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HomeMy WebLinkAbout47628-Z �o�S�FfOI,�O Town of Southold 10/4/2023 a y:4 P.O.Box 1179 N 53095 Main Rd Southold,New York 11971 oy � rj, CERTIFICATE OF OCCUPANCY No: 44632 Date: 10/4/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 75 Birch Rd., Southold SCTM#: 473889 Sec/Block/Lot: 59.-2-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/28/2022 pursuant to which Building Permit No. 47628 dated 3/31/2022 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, covered front porch,rear deck and rear unconditioned sunroom as applied for. The certificate is issued to McKay, Scott of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0902 6/4/2023 ELECTRICAL CERTIFICATE NO. 47628 4/25/2023 PLUMBERS CERTIFICATION DATED 7/10/2023 Pie reams Pl bing r A th ri ed Signature uFEot,t�G TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE co o • g SOUTHOLD, NY �=A:rcrz 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#: 47628 Date: 3/31/2022 Permission is hereby granted to: McKay, Scott 225 Blossom Ln Southold, NY 11971 i To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 75 Birch Rd., Southold SCTM #473889 Sec/Block/Lot# 59.-2-22 Pursuant to application dated 2/28/2022 and approved by the Building Inspector. To expire on 9/30/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,912.40 CO-NEW DWELLING $50.00 Total: $1,962.40 uilding Inspector OF SOUryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.deviin(cD-town.southold.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Scott McKay Address: 75 Birch Rd City:Southold st: NY zip: 11971 Building Permit#: 4762$ Section: 59 Block: 2 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Anything Electrical License No: 5220ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 7 Bath Exhaust Fan Service 3 ph Hot Water Elec. GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors 4 Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt 30A Emergency StrobeHeat Detectors Disconnect Switches 7 4'LED Exit Fixtures Sump Pump Other Equipment: 200A Panel 42 Circuit/29 Used Notes: Modular & Sunroom Inspector Signature: Date: April 25, 2023 S.Devlin-Cert Electrical Compliance Form o�pF SppZ Town Hall Annex Telephone(631)765-1802 54375 Main Road "' Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT JUL 1 9 2023 TOWN OF SOUTHOLD BUILDING DEFT. - TOWN V"OLS-`'t ,.CERTIFICATIO.N Date: q_ Building Permit No. Owner: `-� Cz� &a (Please print) - R'�dveSi�Vz�lg�tl ,Plumber: .... . ..... . .. . .. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (PIumbers Signature) Sworn to before me this Vt7 day of".,-" 20 r2-3 PAUL C CAPERNA NOTARY PUBLIC,STATE OF NEW YORK �^ Registration No.01 CA6151160 Qualified in Suffolk County County Commission Expires August 14,201kL Notary Public, -A(k, County 1 i TOWN OF-SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION I FOUNDATION 1ST ROUGH PL13G. FOUNDAT'O INSULATION/CAULKING FRAMING 19 FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O [ ] RENTAL REMARKS: AAAta W- 1-4,11 tZ- A, /mt4l rICC42, �o co-4-i ot DATE - INSPECTOR �O�apF SOUTyO� � -7 `7c I I-* * TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION T/10 ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �L/8 a e.M I r/ DATE Z '2Z2, INSPECTOR 50GlyO - -- (�# # TOWN OF SOUTHOLD BUILDING DEPT. / G IOU 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 [ ] RENT REMARKS: �6 A DATE l /10 INSPECTOR SOUK,°lo TOWN OF SOUTHOLD BUILDING DEPT. cou631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/CAUL(KING [ ] FRAMING /STRAPPING [ FINAL VJ0 �ZJa"'✓ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ,IVOo O AQA WC, CO '9(04M� DATE INSPECTOR TOWN.-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST ROUGH PL13G. FOUNDATION 2ND -INSULATION/CAULKING FRAMING/STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION - FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION - /ECTRICAL (ROUGH) ELECTRICAL (FINAL) C CODE VIOLATION PRE C/O oll REMARKS:044 kiff—fo—m/ —;Vl oo*-, J%i,ME& l4n y DATE INSPECTOR a0F SOUjyO # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycouNtr��` 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ "] FRAMING /STRAPPING [ ] FINAL [ ] TIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)" [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O 097 REMARKS: DATE fits Z/ Z2— INSPECTOR 1 �O hO�aOE SOUTy�Io --- # # TOWN OF SOUTHOLD BUILDING DEPT. �ycOU631-765-1802 INSPECTION [ ] OUNDATION 1ST ^ [ ] ROUGH PLBG. A> [ 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: ern ID Y,-V' O11 U- v TV Uv✓ fe,' DATE y INSPECTOR OF SOUTyo� l 7 # TOWN OF SOUTHOLD BUILDING DEPT. �O • �O `ycouMVN�' 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: \� /� na-,td --t- G DATE INSPECTOR o� . NEW YORKlarIGROUP BUILDING JUN 3 2023 E C H N O L O G Y Affidavit Of 2020 ECCC Compliance Date: Inspection Address: 75 Birch Road,Southold NY 11971 This is to Certify that on 4/13/2023 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 tes in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 2310 Blower Door Test Result: 1104 Conditioned Volume: 22374 Leakage in ACH50: 2.96 402.4.1.2 2020 ECCC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of:<4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: Bsmt Leakage CFM@25: 36 Supply R-value: 8 Return R-value 8 System 2: Attic Leakage CFM@25: 30 Supply R-value: 81 Return R-value 8 System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 1 66 CFM@25 Leakage Limit: 1 1 92.41 1CFM@25 403.3.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: 1 66 Required: I 61 M1507 ComplianceI Pass Combustion Safety Testing: See Attached Report Insulation and Thermal Bypass: Not Inspected HERS QA Provider: Signature of Certified RESNET HERS Rater: Performance Systems Development _ 124 Brindley Street,Ithaca NY 14850 Provider ID#:1998-072 om 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:iispectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 \ Telephone: 631495 0289 Fax:631 509 4538 Email: NYBTGTB@gmaii.com New York Building Technology Group „r t.25A,Bldg.1 Suite B y, NF.NJ YORK i�,r. . 113DG 159 R - S 4 C H N O L O G Y Miller Place,NY 11953 neoav Tel.(631)495-0289 Fax(631)389-2808 '"`� Combustion Safety Testing Form Certified Home Address: 75 Birch Road City: Southold Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Scott McKay Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Unconditioned basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 04/13/2023 Outdoors Temp During Test: OF CAZ Depressurization Note:Net Change=Test Pressure-Base Pressure) Base Pressure: pa. CAZ Ambient CO: PPM Test Pressure: pa. Appliances/Fireplace Simulated for Test?Yes No Net Change: 0 pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary_Yes x No _Ty,pe:Furnace x Boiler Heat Pump Other Efficiencyl Fuel Type2 Venting Type3 Draft Spillage Spillage CO CO Pascal Worst Case (Natural) Worst Case (Natural) acing: 96 AFUE N P X O E N V M S x N/A Pa. Pass X Fail Pass X Fail N/A PPM N/A PPM Primary_Yes x _Ty,pe:Standard Tank x Indirect_Tankless— Size: as Style4 Common Vent❑ Water Heater No Instantaneous Commercial (See Note 5 below) (Gallons) — — Stand Alone Is L ciencys Fue!TypeZ Venting TypeDraft Spillage SpillageCO Pascal Worst Case atural Worst Case atural 80 N P X O E N M S X N/A Pa. Pass X Fail Pass X Fail N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes x No— Oven o—Oven CO 5o PPM Ambient CO(During Oven CO Testing) 0 PPM IHeating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal ZFuel Type: N=Natural Gas P=Propane O=Oil E=Electric 3Venting Type: N=Natural/Atmospheric V=Natural/Atmospheric PLUS Vent Damper M=Mechanically Assisted S=Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regfardless of Venting Type,if the exhaust vent is accessible. 4Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 'Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Tom Baccarella Rater Number: 3587347 Rater Signature: f, Date: Apr 18, 2023 lh brm 90106 01CST Form 2011 FOR 2011 USE ONLY Corresponds to BHI -2011 HVAC Design Calculation in accordance with ACCA Manual JA& S Manual J Eighth Edition V.2 For 75 Birch Road- Southold, NY Scott McKay 150 Blossom Lane Southold NY 11971 (631) 765-8405 NEW YORK. BUILDING Prepared by:Thiomas Baccarella in accordance with ACCA Manual 3.86 edition, V2. Signature': Date:. 01/21/2022 Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual J, S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 159 Route 25A Building 1 Suite B Miller Place, NY 11764 Telephone:631 495-0289 Fax: 631 389-2808 Email:Gene@nybtg.com Revised August 30,2017 Manual S Compliance Report Job: 2908 NEW YORK o IBU°I°LDING Date: Jan 14,2022 First By: Tom Baccarella New York Building Technology Group 159 Rt 25A BUldirg 1 Srite B.Miller Place,NY11764 Phore:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com • • • For: 75 Birch Road-Southold,NY,Scott McKay 150 Blossom Lane,Southold,NY 11971 Phone:(631)765-8405 Email:scottmckaysouthold@gmail.com • • • • • Design Conditions Outdoor design DB: 84XF Sensible gain: 19996 Btuh Entering coil DB: 75.8'F Outdoor design WB: 71.7'F Latent gain: 5150 Btuh Entering coil WB: 63.4'F Indoor design DB: 75.0'F Total gain: 25146 Btuh Indoor RH: 50% Estimated airflow: 960 cfrn Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Rheem Model: RA1430WJ1NA+RCF3621STAMCA+R95TA0401317MSA Actual airflow: 960 cIrn Sensible capacity: 22892 Btuh 114%of load Latent capacity: 5318 Btuh 103%of load Total capacity: 28209 Btuh 112%of load SHR: 81% • quipplen Design Conditions Outdoor design DB: 15.7°F Heat loss: 21976 Btuh Entering coil DB: 67.1°F Indoor design DB: 72.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R95TA0401317MSA Actual airflow: 960 cfm Output capacity: 41000 Btuh 187%of load Temp.rise: 50 °F Meets all requirements ofACCA Manual S. .lt„ -Ok wrightsoft- 2022-Jan-21 12-.54:59 Nght-&te@Uriversal 2021 21.0.08 RSU26095 Page 1 FLOW\75Birch Road\75_Birch Road_Permitung.rLp Calc=MJ8 Frort Door faces:NE Manual S Compliance Report Job: 2908 NEW YORK BUILDING Date: Jan 14,2022 Second By- TomBaccarella New York Building Technology Group 159 Rt 25A Brilding 1 Srite B,Miller Place,W11764 Phone:631-495-0289 Email:Tam@rrybtg.com web:www.NYBTG.cem 'rqject n ormation, For: 75 Birch Road-Southold,NY,Scott McKay 150 Blossom Lane,Southold,NY 11971 Phone:(631)765-8405 Email:scottmckaysouthold@gmail.com • • • • • Design Conditions Outdoor design DB: 84.3°F Sensible gain: 13868 Btuh Entering coil DB: 76.6°F Outdoor design WB: 71.7°F Latentgain: 2778 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 16646 Btuh Indoor RH: 50% Estimated airflow: 600 dim Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Rheem Model: RA1418AJ1 NA+RCF2417STAMCA+R95TA0401317MSA Actual airflow: 600 cfm Sensible capacity: 23371 Btuh 169%of load Latent capacity: 4371 Btuh 157%of load Total capacity: 27742 Btuh 167%of load SHR: 84% eatihg • • pni Design Conditions Outdoor design DB: 15.7°F Heat loss: 18041 Btuh Entering coil-DB: 65.2°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R95TA0401317MSA Actual airflow: 600 cfm Output capacity: 41000 Btuh 227%of load Temp.rise: 50 °F Meets all requirements ofACCA Manual S. wrightsoft, 2022-Jan-21 12:54:59 nMu.nre-e wwn au-„� Right-SLite®Uriversa12021 21.0.08 RSU26095 Page 2 FLOw\75Birch Road\75_Birch Road_Permittirg.nQ Calc=MJ8 Front Door faces:NE Load Short Form Job: 2908 NEW YOflK IBUuLDING Date: Jan 14,2022 First By. Tom Baccarella New York Building Technology Group 159 Rt 25A Wilding 1 Sute B,Miller Place,NY11764 Phone:631-496-0289 Email:Tom@rrybtg.com Web:%ww.NYBTG.com Project • • For: 75 Birch Road-Southold,W,,Scott McKay 150 Blossom Lane,Southold,W 11971 Phone:_(631)765-8405 Email:scoftckaysouthold@gmail.com Design Information Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity(0/6) 30 50 Moisture difference(grAb) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TA0401317MSA Cond RA1430WJ1NA AHRI ref 6465026 Coil RCF3621STAMCA+R95TA0401317MSA AHRI ref 8638265 Efficiency 95AFUE Efficiency 13.0 EER,15.5 SEER Heating input 42000 Btuh Sensible cooling 20160 Btuh Heating output 41000 Btuh Latent cooling 8640 Btuh Temperature rise 39 °F Total cooling 28800 Btuh Actual airflow 960 cfm Actual airflow 960 cfm Airflowfactor 0.055 cfmBtuh Airflowfactor 0.050 cfmBtuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.80 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Living 237 3362 3978 186 199 Foyer 189 2449 1554 135 78 Kitchen 230 3530 5144 195 257 Dining 196 2669 4142 148 207 Bath 4 67 720 1341 40 67 Bath 3 94 1652 594 91 30 Bed1 230 2975 2480 165 124 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft® 2022-Jan-21 12:54:59 �� N a-•�x•, •,�-w•. Rlght-Sute®Universal 202121.0.08RSU26095 Page /4f%CA ...FLOW\75Birch Road\75_Birch Road_Permitting.np Calc=MJ8 Front Door faces:NE First d 1243 17357 19233 960 960 Other equip loads 4619 763 Equip.@ 0.89 RSM 17856 Latent cooling 5150 TOTALS 1243 21976 23006 960 960 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. t WirightSOft® 2022-JarF2112:54:59 �, a.R•�a •. . mam Right SUL-0Uriversal 2021 21.0.08 RSU26095 Page 2 �� ...FLOM75Birch Road\75_Birch Road_Permiffing.np Calc=MJ8 Frort Door faces:NE Load Short Form Job: 2908 NEW YOPK-dj� w. IB^UILDING Date: Jan 14,2022 Second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Brildirg 1 SL to B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:owwv.NYBTG.com Pr • • • For: 75 Birch Road-Southold,NY,Scott McKay 150 Blossom Lane,Southold,NY 11971 Phone:(631)765-8405 Email:soottmckaysouthold@gmaii.com ® ' • • • 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 Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TA0401317MSA Cond RA1418AJl NA AHRI ref 6465026 Coil RCF2417STAMCA+R95TA0401317MSA AHRI ref 7606943 Efficiency 95AFUE Efficiency 13.0 EER,15.5 SEER Heating input 42000 Btuh Sensible cooling 12600 Btuh Heating output 41000 Btuh Latent cooling 5400 Btuh Temperature rise 62 OF Total cooling 18000 Btuh Actual airflow 600 cfm Actual airflow 600 cfiTt Air flow factor 0.043 cfmBtuh Air flow factor 0.045 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load HtgAVF ClgAVF (ft) (Btuh) (Btuh) (cfm) (cfm) Master Bed 239 2990 2987 127 136 WIC 74 1278 228 54 10 Master Bath 131 1262 759 54 34 Bath 1 105 1054 710 45 32 Bed 3 217 2853 3499 121 159 Bed 2 263 3212 3037 137 138 Hall 104 177 698 8 32 Upper Foyer 0 1265 1298 54 59 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2022-Jan-2112:54:59 �� a °• . mam�� Rigtd SUte®Uriversal 2021 21.0.08 RSU26095 Page 3 FLOW\75 Birch Road\75_Birch Road_Permitdng.np Calc=MJ8 Front Door faces:NE Second d 1133 14089 13216 600 600 Other equip loads 3952 653 Equip.@ 0.89 RSM 12384 Latent cooling 2778 TOTALS 1133 18041 15162 600 600 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 2022-Jar}21 12:54:59 �- wrightsoft® Rigg SiiteO Uriversal 2021 21.0.08 RSU26095 Page 4 ACCP. g ...FLO\M75BirchRoad\75_Birch Road_Permittirg.np Calc=MJB FrordDoorfaces:NE Project Summa Job: 2908 J NEW YORK o (BUILDINDate: Jan 14,2022 G First By. Tom Baccarella .® 6 no •O104• 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 P • - • • For: 75 Birch Road-Southold,NY,Scott McKay 150 Blossom Lane,Southold,NY 11971 Phone:(631)765-8405 Email:scottmckaysouthold@gmail.com Notes: Dibi§ign nformation- 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 12930 Btuh Structure 18072 Btuh Ducts 4427 Btuh Ducts 1161 Btuh Central vent(75 cfm) 4619 Btuh Central vent(75 cim) 763 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21976 Btuh Use manufacturers data n Rate/swin multipplier 0.89 Infiltration Equipmen�sensibleload 17856 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction qualityTight Fireplaces 1 (Average) Structure 3056 Btuh Ducts 465 Btuh Central vent(75 cfm) 1629 Btuh Heating Cooling Outside air Area(ft) 1243 1243 Equipment latent load 5150 Btuh Volume(ft') 11191 11191 Airchanges/hour 0.21 0.08 Equipment Total Load(Sen+Lat) 23006 Btuh Equiv AVF(cfm) 39 15 Req.total capacity at 0.70 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TA0401317MSA Cond RA1430WJlNA AHRI ref 6465026 Coil RCF3621STAMCA+R95TA0401317MSA AHRI ref 8638265 Efficiency 95AFUE Efficiency 13.0 EER,15.5 SEER Heating input 42000 Btuh Sensible cooling 20160 Btuh Heating output 41000 Btuh Latent cooling 8640 Btuh Temperature rise 39 OF Total cooling 28800 Btuh Actual airflow 960 cfm Actual airflow 960 cfm Airflowfactor 0.055 cfm/Btuh Airflowfactor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.80 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wr1gfttsoft- 2022-Jars-21 12:54:59 ....... Right Sate®Universal 2021 21.0.08 RSU26095 ACM ..FLOW\75Birch Road\75_Birch mimn Road_Perg.rLp Calc=MJ8 Front Door faces:NE Pagel Project Summa Job: 2908 NEW YORK BUILDING Date: Jan 14,2022 I�;;;,;° °° Second By. Tom Baccarella New York Building Technology Group 159 Rt25A BUldirg 1 SLite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: 75 Birch Road-Southold,NY,Scott McKay 150 Blossom Lane,Southold,NY 11971 Phone:(631)765-8405 Email:scottmckaysouthold@gmail.com Notes: fl - • hformatio 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 9481 Btuh Structure 10666 Btuh Ducts 4609 Btuh Ducts 2550 Btuh Central vent(64 cfm) 3952 Btuh Central vent(64 cfm) 653 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18041 Btuh Use manufacturer's data n Rate/swin multiplier 0.89 Infiltration Equipmenq sensible load 12384 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 1089 Btuh Ducts 295 Btuh Central vent(64 cfm) 1394 Btuh Heating Cooling Outside air Area(ftp) 1133 1133 Equipment latent load 2778 Btuh Volume(ft') 9948 9948 Air changes/hour 0.21 0.08 Equipment Total Load(Sen+Lat) 15162 Btuh Equiv.AVF(cfm) 34 13 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TA0401317MSA Cond RA1418AJlNA AHRI ref 6465026 Coil RCF2417STAMCA+R95TA0401317MSA AHRI ref 7606943 Efficiency 95AFUE Efficiency 13.0 EER,15.5 SEER Heating input 42000 Btuh Sensible cooling 12600 Btuh Heating output 41000 Btuh Latent cooling 5400 Btuh Temperature rise 62 OF Total cooling 18000 Btuh Actual airflow 600 cfrn Actual airflow 600 cfm Air flowfactor 0.043 cfrnBtuh Airflowfactor 0.045 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 1 # wrigFrttsoft® 2022-Jarf2112:54:59 �+ ^•�_ a^^ •rte^ m Right-Srite®Uriversal 202121.0.08RSU26095 Page2 AC.C.P. ...FLOM75Birch Road%75_Birch Road_Permitdrig.nip Calc=MJ8 FrortDoor faces:NE AED Assessment Job: 2908 NEWBVILDIo G Data: Jan 14,2022 First By. Tom Baccarella New York Building Technology Group 159 Rt 25A Blilding 1 Srite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com • • • For: 75 Birch Road-Southold,NY,Scott McKay 150 Blossom Lane,Southold,NY 11971 Phone:(631)765-8405 Email:scottmckaysouthold@gmail.com 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 • � • - • • • 1 Hourly Glazing Load 8,000-- 7.000-- 6,000-- 5,000-- 4,000-- 3.000-- 2.000-- 1.000-- 0 ,0007,0006,0005,0004,0003,0002,0001,0000 8 9 10 11 12 13 14 15 16 17 18 19 20 Har or O.y /H dy /A. /MDD. Maximum hourly glazing load exceeds average by 47.8%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 906 Btuh (PFG- 1.3*AFG) wrightsaft- 2022-Jan-21 12:54:59 A--1-1..aMw.Y—, 1 Right-Sute®Unversal 202121.0.08RSU26095 Pagel �� ...FLOM75Birch Roadk75_Birch Road_Permtfing.np Calc=MJ8 Front Door faces:NE $• AED Assessment Job: 2908 NEW YOFK cir?, ILDIDate: Jan 14,2022 ® ' IBUNG Second By. Tom Baccarella New York Building Technology Group 159 Rt25A Bulding 1 Srite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg.com Web:wWW.NYBTG.com PIrpj6pt n • • For: 75 Birch Road-Southold,NY,Scott McKay 150 Blossom Lane,Southold,NY 11971 Phone:(631)765-8405 Email:scottmckaysouthold@gmail.com P- • on• • 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 le.sff• A• - • • • Hourly Glazing Load 4,000-- 3,500-- 3,000-- 2,500- 2,000-- 1,500-- 1.000-- 500-- 0 ,0003,5003,0002,5002,0001,501,00500 8 9 10 11 12 13 14 15 16 17 18 19 20 H—°f Day /HwRy /Aaapa /A®6m1 Maximum hourly glazing load exceeds average by 28.1%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh " wrlghtsoft® 2022-Jarr21 12:54:59 •M°•�f�e••- =.�m •+ RigaSute®Universal 202121.0.08RSU26095 Paget �� ...FLOM75Birch Road\75_Birch Road_PermiWng.rtp Calc=MJ8 Front Door faces:NE NFw YOBK .I" BUII GING Right-JO Worksheet Job: 2908 First Date: Jan 14,2022 New York Building Technology Group By: Tom Baccarella 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 First Living 2 Exposed wall 147.0 ft 31.8 ft 3 Room height 9.0 It d 9.0 it heaVcool 4 Room dimensions 17.3 x 13.8 ft 5 Room area 1243.4 tt= 237.2 ft= Ty Construction U-value Or HTM Area (ft-) Load Area (ft2) Load number (BluhAVL-F) (Btuh/M or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 12�Osw ' ,r 0.065 ne 3.66 , ; 0,78 414" 318 1162 -248 155 ''125 :' 459 " ' 98 NYBTG Default ,. 0280 ne 15.76, 22.37 76 0 1203 1707 30 '0 469 : - ;666 11J0 0.600 ne 33.78 13.92 20 20, 679 280` ... __... ..... . ._ 0 0 0.._ . 0 W,",. 12F09IN 0,065 se "3.66 0.78 , 248 _ 248 906. 193 7 7 25 5 11 12F-09N 0.065 9N. am ''.,b.78 414 297 .1085 '. 231 0 0 0 0, NYBTG Default. 0.280 sw 15.76 .' "27.99 37 0 '„ 584 °" "'1037 0 0 0 ' 0 ���------GGG 0280 sw .. .15.76 : ,,,:27.99,:::;..". 80,' ' .: 0 1267 2251, " _'... NYBTG Default �", IW 12F-09N 0.065 nw 3.66 0.78 248 212 777 166 124 107 391 83 E2�— NYBTG Default 0.280 nw 15.76 22.37 17 0 265 376 17 0 265 376 11 J0 0.600 r w 33.78 13.92 18 18 622 256 0 0 0 0 C- 16B-50ad ,...OA26- -. 0.00, :.0:00 " 0-' 0 0. 6 0 0 0; : . ,, 0 F,m , 19A-30bsW 0.034 1.61 0.27 1243 1243 1998 „ 330 237 237 „M 361„ M..63 6 c)AED excursion 906 -136 Envelope losslgain 10548 7981 1990 1155 12 a) Infiltration 2381 152 514 33 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 5 1150 Applianoes/other 1 8789 1 1400 Subtotal(lines6 to 13) 12930 18072 2505 3738 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 12930 18072 2505 3738 15 Ductloads 1 34% 6% 4427 1161 34% 6% 858 240 Total room load 17357 11923311 1 3362 3978 Air required(r$n) 960 960186 199 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -t - wr7gFstsoft� Right-Suite®Uriversal 2021 21.0.08 RSU26095 2022-Jan-21 12:55:00 Page 1 FLOW175Birch Roadk75_BirctlRoad_Perrrittirg.np Calc=MJ8 Frond Door faces:NE NEW Right-J®Worksheet Job: 2908 First Date: Jan 14,2022 New York Building Technology Group By: Tom Baccarella 159 Rt 25A Building 1 Suite B,Miller Place,WI 1764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name Foyer IGtrhen 2 Exposed veil 14.5 ft 30.5 it 3 Room height 9.0 It heat ool 9.0 It heaV000l 4 Room dimensions 14.5 x 13.0 It 16.8 x 13.8 It 5 Room area 188.5 ftz 230.3 T Ty Construction U-value Or HTM Area (ft's Load Area (ftp Load number (BtuhAfL°F) (Btuhffl or perimeter (try (Btuh) or perimeter (fl) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool _.m..._..._... 6 2F0 O .5._...,, .. -.... ,._, . - 1 sw 06 ne 3.66 0.78 131 .. .. 343._.._,,..,73.. 0 D _,,.0, " 0 �jI- NIBTGDefault' '0.280 ne, 15.76 22,37 17 " . 0 265 376: 0 0 0 0 D_11J0_ r_._..__ __0.600 ne' x'33.78 13:92 20 20 679 260 0 -":..__-_. .0,.. . ..x_.0, _�w0 W.._.. 12FOsw.. . 0.065. se.. 3.66 0 ..,_._ .0 0_._._ r.- -0 0 _.. 0 0 __ 0 11 12F-Osw 0.065 sw 3.66 0.78 'b.'- 0 0 0 151 134 '- 489: 104 G NYBTG.Defauit_.,-....._ -, µ,-0280-;SwW_,_15.76.. 2799 _ .. _.0" 0 0 0 17 0 " 269 477 W 121`Osa 0.065 nw 3.66 0.78 0 0 0 0 124 105 385 82 NYBTG Default 0280 nw 15.76 22.37 0 0 0 0 0 0 0 0 11J0 0;600 nw 33.78 13.92 0 0 0 0 18 18 622 256 :.16&50acl 0,020 .s 0.00 . _.:OAO 0 . . 0 0 0 - 0 . •. _...'0 F.___- 19A30bsM�_. —0.034 _.-.. — -1.61 .....027 .....,.._189... - -189. 303 50__._,_... 230 230_ _ _370 _ 61_ 71 6 c)AED excursion -15 36 Envelope losstgain 1589 763 2136 1017 12 a) Infiltration 235 15 494 32 b) Room ventilation 0 0 0 0 13 -Internal gains: Occupants@ 230 0 0 0 0 Appliances/other 682 3784 Subtotal(lines6 to 13) 1824 1460 2630 4833 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1824 1460 2630 4833 15 Duct loads 134% 6% 625 94 34% 6% 901 310 Total room load 1 1 2449 1554 1 1 35305144 Air required(dm) 135 78 195 257 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrIgI tsoft- 2022-Jan-21 12:55:00 Right-Suite®Universal 202121.0.08RSU26095 Paget FLOW\75Birch Road\75_Birch Road_Pemtitting.nQ Calc=MJ8 Front Door faces:NE NFW YORK BUILDING Right-JO Worksheet Job: 2908 First Date: Jan 14,2022 New York Building Technology Group By: Tom Baccarella 159 RI25A Bulding 1 Slite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:wvm.NYBTG.com 1 Room name Dining Bath 4 2 E)q)osed wall 14.3 It 6.3 ft 3 Room height 9.0 ft heaftol 9.0 ft heat/ocol 4 Room dimensions 14.3 x 13.8 ft 6.3 x 10.8 ft 5 Room area 195.9 ft' 67.2 ftp Ty Construction U-value Or HTM Area (ftp Load Area (ftp Load number (BtuhlR;°F) (BtuW or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross NIPS Heat Cool Gross N/PIS Heat Cool ___._.., .. -....._..____.. _._ _..._.,_..___,.. _-..--_. _. _,_,... __-__.._.__.._.. n._ .. 6 -fi - 0.065 ne 3.66 0.78 0 0 p -""p` _ __. O -G NYBTG Default0.280 ne15.76 22.37 0 .0 .0 . 0 0 0 0 „ 0 13.92 0 _ 0 0 0 0 0 0 0: W.,..._..12F-0sw...._. -_. 0.065__se„....._3.66... ... 0.78 Q 0 0 0 0 _ 0 0 01 11 :W' 12F Oav 0.065: sky 3.66 0.78 128 ', .48 , _. 175 37 b6 µ 46 -'.169 36 I�--G NYBTG Default 0.280 sw 15.76 27.99 0 0;,, 0 .aY 0 10 0 158„ 280 .NYBTGDeIault._.„- 0280..:sw _.._,1,5.76. .. ..27.98 ..:2251 ., _.._0._.._... 0 IW 12F-Ow0.065 nw 3.66 0.78 0 0 0 0 0 0 0 0 f--G NYBTG Default 0.280 nw 15.76 22.37 0 0 0 0 0 0 0 0 L--D 11J0 0.600 nw 33.78 13.92 0 0 0 0 0 0 0 0 168 50ad,- 0.020 w.--.: ._ 0.00 , ,0.00 0,:,;.: 0 ' 0 0.034...,.-,. ,. . 1.61 ...:0.27 _ 196 1.96 _ ,315_„_..,..,......„..52_......_..__67 ., 67._.... 108 -18 77 .......... • 6 c)AED exoursion 856 78 Envelope losstgain 1757 3196 435 412 12 a) Infiltration 231 15 101 6 b) Roomrentilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianoes(other 682 841 Subtotal(lines 6 to 13) 1988 3892 536 1260 Less edemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1988 3892 536 1260 15 Dudloads 134% 6% 681 250 34% 6%1 184 81 Total room load 2669 4142 720 1341 Air required(dm) 148 207 40 67 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - wrtgl�tsoft� 2022-Jan-21 Right Sute®Uriversal 2021 21.0.08 RSU26095 2022-Jan"2112:55:00Page 3 FLOM75Birch Road\75_Birct Road_Perrritting.rLp Calc=MJ8 Front Door faces:NE NF1Y YDPK BUILDI N` Right-J®Worksheet Job: 2908 First Date: Jan 14,2022 New York Building Technology Group By: Tom Baccarella 159 Rt25A Buldirg 1 Suite B,Miller Place,W11764 Phorm:631-495-0289 Email:Tom@rybtg.00m Web:www.NYBTG.com 1 Room name Bath 3 Bed 1 2 EVosed wall 19.5 ft 30.3 It 3 Room height 9.0 ft heaV000l 9.0 it heaU000l 4 Room dimensions 8.8 x 10.8 ft 1.0 x 230.3 ft 5 Room area 94.1 ft2 230.3 fF Ty Construcfion U-value Or HTM Area (ftp Load Area (ftp Load number (BtuhAt;°F) (BUM or perimeter (ft) (Btuh) or perimeter (18 (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 .. 12F0sN, 0.065 ne 3.66 0.78 t) O; 0,;.,, wy_„,0 ..,_. ...128 ..,_. ._..98- . . .:360 NYBTG Default• " ' 0.280 he 15.76 '22.37 0 0 ". 0 '0 30 '"'0 ? 469 666 .- ' 11J0 0.600.",ne. -33.78 -..:.13.92._ 0 ... 0 0' p 0' 0 ' 0 ,0 W0.065- .06 _ _.. 12F0sw _ __ 05 se... .__3.66 ..0.78 _ 97, _97�`._--_ 52 354 y75 ` '---1�.., 1�._N...-527...,...._112 11 ,.. 12F-Osni, 0.065 sw 3.66 0.78 - - '79 ' 69 2 .'- .- 54 ". 0 Y . 0 '. ,' p .. - 0 NYBTG Default, 0.280 sw 15.76 27.99 10 , 0 158 280 0 • 0 '. - „0 :-0 .NXBTGDefault,..._ 0280._sw_ , ...15.76 -27.99,,,-_, -,0 ..::_.._..0-... ..._,0 ._"._._.. 0:. . ...:_ 0 .._.._...,...0 0 0 W 12F09N 0.065 nw 3.66 0.78 0 0 0 0 0 0 0 0 NYBTG Default 0.280 nw 15.76 22.37 0 0 0 0 0 0 0 0 11J0 0.600 nW 33.78 13.92 0 0 0 0 0 0 0 0 C.,,. ':....'16B-50ad,_,' .,::, '`< : 0.020 .. :, 0.00.' o.00' 0 .'._..,_ ,:0 . ..- _, ,A"'.:.. _ .;:0 .., A-... _...:0:•'..__. 0...• . ....0 _...0.034_-_._ 1.61. .,,.__.0.27_ 94"" 94 ,._._....,151 ._. 25_... _ 230 _230 _370- - --61 6 c)AED excursion 104 -17 Emelopeloss/gain 914 538 1727 899 12 a) Infiltration 316 20 490 31 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Appliances/other 01 1400 Subtotal(lines6 to 13) 1230 558 2217 2330 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1230 558 2217 2330 15 DUdloads 34% 6% 421 36 34% 6% 759 150 Total room load 1652 594 2975 2480 Air required(dm) 91 30 165 124 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. -+{.h wrYgF�tsoYt- 2022-Jan-21 Right-Sute®Uriversal 2021 21.0.08 RSU26095 2022-Jan-2112:55:00Page 4 FLOW175Birch Road175_Birch Road_Permittirg.np Calc=MJB Front Door faces:NE NFW YORK BUII DINS Right-JO Worksheet Job: 2908 �'''°' ' Second Date: Jan 14,2022 New York Building Technology Group By: Tom Baccarella 159 Rt 25A Bulding 1 Suite B.Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com 1 Room name Second Masler Bed 2 Exposed wall 147.0 It 31.0 It 3 Room height 8.8 ft d 8.0 ft heat/ccol 4 Room dimensions 14.5 x 16.5 ft 5 Room area 1133.2 It' 239.3 1112 Ty Construction U-value Or HTM Area (ftp Load Area (ftp Load number (BtuhAt;°F) (Btuhffl or perimeter (tt) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool — 6 _.0.065 ne. ..3.66 .... 0,78 368.. ,...._. 2133" 1034 220.......... ..116: ,,,. ..,86 iE--Gn NYBTGDefauft 0280 .ne 15.76 22.37 85 0:„ 1346 ;-1910. :, 30; 0 469 666 _ 1110" _.....>. 0.600 pe- .:Ao0- 0.00 0 0 . 0 0 0 0 .. _. ... ._.__ __._,..y..___. w. .. W._._.... 12FF0sw�,", 0.065...sew"�—3.66_.,...6 0.78 220.__ .,.220 805_ 172.___. ._132 132 M Y483 M 103 11 W, 12F Osie 0.065_ sw. 3.66 ; 0.78 . 368, 316 '1757 ;247 0 0 0 0 NYBTG Default0.280 sw, 115.76 . ;27.99 52 0 816 1449 "- 0 0 0 0 NXB,T.GDefault.;. -:'.._.........0260.-sw 0.00 . 0.00 _-___.',...,.0 ._m,_:..."..-0--.._..,. ".A... ,.:.._0 W..:'.., .....0 ..0 _.'.. .O. :: 0 IW 12FOsw 0.065 rrw 3.66 0.78 220 220 805 172 0 0 0 0 NYBTG Default 0280 rwv 0.00 0.00 0 0 0 0 0 0 0 0 11,10 0.600 rw 0.00 0.00 0 0 0 0 0 0 0 0 C.,,_,... : 16B 50ad 0.020 y,=;„ '_1.13 M 0.83 ,. 1243 "." ,.:1243 140D.,$, - 1161 -' 239:v 239 _ ". 269 _, 223 F ,_,_, _19A 301�snp_. ._. _. ._<0.034 - 0.00 .,_ 0,00 ..___._..0.. ___...0 0 _.._ _ ____".--o.... ._.__0_ .,_0 ._.__o.._.__._.....o 6 c)AED excursion 0 -118 Envelopeloss(gain 7364 5331 1537 941 12 a) Infiltration 2117 135 446 29 b) Roomventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Appliancestother 5200 1400 Subtotal(lines 6 to 13) 9481 10666 1984 2370 Less eAemal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subt3tal 9481 10666 1984 2370 15 Ductloads 149% 24%1 4609 2550 51% 26% 1006 618 Total room load 14089 13216 2990 2987 Air required(dm) 600 600 127 136 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrwgf�tsoft' 2022-Jan-2112:55:00 Aftk Right-Suite®Universal 2021 21.0.08 RSU26095 Page 5 FLOWV5Birch Road175_BirdLRoad_Pennittirg.np Calc=MJ8 Front Door faces:NE 9 NEW YDRK BUILDING Right-J®Worksheet Job: 2908 I" Second Date: Jan 14,2022 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 WIC Master Bath 2 Exposedwall 17.5 it 12.B ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 7.3 x 10.3 ft 12.8 x 10.3 It 5 Room area 74.3 W 130.7 ft' TY Constuclion U-value Or HTM Area (ft2) Load Area (ft) Load number (Btand-°F) (BtuW or perimeter (il) (Bhfi) or perimeter (ff) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12F-Ow ,0.065 ne,.,., ,."9 -0 .66 '•. .78" ,;i...,_0 _, w 0. ... ...,. 0 __..0.. ....... 0 _._...,_,..0._....,r_ ,0 0 =G NYBTG Default. 0.280 ne 15.76 a 22.37 . 0 0 0' „ , D " • 0 0 0 0 I—D 11J0 0,600_ne_. 9_00 ..i. '0.00 __.:__.0_.._ ._._.,.0 ...,..__.,._P 0 _:_,_, � 9.., „_....4 _.__._u 0 ._--__:. 0 .- -_ '0 W .12FOsm- - -- 0.065_.se. ._, 3.66 _ 0.78 . 62 .... 82 300 64 0.....__ Q.. 0 . _...O 11 W 12F-0sx 0.065 sw 3.66 0.78 58 58 212 45 102 91 333 71 I►. ..G NYBTG Default 0.280 9N 15.76 27.99, 0 0. 0 0 11 - 0 173. 308 _!"..._G-'NYBTG Defauit.::.. _.._0.280 _W� -.._..0.00 0 .._. ,w_..,0 0:,.., "..._0.... . ",. .0. ., ,. _...0.....- :0 _,•._:_ ..,0 W 12F-09w 0.065 nw 3.66 0.78 0 0 0 0 0 0 0 0 E:DGNYBTG Default 0.280 nw 0.00 0.00 0 0 0 0 0 0 0 0 D 11 JO 0.600 rnv 0.00 0.00 0 0 0 0 0 0 0 0 ,61"' 16B-50ad •" ,0.020 -, .1.13 0.93 74 74" 84 69 131 131: •, . . 147 F._,_... 19A-30b.sw, 0.034,.-,.. .,_...0.00.. 0.00 - _. _�, ....0 ... ._. ,.0. ---,--0 -. 0---, _.A ...._..._ 0 -0 6 c)AED excursion -14 89 Envelope loss/gain 596 164 654 590 12 a) Infiltration 252 16 184 12 b) Roomrentilaton 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianmsrother 0 0 Subtotal(lines6 to 13) 848 181 837 602 Lessextemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 848 181 837 602 15 Dud loads 151% 26% 430 47 51% 26% 4251157 Total room load 1278 228 1262 759 Air required(nim) 54 10 54 34 Calculations approved bVACCAto meet all requirements of Manual J 8th Ed. _ -� wr Igrst_soR^ Right-Suite®Uriversal 2021 21.0.08 RSU26095 2022-Jart-21 12:55:00 A Page6 ...FLOM75BirchRoadVS_Blrct Road_Permitting.np Calc=MJ8 Front NFW YORKRight-M Worksheet Job: 2908 s le ui,oiNr Second Date: Jan 14,2022 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.00m 1 Room name Bath 1 Bed 3 2 Exposed wall 10.3 ft 29.5 It 3 Room height 8.0 ft heat/000l 8.0 ft heatl000l 4 Room dimensions 10.3 x 10.3 It 15.8 x 13.8 ft 5 Room area 105.1 ftz 216.6 ft' Ty Construction U-value Or HTM Area (ftp Load Area (M Load number (B1uhAt;°F) (Btuhft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 12FOsry 0.065 ne, :. 3.66 0.78 0 „,,,.,,_0 -... M.O..., .....0_-ry. ....,.0 ...r .._.,_,p 77- - __ m..0 'NYBTG Default ' 0,280 ne 15.76 22:37 0 0 ` -0 0 0 "`0 0 0 .0.600 _ne_ ._0.00,'....:0.00.., p 0 p..•' 0. p . 0 .. 0 .M_ _ 0 W__ 12FOsw -._._. .. .._ _0.065..se„_ .._.3.66 _._ .0.78 _..,......0 .__.: .. .0 _0......._ 0 0- 0 0 0 11 _W 12F-'O 0.065 sw. 3.66 0.78 82 76 26p 55 126 ' 96 ".. 352""W rv�75 NYBTG Default 0.260 9N 15.76 27.99 11 0 173 308 30• , 0 469 '833 ! G.N1BT.G.De1;sult.._,.,._.. __0280 _SN. -,: '0.00 0.00:_.._ 0;_:.�'_..,...0".....,,_:., 0 : _.,_0..._.-... .0._:......:r_.0..-._w._.:..0.. ;..-,_.,0 W 12F-09m 0.065 nW 3.66 0.78 0 0 0 0 110 110 403 86 LsNYBTG Default 0280 nW 0.00 0.00 0 0 0 0 0 0 0 0 -- ...,. .11, . 0.600 _ nw ....._.0.00. ...._0.00. 0... 0 0 0 0 0 0 0 _. _.__ C 16&SOad. '. 0.020 , r.::,...` . ...1.13 „0.93 105 105 118,. 98' ,. 21,7 217 : _.,;244. .`,,.202 _F 19A-30bsnp . . .._._..-__ ...,0.034 -0,00 ....._0.00_ . - -.._0 ._.._.....-.0. _ ..._0 0 ° 6 c)AED exwrsion 92 152 Envelope losstgain 552 554 1468 1348 12 a) Infiltration 148 9 425 27 b) Room wntilation 0 0 0 0 13 Intemal gains Occupants @ 230 0 0 0 0 Applianoes(other 0 1400 Subtotal(lines6 to 13) 1699 563 1893 2776 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 699 563 1893 2776 15 Ductloads. 51% 26% 355 147 51% 26%1960 723 Total room load 1054 710 2853 3499 Air required(dm) 45 32 121 159 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -Fid- wrlgtitsoft 2022-Jan-2112:55,00 A& Right-Safe®Universal 2021 21.0.08 RSU26095 Page 7 FLOM75 Birch Roadk75_Birch Road_Permittirg.np Calc=MJ8 Front Door faces:NE NFW YORK BUILDING Right-JO Worksheet Job: 2908 Second Date: Jan 14,2022 New York Building Technology Group By: Tom Baccarella 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 Bed 2 Hall 2 E)posed wall 33.8 ft 0 ft 3 Room height 8.0 It heaH000l 8.0 It heaVcool 4 Room dimensions 1.0 x 263.2 It 1.0 x 104.1 It 5 Room area 263.2 W 104.1 ft' Ty Construction U-Value Or HTM Area (ftp Load Area (ftp Load number (Btuh4F--°F) (Btuh&) or perimeter (ft) (Btuh) or perimeter (fl) (Btuh) Heat Cool j Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12FOsw�'_._.- ---�-._..__,_ 0.065 ne"�•'--3.66�- 078 154 124�;._--455.' ' 97 0 0 0 0 L- NYBTG Default 0.280 'ne 15.76 22.37 - .30 0 469 666 0 0 0 0 11J0 0.600•_ne:. __. .0:00 0.00 MO _ '..' 00O 0 -•- 0 0 W_._ 12FL09N _.. -_.. 0.065_se. .----3.66 .._..0.78 ... ._6._._........6 . ,. ,.. -, .. ..,,.:5 _ 0 0 0.. _ _0 11 W -12F-09W 0.065 sw 3.66 0.78, 0. , , •. ,0 0 0 0 0 _... 0_... - __-0 �--C NYBTG Default. 0.280 •sw 15,76 27.99 0 0 0 0 0 0 0 0 G;NYBTGDefault..:._.. : :.._.._.._,.0.280._sw- ,,._:_0.00, 0.00:.,. ._... 0...,,.'_..,:..,..0... 0.