Engineer prior to commencement of ' ROOF FRAMING FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) construction. The Contractor shall be responsible For corrections not 4' PERIMETER EDGE ZONE16 E 6 DEAD LOAD-SECTION 8301.4 reported once he has started work Jxcept for hidden Job conditions. F 6 RAFTER TO TOP PLATE (TOE-NAILED) 4-Sd PER RA TER LIVE LOAD-SECTION R301.5 3. Contractor shall guarantee to the Owner that all materials and equipment E 6 SMOKE INDEX R302.9 Incorporated In the work will be new, and that all work will be of good INTERIOR ZONE 16 CEILING JOIST TO TOP PLATE (TOE-NAILED) 4-Sd PER JOIST FLAME SPREAD INDEX R302.10 quality,free from faults and defects for a period of one year from the date F 12 (SEE NOTE 2) CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) S-1 6d EACH LAP FIRE BLOCKING 8302.11 of the Final Certificate of Occupant . { CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) S-I(od EACH LIAPFIRE BLOCKING MATERIAL 8302.11.1 4, The Engineer shall not be responsible For the construction means, methods, E 4 GABLE ENDWALL RAKE AND RAKE TRUSS FIRE PROTECTION OF FLOORS 8302.1.3 techniques, sequences or procedure , or for the safety precautions and F 4 COLLAR TIE TO RAFTER (FACE-NAILED) 6-Sd PER IE LIGHT AND VENTILATION-SECTION R303 programs in connection with the work and he shall not be responsible For the MINIMUM ROOM AREAS-SECTION 8304 contractors failure to carry out the w rk in accordance with the construction E = NAIL SPACING AT PANEL EDGES (IN,) BLOCKING TO RAFTER (TOE-NAILED) 2-Sd EACH IND CEILING HEIGHT-SECTION R305 documents. The Engineer shall not be responsible for the acts or omissions by F ' NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN,) RIM BOARD TO RAFTER (END-NAILED) 2-i6d EACH END SANITATION-SECTION R306 the the contractor, desl No charges shall be red without the ex ads resseiwritten consent the documents and/or d/or the the Engineer. i. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH TOILET BATH AND SHOWER SPACES-SECTION R301 g g WALL FRAMING GLAZING-SECTION 8308 5. The contractor and all subcontract rs shall maintain continuous Insurance SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED, Simpson Strong-Tie TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d (SEE NOTE I) PERF OT GARAGES AND CARPORTS-SECTION R309 coverage including statutory policie (Worker Compensation, etc.)and 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MT630G OR GS16 1 1/4" EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R310 general liability In an mount not less t at $5 million and automobile liability and TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d JOINTS - EACH SIDE EXITS-SECTION R311 damage coverage not less than$2 mil ion. The Engineer shall be a named MEMBERS WITH G)0,413, FOR FRAMING MEMBERS WITH 0.42<G«49, THE NAIL SPACINGS SHALL BE COILED STRAP r Insured on a and all olicies, REDUCED TO 6 INCHES O.G. AT EACH ROOF RAFTER STUD TO STUD (FACE-NAILED) 2-16d 24" O C. STAIRWAYS-SECTION 8311.5 p HANDRAILS-SECTION R311,5.6 6. Provide copper termite shields over fibrous insulation at all perimeter o USE 8-16d NAILS AT HEADER TO HEADER (FACE-NAILED) i6d 16" O,G, ALONG EDGES GUARDS-SECTION R312 sills, 3, TABULATED 6 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH G)0.413, FOR FRAMING MEMBERS WITH 0,42<G<0:4�} THE NAIL SPACINGS SHALL BE EACH END N SMOKE ALARMS-SECTION R313 1, All wood In contact with concrete or masorwy to be Wolmanized or pressure REDUCED TO 4 INCHES O.C. . v; 2-i6d PER 2x4 STUD FOAM PLASTIGSECTION 8314 L+ ��� TO �OO� � A }�t�� TOP OR BOTTOM PLATE: TO STUD (END-NAILED) creosoted. 4. TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING �J I AF I 3-i6d PER 2x6 STUD FLAME SPREAD AND SMOKE-SECTION 8315 8.A single station smoke detector a arm device shall be installed in each _ bedroom, on all floors and shall be all interconnected per code. MEMBERS WITH G>0,413, FOR FRAMING MEMBERS WITH 0,42<G<0-.4°r, THE NAIL SPACINGS SHALL BE CONNECTION 4-i6d PER 2x8 STUD INSULATION-SECTION 8316 I � DWELLING UNIT SEPARATION-SECTION R311 9. All bathrooms without operable wiridows to be mechanically ventilated as REDUCED TO 3 INCHES O,C, N BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKING 2-16d (SEE NOTE 1,2) PERF OT MOISTURE VAPOR RETARDERS-SECTION R316 per New York State Code. (FACE-NAILED) PROTECTION AGAINST DECAY-SECTION RNS 10. Heating to be designed to provide 10 degrees F. with outdoor Simpson Strong-Tie FLOOR FRAMING PROTECTION AGAINST TERMITES-SECTION R320 designed air-temperature of 0 degrees F. and 15 MPH wind. C516 11/4"COILED STRAP - JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d PER JOIST SITE ADDRESS-SECTION R321 11, All electrical work to be in actor arcs to the rules and regulations of the 16" O.C, USE 4-8d NAILS ACCESSIBILITY-SECTION R322 N.Y,B.F.U, and a N.Y.B.F.U. certificateis to be presented to the Owner at the completion or the ob. AT EACH STUD WRAP BRIDGING TO JOIST (TOLE-NAILED) 2-Sd EACH ND ELEVATORS AND PLATFORM LIFTS 8323 p J 4 FLOOD RESISTANT CONSTRUCTION-SECTION R324 12. Plumbing Installation to comply with State and Local codes and the sewage UNDER SILL PLATE BLOCKING TO JOIST (TOE-NAILED) 2-Sd EACH ND FOUNDATIONS-CHAPTER 4 disposal systsm to meet Health Dspa tment standards. MIN OVERLAP IS 12" BLOCKING TO SILL OR 'TOP PLATE (TOE NAILED) 3-16d EACH B OCK DESIGN BASED UPON PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL AT 13. Do riot scale drawings. Use Figure dimensions only. NOTE: 3000 POUNDS PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL MATERIALS 14. All work to coriorm to the rules aid regulations of the New York Ensrgy STRAPS MAY BE o LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST Conservation Construction Code. Allazed area to be double lazed and ° ° ° ° PLACED EITHER ARE FOUND UPON EXCAVATION, OR TEST HOLE, FOR ALTERNATIVE FOOTING AND FOUNDATION WALL 9 g 0 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-Sd PER J IST DESIGN. all exterior doors to have Insulated ores. 00 UNDER OR OVER m z ri FOUNDATION NOTES: 15. The Insulation protection as Indicated on these plans exceeds the Code's ° ° ° ° ° SHEATHING BAND JOIST TO JOIST (END-NAILED) 3-16d PER JOIST 5/8" ANCHOR BOLTS (SSTB 28) SEE CHART ON THIS SHEET FOR SPACING minimum standards, ° ° 0 - n � N 8" POURED CONCRETE FOUNDATION WALL, 8'0" HIGH, 3000' TEST 16. These drawings and specification are instruments of service and shall ° ° ° ° °0 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d (SEE NOTE U PER OT MINIMUM DEPTH-SECTION 403.1,4,48" MINIMUM COVERAGE TO TOP OF FOOTING remain the propsrty of the Engineer hether the project for which thsy are ° ° , aoo ROOF SHEATHING 16" X 8" POURED CONCRETE WALL FOOTINGS, 3000" TEST made Is executed or riot. They may t be used on any other project except ° ° , ° SEE TABLE 3,11 2-1 3/4" X 11 1/8" MICROLAM GIRDER(OR 3 1/2" X 111/8" POWER BEAM) by written authorization of the Engl er. ° ° o , STRUCTURAL PANELS Sd 4" POURED CONCRETE FLOOR SLAB WITH(oX6X"10 MESH AND VAPOR BARRIER 11, The sn�ginser has not been retained for site supervision, on-site qo ° ° ° ° ° � �• THIS S EET inspections and certifications as re fired or requested lo the owner, ° DIAGONAL BOARD SHEATHING DAMP PROOFING AT EXTERIOR FOUNDATION BELOW GRADE-SECTION 8406 p � qu y ° , \, �; `.J �•c� 2-Sd 30" X 30" X 12" DEEP POURED CONCRETE COLUMN FOOTINGS, 3000"TEST contractor or local building department. m 1"x6" OR I"x8'� PER SUP ORT DECK AND PORCH FOOTINGS AS NOTED, 3000" TEST,48" MINIMUM BURIED DEPTH UPLIFT- CONTINUOUS PATH CONNECTORS ° ° " 3-Sd PER SUP ORT FOUNDATION WALL TO EXTEND A MINIMUM OF 8" ABOVE FINISHED GRADE USE SIMPSON STRONG-TIE CONNECTORS 1 x10 OR WIDER � ° ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL FOLLOW PRODUCT SELECTION GUI AND INSTALLATION MANUAL FOR HIGH CEILING SHEATHING NO FOOTING SHALL BE SET HIGHER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING WIND RESISTANT CONSTRUCTION CATALOG GHW02 ° ° " " POUR NO CONCRETE ON FROZEN GROUND OR IN FREEZING WEATHER ° ° GYPSUM WALLBOARD 5d COOLERS T EDGE / I � FIELD O � PROVIDE 3 1/2" STEEL LALLY COLUMNS ANCHOR BOLTS IN FOUNDATION U6E- ° ° r WALL SHEATHING BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND 66T528 WITH BEARING PLATE,SEE OUNDATION NOTES FOR SPACING 00 ° ° IYl Simpson Strong-Tie w m }- X SEE TAKE 3,11 HAS BEEN ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT 00 CSI6 1 1/4" COILED STRAP - �Q 3 X SILL PLATE TO RIM JOfS U _. o a I 16" O,G, USE 4-8d NAILS N•'� X U! U_ STRUCTURAL PANELS ad DAMAGE BY THE BACKFILL (SECTION 8404.1.1) T S- z THIS S EET FIREBOARD PANELS FLOORS-WFCM PRESCRIPTIVE METHOD �Ta 16" O,C. AT EXTERIOR PERIM TER AND GARAGE/HOUSE COMMON 0 0 AT EACH STUD Q „ FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE 3.1 WFCM HIGH WIND EDITION L+ Il„�� ����� �O 6d 3 EDGE / 6 FIELD DRAFTSTOPPING-SECTION R502.12 USE 4 8d NAILS AT EACH E'•'D 5 00 MIN OVERLAP IS 21 25/32" ad 3" EDGE / 6 FIELD FIREBLOCKING-SECTION R502.13 FLOOR CONSTRUCTION: GARAGE STUD TO GARAGE SILL PL TE USE: RIM JOIST AND fR IM JO IST TO GYPSUM WALLBOARD 5d COOLERS '1" EDGE / I " FIELD 3/4" OSB PLYWOOD SUBFLOOR, FASTEN PER TABLE 3,1 WFCM SSP CONNECTOR AT 16 O,C. /'� /�CONNECTIONS. /� �+ - (� CIS HARDBOARD ad SEE TABLE 3.1 THIS SHT, FLOOR JOISTS:SEE FOUNDATION AND FLOOR PLANS, SPACING AS NOTED USE 4 8d NAILS AT EACH END STUD FLOOR TO FLOOR CON 1 ECT IONS O Q FASTEN PER TABLE 3.1 WFCM STUD CONNECTION. � � � PARTICLEBOARD PANELS ad SEE TABLE 3,1 THIS SHT, 2-2X6 ACQ SILL WITH COPPER TERMITE SHIELD AND SILL SEAL FINISH FLOORS PER AGREEMENT RIM JOIST TO STUD CONFECTION US : ctl DIAGONAL BOARD SHEATHING WALL CONSTRUCTION-WFCM PRESCRIPTIVE METHOD MTS 12, 16" O.C. �Q WALL FRAMING AND FINISHING SHALL BE NAILED AND OR SCREWED IN ACCORDANCE WITH USE 4 Sd NAILS AT EACH END •• I"x6" OR I"x8" 2-6d PER SUP ORT TABLE 3.1 WFCM Simpson Strong-Tie FLOOR TO FLOOR CONNECTION USE pLOCKING AT I"xl0" OR WIDER 3-8d PER SUPPORT 1X6 PINE FASCIA,WRAP CSI6 1 I/4" COILED 1/2�� SPACING BLOCKING 1--- _ OVERHANGS AS NOTED MSTA 36, 16 O.C• ALLOWS -~ ® 24 O,G, ALLOWS VINYL VENTED SOFFITS USE 4 Sd NAILS AT EACH END STRAP WIN MIN 12 FLOOR SHEATHING FOR CANTILEVER CONDITION USE M 812, 16" O.C. OVERLAP AT EACH HOLDDOWN HOLDDOWN ALUMINUM GUTTERS AND LEADERS INSTALLATION STRUCTURAL PANELS SIDINSTALLATION SIDEWALL ING:SEE ELEVATIONS USE 4 8d NAILS AT EACH END STUD ARr-PITECT: I" OR LESS ad 6" EDGE / I:!" FIELD TYVEK HOUSEWRAP I/2" OSB SHEATHING, SEE FASTENING SCHEDULE, TABLE 3.1 WFCM RAFTER TO STUD CONNECTION USE: \ p RCH GREATER THAN I" Od 6" EDGE / " FIELD 2X6 STUDS A 16" O.C.WITH 2X6 SHOE AND DOUBLE 2X6 PLATE MTS 12,EACH ROOF RAFTER ENDWALL ® ��� P BU7- DIAGONAL BOARD SHEATHING t I/2" GYPSUM WALL BOARD USE 8 i6d NAILS AT EACH END HOLDDOWN CO 5/8" TYPE X GWB IN GARAGE o 0 0 2 I"x6" OR I"x8" 2-Sd PER SUPi�ORT I/2" MR Gil IN WET AREAS RAFTER TO RIDGE TO RAFTER CON ECTION USE: (HDUS) ° CORNER STUD w r ,� I AT LEAST ONE WINDOW IN EACH SLEEPING ROOM SHALL COMPLY WITH THE EXIT REQUIREMENTS OF CS20 USE 8-Sd NAILS IN EACH END CONNECTED TO I xl0 OR WIDER 3-8d PER SUP ORT SECTION 8310 AT,EACH ROOF RAFTER ° TRANSFER SHEAR o1' ° 2-i6d COMMON * � � -�� „ NOTE DRILLING AND NOTCHING LIMITATIONS IN FIGURE Rb02.