•..._,_: ..0,,..,_...;,.,.:0 .. ._...0. ..c-., A,..:.: IW 12F09w 0.065 rnv 3.66 0.78 110 110 403 86 0 0 0 0 I--ti NYBTG Default 0.280 rw 0.00 0.00 0 0 0 0 0 0 0 0 �D 11 JO 0,600 my 0.00 0.00 0 0 0 0 0 0 0 0 C. .1.6B,50ad. - 0.020 t,, 1.13 :'.0.93 ;''263:: 263 296 "246 104 104117 _.0.034 _._0.00 .. ro 0,00 0 0 . . _ 0 0 0 Q__._.._ 0 71 6 c)AED e).ursion -121 -43 EnvelopeloWgain 1645 978 117 54 12 a) Infiltration 486 31 0 0 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Applianoesrother 1400 500 Subtotal(lines6 to 13) 2131 2409 117 554 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2131 2409 117 554 15 Ductloads 151% 26% 1081 628 51% 26% 59 144 Total room load 3212 3037 177 698 Air required(dm) 137 138 8 32 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. _ wrigF�tso Ft 2022-Jar}21 12:55:00 Rigtt-Suite®Urrversal 2021 21.0.08 RSU26095 . A Page ...FLOWV5Birch RoadV5_Birch Road_Permiting.rLp Calc=MJ8 Front Door faces:NE NEW YORK IB UI+.DINl; Right-J0 Worksheet Job: 2908 Second Date: Jan 14,2022 New York Building Technology Group By: Tom Baccarella 159 Rt25A Building 1 Suite B,Miller Place,WI 1764 Phone:631-495-0289 Email:Tom@rrybtg.cemWeb:wwa.M'BTG.cem 1 Room name Upper Foyer 2 Exposed well 12.3 ft 3 Room height 8.0 ft heat/cool 4 Room dimensions 12.3 x 9.0 ft 5 Room area 0 fP Ty Construction U-value Or HTM Area (ftp Load Area Load number (Btuhk-'F) (Btuh/fP) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool _._ _. .._ _ __ .. -_.,.__.... ..... ___. .._—. __..___._ . __._..,...__. __,._ ..._.._. .__.. I.--.---,-- 6 — _ 6 12FOsw' 0.065 .ne 3.66 0.78 98.. 72 - 264 - 56mm' - NYBTG Default 0280 ne. 15.76 22.37 26• 0 407 ". 578 11:10 __...- _- .------• 0.6Q9-.n!U—-- 0.00 0.00 0 0 '0 0 _.T_ _,.—.—_-.--- _- u___.__.._._.___ W 12F-09w 0.065 se 3.66 0.78 0 0 0____..__._0.._-. 12F-0sw__ -0.065` yw., , _3.66 0.78 . b ..'0 -'0" ,0., .._, „.. NYBTG Default 7.99 .,NYBTGDefault-.._..__ 0280_,sk. ., 000 ?000._.' 0.-: .....0 IW 12F-09m 0.065 rw 3.66 0.78 0 0 0 0 GNYBTG Default 0.280 nw 0.00 0.00 0 0 0 0 11J0, 0.600 nw 0.00 0.00 0 0 0 0 16 'Wa : 0.020 -,. ,. _1.13 ,c;, 0.83 110.. 110 .124 F 19A 30bsnp 0.034 ....:._.._._ ._0.00" 0.00. 0 _.._. 0 ... ....., 0 6 c)AED exarsion -37 Envelope loss/gain 796 701 12 a) Infiltration 176 11 b) Room ventilation 0 0 13 Internal gain& Occupants@ 230 0 0 ApplianoWother 500 Subtotal(lines 6 to 13) 972 1212 Less exfemalload 0 0 Lesstransfer 0 0 Redistribution 0 0 14 Subtotal 972 1212 15 Duct cads 30% 7%1 293 86 Total room load 1265 1298 Airrequired(dm) 541 59 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. f}f wrOghtsofte 2022-Jan•2112:55:00 "&A "`"'- RIgM-Suite®Uriversal 2021 21.0.08 RSU26095 A Page 9 FL01M75 Birch Road\75_Birch_Road_PerdtUrg.np Calc=MJ8 Front Door faces:NE kN First Floor 103 cfm 103 c Bath 4 Bath 3 67 cfrn " Dining 6" Kitchen 128 cfm 91 cfm 960 7" 8 cfm „ 9 cfrn TBed 1 Foyer 6 Living m 9 Job#: 2908 New York Building Technology Group Scale: 1 : 82 Performed by Tom Baccarella for. Page 1 75 Birch Road-Southold,NY 159 Rt25A Bolding 1 Suite B RightStiite®Universal 2021 150 Blossom Lane Miller Place,NY 11764 21.0.08 RSU26095 Southold,NY 11971 2022-Jan-21 12:55:09 Phone:(631)7658405 Phone: X95-0289 ...oad\75_13rch_Road_Permitting.rup scottmckaysouthold@gmail.com vvwwNYBTG.00mTom@nybtg.com kN Level 2 14" 14 Path 1 WIC Master Bath 79 cfrn 79 cfrn 54 ctn 54 cfm c Bed 3 6" 7" 16x10 7 ii lox 1016x10 12x10 10x10 Hall 6 600 ftn 7 11711711 32 cfm Master Bed 59 cfm Bed 2 68 cfm 68 cfrn Upper Foyer 69 cfm 69 cfrn Job#: 2908 New York Building Technology Group Scale: 1 : 82 Performed by Tom Baccarella for. Page 2 75 Birch Road-Southold,NY 159 Rt 25A l3uidi rg 1 SLite B RightSUite@ Universal 2021 150 Blossom Lane Miller Place,NY 11764 21.0.08 RSU26095 Southold,NY 11971 Phone:631-495-0289 2022-Jan-21 12:55:09 Phone:(631)7655405 wwwNYBTG.00m Tom@nybtg.com oad175_Brch_Road_Permitting.rup scottmckaysouthold@gmall.com Duct System Summary Job: 2908 NEWBUILDING Date: Jan 74,2022 ° °°` First By. Tom Baccarella New York Building Technology Group 159 Rt 25A BUldirg 1 Shite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com For: 75 Birch Road-Southold,NY,Scott McKay 150 Blossom Lane,Southold,NY 11971 Phone:(631)765-8405 Email:scottmckaysouthold@gmail.com Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.41 in H2O 0.41 in H2O Available static pressure 0.19 in H2O 0.19 in H2O Supply/return available pressure 0.135/0.053 in H2O 0.135/0.053 in H2O Lowestiriction rate 0.064 in/100ft 0.064 in/100ft Actual air flow 960 cfrn 960 cfm Total effective length(TEL) 296 ft • • i - • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat Ln(ft) Ln(ft) Trunk Bath h 1652 91 30 0.074 6.0 OX 0 VIFx 6.5 175.0 st1 Bath c 1341 40 67 0.071 6.0 Ox 0 VIFx 15.0 175.0 st1 Bed 1 h 2975 165 124 0.071 8.0 OX 0 VIFx 15.3 175.0 st1 Dining. c 2071 74 103 0.066 6.0 Oxo VIFx 27.8 175.0 st1 Dining-A c 2071 74 103 0.067 6.0 Oxo VIFx 35.5 165.0 st1 Foyer h 2449 135 78 0.064 7.0 Oxo VIFx 36.8 175.0 st1 Kitchen c 2572 98 128 0.068 7.0 Oxo VIFx 38.0 160.0 st1 Kitchen•A c 2572 98 128 0.073 7.0 Ox 0 VIFx 45.0 140.0 st1 Living c 1989 93 99 0.088 6.0 Ox 0 VIFx 47.3 105.0 st1 Living-A c 1989 93 99 0.067 6.0 Ox 0 VIFx 49.5 150.0 st1 • • - 610' Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 PeakAVF 960 960 0.064 728 14.9 10 x 19 ShtMeti 016t. • Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (drn) (dm) (ft) FR (fpm) (in) (in) Opening(in) Mat Trunk rb2 Ox 0 960 960 84.0 0.064 688 16.0 Ox 0 ShMt wrightsoft® 2022-Jan-2112:55:00 Right-SUte®Universal 202121.0.08 RSU26095 Page 1 FLOW\75Birch Road\75_Birch Road_Permittirg.np Calc=MJ8 Front Door faces:NE Duct System Summary Job: 2908 NEW YOFK �BUILDING Date: Jan 14°2022 ���o ° "' Second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Brilding 1 Srite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tam@rrybtg.com Web:wmv.NYBTG.com • • • For: 75 Birch Road-Southold,NY Scott McKay 150 Blossom Lane,Southold,NY 11971 Phone:(631)765-8405 Email:scottmckaysouthold@gmail.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.19 in H2O 0.19 in H2O Supply/return available pressure 0.117/0.073 in H2O 0.117/0.073 in H2O Lowest fiction rate 0.045 in/100ft 0.045 in/100ft Actual airflow 600 cfin 600 cfm Total effective length(TEL) 422 ft • • 8",8" ,an,q Deta'I.T�ble Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mal Ln(ft) Ln(ft) Trunk Bath 1 h 1054 45 32 0.052 6.0 OX 0 VIFx 10.3 215.0 st3 Bed 2 C 1518 68 69 0.050 7.0 OX 0 VIFx 27.5 205.0 st3 Bed 2-A c 1518 68 69 0.045 7.0 Ox 0 VIFx 35.8 225.0 st3A Bed 3 C 1750 61 79 0.054 7.0 Ox 0 VIFx 22.8 195.0 st3 Bed 3•A c 1750 61 79 0.054 7.0 Ox 0 VIFx 28.3 190.0 st3A Hall c 698 8 32 0.050 6.0 Oxo VIFx 7.8 225.0 st3 Master Bath h 1262 54 34 0.052 7.0 Ox 0 VIFx 8.5 215.0 st5 Master Bed C 1494 64 68 0.052 7.0 OX 0 VIFx 20.0 205.0 st5 Master Bed-A c 1494 64 68 0.053 7.0 Ox 0 VIFx 26.3 195.0 st5 Upper Foyer C 1298 54 59 0.048 7.0 OX 0 VI FX 12.5 230.0 st3 wlc h 1278 54 10 0.056 6.0 Ox 0 VIFx 18.5 190.0 st5A • • i - • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 PeakAVF 365 420 0.045 503 11.7 10 x 12 ShtMeti st2 st2 PeakAVF 600 600 0.045 540 13.4 10 x 16 ShtMeti st3A PeakAVF 129 148 0.045 214 7.9 10 x 10 ShtMeti st3 st5' PeakAVF 235 180 0.052 339 9.1 10 x 10 ShtMeti st2 st5A PeakAVF 54 10 0.056 78 5.2 10 x 10 ShtMeti st5 wrightsoft® 2022-Jars-2112:55:00 Right-Sute@Uriversal 202121.0.08RSU26095 Page2 FLO +� ... 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MADEFM4 Ell I ADDITIONAL 01 WIA JEW WAN ®m • • - , . rte=;, .� -a m 0,WORMS . ���uFolK�oGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT a Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�0• �a� r Telephone(631)765-1802 Fax(631)765-9502 hLtps://www.southoldtoiA=.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: FEB 2 S 2022 BUILDING DEFT. Applicafions and forms must be filled out in their_entirety.Incomplete TOWN OF$OUTHOLD applications will"not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Pa 2)shall be completed.' Date: OWNER(S)OF ROPER s Name: �, !L� V- I SCTM#1000- — a — a Project Address: S 0 ( � � Phone#: � Email: Mailing Address: 1�76 / v O l CONTACT PERSON:,: 'e4 1D Name: Mailing Address: Phone#: Email: `DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: 41,2 �� f Phone#: C —Z-/ Email: CONTRACTOR INFORMATION: Name: �,���` Mailing Address: pp Phone#: Email: DESC ION OE PROPOSED CONSTRUCTION = , ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ P-1-0 Will the lot be re-graded? P6es ONO Will excess fill be removed from premises? ❑Yes o 1 PROPERTY INFORMATION Existing use of property: Intended use of property: `,�� [��cad d..//ovrd-- Zone or use district in which premises is situated: Are there any covenantts�W restrictions with respect to this property? ❑Yes Lt1V.o IF YES, PROVIDE A COPY. 13 Me&Bdk After Reading:`The owner%contractor/design profgssional is responsible for all drainageAnd 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 odor 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 Gass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law..- Application aw..Application Submitted By(print name): ��o l� G` °� ❑Authorized Agentcaner Signature of Applicant: ' Date: /17,/1"2,2- STATE OF NEW YORK) SS: COUNTY OF ��C ) �W being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above,named, (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 20 2A Notary Public aytnTe'oc Dawn Johnson :'NoraRv'.. Notary Public,State of New York PROPERTY OWNER AUTHORIZATION �uouc '`=N0O1J®63n053 Suff 'Qualified in Sufifolis County (Where the applicant is not the owner) Commission Expires 10/11/20.Li I, residing at do hereby authorize to apply on my behalf the Town of Southold Building Department for approval as described herein. wner's Signat a Date Print Owner's Name 2 o�SUFFoc t�oG TOWN OF SOUTHOLD-BUILDING DEPARTMENT 3o y2 w x Town Hall Annex 54375 Main-Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowmy.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only W/ 1E PERMIT NO. Building Inspector: SEP 2022 L BUILDING DEPT Applications and forms must.be filled out in their entirety.Incomplete TOWN OF SOUTHOLD applications will not be accepted. Where.the Applicant is not the owner,an Owner's Authorization form,.(Page 2)shall be completed. Date: OWNERS)OF ROPER ' Name: SCTM#1000- . ,... -L _-.-_.--__.__.___...__. Project Address: Phone#: ` - � - �v��7 __._. ..__...__ Email: e-1 6r_. __ . _ 1 Mailing Address: ,��c,, v CONTACT.PERSON:.. . Name: Mailing Address: Phone#: _ Email: f!� _ !,� aza if _.._ 6L__.p e L o. _ _ --.. DESIGN PROFESSIONAL,INFORMATION: Mailing Address: _.O_V._ _ .r��.-- ___.__..__ .���.. .._. -01._..lf. .D Phone# J I ......... .v.___�.___ .__. Email: .4f- --/ CONTRACTOR INFORMATION:.,,-.. Name: Mailing Address: e Phon #: -- Emai - h3.. _.-- � .. ._...__-..7�e t . _moo.1-9 CZ ,e - _._!5;-V166- _l DESCRIPTION'OF PROP SED,CONSTRUCTION ❑New Structure VAddition ❑Alteration []Repair ❑Demolition Estimated Cost of L!�ect: ❑Other���[C�gc�c.��t®� � __�:�w'i'aor.� $ �,�� Will the lot be re-graded? ❑Yes)ZNo Will excess fill be removed from premises? ❑Yes ;Plo 1 PROPERTY INFORMATION'; Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ONO IF YES, PROVIDE A COPY. ❑ 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 construcfion,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: Application Submitted By(print name): 9®��M c,(�r�-c� ❑Authorized Agent ❑Owner Signature of Applicant: Date: CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 Qualified in Suffolk County COUNTY OF Commission Expires April 14,2 �- being duly sworn, deposes and says that (s)he is the applicant (Na o dividual signing contract)a liove named, (S)he is the 660 h w � (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 Q � _`_ day of f ! , 20 Q l� , ' Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 -11 11 A _ _ _ ! I A-91 •■ !' 11I� /1 I J-IA BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD s a Town Hall Annex- 54375 Main Road - PO Box 1179 Ze yc Southold, New York 11971-0959 Telephone (631) 765-1802- FAX(631) 765-9502 ro err(&southoldtownnv.gov- seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION s ELECTRICIAN INFORMATION (AIC information Required) Date: Z-- Company Name: N A;,-r C f .Co,-Jtr r E,1 ;L, i r✓c . Name: d�✓�/fit c/� License No.: /4 T -, 5"Z Z 0 email: a N )44;,,� e/&-c d-i c .v 6AW."I /ofPhone No: 3/ L193-Y.,"0- WKequest an email copy of Certificate of Compliance Address.: . 7 5'7- a 41 N� f}ve- X36//�A%/ti 1v // 7A� JOB SITE INFORMATION (All Information Required) Name: /Y?C /(,�v Address: 5 7-7 776A177 Cross Street: Phone No.: / C7 G 2 699 3 C Bldg.Permit#: Z. email: Tax Map District: 1000 Section: Block: 7, Lot: JE BRIEF DESCRIPT ON OF WORK(PI ase Print Clearly) Check All That Apply: gs� `� u l�� ��� "��,, Is job ready for inspection?: []YES 2140 ❑Rou� In �❑F' al Do you need a Temp Certificate?: XYES ❑NO Issued On -PA-A Temp Information: (All information required Service Size M1 :i)) 9 Ph F-13 Ph Size:aA #Meters Old Meter# ]KNew Service ❑ Service Reconnect ❑ Underground M Overhead #Underground Laterals ❑1 ❑2 ❑H Frame❑Pole Work done on Service? ❑Y tNI Additional Information: PAYMENT DUE WITH APPLICATION b cL�C-I�e C- Electrical Inspection Form 2020.xlsx Ce�s w W 0-daCct.1T ��� � Iln � ll ld/ � ,. DEL®SAF t, ; �: 2 '� �� DING DEPARTMENT-Electrical Inspector �OFSO� TOWN OF SOUTHOLD h%wn Hall Annex-54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ® Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.clov- seandO-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: j 2, d 2 Company Name: Anything Electrical & Contracting Inc. Electrician's Name: Donald Welch License No.: ME-5220 Elec. email:anythingelectricny@gmail.com Elec. Phone No: 631-433-8602 01 request an email copy of Certificate of Compliance Elec,Address.: 1520 Pine ave Bohemia, Ny 11716 JOB SITE INFORMATION (Ail Information Required) Name: %'je /<,A Address: ` j 1 r c Cross Street: Phone No.: ise- Bldg.Permit#: L/7 (o Z t`� email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): oo A4 Sq a Footage: Circle All That Apply: Is job-ready for inspection?: YES❑NO ough In FIFinal Do you need a Temp Certificate?: [-� YES PENO 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 0 1 M2 F1 H Frame M Pole Work done on Service? El Y N Additional Information: PAYMENT DUE WITH APPLICATION I ^ r R-7 �4 a ��p�A cOGy.► BUILDING DEPARTMENT-Electrical Inspector o < TOWN OF SOUTHOLD W Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802 Temporary Certificate # Date 1Z& 2022 Customer Name M6 KAV Electrician Name Address . Phone 4A!J/AA" e-110�1,rf,*IAM Gwc, e-mail e-mail Phone License# S7.Z00 MAIL Size . A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Metet# 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 r om the date a ve. Authorized by F-A DING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD BUILDINGOW. 01:-90UW4%wn Hall Annex- 54375 Main Road - PO Box 1179 l Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrC@-southoldtownny.gov — seandp_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: t -Z Company Name: Anything Electrical & Contracting Inc. Electrician's Name: Donald Welch License No.: ME-5220 , . Elec. email:anythingelectricny@gmaii.com Elec. Phone No: 631-433-8602 211 request an email copy of Certificate of Compliance Elec. Address.: 1520 Pine ave Bohemia, Ny 11716 JOB SITE INFORMATION (All Information Required) Name: y Address: C cA/ Cross Street: Phone No.: Bldg.Permit L/7 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): wig SvG�' oe SqpfeFootage: Circle All That Apply: Is job ready for inspection?: dYESF-I NO [DIR/ough In Final PDo you need a Temp Certificate?: YES NO Issued On Temp Information: - (All information required) Service SizeEll Ph[:]3 Ph Size: A # Meters Old Meter# New Service[]Fire Reconnect[]Flood Reconnect®Service Reconnect OUnderground[]Overhead it I Indem.ground Laterals M I F19 F-1 H Fra- me F-1 Pple Work done on Service? Y. �N Additional Information: PAYMENT DUE WITH APPLICATION k 5 q0 4 -) Lo-,? v 4 PERMIT 9 Address: Switche '01-11" I / Outlets GFI's I I Surface 1 Sconces H H's 1 I UC Lts I Fans Fridge HW e 1 (� Exhaust I Oven WAD Smokes P DW Mini 4 Carbon Micro Generator Combo Cooktop Transfer 11. AC AH Hood Service Amps Have Used Special: Comments 'r 4 2-60 First International Title Agency, Inc. 633 East Main Street,Suite 3, Bldg. 2 Riverhead, New York 11901 TITLE NUMBER: NY4351-01 Town of Southold, New York Gentlemen: FIRST INTERNATIONAL TITLE AGENCY, INC. hereby certifies to the Town of Southold that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk disclose no other further conveyance of any of the foregoing lots other than ---- as set forth. ---- --- -- ---- FIRST INTERNATIONAL TITLE AGENCY, INC. certifies that a search of the above captioned property has been made from 1957 and that the premises have been in single'and separate ownership of Shawn A. Murphy and Michael B. Murphy, Co-Executors of the Estate of Ann Murphy Phillips a/k/a Ann P. Murphy Phillips a/k/a P. Murphy,deceased,who died a resident of Suffolk County on 4/5/2018. Surr File#2018-2534,and his/her predecessors in title and has not been held in the same name or title as any adjoining lot since prior to 1972. (See attached chains of title) No searches have been made other than stated above.This Company's liability shall only be to the party to whom it is certified and liability shall, under no circumstances,exceed the amount of$5,000.00. No policy of title insurance can be issued based upon the information contained herein. Dated: November 9,2020 FIRST INTER L TI LE AGE NC. Andrea Williams Sworn to before me this 9th day of November, 2020 Notary Public JUNE SCOTT Notary Public,State of Now York NO.09 SC4793043 Qualified in Suffolk County Teem Expires May 39,20 PAGE 1 633 East Main Street,Suite 3, Bldg. 2, Riverhead, New York 11901(631) 953-4885 Fax(631).953-4889 Title Number NY4351-01 STATE OF NEW YORK)ss: COUNTY OF SUFFOLK) Andrea Williams, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-059.00-02.00-022.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 1957. SUBJECT PREMISES: 1000=039:00-02.00-022.000 ----"- --- Arthur W. Hahn,Jr. Dated: 5/26/1951 To Recd: 6/11/1951 Mary E. Kennedy Liber 3225 cp 228 (premises and more) Mary E. Kennedy Dated: 3/30/1965 To Rec'd: 4/1/1965 James A. Phillips Liber 5722 cp 424 (premises and more) James A. Phillips Dated: 10/24/1966 to Recd: 10/25/1966 James A. Phillips and Josephine Phillips, his wife Liber 6057 cp 31 (premises and more) FIRST INTE A 0 TITLE AGE INC. Andrea Williams Sworn to before me this 91h day of November, 2020 Notary Public Notary Public,State of New York NO.018C47930t13 Qualified in Suffolk County T®rm Expires May 31,20--a3 PAGE 2 633 East Main Street,Suite 3, Bldg.2, Riverhead, New York 11901(631)953-4885 Fax(631)953-4889 Title No. NY4351-01 Ann Murphy Phillips,as Executor ofthe.Estate of Dated: 7/2008 James A. Phillips,deceased Rec'd: 8/8/2008 To Liber 12561 cp 48 Ann Murphy Phillips Shawn A. Murphy and Michael B. Murphy,Co-Executors of the Estate of Ann Murphy Phillips a/k/a Ann P. Murphy Phillips a/k/a P. Murphy,deceased,who died a resident of Suffolk County on 4/5/2018. Surr File#2018-2534. LAST OWNER OF RECORD PREMISES NORTH: 1000-059.00-02.00-027.000 Arthur W. Hahn,Jr. Dated: 5/26/1951 To Recd: 6/11/1951 Mary E. Kennedy Liber 3225 cp 228 (premises and more) Mary E. Kennedy Dated: 3/30/1965 To Recd: 4/1/1965 James A. Phillips Liber 5722 cp 424 (premises and more) James A. Phillips Dated: 10/24/1966 to Rec'd: 10/25/1966 James A. Phillips and Josephine Phillips, his wife Liber 6057 cp 31 (premises and more) James A. Phillips,as surviving tenant by the entirety Dated: 1/7/1972 To Rec'd: 1/13/1972 James F.Connors and Anne Connors, his wife Liber 7086 cp 259 James F.Connors and Anne Connors, his wife Dated: 7/9/1974 To Recd: 7/24/1974 Jan T. Berse Liber 7681 cp 119 FIRST INTERN I/TITLE C. A rea ams Sworn to before me this 9th day of November, 2020 NotaryPublic ©[ar'Public State of New York NO.0180.4793043 Q1l811fled in 8ufrolk County Term Expires May 31,20_Qp—�) PAGE 3 633 East Main Street,Suite 3, Bldg. 2, Riverhead, New York 11901(631)953-4885 Fax(631) 953-4889 Title No. NY4351-01 Jan T. Berse Dated: 7/16/1979 To Recd: 7/23/1979 Daniel L.Araoz and Dorita C.Araoz Liber 8663 cp 37 Daniel L.Araoz and Dorita C.Araoz Dated: 10/5/1987 To Rec'd: 11/19/1987 Dorita C.Araoz Liber 10473 cp 499 Dorita C.Araoz Dated: 7/30/2003 To Rec'd: 8/23/2003 Leon D.Araoz a/k/a Lee D.Araoz, Liber 12268 cp 248 As Trustee for the Dorita C.Araoz Irrevocable Trust dated 7/30/2003 Leon D.Araoz a/k/a Lee D.Araoz, Dated: 11/19/2019 As Trustee for the Dorita C.Araoz Rec'd: 12/30/2019 Irrevocable Trust dated 7/30/2003 Liber 13042 cp 45 To Leon D.Araoz a/k/a Lee D.Araoz And Nadine Araoz,tenants in common Leon D.Araoz a/k/a Lee D.Araoz Dated: 12/27/2019 To Recd: 12/30/2019 Nadine Araoz and Robert Beuka, Liber 13042 cp 46 Married couple LAST DEED OF RECORD PREMISES WEST: 1000-059.00-02.00-024.001 Arthur W. Hahn,Jr. Dated: 10/17/1947 To Recd: 10/27/1947 Henry Metzendorf,Jr.and Dorothy C. Liber 2768 cp 227 Metzendorf, his wife (part of premises) FIRST INTERN T TE AGE C NC. drea illiams� Sworn to.before me this 91h day of November, 2020 Notary Public UNE SCOTT Noicary Public,State of Now York NO.09 SC793043 Qualified In Suffolk County PAGE 4 Term Expires May 31,20__�,ll 633 East Main Street,Suite 3, Bldyg. 2, River ead, New York 11901(631) 953-4885 Fax(631) 953-4889 Title No. NY4351-01 Arthur W. Hahn,Jr. Dated: 5/11/1948 To Rec'd: 6/1/1948 Henry Metzendorf,Jr. and Dorothy C. Liber 2832 cp 81 Metzendorf, his wife (part of premises) Arthur W. Hahn,Jr. Dated: 2/23/1954 To Rec'd: 2/25/1954 Henry Metzendorf,Jr. and Dorothy C. Liber 3656 cp 104 Metzendorf, his wife (part of premises) Henry Metzendorf,Jr. and Dorothy C. Dated: 2/26/1977 Metzendorf, his wife Rec'd: 3/2/1977 To --- — ---_- ---Liber 8198 cp 520 - -- Everett J.Swenson and Alice A.Swenson, his wife Everett J.Swenson and Alice A.Swenson, his wife Dated: 1/10/1986 To Rec'd: 2/6/1986 Christopher J. McKenna and Ann L. McKenna, his wife Liber 9973 cp 579 Christopher J. McKenna and Ann L. McKenna, his wife Dated: To Rec'd: 1/26/2006 Sharon A.Goldsmith, Patricia Knatz, Liber 12432 cp 849 Theresa Ott,Sharon A.Goldsmith,trustee of the Christopher J. McKenna and Ann L. McKenna Asset Management Trust dated 11/29/2005 for the benefit Of Christine McKenna, all equal tenants Sharon A.Goldsmith, Patricia Knatz, Dated: January 13,2012 Theresa Ott,Sharon A. Goldsmith,trustee of the Recd: 2/6/2012 Christopher J. McKenna and Ann L. McKenna Asset Liber 12684 cp 232 Management Trust dated 11/29/2005 for the benefit Of Christine McKenna, all equal tenants To Glenn McCarty and Theresa McCarty, husband and wife LAST DEED OF RECORD FIRST INTERL TITL AGEN , I ndrea Williams Sworn to before me this 9th day of November, 2020 Notary Public JUNE SCOTr Notary Public,State of New York NO.01 SC4793043 Qualified in Suffolk County Term Expires May. 31,20L. =-12> PAGES 633 East Main Street,Suite 3, Bldg. 2, Riverhead, New York 11901(631) 953-4885 Fax(631) 953-4889 y Title No. NY4351-01 PREMISES EAST: BIRCH ROAD PREMSIES SOUTH: CHESTNUT ROAD FIRST INTERNI TITLE/AGNC , ea ' lams (,!/ Sworn to before me this 9th day of November, 2020 JUNE SCOTT Notary Public Notary Public,State of Now York NCS.01 SdA793043 Ouallfied In Suffolk County PAGE 6 Terni Expires May 31,20 3 633 East Main Street, Suite 3, Bldg. 2, Riverhead, New York 11901 (631) 953-4885 Fax(631)953-4889 ........ .... '�" i c � a, _ � ._ ��__,__r . �� 0✓zeA.. — ---,. t �" � ,�, I '` ✓ ^I I .� ,� f �� t �� �' � y � �r 1 I .� 1 TOWN OF SOUTHOLD, NEW YORK DATEJu1Y I„Q,,,, 1970 ACTION OF THE ZONING BOARD OF APPEALS `Alrped No. 1358 Dated July 12, 1970 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To James Phillips Appellant Wesland Road Southold, New York at a meeting of the Zoning Board of Appeals on July 30, 1970 the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance (X) Request for a variance to the Zoning Ordinance 1. SPECIAL EXCEPTION.By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article .................... Section Subsection paragraph .................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be oonfirmed because 9:00 F.Ii. {E.S.T.), upon application of James Phillips, Wesland Road, Southold, New York, for a variance .in accordance with the Zoning Ordinance, Article III, Section 303, and Article X, Section 1000A, for permission to divide lot with insufficient area. Location of property: Chesnut, Birch, & Wesland Roads, Southold, New York, bounded north by Wesland Road, east by Birch Road, south by Chesnut Road, west by H. Metzendorf. 2. VARIANCE. By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SEE REVERSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SEE REVERSE and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) be confirmed ( ) be reversed. SEE REVERSE APPZ.RLrOOVEDZONING BOARD OF A PEALS FORM ZB4 `qefv M �arjjoDmot Secretary Appeals Southold Town Board of Appeals After investigation and inspection the Board finds that the applicant requests permission to divide lot with insufficient area located Chesnut, Birch and Wesland Roads, Southold_ , New York. The applicant would be agreeable to an even division. The Board finds that strict application of the Ordinance would produce practical difficulties or unnecessary hardship; the hardship created is unique and would not be shared by all properties alike ' in the immediate vicinity of this .pr6perty and in the •same use district; and the variance will not change the- character-of the neighborhood and will observe the spirit of the Ordinance. THEREFORE, IT WAS RESOLVED James Phillips, Wesland Road, Southold, New York, be GRANTED- permission to divide lot with insufficient area .located at Chesnut, Birch and Wesland Roads, ., Southold, .New,Yor.k, with. the following condition.st 1. Birch Road frontage on the part -of the lot to be set off shall be 119.75 ft. instead of 113.44 ft. The north line shall commence 119.75 ft. from the intersection of Birch and Chesnut and proceed at right angles to lot line separating applicantIs property from property next door. Vote of the Board: Ayes:- Messrs: Gillispie, Bergen, Hulse, Grigonis. S.C.T.M. N0. DISTRICT. 1000 SECTION: 59 BLOCK: 2 LOT(S):22 REVISED 09-22-21 REVISED 01 -25-22 CONCRETE WASH OUT AREA IN BED OF PROPOSED DRIVEWAY. DWELLINGS SILT FENCE ALONG W/PUBLIC WATER LAND N/F OF I PROPOSED LIMIT 150' LEON ARAOZ OF DISTURBANCE t 9400 S.F.f REBAR 147°49'4 'E\ I 91.50' EBAR I � / CL 38.0 MON. EL 38.9 I PROPOSED 6.9's STAGING AREA 46—� :77J DRY WELL AND CONSTRUCTION z /8'DUu1B'DEEP(A I ENTRANCE 4I 40 \L Cl)_ Z �N°. I / 4 1 1 -P PROPOSED �� p 44 / / � DRIVEWAY �o 1 W9M STOOP O A DWELLINGS �0,� 4'x4'(40.0)�� �1 W/PUBLIC WATER 1118' WATER LINE _ O 150, I 12.0' :::::27;5':::;;:::::. ';� 4 BEDROOMS 1,250 GAL S.T. v� �j DWELLINGS 0� (1)8'DIAx12'DEEP L.P. N I W/PUBLIC WATER LAND N/F OF I ::PROPOSED:o;s TOy/lN0 150' GLENN MCCARTI TYPICAL SILT p v:•4 BEDROOMS'::;: �/y `/ SCREEN SECTION :, :';::;:::::•:::,•m 8 "D MIN a I� GEOTEXTILE FABRIC p aS�i Wp I ~MM' SUPPORT POSTS 238 . C�1 W h+� WOOD OR METAL ' •, 'CL 38.9 FLOW DIRECTION \ (40.0) 35'8' I EXCAVATED AND (42.0) l7VT / BACKFILLED TRENCH \ '� '"•` EXISTING GROUND 00 4t �o\ PROPZSED SOIL I `V STOCI$PILE AR - 4I_ EL 47.1 I— c 1 / 13IJTIJ I REBAR .SILT FENCE EL 38,7 � d.. MINIMUM 0°53'30"W 91.62' MON. MON.ES ( I ELEV. 40.0 U.P. N'P's OL DR BROWN 1.0' EDGE OF PAVEMENT c� 3a1 ANDY LOAM CL 41.5 CHESTNUT ROAD WATER '" W.V. SM BROWN 3 2' LOAMY SAND DWELLINGS & GRAVEL W/PUBLIC WATER TYPICAL DRYWELL CROSS SECTION 150' PALE (CONC. PRECAST COMPONENTS) BROWN 50' MIN. MEDIUM 6'SLAB FOR NON-TRAFFIC BEARING B TSUFFICIENT 0 KEEP SW SAND e•SLAB FOR TRAFFIC BEARING HEAVY DUTY SEDIMENT ON SITE APPROVED INLET PIPE CAST IRON FRAME AND APPROVED OUTLET PIPE & MIN.4'DM. COVER TO GRADE TO°NAN49ow� HAY BAIL AND/OR GRAVEL PITCkIED 1/a7r PITCHED 1/871' SILT FENCING 12.8' ® ❑ ❑ ❑ ❑ W. ❑ ❑ ❑ ❑ A. A �v �4 a CK o ' W NO WATER W' CONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED 1 7' :3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. MARCH I, 202'1 FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. 3' MLLE 8' - K. WOYCHUK LS BACK FILL MATERIAL TO BE CLEAN SAND AND GRAVEL DRAINAGE CALCULATIONS: TYPICAL CLEAN OUT SLATE OR A) DWELLING W/COVERED PORCH=1,417 SQ.FT. SUITABLE COVE STOPPER END 1,417 x 0.166= 236d REQUIRED OR PLUG B) DRIVEWAY=710 SQ.FT. ZONED R-40 710 x 0.166= 1180 TOTAL: 354 c.f. NON—CONFORMING LOT FRONT: 35' MIN. (1) 8'DIA x 8' DEEP DRYWELL= 354cf PROVIDED SIDE: 10' MIN, 25' TOTAL 30• ELBOW 60' WYE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REAR: 35' MIN. LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 10,731 .93 SQ.FT. or 0.25 ACRES FLOW i ELEVATION DATUM: _NAVD88 --_+ UNAUTHORIZED ALTERAT70N OR ADDITON TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TIJ77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TUT ON, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 0774ER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: SCOTT McKAY; MAP OF: FILED: SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 Poo FILE #220-202 SCALE:1 "-30' DATE:MARCH 01 , 2021 PHONE (831)298-1588 FAX (631) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT. 1000 SECTION: 59 BLOCK: 2 LOTS):22 REVISED 09-22-21 REVISED 01 -25-22 REVISED 03-30-22 CONCRETE WASH OUT AREA IN BED OF PROPOSED DRIVEWAY. SILT FENCE ALONG DWELLINGS "W/PUBLIC WATER LAND N/F OF I PROPOSED LIMIT 150' LEON ARAOZ OF DISTURBANCE f !�I \ — I 9400 S.F.f \ \ 38� _ / REBAR N47.049'4 "E 91.S0' EBAR ; _1 CL 38.0 MON. EL 38.9 I PROPOSED 6.9's STAGING AREA 46--- / DRY WELL ; z /8'DIAx8'DEEP Cr __— I AND CONSTRUCTION ENTRANCE 40 �� �� O_ — Wz L J j 4 �< J PROPOSED p I DRIVEWAY N WO 9D STa6P\\ A o / ; 4x4' W/PUBLIC WATER 1 1`8NGS ' WATER LINE _ `04 150' +- 12.0 ::`::2i:5';:'::': 4 BEDROOMS CLEAN 1,250 GAL S.T. v: DWELLINGS ;:'..::':':•':': •:::^ OUT (1)8'DIAx12'DEEP L.P. N I W/PUBLIC WATER LAND N/F OF c :'•':PROPOSED li,e TO1I/N 150' GLENN MCCARTY u 2 STY ERM.:::; S.T. p TYPICAL SILT p I o:•4 BEDROOINS'::ri Gy = `./ SCREEN SECTION •'::•: :::::::::::::::ad 8 MIN 4 GEOTEXTILE FABRIC r� N 6 O /~y' SUPPORT POSTS 23:8 8 W .I .WOOD.OR.METAL • ,•.•. V tl CL 38.9 FLOW DIRECTION (40.0) 35.8' I EXCAVATED AND _ (42.0) ENT / BACKFILLED TRENCH EXISTING GROUND Oq 2 2 O PR SOIL � S70CCIk PILE E AR lEL 47.1 y" I3 �� � I I—IT: 1i1,^•`; u�• I I I REBAR SILT FENCE EL 38.7 2MINIMUM —S 50°53'30"W f / / 91.62' MON. MON. I I ELEV. 40.0 17'S ES U.P. U'P'S ' OL DR BROWN 1.0' EDGE OF PAVEMENT CL 39.1 ANDY LOAM CL 41.5 CHESTNUT ROAD WATER MAIN W.V. SM BROWN 3.r LOAMY SAND DWELLINGS - & GRAVEL IN/PUBLIC WATER TYPICAL DRYWELL CROSS SECTION 150' PALE (CONC. PRECAST COMPONENTS) BROWN 50' MIN. MEDIUM SLAB FOR NONFTRAFFIC BEARING BUT SUFFICIENT 0 CEP SW SAND S'SLAB FOR TRAFFIC BEARINGBUT DUTY SEDIMENT ON SITE APPROVED INLET PIPE CAST IRON FRAME AND APPROVED OUTLET PIPE MIN.4'DDL TO GRADE nD6ilrA�."4�oi� HAY BAIL AND/OR GRAVEL PITCHED 1/8%1' PITCHED 1/6%1' SILT FENCING z ❑ ❑ ❑ 0 a: :: : q3 0 . may . • _�y_. , . � QO IAU . C�` N 0 W "NO WATER (DCONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED 1 7' r- .:314- STONE BLEND OR N.Y. STATE D.O.F. APPROVED R.C.A. MARCH 1, 2021 FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. 30 LARMIN. 8' K. WOYCHUK LS BACK FILL MATERIAL TO BE CLEAN SAND AND GRAVEL DRAINAGE CALCULATIONS: TYPICAL CLEAN OUT SLATE OR A) DWELLING IN/COVERED PORCH=1,393 SQ.FT. SUITABLE COVER STOPPER END 1,393 x 0.166= 231cf REQUIRED OR PLUG B) DRIVEWAY=710 SQ.FT. ZONED R-40 a10 x 0.166= 11Bcf TOTAL: 349 c.f. NON—CONFORMING LOT FRONT: 35' MIN. (1) 8'DIA x 8' DEEP DRYWELL= 354d PROVIDED SIDE: 10' MIN, 25' TOTAL 30• ELBOW 60' WYE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REAR: 35' MIN. LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA: 10,731 .93 SQ.FT. or 0.25 ACRES FLOW ELEVA77ON DATUM. _NAVD88 UNAUTHORIZED ALTERATION OR ADDIT70N TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF 774IS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUT70N LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 774E ERECTION OF FENCES, ADD177ONAL STRUCTURES OR AND 0774ER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY 100 SURVEY OF: DESCRIBEDFrE CERTIFIED TO: SCOTT McKAY; MAP OF: RMARr�r�FILED: 3 0 202 LD DEPT SITUATED AT. SOUTHOLD BUILDING TOWN OF SOUTHOUTHOL® TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O.- $ox 153 Aqueboguo, New- York 11931 FILE #220-202 SCALE:1 °-30' DATE:MARCH 01 , 2021 PHONE (831)298-1588 FAX (631) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Woychuk S.C.T.M. N0, DISTRICT: 1000 SECTION: 59 BLOCK: 2 LOT(S):22 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMI Y RESIDENCE ONLY CONCRETE WASH OUT AREA JUL 1 9 2021 IN BED OF PROPOSED DRIVEWAY. DATE H. EF. IVO. DWELLINGS SILT FENCE AL NGAPPROVED W/PUBLIC WATER LAND N/F OF PROPOSED L MIT 150' LEON AIRAOZ OF DISTURBANCE t FOR MAXI 140 BEDROOMS 9400 S.F t I 38— — �- EXPIRES THRE YEARS FR M DATE Of APPROVAL\ \ I REBAR _N-47\049'40('E\ 91.50' EBAR / CL 38.0 MON. EL 38.9 I PROPOSED 6.9's E 3 STAGING AREA Z / DRY WELL AND CONSTRUCTION 8'DIAx8'DEEP ENTRANCE 41 / ; 35 PROPOSED DRIVEWAY cc' N � � DWELLINGS / /(40•t� (40& 6 0. W/PUBLIC WATER 28.0'{ ::;;:z7.5::`'::'i:;r ATE(2 ON ' . Q 150' � f • I I 4 4 BEDROOMS DWELLINGS I 1.250 GAL S.T. (1)8'DIAx12'DEEP L.P. N W/PUBLIC WATER LAND N/F OF I l \ " PROPOSED.::;:::: . IN S.T. o I 150' as:+. � GLENN MCCARIY ad::;2 STY ERM.;:::,CLEAN I N TYPICAL SILT DWELLING S.".:: p� Tr ,� SCREEN SECTION I \ :'Ai BEDROOMS."..:: m LIJV V ; ; ;:::::::;ei MIN 4 ^ GEOTEXTILE FABRIC •• N 6 p I M SUPPORT POSTS LA •":'.; :•:••'.':::�:•':::: m W w WOOD OR METAL LLJ ' •;:' X O (n \ \ ••8.8'':;':•;;::;':; )$ CL 38.9 FLOW DIRECTION LU c_s :r L o / CLI �� (42.0) \ (40.0) I EXCAVATED AND BACKFILLED TRENCH Lkn 3@ < Cl) C'-. :I' \ ... EXISTING GROUND L U [r y" 5.3' PROP2SED SOIL " ° �` L�- \ STOC PILE AR "_ I — — — BBB EL 47.1 / 3 _T�f1TR'i T— L 11 IM–1 REBAR SILT FENCE I --� °° EL 38.7 2MINIMNM O ="S50°5 J30'j 91.62' MON. M17ON. �_ I I ELEV. 40.0 'S® U.P. U'P•):r 17 OL) DR BROWN 1.0' EDGE OF PAVEMENT CLj39.1 ANDY LOAM CL 41.5C T11=rj S TNV T_R O_AD WATER MAIN W.V. BROWN , SM LOAMY SAND 3.2 DWELLINGS & GRAVEL W/PUBLIC WATER TYPICAL DRYWELL CROSS SECTION V 150' PALE (CONC. PRECAST COMPONENTS) BROWN 50' MIN. MEDIUM 6'SLAB FOR NON–TRAFFIC BEARING BUT SUFFICIENT KEEP SW SAND e'SUB FOR TRAFFIC BEARING HEAW DUTY SEDIMENT ON SITE APPROVED INLET PIPE CASE IRON FRAME AND APPROVED OUnEr PIPE MIN.4•Da fbvQt to GRADE 1n EIQHDLRINGS HAY BAIL AND/OR GRAVEL PncHED 1/syr PMED 1/8•/1' � SILT FENCING 12.8' ® C7 ❑ ❑ ❑ m• Q LL /G`� N 0 I,, NO WATER Ip CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED 7' :3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. MARCH �, 2021 FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. 3' MIN. g' K. WOYCHUK LS COLLAR BACK FILL MATERIAL TO BE CLEAN SAND AND GRAVEL DRAINAGE CALCULATIONS: TYPICAL CLEAN OUT SLATE OR A) DWELLING FOOTPRINT=1,243 SQ.F7'. SUITABLE COVE STOPPER END 1,243 x 0.166= 207d REQUIRED OR PLUG B) DRIVEWAY=715 SQ.FT. ZONED R-40 715 x 0.166= 119c TOTAL: 326 c.f. NON—CONFORMING LOT (1) 8'DIA x 8' DEEP DRYWELL= 354cf PROVIDED FRONT: 35' MIN. 30• ELBOW SIDE: 10 MIN, 25 TOTAL60' WYE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REAR: 35 MIN. LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 10,731 .93 SQ.FT. or 0.25 ACRES FLOW-m- ELEVATION DATUM: NAVD88 UNAU77-JORIZED AL7ERRA77ON OR ADDITION TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICA7FD HEREON SHALL- RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND-LENDING INSTITUTION" LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON 7HE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: SCOTT McKAY; MAP OF: FILED: ® SITUATED AT: SOUTHO � - TOWN OF: SOUTHOLD MAR 3 2022 KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK,,. - ' Professional Land Surveying and Design 7` P.O. Bog 153 Aquebogue, New York 11931 FILE #220-202 SCALE:1 "-30' DATE:MARCH 01 , 2021 PHONE (881)298-1888 FAX (BSI) 298-1588 N.Y S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk I S.C.T.M. N.O. DISTRICT: 1000 SECTION: 59 BLOCK: 2 LOT(S):22 RECEINJE SUFFOLK COUNTY DEPARTMENT OF HEALTH SEAYICE>i APR 0 5 2021 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE ONLY WASH OUT AREA SUFF.CO.HFALTH SE ODESCONJUL 1 9 2021 ) �A IN BED PROPOSED DR VEW ICE OF W,AST p°T R%Wk H.S. REF. NO. -� + - y I �FF DWELLINGS SILT FENCE ALO 4G APPROVED W/PUBLIC WATER LAND N/F OF I PROPOSED Lit IT 150' LEON ARAOZ OF DISTURBANCE-' t FOR MAXIMUM OF BEDROOMS 9400 S.F. \ \ \ 38 — 1 I I EXPIRES THREE YEARS FROM DATE Of APPROVAL REB_ AR 011 N _9'4 "E\ I 91.50' EBAR / CL 38.0 MON. EL 38.9 I PROPOSED 6.9's / STAGING AREA -1 DRY WELL z /8'DIAx8'DEEP _ _ -&- AND CONSTRUCTION / �� 35.Q_ w z ENTRANCE PROPOSED 0� o / ( DRIVEWAY 00 DWELLINGS /(40 (40P 6 0, W/PUBUCO�WATER 2 .0'I WN O 4 BEDROOMS 1,250 GAL S.T. DWELLINGS •''•"•"•'•''�'•"•" (1)8'DU1x12'DEEP L.P. N W/PUBLIC WATER LAND N/F OFI ` \ '" PROPOSED•''�'e IN _° I 1.