(o(l) FOR BEARING WALLS AND FIGURE $2 1, NAILING REQUIREMENTS ,48E BASED ON WALL SHEATHING NAILED 6 ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED u ON-CENTER R602.60)FOR NON-BEARING WALLS. DECK POST TO CONCRETE CONNECTION USE: of ° HOLDDOWN NAILS AT 10" O.C. S, 030 AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR FOLLOW EXTERIOR CORNER FRAMING DETAIL FIGURE R602.10.5 PBS44A FOR EACH POST-USE 14 - i6d NAILS (HDUS) ° TATE OF ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH, ROOF ASSEMBLIES- 11CM�RESCRIPTIVE METHOD 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM of SIX(6) FASTENERS PER SHINGLE (SECTION R905.6) DECK POST TO GIRDER CONNECTION USE: 2-16d COMMON CORNER STUD DANIEL A, SUTLER, R.A, 1-i(od NAIL PER FOOT, UNDERLAYMENT APPLICATION (SECTION 8905.2.1) PC44 FOR EACH POST o NAILS AT 6 II O.C. o CONNECTED TO ; TRANSFER SHEAR (TABLE 3.11 WFCM HIGH WIND EDITION) FOR ROOF SLOPES OF TWO(2) UNITS VERTICAL IN TWELVE(12)UNITS HORIZONTAL (ll-PERCENT SLOPE), UP WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS TO FOUR(4) UNITS VERTICAL IN TWELVE(12) UNITS HORIZONTAL (33-PERCENT SLOPE),UNDERLAYMENT GIRDER TO DECK JOIST CONNECT( N USE: fL4s) MPH 3-SECOND GUST 120 MPH FASTEST-MILE WIND SPEED [PER TABLE R3-I21 3) SHALL BE TWO(2) LAYERS APPLIED IN THE FOLLOWING MANNER, APPLY A 19-INCH(483 MM)STRIP OF MT-512 e EACH JOIST FLOOfR 1 t O FLOOFZ I�1`{COCTiOI�1�+ Q Q = UNDERLAYMENT FELT PARALLEL WITH AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN �} O STRUCTURAL SHEATHING MAXIMUM NAIL SPACING FOR 8 PLACE. STARTING AT THE EAVE, APPLY 36-INCH-WIDE(914 MM)SHEETS OF UNDERLAYMENT, PORCH POST TO DECK USE: �I I `/ _ SHEATHING LOCATION STUD SPACING OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM),AND FASTENED SUFFICIENTLY TO HOLD IN 2- AC4 - USE 14- i6d NAILS CAI\T I LE Y EfR CONDITION (SEE NOTE U (INCHES, O,C,) OR PANEL SIDING COMMON NAILS (SEE NOTE 3) (INCHES, O.C.) PLACE. FOR ROOF SLOPES OF FOUR(4)UNITS VERTICAL IN TWELVE(12) UNITS O PORCH POST TO GIRDER USE: 2- C4 1 3/4" MINIMUM I' ' Y f� f� WALL I �I 0 �Q 4' EDGE ZONE 16 E 6 ICE PROTECTION (SECTION R 905.2.1.1) USE 14 - i6d NAILS EDGE DISTANCE BP HOLD DOWN BRAC ET5 AT SHEAR WALL COR 1 EMV� U 11- Q F 12 (SEE NOTE 2) UNDERLAYMENT IN HIGH WIND(SECTION R 905.2.1.2) z O FLASHING(SECTION R 905.2.8) PORCH ROOF RAFTER TO GIRDER SE: 'I I III Z Lu c� INTERIOR ZONE 16 E 6 CHIMNEY'S AND FIRESPACES-CHAPTER 10 MTS 12 AT EACH ROOF 'RAFTER D WINDOW AND D 0 0fR OPENINGS (� Q , � z O F 12 ENERGY EFFICIENCY-CHAPTER II, SEE ATTACHED REPORT Simpson Strong-Tie (FLOOR TO FLOOR 4 FLOOR TO FOUNDATION; U1FCM FIC-�UR� 3.Sa � 3,Sb� � � O Z � O � � MECHANICAL-CHAPTER 12 H-2,5 CLIPS 16° O.C, ' E = NAIL SPACING AT PANEL EDGES (IN,) GENERAL MECHANICAL SYSTEMS-CHAPTER - O F = NAIL SPACING AT INTERMEDIATE SUPPORTSUSE 13-8dSd NAILS IN THE PANEL FIELD (IN.) HEATING AND COOLING EQUIPMENT-CNA Simpson Strong-Tie # 9 z0 � O Q '4 EXHAUST SYSTEMS-CHAPTER 15 AT EACH STUD U210 2X6 '� 0 U O 111 1, FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT DUCT SYSTEMS-CHAPTER 16 AT EACH RAFTER 4 [� Z LU REQUIREMENTS SHALL BE USED, COMBUSTION AIR-CHAPTER 11 ,� a Simpson Strong-Tie w Q (X U O � CHIMNEYS AND VENTS-CHAPTER 18 4-I0d x 1 1/2 4 AC4 O z O 0 2, TABULATED 12 INCH 0,1C, NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING 1e AT EACH POST RIDGE TENSION STRAP N O N PLUMBING-PARTVII ctl U � MEMBERS WITH G>0,4S, FOR FRAMING MEMBERS WITH 0,42<G<0,4% THE NAIL SPACINGS SHALL NOTE: C620 USE 8-8d NAILS BE REDUCED TO 6 INCHES O.C. ATTACH LEDGER TO FRAMING IN EACH END AT L ik MEMBER WITH 2-1/2" X 5" LAG SEE PLAN EACH ROOF RAFTER O `n N 3. FOR EXTERIOR PANEL. SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED - BOLTS AT 16" ON CENTER ° . I ° ff 0) FOR COMMON NAILS, ° O ° ° c ° Simpson Strong-Tie •; c a c ° ° ° (TABLE 3,2B WFCM HIGH WIND EDITION-2015) U210 2X6 Z O SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL 4 SHEAR LOADS AT EACH CEILING JOIST a O Z UJ D . '� 1'I p . 'o c . '� c . 'o n4 4-IOd x I I/2" a RAFTER U O ~ BOTTOM PLATE TO FOUNDATION FOUNDATION MAXIMUM ANCHOR MAXIMUM ANGH R > ° a > ° > ° ° BOLT CONNECTION RESISTING SUPPORTING BOLT SPACING (IN,) BOLT SPACING (N,) 4 ° 'I <� 4 < 4 aCNI (1/2 ANCHOR BOLTS) (5/8 ANCHOR BOLTS) o � ',a' b,L Q ,& b'L , ° c 'D c 'D- D 4 Simpson Strong-Tie a RIDGE BEAM P,aGE: LATERAL AND SHEAR LOADS 1-3 STORY 31 48 ° . °%r ° ° ° U210 2X6 a JOIST HANG R REQUIRED c,_- ° ° ° o AT CATHEDRAL CEILINGS <� AT EACH DECK/PORCH JOIST 2 MINIMUM B '� '� n,� p /5 " LSSU OR EQUAL 4 4-I0d x I 1/2" SIDEGOVERSimpson Strong-Tie WALL TO � D g RIDGE TEN510N- 9 NOTE: MAX 12 FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON, SEE DETAIL ° ° p Simpson Strong-Tie PB844 4 4 SSTB28 WITH BP AT EACH POST FOOTING FOUNDATION , �; � � ° � TYPICAL O CH CK PORCH COLUMN 5TRAR A- 50 N CONNECTIONS c G CONNECTIONS ANCHOR BOLT DETAIL CONNECTIONS DETAIL THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATi N SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. STAGGER FASTENERS IN 2 ROWS TABLE R5012 DECK LEDGER CONNECTION TO BAND JOIST 5,5" MIN. FOR 2x8 `DISTANCE SHALL BE PERMITTED TO (Deck live load - 40 pif—dock dead load = 10 120f, snow load S 40 pof1 O O O 5,5" MIN, FOR 2x10 BE REDUCED TO 4,5 IF LAG SCREWS 511 MAX. 1.5" MIN. FOR 2x12 ARE USED OR BOLT SPACING 15 CONNE TION DETAILS JOIST SPAN _0 ClO REDUCED TO THAT OF LAG SCREWS 6' 4 LESS 6'I" TO 8 8'1" TO I '10'1" TO I '12'1° TO 14'14'1" TO 176'1" TO I 3/4" MIN, TO ATTACH 2x8 LEDGERS TO 2x8 2" MIN,_Lj BAND JOISTS, ON-CENTER SPACING OF FASTENERS SHEATHING 1/2 -INCH DIAMETER LAG SCREW W/ LEDGER 1/2" LAG SCREW OR BOLT 1/2 -INCH MAX, SHEATHING, (c,d) 30 23 18 15 13 11 10 SIDING 1/2 -INCH DIAMETER BOLT W/ FLASHING FOR FIGURE R501.2.1(1) 1/2 -INCH MAX, SHEATHING, (d) 36 36 34 29 24 21 19 WATER TIGHTNESS A C M �T O ACS SC W5 AN 0 T5 IN S {-} I/2 -INCH DIAM TER BOLT W/ 36 36 29 24 21 IS 16 I-INCH MAX, 5 EATHING, (e) , - . 2x4 CONTINUOUS DECKING For 51: 1 INCH=25 4 mm, 1 FOOT-604.8 mm, 1 POUND PER SQUARE F00T=0,0419 kPa. / LATERAL BRACE AT 6' O,C, ` a, LEDGERS SHALL BE FLASHED IN ACCORDANCE W/ SECTION R103,4 TO PREVENT WATER FROM CONTACTING THE HOUSE BAN 16T, b, SNOW LOAD SHALL NOT BE A56UMED TO ACT CONCURRENTLY WITH LIVE LOAD, c, THE PO THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE BAND JOIST, 2-I0d NAILS APPROVED JOIST HANGER d. SHEATHING SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER, TRUSS OR a e. SHEATHING SHALL BE PERMITTED TO BE WOOD STRUCTURAL PANEL, GYPSUM BOARD, FIBERBOARD, LUMBER OR 2" MIN, 2x LEDGER WITH FASTENERS FOAM SHEATHING. UP TO 1/2-INCH THICKNESS OF STACKED WASHERS SHALL BE PERMITTED t0 SUBSTITUTE FOR UP TO I CEILING JOIST •;; IN ACCORDANCE WITH TABLE 8501,2 F OOR SHEATHING NAILING I/2 INCH OF ALLOWABLE THICKNESS WHERE COMBINED WITH WOOD STRUCTURAL PANEL OR LUMBER SHEATHING, GABLE END T 6" MAXIMUM ON CENTER T JOIST WITH HOLD-DOWN SIMPSON DTT2Z TRUSS tn TENSION TIE 1 a FLOOR JOISTS SIMPSON DTTIZ HOLD DOWN TABLE R501.2.1 AT 4 LOCATIONS, EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24" OF EACH PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGER END OF THE LEDGER. HOLD DOWN DEVICES AND BAND JOISTS I 10-Sd SHALL FULLY ENGAGE DECK JOIST PER MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS NAILS 5d COOLER NAILS HOLD DOWN MANUFACTURER, + + + + + + - A FULLY THREADED 3/8" DIAMETER LAG TOP EDGE BOTTOM EDGE ENDS ROW SPACING 10" O.C. SCREW PREDRILLED w/ MIN, 3" PENETRATION LEDGER (a 2 INCHES (d) 3/4 INCH 2 INCHES (b) I- / b) 2" 4" BLOCK -'/ �� TO CENTER OF TOP PLATE, STUDS, OR HEADER xNAILED TO EACHBAND JOIST ( ) 3/4 INCH 2 INCHES 2 INCHES (b) (b) BRAGS WITH 4-I0d NAILS FIGURI FOR SI: I INC =25.4 mm E R501,2.3(2) a, LAG SCRE OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL GYPSUM BOARD � 0�/ ATTACHMENT LATERAL I O �S F OOR JOIST DECK JOIST RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R501,2.I1ll 5d COOLER NAILS AT 1" O,C, 1� f-�t I L b, MAXIMUM 5 INCHES, 20 GAUGE STRAP C. FOR ENGINEERED RIM JOISTS, THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN, 1 d, THE MINIMUM DISTANCE FROM BOTTOM OW OF G 10-Sd NAILS R LA SCREWS OR BOLTS t0 THE TO OF N L ENDWAL C1=�OOfi` JC f ST PERPENDICULAR TO 1��C� JO ISTD P THE LEDGER L SHALL BE IN ACCORDANCE WITH FIGURE R5012,1(1) STUDS FIGURE R501.2.3(1) CK ATTACHMENT FOR AT ALOAD5 GA5LE ENDWALL. ACING � m I' I /�f I w O TOP PLATES (WFCM 1 FIGURE 3.1a) W TERIOR OR BEARING WALL ENDWALL---� JOISTS STUD U-1 � !L z BORED HOLE MAX A A IAM 6096 °° � Yo DIAMETER °° BLOCKING �� NOTCH GREATER THAN °° BL KING 16d NAIL AT 24 O,G, � GYPSUM BOARD OF STUD DEPTH 5096 OF THE PLATE WIDTH BLOCKINGE-4 Lu CO Q 5/8" MIN, TO EDGE °°°°°°°° 16 GAGE (0,054") AND 1,5" WIDE O 5/8" MIN, TO EDGE METAL TIE ACROS5 AND TO EACH SECTION A-A SIDE OF THE NOTCH WITH 8-16d cn NAILS EACH SIDE WOOD STRUCTURAL PANEL NOTCH MUST NOT EXCEED FLOOR BRACING AT DY5 f_ � INSTALLED IN ACCORDANCE WITH NAILING SCHEDULE 4_4 409'6 OF STUD DEPTH (ALL PANEL EDGES) lu IIt�F1� (TABLE 3.1, WGFM HIGH WIND EDITION) T P PLATES ad NAIL AT 12" O-C, ON ALL FRAMING MEMBERS NOT AT - - BORED HOLES SHALL NOT PANEL EDGES ARCHITECT: BE LOCATED IN THE SAME PIPE ad NAIL AT 4" O,C, �aLOO�I5IDE CORNER DETAIL --� CROSS SECTION OF GUT OR �Q PRCK�TFc NOTCH IN STUD ad NAIL AT 6" O.C. GYPSUM BOARD � P. BUT4FS' � (ALL PANEL EDGES) �- CO 4( 12" MAX, 0 Q '' NOTCHING AND 50RED DIOL LI1"11T TIONS T AT FRAMING TO ACCOMMODATE AT PIPING c i NAILS BASED ON i l? SHEAR WALL REQUIREMENTS I FOR NON INTI I WOOD STRUCTURAL PANEL INTERIOR ,�11�INCA U1,�LLS INSTALLED IN ACCORDANCE STq '' I c HIGH WIND 16d NAIL AT 24�� O,G, WITH NAILING SCHEDULE TE O (WFCIM 2015 65C HIGH WINO EDITIONS RAFTERS AND CEILING CENTER 2x BLOCKING NO CEILING (TABLE 3,1, WCFM HIGH WIND EDITION) DANIEL A, SUTLER, R.A. JOISTS OR APPROVED DIAPHRAGM ON SHEATHING JOINT ad NAIL AT 6" ROOF TRUSS REQUIRED FRAMING MEMBERS AT PANEL EDGES AN 12" 1 15/32 WOOD STRUCTURAL PANELS D O.C.O,G, ON ALL � ON GABLE FACE AND ON WALL BELOW FRAMING MEMBERS NOT AT Q Q TOP PLATE- BASED ON 5HEARWALL REQUIREMENTS (b) INSIDE CORNER DETAIL PANEL EDGES O TOP PLAT SECOND STORY SEE DRILLING AND C MILE ENDWALL, 1.5ALLOON NOTCHING PROVISIONS EXTERIOR CORNER FRAMING INCA � JOIST IS PERMITTED TO ER E1� R O TOS PLATES � BE CUT OR NOTCHED H d) CID FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- FRAMING PREFERRED METHOD LLQ SEE DRILLING AND SEE DRILLING