� 150' :. S.T. o W GLENN MCCARIY ' 2:SN PRM•.::.CLEAN B• NO TYPICAL SILT �.:� . N \ DWELLING OUi SCREEN SECTION (� ': 4 BEDROOMSY `./ \ •'•: ':::::::::::::::'::.ami Cp MIN a }•f•I GEOTEXTILE FABRIC LL1 N 6 O ( M SUPPORT POSTS LIJ •...•� :.,: X W WOOD OR METAL C 38.9 FLOW DIRECTION (42.0) \ (40.0) / I EXCAVATED AND BACKFILLED TRENCH 2_ 4••. \ \ 2 'z EXISTILL 60 NG GROUND C; LL ? 5.3 PROP SED SOIL STOCI$PILE ARLL: - - TI r 1-1- III U EL 47.1 LLJ 43 I � T i — -) LL REBAR SILT FENCE / EL 38.7 I d^ ZMINIMUM 0 -550°53'30"W � � / 91.62' MON. TRE13 _ �' / I I ELEV. 40.0 U.P. U.P. . . OL DR BROWN 1.0, EDGE �OF�PAVEMENT CL�39.1 ANDY LOAM CL 41.5 C�S 1 1V �O WATER MAIN W.V. ` SM L AMYW AND 3.2' DWELLINGS & GRAVEL •, W/PUBLIC WATER TYPICAL DRYWELL CROSS SECTION 150' PALE (CONIC. PRECAST COMPONENTS) BROWN 50' MIN. MEDIUM 6'SLAB FOR NON-TRAFRC BEARINGBUT SUFFICIENT O ��F; SW SAND 8•SLAB FOR TRAFFIC BEARING HEAVY DUTY SEDIMENT ON SITE APPROVED INLET PIPE CAST IRON FRAME AND APPROVED OUiLEf PIPE & MIN.4'DIA COVER M GRADETD EXPANSIQN RINGS GRAVEL PITCHED 1/8%1' MIN.4 DIA. HAY BAIL AND/OR PMCHED 1/9'/1SILT FENCING 12.8' NED El LU ❑ ❑ ❑ ❑ >.Cr O N O ' w NO WATER 0' CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED 17' :3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. MARCH 1. 2021 FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. K. WOYCHUK LS COLLLAR 8' BACK FILL MATERIAL TO BE CLEAN sAND AND GRAVEL DRAINAGE CALCULATIONS: TYPICAL CLEAN OUT. SLATE OR A) DWELLING FOOTPRINT=1,243 SQ.FT. SUITABLE COVE —STOPPER END 1,243 x 0.166= 207dREQUIRED OR PLUG B) DRIVEWAY=715 SQ.FT. ZONED R-40 715 x 0.166= 119cf TOTAL: 326 c.f. NON—CONFORMING LOT FRONT: 35' MIN. (1) 8'DIA x 8' DEEP DRYwELL= 354cf PROVIDED SIDE: 10' MIN, 25' TOTAL 430• ELBOW 60' WYE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REAR: 35' MIN. LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA: 10,731 .93 SQ.FT. or 0.25 ACRES FLOW ELEVA77ON DATUM: _NAVD88 UNAUTHORIZED ALTERA77ON OR ADDIT70N TO THIS SURVEY IS A WOLA77ON OF SECT70N 7209 OF THE NEW YORK STATE EDUCA77ON 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 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INST777J770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO. SCOTT McKAY; MAP OF: FILED: SITUATED AT. SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #220-202 SCALE: ' DATE:MARCH `01 2021 PHONE (831)298-1588 FAX (831) 298-1588 1 30 N.YS. LISC. NO. 050882 maintaining the records of Robert 7. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT. 1000 SECTION: 59 BLOCK: 2 LOT(S):22 REVISED 09-22-21 REVISED 01 -25-22 REVISED 03-30-22 FND. LOC. 08-02-22 UC WA LAND N/F OF TER SILT FENCE ALONG W/PUBWA DWELLINGS I PROPOSED LIMIT t 150' LEON ARAOZ OF DISTURBANCE 9400 S.F.f REBAR N 47049'40"E 94EBAR MON. I j 6.9'S 1 01 n z � V� PROPOSED Z o DRIVEWAY :a CELLAR DWELLINGS .1.NT. �I f a W/PUBUC WATER 14.0 : : .21.5' ,:::: wnTER3181AP,— . . . 150, 4 BEDROOMS 1,250 GAL S.T. DWELLINGS (1)8'D1Ax12'DEEP L.P. N I W/PUBLIC WATER o LAND N F OF •,;.•;.•;.••:••:•:0.6 �0 150' GLENN MCCARTY q ;FOUNDATION:: S.T. e �• LOCATION'•::• S p AUG. 2, 2022.-*.-' •::TEND EL 42.4 � tr1 11.0' •' •• � I m 13.4' c & 35.2' a oI SCREENED N CLi 7 p PORCH i 00 DRY WELL( \� 8'DL4x8'DEEP\,--i I3 REBAR S 50053'30"W 91.62' MON. MON. 17'SIH U.P.'Cr U.P. EDGE OF PAVEMENT CHESTNUT ROAD WATER "N W.V. DWELLINGS W/PUBUC WATER 150' 1 DRAINAGE CALCULATIONS: A) DWELLING W/COVERED PORCH=1,393 SQ.FT. 1,393 x 0.166= 231cf REQUIRED B) DRIVEWAY=710 SQ.FT. ZONED R-40 710 x 0.166= 118cf TOTAL: 349 c.f. NON—CONFORMING LOT FRONT: 35' MIN. (1) 8'DIA x 8' DEEP DRYWELL= 354dPROVIDED SIDE: 10'� MIN, 25' TOTAL THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REAR: 35 MIN. LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 10,731 .93 SQ.FT. or 0.25 ACRES ELEvA77ON DATUM: _NAVD88________Y��_ UNAU77-IORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLARON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777LI77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: SCOTT McKAY; MAP OF: FILED: SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #220-202 SCALE:1 "=30' DATE:MARCH 01 , 2021 PHONE (831)298-1588 FAX (631) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Robert 7. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 59 BLOCK: 2 LOT(S):22 REVISED 09-22-21 REVISED 01 -25-22 REVISED 03-30-22 FND. LOC. 08-02-22 SILT FENCE ALONG W/PUBLIC WATER DWELLINGS LAND N/F OF I PROPOSED LIMIT LEON ARAOZ OF DISTURBANCE t 150' 9400 S.F.t REaAR N 47049'40"E 91.50' EeAR ; MON. W 6.9'S CA O ' A WZ ^' PROPOSED o DRIVEWAY �o i AR O CENT. A DWELLINGS 24'4' 3 QI W/PUBLIC WATER 14.0 ;::,27.5'; WATER LINE,_ O 150 4 BEDROOMS N n 1,250 GAL S.T. W DWELLINGS (� (1)8'DIAx12'DEEP L.P. N I IN/PUBLIC WATER os 150' LAND NIF OF a ,b,• .••.• .• ,.•.. �' GLENN MCCARiY o:;FOUNDATIONt, I :: LOCATION' ; $ N AUG. 2 2022:*-- TEND .91. 42.4:-� O h1 v X. 11.0' 13.4' o� & 35.2' a oI SCREENED N L PORCH � DRY WELL/ I 8'DIAx8'DEEP1'—_i - I� REBAR _ --L S 50°53'30"W 91.62' MON. MON. 17'S® U.P. U.P. 0 EDGE OF PAVEMENT CHESTNUT ROAD WATER MA'" W.V. DWELLINGS W/PUBLIC WATER 150' SEI o 12922 BUILDING DEPT: TOWN OF SOUTHOLD DRAINAGE CALCULATIONS: A) DWELLING W/COVERED PORCH=1,393 SQ.FT. 1,393 x 0.166= 231cf REQUIRED B) DRIVEWAY=710 SQ.FT. ZONED R-40 710 x 0.166= 118cf TOTAL: 349 0. NON—CONFORMING LOT FRONT: 35' MIN. (1) 8'DIA x 8' DEEP DRYWELL= 354cf PROVIDED SIDE: 10'� MIN, 25' TOTAL THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REAR: 35 MIN. LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 10,731 .93 SQ.FT. or 0.25 ACRES ELEVA77ON DATUM: _NAVD88_______________y UNAU77-IORIZED AL7ERA77ON OR ADDIT70N TO 7HIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF 7741S SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU770N LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT 7RANSFERABLEE, 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 7HE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT IN7E•NDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: SCOTT McKAY; MAP OF: FILED: SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Boz 153 Aquebogue, New York 11931 PHONE (831)298-1588 FAX (631) 298-1588 FILE #220-202 SCALE:1 "-30' DATE:MARCH 0 1 , 2021 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT. 1000 SECTION: 59 BLOCK: 2 LOTS):22 R 4 ��-21!7r!tO C 'UF ' COUAT 0 F i r iE A t-T H Via- 3 FOLK P( DIE_79P�RTWVEN APP-RC-AIN-C)IF C-CON-STRUC.T ED'%_A_A_)i4K FOP "'GLE J U N 1 3 2023 FAFUdLY RESIDENC-2- ASU%k 614/23 R-21-0902 P�5'�_wo�c;e-ij-,Spocal Supp�'y N;-'C*;5I!ez al ia;�al c,,- '-za- inspedtad ar-diuf ol-ftifitd by this 0: ailment ailmer-,t or cikhec ageac-p_s ad fauu,,d 4 C Ilk Off"ce Gf DWELLINGS W/pUBUC WATER LAND NIF OF LEON APAOZ 0 8:W N 47049'40"E 91.50' 3:2 N FEBAR 'REBAR 3MON. 6.9 it BLUESTONE .fiE IL WE Y DRIVEWAY O.8'W D RAILCEGATE C !$5 E C DWELLINGS —GATE --f4l W/PUBLIC WATER .0 18.0 •44.4A, WATER LINE .0 150' . 7� 0.7'W 4 BEDROOMS to 1,250 GAL S.T. DWELLINGS (1)8'D[Axl2'DEEP L.P. W/PUBLIC WATER WOOD LAND NIF OF 150, GUNN MCCARTY DECK 10 2 STY FRAME 1.4'E 16 DWELLING R 11.2' SEPTIC LOCATION C4 S.T. L.P. DRY. A 9�.5' 27.1' U. BF7_32.8 21.1' :913.0' C 34.2' C- 31' M9.#4 *% z DRY WELL WOM'DEEP REBAR m 1.0'E 0053'30' yy 91.62 0 WOOD RAIL WIWIRE FENCE CATCH MON 12.3 17f?�,SW BASIN 17'SiE EDG U.P0 E OF PAVEMENT CHESTNUT ROAD WATER MAIN W.V. DWELLINGS WIPUBLIC WATER 150, DRAINAGE CALCULATIONS: A) DWELLING WICOVERED PORCH=1.393 SQ.FT. 1,393 x 0.166= 231d REQUIRED B) DRIVEWAY=710 SQ.FT. ZONED R-40 710 x 0.166= 118d TOTAL- 349 c.f. NON—CONFORMING LOT FRONT: '35' MIN. (1) 8'DIA x 8' DEEP DRYWELL= 354cf PROVIDED SIDE: 10' MIN, 25' TOTAL THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REAR: 35' MIN. FINAL 12-15-22 L OCA 77ONS SHOWN ARE FROM FIELD OBSER VA 77ONS FND. LOC. 08-02-22 AND OR DATA OBTAINED FROM OTHERS. AREA: 10,731 .93 SQ.FT. or 0.25 ACRES ELEVATION DA7um.. NAVD88 UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VqOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 774E 777LE COMPANY GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND 710 THE ASSIGNEES OF THE LENDING /NS777Z/770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY of NjeW CERTIFIED TO: SCOTT McKAY; MAP OF: A, -M0 C2 FILED: Y SITUATED AT. SOUTHOLD r TOWN OF: SOUTHOLD 0 0 A. KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 41 Professional Land Surveying and Design X I or - P.O. Box 163 Aquebogue, New York 11931 FILE #220-202 SCALE: DATE: MARCH 1 , 2021 PHONE (631)298-1588 FAX (631) 298-1588 =30 N.Y.S. LISC. NO. 050882 maintaintna the records of Robert L Ran-emmy k Kenneth H. Woychuk 1 I ,Aco O® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) i6k� 1 12/03121 THIS CERTIFICATE 19 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: PROACTIVE BROKERAGE INC CAIC No.Pm PHONE (631)482-1860 (AIC, AX IIC No): 888 859 6455 E-MAI926 Sunrise Highway ADDRESS: info roactivebro.com West Babylon,NY 11704 INSURERS AFFORDING COVERAGE NAIC# INSURER A: Western World Insurance Co. INSURED INSURER B: AmGuard Insurance Company Flanders Renovations Inc DBA INSURER C: PECONIC BAY BUILDER INSURER D: 286 FLANDERS BLVD INSURER E: Flanders NY 11901 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INT R TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP POLICY NUMBER / D LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1.000.000 CLAIMS-MADE 71 OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ 100,000 MED EXP(Any oneperson) $ 5,000 A Y Y NPP8803121 03/19/21 03/19/22 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2.000.000 POLICY❑JECT E] LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY CEa aocideMSINGLE LIMIT $ 300,000 ANY AUTO v BODILY INJURY(Per person) $ OWNED B AUTOS ONLY AUTOSULED Y Y FLAU197096 12/26/20 12/26/21 BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Pe accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION I PER OTH. AND EMPLOYERS'LIABILITY YIN SZTUTE I i E ANY PROPRIEfOR/PARTNER/EXECUTIVE " NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) The following are included as additional insured required by written contract subject to the terms and conditions of stated polices: Scott McKay CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Scott McKay THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 75 Birch Rd ACCORDANCE WITH THE POLICY PROVISIONS, Southold, NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2015 AC RD coKPIORATICN. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD N Y S ' F New York state Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE , A A A A A A 203592246 PROACTIVE BROKERAGE INC 926 SUNRISE HIGHWAY ,. WEST BABYLON NY 11704 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER FLANDERS RENOVATIONS INC DBA SCOTT MCKAY PECONIC BAY BUILDER 75 BIRCH RD 286 FLANDERS BOULEVARD SOUTHOLD NY 11971 FLANDERS NY 11901 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12172435-6 217482 11/25/2021 TO 11/25/2022 12/3/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2172435-6, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:IMIWW.NYSIF.COM/CERT/CERTVAL.A$P.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. KRZYSZTOF ZEBROWSKI, PRESIDENT OF FLANDERS RENOVATIONS INC ONE PERSON CORP THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT S7UNCE FUND /v V / DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 976854970 U-26.3 D� AP ROVED AS NOTED DATE: -3 3l B.P.# o PLUMBER CFR TIFICATIOIv FEE: BY: ON LEAD CONTENT BEFOR NOTI#BUILDING DEPARTMENT AT . CERTIFICATE OFOCCUPA,A' 765-1802. -8 AM TO 4 PM FOR THE SOLDER USED IN WA TEA FOLLOWING INSPECTIONS: SUPPLY SYSTEM CANNC 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE EXCEED 2/10 OF 1% I_F,' 2. ROUGH = FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE r-13,,R C.O. ����{�,:, ALL CONSTRUCTION SHALL MEET THE `. ��LP UM.BI'NG WASTE REQUIREMENTS OF THE CODES OF NEW 'Ac-WATER LINES NEED 'FORK STATE. NOT RESPONSIBLE FOR TING BEFORE COVERING DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL COMPLY WITH ALL CODES OF (INSPECTION REQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ._� OWN PLANNING BOARD fiUSS PLACARDINC REQUIRED S9ttTl#6t5fi0WN TRUSTEES j0 "'PROCF-ED-WITHk—A1NG UNTIL SURVEY( d9'OUNDATION LOCATION OCCUP=ANCY OR ';.HAS BEEN APPROVED. USE IS UNLAWFIA Blower door WITH," CERTIFICI and ductwork IF OCCUPANCY testing required. Must provide Manuals RETAIN STORM WATER RUNOFF D, j and S as per PURSUANT TO CHAPTER 236 NYS Energy Code OF THE TOWN CODE. All exterior lighting installed,replaced or repaired shall conform to Chapter 172 of the Town Code j __ 60-4 1 . 1 ­—, ' ' , I - . . I — _­ - , I , - -, J %, GREG SZLEJTER, P.E. o c i 3 2023 423 KRATOVILLE AVE Z. * ,T > RIVERHEAD, NY 119 01 . . _ ,� r 1 ,:,b'Z 516-492-7153 1 �, �' �.- T.O. ROOF --- — - - -- - — -------------- -- --- ------------ ----------------------------------------------- --------------- NYS YS SEAL. ------------ - ------ RIDGE VENT 1. SITEELEVATION: +29'-53/4" I� �"..' . . ' j --------- I 11 I1�1 I /.,� \, .�-of NEW),, I �:�\ �P g z O ,: N. c I Fiz \ \\ G F✓ , ; \� �, 'F . ,, ,, '> ' \\ I , . I I I < \ �\\ ll � I 1. I 7 '../� r / / \ :( }II / \ i` /,r \\ J f l / �\ ca �\ C7 a . ! ``\ / c^ . / \ \� k' Z a 'L /..` S 97 c 892 F r O i ;` i f r a ' 'I � . I � .1 , , , . . , �- , I I I I I I � � . ,�� " , . �4 P �J1 signed ed I , , :-�,�%, , L ' 'I . I I � ,�, 1 . I , . - L� I . � , '., � " I 1 . 'L , . I I , F 1� - , ., �, I ,. , . ",I. I � 1, I , I . I , I �.: I I Ir /: ' '. � . I �� . II Y 9 i Greg b Gr "I , , - , . "r :- " ,o �, , �;:�� I ` y e Szle'ter I � I - I I I , �, L � �, , '. , � I 1. ,o ,�' , _� 1, �' - I . " ., �� . ' , I � L ., , I , L " " 11 - CLG I . � I , '' { �._ g J _ LIS _ - - - , Date: 2022.09.18 T__ —— -- - r- - — - I I -- _--- 1 -- - - SzlejterO7:04:21 _I I 'i1 �I •i,�I 1I 04I� 00II ! 71Iti t.i III�I 11.E , I I ,I I I , I 1 I I I I 11 I/I � I ti i t !Y 1 •I Y' I �I I I I l I .1 i �I J r I I` �I . I I �I I , I II I f I I I l a I I I i I I 'I +) I ti i I , I I III _—. I -- I 4T; i J n I I• I T" i , I i i II� �._ -- -____-- I 11 1 •II I I I I I ISSUED: _—__ ----- - -- , . ,, i _ I ! t- r I ri I ROOFING: I 1 i ! 1. co ( - I I X I I i 1 1 I I i' , I c �I o� I � l I I ' 1 II I I I • I ' O I ,1 I I I I SPHALT SHINGLE V , 'I A S O ER I I I �� 1 I I I r� I it / 1 �i / I 1 r' I i I I r. .111 Ili !li 11 '' I � I � I i I 1 I !- - - =_� IL_ j i U I - - - 30# FELT PAPER OVER I . -- a I _. _._.—�.�_ __ ____._ I � - i �l �r '4 �:4 S ff 3 i I - 1 I J I I 1 J!} 1 , _ __i Y(� CDX PLYWOOD OVER 2x8 I i J , 38 7 I I I RAFTERS 160.C. I r r I 1 �r�. rF s= x r I i UNCONDITIONED I !" 'STRUCTURE BY 1, I `� i I 7c__�, ,-� y J ,I Ii� �. 1 12 I D _- STRUCTURE BY SUN ROOM i � ► i - TRIM: -I FLR 4 i OTHER�I -I — FLR V I - I ALL TRIM&COLUMNS TO , . j 1 I �j ,. OTHER5 I ADDITION - - - - I I BE WRAPPED IN F'VC i �' 1 I( , UNCONDITIONED I '1 I I ! SF 9 ?aZ2 CLG 1 {1 • i , ' i I,I — CLG _ .------- ----- ------- -- -------- ------------ ---------------- I___________________________------ ----------- ----- - — - -- �ST�ELEVATION: ORCH BEAM ---------- i — ---11 I — - - -----11 — - - — - -- +- - SUN ROO(VI - — -- - - -- -----_--- --- .t. , ---j= ---- ----------- f.' WALL: P m..-,. .., I r I I 10' 314 �'.,-� I .. Y' I i I 1. VINYL SIDING OVER 30# ADDITIO N i I r I I �F,' t", :T -,r r D 1. 1 11 1 -- __ -_—__ _____ _ r.,= .— _ _ _ FELT PAPER R OVER CDX - AE fr - - - I I r I ,, �I I• I `, I f� � 1 i � i I r' I I� I I a� f' Il ^ i1 s 1'. J 11f r Ili YW DOV R2X4 i .l _'1 ,,I,p Ip `: 1 III I� I I I, PL 00 E I , r I I i (f i II• I I' 111 I "'I '[ 11 t 1• fy r r r r II I I I ''% - I I - r r _ I r I ,� % ,� / y, f 1 1 L-- I / / ,,, STUDS 16 O.C. I h / @ I 1 I I i qq — — - r, i C! I I I i l T -.- -- - Ir ` , I I },, = 36x57 36x57 36x57 I I 11 11 38x57 38x57 38x57 i r 11 ,I � 1 = �` I I �I f I 1 1 I I I I "i 100 i '1. fIi �I I li I I o , I I I I 1 i I 11 r I / r ,I I 1 I I o I I I I I• I 1 f {I I I 1 I I 1 �-. - �� �I t WINDOWS: II II I I NDS - -_ - 1 I I I II - - I � I I — i. I I I r f - �I I II I I -�T � I I t 5,1;7 31-3 III �,I I I , II /i /r VINYL ANDERSON �i r/i /i I I 1. 11 j „ ,ti I l 0 11. I.. _ r ;' - Y` I REVISED: I l I. 11 I I .J I o- i 11 I I I I. WINDOWS OR EQUAL �I I I I I � d r I� I I , II l� ! I I 7 , 387 385 3857 3857 3857 7 1 i 385 '1 :7 I I I• I �, i i I II I I I , T I li I I III . I ! I III I Y i II i I I ,r REV.1-09.24.2021 K I L FRONT PORCH REAR DEC I T.O. 1 1I1• I I I I I �I ! IIl. I I I I . ,I i' 1 / 111,. I REV. 2-0 SITE ELEVATION: +2-0" I 9.10.2022 SUNROOM ADDITION II 1 r q Ii // II I .11 I 1 16 I" I r I i , . . 1 i 11 I I Tr, Ll� I , I 7- / V J' I x I .i dYr- � 1 Z I ---------- -------- -- ----- GREG SZLEJTER, P.E. 423 KRATOVILLE AVE RIVERHEAD, NY 11901 SUNROOM ADDITION FOOTING CONSTRUCTION: PROVIDE DRAIN WITH MIN. 09.10.2022 16-492-7153 36"x24"x12"DEEP POURED 50 GAL DRY WELL CONCRETE FOOTING 26'-9" i 10"x24"CONCRETE PIER 11111111111111111111111 NYS SEAL: ;,: ;, .;:r -- `.:,., " .,': 1 V, POURED OVER 24"x36"x1211 — — — 1111,111,111,111, -7 —I_ T -7 - — ! —I— — — — -� ,',;" I DEEP CONCRETE FOOTING ,`I- I I I I I I I I I I I I MIN. 36"UNDER GRADE 6 0„ �P Sz OI. I C 21-2" 31-211 31-011 21_7" I I I -D 2 OVER PROPERLY c� rJ P' LFA 'P,� M .10" 1 II I I I I I I I I I — — — — — — — — — 5.6 (3)2x12 PRESSURE COMPACTED SOIL — � 5-2 A I I I I I I I I I I I . ., TREATED BEAM T * 0, '�— — — — — —I— I- -+ —I— —I —1— — —— — 17. [ (2)2x10 FADER , ,: '' - _ _ I 1 - I I ®®_� _ _ 0 F 1 — .r 1 L� I I Ir - - - - - - - - - =� r i , — - - - - - - r* — �o t,, - i 2131dV21 dooa exa I I c^ J _ L. r o+ -1 I L- a: N i - N I ,- I ISI ) i j ! 111 ! I i f h1 1a-o `� 7-102 , / I \/ I r '^�I II I J' C7 ,__T_ I ;. I I . I - 1 L !` 1 97892 �� n I I I I I I o i ' ° L;J (' = i i 1 `� _ :J�j 2xa aooF RAFTER @ 1 e O.0 FOp� P� 1, I Do.91� 1 , ! i ! i I u I I I �F 11 1 I I I 1 _ �, I IsaADM031vkl3Nf1SS3Uds 1 1111 " ,; ! / i I ! `. b , E S� y Signed 11 1 �> , 111, ! L__ -�, I I �� I � re . I I I I I I 1 1 111 � I i^ , ; ' 1 I I! by Greg Szlejter 1 1 ;'01j i 1 i I l _ �' I 1 I 1 I � _ I I 1�Of H03 4 i 1 ,1 , A I - ------' Date: 2022.09.18 1 1 DOd Sxa I O I I I -� o I ' 1 x 1 �.I . .1 21• i \ UNCONDITIONED f-4m 1 o a311�ooa s z =� Szlejter'A _ I I I I i I m I I , " I ., I suN Roots1 07:03:51 -04'00' 11 I I U L J m1 1 w ' z I I 1, �.. . �, � - " r11, , " � , ,, ' ' r � I 1 ,, � /^ 1 _N N 11,�, I I c7 I I I I I 1 1 1 , . � ' -" I1/ }.} I I q i 11 ""1N Iii I - 'D'0.91ro� - - = I -- ! ', s, \, , \ , 1 2x8 ROOF PARER @ 16 O.c 'I I I LINE INDICATES �- m I - r` �,/ ! I ISSUED: ED: /// '1 1 >� 1 1SIOf�D34 031tl3211321fISS321d 8 - i i II 1 _ I I r 11 I v 1 I - ; i i DECK ABOVE ' � i I r _-___ }. __ _ x _�__ __.�__�:__ ___i 10 82 I 31_ II N '11? 12'-4n O I 13'-1" I I M 1 1 1 Li Y - j }, ,� r -�-- ------- I 11 2 1 I ° i (3J 2x12 PRESSURE i i fii / , �,, i 1.I _-_I '` N- ! 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I � , I REV, 2-09.10.2022 SUNROOM ADDITION _ ,I I --- if ' I o :� I I I FINISH ON CEILING I 1 I , , ! l I `r " `r I I I I L_ i J L_ ' A5. , :. //� �i ��� i ! j i10 Iq 1 1 1SIOf 30 10 2 ' i- 1 0 �! , i Imo' it m � , A5.0 1 1 DCV exa I I 1 m! ;, � !1 O I �Il _ 1 I I 1 5 MIN, POURED CONCRETE SLAB I 1 1 II! / ' ` j� z 1 1 I I I I OVER PROPERLY COMPACTED I I ' : `R/,/ i I � ' SOIL M i D'o191� 1 N r ^i�✓� �^ -__J 11 I j 1 I O I ( 1SIOf xD30 031tl32113211SS3tld sxa I �- ------ --- I- ~''y L_`! ! 1 1 II 1 I 1 , I I I 1 - I Ii I I 1 I I 11 = l I I i r I i I � � I 'I N I f 1 O I N I I a DIAMETER I i:: I I 1 doo21 exa(s! I I ! { iI 'r I I ! I M LALLY COLUMN L J 2131dV21 - _ - 11 l I I I �' 4'-5 , 1 a. r 1 - /, ♦ . A l IL. 53 1 I '` •.. I I I II S to I 'LL I 11 , . ! I �' LTJ L . . I ,.. I I I I '":, I I . I , � 1 I E TORY I N D CAT S 2 S PRE FAB, -f _ I .1I I I I I �� I SNI 1 i I I = - i n NI DWELLING BY OTHERS . I ; j I I ! I i I m m I `� C'7 _ I I I -,o I I I 1 I I m i �_ m,931 .-i I j !- - , - I i 49 SOUTH COUNTRY RD. ., I I II I ( 1 ( ': 1 =i 11 . ,.4`,'" 1 rF, I 1 1 WESTHAMPTON BEACH, NY 13-1 13-1 m I m, 10 DIA. SONATUBE FILLE WITH it r j ' I ! '" . 111i 1 i I PHONE: 516-721-9474 I i i POURED CONCRETE 36" MIN. I r 111 1�- i I �! " i __ -Illi i I ul I I i o ' i I I EMAIL:CZARNECKIDESIGNS GMAIL.CO 2 I I , I I I I I< i I " '1 , , !I{I' I n ! @ M FOOTING CONSTRUCTION: I I — BELOW GRADE OVER I i O i 1 , ,. I " I C, .I .I II � I I I - ! N II I I I I I 11 I I r 1` I I • I I• 1 .__ - 1 I z r,. I 1 24 4 x12 D P FOO11 G F--.- 1 00 18 x 2 DEEP POURED 'x2 EE � I I I I I I � - ; �I I I II ! � c�, I i 1 I�). I - if Iii I ! !.;`s I � I CONCR F TING W I . ETE 00 ITH 4 #6 O 1 �.. r l , CONTINUOUS REBAR TIED TO WALL I 1 L L I - 1, - - -L- ! �__! _I I-_� 1F 1 JI II � I I I m REBAR AT BUILDING PERIMETER. I ',' I I �j -� );-r t I 1111 I 1 I I PROVIDE 3"OF CONCRETE COVER 1 I I i I I1. r i h! ��' I ( I o I I � ON ALL REBAR(TYP.) I I i i Lit F. j j o o FOUNDATION WALL I ' I I I I o F, 1SIDf N030 03IV36138nSSMd 9xL I ti I O i !O ! >L o CONSTRUCTION I I i I , j 1 ! I ( I SII POURED CONCRETE WALL ( I I C ! 1 i 1 m I ! I I I c' WITH #6 VERTICAL AND I I ' i I r T =--= _ .- 1 i I a r=-- 1 I = I O I � HORIZONTAL REBAR @ 32"O.C. I I �I i �� i } ! �F� M I,_` �-,, O �'"s i I i I j I . �- - - - - - - - - - - _ - -( -- - - - - - - - - - - -� I I 1 I` I T1 i /.' `I ,- ! I I I �� - -- I ------ - 1 I - I I i - -= -_-T J=� I - j � I I q - - - - - - - - - - - - - - -I- - - -I- - - - - - - - - - -- I - -- --- --- -- - ------- - -- ---- ! I I I - `I II A - I ! 14 0 1- O 0 A I— 1 51_611 71_611 Com'_ + I ; DN. -- ---- ---- L� _ J L IJ 11-011 ! 1 6'-0" 15116° I bl_011 L_-__ ____J PRIVATE I I I I L--------- L_--_ --_—J 27'-6" 3'-"" RESIDENCE 10" DIA.SONATUBE FILLED WITH . POURED CONCRETE 36" MIN. BELOW GRADE OVER 75 BIRCH ROAD 24" 4"x12"DEEP FOOTING SOUTHOLD, NY 11971 - FOUNDATION P LAN ANCHOR BOLT SCHEDULE 2 DECK AND PORCH PLAq MARK ANCHOR BOLTS CAPACITY 1 (PLF) SCALE: 1/4" = I '—O" Q VO ANCHOR BOLTS @ 32"O.C.W/7"MIN.EMBEDMENT 234 SCALE: 1/4" = 1-011 FOUNDATION + 2Q Yz O ANCHOR BOLTS @ 24"O.C.W/7"MIN.EMBEDMENT 468 I MAIN FLOOR PLAN I REFERENCE:- ALLOWABLE DESIGN VALUES ARE BASED ON NDS 2005,TABLE 11 E FOR SOUTHERN PINE W/ FOOTNOTE"I". 1 . FOUNDATION NOTES: DRAWING LEGEND 1. REFER TO ARCH.DRAWING FOR DIMENSIONS. ' DRAWN AS DESCRIPTION 2. FOOTING SIZE HAS BEEN CALCULATED FOR MINIMUM 1500 PSF SOIL BEARING CAPACITY. E�jFOUNDATION WALL W/CONCRETE FOOTING 3. PROVIDE MINIMUM 1/7-0 ANCHOR BOLT @ 32"O.C.WITH A MINIMUM 30 EMBEDMENT OF 7"INTO MASONRY/CONCRETE AND SHALL BE PLACED WITHIN 12'FROM END OF EACH SILL PLATE SECTION UNLESS NOTED. HOLDOWN SCHEDULE 4. PROVIDE ANCHOR BOLT 12"WITHIN THE INSIDE OR OUTSIDE CORNER. LEGEND IMPSON HOLDOWN NOS.OF STUDS STUD CONNECTION ANCHOR W/CONCRETE I 5. PROVIDE 42'MIN.FROST DEPTH FOR ALL FOOTING BEARINGS. MODEL NO. REQUIRED QTY, DIA. DIA. SPECIFICATION 1 6. 24"MIN,SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE pA HDU2-SDS2,5 (3)2x4 8 y4"SDS 5 SSTB16 NOTED. -- AUGUST 25, 2022 STRAPPING: HDG SIMPSON r- - - - - - - - - - - - - - - - - - -- - -----� r - - -� T.O. ROOF ------------- ----------------------------------------------------------------------- ---- EQUAL , I I I GREG SZLEJTER P E ------------------------------------------- - ECKING: SITE ELEVATION: +29'-53/4 1"x4"HARDWOOD 1 I I 1 423 KRATOVILLE AVE , _ DECKING TBD. I I I I RNERHEAD, NY ] 1901 REV.2 SUNROOM NAILER BOARD: I I RAFTERS; 12 12 ADDITION 09.10.2022 (2)2x8 I IImI= 1 2X8 @ 16 O.C. ROOF RAFTERS o USE STRAPPING AS NECESSARY 516-492-7153 � � � � LAG BOLT: I I I 1 x 8"GALVANIZED LAG BOLT @ 16" I ° O.C. o HURRICANE TIE DOWN STRAPPING: I ° '» SIMPSON LTP42 @16 O.C. I I - _ ,.-- STRAPPING: NYS SEAL: SIMPSON STRONG HDG H2.5A SILL PLATE: I I USE MIN 4 AT EACH POST OR LEDGER: NCHOREDO FOUNDATION WALL I I a I EQUAL Q�F' rp '` SZ MORE INFO 2x1 0 SEE AIL 8 FOR , 1 I I I 1 B M 2X10 WARPED IN PVC Qif✓fie_ TERMITE SHIELD: , , , TRIM * - ' - COPPER TERMITE SHIELD SEAL ALL _ ROOFING: SEAMS AND HOLES AROUND " ASPHALT SHINGLES OVER FOUNDATION PERIMITER I , I I I 1 COLUMN : 6x6 ACID POST 30# FELT PAPER OVER 4" I , I I I I JPI 97892 CDX PLYWOOD OVER 2x8 ANCHOR BOLT: I Ia RAFTERS @160.C. HDG 5/8" DIA, 12" MIN EMBEDMENT I I I I I I 1 1 A��f SS1Q�p� 24"O.C. -- - - - - -----al--- ----------- I I I I - COLUMN : _ Igitally signed 12 12 I - I I I , I I , WRAPPED IN PVC BOARDS Greg _ gby Greg Szlejter CEILING : - - - - - - - - - - - - - -i L - - — —I- - - - - - � Date:2022.09.18 2x6 CEILING JOIST FOUNDATION WALL: I - � - - - 4�- �4 @ 16 O.C. WITH POURED b VERTDICAOL REBAR @ 32NCRETE 1" Szl e to r . --- DETAIL - WALL SECTION DETAIL - COLUMN TO ROOF CONNECTION 07:o�:os -0400 T.O. PORCH BEAM -- - —, O.C.o.c. BOTH WAYS 6 ----- - --------SITE ELEVATION: +10'-63/4" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" ISSUED: ----- - WALL: DECKING: 2x4 JOIST 1"x4DHARDWOOD BD. I-- - - - - -- - - - - - - - - - - - - - - -I r - - - - - - 7 INDICATES 2 STORY PRE-FAB. � � ' @160.C. I I I I I �-I DECKING j STRAPPING 7 ---- - - BLOCKING: SIMPSON LFI JOIST HANGER I I _ 5/4"DECKING DWELLING BY OTHERS A5.0 3 MIN041DE 8"p BLOCKING E„ If LAG BOLL _ I ° RIM JOIST T.O. FRONT PORCH REAR DECK - A5.0 =-==--== -2 x 8 HDG LAG BOLT 1 bb ( I I 1 1 (2) 2x8 ACQ SITE ELEVATION: +2'-0° 2 RIM JOIST: �'C' ( ° I I A5.0 CONTINUOUS NAILER BOARD: I I I 1° I DECKING JOIST T.O. FOUNDATION — — —! (2)2x8 (2)2x8 �,�„ ° 1 I 2x8 ACQ DECK JOIST ------------ -- ------------- ------------------------------------------- --- ---- --------- i §FE ELEVATION: +0'-11 111." SIMPSON LTP4 ° — BEAM HURRICANE E DOWN STRAPPING: -------- -- - - ----- -}--- - --------------------------- ----------------- -------- 1-- 1--------- ---------1 -- --1-- --- --- O.C. (2) 2x12 ACQ T.O. PORCH DECK FOUNDATION 1 ---------- -- -- -- --- - ------ -- ---- -- --------------------- ---- -- - --- --- - --- - -- - - -- SILL PLATE: NV SITE ELEVATION: +0'-2" - -_ - _ - DOUBLE 2 x 6 ACQ PLATE COLUMN - - ANCHORED TO FOUNDATION WALL --------------------- ------------- 6x6 ACQ POST T.O. GRADE SITE ELEVATION: +0'-0" , r I TERMITE SHIELD: I I REVISED. e BASEMENT SLAB CONSTRUCTION: FOOTING CONSTRUCTION: - COPPER TERMITE SHIELD SEAL ALL 5"POURED CONCRETE SLAB WITH I I � I STRAPPING: REV,1-09.24.2021 18 x 12 DEEP POURED CONCRETE = SEAMS AND HOLES AROUND �- SIMPSON STRONG PBS66HDG •'. � •�• 6x6-10/10 WWM OVER MECHANICALLY FOOTING WITH(4) #b CONTINUOUS FOUNDATION PERIMITER I� REV. 2-09.10.2022 SUNROOM ADDITION COMPACTED SOIL-PROVIDE 2" REBAR TIED TO WALL REBAR AT BUILDING Ec c 100 , ArLip 7 ONCRETE PIER CONSTRUCTION: 'x24"P.C. IER OVER 24'x36'5(12" EEP CONC. DOTING; MIN. 36" FLOW GRA E OVER PROPERLY /011 MPACTED SOIL 5'-2" )P"DIA. SON TUBE CONSTRUCTION: ILLEO w/P.0 36"MIN, BELOW GRADE, VER 24'x2 'x 1211 DEEP FOOTING I q � I A A22 I- - -L J ANCHOR BOLT SCHEDULE r _ O _ _ _ _ _ _ _ _ _ -� _ _ _ _ _ ® 3 2x12 PRE55UF � 11 MARK ANCHOR BOLTS CAPACITY(PLF) I ( N I I - - - - - - - - - - - - - 7 F- - - - - - - - - - - - - - -� I L J O ANCHOR BOLTS @ 24"O.C.w/7"MIN.EMBEDMENT 468 L J I I L J I I Ln REFERENCE: I I 1 2x8 PPE55URE TR ATED ALLOWABLE DESIGN VALUES ARE BASED ON NDS 2005,TABLE i iE FOR i� DECK UOIST @ f 8' O.C. 2x8 ACQ I I I I SOTHERN PINE w/FOOTNOTE'r'. ( ( DECK JOIST I ( I tQ F– O I I I I I I- � m i m m 4"O.D.0 LALLY I I L � N Q COLUMN; TYP. x w w II I t m� HOLD DOWN SCHEDULE N ° ( ( U I r1i 1 ' I I I ro STUD CONNECTION ANCHOR w/CONCRETE Q ( ( Q I I I I I m LEGEND SIlVIPSON HOLDDOWN NO.OF STUDS N N Q 12-4 13-1 MODEL NO. REQ'D QTY. DIA. DIA. SPECIFICATION ry N 2 ® HDU2-SDS2.5 (3)2x4 8 4"SDS " SSTBi6 1 I 1 I (3)2x12 PRESSURE _ O F.0.DEC:K ABOVE I I I I '' TREATED BEAM N I ° _ i I m 2x8 ACO 7 r CECK JOIST I I I I m UP I I FOUNDATION NOTES: N I I I 5 MIN. P.C. SLAB I ' I I. REFER TO ARCH. DWGS. FOR DIMS. OVER PROPERLY L L J COMPACTED SOIL I fi 2. FOOTING SIZE HAS BEEN CALCULATED FOR MIN. 1500 PSF SOIL BEARING CAPACITY. I I I I 3. PROVIDE MIN. 21"0 ANCHOR BOLT @ 24,. O.C. WITH A MIN. EMBEDMENT OF 7�� INTO ( ( I i I I �� ( m C MASONRY/CONCRETE AND SHALL BE PLACED WITHIN 12�� FROM END OF EACH SILL PLATE SECTION UNLESS OTHERWISE NOTED. m m k Q 5( c 4 PROVIDE ANCHOR BOLT I2 WITHIN INSIDE OR OUTSIDE CORNER. o p ��C.' ~a PROVIDE 8"TYPE X'FIRE 5 PROVIDE 42: MIN. FROST DEPTH FOR ALL FOOTING BEARINGS. � U �, I I RESISTANT GYPSUM I " 1 — –� ��� PRMST " Q Q BOARD FINISH ON Q' 6. 24 MIN. SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED. �p N N I - I I I " ( w �_ � n l 'T ( CEILING I I L J I ° ,• '� I I 'x 2x8 ACQ �- * m CHECK JOIST 2x8 E55URE TR ATED F.O.D CK ABOVE Q' r- –� I I 1 I I DECK 015T @ 16' O.C. 0 69 N I A I N I I I � 7 (- 4' S° I �OA ° /oil L J ' I ' I _ I I I ' •• I �Q ( �< I ARMSTRONG N° ARCHITECTURE & I I ' ► N N~ PLANNING I I I ° I I •.= I I I I I F- 7 I 13'-1" 13'-1" I O I I I LTJ Lam_ I : I - I I I '• I I •: 1 � 2x6 ESSURE TR ATED DECK 015T @ 18 O.C. _ 75 BIRCH ROAD I m I I `� I I - I ° 7,L- -'o- F- � I L - - - - - - - - - - - - - -� - - - - - - - - - -► I Southold - - - - - - _ New York, 11971 UP I I m I A I FOOTING CONS UCTION: l 1 16'5(12"DEEP P. . FOOTING w/(4)#6 �{ CONT. REBAR TIED TO WALL REBAR AT 1 ' I BUILDING PERIM ER. — — — — — — — — — — — — — — — — — — — - - - - � PROVIDE 3"OF ONCRETECOVER ON ALL REBAR, TYP. FOUNDATION PLAN FOUNDATION WILL CONSTRUCTION: 5"P.C. WALL w/ 6 VERTICAL AND lit = 11_011 PROVIDE DRAIN w/MIN. HORIZONTAL RE AR @ 32"O.C. 4 50 GAL. DRYWELL SEPTEMBER 5, 2023 27'-6" 1 Revised Foundation Plan 1�100 1/411 = 1'-0" A-3el r;. ROOM SCHEDULE MATERIALS SYMBOL SCHEDULE GREG SZLEJTE ROOM # ROOM NAME FLOOR , � � � R, P,E, EARTH/ COMPACT FILL 423 KRATOVILLE AVE BASEMENT �� ` RIVERHEAD, NY 11901 :L ;�' 516-492-7153 _ 001 UNFINISHED BASEMENT BASEMENT o°. POROUS FILL/ GRAVEL (MAIN FLOOR) CONCRETE BLOCK NYS SEAL: OF NEhl ;. CAST-IN PLACE CONCRETEN. Sze rot PRE-CAST CONCRETE WOOD FRAME 97892 �1 CONSTRUCTION-(Small Scale ( ) pF�s 0�1P DRAWING SYMBOL SCHEDULE STONE WALLS Greg ally signed by Greg Szlejter - - -- - BUILDING SECTION Date: 2021.12.16 C REFERENCE DRAWING NUMBER WOOD FRAME SZlejter 14:54:58—05000' A-19 CONSTRUCTION-(Large Scale) ISSUED: RIGID FOAM INSULATION WALL SECTION or ELEVATION III III I I I f l I I I I I Al-1 REFERENCE DRAWING NUMBER • �y'�� � ,, , �� FIBERGLASS BATT INSULATION 16 DETAIL REFERENCE — A-21 [� DRAWING NUMBER EXTERIOR INSULATION AND FINISH SYSTEM � t o NTRY L ROOM NAME- 1 NUMBER 5. EXTERIOR CEMENT STUCCO I i SYSTEM 1-11 WINDOW TYPE WOOD- FRAMING, ROUGH LUMBER I cc EXTERIOR DOOR TYPE REVISED: WOOD- BLOCKING REV.1-09.24.2021 2400 (D INTERIOR DOOR TYPE PRIVATE RESIDENCE WOOD- FINISH LEVEL LINE CONTROL POINT ( FOUNDATION —f— ACCESSORY STRUCTUREDESIGN ) OR DATUM PLYWOOD-(Large Scale) 75 BIRCH ROAD SOUTHOLD, NY 11971 2 LEGEND - - SCALE: N.T.S. - DESIGNED T0 '2020 Y R - - CLIMATE AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WINDSPEED SEISMIC DESIGN SUBJECT TO DAMAGE FROM: WINTER DESIGN TEMP 49 SOUTH COUNTRY RD. ICE SHIELD FLOOD HAZARDS WESTHAMPTON BEACH, NY LOAD (PSF) (MPH) CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY (F) UNDERLAYOUT REQ'D PHONE: 516-721-9474 EMAIL: CZARNECKIDESIGNS@GMAIL.COM 20 130 A — B SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODEVTE 13 DEG YES TABLE OF DRAWINGS ACCESSORY SQUARE FOOTAGE STUD d�LT'�•, GENERAL INFORMATIONSTUD I I , I � I I FROVT PORCH. 173 SF 1 a 1 I STUDI A-1.0 GENERAL INFO. N.T.S. � DOUBLE TOP PLATE SII PLA REAL DECK . 370 SF FLOOR PLANS s I I RAFTER ° MAS \ \ B ° STUD LBP 1/212x2WASIRI A-3.0 FOUNDATION PLAN MAIN FLOOR PLAN 1/4" = 1'-0" DOUBLE TOP PLATE ° ° T i°sa?1' ' ° °° °' MAS H4I ° FLOOR RAKERS • PRIVATE ° °° ' ELEVATIONS 00 , sruD BOTTOM PLA 0 0 SUB FLOOR ° A-5.0 BUILDING SECTION + SECTION DETAILS VARIES — RESIDENCE BUILDING ELEVATION 1/411 ° - TYPICAL RAFTER-WALL PLATE STRAP CONNECTION TYPICAL TOP PLATE-STUD STRAP CONNECTION ° TYPICAL SILL PLATE-FOUNDATION CONNECTION 75 BIRCH ROAD SIMPSON STRONG-TIE MODEL NUMBER: H-4 SIMPSON STRONG-TIE MODEL NUMBER: 2 @ H2.5A LVL RIM JOIST .° SIMPSON STRONG- MODEL NUMBER: MAS AND LBPI/2 SOUTHOLD, NY 11971 130 MPH WIND WOOD SPECIES TO BE DOUGLAS F R 130 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR ° 130 MPF,ii."')WOOD SPECIES TO BE DOUGLAS FIR FASTENERS: TO RAFTERS:5-1 Od x l 1/2' FASTENERS: STUDS 16"ox. FASTENERS: NAS: LBP 1/2: TO PLATES:5-1 Od x 1 1/2" USE 10-8d x 1 i/7'NAILS EA.H2.5A ° ° LOCATE 24"o.c, LOCATE 24"o.c. TO STUDS:NONE ° ° 10 STUDS:6-1 Od x 11/2" TO SILL:2x2 WASHER ° ° 0 °° ° GENERAL NOTES: ° ° ° ° DOUBLE TOP PLATE o ° STUD INFO TOP PLATE 0 °o _ ' STUD 2u�� RSP4 cover 0 0 �I 0 0 I S 0 0 DOUBLE TOP PLATE 0 0° STUD RAFTER o 0 ° ° S / / /' SILL PLATE ° , O e o --- - - -- -- - - -- SP1 --- - - — - - - - STUD ' o / 00 FOUNDATION e ° o' AM Ar ° ° o I i o c I e TYPICAL RAFTER-WALL PLATE STRAP CONNECTION TYPICAL TOP PLATE-STUD STRAP CONNECTION TYPICAL FLOOR-FLOOR STRAP CONNECTION TYPICAL STUD-SILL PLATE STRAP CONNECTION TYPICAL-WOOD POST TO CONCRETE CONNECTION SIMPSON STRONG-TIE MODEL NUMBER: H-8 SIMPSON STRONG-TIE MODEL NUMBER: RSP4 SIMPSON STRONG-TIE MODEL NUMBER: C520 OR LSTA30 W/LPT4 SIMPSON STRONG-:MODEL NUMBER: SP4 OR SP1 SIMPSON STRONG-TIE MODEL NUMBER: PBS44AZ OR PBS66HDG 130 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 130 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 130 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 130 MPH 0ND WOOD SPECIES TO BE DOUGLAS FIR 130 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR FASTENERS: TO RAFTERS:5-10d x11/2" FASTENERS: STUDS I6"o.c. FASTENERS: CS20: LSTA30: FASTENERS: Si SPI: FASTENERS: PBS44AZ: PBS66HDG: TO PLATES:5-1 Od x 1 1/7' USE 8-8d x 1 1/2"NAILS STUDS @ 16"o.c. STUDS C 16"o.c. T,PLATES:NONE TO PLATES:4.1 Od TO MAS:NONE TO MAS:NONE TO STUDS:NONE TO STUDS:6-1 Od x 1 1/2" TO STUDS:6-10d x 1 1/7' T)STUDS:6-1 Od x 1 1/2" TO STUDS:6-1 Od TO STUDS:6-1 Od x 1 1/2" TO STUDS:6-1 Od 3 STRAPPING DETAILS ' DECEMBER 14, 2021 SCALE: N.T.S'" GREG SZLEJTER, P.E. 423 KRATOVILLE AVE RIVERHEAD, NY 11901 FOOTING CONSTRUCTION; O (p12-112-1-- 516-492-7153 36"x24"x12" DEEP POURED PROV'k�-Ioolr rlA�IDE DRAIN WITH MIN. CONCRETE FOOTING 26'- 11 50 GAL DRY WELL — - - - - - - - - - - - - - - - - - -` - - i NYS SEAL: - - - -7 —I- -- -T —i— + -T —I— - - - r 4/ I , I I I I ��C NE�Y I I I I I I I 7I I �P� S YO ° i i i I iCp 6'_011 �! c, 10 51_2n A I I I I I I - I 1 ���G Q. z�F �� I I I I I I I I I I — — — — —I— �I- --� —I— —I — — — — — —I A — 11 - - - - - - - - 4F:2 01 ----- — -- — -- — — '— i '-----'---------------- _ ,w—�. — 7- � ��, > n — - - — — — — — — f — �o x I 11, — >J31�21300218 d r 1,1 O F r \ N I r -1 -1 I I I r I' I - �" �- I 4111 1 �. I I :�'} III �' 7-102 I I I k` r t {'N� I r I'1 `�F 97892 `� I I I I I ;j;i 'y. " '- - � I i .........' SFE., I '1I I , � ,. ""I , I .�",,, '- ",:"" � %:��, " " � � I 11, - �X '�" /' ." .� � , " " " " , - , \ I ' - - Greg ally signed :11 I 1 i' � ��___ i . 1 + _�.. ' lslor��3a 1 I I I 1 111. '' °> r,. �3 s i by Greg Szlejter I_�. '1/ II (03v 9)z i I � Ut4? I1 .�. I I '-/ // ,, " ':: :'-"':�"""";" , ,- I . .. , 0 21hMJoodw 1 I __� I ;. \; Date: 2021.12.16 I I :"":>"'-" ''""��t .1 - ' 111. " , , -, - , I " , - , I � z/"�';-' '-� x . " I.- I X' '�' '�. ce) "x iiiiiiiiiii����I I ".. II-. I I I \j /1 ' ;," , '' �:"'�'�: I �: '�L" ", "' -I " ' , , " "',", I ���."�X —� " "., ,X'> �.', �: � . "-�/ '." '-" I "' ' - , '11 � : " 1, � � �I - I w -w 6 , ", ".� I .' 1� Szlejter 14:54:58-05'00' � ' , ,,, " .':�': �' , '/ ' I I I 1 :; I .'," , 14 � , 1 I � " -�' . " 'X. "� ' �� , " ." :":X ,"-�-z"'�,". I"` ' , ' :' '.-01 I , " / / •" ' 1 X '-��' �'-' '/'-: � :" I ,I, , , " �' " ,":,""" ' �� ISSUED: p D� s y{. { L rl 1 I(-) O 1 1 31_1 11 I ... 1 I y •I ` �, 1 1 —`-'T-' 1r �-' _ r'- -- ---- 11. ``!_- N I I I I 12'-4" ( I m: ? III .' 1 '.I' I I I , I �`' y �, w l i� "I 11I ,*.:,, I I I I -. I / I I I "I "" , � '.'>�` „-'�,,-�, I I �' �'7"""'111, ” '' , -, , �'_"' ' i i I I LINE INDICATES 1 y �\ I �i — � '*�-I �''/ j rj ( ,� ', II Al 1SIOrH030 1 I I I I I DECK ABOVEIIIIIIII "4'r • I I `•' I l '� r ' I7� y'\�> = F' '� 1 VJV 0^t, I I 11 1 2131M flood ext '' r f r t (,\,, > 4 —_ _ k' ,'� > - i i I I I I ( 1 -6" 5'-6° 1 -0 1 - %., \; ,� r �fi 'Y: ., x y ' 1 1 1 I r '. 1 '"" ✓ ✓ . . -. " ,)- ----.