AND z O !j PLATE NOTCHING PROVISIONS c� NOTCHING PROVISIONS U! Z } WFCM SECTION 3,3,1,1,1 WFCM SECTION 3,4,1,1,1 ROOF FRAMING DOUBLE TOP PLATE Q Q ; 3 I/3 SPAN 1/3 SPAN d i z O JOIST ENDS TO BE O STUD 21 BLOCKED AGAINST $ CA lu z Q- T ROTATION IN ACCORDANCE H z w O a- WITH WFCM 3,3.1.3-END RESTRAINT Q BORED HOLE MAX FOR BLOCKING AND 3,3,1,4 BRIDGING STU TO RAFTER CONNECTIONz W TOP PLAT O DIAMETER 4096 BAND JOIST AND BRIDGING OR FLOOR TO FLOOR CONNECTION (k = � civ OF STUD DEPTH OR BLOCKING SEE WFCM SECTION 3,3 HEADER DEPENDING ON CONDITION, SEE w O z0 OO O DETAILS ON SHEET 1 OF 1 THIS SET N 5/8" MIN. TO EDG BEARING HEADER - O ccl WALL TO STUDS 5/8" MIN, TO EDGE O d) O FULL LENGTH d)0 LAP JOIST 3 IN, MIN, HEADER STUDS NOTCH MUST NOT EXCEED BOTTOM PLATE WALL STUDS O 2596 OF STUD DEPTH BAND JOIST NOTE: NOTCHES SHALL NOT BE OR BLOCKING UPLIFT CONNECTION 15 REQUIRED , LOCATED IN MIDDLE ONE-THIR JOIST ------------------------------ - AT EACH END OF HEADER AND Z OF STUD LENGTHSILL PLAT ° - ° ° I AT BOTTOM OF HEADER STUDS IN O N�j UPLIFT ADDITION TO CONNECTORS AT O Z lu IF HOLE IS BETWEEN 4096 AND 6096 CRAWL SPACE CONNECTOR WALL STUDS AND AT TOP AND BORED HOLES SHALL NOT OF STUD DEPTH, THEN STUD MUST L OR BASEMENT L SUBFLOOR I ; Rt�2UIRtb BOTTOM OF CRIPPLES O BE DOUBLE AND NO MORE THANJ4 BE LOCATED IN THE SAME TWO SUCCESSIVE STUDS ARE FOUNDATION ° - GROSS SECTION �0F CUT OR DOUBLED AND 50 BORED � , NOTCH IN STUD STUD TO PLATE x /FOUNDATION PAGE: I I I I PLATFORM FRAMING INTERMEDIATE HEADER TO STUDS: USE LSTA 18 W/14 10d NAILS NOTCHING AND 50RED WOLF LIMITATIONS Jl TIONS F01� BEARING WALL STUD TO 5 LE55 THAN (TION: JJ t't ��! (OP NINGS LESS THAN 6 FEET): USE DSP W/8 lOd NAILS IN STUD AND 4 IOd NAILS IN PLATE � lOP NINGS GREATER THAN 6 FEET): ADD PHD5 AT KING STUDS (2 TOTAL), INSTALL PER DETAIL SHEET 1 a EXTERIOR WALLS AND BEARING WALLS (WFCMA� 51 TYPICAL WA FLOOR AN FRAMING AM ING T�IC,�L FRAM ING AND UPLIFT CONNECTIONS 9U) 2015 55C HIGH WIND EDITION) N N FOR OPENINGS THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATI N SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. LO WHEN SHEATHING THICKNESS EXCEEDS 1/8", PLATE NAIL - 16d (0,13511 x 3-1/211) AT TRIM SHEATHING TONGUE AT RIM BOARD 12" ON-CENTER PLATE NAIL - 16d (0,13511 x 3-1/2") AT 16" ON-CENTER- FLOOR PANEL NAIL - 8d (0,13111 x 2-1/2") INTERMEDIATE BEARING PLATE NAIL FLOOR PANEL NAIL - 8d (0,13111 x 2-1/2") AT 2x_ STUD WALL AT 1611 AT 611 ON-CENTER NO LOAD BEARING WALL WEB STIFFENER 611 ON-CENTER, ON-CENTER WEB STIFFENERS REQUIRED EACH ABOVE PLATE NAIL WEB STIFFENERS REQUIRED REQUIRED EAG WEB STIFFENERS REQUIRED EACH ATTACH PANEL PER CODE SIDE AT A3.4W EACH SIDE AT B3W SIDE AT A2W SIDE AT A3,­W OR SPECIFICATION BLOCKING II " 1-1/4" TIMBERSTRAND LSL RIM BOARD,, • I-I/4 TIMBERSTRAND I-I/8 RIM BOARD , PANEL WHEN SHEATHING THICKNESS TOE NAIL - IOd (0,13111 x 3") TOE NAIL - 10d (0,131" x 311) AT 6" ON-CENTER, EXCEEDS 1/8", TRIM SHEATHING AT 611 ON-CENTER TONGUE AT RIM BOARD FOR RIM BOARD THICKER THAN 1-3/4" FOR RIM BOARD THICKER THAN 1-3/4 12"MIN, - ATTACH TJI JOIST TO RIM BOARD WITH ONE IOd RIM-TO-JOIST NAIL - ATTACH TJI JOIST TO RIM BOARD WITH ONE IOd (0,12811x11) INSTALL PROPER (0,12811x3") NAIL, TOP NAIL FROM TJI JOIST INTO RIM TOE NAIL TOE NAIL NAIL, TOP NAIL FROM TJI JOIST INTO RIM BOARD, BLOCKING TO SUPPORT BOARD, WEB STIFFENERS - CONNECT CORNER WITH FOUR IOd (0.12811x3") NAILS, TOE NAIL ALL PANEL EDGES - CONNECT CORNER WITH FOUR IOd (0.128"x3")NAILS, REQUIRED EACH FROM SIDE OF PARALLEL CLOSURE INTO RIM BOARD SIDE AT AIW RIM JOISTS TOE NAIL FROM SIDE OF PARALLEL CLOSURE INTO RIM BOARD A3 A3,1 A3, A3, ,CONVENTIONAL CONSTRUCTION CODE MINIMUM FOR US= WITH A3 ONLY, , MUST HAVE 1-3/4 MIN. JOIST SEE THE ]LEVEL TJI SPECIFIER'S GUIDE 165E [LEVEL TJI J016 SPECIFIERS GU/DF "7J-4000, BLOCKING PANELS MAY BE Al] AIW A2 A2W BEARING AT ENDS. 3. A3. ANO ILEVEL RIM BOARD SPECIFIER 6 GU/DE, "'TJ-,9000 B3 B3 T A3 ,43 A3, A3, A3, *TJ-4000, AND THE ]LEVEL RIM BOARD SPECIFIERS GUIDE, W O REQUIRED WITH SHEAR WALLS W ATTACH RIM JOIE PER O *TJ-8000, FOR A3.1-A3,3 INSTALLATION SPECIFICATIONS AND FOR �4DDITION4L IN6TALL�ATION 6PECIFIC4T/ON6 .AND APPLICATIONS. ABOVE OR BELOW (SEE DETAIL z DETAIL. o APPLICATIONS, II 8" DIAMETER MAX, HOLE FOR �� 4'-0" LENGTH OF 811 DIAMETER MAXIMUM HOLE 8II DIAMETER MAXIMUM HOLEFOR 11-1/8 - 16 LOAD BEARING OR SHEAR WALL 11-1/8" - 1611 DEEP BLOCKING 3/4 REINFORCEMENT FOR 11-1/8 - 16 DEEP DEEP BLOCKING PANELS; 6( DIAMETER ABOVE (MUST STUCK OVER WALL LOAD BEARING OR SHEAR WALL ABOVE WEB STIFFENERS ON ONE SIDE AT E2, BLOCKING PANELS; 611 MAXIMUM FOR BLOCKING PANELS S-1/2" DEEP BELOW WHEN PRESENT) IRC 502-1 REQUIRES LATERAL (MUST STACK OVER WALL BELOW) REQUIRED BOTH PANELS; 6 DIAMETER MAX, FOR BOTH SIDES AT E3 DIAMETER MAXIMUM FOR OR SHORTER THAN 12" LONG, DO NOT GUT 12" L„ DEEP OR SHORTER THAN 12 L RESTRAINT (BLOCKING) AT ALL SIDES AT EIW BLACKING PANELS BLOCKING PANEL INTERMEDIATE SUPPORTS IN BLOCKING PANEL LONG, BLOCKING PANELS 9-I/2" DEEP II OR SHORTER THAN 12" LONG, 1-I/4" TIMBERSTRAND DO NOT CUT FLANGES, LSL OR ]LEVEL 1-1/8'1 SEISMIC DESIGN CATEGORIES DO, DI, LOAD FROM ABOVE DO NOT CUT FLANCES, AND D2 TO STRENGTHEN THE FLOOR 2x4 MIN, SQUASH BLOCKS k RIM BOARD, NAIL WITH DIAPHRAGM, 11 I-i/4 TIMBERSTRAND 1/16 LSL OR /LEVEL I-1/8 IOd (0,131" x 3") NAILS, RIM BOARD. NAIL ONE EACH AT TOP O O \a II II AND BOTTOM FLANGE. gP WITH IOd (0,131 x 3 ) WEB