-- 1 ,"'� � - ..... - "" - I " "�.' , � , -'. [ 1 � \ I N 1 I I I I I I r1 C14 I f r II -� �Y - - 2�� .: STRAPPING ; TOP OF RIDGE _ _ _ _ _ _ _ _ _ _ _ SIMSON LFI JOIST HANGER _ — _ _ — — ' r SITEEL.:28'-6" ----------------------------------------- --------- -- -- -- -- -- -- -- -- -- -- -- -- -- ----------------------------- - I I I I DECKING; GREG SZLEJTER, P.E. I 1"1 HARDWOOD 423 KRATOVILLE AVE DECKING TBD. I I NAILER BOARD: I I RAFTERS ; RIVERHEAD, NY 11901 (2)2x8 I itml� I f -� 2X8 ROOF RAFTERS USE I I I I STRAPPING AS NECESSARY 516-492-7153 LAG BOLT: ( I "x 8"GALVANIZED LAG BOLT @16" O.C. o HURRICANE TIE DOWN STRAPPING; I SIMSON LTP42 @16 O.C. rI00STRAPPING; NYS SEAL: SIMSON STRONG H2.5A USE SILL PLATE: I I I MIN 4 AT EACH POST DOUBLE 2 x 6 ACQ PLATE �,OF NE411, ANCHORED TO FOUNDATION WALL I I I I I BEAM : N. gZ( �'a'S,� (3) 2X10 WARPED IN PVC TERMITE SHIELD: I I I TRIM COPPER TERMITE SHIELD SEAL ALL . SEAMS AND HOLES AROUND I I I ( I I FOUNDATION PER►MITER I I I I I COLUMN : 6x6 ACQ POST 2S ANCHOR BOLT; FOTO 97892 5/8 DIA, @ 24O•C• I I I I I I I �'�FES pNP I I I I I COLUMN : Gre TOP OF PORCH RIDGEally signed —-----——-—--- rk WARPED IN PVC BOARDS -- -------------- -- ---------------------------- -------------------- - -- - - - ----------- - -- ---------------- - -I I I I I I I by Greg Szlejter SITE EL.: 12'-5" M; N', AlIFOUNDATION WALL: ll H H H H H 8"POURED CONCRETE WALL � - - - - -I- - - - - - -u - - - - - - - - J L - - — —I- - - I - - - J Date: 2021.12.16 WITH #6 VERTICAL REBAR @ 32" Szlejter 14:54:58-05'00' - TSSSIIOITTTEEEP OFSPO RC H BE AM )-1IlII-I1IIiI1—'11LI-I-1II1--IIIIIIjIIIIII II;I'III(lI[!-fIf�!IIIi--I''III+-.,y-co1bIIj1II-1II111I.�-IIII�I}i'III�IIII—Iij'I�lIlIIiIII.,lI'lI Il.-—i''-I fi�—J-i!lI�I-iI.-�--'IIII- 'I—I-„'-I1--I 1--�---•,�I--•-�I1fI�p1;— —/-•-'1-1IIII(I,T--III11 J-III-'�!�i�-,:i_�—_--'=II,I�J--I!.I 11--'i�iIIII--_--'--!I--I--II I!Ii!iI--'.�IL--I-I i—II-�-�;-.--I—!I III lII--Ar''',II-'T--II----E-.5'2--�—ij-II----•' •0—---I--II---'--_III------=-ri=---IIII r'--- I'I-�iI—1I I�I!�1wI III I Ii�I1III!III-I I-II'iIII1�II�I r--11It.IIII' PT!VI�IIII� -= f1'Ii(`iIIIiI�F -�iI''IUI'IIIi-lriiIII,1rII I'L_,i'irII�1 %I—_--- .—II;--II -II%-III.-—;n1I�-�-:I_.`'..•— ,x �';”•:,1aj�IIII - I- I O.C. BOTH (WAYS AYS II�IIIIIIIIIII-II IIII —�---- Q-j II -I 1 — - —i --- --- �1IIiIIIII(IIIIIIIiI IIII III I r h1IN_►e IiCIIIII —- DETAIL —E-T-AIL—--��I I C—°- -O--L U---M-Q N- TO i ROOF F J iiIiIII CONNECTION ONNECTION EL.:9'-4" SCALE: 1 1/2" = 1 -0" SCALE: 1 1/2" = 1'-0" DECKING: 11x4"HARDWOOD F — _T - - - I � DECKING : NDICATES 2 STORY PRE-FAB, DECKING TBD, I DWELLING BY OTHERS STRAPPING : 5/4" DEC K I NG7 BLOCKING: SIMSON LFI JOIST HANGER A5,0 PROVIDE BLOCKING ;°LAG BOLT: RIM JOIST :MIN 48"O.C. 2"x 8"GALVANIZED LAG BOLT (2) 2x8 ACQ NAILER BOARD: 2x8 ACQ DECK J O ISTTOP OF DECK I @1610C ELI DECKING JOIST . RIM JOIST; TOP' OF FOUNDATION CONTINUOUS(2) 2x8 HURRICANE TIE DOWN STRAPPING; BEAM : - EL0'-0" SIMSON LP42 @16 O.C. 2) 2x12 ACQ GRfiDE SILL PA DOUBLE 2 x 6 ACQ PLATE COLUMN—SITE EL.: 1 2, LL J . I I. I I I ------------------- ------------- 6x6 ACQ POST ANCHORED TO FOUNDATION WALLL 'RI�SES�VIESDED TERMITE SHIELD: ,BASEMENT SLAB CONSTRUCTION: FOOTING CONSTRUCTION; COPPER TERMITE SHIELD SEAL ALL REV.1- 0�; SEAMS AND HOLES AROUND 9�.24.2.®021 " ISTRAPPING; I _ SIMSON STRONG PBS66HDG" n FOOTFOUNDATION PERIMITER6x6-110/10 WWM OVER MECHANICAL ING WITH O #6 CONTINUOUS POST BASE STAND OFF II I COMPACTED SOIL-PROVIDE REBAR TIED TO WALL REBAR AT BUILDING PERIMETER EXPANSION JOINTS W/ PERIMETER. PROVIDE 3OF CONCRETE TOPOF SLAB ; ° EL - 8CONTROL JOINTS AS REQUIRED. COVER ON ALL REBAR (TYP.) 5/8"DIA. @ 24"O.C. I FOUNDATION WALL;BOTTOM OF FOOTING 12"x 121POURED CONCRETE II — - - - - - - — — — ICOLUMN POURED CONCRETE WALL WITH ° - - - - - - - - - - - - - - LSITE EL9-0 FOUNDATION WALL: #6 VERTICAL REBAR @ 32"O.C. 1-I II , 1 ' BOTH WAYS I 11 DETAIL WALL SECTION 7DETAIL - COLUMN TO MASONRY CONNECTION SCALE: 1 1/2" 1'-0" SCALE: 1 1/2" 1'-0" Q== SECTION A- =7 — — — — — — — — — — - - -n- - - - - - - - - -- 49 SOUTH C OUN TI RY R,D � •STAGGER FASTNWESTHAMPTON BEACH, NYw 2 Ro1s PHONE: 516-721-9474 FOUNDATION WALL CONSTRUCTION: $.5-MIN. oz x B• 'DISTANCE SNAIL BE PERD TO EMAIL: CZARNECKIDESIGNS@GM -.Aa `.I LCOr �M 8"POURED CONCRETE WALL WITH #6 5-MAX 0 ® � 6.5MIN.FOX BE REDUCED T04.5•IF LAG SCR VERTICAL REBAR @ 32"O.C. 7 5'M FOR 2 X 12 ARE USED OR BOLT SPACING IS REDUCED TO THAT of LAG SCREWS TOATTACH2 X B LEDGERS TO 2 X 8° TOP OF RIDGE -•-•-•-•--•--•-•-•-•........... ----•-•-•----•--•-•-•-•-•-•-•-•-•-•---------._._._._-_._._._---._---------- _._._.-._.-._.--_._.-. LEDGER—/ LAG SC OR DOLT 314' NBANDJOISTS. SITE EL.:28WATERPROOFING: SPRAY ON BITCHUTHANE WATERPROOFING STRUCTURE BY °I I LEDGER BOARD TO HOUSE CONNECTION OTHERS SCALE: N.T.S. SLAB CONSTRUCTION; °4"POURED CONCRETE SLAB ° FOOTING CONSTRUCTION: 24"x 121DEEP POURED CONCRETE ° FOOTING WITH(4) #6 CONTINUOUS I _ il I REBAR TIED TO WALL REBAR AT; BUILDING PERIMETER 3 ' Lj I L PRIVATE RESIDENCE !I L 75 BIRCH ROAD TOP OF PORCH RIDGE ------- - --------------- --------- ------ SOUTHOLD, NY 11971 SITE EL12'-5" iI - L DETAIL WALL SECTIONL STRUCTURE BY PORCH ROOF; 5 SCALE; 1 1/211'.0" SEAM METAL ROOF LDOVER ICE AND WETHER SHIETOP OF PORCH BEAM - - - - - - - - - - - - - - - - - OVER PLYWOOD OVER 2x8 SITE EL9'4" SECTION ROOF RAFTERS 12 -----------_ __-_- A-A F.771 5 ALL TRIM,COLUMNS TO BE ROOFING UNDERLAYMENT:I WARPED IN PVC 30# FELT PAPER RAILING; ROOFING : 36 MIN RAILING ROFSHIGLOVER�i an SITE El 1%1"CK CDX PLYWOODTOP OF DE TOP OF FOUNDATION --------------------- -------- HALF ROUND GUTTER SUPPORTEDITE EL0-0" 4 GRADE O ROOF DECK SITE EL.:-1'-2" TRIM&SOFFIT: TO MATCH TO MAIN DWELLING SCREEN: h k� — PROVIDE INSECT SCREEN L - - - - - - - - - - - - — — — — — — — — —� SCALE: N.T.S. 5 TYPICAL EVE DETAIL DECEMBER 14, 2021 SCALE: 1 1/2" = 1'-0" f DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA KATHY C.HOCHUL 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROBERT J. RODRIGUEZ ( TELEPHONE:(M8)474-4073 SECRETARY OF STATE C WWW.DOS.NY.GOV 9 1 f April 7, 2022 E E n r Mr. Richard Bird 1 Muncy Homes, Inc. MAY Q 1567 PA Route 442 East 3 2922 I Muncy, PA 17756 BUILDING DEPT TOWN OF SOUTHOLD NYS RESIDENTIAL MODULAR SYSTEM RENEWAL l NEW SYSTEM APPROVAL NUMBER: M1387-2022-008 PREVIOUS APPROVAL NUMBER: M1387-2020-021 Dear Mr. Bird: , In reference to your written application for approval received February 9,2022 to construct Factory Manufactured Detached One-and-Two-Family Dwellings and Multiple Single-Family Dwellings(Townhouses)System of Models designated M1387-2022-008 is hereby approved to allow such construction in compliance with the 2020 NYS Uniform Codes(2020 RCNYS).This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until April 7,2024, unless sooner revoked, and is subject to renewal at that time.A revision in the adopted code version will also warrant a revision in this approval. The conditions of this Systems Approval also include the following: Construction Classification: Type VB Maximum Ground Snow Load: 90 PSF Seismic Design Category: B, C or DO Townhouses shall be designed to Seismic C or DO (Per 2020 RCNYS Section R301.2.2) Wind Speed: 115 mph to 5139 mph Vult Wind speed >140 mph will require engineered design. Individual Models located in regions having a ultimate wind speed of 140 miles per hour or-greater shall be submitted to the Division for review and approval. Exposure Category: Exp C(standard)Exp D(optional) Climate Zone: 4, 5,and 6 Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used in; "Hurricane Prone Regions"and"Non-Hurricane Prone Regions." 1. The manufacturer will submit their Monthly Permit Report summarizing(listing)all permit sets with information about project location,dwelling type, production serial number, and approval number. 2. Individual permit sets are to be submitted to your independent third party agent for review prior to fabrication.Any deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately undertaken. Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design professional registered to practice in New York State. The design professional must also provide a statement on the cover sheet of the permit plan set that certifies the plans have been developed from the original systems set of plans and specifications. Additionally, the certifying design professional shall not be in any way affiliated or associated with the manufacturer's third party quality assurance agency.The following statement may be used to provide this certification; 'The plans and specifications of this pennit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on Page 1 of 3 April 7, 2022 under Systems number M1387-2022-008.' p The approval identified above is limited to all construction that takes place in the factory.Site related work including installation and connection of the building and/or components,foundations, mechanical connections,stairs,decks, etc, is the responsibility of the. Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2020 RCNYS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the above referenced code, he/she should contact the DOS for further review and/or determination. i i 3.. All trusses designed for use in Modular Buildings shall meet the requirements of the 2020 RCNYS and the design methodology associated with the ASCE 7-16 design standard. ( Individual permit plan sets shall provide as a minimum the following information (but not limited to): E Cover Sheet which provides information on: • The homeowner/project name, project address including Zip Code and County location • Structural design criteria listing applicable design loads such as ground snow load,seismic design category, wind speed,live loads, dead loads,flood hazard,etc. • Applicable building codes and design specifications # • Energy code information including method of compliance, the climate zone used for thermal design parameters, and a statement by a design professional certifying that the plans are in compliance with Chapter 11 Energy Efficiency of the 2020 RCNYS. • The Occupancy Classification,Type of Construction and square footage • Applicable general notes • Index of drawings • Manufacturer's title block • List of items NOT being provided by the modular manufacturer • Verify the intended foundation type and show height above grade,and if the AHJ has determined whether the home is three stories above grade and required to be equipped with an NFPA 13D Sprinkler System. • Additionally, you must verify the location of the building on the lot according to the 2020 RCNYS Section R302"Fire-Resistant Construction".Identify the lines used to determine fire separation distance and provide protection complying with Table R302.1(1)"Exterior Walls"and Table R302.1(2)"Exterior Walls—Dwellings with Fire Sprinklers"and Table R302.6"Dwelling-Garage Separation". Foundation Plan (informational only)showing: • Identify all uniform and concentrated gravity loads in addition to all sliding, uplift, and overturning loads imposed on the foundation by this specific model, all of which need to be used by a design professional in developing the final foundation design. • Anchor bolt/hold down locations and spacing,specialty anchor locations and types • Stairwell location and framing enclosure if required to complete the conditioned space enclosure Floor Plans showing: • Location of the"insignia of approval" • Room names with square foot area. • Amounts of required/provided light and ventilation and emergency egress window locations • Location and amounts of wall bracing based on Table R602.10.3 and length requirements based on Table R602.10.5,including the requirements specked in Section R602.11 for Seismic Design Categories"D0,D1 &132" • Locationitype of fire rated wall assemblies • Stairs with direction up or down • Doors,egress windows and safety glass locations • Header and beam sizes • Attic access locations • Locations of cathedral or vaulted ceilings • Applicable project specific notes Building Cross Sections showing: • Identification of structural members and roof system • Vertical dimensions floor to ceiling and bottom of truss Page 2 of 3 ! • Materials used in roof and wall assemblies • Insulation locations and types,sizes and°R'values • field completed insulation assemblies # Building integration details(module connections) • Location/type of horizontal fire separation and required fire blocking • Roof truss bracing and structural connections(uplift, lateral,etc.) • Attic ventilation • Applicable project specific notes Building Elevations showing: • Floor to floor wall heights • Finished grade line with distance to 1 14 finished floor to show need for compliance with R313 for automatic sprinkler system. Show building mean roof height(MRH) • Siding materials • Window types,ventilation and egress area, U values • Statement concerning code required field completed items(stairs,landings, decks, handrails,lighting,etc.) • Label emergency egress windows s • Applicable project specific notes Electrical Plans showing: • Smoke and carbon monoxide detector locations • GFCI outlet locations and arc fault protection provided • Junction box locations for field connections and miscellaneous future installations Ventilation fan capacity and outlet locations • Electrical load calculations • Electric panel, Lighting and outlet locations Applicable project specific notes Mechanical/Plumbing Plans showing: • Drain,waste and venting-layout=including ail-pipe sizes{specific to{permit-set) • Potable water supply piping(specific to permit set) • Type and location of domestic hot water heating system • Type and location of HVAC equipment and duct sizing information • Heat loss calculations(if HVAC is provided by manufacturer) Miscellaneous Plans and Details showing: • Manufacturers truss drawings including `special requirements addressed such as sliding, 'drifting or unbalanced snow load conditions • Completed"Notice of Utilization of Truss Type Construction"form. (Title 19 NYCRR Part 1265) • Summary of references to system for selection of structural members • REScheck energy compliance reports(specific to permit set) • Window and Door Schedules providing manufacturers'information It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State registered design professional. This approval is subject to the condition that all construction is to be in conformance with the 2020 New York State Uniform Code (2020 RCNYS). A copy of this letter shall accompany all plans and specifications submitted as part of a permit application to the local jurisdiction. Prior to shipment from the factory each manufactured home,model and component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209.5.The Insignia of Approval Order form is available by emailing me at: donald.thomas@dos.ny.gov Please Note: Use the NEW System Approval Number(at the top of this letter)when ordering Insignia. Sincerely, Don Thomas Jr.,AIA/CEO—Senior Architect Attachment: NYSDOS Stamped set of pdf Systems drawings cc:Harold Raup and Renee Moist-PFS Corporation Page 3 of 3 e" PFS Corporation d/b/a PFS TECO P FS•TECo. An Employee-Owned Company Richard Bird November 2,2021 Muncy Homes,Inc. 1567 PA Route 442 East P.O. Box 325 Muncy,Pennsylvania 17756 Re: Muncy Homes,Inc.,Muncy,PA NYSDOS Systems Approval No. M1387-2020-021 validru April 14,2022 Submittal: 33277 McKay Residence at 75 Birch Road in Sout o in Suffolk County Dear Mr. Bird, Enclosed please find one (1) electronic copy of the accepted documents for the above referenced manufacturer. PFS Corporation has completed a review only of the enclosed documents and found them to be within the approved systems documents on file with New York Department of State Codes Division and comply with the 2020 NYS Uniform Fire Prevention and Building Code which incorporates the 2020 Residential Code of NYS, 2020 Energy Conservation Construction Code of NYS and 2017 National Electrical Code. The review provided by PFS Corporation is to verify compliance within the approved systems documents only. The Design Professional of Record is responsible for the accuracy and compliance of the attached plans. To the best of our knowledge,these plans have been found to be within compliance with the State of New York Rules and Regulations,Department of State, Title 19 (NYCRR), Chapter XXXII Division of Code Enforcement-and Administration,Part 1209 Regulations and Fees for Factory Manufactured Buildings. This is a file copy for your records,review and approval. Should you have any question,please feel free to call this office at any time. ; ' Digitally signed by D. Sincerely, , Renee Moist D. Renee"' DN:cn=D.Renee Moist, D.Renee Moist ,:o,ou=PFS, Staff Plan Reviewer {. ,-' email=renee.moist@pfs Re.nee.moistCq ?pfsteco.com MOIST . - teco.com,;c=US Northeast Regional Office Date:2021:11.02 12:50:49-04'00' Enc: As stated above. Cc: PFS—File copy Donald Thomas, Jr.,AIA(DOS) 570.784.8396 • 417 Central Rd.Ste.2 • Bloomsburg,PA 17815 . TE j TESTER W.WW.PFSTECO,C©M MARKS YOU CAN BUILD ON Mono-Truss:Flat:2-Modules-Wide Section Contents Pages 13.2 Two-Story(continued) 13.2.3 7/12 Roof Pitch 13.2.3.1 35 PSF Ground Snow Load 13.2.3.1.1 20 ft Wide 13.2.3.1.1.1 thru 20 13.2.3.1.2 22 ft Wide Reserved 13.2.3.1.3 24 ft Wide 13.2.3.1.3.1 thru 20 112,11.4 29 flMde 112,11-4.1 Lbru 29 13.2.3.1.5 28 ft Wide 13.2.3.1.5.1 thru 20 . i e-LOW ru 70 13.2.3.1.7 31 ft Wide 13.2.3.1.7.1 thru 20 13.2.3.2 50 PSF Ground Snow Load 13.2.3.2.1 20 ft Wide 13.2.3.2.1.1 thru 20 13.2.3.2.2 22 ft Wide Reserved 13.2.3.2.3 24 ft Wide 13.2.3.2.3.1 thru 20 13.2.3.2.4 26 ft Wide 13.2.3.2.4.1 thru 20 13.2.3.2.5 28 ft Wide 13.2.3.2.5.1 thru 20 13.2.3.2.6 31 ft Wide-Low HH 13.2.3.2.6.1 thru 20 13.2.3.2.7 31 ft Wide 13.2.3.2.7.1 thru 20 13.2.3.3 60 PSF Ground Snow Load 13.2.3.3.1 20 ft Wide 13.2.3.3.1.1 thru 20 13.2.3.3.2 22 ft Wide Reserved 13.2.3.3.3 24 ft Wide 13.2.3.3.3.1 thru 20 13.2.3.3.4 26 ft Wide 13.2.3.3.4.1 thru 20 13.2.3.3.5 28 ft Wide 13.2.3.3.5.1 thru 20 13.2.3.3.6 31 ft Wide-Low HH 13.2.3.3.6.1 thru 20 13.2.3.3.7 31 ft Wide 13.2.3.3.7.1 thru 20 13.2.3.4 90 PSF Ground Snow Load 13.2.3.4.1 20 ft Wide 13.2.3.4.1.1 thru 20 13.2.3.4.2 22 ft Wide Reserved 13.2.3.4.3 24 ft Wide 13.2.3.4.3.1 thru 20 13.2.3.4.4 26 ft Wide 13.2.3.4.4.1 thru 20 13.2.3.4.5 28 ft Wide 13.2.3.4.5.1 thru 20 13.2.3.4.6 31 ft Wide-Low HH 13.2.3.4.6.1 thru 20 13.2.3.4.7 31 ft Wide 13.2.3.4.7.1 thru 20 NAl; Pg. 13.g 2.22.20 2-07-2020 r Structural Schedule for a 2-Story Dwelling: Job#:` "Systems" Ground Snow Load; 35 psf Basic Wind Speed Vaso 110 mph 3sg Exp. -C Ultimate Wind Speed VULT: 14Z mph 3sg Eq.Exp"D"Wind Speed VULT 131 mph 3sg IW3=451 plf = W2=395 Of Mean Roof Height; 30 ft Wall Zone Roof Pitch 7/12 Truss Type: Mono-Flat Kneewall Dim.' n/a I F W3=886 pif — W4=820 pif Roof Design Standard = d Max.Module Width 14 ft ! 9 House Width(nom); 28 ft Wall Height-1st Floor 8 ft IF Wall Height-2nd Floor8 ft WS=1286 pif W61210 pif Typical Loads: 2nd Fir.LL= 40 psf Ext Wall DL= 50 plf Loading Section-"Loads per Module" 2nd Fir.DL= 10 psf Mate Wall DL= 40 pif 1st Fir Clg DL= 5 psf (per mod) 1st FI r.LL= 40 psf 1st Fir.DL= 10 psf Loading Section Formulas: W1=Truss Reaction+OH(as applicable)converted to PLF=451 pif. Reference page#2.2.6 within the Calculation Manual for loading origin. W2=Truss Reaction converted to PLF=395 pif. Reference page#2.2.6 within the Calculation Manual for loading origin. W3=[(1/2Max Mod Width)*(2nd Story LL+Floor DL+CIgDQ]+W1+Ext Wall DL [(0.5 x 14)x(40+10+5)]+451+50=886 plf W4=[(1/2 Max Mod Width)*(2nd Story LL+Floor DL+Clg DL)]+W2+Marr Wall DL Loading Section LL and DL Summary(plfl: [(0.5x14)x(40+30+5)]+395+40=820 pif TL LL DL W5=[(1/2 Max Mad Width)*(1st Story LL+Floor DL)]+W3+EM Wall DL w1'= 451 339 112 [(0.5 x 14)x(40+10)]+886+50=1286 pif W2s= 395 297 98 W6=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+W4+Marr Wall DL W3= 886 619 267 [(0.5 x 14)x(40+10)]+820+40=1210 pif W4= 820 577 243 WS= 1286 899 387 No-Transfer Load INTO Loading Section Formulas: W6= 1210 857 353 W3 NTL W3=[(1/2 Max Mod Width)*(2nd Story LL+Floor DL+Clg DL)]+EM Wall DL W3 NTL W1= 435 280 155 [(0.5x14)x(40+10+5)]+50=435 pif W4 NTL W2= 425 280 145 W4 NTL W2=[(1/2 Max Mod Width)*(2nd Story LL+Floor DL+Clg DL)]+Marr Wall DL WS NTL W3= 400 280 120 [(0.5 x 14)x(40+10+5)]+40=425 pif W6 NTL W4= 390 280 110 WS NTL W3=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+EM Wall DL WS NTL W3= 835 560 275 [(0.5 x 14)x(40+10)]+50=400 pif W6 NTL W2= 815 560 255 W6 NTL W4=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+Marr Wall DL [(0.5 x 14)x(40+10)]+40=390 pif WS NTL W3=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+EM Wall DL+[(1/2 Max Mod Width)*(2nd Story LL+Floor D L+Clg DL)]+Ext Wall DL [(0.5 x 14)x(40+10))+50+[(0.5 x 14)x(40+10+5)]+50=835 pif W6 NTL W2=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+Marr Wall DL+[(1/2 Max Mod Width)*(2nd Story LL+Floor DL+Clg DL)]+Marr Wall DL [(0.5 x 14)x(40+10)1+40+[(0.5 x 14)x(40+10+5)]+40=815 pif Footnotes Applicable to All Pages Within this Section: 1) All LVL is 1.5"wide,2.0E. LVL may be as shown or better. 2) Ext Stud Columns reference page 6.2.1.3.e of the Calc Manual.The total number of studs is reflectant of one full stud with the remaining under the header. 3) Int. Stud Columns reference page 6.4.1.a of Calc Manual. Columns shown are braced. If unbraced,seepage 6.4.2.a of calc manual-choose appropriate column for reaction given. 4) Reference page 6.1.1.c of Calc Manual for Exterior Studs and page 6.3.1.a of Calc Manua[for Interior Studs. 5) Reference Section#4 of Calc Manual for Headers,Beams and Girders. Reference Section#5 for Floor/Ceiling Girders. 6) For the purpose of determining truss LL&DL for W1 and W2,LL taken at 75%of TL,DL at 25%of TL 7) Zone 5 Stud and Stud Column values used as"worst case condition"values in charts below. See calc manual or alternate load section for Zone 4 values if necessary. 8) Referenced Standards:ASCE 7-2016 and NDS 2018. 9) Most common loading condition shown above. Load sections based on specific conditions may be generated referencing calculations in approved manual. Stud Requirements:° First Floor: 8'Wall Height Second Floor:8'Wall Height 12"o.c. 16"o.c. I 24"o.c. 12"o.c. 16"o.c. 24"o.c. 2x4 SPF#1/#2 OK NG NG OK OK NG Sidewall 2X6 SPF Stud OK OK OK OK OK OK 2x6 SPF#1/#2 OK OK OK OK OK OK 2x3 SPF#1/#2 OK OK NG OK OK OK Matewall 2x4SPF#1/#2 OK OK OK OK OK OK 2x6 SPF Stud OK OK OK OK OK OK 8ft High matewall stud calc values may be used for 9 ft high walls if solid wall blocking is installed at 8 ft aff.. 2-07-2020 13.2.3.1.5.11 1 , 2nd Fir.Headers&Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(VASD/VuLT)Exp C,131(VuLT)Exp D Table"A"- Sidewall Headers and Girders(Wl): Table"B"- Sidewall Headers and Girders(W3): Second Floor 1Reaction Stud Columns 2'7 SecondFloor Readlon Stud Columns 2'7 No. Mems Species Max.S an Page# 2x4$PF 2x65PF 2x65PF g 1 Page# 2x4 SPF US SPF 2x65PF Span (lbs) #1/#2 stud pl/p2 No. Mem Species Max.Span (lbs) #1/#2 stud #1/#2 1 (1)2x4 SPF#2(s) 27"(2!-3"), 584 4.3.a 2, .2 2 1 , (1)3.5" 2.OE,LVL 46"(3'-10") 970 '4.3.a 3 2 2 2 (1)2x6 SPF#2(s) 40"(3'-4") 855 43.a 2 2 2 2 (1)5.5" 2.OE,LVL 71"(5'-I1") 1491 4.3,a 3 2 4 3 (1)2x8 SPF#2(s) 51"(4'-3") :1084 4,3.a 3 2 2 3 (1)7.25" 2.OE,LVL 92"(T-S") 1932 43.a 4 3 2 4 (1)2x10 SPF#2(s) 63"(V-3"), 1326 43.a 3 2 2. 4 (1)9.25" 2.OE,LVL -115"(9'-7") 2425 4.3.a 4 3 2 5 (1)2x12 SPF#2(s) 73"(6'-1") 1539 4.3.a 3 2 '2. 5 (1)11.25" 2.OE,LVL 138"(11'-6") 2912 4.3.a n/a 3 2 6 (1)2x4 SPF#1/#2; 29"(2'-5'.') 622 43.a 2 2 2 6 (1)12" 2.OE,LVL :147"(12'-3") 3092-`" .4.3.a n/a 3 3 7 (1)2x6 SPF#1/#2 43"(3'-7") .911 4.3.a 2 2 2 7 (1)14" 2.OE,LVL 169"(14'-1") 3573 4.3.a n/a 4 3L 8 (1)2x8 SPF#1/#2: 55"(4'-7"), - '1153 4.3.6 3 2 2 8 (1)16" 2.OE,LVL 192"(16'-0") 4047 4.3,a n/a 4 '3- 9 (1)2x10 SPF#1/#2: 67"(5'-7") 1408 4.3.a 3 2, _ 2 9 (1)18" 2.OE,LVL ;214"(1T-S0' 4520 4.3.a - n/a n/a '3 10 (1)2x12 SPF#1/#2 78"'(6'-6") 1636 4.3.a 3 2 2 SO (1)20" 2.OE,LVL `236"(19'-8") 4990 4.3.a nJa n/a 3- 11 (2)2x4 SPF#2(s) 39"(3'-3") 828 43.a .2 - 2 2 11 (1)22" 2.OE,LVL ` 258"(21'-6") 5457 4.3.a n/a n/a 4 12 (2)2x6 SPF#2(s) 57"(4'-9"): 1212 4.3.a 3 2• 2 12 (2)3.5" 2.OE,LVL 59"(4'd1") 1236 4.3.a 3 2 2 13 (2)2x8 SPF#2(s) 73"(6'-1") 1536,„ 4.3.a- 3 2 2 13 (2)5.5" 2.OE,LVL j -92"(T-8") 1949 4.3.a - 4 3 2 14 (2)2x10 SPF#2(s) :89"(7'-5") 1879 4.3.a 4 3 2 14 (2)7.25" 2.OE,LVL ' 122!'(10'-2") 2575 4.3.a _.4 3 2 15 (2)2x12 SPF#2(s) :X103"(8'-7"), - 2181 4.3.a 4 3 `2 15 (2)9.25" 2.0E,LVL 156"(13'-0") 3290 4.3,an/a 4 3 16 (2)2x4 SPF#1/#2 42"(3'-6") 879 4.3.a 2 2 2' 16 (2)11.25" 2.OE,LVL 189"(15'-9") 4008 4.1a n/a 4 3. ' 17 (2)2x6 SPF#1/#2, 61"(5=1") 1288 4.1a 3 2 2 17 (2)12" 2.0E,LVL 1202"(16'40..") 4279 4,3.a n/a 4 3 18 (2)2x8 SPF#1/#2 77"(6'-5") 1633 4.3.a 3 2 2 1S (2)14" 2.OE,LVL 235"(19'-7") 5000 " '4.3.a n/a n/a 3 19 (2)2x10 SPF#1/#2 , 94"(7'-10") 1998 4.1a 4 '3 2 19 (2)16" 2.OE,LVL 269"(22'-5") 5722 4,3,a n/a - n/a 4 20 (2)2x12 SPF#1/#2 109"(9'd") 2319 4.3.a 4 3 2„ 20 (2)18" 2.OE,LVL 301".(25'-1") 6430 4.3.a n/a n/a 4 21 (3)2x4 SPF#2(s) '5V,(4'-3") 1088 43.a n/a n/a 2 21 (2)20" 2.OE,LVL 332!'(27%8--) 7103 4.3,a n/a n/a 4 22 (3)2x6 SPF#2(s) 75"(6'-3") 1593 4.3.a ,n/a n/a 2 22 (2)22" 2.OE,LVL .362"(30'-2") -7772 . 4.3.a n/a n/a •n/a 23 (3)2xS SPF#2(s) -96"(8'-0") 2021 4,3.a n/a n/a 2. 23 (3)3.5" 2.OE,LVL 67"(5'-7") 1423 4.3.a n/a n/a 2 24 (3)2x10 SPF#2(s) 117"(9'4") 2472 43.a n/a n/a 2- 24 (3)5.5" 2.OE,LVL 106"(8'-1�")-•12244 4.3.a n/a n/a 2. 25 (3)2x12 SPF#2(s) 135"(11'-3") 2870 4.3.a n/a n/a 2 25 (3)7.25" 2.OE,LVL `140"(11'-S")• 2967 4.3.a n/a- n/a 2 26 3 4 SPF#1/#2 55'4'-7" 57 4.3.a n/a a 26 (3)9.25" 2.OE,LVL ;178"(14-40"), ,3795 4.3.an/a _ n/a 3 27 (3)2x6 SPF#1/#2 i 80"(6'-8") 1696 4.3.a n/a n/a .-2 27 (3)11.25" 2.OE,LVL ;-217"(1 8'-1") 4630 4.3.a n/a n/a, 3 . . 28 (3)12" 2.OE,LVL ;231"(19'-3") 4944 4.1a - n/a n/a •3 ' 29 (3)2x10 SPF#1/#2 '124"(10'4") '2630 4.3.a n/a n/a 2. ' 29 (3)14" 2.0E,LVL '.,270"(22'-6") -5782 - 4.3.a n/a n/a ,4 30 (3)2x12 SPF#1/#2.143",(1T-ST') 3053 43.a n/a n/a -,3,, 30 (3)16" 2.OE,LVL 308"(25'-S") 6623 4.3.a n/a n/a 4 A=LL=240,TL=180,CD=1.15 Wall Height=8 ft Table Load=500 PLF 31 (3)18" 2.OE,LVL 346"(28'-10") 7469 4.3.a n/a n/a n/a 32 (3)20" 2.OE,LVL -384"(32'-0") 8320 4.3.a n/a nJa n/a 33 (3)22" 2.0E,LVL 422"(35'-2"), 9175 4.3,a n/a n/a n/a A=LL=240,TL 180,CD=1.15 Wall Height=8ft Table Load=500 PLF Table"C"-Matewall Headers and Girders(W2): "Per Module" Table"D"-Matewall Headers and Girders(W2): "Per Module" Second Floor Reaction Stud Columns 3 Second Floor Reaction Stud Columns 3 No. Mems Species Max.Span (lbs) Page# 2x35PF 2x4 SPF 2x6 sPF No Mems Speciesl Max.Span (lbs) Page# 2x35PF 2x45PF 2x65PF #1/#2 #1/#2 011#2 #1/#2 #1/#2 #1/#2 1 (1)2x4 SPF#2(s) 31"(2'-7") 524 4.3.a 1 1 1 1 (1)3.5" 2.OE,LVL SO"(4'-2") 839 -4.3.a 1 1 1 2 (1)2x6 SPF#2(s) '45"(3'4') 767 4.3.a 1 1 - 1 2 (1)5.5" 2.OE,LVL 78"(6'-6") 1322 4.3.a 2 1 1 3 (1)2xS SPF#2(s) 57"(4'79") 971 4.3.a 1 1 1 3 (1)7.25" 2.OE,LVL 103"(8'-7"). 1729 4.3.a 2 1 1 4 (1)2x10 SPF#2(s) , 70"(5'-SO")� 1187' 4.3.a 2, 1 1, 4 (1)9.25" 2.OE,LVL ;129"(10'-9") 2171 4.3.a 2' 1 1 5 (1)2x12 SPF#2(s) 81"(6'-9' ' .1376 4.3.a 2 1_ 1 5 (1)11.25" 2.OE,LVL 154'.'(12'-10") 2606 43.a 3 2 1 6 (1)2x4 SPF#1/#2- 33"(2'-9") -556 4.3.a 1 1 1 6 (1)12" 2.OE,LVL 164"(13'-8") 2769 4.3.a _.3 2 1 7 (1)2x6 SPF#1/#2 48"(4'-0")' 814 4.3a 1 1 1 7 (1)14" 2.0E LVL 189" 15'-9" 3198 4.3s 3 2 1 8 (1)2x8 SPF#1/#2; 61"(5'-1") -,1032 4.3.a I 1 1 8 (1)16" 2.OE,LVL 214"(1T-10") 3625 4.3.a 4 2 2 9 (1)2x10 SPF#1/#2 75"(6'-3"), - 1260 4.3.a 2 1 '1 . . 10 (1)2x12 SPF#1/#2 87"(7'-3")• 1464 4.3.a 2 1 1 30 (1)20" 2.OE,LVL 263."(21'-11") 4470 4.3.a 4 3 2 11 (2)2x4 SPF#2(s) 44"(3'-8") 742 4.3.a n/a 1 1 11 (1)22" 2.OE,LVL 288"(24'-0") 4896 4.3.a 5 3 2. 12 (2)2x6 SPF#2(s) 64','(5'-4") 1085 4.3.a n/a 1 1 12 (2)3.5" 2.OE,LVL 63"(5'-3") 1069 4.3.a n/a 1 1 13 (2)2x8 SPF#2(s) 81"(6'4') 1376 4.3.a n/a 1 1 13 (2)5.5" 2.OE,LVL 100"(8'-4") 1685 4.3.a n/a 1 1 14 (2)2x10 SPF#2(s) 99"(S'-3")' 1683 43.a n/a 1 1 14 (2)7.25" 2.OE,LVL 132"(11'-O")' 2226 4.3.a n/a I 1 1s (2)2x12.SPF#2(s) 115"(9'-7") 1952 4.3.a n/a 1' 1 15 (2)9.25" 2.OE,LVL 168"(14'-0") 2847 4.3.a n/a 2 1 16 (2)2x4 SPF#1/#2 47"(3'-11") 788 43.a n/a 1 1 16 (2)11.25" 2.OE,LVL 204"(1T-O`) 3471 4.1a n/a 2 1 17 (2)2x6 SPF#1/#2.-68"(5'41) 1153 4.3.a n/a 1 1 17 (2)12" 2.0E,LVL _218"(18'-2") 3705 4.3.a n/a _ 2 2 18 (2)2x8 SPF#1/#2: 86"(7'-2:') 1463 4.3.a n/a 1 1 18 (2)14" 2.OE,LVL 254"(21'-2") 4331 4.3.a n/a 2 2 19 (2)2x10 SPF#1/#2. 105"(8'=9") 1789 4.3.a n/a 1 .-' -1- 19 (2)16" 2.OE,LVL 290"(24'-2"),'4960 4.3.a n/a 3 2 20 (2)2x12 SPF#1/#2>122"(10'-2") 2076 43.a n/a 1 1 20 (2)18" 2.OE,LVL 326".(27'-2")' 5593 4.3-a n/a 3 2 21 (3)2x4 SPF#2(s) 58"(4'-10") ,, 974 4.3.a - n/a n/a 1 21 (2)20" 2.OE,LVL :361"(30'-1") 6226 4.3.a -n/a 3 2- 22 (3)2x6 SPF#2(s) 84"(7'-0") 1426 4.1a -n/a n/a 1 22 (2)22" 2.OE,LVL 397"(33'-1") 6863 4.3.a n/a 4 2 23 (3)2x8 SPF#2(s) 107"(8'-11") 1509 43.a n/a n/a 1 23 (3)3.5" 2.OE,LVL 73-,'(V-V) 1231 4.3,a n/a n/a 1 24 (3)2x10 SPF#2(s) -130"(SO'-10") 2214' 4.3.a n/a. o/a 1 24 (3)5.5" 2.0E,LVL 114"(9'4") 1942 4.3.a n/a n/a, 1 25 (3)2x12 SPF#2(s) `, 151"(12'-7;') 2572 43.a n/a n/a I 25 (3)7.25" 2.0E,LVL 151".(12'-7") 2567 4.3.a n/a n/a I 26 (3)2x4 SPF#1/#2' -61"(5'-1") 1036 4;1a n/a n/a 1 26 (3)9.25" 2.0E,LVL '192".(16'-0") 3287 4.1a n/a n/a 1 27 (3)2x6 SPF#1/#2 90"(7'-6") 1517, 43.a - n/a ' n/a 1 27 (3)11.25" 2.OE,LVL 234"(19'-6") 4012 4.1a n/a n/a 2' 28 (3)2x8 SPF#1/#2_ 113"(9'-5"). 1925 4.3.a n/a n/a -1 28 (3)12" 2.OE,LVL 24V'(20'-9--) 4284 4.3.a n/a n/a "2 29 (3)2x10 SPF#1/#2_ 138"(11'-V), 2356 4.3.a n/a n/a, 1 29 (3)14" 2.OE,LVL 290"(24'-2"), 5012 4.3.a n/a n/a 2 30 (3)2x12 SPF#1/#2 :160"(13'-4") 2738- 41Aa n/a n/a 1 30 (3)16" 2.13E,LVL [331"(27-7"); .5746' 4.3.a n/a' n/a 2, A=LL=240,TL=180,CD=1.15 Wall Height=8 ft Table Load=400 PLF 31 (3)18" 2.OE,LVL 372"(31'-0") 6485 4.3.a n/a n/a ,2 32 (3)20" 2.OE,LVL 413"(34'-5") 7228_ 4.3.a n/a n/a 3 33 (3)22" 2.OE,LVL 454"(37.'-10"). 7974 4.3.a ei/a h/a •3 A=LL=240,TL 180,CD=1.15 Wall Height=8ft Table Load=400 PLF 2-07-2020 13.2.3.1.5.12 t 1st Fir.Headers&Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(VAsD/VuLT)Exp C,131(VuLT)Exp D Table"E"- Sidewail Headers and Girders(W3): Table"F"- Sidewall Headers and Girders(W3): First Floor 1Reaction stud Columns'•' First Floor Reaction Stud columns'-' No. Mems Species Max.S an Page# 2145PF 2x45PF 2x6SPF s , Page# 2x45PF 2x65PF 2x6SPF Span (lbs) stud 01/92 stud No. Mem Species Max.Span (lbs) #1/#2 stud #I/02 1 (1)2x4 SPF#2(s) 20"(1'-8") 784 4.2.b 2 2 2 1 (1)3.S' 2.0E,LVL 32"(2'-8")r 1222 4.2.b 3 2 2 2 (1)2x6 SPF#2(s) 30"(2'-6") 1150 4.2.b 2 2 2 2 (1)S.5" 2.0E,LVL Sl"(4'4") 1921 4.2.b 3 2 2 3 (1)2x8 SPF#2(s) 38"(3'-2") 1452 4.2.b 3 2 2 3 (1)7.2S- 2.13E,LVL 67"(5'-7") 2536 4.2.b 4 3 2. 4 (1)2x10 SPF#2(s) j 47"(3'-11") 1778 4.2.b 3 2 2 4 (1)9.25- 2.OE,LVL 86"(7'-2") 3238 4.2.b 4 3' 2 5 (1)2x12 SPF#2(s) 54"(4'-6") 2059 4.2.b 3 2 2 5 (1)11.25- 2.0E,LVL 103"(8'-7") 3900 4.2.b n/a "3 3 6 (1)2x4 SPF#1/#2' 21"(1'-911) 807 4.2.b 2 2 2 6 (1)12' 2.0E,LVL 109"(9'-1") 4140 4.2.b n/a 3 3 7 (1)2x6 SPF#1/#2 32"(2'-8") 1218 4.2.b 3 2 2 7 (1)14" 2.13E,LVL 126"(10'-6") 4786 4.2.b n/a 4 3 8 (1)2x8 SPF#1/#2 ' 41"(3'-5") 1543 4.2.b 3 2 2 8 (1)16" 2.13E,LVL ;143"(11'41") 5418 4.2.b n/a 4 3 9 (1)2x10 SPF#1/#2 50"(4'4") 1887 4.2.b 3 2 2 9 (1)18' 2.OE,LVL 160"(13'-4") 6052 4.2.b n/a 4 3 10 (1)2x12 SPF#1/#2 58"(4'40") 2190 4.2.b 3 2 2 10 (1)20' 2.01,LVL 176"(14'-8") "6677 4.2.b n/a n/a 3 11 (2)2x4 SPF#2(s) 29"(2'-5") 1110 4.2.b 2 2 2 11 (1)22" 2.OE,LVL 193"(16'-1") 7299 4.2.b n/a n/a 4 12 (2)2x6 SPF#2(s) 43"(3'-7") 1625 4.2.b 3 .2 2 12 (2)3.5- 2.0E,LVL 41"(3'-5") 1570 4.2.b 3 2 2 - 13 (2)2x8 SPF#2(s) 54"(4'-6") 2056 4.2.b 3 2 2 13 (2)5.5" 2.OE,LVL { 65"(5'-S") 2476 4:2.b 4 2 2 14 (2)2x10 SPF#2(s) 66"(5'-6") 2515 4.2.b 4 3 2 14 (2)7.25" 2.OE,LVL 86"(7'-2") 3271 4.2.b 4 3 2 15 (2)2x12 SPF#2(s) 77"(6'-5") 2915 4.2.b 4 3 2 15 (2)9.25- 2.OE,LVL 110"(9'-2") 4177 4.2.b n/a 3 3 16 (2)2x4 SPF#1/#2 31"'(2'-7") 1178 4.2.b 3 2 . 2 16 (2)11.25- 2.0E,LVL 134"(11'-2") 5091 4.2.b n/a 4 3 17 (2)2x6 SPF#1/#2 45"(3'-9") 1725 4.2.b 3 2 2 17 (2)12' 2.0E,LVL 143"(11'41") 5429 4.2.b n/a 4 3 S8 (2)2x8 SPF#1/#2 ' 58"(4'-30")- 2188 4.2.b 3 2 2 18 (2)14' 2.0E,LVL 167"(13'41") 6346 4.2.b n/a 4 3 19 (2)240 SPF#1/#2 70"(5'-30") 2675 4.2.b 4 3 2 19 (2)16" 2.0E,LVL 1191"(IS'-11") 7251 4.2.b n/a n/a 4 20 (2)2x12 SPF#1/#2 82"(6'-30") 3100 4.2.b 4 3 2 20 (2)18' 2.OE,LVL 1215"(17-11") 8183 4.2.b n/a n/a 4 21 (3)2x4 SPF#2(s) 38"(3'-2") 1458 4.2.b n/a n/a 2 21 (2)20' 2.0E,LVL 239"(19'-11") 9103 4.2.b n/a n/a 4 22 (3)2x6 SPF#2(s) 56"(4'-8") 2134 4.21 n/a n/a. 2 22 (2)22" 2.OE,LVL 263"(21'41") 10026 4.2.b n/a n/a 4 23 (3)2x8 SPF#2(s) ! 71"(5'-11") 2707 4.2.b n/a n/a 2 23 (3)3.5- 2.OE,LVL 48!'(4'-0") 1816 4.2.b n/a n/a 2 24 (3)240 SPF#2(s) 87"(7'4") 3305 4.2.b n/a n/a 2 24 (3)5.5- 2.OE,LVL 75"(6'-3") 2861 4.2.b n/a n/a 2 25 (3)2x12 SPF#2(s) 101"(8'-5") 3836 4.2.b n/a n/a 3 25 (3)7.2S' 2.OE,LVL 100"(8'-4") 3783 4.2.b n/a n/a 3 6 (31 2X4 SP # 4" 3'-5" 15 9 4 2 b n/a n1a 2 26 (3)9.25- 2.OE,LVL 1127"(10'-7") 4837 4.2.b n/a n/a 3 27 (3)2x6 SPF#1/#2 60"(5'-0") 2271 4.2.b n/a n/a 2 27 (3)11.25" 2.OE,LVL 155'(12'-11") 5895 4.2.b n/a n/a 3 28 (3)2x8 SPF#1/#2 76"(6'-4") 2877 4.2.b n/a n/a 2 28 (3)12" 2.OE,LVL 165"(13'-9") 6296 4.2.b n/a n/a 3 . .15 n/a n a 29 (3)14' 2.OE,LVL 193"(16'-1") 7360 4.21 n/a n/a 4 30 (3)2x12 SPF#1/#2 107"(8'41") 4078 4.2.b n/a n/a 3 30 (3)16" 2.OE,LVL 220"(38'-4") 8429 4.2.b n/a n/a 4 A=LL=360,TL=240,CD=1.15 Wall Height=8 ft Table Load=900 PLF 31 (3)18" 2.0E,LVL 248"(20'-8") 9502 4.2.b n/a n/a 4 32 (3)20" 2.OE,LVL 276"(23'-0") 10579 4.2.b n/a n/a 4 33 (3)22" 2.OE,LVL 303"(25'-3") 11661 4.2.b n/a n/a n/a A=LL=360,TL=240,CD=1.15 Wall Height=8ft Table Load=900 PLF Table"G"-Matewall Headers and Girders(W4): "Per Module" Table"H"-Matewall Headers and Girders(W4): "Per Module" First Floor Reaction I Stud Columns' First Floor Reactlon Stud Columns' No. Mems Species Max.Span (Ibs) Page# 2.4 SPF 2x45PF 2.6 SPF No. Mems Species' Max.Span (lbs) Page# 2x45PF 214511 11111`1stud #1/#2 #1/#2 Stud #I/#2 111/02 1 (1)2x4 SPF#2(s) 21"(1'-9") 762 4.2.b 1 1 1 1 (1)3.5- 2.OE,LVL 33"(2'-9") 1179 4.2.b 1 1 1 2 (1)2x6 SPF#2(s) 31"(2'-7") 1116 4.2.b 1 1 1 2 (1)5.5" 2.OE,LVL 52"(4'-4") 1853 4.2.b 1 1 1 3 (1)2x8 SPF#2(s) 39"(3'-3") 1414 4.2.b 1 1 1 3 (1)7.25- 2.0E,LVL i 68"(5%8") 2447 4.2.b 2 2 1 4 (1)2x10 SPF#2(s) 48"(4'-0") 1726 4.2.b 1 1 1 4 (1)9.25- 2.OE,LVL 87"(7'-3") 3123 4.2.b 2 2 1 5 (1)2x12 SPF#2(s) 56"(4'-8") 2004 4.2.b 1 1 1 5 (1)11.25- 2.OE,LVL 1106"(8'40") 3791 4.2.b 2 2 2 6 (1)2x4 SPF#1/#2 22"(1'40") 792 4.2.b 1 1 1 6 (1)12" 2.OE,LVL 113"(9'-5") 4027 4.2.b 2 2 2 7 (1)2x6 SPF#1/#2 33"(2'-9") 1184 4.2.b 1 1 1 7 (1)14" 2.OE,LVL 130"(10'-10") 4649 4.2.b 3 3 2 8 (1)2x8 SPF#1/#2 ' 42"(3'-6") 1500 4.2.b 1 1 1 8 (1)16' 2.0E,LVL 147"(12'-3") 5269 4.2.b 3 3 2 9 1 2x10 SPF#1/#2 51"(L4'-3") ' 1633 4.2.b 1 1 1 9 (1)18" 2.13E,LVL 164"(13'-8") 5880 4.2.b 3 3 2 10 (1)2x12 SPF#1/#2 59"(4'-11") 2129 4.2.6 1 1 1 SO (1)20' 2.OE,LVL 181"(15'-1") 6488 4.2.b 3 3 2 11 (2)2x4 SPF#2(s) 30"(2'-6") 1078 4.2.b 1 1 1 11 (1)22" 2.OE,LVL ! 198"(16'-6") 7093 4.2.b 4 4 3 12 (2)2x6 SPF#2(s) 44"(3'-8") 1578 . 4.2.b 1 1 1 12 (2)3.5- 2.OE,LVL 42"'(3'-6") 1513 4.2.b 1 1 1 13 (2)2x8 SPF#2(s) 56"(4'-8") 2002 _4.2.b 1 1 1 13 (2)5.5- 2.OE,LVL 67'(5-7") 2386 4.2.b 2 2 1 14 (2)2x10 SPF#2(s) "68"(5'-8") 2444 4.2.b 2 2 1 14 (2)7.2S' 2.OE,LVL 88"(7'4") 3150 4.2.b 2 2 1 15 (2)2x12 SPF#2(s) 79"(6'-7") 2836 4.2.b 2 2.- 1 1s (2)9.25- 2.OE,LVL 112"(9'-4") 4026 4.2.b 2 2 2 16 (2)2x4 SPF#1/#2 32"(2'4") 1146 4.2.b 1 1 1 16 (2)11.25" 2.OE,LVL 137"(11'-5") 4904 4.2.b 3 3 2 17 f2i 2x6 SPF#1/#2 47" 3'-11" 1677 4.2.b 1 1 1 17 (2)12" 2.0E,LVL i 146"(12'-2") 5237 4.2.b 3 3 2 18 (2)2x8 SPF#1/#2 ; 59"(4'41") 2127 4.2.b 1 1 1 18 (2)14" 2.OE,LVL 170"(14'-2") 6117 4.2.b 3 3 2 . . 1 19 (2)16' 2.0E,LVL 195"(16'-3") 7004 4.2.b 4 4 2 20 (2)2x12 SPF#1/#2 84"(7'-0"1 3014 4.2.b 2 2 1 20 (2)18" 2.OE,LVL 219"(38'-3") 7889 '4.2.b 4 4 3 21 (3)2x4 SPF#2(s) 39"(3'-3") 1416 4.2.b n/a n/a 1' 21 (2)20" 2.OE,LVL '244"(20'-4") 8777 4.2.b 4 4' 3 22 (3)2x6 SPF#2(s) 58"(4'40") 2075 4.2.b n/a n/a 1 22 (2)22" 2.OE,LVL 268"(22'-4") 9672 4.2.b 5 5 3 23 (3)2x8 SPF#2(s) 73"(6'-1") 2630 4:2.b n/a n/a 1 23 (3)3.5- 2.OE,LVL 49"(4'-1") 1750 4.2.b n/a n/a 1 24 (3)2x10 SPF#2(s) 90"(7'-6") 3212 4.21 n/a n/a 1 24 (3)5.5' 2.OE,LVL 77"(6'-S") 2759 4.2.b n/a n/a 1 25 (3)2x12 SPF#2(s) 104"(8'-8") 3732 4.2.b n/a n/a 2 25 (3)7.25- 2.OE,LVL 102"(8'-6") 3647 4.2.b n/a n/a 2 26 (3)2x4 SPF#1/#2 42"(3'-6") 1506 4.2.b n/a n/a 1 26 (3)9.25- 2.OE,LVL 130"(10'-10") 4661 4.2.b "n/a n/a 2 27 (3)2x6 SPF#1/#2 61"(5'-1") 2205 4.2.b n/a n/a 1 27 (3)11.25" 2.OE,LVL 158"(13'-2") 5683 4.2.b n/a n/a 2 28 (3)2x8 SPF#1/#2 78"(6'-6") 2795 4.21 n/a n/a 1 28 (3)12' 2.13E,LVL 168"'(14'-0") 6067 4.2.b n/a n/a 2 29 (3)2x10 SPF#1/#2 95"(7'41") 3418 4.2.b n/a n/a 1 29 (3)14' 2.OE,LVL 197"(16'-5") 7095 4.2.b n/a n/a 3 30 (3)2x12 SPF#1/#2 110"(9'-2") 3966 4.21 n/a n/a 2 30 (3)16' 2.OE,LVL 225"(18'-9") 8128 4.2.b n/a n/a 3 A=LL--360,TL=240,CD=1.15 Wall Height=8 ft Table Load=850 PLF 31 (3)19' 2.OE,LVL i 253"(21'-1") 9162 4.2.b n/a n/a 3 32 (3)20" 2.13E,LVL 281"(23'-5") 10204 4.2.b n/a n/a 3 33 (3)22" 2.13E,LVL 309"(25'-9") 11251 4.2.b n/a n/a 4 A=LL=360,TL=240,CD=1.15 Wall Height=8ft Table Load=850 PLF 2-07-2020 13.2.3.1.5.13 r 2nd Fir.Fir/Clg Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(Vaso/VuLT)Exp C,131(VuLT)Exp D Table"J"-Matewall Floor/Ceiling Members(W4): "Per Module" Table"K"-Matewali Floor/Ceiling Members(W4): "Per Module" 1st Fir.Clg./2nd Fir.Fir. eaction Stud Columns' 1st Fir.Clg./2nd Fir.Fir. stud Columns' RReaction No. Mems Species Max.Span (lbs) Page# 21411F 2x45PF 2x65PF N0 Mems Species' Max.Span (lbs) Page# 2x45PF 2x45Pf 11 SPF Stud #1/#2 #1/#2stud #1/#2 #1/#2 (1)2x10 SPF#2(s) j• (1)9.25" 2.OE,LVL ' 1 over 70"(5--10") 2505 5.2.b 2 2,, 1 1 over 126'(10'-6") 4507 5.2.b 3 3 '2 (1)2x12 SPF#2(s) (1)11.25" 2.0E,LVL (1)2x10 SPF#1/#2 - 2 9.25 2.OE,LVL ' 2 over 74"(6'-2") 2661 -5.2.b 2 2 1 2 over 1619(13'-5") 5793 5.2.6 _3 - �3 ,2 (1)2x12 SPF#1/#2 (2)11.25" 2.OE,LVL " (2)2x10 SPF#2(s) (3)9.25" 2.OE,LVL 3 over 99"(8'-3") 3555- 5.2-br 2 2 2 3 1 over 185"(15'-5") -6717„ 5.2.b n/a n/a= 2 - (2)2x12 SPF#2(s) (3)11.25" 2.OE,LVL - (2)2x10 SPF#1/#2 A=LL=360,TL 240,CD 1.15 Wall Height=8ft Table Load 850 PLF 4 over 105"(8'-91.) _'3781 5.2.b', 2 2 2 (2)2x12 SPF#1/#2 (3)2x10 SPF#2(s) .. , 5 over 130".