STIFFENERS �G���'(� NAILS, ONE EACH AT REQUIRED ON EACH SIDE 11 Q TOP AND BOTTOM ATTACH OF BOTH JOIST ENDS AT ` 1/16 FLANGE, REINFORCEMENT TO BTW WEB STIFFENERS REQUIRED --� 2x4 MIN, A = ` A JOIST WEB WITH 3 ROWS SQUASH BLOCKS 'l ATTACH '� IOd (0,14811 x 3") NAILS EACH SIDE AT BIW AND 62W per• ' END OF JOISTS AT REINFORCEMENT TO AT 611 ON-CENTER, CENTERLINE OF SUPPORT 1-1/4" TIMBERSTRAND LSL OR /LEVEL JOIST FLANGE WITH Sd 6'-0" LENGTH OF TJI JOIST CLINCHED. USE 2 ROWS 1-1/8" RIM BOARD, NAIL WITH IOd (0,131" x 2-1/2") NAILS REINFORCEMENT AND FILLER WITH 91/211 AND 11-1/8" (0,131" x 3") NAILS, ONE EACH AT TOP AT 611 ON-CENTER. BLOCK. USE 4'-0" LENGTH WITH TJI JOISTS, O O BLOCKING PANELS MAY BE USE 2x4 MIN, SQU4SH BLOCKS El EIW AND BOTTOM FLANGE. WHEN REINFORCEMENT �S-1/2" AND 11-1/6" TJI JOISTS, OB4 84 B2 B2W REQUIRED WITH SHEAR WALLS ABOVE CS BOTH SIDES,TO TRANSFER LOAD AROUND JI E2 E3 STAGGER NAILS, �� m OR BELOW - SEE DETAIL BI E4 NOT FOR USE WITH 3-1/2 TJI JOIST FLANGE A-I Q JOIST WIDTHS = W r= 1-1/4" TIMBERSTRAND LSL OR ]LEVEL 1-1/8" FASTENING OF FLOOR PANELS GUIDELINES FOR CLOSEST ON-CENTER SPACING PER ROW FILLER and BACKER BLOCK SIZES O RIM BOARD, NAIL WITH lOd (0,13111 x .3") NAILS, 1-1/4" TIMBERSTRAND LSL OR BLOCKING PANEL NAIL THROUGH 2x-CANTILEVER, WOOD BACKER TAM RIM BOARD I-v2 m )- X ONE EACH AT TOP AND BOTTOM FLANGE, 7JI�JOISTB uo 210 230 a 360 560 /LEVEL 1-1/6" RIM BOARD, NAIL NAIL TO BLOCKING PANEL WITH CONNCTIONS AND TJI JOIST WEB WITH 2 ROWS IOd 10,14811 x NAIL SIZE 4 230 560 0,210, 360 4 L--11/0" IM13ERSTRAND LSL TIMBERSTRAND MIC LSL OR WIDER LVL PARPALLAM® DEPTH `�I/2 OR 14' g-I� 8 R 14" OR I6" gl /8 R 141GOR 18200"R 11-T/5, 14 OR 18 OR � D WITH IOd (0,131" x 3") NAILS, ONE EQUIVALENT TO FLOOR PANEL SCHEDULE. 311) NAILS AT 6" ON-CENTER, CLINCHED, USE iOd COad 48 x1 1 12d (0.14a x 3-I/4) 4 4" 6" 4" 4" 4" 4' FILL R IBLLOC NEATN 5" 2x5ATHING SN.+ 1/2" 2xa 4 1/IN SHEATH?I1 � TWO TWO X z �(- II II II " u , +1 2x6 2x8 EACH AT TOP AND BOTTOM 16d (0,135 x 3-I/2 ) NAILS WITH 3-I/2 TJI JOIST N zxb 2x0 2x12 O z ATTACH REINFORCEMENT TO JOIST 16d(0.162"x 3-1/2") 6 6" 16" 6"(2) 6"(2) a" 6" CANTILEVER 2x10 2x6+3/8 2x10 33/a 2xb(S 1/2 x O 0 , O FLANGE WIDTHS FILLER 2x6 4'-O" 6'-O" HEATHINGSHEATHING SHEATHING SHEATHING APPLICABL NOT APPLICABLE ,Wk, H REINFORCEMENT TO WITH ONE 8d (0,13111 X 2-1/2") NAIL AT (U ONE ROW OF FASTENERS PERMITTED(TWO AT ABUTTING PANEL EDGES)FOR DIAPHRAGMS. STAGGER NAILS WHEN (DETAIL E4) LONG ,- „ LepNn E ACKER BLOC • V. LI� JOIST WITH ONE Sd (0,13111 X 2-1/211) �' USING 4' ON-CENTER SPACING AND MAINTAIN 3/0" JOIST AND PANEL EDGE DISTANCE. FOR OTHER APPLICATIONS, , EACH CORNER (DETAIL FI 5/a' OR 3/4" 3/4" OR 4� I" NET 2x6 2x9 2x12 NAIL AT EACH CORNER MULTIPLE ROWS OF FASTENERS ARE PERMITTED IF THE ROWS ARE OFFSET AT LEAST I/2„ AND STAGGERED. OR Hs) D1 . 0 HORIZONTAL BLOCKING (2)CAN BE REDUCED TO 4" ON-CENTER IF NAIL PENETRATION INTO THE NARROW EDGE IS NO MORE THAN 1-54' (TO H 11 L�4/1 AVOID SPLITTING). (U IF NECE55ARY,INCREASE FILLER AND BACKER BLOCK NE/Gblr FOR FACE MOUNT HANGERS AND MAINTAIN OCIS PANELS BETWEEN EACH RECOMMENDED NAILING IS 12" ON-CENTER IN FIELD AND 6" ON-CENTER ALONG PANEL EDGE.FASTENING 1/8"GAP Ar rOP OF✓O/ST.•SEE DErA/L W. FILLER AND BACKER BLOCK LENGrP6 SHOULD ACCOMODATE O 1211 LENGTH OF 3/411 JOIST. NAIL TO TOP REQUIREMENTS ON ENGINEERED DRAWINGS SUPERSEDE RECOMMENDATIONS LISTED ABOVE. REQUIRED NAILING U/ITNOUr 9PLIrrING (12"MINIMUM FOR BACKER BLOCKS AND 24"MINIMUM FOR FILLER (LEVEL RECOMMENDS USING ANON-POLYURETHANE SUBFLOOR ADHESIVE ON ALL CONTACT POINTS BETWEEN BLOCKS.). E5 REINFORCEMENT ON PLATE WITH CONNECTION p�' PANELS AND FLOOR FRAMING. N c(1 ONE SIDE AT E5, EQUIVALENT TO FLOOR .,Q r(� NAILING ROWS MUST BE OFFSET AT LEAST 1/2" AND STAGGERED. �Q BOTH SIDES AT E6 PANEL SCHEDULE. D 14 GA. STAPLES MAY BE SUBSTITUTED FOR ad(0.113" x 2-1/2")NAILS IF MINIMUM PENETRATION OF I" INTO THE TJI WOOD tis G�� �ti01 JOIST UM RIM BOARD IS ACHIEVED. JOISTS MUST BE LATERALLY SUPPORTED AT CANTILEVER J FULL DEPTH BACKER �� '(�� g- ��� D`' Fl APPLIES TO MAXIMUM SPACING OF NAILS IS Ib" ON-CENTER FOR TJI JOISTS. AND END BEARINGS BY BLOCKING PANELS, HANGERS, LU VERTICAL 12" LENGTH OF 3/4° "� UNIFORMLY +- BLOCKING REINFORCEMENT ON O,A� aG�a Q� LOADED JOISTS OR DIRECT ATTACHMENT TOA RIM BOARD OR RIM JOIST. BETWEENLESS THAN 511 E-f ONE SIDE AT El, BOTH ONLY, EACH JOIST SIDES AT E8 - SAFETY BRACING (Ix4 MINIMUM) AT 8' ON- E6 LESS THAN 5" F1 S/LENT FLOOR® CENTER (6' ON-CENTER FOR TJI 110 JOISTS) AND ARCHITECT: J0I6 T FRAMING DOE6 -- O ES NOT REOU/RE BRIDG/NC: EXTENDED TO A BRACED END WALL. O p'Bchll ' FASTEN OR MID-SPAN BLOCfC/NCs E1 • EN AT EACH JOIST WITH TWO 8d (0,11311 x O �Q� P 6uT�F9 DO NOT BEVEL CUT JOIST \ 21/2 ) NAILS MINIMUM (SEE WARNING). HANGER HEIGHT MUST BEA BEYOND IINSAIDE FACE OF MINIMUM OF 609. OF JOIST FILLER BLOCK: ATTACH WITH TEN 10d (0.128 x 3 ) ALLOWABLE LOAD / FACTORED RESISTANCE (LBE) RIM BOARD DEPTH NAILS, CLINCHED, USE TEN 16d (0.13511 x 3-I/2") FASTENER 1-1/4" TIMBERSTAND LSL ]LEVEL 1-1/8" IM H2 JOINT BETWEEN NAILS FROM EACH SIDE WITH 3-1/2" TJI JOIST EXTERIOR DECK ATTACHMENT RIM BOARD BOARDO Al JOISTS p3� FLANGE WIDTHS, USE FIFTEEN NAILS WITH TJI JOIST STRUCTURAL EXTERIOR SHEATHING 3/8" LAG BOLT 4001630 N.A. / KA.. CE, DO NOT OVERHANG SEAT STATE of DEPTHS GREATER THAN 16". I/2" LAG BOLT 415 / 150 400 / 515 (1) CUTS ON BEAMS BEYOND THEDANIEL A. SUTLER, R.A. BACKER