(10'-10") 4686 5.2.b n/a n/a ',2. (3)2x12 SPF#2(s) (3)2x10 SPF#1/#2 6 over : 138"(11'-6") 4989 5.2.b,, n/a n/a 2 (3)2x12 SPF#1/#2 - A=LL=360,TL=240,CD=1.15 Wall Height=8ft Table Load=850 PLF 1st Fir.Fir.Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(Vaso/VULT)Exp C,131(VuLT)Exp D Table"L"-First Fir.Fir.Girders(W6): "Per Module" Table"M"-First Fir.Fir.Girders(W6): "Per Module"-No Roof Load First Floor Reaction First Floor Reaction (W6-W2) Page# Page# No. Mems Species' Max.Span (lbs) No. Mems species' Max.Span (Ibs) 1 (1)2x8 SPF#2(s) +. 32"(2'-S") 1715'- '4.2.c 1 (1)2x8 SPF#1/#2 39"(3'-3") 1402 4.1.b',' 2 (1)2x10 SPF#2(s) 4V';(3--4") -2092 4.2.c, 2 (1)2x10 SPF#1/#2?'-,48"(4'-0"): 1710 4.1.b 3 (1)2x12 SPF#2(s) 46"(3'-10") 2424„ 4.2.c 3 (1)2x12 SPF#1/#2.•55"(4'-7") 1984 4,1.b 4 (1)2x8 SPF#1/#2 34"-(2'-10") 1522 4.2c 4 (1)7.25" 2.OE,LVL 66"(5'-6'.') 2344 4.Lb 5 (1)2x10 SPF#1/#2 42"(3'-6") 2224„ 4.2.c- 5 (1)9.25" 2.OE,LVL t 82"(6'-30")' ,2943 4,1.b 6 (1)2x12 SPF#1/#2, 49'-,(4'-1") 2582 4.2.c 6 (1)11.25" 2.0E,LVL 99"(8'-3") 3535' 41.b 7 (1)7.25" 2.0E,LVL 58"(4'40") 3050 4.2.c 7 (1)14" 2.OE,LVL 121"(10'-1") 4337' 4.1.b 8 (1)9.25" 2.OE,LVL 73"(6'-1") 3828, ;4.2.c 8 (2)2x8 SPF#1/#2" 55"(4'-7") 1982' 4.1.b 9 (1)11.25" 2.0E,LVL 87"(T-3") �,4595 4.2.c 9 (2)2x10 SPF#1/#2 68"(5'4") 2425' 4.1.b 10 (1)12" 2.OE,LVL 93"(7'-9"), 4879, 4.2.c 10 (2)2x12 SPF#1/#2 78"(6'-6") 2813 4.1.1b 11 (1)14" 2.OE,LVL 107"(S'-11")'' 5633 .` .4.2.c 11 (2)7.25" 2.0E,LVL 88"(7'-4") 3150 41.1b 12 (1)16" 2.0E,LVL 122"(10'-2") 6383 4.2.c 12 (2)9.25" 2.OE,LVL 112"(9-4), 4028 4.1.b- 13 (1)18" 2.OE,LVL .136"(11'-4") .7121 4.2.c 13 (2)11.25" 2.0E,LVL 137"(11'-5") 4904 4.1:b 14 (1)20" 2.OE,LVL 150"(12-4`)',', 7860 4.2.c 14 (2)14" 2.011,LVL :170"(14'-2") 6117 .4.1.b 15 (1)22" 2.OE,LVL 164"(13'-8")•,. 8593 4.2.c 15 (3)2x8 SPF#1/#2 73"(6'-1") '2607 . 4.1.b 16 (2)2x8 SPF#2(s) :'46",(T-10") 2426 4.2.c 16 (3)2x10 SPF#1/#2 89"(7'-5") 3186 4.1.b 17 (2)2x10 SPF#2(s) - 56"(4'-8") 2961 4.2.c 17 (3)2x12 SPF#1/#2 ' 103"(8'-7") 3699 "4.1.b 18 (2)2x12 SPF#2(s) 65"(5--5") 3434 4.2.c 18 (3)7.25" 2.OE,LVL 102.(8'=6") 3647, 4.1.b' 19 (2)2x8 SPF#1/#2 49"(4'-1-') - 2577 4.2.c 19 (3)9,25" 2.OE,LVL 130"(10'40") 4661 4.1.b 20 (2)2x10 SPF#1/#2 3151 '4.2.c 20 (3)11.25- 2.OE,LVL 158"(13'-2") 5683 4.1.b 21 (2)2x12 SPF#1/#2 69"(5--9") 3650'' 4.2.c 21 (3)14" 2.OE,LVL 197"(16`-S") 7095" 4.1.b 22 (2)7.25" 2.OE,LVL 77"(6'-S")" 4028 .4.2.c A=LL=360,TL=240,CD=1.0 Table Load=850 PLF 23 (2)9.25" 2.OE,LVL 98"(S'4'), ' 5144' .4,2.c 24 (2)11.25" 2.OE,LVL ; 119"(9'-11")' 6266 4.2.c Table"N"-First Fir.Fir.Girders(W6): "Per Module"-No 2nd Fir.Load 25 (2)12" 2.OE,LVL ; 127"(10--7") " '6686' 4,2.c First Floor Reaction Page# (W6-W4) 26 (2)14" 2.OE,LVL 148"(12'-4") ;7807 4.2.c, 10. Mems Species' Max.Span (lbs) 27 (2)16" 2.0E,LVL "170"(14'-2"j° '8930. 4.2.c ' 1 (1)2x8 SPF#1/#2 57"(4'-9") 961 - 4.1.a 28 (2)18" 2.0E,LVL 191"'(15'-11")' '10063' 4.2.c 2 (1)2x10 SPF#1/#2 70"(5-710") 1176 '4.1.a 29 (2)20" 2.0E,LVL r 211"(17'-7") .11146, - 4-2.c 3 (1)2x12 SPF#1/#2 81"(6'-9") 1365 4:1.a 30 (2)22" 2.OE,LVL 231"(1 9'-3")"' 12188 "'4.2.e 4 (1)7.25" 2.0E,LVL 901(7'-6'-)- 1517 ,4A.a 31 (3)2x8 SPF#2(s) 60"(5'-0") 3182'- 4.2,c. 5 (1)9.25" 2.0E,LVL 115"(9'-7") ,1939 .. 4.I.a _ 32 (3)2x10 SPF#2(s) 74"(6'-2"). 3886 - 4.2.c 6 (1)11.25" 2.0E,LVL j 140"(11'--8','),„2362 _ 4.1.a 33 (3)2x12 SPF#2(s) 86"(7'-2") 4516 4,2.c 7 (1)14" 2.0E,LVL 174"(14'-6") 2944 4-S.a 34 (3)2x8 SPF#1/#2-3 64"(5'-4") .3385 4.2.c 8 (2)2x8 SPF#1/#2 81"(6'79"Y 1364 4.1.a 35 (3)2x10 SPF#1/#2 78!'(61-611)" 4138 4.2,c 9 (2)2x10 SPF#1/#2 : 98"(8'-2")" .,, 1667 4.1.a x - .c 10 (2)2x12 SPF#1/#2 114"(9'-6") 1936 -4.1.a 1 37 (3)7.25" 2.0E,LVL ,89"(7'-5") 4671 4.2.c 11 (2)7.25" 2.OE,LVL 115"(?'-7") 1945 4-S.a 38 (3)9.25" 2.OE,LVL '-113"(9'-5") '5968 4,2,c' 12 (2)9.25" 2.OE,LVL : 147"(12'-3"): 2489 4.1.a 39 (3)11.25" 2.011,LVL :,138"(11'-6") . 7264 4.2.c 13 (2)11.25" 2.012,LVL '178"(14'-10") 3037 ' 4.i,a 40 (3)12" 2.OE,LVL 147"(12'-3") 7754 4,2.t 14 (2)14" 2.OE,LVL 222"(18'-6") 3795 4.1.a 41 (3)14" 2.OE,LVL 172"(14'-4") •9061 4.2.c - 42 (3)16" 2.0E,LVL 196"(16'-4") 10372 4.2.c 16 (3)2x10 SPF#1/#2 129"(10'-9").' 2197 4.1.a 43 (3)18" 2.0E,LVL 221".(18'-5")`, 11687 4,2.c - 44 (3)20" 2.0E,LVL 245"(20'-5-') 13007 4.2.c 18 (3)7.25" 2.OE,LVL 132"(11'-0") 2250 4.1.a 45 (3)22" 2.0E,LVL "270"(22'-6Y) 1'4330 4.2.c ` 19 (3)9.25" 2.0E,LVL 169"(14'-V-) " X2884, 4.1.a A=LL=360,TL=240,CD=1.15 Table Load=1250 PLF 20 (3)11.25" 2.OE,LVL 205"(17--1") 3525 4.S.a 21 (3)14" 2.OE,LVL "256"(21',4") 4414 -4.1.a A=LL=360,TL 24a,CD=1.0 Table Load=400 PLF 2-07-2020 13.2.3.1.5.14 t 1st Fir.Headers&Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(VASD/VULT)Exp C,131(VuLT)Exp D a NO ROOF LOAD TRANSFER(W4-W2) Table"P"-Matewall Headers and Girders(W4-W2): "Per Module" Table"Q!'-Matewall Headers and Girders(W4-W2): "Per Module" First Floor Stud Columns' First Floor stud columns' Reaction Reaction No. Mems Species Max.Span (Ibs) Page# 2x45PF 2x45PF 2x65PF No Mems 5pecies1 Max.Span (lbs) Page# k.I5PF 2x45PF 2x65PF Stud #1/#2 #1/#2 Stud 1 (1)2x4 SPF#2(s) 27"(2'-3") 517 4.1.a 1 1 1 1 (1)3.5" 2.OE,LVL 41"(3'-5") 785 4.i.a 1 1 1 2 (1)2x6 SPF#2(s) -40"(3'4") 7S9 4,1,a 1 1 1 2 (1)5.5" 2.OE,LVL : 65"(5'-S") 1238 4.1.a I 1 1 3 (1)2x8 SPF#2(s) 51"(4"-3") 960 4.1.a 1 1 1 3 (1)7.25- 2.OE,LVL 86"(7'4") 1634 4.1.a 1 1' 1 4 (1)2x10 SPF#2(s) 62"(5'-2") 1174 41.a '1 1 1 4 (1)9.25" 2.OE,LVL 110"(9'4") 2089 4.1.a 1 1 I 5 (1)2x12 SPF#2(s) 72"(6'-0") 1361 4.1.a I 1 1- 5 (1)11.25" 2.OE,LVL 134"(11'-2") 2543 4;1.6 2 2 1 6 (1)2x4 SPF#1/#2 29"(2'-5") 551 4,1.a 1 1 1 6 (1)12" 2.0E,LVL 143"(11'41") 2715 4.1.a 2 2 1. 7 (1)2x6 SPF#1/#2; 42"(3`-6"). 804 4.1.a I 1 1 7 (1)14" 2.OE,LVL 166"(13'•10") 3162 4.1.a 2 2 - 1 8 (1)2x8 SPF#1/#2 54'"(4'-6") 1020 4.1.a 1 1 -1 8 (1)16" 2.OE,LVL 188"(1V 8") 3583 4.1.a -2 2 2 9 (1)2x10 SPF#1/#2_- 66"(5'-6") 1247 4.1.a 1 1 1 9 (1)18" 2.OE,LVL 2101'(17'-6") 4003 4.1.a 2 ' 2 2 10 (1)2x12 SPF#1/#2 76"(6'-4') 1446' 4,1.a 1 1 1 30 (1)20" 2.OE,LVL 232"(29'-4"j 4417 4,1.a 2' 2 2 11 (2)2x4 SPF#2(s) 38"(3'-2") 732 4.1.a ,1 1 1 11 (1)22" 2.OE,LVL 2S3"(21`4") 4833 4,1.a 3 3 2 12 (2)2x6 SPF#2(s) 56"(4`-8") 1073 41.a 1 1• 1 12 (2)3.5" 2.OE,LVL 53"(4'-5") 1005 4.1.a 1 1 1 13 (2)2x8 SPF#2(s) 71"(S'-11") 1358 41.a 1. 1 1 13 (2)5.5" 2.OE,LVL •83"(6'-11") 1586 4.1.a I 1'. I 14 (2)2x10 SPF#2(s) 87"(T-3") 1663. 4.1.a 1 1 1 14 (2)7.25" 2.OE,LVL 110"(9'-2") 2097 4.1.a I 1 1 15 (2)2x12 SPF#2(s) 101"(8'-6"} 1929 4A.a 1 1 1 15 (2)9.25" 2.0E,LVL 141"(11'-9") 2682 4.1.a 2 2 1 16 (2)2x4 SPF#1/#2 41"(3'-S") 778 .4.1.a I 1 1 16 (2)11.25" 2.OE,LVL 171"(14'-3"). 3270 4.1a 2 2 1 17 (2)2x6 SPF#1/#2 60"(5'•D"} 1140 4.1.a I 1 1 17 (2)12" 2.OE,LVL 18V'(15--V) 3494 4.1.a 2 2 1 18 (2)2x8 SPF#1/#2 76"(6'4") 1446 4.1.a 1 1 1 18 (2)14" 2.OE,LVL 213"(17'-91 4086 4.i.a 2 2 2 19 (2)2x10 SPF#1/#2 93"(T-9") 1768 4.1-a I 1 1 19 (2)16" 2.OE,LVL 244"(20-4,') 4683 4.1,a 3 3 2 20 (2)2x12 SPF#1/#2 108"(9'-0") 2053 41.a 1 1 1 20 (2)18" 2.OE,LVL .274!'(22'-10'-) 5285 4.1.a 3 -3 -- 2 21 (3)2x4 SPF#2(s) 51"(4'-3") 962 4,1-a n/a n/a 1 21 (2)20" 2.OE,LVL 3051'(25'-V') 5888 4,1.a, 3 3 2 22 (3)2x6 SPF#2(s) 74"(6'-2") 1410 4.1.a n/a n/a 1 22 (2)22" 2.OE,LVL 335`(2731") 6494 4.1.a 5 3 2 23 (3)2x8 SPF#2(s) 90(7`40") 1789 4,1.a n/a n/a i 1 23 (3)3.5" 2.OE,LVL 61"(5'-1"} 1159 4.1.a n/a n/a 1 24 (3)2x10 SPF#2(s) ,,115"(9'-7") 2189 4.1.a n/a n/a 1 24 (3)5.5" 2.OE,LVL 96"(8'-0") 1831 4.I.a n/a - n/a T 25 (3)2x12 SPF#2(s) 133"(11'-1") 2542 4.1.a n/a n/a 1 25 (3)7.25" 2.OE,LVL 127"(10'-7") 2423 4.1.a n/a n/a 1 26 (3)2x4 SPF#1/#2 54"(4'-6") 1024 4.1.a n/a' n/a 1 26 (3)9.25" 2.OE,LVL 162"(13'-6") 3106 4.1.a n/a n/a 1 27 (3)2x6 SPF#1/#2 79"(6'-7") 1500 4.1.a •n/a, n/a 1 27 (3)11.25" 2.OE,LVL 197"(16'=5") 3794 41.a •n/a n/a 2 28 (3)2x8 SPF#1/#2 100"(8'-4"} 1902 '4.1.a n/a n/a- 1 28 (3)12" 2.OE,LVL 210"(17=V) 4052 4A.a n/a n/a- 2" 29 (3)2x10 SPF#1/#2 122"(l0'-2") 2327 411.8 o/a n/a 1 29 (3)14" 2.OE,LVL 245"(20`-5") 4748 4.I.a n/a n/a _ 2 30 (3)2x12 SPF#1/#2 141"(11'-9") 2705 41.a n/a •n/a 1 30 (3)16" 2.OE,LVL 280"(23'4") 5450 4.1.a n/a n/a 2- A=LL=360,TL=240,CD=1.0 Wall Height=8 ft Table Load=450 PLF 31 (3)18" 2.OE,LVL 315"(26'•3") 6156 4.1.a n/a n/a 2 32 (3)20" 2.OE,LVL 351"(29'-3") 6869 4.1.a n/a n/a 2 33 (3)22" 2.OE,LVL 386"(32'-2") 7588 4,1.a n/a n/a '= 3 A=LL=360,TL 240,CID=1.0 Wall Height=8ft Table Load=450 PLF 2nd Fir.Flr/Clg Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(VASD/,VuLT)Exp C,131(VuLT)Exp D • NO ROOF LOAD TRANSFER(W4-W2) Table"R"-Matewall Floor/Ceiling Members(W4-W2): "Per Module" Table"S"-Matewall Floor/Ceiling Members(W4-W2): "Per Module" 1st Fir.Cig./2nd Fir.Fir. Stud Columns' 1st Fir.Clg./2nd Fir.Fir. Stud Columns' Reaction Reaction Page# 2x45PF 2A SPF 2x65PF s ' Page# [i;4 5PF 2.4 SPF 2.6 SPF No. Mems Species Max.Span (lbs) stud #1/#2 #1/#2 No. Mem Species Max.Span (lbs) stud #1/#2 #1/#2 (1)2x10 SPF#2(s) - (1)9.25" 2.OE,LVL 1 over 89"(7'-5) 1704 S.I.a 1 1 1 1 over 157"(13'-1") 3003 5.1.a 2 2 1 (1)2x12 SPF#2(s) (1)11.25" 2.OE,LVL ' (1)2x10 SPF#1/#2 (2)9.25" 2.OE,LVL 2 over 95"(T-li"} 1814 S.I.a '1 '1 1 2 over "200"(16'-8") 3869 S.I.a - 2 2 2 (1)2x12 SPF#1/#2 (2)11.25" 2.OE,LVL (2)2x10 SPF#2(s) (3)9.25" 2.OE,LVL 3 over 126"(1D'-6") 2429 5,1.a Z 2 1 3 over 230"(19'-2") 4508 5,1.a n/a n/a 2 (2)2x12 SPF#2(s) (3)11.25" 2.OE,LVL (2)2x10 SPF#1/#2 A=LL=360,TL=240,CD=1.0 Wall Height=8 ft Table Load=450 PLF 4 over 134"(11'-2") 2588 5.1.a 2 2 1 , (2)2x12 SPF#1/#2 (3)2x10 SPF#2(s) 5 over 166"(13"-10") 3214. 5,1.a n/a n/a 1 (3)2x12 SPF#2(s) (3)2x10 SPF#1/#2 6 over 176"(14'•8"} $429 5,1.a n/a n/a, I (3)2x12 SPF#1/#2 A=LL=360,TL=240,CID=1.0 Wall Height=8ft Table Load=450 PLF 2-07-2020 13.2.3.1.5.15 Legend ? ?Gluck Multimedia 75 Birch Rd i. -z y 0 O, t, 0 00 o /.t e u � �c �.. � ..f . 1 7 I1 �{'1.. t t �t• '4 r��� i . 11 K � � x � . _ .� >•x -� ! .,tom�,y� �_Y .-� 1 l , OTCHazards by Location Search Information Address: 75 Birch Rd, Southold, NY 11971, USA 91 ft ., Coordinates: 41.070283,-72.449343 Elevation: 91 ft �+�OrN Timestamp: 2021-10-05T1 6:55:57.628Z K Hazard Type: Wind RMap data©2021 ASCE 7-16 ASCE 7-10 ASCE 7-05 MRI 10-Year .........._.........__........... 76 mph MRI 10-Year ....________.._........ 79 mph ASCE?-05 Wind Speed _ A 121 mph MRI 25-Year ........................................ 87 mph MRI 25-Year ..........._....................... 89 mph You are in a wind-borne debris region. MRI 50-Year ..___.____-__________ 98 mph MRI 50-Year _______________ 99 mph MRI 100-Year ________________ 105 mph MRI 100-Year .,_._._.__.___ 109 mph Risk Category I _______________ 119 mph Risk Category I ___________ 124 mph Risk Category II ______________ 127 mph Risk Category II _______ A 135 mph You are in a wind-borne debris region Risk Category III ----------- 136 mph if you are also within 1 mile of the If the structure under consideration is a coastal mean high water line. healthcare facility and you are also within 1 mile of the coastal mean high water line, Risk Category III-IV . A 145 mph you are in a wind-borne debris region. If other occupancy, use the Risk Category tl If the structure under consideration is basic wind speed contours to determine if a healthcare facility and you are also YOU are in a wind-borne debris region. within 1 mile of the coastal mean high water line,you are in a wind-borne debris region, If other occupancy, use Risk Category IV .................... A 141 mph the Risk Category Il basic wind speed You are in a wind-borne debris region, contours to determine if you are in a wind-borne debris region, The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confine any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area—in some cases,this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries,the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M.CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROSSANA ROSADO TELEPHONE:(518)474-4073 SECRETARY OF STATE WWW.DOS.NY.GOV April 14, 2020 Mr. Richard Bird Muncy Homes, Inc. 1567 PA Route 442 East Muncy, PA 17756 NYS RESIDENTIAL MODULAR SYSTEM CODE UPDATE NEW SYSTEM APPROVAL NUMBER: M1387-2020-021 PREVIOUS APPROVAL NUMBER: M1387-2019-132 Dear Mr. Bird: In reference to your written application for approval received February 27, 2020 to construct Factory Manufactured Detached One-and-Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses)System of Models designated M1387-2020-021 is hereby approved to allow such construction in compliance with the 2020 NYS Uniform Codes (2020 RCNYS). This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until April 14,2022, unless sooner revoked, and is subject to renewal at that time. A revision in the adopted code version will also warrant a revision in this approval. The conditions of this Systems Approval also include the following: Construction Classification: Type VB Maximum Ground Snow Load: 90 PSF Seismic Design Category: B, C or DO Townhouses shall be designed to Seismic C or DO (Per 2020 RCNYS Section R301.2.2) Wind Speed: 115 mph to:5139 mph Vult Wind speed >140 mph will require engineered design. Individual Models located in regions having a ultimate wind speed of 140 miles per hour or greater shall be submitted to the Division for review and approval. Exposure Category: Exp C (standard) Exp D (optional) Climate Zone: 4, 5, and 6 Additional Conditions: See the System Cover Sheet for Wnd Design Methodologies used in; "Hurricane Prone Regions"and"Non-Hurricane Prone Regions." 1. The manufacturer will submit their Monthly Permit Report summarizing(listing)all permit sets with information about project location, dwelling type, production serial number, and approval number. 2. Individual permit sets are to be submitted to your independent third party agent for review prior to fabrication.Any deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately undertaken. Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design professional registered to practice in New York State. The design professional must also provide a statement on the cover sheet of the permit plan set that certifies the plans have been developed from the original systems set of plans and specifications. Additionally, the certifying design professional shall not be in any way affiliated or associated with the manufacturer's third party quality assurance agency. The following statement may be used to provide this certification; "The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on Page 1 of 3 i r , April 14, 2020 under Systems number M1387-2020-021." The approval identified above is limited to all construction that takes place in the factory. Site related work including installation and connection of the building and/or components,foundations, mechanical connections, stairs, decks, etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2020 RCNYS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the above referenced code, he/she should contact the DOS for further review and/or determination. 3. All trusses designed for use in Modular Buildings shall meet the requirements of the 2020 RCNYS and the design methodology associated with the ASCE 7-16 design standard. Individual permit plan sets shall provide as a minimum the following information (but not limited to): Cover Sheet which provides information on: • The homeowner/project name, project address including Zip Code and County location • Structural design criteria listing applicable design loads such as ground snow load,seismic design category, wind speed, live loads, dead loads, flood hazard, etc. • Applicable building codes and design specifications • Energy code information including method of compliance, the climate zone used for thermal design parameters, and a statement by a design professional certifying that the plans are in compliance with Chapter 11 Energy Efficiency of the 2020 RCNYS. • The Occupancy Classification, Type of Construction and square footage • Applicable general notes • Index of drawings • Manufacturer's title block • List of items NOT being provided by the modular manufacturer • Verify the intended foundation type and show height above grade, and if the AHJ has determined whether the home is three stories above grade and required to be equipped with an NFPA 13D Sprinkler System. • Additionally, you must verify the location of the building on the lot according to the 2020 RCNYS Section R302"Fire-Resistant Construction". Identify the lines used to determine fire separation distance and provide protection complying with Table R302.1(1)"Exterior Walls"and Table R302.1(2)"Exterior Walls—Dwellings with Fire Sprinklers"and Table R302.6"Dwelling-Garage Separation". Foundation Plan (informational only)showing: • Identify all uniform and concentrated gravity loads in addition to all sliding, uplift, and overturning loads imposed on the foundation by this specific model, all of which need to be used by a design professional in developing the final foundation design. • Anchor bolt/hold down locations and spacing, specialty anchor locations and types • Stairwell location and framing enclosure if required to complete the conditioned space enclosure Floor Plans showing: • Location of the"insignia of approval" • Square footage area of rooms • Amounts of required/provided light and ventilation and emergency egress window locations • Location and amounts of wall bracing based on Table R602.10.3 and length requirements based on Table R602.10.5, including the requirements specified in Section R602.11 for Seismic Design Categories"D0, D1 &D2" • Location/type of fire rated wall assemblies • Header and beam sizes • Attic access locations • Locations of cathedral or vaulted ceilings • Applicable project specific notes Building Cross Sections showing: • Identification of structural members and roof system • Materials used in roof and wall assemblies • Insulation locations and types, sizes and "R"values • Field completed insulation assemblies Page 2 of 3 R • Building integration details (module connections) • Location/type of horizontal fire separation and required fire blocking • Roof truss bracing and structural connections (uplift, lateral, etc.) • Attic ventilation • Applicable project specific notes Building Elevations showing: • Floor to floor wall heights • Finished grade line with distance to 1s'finished floor to show need for compliance with R313 for automatic sprinkler system. Show building mean roof height(MRH) • Siding materials • Window types, ventilation and egress area, U values • Statement concerning code required field completed items(stairs, landings, decks, handrails, lighting, etc.) • Label emergency egress windows • Applicable project specific notes Electrical Plans showing: • Smoke and carbon monoxide detector locations • GFCI outlet locations and arc fault protection provided • Junction box locations for field connections and miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • Electric panel, Lighting and outlet locations • Applicable project specific notes Mechanical/Plumbing Plans showing: • Drain, waste and venting layout including all pipe sizes (specific to permit set) • Potable water supply piping (specific to permit set) • Type and location of domestic hot water heating system • Type and location of HVAC equipment and duct sizing information • Heat loss calculations (if HVAC is provided by manufacturer) Miscellaneous Plans and Details showing: • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions • Completed "Notice of Utilization of Truss Type Construction"form. (Title 19 NYCRR Part 1265) • Summary of references to system for selection of structural members • REScheck energy compliance reports (specific to permit set) • Window and Door Schedules providing manufacturers' information It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State registered design professional. This approval is subject to the condition that all construction is to be in conformance with the 2020 New York State Uniform Code (2020 RCNYS). A copy of this letter shall accompany all plans and specifications submitted as part of a permit application to the local jurisdiction. Prior to shipment from the factory each manufactured home, model and component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209.5. The Insignia of Approval Order form is available by emailed me at: donald.thomas@dos.ny.gov Please Note: Use the NEW System Approval Number(at the top of this letter) when ordering Insignia. Sincerely, Don Thomas Jr.,AIA—Senior Architect Attachment: NYSDOS Stamped set of pdf Systems drawings cc: Harold Raup and Renee Moist-PFS Corporation Page 3of3 Generated by REScheck-Web Software Compliance Certificate j , Project #33277_000 (job_S/N) �R ILWA Energy Code: 2018 IECC is Location: Suffolk County, New York Construction Type: Single-family s '='' ->_•= � Project Type: New Construction r i y Conditioned Floor Area: 2,487 ft2 �Q `� 6 .„ Glazing Area 12% O Climate Zone: 4 (5999 HDD) Permit Date: 11/01/2021 Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Customer: Mckay Builder:Turn Key Mod D Mincemoyer 75 Birch Rd. Muncy Homes, Inc. Southold, NY 11971 1567 Rt442E NY Muncy, PA 17756 570-546-8915 Compliance: 13.1%Better Than Code Maximum UA: 383 Your UA: 333 Maximum SHGC: 0.40 Your SHGC: 0.38 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 Prop.':Gross Area Assembly or Cavity C tit. Prop. Ceiling 1: Flat Ceiling or Scissor Truss 1,230 50.0 0.0 0.026 0.026 32 32 Ceiling 2: Flat Ceiling or Scissor Truss 13 50.0 0.0 0.026 0.026 0 0 Wall 1 front:Wood Frame, 16" D.C. 862 21,0 0.0 0.057 0.060 38 40 Door: 1-36 x 80 2 Lite: Solid 22 0.230 0.320 5 7 Window: 8-38 x 57 7D:Vinyl/Fiberglass Frame, Double Pane with Low-E 122 0.280 0.320 34 39 SHGC: 0.38 Window: 2-22 x 57 7D:Vinyl/Fiberglass Frame, Double Pane with Low-E 19 0.280 0.320 5 6 SHGC: 0.38 Window: 2-34 x 57 7D:Vinyl/Fiberglass Frame, Double Pane with Low-E 28 0.280 0.320 8 9 SHGC: 0.38 Wall 2 rear:Wood Frame, 16"o.c. 862 21.0 0.0 0.057 0.060 39 41 Door: 2-72 x 80 Vinyl SGD 7D: Glass 80 0.280 0.320 22 26 SHGC: 0.38 Project Title: #33277_000 (job_S/N) Report date: 10/22/21 Data filename: Page 1 of 10 Gros�Area; Cavity: Cont. Prdp� . Req:. P,rop. Req.. Assembly Or Window: 2-30 x 49 7D:Vinyl/Fiberglass Frame, Double Pane with Low-E 21 0.280 0.320 6 7 SHGC: 0.38 Window: 2-34 x 37 7D:Vinyl/Fiberglass Frame, Double Pane with Low-E 18 0.280 0.320 5 6 SHGC: 0.38 Window: 2-34 x 49 7D:Vinyl/Fiberglass Frame, Double Pane with Low-E 24 0.280 0.320 7 8 SHGC: 0.38 Window: 2-38 x 57 7D:Vinyl/Fiberglass Frame, Double Pane with Low-E 30 0.280 0.320 8 10 SHGC: 0.38 Wall 3 left:Wood Frame, 16"o.c. 516 21.0 0.0 0.057 0.060 29 31 Wall 4 right:Wood Frame, 16"o.c. 516 21.0 0.0 0.057 0.060 27 29 Door: 1-32 x 80 Blank: Solid 19 0.200 0.320 4 6 Window: 2-22 x 57 7D:Vinyl/Fiberglass Frame, Double Pane with Low-E 19 0.280 0.320 5 6 SHGC: 0.38 Wall 5 bsmt level stair area:Wood Frame, 16"o.c. 296 21.0 0.0 0.057 0.060 16 17 Door: 1-30 x 80 Blank: Solid 18 0.200 0.320 4 6 Floor 1: All-Wood joist/Truss, Over Unconditioned 1,190 30.0 0.0 0.033 0.047 39 56 Space Floor 2:All-Wood joist/Truss, Over Unconditioned 13 30.0 0.0 0.033 0.047 0 1 Space 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 t gilding has been designed to meet the 2018 IECC requirements in REScheck Version : RE heck-We a to ply with the mandaf:o e u re ents listed i he Schec Inspection Checklist. aww�� stee�ra�e� `�I�Ital�y signed'Sybarryt Name-Title Sig'iatu 4'.'T`�r� Date ., "Date: 2021.10.22 10:22:15 -04'00' Project Notes: 1-Calcs reflect only that portion of the unit assembled in the factory& included in the REScheck. Should further living space be added or finished a new REScheck shall be completed by others. 2- For unconditioned basements &cape roofs spaces, the builder shall enclose basement& attic stairs. The walls surrounding the basement&attic stairs shall be insulated & protected with a vapor barrier. The bldr is responsible for supplying all materials. 3- In houses that have factory installed floor ductwork, the bldr shall be responsible to install the insulation floor insulation under the duct. 4-An IRC & IECC Air Barrier& Insulation Checklist is partially completed in plant&supplied to builder with final house packet for on-site completion by others. 0'3tbfj 11/01/2021 Project Title: #33277_000 Oob_S/N) Report date: 10/22/21 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% 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 & Req.1D 103.1, ;Construction drawings and i❑Complies ; 103.2 documentation demonstrate '❑Does Not [PRJ]1 ;energy code compliance for the t t } :building envelope.Thermal ° `❑Not Observable envelope represented on I ''° ❑Not Applicable construction documents. 'm' 103.1, ,Construction drawings and >° ❑Complies ; 103.2, :documentation demonstrate [ 'i❑Does Not 403.7 :energy code compliance for [PR3]1 ;lighting and mechanical systems. ; <❑Not Observable :Systems serving multiple t❑Not Applicable dwelling units must demonstrate ;compliance with the IECC !Commercial Provisions, t° 302.1, , " ;Heating and cooling equipment is; Heating: Heating: ❑Complies 403.7 !sized per ACCA Manual S based : Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA ; Cooling: Cooling: Manual J or other methods Btu/hr ; Btu/hr ❑Not Observable approved by the code official. '❑Nat Applicable : c Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: #33277_000 Qob_S/N) Report date: 10/22/21 Data filename: Page 3 of 10 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 'A protective covering is installed to ❑Complies [FO11]2 protect exposed exterior insulation ❑Does Not Eand extends a minimum of 6 in. below ❑Not Observable; ;grade. ❑Not Applicable 403.9" ;Snow-and ice-melting system controls;❑Complies [FO12]2 installed. iElDoes Not ❑Not Observable ❑Not Applicable E Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 "Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: #33277_000 Oob_S/N) Report date: 10/22/21 Data filename: Page 4 of 10 r , Section Pians Verified Meld Verified # Framing 1 Rough=ln inspection Complies? Comments/Assumptions & Req.1D Value Value 402.1.1, ;Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not 3 table for values. [FRl]1 ; ❑Not Observable E ❑Nat Applicable 402.1.1, :Glazing U-factor(area-weighted U- U- []Complies ;See the Envelope Assemblies 402.3.1, `average). ❑Does Not Stable for values. 402.3.3, 402.5 ❑Not Observable 3 [FR2]1 ❑Not Applicable F f 3 W f F I 3 f i 3 F f 3 303.1.3 ;U-factors of fenestration products; ?❑Complies [FR4]1 :are determined in accordance ❑Does Not :with the NFRC test procedure or ❑Not Observable ;taken from the default table. : ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 !installed per manufacturer's -❑Does Not sinstructions. ❑Not Observable I '❑Not Applicable 402.4.3 ;Fenestration that is not site built ;❑Complies [FR20I1 :is listed and labeled as meeting f❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 :or has infiltration rates per NFRC i ❑Not Observable ; :400 that do not exceed code '❑Not Applicable E limits. 402;4,5 ;IC-rated recessed lighting fixtures: ❑Complies €FRI612 , £sealed at housing/interior finish ❑Does Not ;and labeled to indicate:52.0 cfm i leakage at 75 Pa. ;❑Not Observable f ;❑Not Applicable 403.3.1 :Supply and return ducts in attics €❑Complies [FR12]1 insulated >= R-8 where duct is ; ❑Does Not >= 3 inches in diameter and >= I R-6 where < 3 inches.Supply and' :❑Not Observable ; i return ducts in other portions of s I❑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 I❑Complies 1 f i [FR13] :boxes are sealed with ;❑Does Not ;joints/seams compliant with ❑Not Observable :International Mechanical Code or ; i International Residential Code, as: ❑Not Applicable applicable. 403,3,5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ;❑Does Not i ❑Not Observable ,❑Not Applicable 403:4.- ;HVAC piping conveying fluids R- R- ;❑Complies [FR77]a :above 105 OF or chilled fluids : ❑Does Not below 55 OF are insulated to?R- 3. R- : 3 ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC '<,❑Complies [FR24]1 piping. €❑Does Not f❑Not Observable ❑Not Applicable 403.5.3 I Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 I>_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: #33277_000 Oob_S/N) Report date: 10/22/21 Data filename: Page 5 of 10 Section Plans Verified Meld Verified # Framing/Rough-in"inspection Value Value Complies? Comments/Assumptions &Req.ID 403.6 Automatic or gravity dampers are ; Complies [FR1912 =installed on all outdoor air ODoes Not intakes and exhausts. E ONot Observable ` iEINot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2,.. Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: #33277_000 Oob_5/N) Report date: 10/22/21 Data filename: Page 6 of 10 section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & RegJD 303:1 All installed insulation is labeled ❑Complies [iN13]2` for the installed R-values ❑Does Not provided. €❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- EComplies ;See the Envelope Assemblies 402.2.6F ❑ Wood ❑ Wood i❑Does Not Stable for values. [IN1]1 t ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable £ i f i 1 303.2, ;Floor insulation installed per 1❑Complies 402.2.8 manufacturer's instructions and ': E❑Does Not [IN211 in substantial contact with the `underside of the subfloor, or floor' ;❑Not Observable 3 framing cavity insulation is in ❑Not Applicable } contact with the top side of f ; sheathing,or continuous insulation is installed on the i 3 underside of floor framing and i € extends from the bottom to the Etop of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is a; R- R- ❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/3 of the ;E] Wood ❑ Wood ❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN311 ;exterior,the exterior insulation ; } :requirement applies(FR10). ;E] Steel E] Steel ❑Not Applicable 3 f 3 E 3 303.2 ;Wall insulation is installed per i❑Complies [IN411 £manufacturer's instructions. i " 'Al Does Not E i ❑Not Observable s ❑Not Applicable j Additional Comments/Assumptions: 1 IHigh Impact(Tier 1) 1,2 IMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: #33277_000 Oob_S/N) Report date: 10/22/21 Data filename: Page 7 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? comments/Assumptions &Req.pD 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, ;E] Steel E] Steel UNot Observable �I111 E ;❑Not Applicable f f F i f 3 F ) 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 !manufacturer's instructions. 1❑Does Not [FI211 :Blown insulation marked every 300 ft2. `❑Nat Observable } ❑Not Applicable 442.2.3 ;Vented attics with air permeable ;' ❑Complies [F122]2 t insulation include baffle adjacent a ❑Does Not to soffit and eave vents that u ;extends over insulation. €❑Not Observable 1❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ❑Complies ; [FI311 :insulation >_R-value of the E ❑Does Not ;adjacent assembly. ❑Not Observable ; ❑Not Applicable 3 402.4.1.2 ;,Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [FI1711 Each in Climate Zones 1-2, and 4 UDoes Not <=3 ach in Climate Zones 3-8. ❑Not Observable ' ❑Not Applicable 403.3.3 !Ducts are pressure tested tocfm/100 cfm/100 ;❑Complies [FI27]1 Edetermine air leakage with ft2 ft2 ❑Does Not =either: Rough-in test:Total leakage measured with a []Nor Observable E pressure differential of 0.1 inch ❑Nat Applicable w.g. across the system including ;the manufacturer's air handler ; i enclosure if installed at time of E ; ;test. Postconstruction test:Total I ;leakage measured with a 3 :pressure differential of 0.1 inch I w.g. across the entire system ;including the manufacturer's air ; I handler enclosure. 403.3.4 !Duct tightness test result of<=4 ; cfm/100 cfm/100 ❑Complies [FI411 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 i ;❑Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of r ❑Does Not design airflow. i ❑Not Observable ❑Not Applicable 403.1.1 ?Programmable thermostats 10Complies V1912, !installed for control of primary ❑Does Not heating and cooling systems and i initially set by manufacturer to S []Not Observable , code specifications. i❑Nat Applicable 403.1.2 ;Heat pump thermostat installed ❑Complies [Fi14J2 on heat pumps. I❑Does Not ❑Not Observable `❑Not Applicable j 403,5.1' :Circulating service hot water ?❑Complies [F 111J2 systems have automatic or ❑Does Not ;accessible manual controls. )❑Not Observable ; _. `❑Not Applicable 1 IHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: #33277_000 (Job_S/N) Report date: 10/22/21 Data filename: Page 8 of 10 Section plans Verified' FieldVerified# Final Inspection Provisions . Value Value Complies? Comments/assumptions & Req.ltl 403,6,1 Al mechanical ventilation system; 4,❑Complies [F125]2 .;fans not part of tested and listed j. I❑Does Not E HVAC equipment meet efficacy i ;and air flow limits per Table t❑Nat Observable R403.6.1. `.❑Nat Applicable 403%2, ;Hot water boilers supplying heat --- ?❑Complies [F126]2 !through one-or two-pipe heating k• ❑Does Not I systems have outdoor setback control to lower boiler water #❑Not Observable : [. =temperature based on outdoor ❑Not A_ .. PPlicable temperature. i 3 3 403.5,1,1 'Heated water circulation systems,. ❑Complies [F128]2 have a circulation pump.The i. ;❑Does Not system return pipe is a dedicated []Not Observable -return pipe or a cold water supply. pipe. Gravity and thermos- -°`:❑Not Applicable 3 ;syphon circulation systems are ? I I not present.Controls for !circulating hot water system q 3 pumps start the pump with signal; ;for hot water demand within the !occupancy. Controls „automatically turn off the pump „ I :when water is in circulation loop 3 is at set-point temperature and f I no demand for hot water exists. 403.5.1.2 i Electric heat trace systems ;: ;❑Complies [171129]2 comply with IEEE 515.1 or UL ❑Does Not :515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the f ❑Not Applicable I desired water temperature in the 3 piping. i 403.5.2 !Demand recirculation water i ❑Complies [17[30]2 isystems have controls that ;❑Does Not :manage operation of the pump ;and limit the temperature of the ; ` " ❑Not Observable ; :water entering the cold water 4 ❑Not Applicable piping to<= 1049F. t ; 4015.4;• :;Drain water heat recovery units ❑Complies ; [F131]2•"::tested in accordance with CSA ❑Does Not 3 :655.1. Potable water-side :pressure loss of drain water heat ! ❑Not Observable ;recovery units<3 psi for - . ; ❑Not Applicable individual units connected to one f or two showers. Potable water- ' 'side pressure loss of drain water heat recovery units< 2 psi for i ;individual units connected to ithree or more showers. 404.1 i 90%or more of permanent ` !]Complies [FI611 ;fixtures have high efficacy lamps. I❑Does Not j❑Not Observable . A[]Not Applicable 404.1.1 . ;Fuel gas lighting systems have ; i❑Complies [17123]3 Ano continuous pilot light. 5 j❑Does Not � t I❑Not Observable ' =❑Not Applicable 403:3 Compliance certificate posted. :❑Complies [Fj7]2 `❑Does Not i r❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: #33277_000 Qob_S/N) Report date: 10/22/21 Data filename: Page 9 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & RegJD 303.3 ;Manufacturer manuals for ❑Complies [FI18]3 'mechanical and water heating I❑Does Not systems have been provided. []Not Observable 1❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 12 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: #33277_000 Oob_S/N) Report date: 10/22/21 Data filename: Page 10 of 10 2018 IECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 50.00 Ductwork (unconditioned spaces): Window 0.28 0.38 Door 0.28 0.38 EEC= 1; EM Heating System• Cooling System• Water Heater: Name• Date: Comments 1 _._. MiTNCY" H+C�,I�✓I�µ�, wIN�C........_..... 1cg7 a�:��.a s2.Der�n�.y az��.;r�i•irsss, "1Vlun.cy TIom•es � Superiior.$uild,iers � P..remier'Euilders DATE: 10/04/21 JOB#: 33277 BUILDER: Turn Key Mod The following information is being provided by the modular manufacturer to aid the Builder in completing the NYDOS required Truss/Pre-Engineered Lumber/Timber Frame Notice per Title 19 NYCRR Part 1265. The Builder shall be responsible to complete the remaining information on the required form and shall submit the completed form to the Authority Having Jurisdiction upon application for the Building Permit. PLEASE TAKE NOTICE THAT THE: (check each applicable line) F New Residential Structure ❑ Addition to Existing Residential Structure ❑ Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE: (check each applicable line) Q Truss Type Construction (TT) Q Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) IN THE FOLLOWING LOCATION(S): (check each applicable line) ❑ Floor Framing, Including Girders and Beams (F) ❑ Roof Framing(R) Q Floor Framing and Roof Framing(FR) 1 ' '9^"� APPROVED ' DATE 1/8/20 PFS CORPORATION Job Truss Truss Type Qty Ply SMP 212 Bloomsburg,PA 94108 HM585829 HINGE MONO 1 1 Flat-26-28'-60/90 Universal Forest Pr9lucts Inc.,Grand Rapids,MI 49525,Mike Patten 8.220 a Aug 13 2018 Mfrek Industries,Inc.Tue Nov 20 15:39:18 2018 Page 1 of 2 Copyright 2018 Universal Forest Products,Inc.All Rights Reserved 2-6-10 11-2-10 0. 8 z 0 Alt 0-10-12 Cantilever 5 i I Detail SMH18B REACTIONS. 4 Max Harz 6=-221(LC 13),1=479(LC 9) Max Uplift7=-531(LC 9),1=-294(LC 9) 10y$ 0.11 Max Grav7=1042(LC 13),1=1091(LC 13) 7.00 12 10 o Alt. m Cantilever 1-3-4 Opt. Cul t-c� m Detail 0.10-12 Opt. 1 .Cut-offSMH18D 0.�3-0 Opt „ 8 ,5-`Y11 3x6 113 C lu_tt--off 0-10-12 to 2-10-12, q X 4 y 9 REACTIONS. N c 1 1 'ry 9 Max Harz 6=-221(LC 13),8=479(LC 9) 61 �; Max Uplift7=-467(LC 9),8=-392(LC 9) Max Grav7=818(LC 13),8=1388(LC 13) 3.5x5 11 8 11 12 7 Bottom chard bearing 3x6 11 2x6 11 5x8 11 or hanger required 0.1,12 2-414 1 11-2-10 0-,6-8 13-10-12 Plate Offsets(X,Y1:0-2-14.0-5-141,[I:0-2-8.0-10-51, 2:0-0-12 Ec1a [3:0-14,0-&0J,[4:0-14,0-1-01.E7:04-12.0-0-91,r8:0-4-12.0-1-01 SPACING-:2-0-0 SPACING-:1-4-0 SPACING-:1-0-0 Plate Grip DOL 1.15 CSI. DEFL in Ooc) I/de0 Ud PLATES GRIP LOAD NG(psf) LOADING(psf) LOADING(psf) Lumber DOL 1.15 TCLL 46.2 TCLL 69.3 TCLL 92.4 TC 0.86 Vert(LL) -0.36 7.8 >264 240 MT20 197/144 (Ground Snow=60.0) (Ground Snow---90.0) (Ground Snow=120.0) Rep Stress Incr YES WE 0.89 Vert(CTHorz(C) -0.60 7A >264 180 MT18HS 197/144 TCDL 12.0 TCDL 18.0 TCDL 24.0 Cade IBC2018/rP12014 WB 0.52 Horz(CT) 0.00 7 n/a n/a BCLL 0.0' BCLL 0.0• BCLL 0.0` iBC2015/PPI20Matrix-R Weight 771b BC2012/rP1200707 FT=0 BCDL 10.0 BCDL 15.0 BCDL 20.0 LUMBER- BRACING- TOP CHORD 2x8 SPF No.2`Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals.[P] T2:2x6 SPF 165OF 1.5E,T3:2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 4.3-13 oc bracing. BOT CHORD 2x8 SP No.1 WEBS 1 Row at midpt 4-9 WEBS 2x3 SPF Stud'ExcepV W3:2x10 SP No.2 REACTIONS. (Ib/size) 1=987/0-3.8 (min.0-1-8),7=839/0-3-8(min.0-1-8),6=-0/Mechanical Max Harz 1=479(LC 9),6=-221(LC 13) Max Upliftl=325(LC 9),7=-549(LC 9) Max Grav1=1129(LC 13),7=1107(LC 13) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-705/54,2-3=-1077/134,3-10=932/45,410=-701/55,45=-425/97,5-0=-263/106,7-9=-813/465 BOT CHORD 1-13=-251/424,13.14=-251/424,8-14=-251/424,8-11=222/388,11-12=-222/388,7-12=-222/388 WEBS 2-8=-873/697,49=-901/516 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(Ib)/Maximum Tension(Ib)/Maximum Shear(lb)/Maximum Moment(Iain) 5=341/102/135/0,9=901/516/388/0 NOTES- 1)Dado:0-3-14 length x 0-0-12 deep dada,0-1-8&0-10-8 to left edge from joint 1 on the bottom face. 2)Wind:ASCE 7-16;Vult=155mph(3-second gust)Vasd=123mph @24in a.c.;TCDL=3.Opsf;BCDL=3.Opsf;(Alt.180mph @161n o.c.;TCDL=4.5psf; BCDL=4.5psf);(Alt.180mph @12in o.c.;TCDL=6.Opsf;BCDL=6.Opsf);h=30ft;Cat.II;Exp C;Enclosed;MWFRS(envelope)gable end zone and C-C Extedor(2E)038 to 3-3-8,Interior(1)3-3-8 to 13-8-8 zone;cantilever left exposed;C-C for members and farces&MWFRS for reactions shown;Lumber yt�tt;tlYtjftrl DOL=1.60 plate grip DOL=1.60X1A 3)TCLL:ASCE 7-16;Pg=60.0 psf;Ps=46.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.10 ,a! { ,�MA/ ;",to& 4)Roof design snow load has been reduced to account for slope. 5)Unbalanced snow loads have been considered for this design. 6)All plates are MT20 plates unless otherwise indicated. 7)See HINGE PLATE DETAILS for plate placement .�` '. 8)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. 9)All additional member connections shall be provided by others for forces as indicated, 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. G : `� ;Z 11)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bat chord and any other members,with BCDL=10.Opsf. (}'. l 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3251b uplift at joint 1 and 549 Ib uplift at joint 7. ��, v+, cy_ 13 This truss is designed in accordance with the 2018 Intemational Building Code section 2306.1 and referenced standard ANSI/1'PI 1. �* • .�'�' !` 14)This truss is designed in accordance with the 2012 IBC Sec 2306.1 and referenced standard ANSI/rPI 1 15)This truss is designed in accordance with the 2015 IBC Sec 2306.1 and referenced standard ANSI/FPI 1 "' l4lif61E 16)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. �,1i�t drra�ynrerayr Ir",a' The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this l�to,a 11*,0 9rEps'c'aQt s?ovea• document,not necessarily the cement state building code.The engineering seal is not an approval to use in a specific state.The final determination ;tp,itfc,re 1 i"nt1, ,°4 ray°ry�'r +t_p+apnrr�� PP P .ar'fare_.ccttxr vtu� f:ru'ati:tp,r".Atcrtiarad. on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. Lar—its 1,L5s3r;E+anwxor 4 D .`tCi2,ValV) ® WARNING -Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST N PHONE(616)-3646161 FAX(616)-365-0060 GRAND RAPIDSAPIDS,,MI49525 Truss shall not be cut or modified without approval of the truss design engineer. This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design.Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an Individual building component to be installed and loaded vertically.Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WiCA,6300 Enterprise LN,Madison,WI 53719 J:\support\MllekSupp\templates\ufp.lpe Muncy Homes, Inc. 10/15/2019 1.3.9.1 ' rPPFS APPROVED ATE 1/6/20 CORPORATION Bloomsburg,PA Jab Truss Truss Type Qty Ply SMP 212 94108 HM585829 HINGE MONO 1 1 Flat-26-26-60/90 Universal Forest Pr9cLucts Inc.,Grand Rapids,MI 49525,Mike Patten 8.220 a Aug 13 2018 MiTek Industries,Inc. Tue Nov 20 15:39:18 2018 Page 2 of 2 Copyright W2018 Universal Forest Products,Inc.All Rights Reserved 17)The field-installed members are an integral part of the truss design.Retain a design professional to specify final field connections and temporary supports.All field-installed members must be properly fastened prior to applying any loading to the truss.This design anticipates the final set position. 18)Based an HM585825 19)I BC 2018 I The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ® WARNING -Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST BELTLINE RD,NE PHONE(616)-364-6161 FAX(616)-3650060 GRAND RAPIDS,MI49525 Truss shall not be cut or modified without approval of the truss design engineer. This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of Amedca and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J:\support\MltekSupp\templates\ufp.tpe Muncy Homes, Inc. 10/15/2019 1.3.9.2 1 951E- 951E APPROVED DATE 1/8/20 PFS CORPORATION Bloomsburg,PA Uiflversal Fairest Product ' Job Truss MFG Customer 94108 HM585829 212 SMP The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with three building official or designated appointee. UU�y'it tft r_ .,. ,tiy,•hi.,P+. Y®� ..fFi gt"7r�.�7.�+ 'V'y.<' ��J r # --N. SZE , 77 ... ,� _ •..+e J�M'V �•'�tls+i.Ati1�'N.�ifg�.�` , .. � ,.I�, i ' •, a'Lllp 5'* <.�.'LP�' �=•. 1{iflllt M111t9t�'�4�- I!Q 1VINWFREEMAN �. tCITWN ` �� ANLU , rn W 5,510NAL 0, EER ' SS11311jllflL Corporate Engineering 2801 East Beltline,NE Grand Rapids,MI 49525-9736(616)364-6161 Fax(616)365-0060 Muncy Homes, Inc. 1qf��.e&jq 1.3.9.3 Electrical Load Calculation: MUNCY HOAXES, INC. Ref. NEC 2005/2008/2014,2017,2020 Article 220 Chapter 4, Optional Feeder and Service Load Calculations i5U7 P& f VM '9WOOK5444 wwwmnc Modular Only Date: 10/05!21 Performed By: Darty[Mincemoyer Mfg: Muncy Homes Inc Model:',Job#33277 ,Turn KeylMckay `. Air Conditioning 0 Central Electric Space Heating (. 0 ! x.65) ' . 0 Less Than Four Separately Controlled Electric Space Heating Units (, 0 x.65) 0 Four or More Separately Controlled Electric Space Heating Units ( 0 x.40) * 0 Oft. of Elec Heat at 250 watts per ft= 0 total wafts *Use the larger of the air-conditioning or the diversified demand of the heating load. Other Loads: Watts or Circuit Wire Voltage Watts Floor# Volt-Amps Ampacity Size General Lighting ( :1243 sf* x 3)x 2 7458 15 14-2 120 Small Appliances ( 3 x 1500 ) 4500 20 12-2 120 Range 8000 40 8-3 240 Dishwasher 1000 15 14-2 120 Garbage Disposal na 0 0 Microwave na 0 0 Washer 1500 20 12-2 120 Dryer 5600 30 10-3 240 Furnace ria 0 0 Water Heater(shipped loose) 4500 25 10-2 240 Whirlpool na 0 0 Subtotal: 32558 *Total square footage per floor First 10 KW of other loads @ 100% = 10,000 watts Remainder of other loads @ 40% ( 22558 x.40) = 9,023 wafts cz pHeat Above: 0 watts Total Calculated Load: = 19,023 watts Required Service Size: 19023 —240 = 79.3 Amps Installed Panel Size — 200 Amps t` `$ :ate-.. 11/01/2021 Window Schedule MUNCY HOMES, INC. At�Pa V= ;OAXWOM Vinyl Windows- Seven-D 7700 Series Ident. No. U Val Light Vent Type Max Fir EgressMaterial SHGC Area SF Clr SF 2257 0.28 5.87 2.92 SH 73 -- Vinyl 0.38 3049 0.28 7.26 3.59 SH 89.75 -- Vinyl 0.38 3437 0.28 6.07 2.95 SH 73.75 -- Vinyl 0.38 3449 0.28 8.24 4.22 DH 103 -- Vinyl 0.38 3457 0.28 1 9.81 1 5.04 1 DH 1 122.62 -- Vinyl 0.38 3857 0.28 1 11.48 1 5.7 1 SH 142.5 >=5.7 Vinyl 0.38 3857 1 0.28 1 11.2 1 5.72 1 DH 140 >=5.7 Vinyl 0.38 Door Schedule Ident. No. Size U Val S.F. Material Finish Type Glazing 30 WNW" 0.19 -- Fiberglass PTD Blank 32 32"x80" 0.19 -- Fiberglass PTD 6-Panel 36 36"x80" 1 0.23 1 0.67 1 Fiberglass PTD 12 Lite 72VINYL 72"x80" 1 0.28 1 31.27 1 Vinyl I Vinyl ISliding Glass (Seven-D) Notes: 1.Windows and doors shall be anchored per IRC R609.7 2.Testing and labeling of windows has been completed in compliance with IRC R609.3 prior to installation. 3.Testing of windows mullions is to be verified prior to installation &pass per code requirements listed in section R609.8 ' 11/01/2021 Whole House Ventilation Supply Air Worksheet: 2-Story Job#: 33277 Construction: Semi-Tight Date: 10/5/2021" 1st Story Area: 1243.25 sq ft #of Stories: 2 1st Story Clg Height: I • '9 ft #of Bedrooms: 4 2nd Story Area: 1243.25 sq ft #of Fireplaces: 0 2nd Story Clg Height: 8 ft "" 4e YorI(?: _ YES Total Building Area: 2486.5 sq ft> `'1 Building Volume: 21135.cu ft , Air Change/Hour(ACH)Value: 0.28 ACH x Volume 60 minutes=CFM Provided: 99 cfm �c°a Via•�;"• .f:;.:._ Additional CFM provided from Fireplaces: 0 cfm X0625,3 Total CFM Provided: 99 cfm CFM Required per 2020 RCNYS-Table M1505.4.3(1): 75 cfm Supply OK or NG: ' OK! 11/01/2021 Whole house ventilation exhaust is provided by a continuous run bath fan. See electrical plan for the identified fixture locations and size. Manual J Table 5A - Infiltration Air Change Values for Three or Four Exposures Default Air Change Values for Two Story Construction Construction Air Changes per Hour_.Heating Infiltration 1 Floor Area of Heated Space(SgFt) Cfm for One Fireplace, 900 Or Less 901 to 1500 1501 to 2000 2001 to 3000 3001 or More Tight 0.27 0.20 0,18 0.15 0.13 0 Semi-Tight 0.53 0.39 0.34 0.28 0.25 13 Average 0.79 0.58 0.50 0.41 0.37 20 Semi-Loose 1.23 0..90 0.77 0.63 0:56 27 Loose 1.67 1.22 1.64 0.85 0.75 33 1) For one additional"fireplace,add 7 Cfm to the abovefireplace values.For two or more additionalfireplaces,add 10 Cfm(total)to the above: 2020 RCNYS-Table M1505.4.3(1) TABLE M1W&A30). CONTINUOUS.WHOLE-HOUSE.MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS DWELLING UNIT NUMBER OF BEDROOMS FLOOR AREA 01-1 2=.3 4-5 &=T >7 :(square feet). 'Airflow In CFM <A,500 30 45. 60 75 90 1;501-3,000 45 60 75 90; 105 3100r-4,500 1 60 75 90 105 120. 4,501-6,000. 1 75 90 105 120 135 6;001.-7,500 90 .105 120 13,5 150 >7,500 105 120 135 1 150 1 165 Far SI:1 square foot=0:0929 m',.1 cubic foot per minute=0.0004719.mYs. JOB PRE-33277 SHEET NO. 1 OF 44 David E. Billingsley PE CALCULATED BY DB DATE 10/6/2021 217 East Main Street•Middleburg,PA 17842 CHECKED BY DATE Phone(570)837-0577•FAX(570)837-0585 Design Criteria Listed connections to foundation/piling system must be reviewed by the foundation/piling design engineer. Foundation/piling engineer must verify the listed connections are appropriate with acutal foundation/piling system. Foundation/piling engineer may specify alternate connections that meet the required loads. Warning: It is a violation of the NYS Education Law Article 145 for any person unless he is acting under the direction of a licensed Professional Engineer,to alter this item in any way. .. Location: NY :135mph Exp C or less Building Description: 63 Residential Two Story Codes: rr� 2020 NYS Uniform Code'',,, 2018 NDS i 10/06/2021 ASCE 7-16 Criteria: Risk Category 11 Site Class D Seismic Criteria Numeric seismic design value at 0.2s SA(SDS) 0.32 Seismic Design Category(SDC) B Seismic Importance Factor 1.00 Ultimate Wind Speed Vult= 135.0' mph Nominal Wind Speed Vasd = . 104.6 mph Exposure Wind Exposure Adjustment Factor= AM Wind Importance Factor= 1 Q0 Load Case Factor= 0.6 Snow Load Ground Snow Load = 35 psf Snow Importance Factor= 1:00 JOB PRE-33277 SHEET NO. 2 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Design Criteria Cont. Floor Diaphragm Aspect Ratio Length of side (L1)(width) = 27.5 Length of side L len th 46 ft. :_e 4 ,862 Max Mean Roof Height= ; 25 ft. 10/06/2021 Exposed Foundation Height= 2 'J ft. Roof Framing Span (Horizontal Projection) = 13.75 ft. Roof Framing Spacing= 16 in. o.c. Roof Overhang Length Roof Slope= 7 :12 Roof Diaphragm Aspect Ratio Length of side (L,)(width) _ 27.5 ft. Length of side (1-2)(length) = 46 - 'ft. Roof/Ceiling Assembly Dead Load= :15 ?psf Roof Framing Type= Truss Tr`,uss ID# ; HM585829 Max Uplift at Marriage Wall.= 549 lbs per truss ;Maz Uplift at Sidewall Wallin,=:. 325 Ibs per truss r JOB PRE-33277 SHEET NO. 3 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Design Criteria Cont. 1 st Story Loadbearing Wall Height= 9 ft. 2nd Story Loadbearing Wall Height= 8 ft Wall Stud Specifications= 2x6 SPF#3 Wall Stud Spacing Shearwall Segment Aspect Ratio 1 st Story Shearwall Height= ft. 2nd Story Shearwall Height= 8- <ft. OSB- PLY GYP 1st Story Minimum Shearwall Length = H/3.5= 2.57 ft. H/1.5 = 6a3:0';Eft.-__ 2nd Story Minimum Shearwall Length = H/3.5= 2.29 ft. H/ 1.5 = 5.33 `ft. f 1 st Story Wall Length Available for Full Height Sheathing Bline-1 26.75 :ft. Lline—A 21.00 ;ft. Bline-2 10.25 ft. Lline-B 22.25 ft. 1st Story Maximum Unrestrained Opening Height Hline-1 0 in. Hline-A 84 'in. Hline-2 0 in. Hline-13 84 in. 2nd Story Wall Length Available for Full Height Sheathing Bline 1 26.75 .ft. Lline A 33.83 Yft. Bline 2' 27.50 ft. Lline B 27.33'`ft. 2nd Story Maximum Unrestrained Opening Height ' _ _ ku Hline-1 0 in. Hline A 66 in. Hline 2 0 in. Hiine B 66 'in. 10/06/2021 JOB PRE-33277 SHEET NO. 4 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Uplift Connections Building Width= 27.5, '. ft. Roof Framing Spacing= wr1�6 in. o.c. 7— Roof/ —Roof/Ceiling Assembly Dead Load= 15 psf Roof Span = 1.3.75 =ft. Amount of load to be subtracted per Story= _ {[(Unit Width/2) x Floor/Roof Dead Load]+Wall Dead Load}x 0.6 2) x : 90 psf] + 60 plf} x 0.6 plf 3 Sec Gust Wind Speed= 135 #mph f cc Vertical Design Wind Pressures , ;> LU 17 �5 Windward Uplift Pressure= 21.66 j psf ' 2��' Leeward Uplift Pressure= 21.66!psf `4 6gF Overhang Wind Uplift Pressure= 36.96 psf 10/06/2021 Roof to 2nd Story Wall Connection Load = F 244 plf E r. �e 2nd Story Wall to 1 st Story Wall Connection Load = 244 j plf --77, plf= 167 ;plf 1 st Story Wall to Foundation Connection Load = 167,4 plf 77. ,pif= 89 plf . _. . . JOB PRE-33277 SHEET NO. 5 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Uplift Connections(cont'd) Main Building Connection Design Connections to transfer uplift loads from the roof assembly to foundation must maintain a continuous load path. Use structural connectors to provide the required connection. Alternate connection methods may be used, if they are satisfactorily proven to resist the calculated loads. Roof Truss to 2nd Story Wall Stud Connection Connector: iSimpson Strong-Tie MTS1"8 f Fastener: f(6)0.148inx1.5in nails each end Allowable Load= 743,8 lb Req'd Uplift Req'd Provided Load Spacing Spacing s..244: 'plf 37 :;,in. 32 in. " s „t 0 -4 73� tf,a rr 10/06/2021 JOB PRE-33277 SHEET NO. 6 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Uplift Connections (cont'd) 2nd Story Wall Stud to 2nd Story Floor Band Connection -line, A&line.-B - .... ............ Connector: 7/16"OSB/PLY overlap I rows of 0.113"x2.0"Nails Allowable Load = 166 Ib Req'd Uplift Req'd Provided Load Spacing Spacing line_A 244 Of 8 in o.c. 6 ,Fin o.c. - 8 :in o.c. =`.. .6 'in o.c. line_B 244 plf 2nd Story Wall Stud to 2nd Story Floor Band Connection -line 1&line 2 Connector: 7/16"OSB/PLYI overlap 2 rows of 0.113"x2.0" Nails Allowable Load = 166 lb Req'd Uplift Req'd Provided Load Spacing Spacing line_1 198 <plf 6 :in o.c. ;: 6 in o.c. linep _2 192 If 6 ;in o.c. ; 6 in o.c. 2nd Story Floor Band to 1st Story Ceiling Band Connection -line_A&line B Connector: 7/16";OSB/PLY overlap 2 rows of 0.113"x2.0" Nails Allowable Load = 166 Ib Req'd Uplift Req'd Provided Load Spacing Spacing line_A 167 ", plf 12 in o.c. w ,6' in D.C. line_B 167 pif 12 in o.c. 6 in D.C. 2nd Story Floor Band to 1st Story Ceiling Band Connection -line_1&line 2 Connector: 7/16"OSB/PLY overlap 2 rows of 0.113"x2.0"Nails Allowable Load = 166 lb Req'd Uplift Req'd Provided Load Spacing Spacing �..7 line-1 198 =pif 6 in o.c. 6 in D.C. line_2 192: plf 6 in o.c. 6 in D.C. 1st Story Ceiling Band to 1st Story Wall Stud Connection -line_A&line_B Connector 7/16"OSB/PLY overlap 2 rows of 0.113"x2.0".Nails Allowable Load = 166 Ib Req'd Uplift Req'd Provided Load Spacing Spacing line_A 167 plf , 12 in o.c. 6,- yin o.c. line_B 167 .,plf _12 . in o.c. 6. .€in D.C. ;r. S )ry Ceiling Band to 1st Story Wall Stud Connection -line 1&line 2 Connector ;7/16"OSB/PLY overlap .2 rows of 0,.131'"x2.6"Nails. sq Allowable Load = 192 Ib Req'd Uplift Req'd Provided ' - Load Spacing Spacing line_1 198 ;plf 6 in o.c. 6,' Jin D.C. - line_2 192 plf 6 in D.C. '6' in o.c. 'hfl/06/2021=_ __ . JOB PRE-33277 SHEET NO. 6A OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Uplift Connections (cont'd) 1 st Story Wall Stud to Floor Band Connection Connector: 7/16"OSB/PLY overlap floor rim joist min.3" Fastener: 0.113in x 2in nails Must Use Nails in Higher than Seismic Zone C Lateral Value= V,-,,83 °lbs per fastener Use 2 rows of fasteners along bottom edge of panel -stagger spacing between rows Req'd Uplift Required Load Spacing line—A 457 plf 4 in. D.C. line_B 424 plf 1 4 'in. D.C. line_1 0 i Of 6 An. o.c. line-2 0 " 'plf 6 �in. o.c. La a 10/06/2021 JOB PRE-33277 SHEET NO. 7 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Uplift Connections(cont'd) Design 1 st Story Module to Sill Plate Connection Assume Typical 1 st Story Module to Sill Plate Connection made with Connector: 7/16"©SSIPLY overlap sill plate 1.5" Fastener: 0.1130x 2in nails_ Must Use Nails in Higher than Seismic Zone C Lateral Value= 83 Ibs per fastener Use 1 row of fasteners along bottom edge of panel Floor Band to Sill Plate Connection Req'd Uplift Req'd Load Spacing line_A 457 .pif "' 3 in. o.c. line_B 424 pifw_.3,,.- ,in. o.c. line_1 0 pif 3, in. o.c. line-2 0 pif 3 in. o.c. Wh 10/06/2021 JOB PRE-33277 SHEET NO. 8 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Single Shear Staple Capacity w/min. 1" penetration "Other Dowel-Type Fasteners" D = 0.063 in Diameter is = 0.438.in Side member thickness Fyb = 1 E+05 psi Dowel bending yield strength tm = I.'', :in Main member penetration Rd = 2.2 Reduction Term-See Table 11.3.1 B Ss = SPF" Side member species Re = 1 Fem/Fes Ms = SPF Main member species Rt = 2.286 ;= Im/IS SO = 16 Staple Gage Im = 1, in main member dowel bearing length CD = 1.6 Load Duration Factor Is = 0.438 in side member dowel bearing length Fem= 3350 '.psi main member dowel bearing strength Fes = 3350 psi side member dowel bearing strength Staple Capacity: Table 11.3.1A Yield Limit Equations: Zstaple=2 Legs x Zmin Mode Shear Zstaple= 38.1. 'Ibs Im Zim= D x Im x Fem X CD = 153,5 " Ib Rd IS ZIS= D X IS X Fes X CD — 67.2 Ib Rd M.... . F; II ZII= k1 x D x IS x Fes x CD = 51.6 Ib Rd IIIm Illm 2 xZ = k Dxlm xem X CD 'Ib = 54.2 N .. N (1+2Re)x Rd -. IIIS Zuls= k3 x D x IS x Fem x CD = 28,8 ' , `Ib 10/06/2021 (2+Re)x Rd IV Ziv= D2 x 2x Fem x Fyb (1/2) _ X19.1 lb Rd 3 x(1 +Re) _. _..,.. Minimum Shear,Zmin= 19°:1; Ib Notes: K1 = [Re+(2Re2 x(1+Rt+Rt2))+ (Rt2 x Res)I(vz)_[Rex(1±Rt)l _ „'U ...................... (1+Re) K2 = -1 + (2 x(I+Re))+ 2F b x(1+2Re)x D2 (1/2) = A- 3Fem X Im2 Ks = -1 + F(2 x(1+Re)) + 2F b X (2+Re)X D = . 1.3 ._.... 2 (1/2) Re 3Fem X Ise JOB PRE-33277 SHEET NO. 8A OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Single Shear Staple Capacity w/Metal Side Member w/min. 1" penetration "Other Dowel-Type Fasteners" D = 0.063 in Diameter is = 0.036 :in Side member thickness Fyb = .11E+05psi Dowel bending yield strength tm = 1 in Main member penetration Rd = 2.2 Reduction Term-See Table 11.3.1 B Ss = 20GA Steel Side member species Re m A.0154:= Fem/Fes Ms = SPF" : Main member species Rt = 27.78 `= Im/Is SO = .16 Staple Gage Im = 1 in main member dowel bearing length CD = 1.6 Load Duration Factor Is = 0.036--in side member dowel bearing length Fem= 3350 'psi main member dowel bearing strength Fes = 618,50,psi side member dowel bearing strength Staple Capacity: Table 11.3.1A Yield Limit Equations: Zstaple=2 Legs x Zmin Mode Shear Zstaple= i 52.5 :lbs Im Zlm= D X Im X Fem x CD = -153.5 Ab Rd ... .. ...... . ... Is ZIs= D x Is x Fes X CD = 102.0 ':Ib .. . . ..............: Rd II Z11 kt x D x Is x Fes X CD = : 62:8 Jb Rd IIIm Illm 2 xZ = k Dxlm xem x CD F - 66.7 =1b4, t4 (1+2Re)x Rd III Z - k D x l F = , s IIIs— 3 x s x em X C D 31.8 (2+Re)x Rd 10/06/2021 IV ZIv= D2 x 2 x Fem x Fyb (1/2) _ : 26.3 :lb Rd 3 x (1 + Re) Minimum Shear,Zmin= 26:3.:-,„,:, Ib e Notes: K, _ [Re+(2Re2 x(1+Rt+Rt2))+ (Rt2 x Re8)](1/2)-[Re X(1+Rt)] = 0.6 (1+Re) K2 = -1 + (2 X(1+Re))+ 2F b x(1+2Re)x D2 (V2) = 0.5 3Fem x Im2 K3 = -1 + (2 x(1+Re))+ 2F b x(2+Re)x D2 Re 3Fem X Is2 JOB PRE-33277 SHEET NO. 9 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE 20GA Strap Capacity Thickness of Strap= 0.0359 in Strength of Steel = 36 ksi Strength Reduction Factor= 0.6 Width of Steel Strap= 1.25 in Thickness of fastener= 0.1310 in Capacity of Strap=Thicknes x(Width of Strap-Width of fastener)x Strength of Steel x Strength Reduction Factor= ..I......a;. Capacity of Strap= '867.7`lb 0.131"x2.5" Nail Capacity Shear Z= 81 -1b NDS Table 11 P Load Duration Factor= 1.6. for wind Adjusted Fastener Capacity= x129,6" Ib Required Quantity of Fasteners to achieve max capacity of strap= QTY= 7 - =nails each end of each strap gas: c 5;• '%'1.. � �t,�tYY 10/06/2021 JOB PRE-33277 SHEET NO. 10 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Uplift Connections(cont'd) k)at Marriage Wall Loads � 5' .. § Max Uplift at Marriage Wall = 549 lbs Unit Uplift Load= 10/06/2021 Roof to 2nd Story Wall Connection Load = .412 plf 2nd Story Wall to 1 st Story Wall Connection Load = 412 W plf y 59 !plf= 353 plf Wall to Girder Connection Load = 353 plf =. 59 plf= 293`";plf *Connection loads less than 0 do not require uplift connectors Amount of load to be subtracted per Story= [(Unit Width/2)x Floor/Roof Dead Load]+Wall Dead Load _.._.................... .: 2) x 10 psf] + 30 plq x 0.6 = 59,= Of JOB PRE-33277 SHEET NO. 11 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Uplift Connections(cont'd) Marriage Wall Connection Design Roof Truss to 2nd Story Wall Stud Connection Connector: Sirimpson Strang-Tie LSTA1.2 w Fastener: z(10)0.14$"X2.5`nails (5 each end of strap) : Allowable Load= 795.' :Ib Req'd Uplift Req'd Provided Load Spacing Spacing 412, plf 23 in. 16-, in. .„y 14 10106/2021 JOB PRE-33277 SHEET NO. 11A OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Uplift Connections(cont'd) Marriage Wall Connection Design E .......... ? a t'i%q Siik ell 10/06/2021 2nd Story Wall Stud to 2nd Story Floor Band Connection Connector: Simpson Strong-Tie LSTA12 Fastener: ;(10) 0,148inx2.5in nails (5 each end of strap) Allowable Load= 795 :Ib Req'd Uplift Req'd Provided Load Spacing Spacing 353` plf 27_ in. 16 'in. 2nd Story Floor Band to 1st Story Ceiling Band Connection (One Side Only) Connector: ;Simpson Strong-Tie LSTA15 Fastener: (12) 0.148inx2.51n nails (6 each end of strap) Allowable Load= 950 'lb Req'd Uplift Req'd Provided Load Spacing Spacing 705 plf 16 - !in. 16 in. + 1 JOB PRE-33277 SHEET N0. 1 1 B of 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Uplift Connections(cont'd) Marriage Wall Connection Design 1 st Story Ceiling Band to 1 st Story Wall Stud Connection Connector: Simpson Strong-Tie LSTA12 Fastener: (10) 0.148inx2,51n nails (5 each end of strap)9 Allowable Load= 705 'Ib Req'd Uplift Req'd Provided Load Spacing Spacing _..... ..... . ................ 353 pif 27 in. 16 ..i in. 1st Story Wall Stud to Floor Girder Connection Connector: ;Simpson Strong-Tie LSTA12 Fastener: ;(10) 0.148"x25'nails (5 each end of strap)'' Allowable Load= 795 Ib for SPF Req'd Uplift Req'd Provided Load Spacing Spacing 353 pif - 27 : n. 16 in. Floor Girder to Foundation Connection Req'd Uplift Load $ `r:? a : .` I'd '283 pif per box ; 10/06/2021 JOB PRE-33277 SHEET NO. 12 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Uplift Connections(cont'd) Check Tensile Strength of Studs to Transfer Uplift Loads Nominal Tensile Stress Ft= 254 psi ANSI/AF&PA NDS Table 4A Load Duration Factor CD= 1.6 ANSI/AF&PA NDS Table 2.3.2 Size Factor CF= 9.3 ANSI/AF&PA NDS Table 4A Allowable Tensile Stress F,'= Ft CDC,= 520` psi ANSI/AF&PA NDS Table 4.3.1 Net Area of Stud A= 8:25..'in Allowable Tensile Load Pt= F�A= 4290Ib ^m>, 325 Ib IOK! 0,96,2b 10/06/2021 JOB PRE-33277 SHEET NO. 12A OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Sliding Connections Capacities Design 1 st Story Module to Sill Plate Connection Assume Typical Connection made with 0.131°x 3"toenails, Specific Gravity of Member f" sti ; G= - 0.42 ... ......... Thickness of Member is= 1.50 in. Nominal Lateral Capacity of Nails in Single ShearZ 82 fib ,', Load Duration Factor CD= 1.6 10/06/2021 Toe-Nail Factor Ctn= 0.83 Allowable Lateral Capacity of Nails in Single Shear Z' D to = Z C C = 109"`'Ib 0.131 x 3"toenails. _. 2 in o.c 653 p_ ................... 2"o.c. nails = 109 ";lb x 12 in/ft/ If 3"o.c. nails = 109 :lb x 12 in/ft/ 3 in ox = 435 Of 4"o.c. nails = 109 Ib x 12 in/ft/ 4 in o.c = 326 pif 5"o.c. nails = 109 Ib x 12 in/ft/ 5 in o.c = 261 . Of 6"o.c. nails = 109 Ib x 12 in/ft/ 6 in o.c = 217.. plf 0.131"x3"-Nails Z' = ZCD = ,131 .,=1b 2 rows of 0.131"x3" nails at 4"D.C. = 131 Ib x 12 in/ft/ 4 in o.c x 2 = t 787 <pIf 2 rows of 0.131"x3"nails at 5"D.C. = 931 1b x 12 in/ft/ 5 in o.c x 2 = z 629 plf 2 rows of 0.131"x3"nails at 6"D.C. _ 131 Ib x 12 in/ft/ 6 in o.c x 2 = ;, 524 =pif 2 rows of 0.131"x3"nails at 7"o.c. = :131'° flb x 12 in/ft/ 7 in o.c x 2 = 1:.449 ;plf 2 rows of 0.131"x3"nails at 8"o.c. = ; '1'31"" !lb x 12 in/ft/ 8 in o.c x 2 = 393 '::pif 3 rows of 0.131"x3"nails at 4" o.c. = € ,131 Ib x 12 in/ft/ 4 in o.c x 3 = 1180 plf 3 rows of 0.131"x3" nails at 5"o.c. = f' 131 Ib x 12 in/ft/ 5 in o.c x 3 = 944 ;plf 3 rows of 0.131"x3" nails at 6"o.C. = 131 Ib x 12 in/ft/ 6 in o.c x 3 = 787 pif 3 rows of 0.131"x3" nails at 7"o.C. = 6. 131 Ib x 12 in/ft/ 7 in o.c x 3 = 674 =plf 3 rows of 0.131"x3" nails at 8"o.c. = '' 131 Ib x 12 in/ft/ 8 in o.c x 3 = i 590,t. plf JOB PRE-33277 SHEET NO. 13 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Shear Connections -MWFRS Roof Pitch= 7:12 Roof Height= [ 8.4 ;ft Roof Span= 13.75-1ft. __._._...__.._ -_..__._. 3 Sec Gust Wind Speed,V= 135 mph Wind Exposure= C Max Wall Height= IF 9 !ft Wind Importance Factor= '71".0067, End Zone Length= 6.00 'ft Building Length = i .46 �ft Floor/Ceiling Depth= 1,8 =ft m M µMM Horizontal Design Wind Pressures Enter 10psf as minimum value or if value is less than zero Wall Pressure Perp to Ridge= 1 24:84 -','psf Roof Pressure Perp to Ridge= 15.54 psf Wall Pressure Parallel to Ridge= 22.26 ;psf Roof Pressure Parallel to Ridge= r 21:66 psf Perpendicular to Ridge 10/06/2021 Roof Diaphragm Load _ (Roof Hor. Press. Perp. x Roof Height) + (Wall Hor. Press. Perp.x Wall Height/2) Roof Diaphragm Load = 230 ','. plf Floor Diaphragm Load [Wall Hor. Press. Perp. x(Wall Height+Floor/Ceiling Depth)] Floor Diaphragm Load = m 256 , plf Parallel to Ridge Roof Diaphragm Load (Roof Hor. Press. Par.x Roof Height/2) + (Wall Hor. Press. Par. x Wall Height/2) _ Roof Diaphragm Load = 180",.' plf Floor Diaphragm Load _ [Wall Hor. Press. Par.x(Wall Height+Floor/Ceiling Depth)] Floor Diaphragm Load 229 plf JOB PRE-33277 SHEET NO. 14 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Shear Connections -Wind (cont'd) Reference Sheet 13 for wroof&wf/oor calculations Total Shear Capacity Requirements Wind Perpendicular to Ridge Wind Parallel to Ridge Wroof = 230 , plf Woof = ; 180. i plf Wfloor' E 256. ;Of Wfloor= 229 'Of L= 46 ft. B=:':27:5 ..ft. Vroof=Wroof x L= 10575 Ib Vroof=Wroof x B = 4950 Ib Vfloor=Wfloor x L I 1769,1 Ib Vfloor=Wfloor x B 6305. lb Shear Tranfer Connection Capacity Requirements vroof=Vroof/2/B = 192 "°plf vroof=Vroof/2/L Of vfloorl =Vroof+Vfloorl /2/B= 406'' plf vfloorl =Vroof+Vfloor/2/L= ;122''; 'Of vfloor2=Vroof+[2 x(Vfloor/2/B)] _` 620 ;plf vfloor2=Vroof+[2 x(Vfloor/2/L)] = 191., 'plf ' f 10 : S s p d 10/06/2021 JOB PRE-33277 SHEET NO. 15 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Shear Connections-Seismic(cont'd) Total Shear Capacity Requirements-Seismic Seismic Design Category= B Weights: Factors: Wroof= 20240:lb R= 6.5' Table 12.2-1 Wswall= 1'10,40!Ib F= 1.1- Section 12.14.8.1 Wewall= 6600 ;lb SDS= rc A 0.32 Wgable= 1650,11b I = ,1c0,0, Seismic Importance Factor Wfloor= 31625 i lb Wtotal= 71155 Ib _I;tem Seismic Base Shear,V: Section 12.14.8.1 n R% V= F x SDS X Wtotal X I x$853 Ib c, Vertical Distribution, Fx: Section 12.14.8.2 F, = wX x V Wtota 10/06/2021 Fx.roof= 1096 `Ib Floor Diaphragm Load= 3853 Ib Fx.floor1 = 2348 Ib Fx.floor2= 3853 Jb Diaphragm Unit Shear Capacity Requirements B= 27.5 ft. L= 46 -ft. Perpendicular to Ridge Wind Parallel to Ridge vroof=Fx.roof/2/B= 20 Of vroof=Fx.roof/2/L 12, Of •. 1 st floor down from roof vfloor1 =Fx.floor1 /2/B= 43 plf vfloor1 =Fx.floor1 /2/L=: 26,,-'plf vfloor2=Fx.floor2/2/B 70 Of vfloor2=Fx.floor2/2/L=' 42 plf JOB PRE-33277 SHEET NO. 16 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Shear Connections(cont'd) Reference Sheet 14 & 15 for Vroof calculations Shearwall Unit Shear Capacity Requirements Shear Perpendicular to Ridge 2nd Story Shear Walls Wall Length Available for Full Height Sheathing Bline-1 26.75 4ft. %line_1= 97 Bline Z 27.50 ft. %line 2 = '100 �....— . .......__..3 — .................... Shearwall Unit Shear Capacity Vwall line—I=Vroof/2 Bline_1 07 ` F 0 10575'Ib 26.75 ft. Vwall line-1= /(2 x ) Vwall line 1= 198 pif ;Wind Controls Vwall line—2=Vroof/2 Bline 2 Vwall line_2= ` 0 0 -"' i 10575;Ib /(2x 1 27.50 Ift.) _.., _...:..: w ..:_ _3 Vwall line-2= 192 f plf Wirid Controls" Shear Parallel to Ridge 2nd Story Shear Walls Wall Length Available for Full Height Sheathing Lline A: 33.83 ift. %line A= 74 Lline—D 27.33 Ift. %line—B= 59 ................................3 .:............................ : Shearwall Unit Shear Capacity Vwall line (A=Vroof/2 Bline A Vwall line A= 0. 0. " . 495f1.;Elb / 2 x 33.$3 Ift.) . , _.....__ _....__ i Vwall line—A= 73:; plf 'Wind Controls __..._:..0 _W.___...._ ____._...__..__......, Vwall line B=Vroof/2 Bline B Vwall line-13 4950 :;Ib /(2 x 2733�ft.) Vwall line B Of Wind Confrols V1. Lu 10/06/2021 JOB PRE-33277 SHEET NO. 16A OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Shear Connections (cont'd) Reference Sheet 14& 15 for Vroof calculations Shearwall Unit Shear Capacity Requirements Shear Perpendicular to Ridge 1 st Story Shear Wall Wall Length Available for Full Height Sheathing Bline_1!:26.75 A %line_1= 97 Bline 2`.10:25 'ft. °/aline 2= 37 Shearwall Unit Shear Capacity Vwall line_1= (Vroof+Vfloor)/2 Bline 1 Vwall line 1= 0 W 0 ""_ 10575.Ib + 11769,1 Ib /(2 x a 26.75 ft.) Vwall line-1= "4:14", plf Wind Controls; Vwall line-2= (Vroof+Vfloor)/2 Bline_2 .-.._ .. Vwall line_2= L.. O.......i 0 " ; ;...."....... 10575`Ib + i" 11769;Ib /(2x 10;25eft.) Vwall line 2= i 1090 <plf ;Wind Controls:,:•, Shear Parallel to Ridge 1 st Story Shear Wall Wall Length Available for Full Height Sheathing Lline_A "21.00 `ft. %line F;;; 46 Lline 131"22.25 A %line E." 48 Shearwall Unit Shear Capacity Vwall line—A= (Vroof+Vfloor)/2 Bline A 11-11 0 �" 4950 Ib + 6305 Ib /(2 X21AC1 !ft.) Vwall line—A = 0 Vwall line A= 268 jplf ;Wind Controls Vwall line_B= (Vroof+Vfloor)/2 Bline B Vwall line_B0 ,"4950 ;Ib +< ^63Q5 Ib /(2 X 22:25 jft.) Vwall line B= 253plf Wind Controls. 10/06/2021 JOB PRE-33277 SHEET NO. 17 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Shear Connections (cont d) t /da Shear Capacity of 2nd Story Perforated Shearwall Assembly Percent Full Height Sheathing Wind Perpendicular to Ridge %line 1= 9T' %line_2 = 1'00y1'.' ` e Wind Parallel to Ridge /°line A= 10/06/2021 %line B- 59 . E. Maximum Unrestrained Opening Height 2nd Story Wall Height- ::8 ft. Wind Perpendicular to Ridge Wind Parallel to Ridge Hline_1 Q": ;in. Hline A 56 €in. Hline-2:,,,:O !in. Hline-13 66 in. Perforated Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge Wind Parallel to Ridge Fline 1: 1.00 = Fline AF.0.78W; Fline_2. 1µ00 Fline ,: 0.70 _13 ,_ .. Shear Capacity of 1 st Story Perforated Shearwall Assembly Percent Full Height Sheathing Wind Perpendicular to Ridge %line 2 37 Wind Parallel to Ridge %line -. �46. .. . . %line E.:, ..48 " Maximum Unrestrained Opening Height 1st StoryWall Height- '-Ift. Wind Perpendicular to Ridge Wind Parallel to Ridge :'.... Hline 1 ',-- 0 'in. Hline A -.84- in. Hline_2 0 in. Hline B, 84'." in. Perforated Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge Wind Parallel to Ridge Fline_1 ' t:00 Fline A€ Fline 2. "t.0(3. ; Fline 13;"', 0,60' JOB PRE-33277 SHEET NO. 18 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Shearwall Design Note: Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. Shear Capacity of Segmented Shearwall Assembly 2nd Story Wall-line-1 PERFORATED ..................... _....._...... :7/16"OSB w/0.113"x2"nails;@ 6'.',o.c. panel edge&12"o.c.field nailing(exterior) Tabulated Value= 267 plf Shear Distribution Factor= : 1:00 Vs- 0 plf Shear Capacity of Shearwall Assembly vs = 257 ;plf + 0 plf = 257plf > 198 plf ©K .. _... !......._.......... :.........................._... ....................... .( f........... 2nd Story Wall-line 2 PERFORATED 71.'16"OSB w/0,113"x2"nails @ 6";o.C, panel edge& 12"o.c.field nailing(exterior) Tabulated Value= 257 .plf Shear Distribution Factor vs= 0' plf Shear Capacity of Shearwall Assembly vs = 257` Iplf + 0plf = ;,257 plf > , 19,2 :;plf COKE 2nd Story Wall-line-A PERFORATED 7/16"OSB w/0.113"x2"nails;@ 6"o.c. panel edge& 12"o.c.field nailing(exterior) Tabulated Value= 257 `,Of Shear Distribution Factor= : 1.00 vs= 0 plf Shear Capacity of Shearwall Assembly vs - 257 plf + 0, plf = 257 ,plf > 73 ;plf =OKs 2nd Story Wall-line-B PERFORATED -- 7/16" 0.313w/0.113"x2"nails @ 6"o.c.panel edge&12"o.c,field nailing(exterior) , Tabulated Value= 257plf Shear Distribution Factor= 1.00 a v - . 4 ' "i ,6 1 vs= 0 Of I :xszl iI ° ear Capacity of Shearwall Assembly vs = 257 `plf + 0 plf = 27plf > .. 91 plf 0K :i 10/06/2021 ..,,.. •._._-�'_'.