BLOCK: INSTALL (1) THIS FACTORED RESISTANCE IS WITH A 3/8" GAP BETWEEN THERIM A3 INSIDE FACE OF SUPPORT TIGHT TO TOP MOUNT (TIGHT TO BOARD AND DECK LEDGER MEMBER, _j BOTTOM FLANGE WITH FACE - ALLOWABLE LOAD DETERMINED IN ACCORDANCE WITH AC 124. MOUNT HANGERS), ATTACH WITH FLASHING - CORROSION-RESISTANT FASTENERS REQUIRED FOR WET-SERVICE11 APPLICATIONS. C 11/4 TIMBERSTRAND Q TOP MOUNT HANGER TEN IOd (0.128" x 3") NAILS, TJI RIM JOIST LSL OR (LEVEL 11/8 O CLINCHED WHEN POSSIBLE, TREATED 3 I R I _ L RMB RD, [-� >- 2x-LEDGER ,A2 w O BACKER BLOCK FACE MOUNT HANGER BOTH SIDES OF WEB WITH SEE FASTENER TABLE 1-1/4" TIMBERSTAND LSL OR ]LEVEL Bl LI ca U LL Q SINGLE TJI JOIST BELOW. MAINTAIN 2" 1-1/8" RIM BOARD. HI Z LzLI O } WEB STIFFENERS REQUIRED IF SIDES OF DISTANCE (MINIMUM) B2 O Q (� FROM EDGE OF LEDGER Q ;• z Ci HANGER DO NOT LATERALLY SUPPORT TO FASTENER. L5 AT LEAST 3/8" OF TJI JOIST TOP FLANGE B3 U z d WITH TOP MOUNT HANGERS, BACKER BLOCK HI H2 REQUIRED ONLY FOR DOWNWARD LOADS LA w z � O Q Q 0 0 P �. JUk500 O EXCEEDING 250 S O FOR UPLIFT B4 z lu - E ED LB R R L O USE Bl OR B2 At � z w 0 _ cv CONDITIONS. INTERMEDIATE BEARINCxS / 0� (K (V APPLY SUBFLOOR ADHESIVE TO ALL CONTACT LU Z N WITH LOAD BEARINCa OR O Q O 0 O O END OF JOISTS AT SHEAR WALL FROM SURFACES 'i � m U � J OPTION +1: OPTION 02: WEB STIFFENER ATTACHMENT , WITH POINT LOAD FROM ABOVE, INSTALL WEB CENTERLINE OF SUPPORT BRACED END WALL - U LL TJI JOIST BLOCKING WITH 2x_ STRAPPING STIFFENER TIGHT TO TOP FLANGE (GAP AT BOTT M SEE NOTE 3 UNDER O N LL END BLOCKS INSTALLED INSTALLED AT 1/3 JOIST- FLANGE) WHEN THERE IS NO SUPPORT BELOW, H1 WARNING N AT 1/3 JOIST-SPAN SPAN LOCATIONS FLUSH BEARING PLATE REQUIRED. o LOCATIONS USING TWO 8d USING TWO 2-1/2 NAILING REQUIREMENT 0 • Q MAXIMUM I/4" OVERHANG � TJI JOIST DEPT MIN, WEB TYPE � �- (0.11311 x 2-1/2") NAILS OR SCREWS PER JOIST, GAP,: SERIES H (IN.) STIFFENERILS ° 2-1/2" SCREWS, TYPICAL PICAL PERMITTED AT BEAM. 0 EXTERIOR (_T� - •• 1/8 MIN. 110 All 5/81 ,VZ%/1611 0 o t DECK Q x Z O ATTACHMENT �-I O z LU 2-3/4 MAX. 210 All 3/4" x 2-5/1611 ad L4 \ 230 4 360 All 1/811 2-5/16" (0.113" x 2-I/2") 0 • 3 �0�`' I" (I-I/2" FOR TJI 560, 3 3 0 LA 560D, sol JOIST) WEB STIFFENER s314 s33 All I" x 2-5/16" Q EACH SIDE. ° 560 4 s41 A111 2x4 1 5Lx 3-1/2 11 PROTECT UNTREATED ° o STRUCTURAL DO NOT USE SAWN LUMBER FOR IM SEE SIZES IS 4 4 WOOD FROM DIRECT SHEATHING R PACE: BELOW, 5600 2011 2x4 1„�Od 5 5 CONTACT WITH 0 0 SEE ALLOWABLE BOARD OR BLOCKING, OPTION +3: TIGHT FIT, 2211 (0.135 x 3-1/2 6 11 CONCRETE AS IT MAY SHRINK AFTER DIRECTLY 1-1/2" KNOCKOUTS AT ° H3 HOLES INSTALLATION, APPROXIMATELY 12" ON-CENTER USE ONLY ENGINEERED LUMBER. APPLIED CEILING a rn A� 5 ,02 0 O BEARING PLATE TO BE FLUSH WITH (0 H3 W INSIDE FACE OF WALL OR BEAM N PBI WHEN SPECIFIED ON THE LAYOUT, ONE OF w o THE ABOVE BRACING OPTIONS ISREQUIRE N r` THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATI N SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTMISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. LO4 MULTIPLE MEMBER CONNECTIONS FOR BEARING AT WALL BEARING FOR DOOR TOP-LOADED BEAMS 1-1/4" TIMBERSTRAND LSL OR OR WINDOW HEADER BEAM TO BEAM BEARING AT BEARING AT iLEVEL I-I/8" RIM BOARD OR CONNECTION CONCRETE COLUMN I-3/4"- WIDE PIECES: BLOCKING; FOR LATERAL STRAP PER CODE IF TOP TOP MOUNT WALL ° - MIN, OF ROWS IOd (0.128" x 3") NAILS AT 12" O.C. SUPPORT PLATE 15 NOT CONTINUOUS HANGER ° - MIN. OF 4 ROWS IOd (0,128" x 3") NAILS AT 12" O,C, FOR 14" AND DEEPER BEAMS OVER HEADER ° - IF USING 12d-16d (0,148"-0,162" DIAMETER) NAIL5, THE NUMBER OF NAILING ROWS MAY BE REDUCED BY ONE, ° ° 3-1/2"- WIDE PIECES: ° ° - MIN. OF 2 ROWS 1/2" BOLTS AT 24" O,C, STAGGERED a O • (1) LOAD MUST BE APPLIED EVENLY ACROSS ENTIRE BEAM WIDTH, ° OTHERWISE, USE CONNECTIONS FOR SIDE-LOADED BEAMS, FACE MOUNT ° COLUMN HANGER PROTECT UNTREATED WOOD FROM LI L3 SEE CURRENT iLEVEL LITERATURE FOR L4 DIRECT CONTACT WITH CONCREI E L5 VERIFY COLUMN CAPACITY AND BEAM L6 ADDITIONAL N,4/LING OR BOLTING MAA BF REaUIRED wITH 5/DFLOADED O L2 FRAMING CONNECTORS BEARING LENGTH. SEE CURRENT iLEVEL O MULT/PLPC MEMBER 0 BEAMS REFER TO CURRENT PRODUCT LITERATURE W LITERATURE. RE. N o (1 ELEVATED BEAM AT ACHMENT AT BEARING INSTALLATION TIPS COLUMN BASE COLUMN BASE SUBFLOOR ADHESIVE WILL IMPROVE FLOOR PERFORMANCE, BUT MAY NOT BE REQUIRED, BEAM ON COLUMN GAP SQUASH BLOCKS AND BLOCKING PANELS CARRY STACKEDVERTICAL LOADS (DETAILS BI 4 52), PACKING OUT THE WEB OF A TJI JOIST (WITH WEB STIFFENERS) 15 NOT A SUBSTITUTE FOR SQUASH BLOCKS OR BLOCKING PANELS, 1-1/4" TIMBERSTRAND LSL OR WHEN JOISTS ARE DOUBLED AT NON-LOAD BEARING PARALLEL` PARTITIONS, SPACE JOISTS APART THE WIDTH OF THE OPTIONAL 1LEVEL 1-1/8" RIM BOARD, WALL FOR PLUMBING OR HVAC, NON-SHRINK GROUT SEE FRAMING PLAN (IF ADDITIONAL JOIST AT PLUMBING DROP (SEE DETAIL), APPLICABLE) OR iLEVEL ° FRAMER'S POCKET GUIDE FOR ° 'L4 MINIMUM END AND ° ° ° INTERMEDIATE BEARING LENGTHS, ONE 10d (0,128" x 3") NAIL EACH SIDE OF DRIVE NAILS AT AN ANGLE TO MEMBER AT BEARING, 1-1/2" MIN, FROM END MINIMIZE SPLITTING OF PLATE Eh PI P2 P3 L) m O O m SHIFTED JOIST PLUMBING DROP ADDITIONAL JOIST c� w r T- TJI JOIST NAILING REQUIREMENTS AT BEARING >r RIM TO TJI JOIST , O SQUASH BLOCKS TO TJI JOIST w m X TJI JOIST TO BEARING PLATE (LOAD BEARING WALL ABOVE) � � .. H � z 1-1/4" TIMBERSTRAND LSL OR ONE IOd (0,128" x 3") 0 I-1/4" TIMBERSTRAND LSL OR iLEVEL 3-1/2" WIDE