__ JOB PRE-33277 SHEET NO. 18A OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Shearwall Design Note: Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below. Shear Capacity of Segmented Shearwall Assembly 1st Story Wall-line_1 SEGMENTED ................. ._ „ 7/16"OSB w/0.113"x2"nails' -3,o:c."pane!edge&12"o.c.field-nailing(exterior) N... Tabulated Value= 501 ';plf Shear Distribution Factor= . 1.00 . i " Vs= 0 " !plf .,....,... ,.......:. ....F Shear Capacity of Shearwall Assembly vs = 501 I plf + 0 plf = -541 plf > !. 418.: ':pIf OKl --- plf _..... -.< _._..--_....-..._ :...' 1 st Story Wall-line_2 SEGMENTED : : : 7/16"OSB,wv/0.131"x2:5"nails;@ 3"'o.c; panel edge&12"o.c.;field nailing(exterior) Tabulated Value= 630 <plf Shear Distribution Factor= 1.00 7/16":OSB w/0:113"x2"nails @ 3".'o.c, panel:edge,&12"o.c,field riailing,(interior) vs= 501 Shear Capacity of Shearwall Assembly vs =630 T plf + 50[^ Of = 1131",;plf > 1090 plf IOKI :• ..........................,..., 1st Story Wall-line A PERFORATED .. . . 7/16".OSB.w/0.113"x2"nails"@ 3"o.c.;panel edge&.12"o,c.field nailing(exterior) Tabulated Value= 50,,1 plf Shear Distribution Factor= "-:1.00 V s= 0.:;: I plf M Shear Capacity of Shearwall Assembly vs = 501 .;plf + 0 plf = `"501 plf > 268 Of ?©K! 1st StoryWall-line_B . PERFORATED 1/16!OSB 0.113"x2"nails 0;3"o.c, panel edge& 12"o.c.fold.nailing(exterior}"`.:... :..:... " e 1 If Tabulated Value- 501 p Shear Distribution Factor 1..00 .' Clrs� _. _,..,., .... _ T - i a Y Y 4. xn!­ cc Vs jpIf ar Capacity of Shearwall Assembly X625 vs = ,541 plf + _ b :plf = , 501 plf > `.. 253.: a plf NOIE 10/06/2021 JOB PRE-33277 SHEET NO. 19 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Diaphragm Chords Check Tensile Strength of Top Plate to Transfer Chord Force- Tensile strength controls vs. compressive ,.2x6 . ,SPF#3 Sample Calculation Nominal Tensile Stress Ft= 250 psi Load Duration Factor CD= 1.6 Size Factor CF= 1.5 Allowable Tensile Stress F; = Ft CD CF= 600, ':.,psi Net Area of Stud A= 8.25 'inz Allowable Tensile Load, Double 2x4-With Splices P;= F;A= ;.3"150 =lb Double 2x4- No Splices 6300 Ib r Double 2x6-With Splices Pi= Ft A= -4290 11b Double 2x6- No Splices 8580- !Ib Double 2x10-With Splices Pt'= Ft A= 5550 Ib Double 2x10- No Splices '11100 ilb Z= 131.2 ,Ib 0.131":x3.0"Nails Minimum splice lap where splices are allowed 2nd Floor Endwalls T= :` Z2881b Ib Double 2x6 Top Plate-No Splices' Sidewalls T= [ 1542 i Ib Double 2x6 Top Plate-With Splices & µf Stagger 2 rows of 0.131"x 3.0" Nails @ ` 8 =in D.C. 1 st Floor Endwalls T= 11172 Ib Double 2x6 Top Plate=..No Splices Double 2x10 Perimeter Rail-,No Splices Sidewalls T= L-30161;Ib Double 2x6 Top Plate-With Splices& Stagger rows of 0.131"x 3.0" Nails @ E :8 "..[in o.c. Double 2x10 Perimeter Rail With Splices& : Stagger 2 rows of 0.131"x 3.0" Nails @ 8`-=`' in o.c. m .e- 10/06/2021 JOB PRE-33277 SHEET NO. 20 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Shearwall Design (cont'd) Shear Capacity of Perforated Shearwall Assembly v=vs x Perforated Shearwall Capacity Adjustment Factor 2nd Story Walls 2nd StoryWall Height- 8ft. Shear Perpendicular to Ridge , W-_. _..___--- ......__......_..... I vline 1! .257; plf" x 1.00 = 257;, ; "pIf . >, ;.19.8 .plf OK 1vline 2 257 '. plf x 1.00 -...._..._257._...M :plf ' :. ._[92..:...:.::_p(f_...:._:..OK _..,......_:..__...__ . ___._......_..... _ ._...... ....__..__..._._.:.................... .. Shear Parallel - ; "to_Ridge 257 201 '"plf > 73vine AIf ,z (:7$ plf OK jvline_B ., 257 Of x " Q.70 = 179 . plf. > 91 1 st Story Wall 1 st Story Wall Height- Shear Perpendicular to Ridge " ?vline 1 501 Of x 1.OQ - 501 plf > 418plf' `:OK1 : Most Use Segmented Shearwa(I Design;vline_2 """1131 plf x 1.00 = 1131 ';:;plf > '1090 .plf NG Shear Parallel to Ridge = 294. . If > 268 : if OK Yline A,..,15Q1 Plf x" Q.59 If x _._. ..._......._`.. vine_131`5011.. .p-- ._......0.60 " = 299,: plf > 253 plf OK'{ Note: Perforated Capacity limited to 490plf for Seismic and 686plf for wind t�A `3 10/06/2021 JOB PRE-33277 SHEET NO. 21 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE .a Overturning Connections ° Check Capacity of Dead Loads to Resist Overturning Loads .$ =;;y Length of side (Lj)(house width) Length of side (Lz)(house length) = 46 ,ft. °„z,°°;- �' ms x �r Dead Load Resistance to Overturning-line-1&line-2 10/06/2021 Dead Load= 65 ;plf Dead Load* Length to Overturning @ Pivot Point= 893.8 lbs*0.60= ? 536 ; Return Wall Dead Load= 2 15Ci . 0.60= 180 Dead Load Resistance to Overturning-line_A&line—B Dead Load= 150-�plf Dead Load*Length to Overturning @Pivot Point= 345© 'lbs*0.60 Return Wall Dead Load = 6a *0.60 € 0 i Required Holddown Capacity T=v x h Segemented T=v x h/Co Perforated 2nd Story Module to 1 st Story Module-line_1 PERFORATED Wind Controls T 19$ Of x 8 0 ;ft. / 1.00,. _ '` 15;8'1 Ab + Ib _ 716 Ikis C71 _ 865 Ib _._..... Connector: (1)'Simpson`Strong-Tie CS16 strap Fasten r:,w/ 122) 10d hails ea"strap Allowable Load=1705 Ib 2nd Story Module to 1 st Story Module-line 2 PERFORATED Wind Controls T=' 192 ` plf x $:0 -ft. / 1,00 .i = . 1538 , Ib + Ib °:%` 716" lbs D1 822""„ Ib Connector: (1)Simpson Strong-Tie CS16 strap , Fastener:,w/ (22)':'104 nails'ea strap Allowable Load 1705 Ib 2nd Story Module to 1 st Story -line A PERFORATED Wind Controls ` T 73.,. plf x `:;$.0 ft. / 0.78 Ib + Ib... "'=f2070 lbs- _QK.. Dead Load of Structure is Sufficient to Resist Overturning Load 2nd Story Module to 1 st Story Module-line B PERFORATED Wind Controls, _,_,_.. ..: T= 91 plf..x._€ 8.0"^;.r ft....../ 0.70._,; = 1Q39- Ib + Ib <.:,207,0 lbs O.K.'" _.. .. _. Dead.Load of Structure is Sufficient to Resist Overturning Load .- JOB PRE-33277 SHEET NO. 21A OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Reference Page 22 for Stud Capap Overturning Connections m`'� �Vx� ) � Check Capacity of Dead Loads to Resist Overturning Loads Length of side (1-1)(house width)= 27.5 4 ft. Length of side (L2)(house length) _ 46, ft. ........... . 3" Dead Load Resistance to Overturning-line-1&line-2 10/06/2021 Dead Load= 65 plf Dead Load* (Length to Overturning @ Pivot Point/2) = 8934' lbs*0.60= 536 Return Wall Dead Load= * 1$0: *0.60= 0 Dead Load Resistance to Overturning-line_A&line_B Dead Load= 150 `plf Dead Load*(Length to Overturning @ Pivot Point/2)= 3450 ;Ibs*0.60 Return Wall Dead Load= _;65 *0.60= 0~ ° Required Holddown Capacity T=v x h Segemented T=v x h/Co Perforated 1st Story Module to Foundation-line_1 SEGMENTED Wind Controls E . T=. 418 plf x ,;' 9,0 7;-,,!ft. / 1 " _ - 3759 ;lb + 865 Ib ` -; '.,=e(} lbs DL=, :4624 =1b Connecter: Simpson`Strong-Tie STHD14RJ z. 4"; Fastener; w/ 1/2 in min concrete cover and(30) 16d sinkers, locate 1.5in-from comer Allowable Load 5285 Ib 1 st Story Module to Foundation-line_2 SEGMENTED I Wind Controls T=,, 1090 plf x ; 9.0 ,ft '`,9810'nIb + 822 Ib 0 lbs DL= "106321b „ _.... Connector: (1)Simpson,HDU14-SDS2.5 installed on(4)2x6 SP.F.#2:Studs-Use He'avy'Mex Head Nut . Fastener: w/ (36)SDS 1,45(2.5"screws into stud 6olumn'&.1"threaded rod"w!8"mint embed in 24"min wide footing.,, Allowable'Load=12425 lbs 1 st Story Module to Foundation-line A PERFORATED Wind Controls ......................... _. ...... T= 268 plf x f '9.0 !ft. Ib + Ib 2t?70: lbs DL=. 2046 :Ib ,,.. ,. Connector: Simpson.Strong-Tie'STHDI4RJ Fastener,w/: 1/2 in min concrete cover and(30) 16d"sinkers;locate 1.5in'fr6m corner Allowable Load 5285 Ib 1 st Story Module to Foundation-line_B PERFORATED Wind Controls - T= 253, plf x 9.0;' ft. / 0.597 : = 3814 Ib + Ib 2070 lbs DL 1744 ;Ib Connector: Simpson Strong-Tie STHD14RJ Fastener:,w/ 1/2 in min concrete cover and,(30)16d sinkers,locate 1.5in from'd6frier Allowable Load 5285 lb JOB PRE-33277 SHEET NO. 22 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Overturning Connections(cont'd) Check Tensile Strength of Studs to Transfer Overturning Loads-Sample Calculation .......... w..... .... ............................. (1) .....2x6 . . . . SPF#3 Nominal Tensile Stress Ft= 250 ;psi Load Duration Factor CD= 1.6..._ a Size Factor .; CF= 1.0 ��e Allowable Tensile Stress '; Ft= F,CD CF=" 400 psi Net Area of Studs ==alk ` $ A= 8.25..... Allowable Tensile Load Pt= Ft A= 33,00 Ib 10/06/2021 Built up Column Fastening Requirement Assume Typical Connection made with 0.131'x 3,0"Nails Specific Gravity of Member Stud Height= i U;-..9 ft G= 0.42 3 Thickness of Member is= 1.50'.,in. Lateral Capacity Z= '82 ;Ibs Load Duration Factor CD= 1.6 Allowable Lateral Capacity Z' = Z CD Ib Required Spacing for two rows staggered= (Capacity x #of rows) / (Stud Cap. / Stud Height) x (ft to in conversion) 131. Ib x2 ) / (...3300....lb x ( ...12in _ .8 in o.c. JOB PRE-33277 SHEET NO. 23 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Sliding Connections Roof Pitch= 7.12 Wall Height= 9 ft. Roof memberspacing— ,16,' .=in o.c. ................ 3 Sec Gust Wind Speed = - '1;,35 ;mph Wind Exposure Load from wind on Wall Wall Horizontal Pressure= 24,84. psf See page 13 Wind Load = Wall Press x(Wall Height/2) Wind Load = 111.8 plf Load required to be transferred to sidewall diaphragm chord Load to in sidewall diaphragm chord= 2475 Ib See pages 14& 15 Length of Unit= 46 ft. Load along sidewall in diaphragm chord =sidewall diaphragm chord load/length of unit Load along sidewall in diaphragm chord= '.63,81- plf Req. Roof to Wall Load= Max(wind load,diaphragm chord load)x roof mem.spacing= Req. Roof to Wall Load= 11491.` Ib Roof to Wall Plate Connection Assume Typical Connection made with 0.131"x3"toenails. Specific Gravity of Member G = 0.42 Thickness of Member is= 1.50 in. r r ' Grp Lateral Capacity of Nails Z= 82 lbs 3 Load Duration Factora,g CD= 1.6 �A n :r ..... ... • ��1�rye�x, {I�Tf 1•�} er'°fg0.`�' fp Toe Nail Factor Cts= 0.83 . =� ; Allowable Lateral Capacity of Nails Z' = Z CD Ct„ = 109 Ib 10/06/2021 Required Roof to Wall Plate Connection Req'd Nail Nails Load Capacity Req'd 149 'lb 109 €lb cap 2 , per framing member JOB PRE-33277 SHEET NO. 23A OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Sliding Connections Assume Typical Connection made with 0.1.31"x 3.0"Nails in End-Grain. Specific Gravity of Member G = 0.42 Thickness of Member is= 1.50 :in. Lateral Capacity Z= 82.0 'ibs Load Duration Factor CD= 1.6 End-Grain Nail Factor ........ ............... Ctn= 0.67 Allowable Lateral Capacity Z' = Z CD Ceg = ; ,87.9 Ib Top Plate to Studs& Bottom Plate to Studs Req'd Nail Nails Load Capacity Req'd 149 :Ib 88 'Ib cap ': 2 per framing member Bottom Plate to Floor Assume Typical Connection made with 0.131"x 3:0"Nails Allowable Lateral Capacity of Nails Z' = Z CD = 82 'Ib x 1.6 - 131 Ib Req'd Stud Req'd Load Spacing = Load P T 14"9 :lb / 16W in oc 112 plf Nail Req'd Req'd Capacity / Load = Spacing Y --w 1. 10/06/2021 1;31 Ib cap 112 ;plf 14 in o.c. JOB PRE-33277 SHEET NO. 24 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Sliding Connections Truss Bottom Chord or Ceiling Joist to Endwall Top Plate Assume Typical Connection made with 0.131'x 3,0 Nails toed " Allowable Lateral Capacity of Nails Z' = Z CD Ctn 82 Ib x 1.6 x 0.83 '_ m 109 Ib Req'd Building Width Req'd Load Spacing = Load "'5288 Ib / 27.5 ft 192 plf Nail Req'd Req'd Capacity / Load = Spacing 1.09" Ib cap 192 plf 6 in D.C. 10/06/2021 JOB PRE-33277 SHEET NO. 25 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Sliding Connections (cont'd) Design 2nd Story to 1 st Story Connection Assume Typical Connection made with 0.131"x 3"toenails. Specific Gravity of Member G= 0.42 "� rp Thickness of Member is= 1.50 'in. Nominal Lateral Capacity of Nails in Single Shear Load Duration Factor CD= 1.6 10/06/2021 Toe-Nail Factor :............. Ctn= 0.83 Allowable Lateral Capacity of Nails in Single Shear Z' = Z CD Cm = D,Q9 I Ib 2nd Story to 1 st Story Connection-line-1 &line-2 v=Vfloor1 =f 4WV�(plf Ref. Sheet `. " 14&,15 " w. .._. .._._.__...____.,._ _.._.._.._..w._.. w.._._ , . Connection: "0.131"x 3"toenails. ;@ 3"" "o.c. 2nd Story to 1 st Story Connection-line—A&line_B v=Vfloor1 122 ,f plf Ref. Sheet 14:& 15, Connection: 0.131"x 3"toenails. _ ._._..__.. _..,..........................._. ,. .. _ ;w.. _.._.. ..._... .. _ ....... ... JOB PRE-33277 SHEET NO. 255A OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Sliding Connections(cont'd) Design 1 st Story Module to Sill Plate Connection Assume Typical Connection made with 0:131"x 3"toenails. ............. ........:... ... ........ . Specific Gravity of Member , , G = 0.42 ' Thickness of Member tg— 1.5111 in. .w :; t`t Nominal Lateral Capacity of Nails in Single Shear .;°':' Z= 82Ib ,Op�R _. Load Duration Factor CD= 1.6 � Toe-Nail Factor 10/06/2021 Ctn= 0.83 Allowable Lateral Capacity of Nails in Single Shear Z Z C - ""'i69 lb — D C to — ::.:.......:...:.......: 1 st Story to Sill Plate Connection-line-1 &line-2 v=Vfloor2 = 620 Of Ref. Sheet 14&1 5 Connection: 0A 31"x 3"toenails. @ - .NG o.c. 1 st Story to Sill Plate Connection-line_A&line-13 v=Vfloor2=f: µ19.1.-. plf Ref. Sheet m14&15, Connection: 0.131`."-X 3 toenails. :@ 6 "o.c. :- USE ALTERNATE CONNECTION ON PAGE 26 FOR LINEA &LINE 2 JOB PRE-33277 SHEET NO. 26 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Sliding Connections Cont'd (y✓>x;� .✓^,,,-Cys?I � �M`�At?°•� °b<. .e ` s s: 10/06/2021 E Design Alternate 2nd Story to 1 st Story Connection 2nd Story to 1 st Story Connection-line_1&line_2 v=Vfloor1 =E' 406 plf Connector: "Simpson Strong-Tie LTP4 Fastener: (12)0.131in x 1 1/2in nails Allowable Load= 540, i Ib Req d Sliding Req'd Load Spacing ..406 ;plf 15 in, 2nd Story to 1 st Story Connection-line A&line_B v=Vfloor1 = 122 ;Of Connector: Simpson Strong-Tie LTP4 ; Fastener: (12)0.131 in x 1 1/2in nails Allowable Load= 540 .'Ib Req'd Sliding Req'd Load Spacing 122 plf 48 in. Design Alternate 1 st Story to Sill Plate Connection .. ... . ....... 1 st Story to Sill Plate Connection-line-1&line-2 v=Vfloor2 =; 620 plf Connector: Simpson Strong-Tie LTP4 Fastener: (12)0,131 in x 1 112in'nails Allowable Load= 540 :lb Req'd Sliding Req'd Load Spacing plf 12 in. 1st Story to Sill Plate Connection-line A&line B v=Vfloor2=i .,A91 plf ........... ...._.._..................—.. ..............—..._.........._................. .... ............. Connector: .Simpson Strong-Tie LTP4 Fastener: (12)0.131in x 1 1/2in nails ............... .....: Allowable Load= 540 ,i Ib Req'd Sliding Req'd Load Spacing 191 "plf 33, 'in. JOB PRE-33277 SHEET NO. 27 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE .........._............................................ ................_....., Anchor Bolt Spacing OK" Sliding Connections (cont'd) -- _.... Sill Plate to Foundation Connection-line-1 Connection: 1/2 "dia.Anchor Bolts @ 18 "o.c. l. ...._..._......._...h_....... Design Sill Plate to Foundation Connection Assume 1/2 dia.Anchor Bolts. Anchor Bolts shall be provided within 12"of the ends of each sill plate section, but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G = 0.55 Thickness of Sill Plate is= 1.50 in. .............................. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 11 E Z11= 680 Ib Duration Factor �: ; � ANSI/AF&PA NDS Table 2.3.2 CD= 1.6 ..... a, rss> le Lateral Capacity for Bolt in Single Shear Parallel to the Grain NSI/AF&PA NDS Table 10.3.1 Z' = Z/1 CD= "1088. Ib Vfloor2 ; 620 ;plf Ref. Sheet 14'&15 Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing 10/06/2021 J Load at anchor bolt= 620 plf x 18 D.C. = 930 Ib CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 930 ,lb ,..._�.8, / 088,-,' Ib = Q.86 ..........._..... _. Check Compression Perpendicular to the Grain j118in;fihick min,washer required Uniform Uplift Load=Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable. Uniform Uplift Load= Max of See page 4 and 0 plf See page 18A Uniform Uplift Load= 0 11 <plf Concentrated Uplift Load= Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load= 0 I plf x 3 18 "O.C. Concentrated Uplift Load= ! ,u0 ; I Ib Allowable Compression Stress Perpendicular to the Grain Fel = 565 psi ANSI/AF&PA NDS Table 4B Try; square washer w/ y 112 _"Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Awasher= 2 2 -((Tr/4) (0.5+ 1/16)-2) = 173 314^ in Allowable Compression Load Perpendicular to the Grain Pei = Fel Awasher= 565 psi x t 3,751 .4 in 2 = .2120" 'lb CSI Uplift=> CSI = Load at anchor bolt/Pepe _ 0 ,Ilb / "2120 Ib = 0.00 Total CSI = CSI shear+CSI uplift= 0.86 4 0.00 E= 0.86 SOK, JOB PRE-33277 SHEET NO. 27A OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Anchor Bolt Spacing OK Sliding Connections(cont'd) Sill Plate to Foundation Connection-line-2 Connection: 1/2 '"dia.Anchor Bolts @ 18 "O.C. 1..... Design Sill Plate to Foundation Connection Assume : '"1/2. "'dia.Anchor Bolts. Anchor Bolts shall be provided within 12"of the ends of each sill plate section, but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G= 0.55 Thickness of Sill Plate is= 1.50 in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 11 E ZI/= 680 Ib Lo � Duration Factor I..dr>(( SI/AF&PA NDS Table 2.3.2 CD- 1.6µ 1" t Aiw ble Lateral Capacity for Bolt in Single Shear Parallel to the Grain �. NSI/AF&PA NDS Table 10.3.1 Z' = ZI/ CD } �. ...._._... .. ...E Vfloor2= 620 'plf Ref. Sheet -°,14&15 Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing _ 10/06/2021 Load at anchor bolt= X620.. plf x " 18 o.c. = 930 Ib CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 930 Ib / "1088 Ib = 0.86 Check Compression Perpendicular to the Grain 118in thick mir'.washer required t Uniform Uplift Load=Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable. Uniform Uplift Load= Max of ,.$ 0, pif See page 4 and - 0 µ ;plf See page 18A Uniform Uplift Load= 0._: plf Concentrated Uplift Load= Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load= 0 m"Of x 18 O.C. Concentrated Uplift Load= Allowable Compression Stress Perpendicular to the Grain Fel = 565 ,psi ANSI/AF&PA NDS Table 4B Try,_2 "square washer w/ 112 Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Awasher= 2 2 -((Tr/4) (0.5+ 1/16)^2) = 3 314 :in 2 Allowable Compression Load Perpendicular to the Grain Pel = Fel Awasher= 565 psi x 3.751 int = 2120 'Ib CSI Uplift=> CSI = Load at anchor bolt/Pcperp = 0 Ib / 2 t20 ,Ib = 0.00 Total CSI = CSI shear+CSI uplift= 0.86 + , 0.00 = 0.86 I:OK: JOB PRE-33277 SHEET NO. 27B OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Anchor Bolt Spacing OK Sliding Connections (cont'd) Sill Plate to Foundation Connection- line_A Connection: 1/2 ;"dia.Anchor Bolts @ 36 "D.C. Design Sill Plate to Foundation Connection Assume 1/2 . "dia.Anchor Bolts. Anchor Bolts shall be provided within 12"of the ends of each sill plate section, but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G = 0.55 Thickness of Sill Plate is= 1.50 -'in. ................. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 11 E Zrr= 680 Ib £ i -iZ,,Load Duration Factor M,--sA 1Si/AF&PA NDS Table 2.3.2 CD= 1.6 <.� CD r'a::°" =�AIRxml f l-a Lateral Capacity for Bolt in Single Shear Parallel to the Grain a a At Si/AF&PA NDS Table 10.3.1 Z' = Zrr CD= „1088 'Ib Vfloor2=, '191 Of Ref. Sheet >X114&^15 mg Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing Load at anchor bolt= : 191 plf x 36 °';"D.C. = 573 .lb 10/06/2021 CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 573 ,'Ib / 1088 ,Ib = 0.53- .,.. .. _.. r...: ..:..,,.,,.�..m Check Compression Perpendicular to the Grain 1l8in thick min.washer required',.,.',: Uniform Uniform Uplift Load=Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable. Uniform Uplift Load= Max of Y;rvgIMrplf See page 4 and 268plf See page 18A Uniform Uplift Load= 268.-M plf Concentrated Uplift Load= Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load= 268 €plf x 36 o.c. Concentrated Uplift Load= .,-804 jb Allowable Compression Stress Perpendicular to the Grain FcL = .565 :psi ANSI/AF&PA NDS Table 4B Try; 2 "square washer w/ 1/2 "Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Awasher= 2 2 -((Tr/4) (0.5+ 1/16)A2) _ _ 3,314 ;in2 Allowable Compression Load Perpendicular to the Grain Pc-L = Fel Awasher= 565 ?psi x 3.751 "in : 2120 Ib ..................... CSI Uplift=> CSI = Load at anchor bolt/PcPerp = : 804 Ib / '"-:2120 Ib = 0.38 Total CSI = CSI shear+CSI uplift= 0.53 + 0.381 `_ 0.91 1'0K, JOB PRE-33277 SHEET NO. 27C OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Anchor Bolt Spacing OK Sliding Connections(cont'd) Sill Plate to Foundation Connection-line_B Connection: I 1/2 "dia.Anchor Bolts @ 36 o.c. Design Sill Plate to Foundation Connection Assume F1/2-1"dia.Anchor Bolts. Anchor Bolts shall be provided within 12"of the ends of each sill plate section, but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G = 0.55 Thickness of Sill Plate is= 1.50 in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 11 E Z11_ 680 Ib Load Duration Factor Q' ANSI/AF&PA NDS Table 2.3.2 CD- 1.6 viable Lateral Capacity for Bolt in Single Shear Parallel to the Grain 4„ )ANSI/AF&PA NDS Table 10.3.1 Z' = Z„ CD= 1088*Ib gJ Y✓ Vfloor2=���;191 ;plf Ref. Sheet 14&15 r g, Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing Load at anchor bolt Ofx 36. '"o.c. _ 573 Ib 10/06/2021 CSI = Load at anchor bolt/Z' CSI Shear=> CSI = '573 Ib / 1088 €Ib = 0.53 Check Compression Perpendicular to the Grain 1/bin thick min.washer required ' Uniform Uplift Load=Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable. Uniform Uplift Load= Max of (_ 89 _j plf See page 4 and 253.E plf See page 18A Uniform Uplift Load= 253: !plf Concentrated Uplift Load= Uniform Uplift Load x Anchor Bolt Spacing 253 Concentrated Uplift Load= '.` (pif x 36 "o.c. w.................. Concentrated Uplift Load= j.w 759. 1Ib Allowable Compression Stress Perpendicular to the Grain Fel = 565 ;psi ANSI/AF&PA NDS Table 4B Try 2j"square washer w/ Y 1/2 "'Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Awasher= 2 2 -((Tr/4) (0.5+ 1/16)A2) = 3 3/4 :in 2 Allowable Compression Load Perpendicular to the Grain Pel = FGL Awasher= 565 psi x 3:751 ;jn2 = '=;2120 ;Ib j CSI Uplift=> CSI = Load at anchor bolt/Pcperp _ 759 ]b / `'2120 31b = 0.36 Total CSI = CSI shear+CSI uplift= 3 0.53 + 0.36 ;_ 0.88 0K JOB PRE-33277 SHEET NO. 28 OF 44 CALCULATED BY DB- DATE 10/6/2021 CHECKED BY DATE Sheathing Connections Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads 3 Sec Gust Wind Speed= 135 mph > y . a Wind Importance Factor= 1 0 10/06/2021 Wind Exposure= C C&C Pressures Adjusted Interior Suction Pressure= i_`.49:0 psf Zone 1 Adjusted Perimeter Suction Pressure= 60"'T,:psf Zone 2 Adjusted Overhang Suction Pressure= 63.0 psf Zone 2 OH Adjusted Overhang Suction Pressure= ? 744.1 ,,:.psf Zone 3 OH Perimeter Edge Zone Width Minimum Building Dimension = 27.5 :ft. # Z= 10% Minimum Building Dimension= 2:75 1ft. But not less than 3 ft. ............ .. . Roof Framing Spacing = 16 in. o.c. Roof Unit Suction Load from Wind Framing Spacing in ft. o.c. Interior Zone= 49, psf x 1.33 .ft. = 65 plf # Perimeter Edge Zone= 60 ;psf x 1:33 °ft. = 80 plf Overhang Zone= 74 °psf x 133,: ft. = 99 plf f JOB PRE-33277 SHEET NO. 29 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Sheathing Connections (cont'd) Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads Roof Sheathing: 7/16"OSB(Unblocked); Fastening: 0,113"x2"nails at 6 "o.c. panel edge fastening and = 8 "o.c.field fastening Specific Gravity of Roof Framing G= 0.42 Diameter of Nails D= 0.113•, in. Length of Nails L= 2.00 in. Thickness of Sheathing t= 0.438 'in. Nominal Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W= 18 Ib/in. Load Duration Factor F ANSI/AF&PA NDS 2.3.2 CD= 1,6 ............... ... Allowable Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W'=W CD= 29 Ib/in. Length of Nail Penetration LP= L-t= 1:11 563 in. Withdrawal Capacity per Nail W' LP = 46, Ib Required Suction Load Capacity Interior Zone= 65,. , plf Ref. Sheet Perimeter Edge Zone= 80 pif Ref. Sheet 28 Overhang Zone= 99'.' pif Ref. Sheet 28, Required Fastening Interior Zone= 8 "O.C. Perimeter Edge Zone= 6 "O.C. Overhang Zone= 5 `°O.C. °` 10/06/2021 JOB PRE-33277 SHEET NO. 30 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Sheathing Connections(cont'd) Roof Sheathing Design Roof Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement Max Vroof= 1057.5 i Ib B= 27.5,Ift. vroof 192 M'plf Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G = 0.42 Roof Sheathing: 7/1.6"©SB(Unblocked) Fastening: 0-113"x2"nails at. 6, D.C. panel edge nailing and 8 " D.C.field nailing Tabulated Value= . 211.6_'plf vs = 1.4;-'(Tab.Value) See Supplement Table 2C Footnote 1 _ 296.2':;plf > 192 ?pif OK f�.+ ' �'.k' 61 may` ✓ <1�5 �rM�<. ,ae4l vp s�ba y_ •S w� ;r �§�$yy)s Ilya .;acs •, g;e;,g.d�� 10/06/2021 JOB PRE-33277 SHEET NO. 31 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Sheathing Connections(cont'd) Floor Sheathing Design Floor Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement Max Vfloor= 11769 Ib B= 27.5,-ft. vfloor= 2i 4..<plf Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G Floor Sheathing: 5/8in OSB(Unblocked) Fastening: 0.113"x2"nails at " y:; ^6 "D.C. panel edge fastening and x.12,"D.C. field fastening Tabulated Value= 211.6 plf vs = 1.4 (Tab.Value) See Supplement Table 2C Footnote 1 _ `296,2 .I plf > 214,;A plf OK b yr �e;t�, .; 'j" 't`�'�,�•'s� 10/06/2021 JOB PRE-33277 SHEET NO. 32 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Sheathing Connections Wall Sheathing '« Design Wall Sheathing Connection to Resist Suction Loads 3 Sec Gust Wind Speed= f04'6Emph It'° t See pages 13D thru 13F for pressure calcs. 10/06/2021 Wind Importance Factor= 1.00 Wind Exposure= C Adjusted Interior Suction Pressure(Zone 4)= 28.8' psf Adjusted Perimeter Suction Pressure (Zone 5) = 35.5. psf Perimeter Edge Zone Width Minimum Building Dimension = 27,5 , ft. Z= 10% Minimum Building Dimension= 2.75 -ft. But not less than f 3 ft. Wall Framing Spacing = 16 ;in. D.C. Roof Unit Suction Load from Wind Framing Spacing in ft. o.c. Interior Zone= 29 psf x 1.33.1 oc. = 38" plf Edge Zone= 36 psf x IM:,:ft oc. = 471 ;Of JOB PRE-33277 SHEET NO. 33 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Sheathing Connections (cont'd) i Wall Sheathing "Design Wall Sheathing Connection to Resist Suction Loads Wall Sheathing: 7116"OSB Fastening: 0:113"x2"nails at 6 "o.c. panel edge nailing and .. 12;"o.c.field nailing Specific Gravity of Wall Framing G= 0 42 Diameter of Nails D= 0.113 ; in. Length of Nails L= 2.00 ;in. Thickness of Sheathing t= 0.438 in. Nominal Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W= 18 Ib/in. Load Duration Factor ANSI/AF&PA NDS 2.3.2 CD= 1.6 [ Allowable Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W'=W CD= 29 Ib/in. Length of Nail Penetration Lp= L-t= ;,.,1.563,11n. Withdrawal Capacity per Nail W'LP = 45 Ib Required Suction Load Capacity Interior Zone= 38 Of Perimeter Edge Zone= 47 plf Required Fastening a Interior Zone= 12 "'o.c. �, Perimeter Edge Zone=K :,6 "o.c. 'r rt 'tA 10/06/2021 JOB PRE-33277 SHEET No 3 7 4 CALCULATED DB mr 10/6/2021 CHECKED BY mr Roof is made with Trusses. No Rafters Connetion Rgmr d }® /c," : ~/ 10/06/2021 JOB PRE-33277 SHEET NO. 35 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Truss Field Connections Reference attached truss print Required Field Joint Connections-Compression(lb)/Tensions(Ib)/Shear(lb)/Moment(lb) Truss Number: ';HM585829 Ridge Connection"6" 341 / 102 / 135, / 0 ' Use: 1 1/4"x 20 ga steel strap w/(7)0,131x2.5"nails each end&(2)0.131"x3.0"nails toed Lateral Value 0.131"x3.0"toe-nailed=82x 1.15 Cd x.83 Ctn x2 nails= 156 lbs Flip Connection"5" 341 / 102 / 135 / 0: Use:"1."1/4"x 20 ga steel strap w/(7)0.131x2,5"nails each end&(2)0.131"x3.0"nails toed Lateral Value 0.131"x3.0"toe-nailed = 82 x 1.15 Cd x .83 Ctn x2 nails= 156 lbs Kneewall Connection"9" 901 / 516 / 388 Use: LTS12&(2),0.131"x3.0"nails toed oaf+ r I€ r,srk. fit x E 9 CPI 10/06/2021 JOB PRE-33277 SHEET NO. 36 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Roof is made with Trusses. No Rafters Connections Required 10/06/2021 JOB PRE-33277 SHEET NO. 37 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Desiqn Summary Location Force Connection Fasteners Required. Reference Roof Truss to 2nd Story Wall 244lf Simpson Strong-Tie MTS18 (6)0.148inxl.5in nails each Sheet 5 Stud Connection pend @ 32 in o.c. cfi- 'kin t ;.. N ' 10 ' c 0 .� 7:�) m 10/06/2021 c c 0 U Q. Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-33277 SHEET NO. 38 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Design Summary Location Connection Wall Force Spacing Reference 7/16"OSB/PLY overlap line-A 244 plf 6 in O.C. 2 rows of 0.113"x2.0"Nails 2nd Story Wall line_B 244 plf 6 in O.C. Stud to 2nd Story 6 Floor Band Connection 7/16"OSB/PLY overlap line-1 198 plf 6 in O.C. 2 rows of 0.113"x2.0"Nails line-2 192 plf 6 in o.c. 7/16"OSB/PLY overlap line_A 167 plf 6 in O.C. = 2 rows of 0.113"x2.0"Nails O j 2nd Story Floor line_B 167 plf 6 In o.c. d Band to 1 st Story Ceiling Band 6 0 Connection 7/16"OSB/PLY overlap line-1 198 plf 6 in o.c. V 2 rows of 0.113"x2.0"Nails fl. line-2 192 plf 6 in o.c. 7/16"OSB/PLY overlap line-A 167 plf 6 in O.C. 2 rows of 0.113"x2.0"Nails 1st Story Ceiling line_B 167 plf 6 in o.c. Band to 1st Story 6 Wall Stud Connection 7/16"OSB/PLY overlap line-1 198 plf 6 in O.C. 2 rows of 0.131"x2.5'Nails line-2 192 plf 6 in O.C. Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Mfg 10/06/2021 JOB PRE-33277 SHEET NO. 38A OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Design Summary Location Connection Wall Force Spacing Reference 7/16"OSB/PLY overlap floor line—A, 457 plf 4 in o.c. rim joist min.3" 1st Story Wall line_B 424 plf 4 in o.c. Stud to Floor 0.113in x 2in nails 6A H Band Connection line 1 0 plf 6 in o.c. CUse 2 rows of fasteners along — �, bottom edge of panel line-2 0 plf 6 in o.c. C C O V 7/16"OSB/PLY overlap sill line-A 457 plf 3 in o.c. plate 1.5" a. line_B 424 plf 3 in o.c. Floor Band to Sill 0.113in x 2in nails Sheet 7 Plate Connection Use 1 row of fasteners along line—1 0 plf 3 In o.c. bottom edge of panel line-2 0 plf 3 in o.c. Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. 10/06/2021 JOB PRE-33277 SHEET NO. 38B OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference Roof Truss to 2nd Story Wall 412 plf Simpson Strong-Tie LSTA12 (10)0.148"x2.5"nails Sheet 11 Stud Connection (5 each end of strap) @16 ino.c. N �S'� t �`tt•. .Yf. � �1�A O 10/06/2021 d c c 0 U V_ .Q M Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-33277 SHEET NO. 38C OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Design.Summary Location Force Connection Fasteners Required Reference 2nd Story Wall Stud to 2nd 353 plf Simpson Strong-Tie LSTA12 (10)0.148inx2.5in nails 11A Story Floor Band Connection (5 each end of strap) 16 in o.c. 2nd Story Floor Band to 1st SimpsonN Strong-Tie LSTA15 (12)0.148inx2.5in nailsStory Ceiling Band Connection 705 plf 11A (One Side Only) 16 in o.c. (6 each end of strap) L 1st Story Ceiling Band to 1st 353 If Simpson Strong-Tie LSTA12 (10)0.148inx2.5in nails 116 ,_. Story Wall Stud Connection p (5 each end of strap) 16 in o.c. z- .s y� � "✓?�ra` 10/06/2021 1st Story Wall Stud to Floor 353 plf Simpson Strong-Tie LSTA12 (10)0.148'x2.5"nails 11B Girder Connection (5 each end of strap) @16 in o.c. Floor Girder to Foundation 293P If Fasten on-site for listed 11B Connection load An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-33277 SHEET NO. 39 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Design Summary(con'd) Location Force Exterior Panel Interior Panel Reference 2nd Story Wall-line–1 7/16"OSB w/0.113"x2"nails @ 198 plf 6"o.c.panel edge&12"o.c.field Sheet 18 Perforated nailing(exterior) 2nd Story Wall-line-2 7/16"OSB w/0.113"x2"nails @ 192 plf 6"o.c.panel edge&12"o.c.field Sheet 18 Perforated nailing(exterior) 2nd Story Wall-line–A 7/16"OSB w/0.113"x2"nails @ 73 plf 6"o.c.panel edge&12"o.c.field Sheet 18 Perforated nailing(exterior) t� —7-1 2nd Story Wall-line_B 7/16"OSB w/0.113"x2"nails @ C ,rs � 91 plf 6"o.c.panel edge&12"o.c.field `Meet 18 >, Perforated nailing(exterior) ? U) y.'? 0a62 5C toil 1st Story Wall-line 1 cc 7/16"OSB w/0.113"x2"nails @ - 418 plf 3"o.c.panel edge&12"o.c.field 10/06/2021 l Segmented -nailing(exterior) 7/16"OSB w . x . nails OSw0.113"xnals 1st Story Wall-line 2 /0131" 25" il7/16" B / 2" i @ 1090 plf @ 3"o.c.panel edge&12"o.c. 3"o.c.panel edge&12"o.c.field 18A Segmented field nailing(exterior) nailing(interior) 1st Story Wall-line_A 7/16"OSB w/0.113"x2"nails @ 268 plf 3"o.c.panel edge&12"o.c.field 18A Perforated nailing(exterior) 1st Story Wall-line_B 7/16"OSB w/0.113"x2"nails @ 253 plf 3"o.c.panel edge&12"o.c.field 18A Perforated nailing(exterior) Note: 8d nails=0.139"x 2.5'; 10d nails=0.148"x 3"& 16d nails=0.939"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Gable wall studs at roof level must be same,size,species and grade as wall below. They must also be sheathed and fastened the same as wall below. JOB PRE-33277 SHEET NO. 40 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Design Summary(con'd) Note: Corner Studs&Built up Column Studs to be fastened together w/2 rows staggered of 0.131"x3" Nails at 8 in D.C. Location Force Connection Fasteners Required Reference 2nd Story Module to 1st Story Module-line-1 - -" 865 Ib (1)Simpson Strong-Tie CS16 (22) 10d nails ea strap Sheet 21 strap 2nd Story Module to 1st Story Module-line-2 (1)Simpson Strong-Tie CS16 -- - - 822 Ib (22) 10d nails ea strap Sheet 21 strap 2nd Story Module to 1st,Story g.aA� line_A Dead Load of Structure is �• `•''^i ` ' _....._ ..-......., _ ___....... OK Sufficient to Resist �,- heet 21 Overturning Load 2nd Story Module to 1st Story � � .'?. () v Module-line B Dead Load of Structure is °; s G� ........--.-_-_.•.-...................._....,ry....._... . r OK Sufficient to Resist SSheet 21 Overturning Load C 10/06/2021 U C 1st Story Module to Foundation-line 1 1/2 in min concrete cover and L — Simpson Strong-Tie 4624 Ib STHD14RJ (30) 16d sinkers, locate 1.51n 21A from corner d 1st Story Module to (1)Simpson HDU14-SDS2.5 (36)SDS 1/4"x2.5"screws into Foundation-line-2 installed on(4)2x6 SPF#2 stud column&1"threaded rod 0632 lb21A Studs-Use Heavy Hex Head w/8"min embed in 24"min Nut wide footing 1st Story Module to Foundation-line_A 1/2 in min concrete cover and 2046 Ib Simpson Strong-Tie (30) 16d sinkers, locate 1.5in 21A STHD14RJ from corner 1 st Story Module to Foundation-line_B 1/2 in min concrete cover and 1744 Ib Simpson Strong-Tie (30) 16d sinkers, locate 1.5in 21A STHD14RJ from corner Note: 8d nails=0.131 x 2.5", 10d nails=0.148 x 3 & 16d nails=0.131 x 3.25 unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-33277 SHEET NO. 41 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Design Summary(con'd) An"equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. All fasteners into sill plate must be corrosion resistant. Location Force Connection Fasteners Required Reference 0.131"x 3"toenails. Roof to Wall Plate Connection 149 Ib 2 23 0.131"x 3.0"Nails in End- Top Plate to Studs&Bottom 149 Ib Grain. NA 23A Plate to Studs 2 per stud 0.131"x 3.0"Nails Bottom Plate to Floor 112 plf NA 23A 14 in o.c. oM V p10 G a Cl) 10/06/2021 0.131"x 3"toenails. 2nd Story to 1 st Story 406 plf @ 3 in OC N/A 25 Connection-line-1 &line-2 0.131"x 3"toenails. 2nd Story to 1 st Story 122 plf @ 6 in OC N/A 25 Connection-line-A&line-B Simpson Strong-Tie LTP4 1 st Story to Sill Plate' 620 plf @ 12 in OC &0.131"x3"nails toed at 6" 25A Connection-line-1 &line-2 O.C. 0.131"x3"toenails. 