TJI RIM JOIST: iLEVEL I-I/8" RIM BOARD NAIL INTO EACH FLANGE 1-1/8" RIM BOARD OR 1-3/4" WIDE TJI TOE NAIL WITH 10d (0,128" loll 0 RIM JOIST: ONE 10d (0,128" x 3") NAIL x 3") NAILS, ONE EACH ONE 8d (0,113" x 2-1/2") SI OF TJI JOIST � � � � INTO EACH FLANGE DE NAIL EACH SIDE, DRIVE 2-1/16" - 2-5/16" WIDE TJI RIM JOIST: FLANGE NAILS AT AN ANGLE AT nl ONE 16d (0,135" x 3-I/2 ) NAIL INTO LEAST 1-1/2" FROM END EACH FLANGE 3-I/2 WIDE TJI RIM JOIST !.0 1-3/4" MIN. BEARING AT END SUPPORT. ~ ,4, MIN, TOP VIEW 3-1/2" MIN, AT INTERMEDIATE SUPPORT . - BEARING ARCHITECT: SHEAR TRANSFER: CONNECTIONS ALSO SEE DETAIL B2 LOCATE RIM BOARD JOINT BETWEEN JOISTS. EQUIVALENT TO FLOOR PANEL NAILING �Q�Ci�P gUTLE� , SCHEDULE �v CO z W O . tL y>n' - �o STATE OF DANIEL A. BUTLER, R.A. ar IIn 1.4 I—I O LL Z z ° >" lu N p uj Z Q Loz6) W >� Z LL o Ily- a JU � k5 °o ,Q p Lu I-- z o Uo � 0F_ NL O Q � o PAGE: 0 A� 5 ,03 LO N N O N ti to THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATI N SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. a� ` LIGHT FIXTURE LEGEND \ RECESSED LIGHTING N N RECESSED LIGHTING - WALL WASHER J 'Q ROUND SURFACE MOUNTED LIGHTING w m I'x4' SURFACE LIGHTING LL VL �' L PENDANT J - Q UP WALL SCONCE ° >Li Lil c cv ul r i � I 1( ''k� CEILING FAN PORCH SLAB ON GRADE % (UNEXCAVATED) \ \' LIGHT AT TOP OF STAIRS \ \ LECTR ICAL EXCAVATED 1\ B 4SEMEN2 6YMBOL LEGEND (UN-FIN15HE SWITCH LOCATION DUPLEX OUTLET m (41 GFI GROUND FAULT INTERRUPT I t GFI WATERPROOF GROUND FAULT INTERRUPT f DEDICATED OUTLET 42" 0 OUTLET @ 42" A,F,F, cel X ° X 1/2 SWITCHED OUTLET z 0 QUAD OUTLET FLOOR DUPLEX OUTLET 111 CO Li Q- cfJ \ FLOOR 1/2 SWITCHED DUPLEX OUTLET O O m NOTE: I, CONTRACTOR TO COORDINATE ELECRIG PORC4- REQUIREMENTS WITH HOMEOWNER, I- W E�BOYE -- MECHANICAL AND ELECTRICAL SUB (COMP-SC-TEQ -- CONTRACTORS FOR REQUIRED ELECTRICAL ELLL_)_ POWER REQUIREMENTS, SWITCH ANO OUTLET ARGI-II TELT: LOCATIONS, ELEC, IN ELEC. UIlLlI'L PANEL ROOM lo.'ERED q9 x ' EXCA ,4TED EXCAYATED } -- ---- BfiSEMENT BASEMENT FURNACE HWW AHU RI N-FINI5HED1 LIGHT AT TOP (UN FINL62HEDJ / F_ OF 6TAIR6 I— �'U826 Fi fop NEW`l0 DANIEL A`8 BUTLER, R.A. LJ \ PROVIDE POWER AND 0 DISCONNECT FOR CONDENSER UNIT, FOR LOCATION AND Q U QUANTITY COORDINATE W/ MECH, ) ' DWGS FROM "KOLB MECHANICAL" = U I I 141 LL UP Z U O > Q lu ty :z 2-CAR-GARAGE z LLl (UNEXCAV4TTED) \ (3 =3 Q ---------- - - -------- ------ U z Q O z 0 0 ul tV U O m U -1 \ W 1L vLL � LL L, W n LL 0 - (COMPACTED FILL) AHU 02 AHU 03 U 3 Q FA GE: 3 &EMENT ELECTRICAL FLAN Q Lp N loo N O N N N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATI N SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OF IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. LIGHT FIXTURE LEGEND RECESSED LIGHTING I RECESSED LIGHTING - WALL WASHER a ROUND SURFACE MOUNTED LIGHTING � I I x4 SURFACE LIGHTING GFI FIREPLACE AT BOTTOM _-----_ OF STAIRS _ PENDANT O BEDROOM 03 WALL SCONCE z a I , 10' CLG. HT. 44o / / / DEC. / '\SCREEN - DOOR ---------- BATH BATH !3 i 1 I I I I I 10' CLG. HT. ' ` CEILING FAN -' 'I wP \ \ \ / \ I WP \\ I I I I / \ (I I; SCREENED PORCH , ELECTRICAL CATH, CLG. i // / I / SYMBOL� �3 L LEGE�lh % 10' CLG, HT. C . :_. -.—_ ' " __ / -- - - - _ SWITCH LOCATION a � �WP GFI DUPLEX OUTLET • / DN GFI GROUND FAULT INTERRUPT m BEDROOM 02 O \. y GFI WATERPROOF GROUND FAULT INTERRUPT 10' CLG. HT. I W r— r C DEDICATED OUTLET 42" m I _ 1k I BATH 02/ \ € / it _ r i � I ! I �.\ I I � � OUTLET � 42 A.F.F. �v4 , // x it If I O CLCrt. HT. •� I I I I _. 1/2 SWITCHED OUTLET Q gg v U— WP GFI; ...,.,.n.".—., �WP GFIO.., :::: $ �""� ^ z I FAMILY ROOM QUAD OUTLET - 1 I� O CATH. CLG. / FLOOR DUPLEX OUTLET F-+--1 �\ \ ,_ ! \\ - „- _ tl FLOOR 1/2 SWITCHED DUPLEX OUTLET cl I I ,I.,.. -GFi _ GFI GFI ------ -- !; `\ // I ;Ij` I. CONTRACTOR lU \ M$ / FLOOR QUA OUTLET \ / / R OR t0 COORDINATE' ELECRIC HOMEOWNER To REQUIREMENTS WITH HOMEOWNER, }— \ LOCATE ---- - - --I \ f PEND \\ ,' I MECHANICAL AND ELECTRICAL 5UB \ I \ 1 \ I CONTRACTORS FOR REQUIRED ELECTRICAL POWER REQUIREMENTS, SWITCH AND OUTLET ARCHITECT: LL LOCATIONS ATTIC " \ DN \ MUD ROOM / \ y + . PRCHITF ACCESS f / \\ \ s - -, -.._ MASTER W.LG. _1 _ MASTER BA�'N K,Y° Q�� 'BUT�F CT ` 10' CLG. HT. - P. ( LL - I _,, I FAN \FAN FAN ! co IO' CLG. HT. `\ IO' CLG. HT. III I(n-- - 11 LL r: MUD r r ------- --- PORCH _ - - W/D W/D I (� TAT E OF / \ I LIVING 'ROOM j i ATTIC ' WP 'SKYLIGHT'S PEND ACCESS CHUTE I DANIEL A. SUTLER, R.A. - - - --- - -- - ---- KITCHEN CATH CLG. ABOY \ �/ / E PEND � AN E --- I / i /' I \`'' ♦ � 'I':1 -,.}'I / I /__`\ I ` / \ ' / � I........,.:..... ...........-.,<......",..,.. 1 _ _ _ // i :4�f I � V / OPENER PEND tLL // # -- — - — OO I I / TWO CAR GARAGE \\ - -- - - i ,' - ' \\ -- - - ...l REF --- -oil ' FOYER -.... -. , _.. - . _ w ` — fu Z / (31-011 X 8 10' CLG. HT. + GFI 4LL ►-� Q - Z O - - O.H.D.- -- - - - -- _ - POWDE � a N �---, ,_,-- +__ ._ ROOM -- O fk (1 COVERED LL \\ I ---a LU �/ .Z , Q (L ' GARAGE I O , \ - I , LL PORCH CL. / I Q O Q Q 'f \ UJ �t l MASTER BEDROOM \\ z W cv P III; it / I �.`; CIA DW DEd TR \ _ --- \ - \ - / GFI^I-- - - -- .-- lu GFI N ~ � 0 1A t17 LL i'. OPENER � r. \ I / I i �I I iLIL FRONT PORCH i }- j X S'-O" j O.H,D, ----- I 6 I I GAS U WP GFI — —— i s FIREPLACE I PAGE: 18T FLOOR ELECTRICAL FLAN i/4 = 11-011 E, � M Lo N N O N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATI N SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.