1 st Story to Sill Plate 191 plf @ 6 in OC N/A 25A Connection-line-A&line-13 Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted JOB PRE-33277 SHEET NO. 42 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Design Summary(con'd) Location Force Connection Fasteners Required Reference Truss Bottom Chord or Ceiling 0.131"x 3.0"Nails toed Joist to Endwall Top Plate 192 plf Sheet 24 @6inOC Ito i E 13 10/06/2021 0 2nd Floor Endwall Mateline- Top Plate to Top Plate/ 2644 Ib 2 Simpson LSTA30 Straps (22)0.148in x 2.5in nails each NA Ceiling Rim to Ceiling Rim strap across Mateline 2nd Floor Endwall Mateline- (22)0.148in x 2.5in nails each Floor Rim to Floor Rim across 2644 Ib 2 Simpson LSTA30 Straps strap NA Mateline 1st Floor Endwall Mateline- Top Plate to Top Plate/ 3910 Ib 3 Simpson LSTA30 Straps (22)0.148in x 2.5in nails each NA Ceiling Rim to Ceiling Rim strap across Mateline 1st Floor Endwall Mateline- (22)0.148in x 2.5in nails each Floor Rim to Floor Rim across 3910 Ib 3 Simpson LSTA30 Straps strap NA Mateline Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. a; ' .. . .. ;'•y,° JOB PRE-33277 SHEET NO. 43 OF 44 r. ��,••,� g,f• ,•p.p�dF'; 'F„(SS � CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Design Sun ary Lo p Sheathing Connection Reference 10/06/2021 MAIN ROOF: 192 pif 0.113"x2"nails at 6"o.c.panel edge nailing and 8"o.c.field Roof Sheathing 7/16"OSB (Unblocked) nailing Sheet 29 tM Shear OVERHANGS: E 5 in o.c. edge&field t Wall Sheathing 47 pif 0.113"x2"nails at t 7/16" OSB 6"o.c. panel edge nailing and Sheet 33 W Non Shear Wall Suction 12"o.c.field nailing 214If 0.113"x2"nails at 6"o.c.panel Floor Sheathing p 5/8in OSB(Unblocked) edge fastening and 12"o.c. Sheet 31 Shear I field fastening Location Connection Reference 01 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end &(2) Ridge Connection"6" Sheet 35 0.131"X3.0"nails toed V d C C O V1 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end &(2) Flip Connection"5" Sheet 35 0.131"x3.0" nails toed N 00 W) W) Kneewall Connection"9" LTS12 &(2) 0.131"x3.0"nails toed Sheet 35 2 N N O L Location Force Connection Fasteners Required Reference 620 plf sliding 2"square washer w/1/2"Anchor @18 in OC Sill Plate to Foundation Bolt(Assume 1/16"oversized hole) 27 N Connection-line_1 and 0 O 0 plf uplift 1/8in thick min.washer required v 620 pif sliding 2"square washer w/1/2"Anchor O Sill Plate to Foundation@ 18 in OC Bolt(Assume 1/16"oversized hole) 27A r_ Connection-line-2 O 0 pif uplift 1/8in thick min.washer required U O 191 pif sliding 2"square washer w/1/2"Anchor O Sill Plate to Foundation @ 36 in OC ' and Bolt(Assume 1/16"oversized hole) 27B Connection-line A 'a 268 pif uplift 1/8in thick min.washer required C 191 pif sliding 2"square washer w/1/2"Anchor LL Sill Plate to Foundation Bolt(Assume 1/16"oversized hole) @ 36 in OC Connection-line-13and27C 253 plf uplift 1/8in thick min.washer required 8d nails=0.131"x 2.5'; 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25"unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Mails may not be used in Seismic Zones worse than C. JOB PRE-33277 SHEET NO. 44 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Design Summary(con'd) 7 to F'I 10/06/2021 Location Force Member Sizes Splice Conn. If Req. Reference 2nd Floor Double 2x6 Top Plate-No Splices 5288 Ib Sheet 19 Endwalls 2nd Floor Double 2x6 Top Plate-With Stagger 2 rows of Splices& @ 8 in oc p 0.131"x 3.0"Nails 1542 Ib Sheet 19 Sidewalls 1st Floor Double 2x6 Top Plate-No Splices rn 11172 Ib Sheet 19 Endwalls Double 2x10 Perimeter Rail- No Splices U 1st Floor Double 2x6 Top Plate-With Stagger 2 rows of tM Splices& 0.131"x 3.0"Nails @ 8 In oc 3016 Ib Sheet 19 .� Sidewalls Double 2x10 Perimeter Rail- Stagger 2 rows of C With Splices& 0.131"x 3.0"Nails @ 8 In oc 0 Minimum Lumber Grade and Species is SPF#3 Unless Noted Otherwise Minimum Splice Length is 4 ft 8d nails=0.131"x 2.5'; 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25"unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. 3-7 1/4" 9 3/ 5-U 3/4" 3'-9 3/4" 1'-3" 5-7 3/4" fV n DW SHIP LOME EXT r SHTG FOR ON--SITE R4STALLR ON OF Ll O I - BLLOOCK� G EDGES I op rl of m 0 I SHIP LOD E EXT ------ I SHTG FOR ON-SITE ---- I INSTALLATION OF UNIT S. I BLOCK G EDGES I I L- ----------- ----------- O7 I ID N I n O N .-I 1 Iti :-1 I I ~ - t & I I un fix'} 08S2- 11/01/2021 8S2S11/01/2021 _ -I o (V '•'' 2'-4 3/4" 3'-6" 5-5 1/2" 9" 9" 5-10 i/4'I 2'-8 3/4" 5-4 1/2" 5-4" NOTE: SEE HIGH WIND DESIGN SUMMARY SHTS FOR UPLIFT, SHEAR, SLIDING, SHEATHING, CORNER STUDS / BUILT-UP COLUMN STUDS AND TOP PLATE LIMITATIONS rev; -4'x10' EXT WALL SHTG EM NY NOTE: PREMIERBUILDERS APPLICABLE BUILDING CODES: A sues=OF MMY NOM Nc nm oar 2020 RCNYS; 2020 IECCNYS; 2017 NEC Pe TrIM •07ON48-MU h THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT mwmLim,�Jc WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / MCKAY s� THE DEPT OF STATE, WHICH WERE APPROVED ON 4/14/2020 UNDER SYSTEM aM1387-2020-021. 000 ■■WARNING* IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 1st STY WIND DESIGN PLAN 1a Rare 000 UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. vdK er: Df m SWIM .lm 'v x DRM 10-05-21 PE 1/4"=1'-0" 33277-000 15-4" 4'-5 1/4" W-3 3/4" N m m to toI ————————————— 1 � I \/F Id I I I I I 1 I I I I I 0 1 I I I 1 I I I I I I I I I I I � I I V-- ` I, N to <` N I ILLIA' ' �� 1 I 0862 5Z ILI I I I I 11101/20 1 m 2'-4 3/4" 3'-5' 5-10 1/4" to 4'-2" 54" 5-4" m m NOTE: SEE HIGH WIND DESIGN SUMMARY SHTS FOR UPLIFT, SHEAR, SLIDING, SHEATHING, CORNER STUDS / BUILT-UP COLUMN STUDS AND TOP PLATE LIMITATIONS Rev; -4'x9' EXT WALL SHTG NY NOTE: PREMIERBUILDERSFM FrMMVEDIlyfluffmm APPLICABLE BUILDING CODES: A MM lXK CF K&cr MM Nc "m oar. 2020 RCNYS; 2020 IECCNYS, 2017 NEC FB7 Pa Rt Macy.Pa TnW *070$58- U +a•--a 1 THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT ` WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / MCKAY THE DEPT OF STATE, WHICH WERE APPROVED ON 4/14/2020 UNDER SYSTEM #M1387-2020-02L 000 WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 2nd STY WIND DESIGN PLAN 2a P`A"000 UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WAY. owr� DRM M 10-05-21 PE 1/4"=1'-0" 3327x7-000 JOB PRE-33277 SHEET NO. 1 OF 44 David E. Billingsley PE CALCULATED BY DB DATE 10/6/2021 217 East Main Street•Middleburg,PA 17842 CHECKED BY DATE Phone(570)837-0577•FAX(570)837-0585 Design Criteria Listed connections to foundation/piling system must be reviewed by the foundation/piling design engineer. Foundation/piling engineer must verify the listed connections are appropriate with acutal foundation/piling system. Foundation/piling engineer may specify alternate connections that meet the required loads. Warning: It is a violation of the NYS Education Law Article 145 for any person unless he is acting under the direction of a licensed Professional Engineer,to alter this item in any way. Location: ILLY.... _:-_:..:::............. ................. . _ n. -p.......:_._P_....._........ . . ....._.: .....:.:.::...___ Building Description: .....:............. ...::: Residentral. . . IN :Sto._..;...._..._::.............._._.._:.::::...:. w _Two .:...........................,......_:...._. .: t$ F A Codes: f' -_,- ...............-- -;, . .2D20 for Gods ,S Un 2018 10/06/2021 Criteria: Risk Category Site Class Seismic Criteria Numeric seismic design value at 0.2s SA(SDS) Seismic Design Category(SDC) Seismic Importance Factor y-i1[ID Ultimate Wind Speed Vult= : 135:0:?'mph Nominal Wind Speed Vasd= [.Q46'mph Exposure= G: Wind Exposure Adjustment Factor Wind Importance Factor I:.i;;:i•.ss ��i Load Case Factor Snow Load Ground Snow Load= 35 psf Snow Importance Factor 1 JOB PRE-33277 JOB PRE-33277 SHEET NO. 2 OF 44 SHEET NO. 3 OF 44 CALCULATED BY DB DATE 10/6/2021 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE CHECKED BY DATE Design Criteria Cont. Desiqn Criteria Cont. 1st Story Loadbearing Wall Height 2nd Story Loadbearing Wall Height Rt c Floor Diaphragm Aspect Ratio r .,s Length of side(1_1)(width) Wall Stud Specifications P ..< PF#3 Length of side L )(len th '46ft. k ' 9 ( z 9 )_ r::: Wall Stud Spacing= if in.o.c. Shearwall Segment Aspect Ratio 1st Story Shearwall Height= ft• i-2:4- ; Max Mean Roof Height= 25 'ft. 10/06/2021 2nd Story Shearwall Height= ''° ft. Exposed Foundation Height Roof Framing Span(Horizontal Projection) ....-.......... .__ OSB-PLY GYP Roof Framing Spacing= <; 6 ' in,D.C. 1st Story Minimum Shearwall Length= H/3.5= `~12 ft. H/1.5 = ;00 ft. 2nd Story Minimum Shearwall Length= H/3.5= 2=29` ft. H/1.5 Roof Overhang Length= 1ft. Roof Slope= 7;_12`, 1 st Story Wall Length Available for Full Height Sheathing Bline_1 >26 75"ft. Lline A' 21 00` ft. Roof Diaphragm Aspect Ratio Bline_2 1D 25 ft. Lline l32'.',2--2...--R, :.: Length of side(L1)(width)_ >:.;275: ft• 1st Story Maximum Unrestrained Opening Height : 3n,::q Length of side(Lz)(length)_ 4G"»Eft. Hline_1:': .>'.0., :'in. Hline Hline_2 `!0 'in. Hline B; 8.4` ?in. 2nd Story Wall Length Available for Full Height Sheathing ` ? Roof/Ceiling Assembly Dead Load= _ `1 `;j psf Bline_1 :26:75:ft. Lline_Ar>33:83: �_ NRII �- _------------ --------__......_...._....... ................. Bline 2 ;27 5L1; ft. Lline B 27 33 ;ft. � A : A 2nd Story Maximum Unrestrained Opening Height Roof Framing Type . ry P 9 .......:....... Hline 1: 0; ;-;in. Hline X-.. ..,in w.. Hlme 2. ":Oi''`in. Hline B<=>;6.6`' in. F:M: - .......,,.,.... ..... ,::<..., _ _ .,ate .:...:..::.:.. Max Upliff::at;Marriage`-Ulla lbs per truss , `~ 10/06/2021 ._t:1..:..:� :::325>::;::::.: axFL1 I t Sidewall;Wall.:._.:;,;::,;:;:!::::'.<:: ; ; : ;lbs per truss rft a r_.�� JOB PRE-33277 JOB PRE-33277 SHEET NO. 37 OF 44 SHEET N0. 38 OF 44 CALCULATED BY DB DATE 10/6/2021 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE CHECKED BY DATE Design Summary Design Summary Location Force Connection Fasteners Required Reference Simpson Strong-Tie Tie MTS18 Location Connection Wall Force Spacing Reference Roof Truss to 2nd Story Wall 244 If P 9- (6)0.148inx1.5in nails each Sheet 5 7/16"OSB/PLY overlapline-A 244 If Stud Connection P end P 6 In D.C. @ 32 in o.c. 2 rows of 0.113"x2.0"Nails 2nd Story Wall line_B 244 plf 6 in o.c. Stud to 2nd Story Floor Band 6 Connection 7/16"OSB/PLY overlap line-1 198 plf 6 in D.C. 2 rows of 0.113"x2.0"Nails -line-2 192 plf 6 in D.C. 7/16"OSB/PLY overlap line_A 167 plf 6 in D.C. = 2 rows of 0.113"x2.0"Nails O L) 2nd Story Floor line 167 plf 6 in D.C. y d Band to 1st Story -' Ceiling Band 6 Wim € x C 9 U Connection 7/16"OSB/PLY overlap line_1 198 plf 6 in D.C. .m j ` s g ; 2 rows of 0.113"x2.0"Nails ,�- IVA �f a - line 2 192 plf 6 in D.C. 7/16"OSB/PLY overlap line-A 167 plf 6 in D.C. U) , 2 rows of 0.113"x2.0"Nails O 1 st Story Ceiling line_B 167 plf 6 in D.C. O Band to 1st Story m Wall Stud 6 10/06/2021 C Connection C 7/16"OSB/PLY overlap line-1 198 plf 6 in D.C. O U 2 rows of 0.131"x2.5"Nails �= line-2 192 plf 6 in D.C. Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"&16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Y ILLd I; s ::.,.�• :: 3 z� 10/06/2021 Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"&16d nails=0.131"x3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-33277 JOB PRE-33277 SHEET NO. 38A OF 44 SHEET NO. 38B OF 44 CALCULATED BY DB DATE 10/6/2021 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE CHECKED BY DATE Desiqn Summary Desiqn Summary Location Force Connection Fasteners Required Reference Location Connection Wall Force Spacing Reference Roof Truss to 2nd Story Wall 412lf Simpson Strong-Tie LSTA12 (10)0.148"x2.5'nails Sheet 11 7/16"OSB/PLY overlap floor line A 457 plf 4 in o.c. Stud Connection p (5 each end of strap) rim joist min.3" @ 16 in o.c. 1st Story Wall line_B 424 plf 4 in D.C. Stud to Floor 0.113in x tin nails 6A H Band Connection line_1 0 plf 6 in D.C. CUse 2 rows of fasteners along bottom edge of panel aa) line-2 0 plf 6 in D.C. C C O U 7/16"OSB/PLY overlap sill line—A 457 plf 3 in D.C. plate 1.5" �M Q BILt fr1=r D line_B 424 plf 3 in D.C. Floor Band to Sill `s g T 0.113in x tin nails Sheet 7 Plate Connection line 1 0 plf 3 in D.C. �` ' ;' .tVR Use 1 row of fasteners along — N -- ,�f - s, bottom edge of panel line_2 0 plf 3 in D.C. s 0 C O v 10/06/2021 m c c Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted U An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Q- LQ?` ? 015 e , 10/06/2021 Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"&16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-33277 JOB PRE-33277 SHEET NO. 38C OF 44 SHEET N0. 39 OF 44 CALCULATED BY DB DATE 10/612021 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference Design summary(con'd) Location Force Exterior Panel Interior Panel Reference 2nd Story Wall-line-1 7/16"OSB w/0.113"x2"nails @ 198 plf 6"o.c.panel edge&12"o.c.field Sheet 18 Perforated nailing(exterior) 2nd Story Wall-line-2 7/16"OSB w/0.113"x2"nails @ 192 plf 6"o.c.panel edge&12"o.c.field Sheet 18 2nd Story Wall Stud to 2nd Simpson Strong-Tie LSTA12 (10)0.148inx2.5in nails Story Floor Band Connection 353 plf (5 each end of strap) 11A Per nailing(exterior) 16 in o.c. 2nd Story Wall-line_A 7/16"OSB w/0.113"x2"nails c(�, 73 plf 6"o.c.panel edge&12"o.c.field _ Sheet 18 Perforated nailing(exterior) 2nd Story Wall-line B 7/16"OSB w/0.113"x2"nails @ � g �, • f 2nd StoryFloor Band to 1st 91 plf 6"o.c.panel edge&12"o.c.field a •,. heet 18 N Simpson Strong-Tie LSTA15 (12)0.148inx2.5in nails nailing exterior Story Ceiling Band Connection 705 plf 6 each end of strap) 11A >+ Perforated g( ) £ (One Side Only) 16 in o.c. CD ( - ° to_ t 1st Story Wall-line-1 7/16"OSB w/0.113"x2"nails @ 1st Story Ceiling Band to 1st Simpson Strong-Tie LSTA12 3 418 plf 3"o.c,panel edge&12"o.c.field 1 G ry g 353 plf (10)0.148inx2.5in nails IIB aa) Segmented nailing(exterior) 10/06/2021 Story Wall Stud Connection (5 each end of strap) 16 in o.c. 7/16"OSB w/0.131"x2.5"nails 7/16"OSB w/0.113"x2"nails @ ;,. 1st Story Wall-line—2 C laid t r `'ti 1090 plf @ 3"o.c.panel edge&12"o.c. 3"o.c.panel edge&12"o.c.field 18A U Segmented g(exterior) g( ) field nailin exterior nailing interior - Frxc 7/16"OSB w/0.113"x2"nails ; _'s;€ 1st Story Wall-line_A 268 plf 3"o.c.panel edge&12"o.c.field 18A Perforated nailing(exterior) � $ _57/16"OSB w/0.113"x2"nails 1st Story Wall-line_B @ 253 plf 3"o.c.panel edge&12"o.c.field 18A Perforated nailing(exterior) 10/06/2021 1st StoryWall Stud to Floor Simpson Strong-Tie LSTA12 353 If (10)0.148"x2.5"nails 11B Girder Connection p (5 each end of strap) @16 in o.c. Note: 8d nails=0.131"x 2.5'; 10d nails=0.148"x 3"&16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Floor Girder to Foundation 293If Fasten on-site for listed 11B Connection F load Gable wall studs at roof level must be same,size,species and grade as wall below. They must also An equal or better connection device may be substituted for any connection device listed. Staples be sheathed and fastened the same as wall below. and Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-33277 JOB PRE-33277 SHEET NO. 40 OF 44 SHEET NO. 41 OF 44 CALCULATED BY DB DATE 10/6/2021 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE CHECKED BY DATE Design Summary(con'd) Design Summary(con'd) An equal or better connection device may be substituted for any connection device listed. Staples Note: Comer Studs&Built up Column Studs to be fastened together w/2 rows staggered and Toe-Nails may not be used in Seismic Zones worse than C. of 0.131"x3"Nails at '. '`$' in D.C. All fasteners into sill plate must be corrosion resistant. Location Force Connection Fasteners Required Reference Location Force Connection Fasteners Required Reference 2nd Story Module to 1 st Story Module-line-1 0.131"x 3"toenails. 865 Ib (1)Simpson Strong-Tie CS16 (22)10d nails ea strap Sheet 21 Roof to Wall Plate Connection 149 Ib 2 23 strap 0.131"x 3.0"Nails in End- 2nd Story Module to 1st Story Top Plate tStuds&Bottom 149 Ib Grain. NA 23A Module-line-2 Plateo to Studs 822 Ib (1)Simpson Strong-Tie CS16 (22)10d nails ea strap Sheet 21 2 per stud -- _ strap s 0.131"x 3.0"Nails t' t Bottom Plate to Floor 112 plf NA 23A - s" b•' .rex. 2nd Story Module to 1st Story r�+. ' Sx 14 in o.c. line A Dead Load of Structure is rr ' r OKSufficient to Resist lir— heet 21 l Overturning Load t'� ».� rn _ La ' i Y _ EE i� ice^ vI 8'v4S X a � a L 4 k'! F � # {{ O 2nd Story Module to 1st Story j Module-line_B Dead Load of Structure isF - i as OK Sufficient to Resist Sheet 21 O �` �w -=C -- Overturning Load t� 3- - c� 10/06/202 _ 1 st Story Module to p Foundation-line_1 1/2 in min concrete cover and Us . 6 L " 4624 Ib Simpson Strong-Tie (30)16d sinkers,locate 1.5in 21A STHD14RJ �. from corner — :a d 10/06/2021 1st Story Module to (1)Simpson HDU14-SDS2.5 (36)SDS 1/4"x2.5"screws into Foundation-line-2 10632 Ib installed on(4)2x6 SPF#2 stud column&1"threaded rod 21A 0.131"x 3"toenails. Studs-Use Heavy Hex Head w/8"min embed in 24"min 2nd Story to 1st Story ' 406 pif @ 3 in OC N/A 25 Nut wide footin Connection-line_1 &line_2 g 1 st Story Module to 0.131"x 3"toenails. Foundation-line_A Simson Stron1/2 in min concrete cover and 2nd Story to 1 st Story 122 plf @ 6 in OC N/A 25 - - 2046 Ib pg-Tie (30)16d sinkers,locate 1.5in 21A Connection-line—A&line B = STHD14RJ — from comer er - m Simpson Strong-Tie LTP4 1st Story to Sill Plate &0.131'`x3"nails toed at 6" 1st Story Module to 620 plf @ 12 in OC 25A Foundation-line_B 1/2 in min concrete cover and Connection-line_1 &line-2 O.C. 1744 Ib Simpson Strong-Tie (30) 16d sinkers,locate 1.5in 21A STHD14RJ from corner 0.131"x 3"toenails. 1s t Story to Sill Plate 19 If - 1 6 in OC N/A - 25 - Connection-line A&line B P @ A Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"&16d nails=0.131"x3.25" unless otherwise noted and Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-33277 / �� riLL/ } 7 , .�: � �'�. �^�.,i JOB PRE-33277 44 SHEET NO. 42 OF f a� 'L fo SHEET NO. 43 OF 44 . r CALCULATED BY DB DATE 10/6/2021 � �y '3-'�'''�'t';'4<` CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE CHECKED BY DATE _9 �. Design Sul 3 , � Design Summary(con's) Lo Sheathing Connection Reference 10/06/2021 MAIN ROOF: 192 plf 0.113'W"nails at 6"o.c.panel edge nailing and 8"o.c.field Location Force Connection Fasteners Required Reference Roof Sheathing 7/16"OSB(Unblocked) nailing Sheet 29 Truss Bottom Chord or Ceiling 0.131"x 3.0"Nails toed Shear OVERHANGS: Joist to Endwall Top Plate 192 plf Sheet 24 5 in D.C.edge&field @ 6 in OC 0.113"x2"nails at Wall Sheathing 47 plf L 7/16"OSB 6"o.c.panel edge nailing and Sheet 33 W Non Shear Wall Suction 12"o.c.field nailing 214p If 0.113"x2"nails at 6"o.c.panel Floor Sheathing 5/8in OSB(Unblocked) edge fastening and 12"o.c. Sheet 31 Shear field fastening Location Connection Reference I rn Ridge Connection"6„ 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5' nails each end&(2) Sheet 35 � . 0.131"x3.0"nails toed s r ter wzF. ' U. O 1 1/4"x 20 ga steel strap w/(7)0.131x2.5"nails each end&(2) N Flip Connection"5" 0.131"x3.0"nails toed Sheet 35 O co SLID c LO Kneewall Connection"9" LTS12&(2)0.131"x3.0"nails toed Sheet 35 :a 10/06/2021 _ 2 fq 2nd Floor Endwall Mateline- Top Plate to Top Plate/ (22)0.148in x 2.5in nails each U) Ceiling Rim to Ceiling Rim 2644 Ib 2 Simpson LSTA30 Straps strap NA across Mateline F" 2nd Floor Endwall Mateline- (22)0.148in x 2.5in nails each Location Force Connection Fasteners Required Reference - Floor Floor Rim to Floor Rim across 2644 Ib 2 Simpson LSTA30 Straps strap NA 620 plf sliding 2"square washer w/1/2"Anchor Mateline Sill Plate to Foundation and Bolt(Assume 1/16"oversized hole) @ 18 in OC 27 rn Connection-line_1 1st Floor Endwall Mateline- 0 If uplift 1/8in thick min.washer required To Plate to To Plate/ O p p q Top p (22)0.148in x 2.5in nails each 3910 Ib 3 Simpson LSTA30 Straps NA 620 If sliding Ceiling Rim to Ceiling Rim strap p g 2"square washer w/1/2"Anchor across Mateline Sill Plate to Foundation and ( ) @ 18 in OC Bolt Assume 1/16"oversized hole 27A C Connection-line-2 1st Floor Endwall Mateline- 0 - 0 plf uplift 1/8in thick min.washer required (22)0.148in x 2.5in nails each Floor Rim to Floor Rim across 3910 Ib 3 Simpson LSTA30 Straps strapNA C 191 plf sliding 2"square washer w/1/2"Anchor 2 Mateline36 in OC O Sill Plate to Foundation Bolt(Assume 1/16"oversized hole) @ 27B and cc Connection-line_A C 268 pif uplift 1/8in thick min.washer required Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted o 191 plf sliding 2' square washer w/1/2"anchor An equal or better connection device may be substituted for any connection device listed. Staples LL Sill Plate to Foundation Bolt(Assume 1/16"oversized hole) @ 36 in OC and 27C Connection-line_B and Toe-Nails may not be used in Seismic Zones worse than C. 253 plf uplift 1/8in thick min.washer required 8d nails=0.131"x 2.5'; 10d nails=0.148"x 3"&16d nails=0.131"x 3.25"unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-33277 SHEET NO. 44 OF 44 CALCULATED BY DB DATE 10/6/2021 CHECKED BY DATE Design Summary Icon'd) V,r S 4YS �`4�'sid fs ^ 06250 . 10/06/2021 Location Force Member Sizes Splice Conn. If Req. Reference 2nd Floor Double 2x6 Top Plate-No Splices 5288 Ib Sheet 19 Endwalls 2nd Floor Double 2x6 Top Plate-With Stagger 2 rows of @ 8 in ocS Splices& 0.131"x 3.0"Nails 1542 Ib Sheet 19 Sidewalls 1 st Floor Double 2x6 Top Plate-No Splices to 11172 Ib Sheet 19 Endwalls Double 2x10 Perimeter Rail- No Splices U 1st Floor Double 2x6 Top Plate-With Stagger 2 rows of gin oc 0 Splices& 0.131"x 3.0"Nails @ to 3016 Ib Sheet 19 .0 Sidewalls Double 2x10 Perimeter Rail- Stagger 2 rows of ACL With Splices& 0.131"x 3.0"Nails @ 8 in oc Minimum Lumber Grade and Species is SPF#3 Unless Noted Otherwise Minimum Splice Length is 4 ft 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25"unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. 46'-0j' 43-11" 35'-4 3/4" L 27'-3 1/2" 20'-0" 8'-6 1/2" E27 E27 T RUENDWRLL 93/ 1'-3 L " 4 �8 9SH-SG 3049SH 72VINYL 72VINYL E28 34372SH �$ 3-2x8SPF2 3-2x8SPF2 - W3030B W2730B I I W33308 OCj D 03 03 SB3 14'-2" ----1----' `------t `R `t 4- B30B B30B B18 DW B18 � 4 SFS L EXT ��F331LS') �F331L5") �r �� PTA PLATE �s I N � TI 8-2 1/2 FOR 0 4- 5-81116-0 s LABELS UNIT H O I BLOCK G EDG - BATH 4 m KITCHEN i m o OI 3 0 cn M DINING RM B3sB B36B 183.52 SQ. FT. I cV .mi 48SHWR „ LT REO'D/PROV'D: 14.68/6254 IVOH c� SHIP L EXT VT REQ'D/PROV'D: 7.35/31.60 I SHTG OWSITE m INSTALTI W D PANEL G 13T 3-SIMPSON LSTR18 STRAPS BACKER 1/2' GYP & 7/16" OSB SHTG I BLOCK G S THIS SIDE OF WALL _ COLUMN TO CLG BERM AM SEE WIND CRLC SUMM SHT �� FLR GIRDER ER MODULE FOR FASTENING. STUDS 4'-8" 30 5'-8" (24-TOTA0 ------- ------___ _ 3-SIMP`SON LSTAls 57RRPS _ 31-211 2nd STY FLR GIRDER TO 4-2x4sPF2 1-925"x24'-8" LVL ER MOD m CV 1st STY CLG GIRDER ER HA\@ \ 3-2x4SPF2 ER MOD 1-925"x20'-8" LVL EA MOD 4-EA MOD ,Mg G10 GIB 02-TOTRUo-ZELD) ER MOD 1-IL25N24'-8" LVL EA MOD Q) 48FR O 48FR l� iii��� 1-1125'x26'-D" LVL ER MODco O - c N c- 31-311 8-5 ' �22,"3'-2" 3'-6" 13'-0" _ -2 1/2' .moiN =---w. 3-SIMPSON LSTR18 STRAPS N 3-SLIPSON LSTAIS STRAPS - - - _ -3-2x4 2nd STY FLR GIRDER TO COLUMN TO CLG BERM AND r� � ER MO 1st STY CLG GIRDER ER HALF EA m n FLR GIRDER ER MODULE �-I � �� �(V �} oz-rorauo-zELD) 3-2 (24-rorAu .-+ -4 3-SIMPSON LSTR18 STRAPS m N ' COLUMN TO CLG BEAM ANDN FLR GIRDER ER MODULE 42' HALF WALL 42' GAS F�EPLRCE (24-TOTRU BSMT LEVELI VENT THRu REAR STAIR WALLS INSULATED TO I CANTILEVERED FLRcv, R-21 W/ INSUL, s Tm BE 1 - r WEATHERSTRIPPED I J 166.78 50. FT. In Do a W I LIVING RM ;- � O7 f LT REQ'D/PROV'D: 13.35/22.96Vl LABEL L0 cr) 4- N -A tl VT REQ'D/PROV'D: 6.68/iL40 42" HALF WALL 20215 SQ FT. I .� ���r�p LT REO'D/PROW): 1618/34.70 FOYER i VT REQ'D/PROV'D: 8.09/17.24 (OPEN TO ABOVE) - 1 CV 11/01/2021 13'-8 1/2" 0 12'-0" �NOTE: PLAN ADJUSTED FOR WIDE INTERIOR CR 16'-2" N-4" iPLAN MAY BE BUILT MIRRORED OR REVERS to Ni PI IIMRIN+ IRF FLOW RATES I EGRESS EGRESS m .--1 PER 2020 RCNYS: (MRXIUMS) _ 3-2x8SPF2 LAO FAUCET: is pm a so 3857SHO 3857SH-SG F�7 2257SH-� O6 X22 7SH-SG N SHOWER HERD: 2�ggppm__e� 80 psl (INCLUDING A tf�DFELD SWHR SPRAY) WATER CLOSET: 128 gel PER FLUSH CYCLE �7 Ez7 E27 E27 I 38572SH O SINK FRUCET. 22 a 60 sl 2-1S'x5S"x18'-0" LVL TOP PLATE II 17'-0 1/2" DOOR 6 WINDOW DESIGN PRESURE REQUIREMENTS: FOYER RRER (NO SPLICES) d SHTG d ALL DOORS d, WINDOWS SHALL HAVE THE FOLLOWING DESIGN PRESURE BASED ON "C" EXPOSURE, 42'-0" 35-3 1/2" 27'-3 1/ " 24'-0" 20'-8 1/2' 8'-6" 30'-0" MEAN ROOF HEIGHT & 135 mph Vult 33.0 - INTERIOR ZONES NOTE: SEE PE HIGH WIND DESIGN PLAN 1e 6 DESIGN SUMMARY SHTS FOR HIGH WIND COLUMNS, STUDS, STRAPPING 6 FASTENING 40.7 - CORNER ZONES FINISHED FLOOR 5' ABOVE BO ER ADE -4'x10' EXT WALL SHTG 1st STORY Irv: FLOOD ZONE - NO IOT LTNE ETRE SEPARRTTON: - NOT RFOUT2_FO FOUNDATION TYPE - BASEMENT n,re Exisc�m STORIES ABOVE GRADE - 2 NY GSL DATA: WRLLS/PROJECTIONS >5' FROM LOT LINPREMIERBUILDERSE 00g1O"'"m' NY NOTE: SPRINKLER REQUIRED - NO GSL BRSE(3OL2(5))/ELEV= 30/<1000 NOTE: WINDOWS SHALL COMPLY WITH '12, '15, '18 IRC R312 ('09 612.2. '06 613.21. SEE SYSTEM PE APPLICABLE BUILDING CODES: GSL REQ'D/DESIGN= 30/35 SHT 3e, WINDOW NOTE 4. WINDOW SILLS ARE LOCATED 24"(MIM RFF. �sHs OF rwcr NOi�7 nm o8 0-29-21 DM R 2020 RCNYS; 2020 IECCNYS; 2017 NEC >387 Pa Rt "My.Pa T7738 *(570 8896 a•--a z �=-n- 09-29-21 DM REV THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT MRRR W L= 2x6 16"oc WINDOWS= SEVEN-D STY-- DESIGN SNOW ZONE= 35 GSL ` 09-02-21 DM REV WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH MARR WALL= 2x4 16 oc (1st STY= SH, 2nd STY= DH) ROOF= 7/12 16"oc (90*) TURN KEY / MCKRY s> THE DEPT OF STATE, WHICH WERE APPROVED ON 4/14/2020 UNDER SYSTEM *M1387-2020-ML FLOOR JST= 2)10 16"oc CLG= R-50, WRLL= R-21 DESIGN WIND ZONE= 135 Vult 000 CLG. HGT. 9'-0" FLR= R-30 (BY BLDR) DEST. 75 BIRCH RD. PLM►w nWARNING: IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, ADDTL BSMT COL - to (SEE RESCHECK) SOUTHOLD, NY 11971 1st STY FLOOR PLRN 000 UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONRL ENGINEER, LABEL - in STRIR OPEN'G(S) BASED SUFFOLK CO. M t er: oR►e See im.-sflz.e TO ALTER THIS ITEM IN ANY WRY. ON 8.25"/9.00" GEOMETRY DRM 08-24-21 1/4"=1'-0" 33277_000 46'-0" 28'-2 3/4" 20'-11" L 8'-0" R27 A27 3449DH-SG 3449DH-SG 38572DH A27 -- --6-7 --- , - '-1 " EST cel 24 3'- 1 1 2° _N 24 '-9 1/ = 2'b" 12'-7 1/2" � n I \ I I 60SHWR "� I I-IREU 3P LL- I � I I i I I `� WALK-rN CLO I BATH 1 I I N Liz i BATH 2 I Lr) BE E 3m \'6 N 174.94 S0. FT. -' I F331L57 �G� \� I LT REO'D/PROV'D: 14.00/22.40 I VT REO'D/PROV'D: 7.00/11.44 I I 251/ 0 25 1/4" d I I I 30 30 30 r�c I (v (n 4-2x35PF2 _ m I I ER MODS D8 1-16"x29'-4" LVL ER MOD ER MOD D8 4 ER MOD Co i 13'-0 1/2" 8 1 '- " -rRPPSeY ' COLUUMMN TTIO CLS BERM R D - - (� - -. FLR GIRDER ER MODULE LLU 0 G B C24-TOTFU EH 0 All / } ` � _ �* BE 4- A<i a, L L!) I LABEL 215.44 S0. FT. 42'H WALL � liz- LT REO'D/PROV'D: 17.24/2240 I s VT REO'D/PROV'D: 8.62/1L44 IBE 20 En - _ � j25I 216.26 SD. FT. ,w. (OPEN TO BELOW) I 3 VT RELT �'D/PROV'Dc 8766/1440 I p I � 11/01/2021 13-8 1/2" L L 12'-0" 2'72" IL 16'-0" EGRESS EGRESS EGRESS , 3857DH R27 3857DH A27 34572DH Azo 2 iS'x5S5d8'-0" LVL BOTTOM PLATEI 11 38572DH A27 FOYER AREA (NO SPLICES) X S O (- STUD d 42'-0" 35-3 1/2" 24'-0" 8'-6"t t t WINDOWS & t 17' 5/12 DORMER NOTE: SEE PE HIGH WIND DESIGN PLAN 2a 6 DESIGN SUMMARY SHTS FOR HIGH WIND COLUMNS, STUDS, STRAPPING & FASTENING FwEr Rnmazwmslmv- -4'x9' EXT WALL SHTG 1st STORY NY NOTE: PREMIERBUILDERS nm APPLICABLE BUILDING CODES: A 54M=°FMMY N0'M Nc oar. 2020 RCNYS; 2020 IECCNYS; 2017 NEC SIDEWRLL= 2x6 16"oc 07 �Pe rl= 0 497o>54s-�6 r e •t m.. .a THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT MRRR WRLL= 2x3 16"oc ""�" �m od 10-05-21 DM PE WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH FLR JST= 2x10 16"oc TURN KEY / MCKRY s 000 THE DEPT OF STATE WHICH WERE APPROVED ON 4/14/2020 UNDER SYSTEM #M1387-2020-02L CLG HGT= 8'-0" ■■WRRNING: IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON. LABEL - ' 2 STY FLOOR PLRN FLM 000 UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS ITEM IN ANY WRY. ° or. offm T– DRM 08-24-21 1/4"=1'-0" 33277-000 6 6 V<� -------------- --------------- 6 6 ----------- s WP — I ELECT PNL �SMT) I li _ (61 COIL) 4 `--SS3S3FS a' W"Y AFFF _ �- _ -,-_ _ _ _ -- - DD 2 1 5 - - 5 5 � 4 1 I I 2 2 �- - - 3 -- I 15DW---J I 1 I I L———————————— RRC t- I '�—-U) I � UNDER CAB LITES 3 /,l— n L—— I 5-LOCATIONS u0M I R --------I--- R I R R 0 5 143 �— I T3 — ---———————————— 3 -- I 01 I I I 1 40 CFMUO M CR I I I I I 3 5 28" AFF I U7- I 5 I I I I I I 12RRC )MR U) I I I I I LC;F RRC I I I I IUH R -- R ------- L ------ R I I I I 1 I - - � 14-3 TO BSMT SD/JBOX L--------_1' I I I L_____________� -------------------------- FOR INTERCONNECT I I `—— —�I 10 R 5 1 20 1 D3I 1 S D13r-1-- 3 S4 8 yp - - -- l 8 8 0 II II 07 P3 -- J L--+8 ---------------- R C3 �No Q .s I I 42" HRLF WRLL I I I S " tl Mfg". 7 7 I J I I 14-3 TO BSMT Sa/JEOX FOR INTERCONNECT i I TO 2nd FLOCK I I I 8 7 3 WRY SWITCH I I ` ,J � 3- I I I . t3f Stu ``4-9 42" HALF WALL 8 ° 20 ..B.. TO 2nd FLOOR ' S3 ' 3-WAY SWITCH I 71 ' I 11/01/202 i i 1 �--- I �' I 8R 7 20 I r' 1 ---------------- I 7 8 I 7 S3D3S----- , I 8 I 8 8 7 L______-_-_ WHOLE HOUSE MECHANICAL 7 ___________________ 7 WP --------------------- 7 VENTILATION (M1505 2020 RCNYS) u OF BEDROOMS - 4 FLOOR AREA SO FT - 2,486 AIR FLOW REQUIRED - 75 CFM'S AIR FLOW PROVIDED - 99 CFM'S NOTE: GAS LINE PROVIDED 6 IN5TALIJ=D ON-SITE BY OTHERS MINIMUM REQUIRED BATH FRN SIZE - 90 CFM (SEE NOTED CONT. RUN BATH FANS) HEAT SYSTEM: ON-SITE BY OTHERS ■ BATH EXHRUST ERNS (CONT-RUN) USED FOR THE WHOLE HEAT CALC's PROVIDED ON-SITE BY OTHERS TO BE REVIEWED/APPROVED BY THE LOCAL AHJ 1,,; HOUSE MECH VENT SYSTEM SHALL PROVIDE RN RDDTL MIN 50 CFM IN ERMITTENT RIR FLOW. ruse x��oc�m NY NOTE: NOTE: L RFCI PROTECTION & TRMPEREO-RESISTRNT RECPTS. PROVIDED PER 2017 NEC REMIER UILDERS 2 ALL CEILING LIGHT BOXES SHALL BE RATED FOR 50# PER 2017 NEC 31427 (FDO nmewL APPLICABLE BUILDING CODES 3. ON-SITE DECK/PORCH/STOOP SHALL EXTEND UNDER EXT GFCI RECEPT.AS A sits W.OF�QA M NM 2020 RCNYS; 2020 IECCNYS, 2017 NEC SHOWN SO THE RECEPT MAY BE ACCESSIBLE FROM THE DECK/PORCH/STOOP �Pe 4bdl�sjW. Pa TrIM +OMZ46-M ca-.d t rn.�---n- 10-05-21 DM PE THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT 4• REQ'D FRONT & REAR EXT GFCI RECEPT SHALL BE ACCESSIBLE FROM GRADE 09-28-21 DM REV WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH ADDITIONAL "GRADE-RCCESSIBLE" EXT GFCI RECEPTS SHALL BE PROVIDED THE DEPT OF STATE, WHICH WERE APPROVED ON 4/14/2020 UNDER SYSTEM #M1387-2020-02L AND INSTALLED BY OTHERS (BELOW THE MODULES) AT THE FRONT AND REAR TURN KEY / MCKAY 000 OF THE HOUSE SHOULD THE RECEPTS SHOWN NOT BE ACCESSIBLE FROM GRADE PLarNu ■■WRRNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, S. ATTIC LIGHT REQUIRED IF SPACE IS USED FOR STORAGE OR CONTAINS EQUIPTMENT 1 STY ELECT PLAN 000 UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, REQUIRING SERVICING, PER 2017 NEC, SEC 210.70(R)(3) TO BE PROVIDED AND _ TO ALTER THIS ITEM IN ANY WAY. INSTALLED ON-SITE BY OTHERS. o�DRM 09-27-21 1/4"=1'-0" 33277_000 I ------------- I 20 20 � > MR I I 21 20 I I I I I I I ilD CFM/ 40 CFM CR-08 I I ]lUM 21 21 o I ——— I I I I , I I i I J- II ——---------- — r----�—I -r I R I1I +II —, 2 21 21 21 II FI I 2O®IIIIIII 20IISII D 3 020 21 21 20 ———————————————— 20 2 +20 D20 I 20 20 20 14-3 TO BSMT SWBO FOR INTERCONNECT - - 23 23(gr 20 22 - - 20 I SS -------- Ci O st FLR 3—WAY Nil SWITCHES22 22 I I � I I 23 I � I i I I 11/01/202 z3 I 1 23 23 I I 1 ® 22 221 rev: Mw BuLam NY NOTE: PREMIERBUILDERS APPLICABLE BUILDING CODES: A 59=of WWr 1CUM nuc 2020 RCNYS; 2020 IECCNYS; 2017 NEC Pe Pa IT75B n{5701518 895 ca.--+r �—e. SO-28-21 DM PE R THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT �s�n !:L �+d R 09-28-Z1 DM REV WITH THE PLANS AND SPECIFICATIONS RSSOCIRTED WITH THE APPROVAL ON FILE WITH TURN KEY / MCKRY s THE DEPT OF STATE, WHICH WERE APPROVED ON 4/14/2020 UNDER SYSTEM #M1387-2020-02L 000 PLM ■■WRRNING IT IS R VIOLATION OF THE NYS EDUCRTION LAW ARTICLE 145 FOR ANY PERSON, 2 STY ELECT PLRN 000 UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONRL ENGINEER. TO ALTER THIS ITEM IN ANY WRY. ° �0 ° DRM 09-27-21 1/4"=1'-0" 33277_000 46'-O" LINE-A (V N '-' 43 1/4" � R � r ——— ——— —————————————————————————————————————————— ——————————————————————————————————————————————, 1,286 PLF GRAVITY, -268 UPLIFT p F1 I NOTES: I I I I L ALL EXPOSED LUMBER TO BE OF NATURALLY DUARRBLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH RWPR UL I I PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF RWPR UL I I 2 ALL LUMBER THRT IS IN CONTACT WITH CONCRETE OR THE GROUND MUST BE APPROVED PRESSURE-PRESERVRTIVE-TRERTED WOOD SUITABLE FORGROUND I 1 I I 3. SUPPORT COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECRY RESISTANCE OR APPROVED PRESSURE-PRESERVATIVE-TRERTED WOOD. 4. ALL FIELD CUT ENDS, NOTCHES, DRILLED HOLES OF PRESERVRTIVE-TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPR M4. I I 5. ALL NAILS USED IN THE CONSTRUCTION OF PORCHES 6 DECKS SHALL BE TREADED AND MEET THE REQUIREMENTS OF ASTM F 166/. ThRERDED NAILS AS STATED IN THIS DOCUMENT INCL INE HELICAL (SPIRAL) d ANNULAR 02INK SHAM NRILS. WOOD SCREWS SHALL MEET THE REQUIREMENTS I I OF RNSI/RSME RlRR7 BOLTS d LAG SCREWS SHALL MEET THE REQUIREMENTS OF ANSI/ASME 81871 I I co I I 6. FLASHING SHALL BE �RNT METAL OF A MINIUM NOMINAL THICKNESS OF 0.019 INCES OR AN APPROVED NON-METALLIC MATERIAL I I p I I El COPPER ALUMINUM S DOR RCZVOT BE USED IN DIRECT CONTACT WITH LUMBER TREATED WITH PRESERVATIVES THAT CONTAIN COPPER SUCH AS Scar I I 5) I I 7. ALL SCREWS, BOLTS, NRTLS, NUTS, 6 WASHERS FOR USE WITH PRESERVATIVE TREATED WOOD SHALL BE HOT-DIPPED ZINC-COATED GALVANIZED I I STEEL, STAINLESS STEEL SILICON BRONZE OR COPPER. FASTENERS SHELL BE HOT DIPPED GRLVAY D AND SHALL MEET THE REQUIREMENTS OF 07 I I RSTM R 1S& CLASS D FOR FASTENERS 3/8" DIAMETER AND SMALLER, OR CLASS C FOR F 6TE7EIRS WITH DIAMETERS OVER 3/8". I I m I I B. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC-CORTED STEEL WITH COATING I I (1) WEIGHTS IN ACCORDANCE WITH RSTM B 695, CLASS 55, MINIMUM. p J I I S. ALL HRRDWRRE (JOIST HANGERS, CRST-IN- cr) PLACE POST ANCHORS, ETCJ THAT IS EXPOSED TO WEATHER OR IN CONTACT WITH GROUND. I I I I CONCRETE, OR PRESSURE TREATED LUMBER SHALL BE GRLVPblIZED I I I I OR SHALL BE STRINLESS STEEL. HiFl;nWARE TO BE HOT DIPPED GALVANIZED PRIOR TO FABRICATION SHALL MEET ASTM R 653, G-185 COATING. 1 HARDWARE TO BE HOT DIPPED GALVANIZED AFTER FABRICATION SHALL MEET RSTM R1213 1 I I 1I. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN 300 FEET OF R SALT WATER SHORELINE SHAH_ BE STAINLESS STEEL I I❑ I I GRADE 304 OR 316. I B I I 12. HOT-DIPPED COATED ORRTTED GALVANIZEDFASTENERS ST CONNECTORS�REQUIRESHALL D AT ANY CONNECTIONS ROVED BY INTO INTO ESVING JURISDICTION. 2420 PLF I LIN -1 I I 13. FASTENERS AND CONNECTORS INSTALLED IN TREATED LUMBER OTHER THAN MATERIAL WITH R CHEMICAL. RETENTION GREATER THAT RWPA OR UC4A SHALL BE STAINLESS STEL.. GRADE 304 OR M& I 4 I I 51-3" 3'-911 A 1-911 �� 61-4" 6'-4" 3'-2" 6'-911 6,-931 21—C 1 I ITYP� . I a7 .7 `I• .7 C1 .7 �7 lJ I I I 1,700 PLF 1,700 PLF 1,700 PLF 1,700 PLF 1,700 PLF 2,4�FLF 800 PLF B00 PLF I I I I r– –, r– –, r– – –� r– –, r– –, , r– –, r–[AI I I I I I 6-2X10SPF2 I II I I I II to (D I L --t--6--F --$–A-- –$8-- --�—e--A-- – -H— H—E3 i – --H—B--i—=--- –F--B--i+ N I I I I I I j N L---J L---J L-----J L---J 1=6 ---J L---J _ L---J _ _ L��—JI I - - - 7,650#-- - - 7.225#-- 11,556# PL 12,350# PL 10,767# Y 16,180e PL - 19,411# PL 5,400# 15,519 PL I I 11,980# PL -3,775# UPLIFT -3,478# UPLIFT Z 9 -3,478# UPLIFT-3,706# UPLIFT -3,706# UPL IF TI I 1 -3,775# UPLIFT � I 2,925# PL I I dOM CONNECTIONS FOR LISTED UPLIFT LORDS TO BE PROVIDED I I ENO SII L Ir`V = I I I I FROM MODULAR TO FOUNDATION ON-SITE BY BLDR I I ' iso' I I I O pg max` i -J NOTE; FOUNDATION SHALL BE DESIGNED BY R NYS DESIGN PROFESSIONAL WITH I I fr* i I 11 1,000 KNOWLEDGE OF LOCAL SOIL CONDITIONS. THIS SAMPLE PLAN IS MEANT q rpt!.,a 9j: _ I ONLY TO COMMUNICATE THE DIMENSIONAL AND LORDING INFORMATION TO 1 I - : �^ o I I DESIGN PROFESSIONAL SO THEIR FOUNDATION DESIGN IS COORDINATED I 1 ' � � .ma i I N� P/ATE�ORR BOLTS(ER SPACCIN REQUIRED ABLEBBELOW) N=1� WITH THE REQUIREMENTS OF THE MODULAR BUILDING. I I MAX FROM EACH END OF EACH ST LORDS PLATE SECTION "I N 0 M A T I O N R L ONLY" S I I FFR(O lM COM DUULLRRF TO FOIA DA STED ON ON- BY B PRO � i I SLIDING AND OVERTURNING LORDS fx2E RESIS BY 1 I PRESCRIPTIVE fNACHIOR BOLT CONNECTIONS SPACING Cn PER 2015/2018 IRC SECTION R40316 BOLT EMBEDMENT NOTES L R 1/2"X9"X12" STEEL PLATE I5 REQUIRED ON COLUMNS. SHALL EXTEND T' INTO CONCRETE 0 ROUTED CELLS OF 1 I 11/01/2021 I 1 MASONRY UNITS (R4D316) Z SEE FLOOR PLAN, FOUNDATION PLAN AND SET-UP INSTRUCTIONS FOR SECURING I I I I MODULES TO FOUNDATION (COLUMNS, PERIMETER & CORNER ANCHORS (IF REQUIRED)). I I ❑I I 3. RLL GIRDER SPLICES MUST BE LOCATED OVER POST. JAI I `----- ----------- ------------- I I 1,286 LF GRAVITY, -253 PLF UPLIFT I ` -------- -- - ------------------ - ----------------- -----— -- _ 28'-ll 1/2" LINE-B 17'-0 1/2" AO - 1-SIMPSON STHDI4RJ ANCHOR SILL PLATE TO FOUNDRTION 620 PLF SLIDING AND 2" SQUARE WASHER w/ 1/2" ANCHOR ® 18"OC K - 1-SIMPSON HDU14 ANCHOR CONNECTION - LINE-1 & 2 0 PLF UPLIFT BOLT (RSSUME 1/16" OVERSIZED HOLD 1/8" THICK MIN. WRSHER REQUIRED REV. CONNECCTION - LFINE RRTION& B [268(R)/253(B)91 PLF SLIDING DFT BOLT (ASSUME1/16 OVERSIZED H OLE) 1/8' THICK MIN.WASHER REQUIREDMM� � NY NOTE: PREMIERBUILDERSmmm RPPLICRBLE BUILDING CODES: A sW me of MTM'=AM PC 2020 RCNYS; 2020 IECCNYS, 2017 NEC NOTES: L THIS FOUNDATION DRAWING AND NOTES RRE FOR REVIEW ONLY. ACTUAL 0Pa 44a Pa FM 0 670016-M .6-d t � °` ER THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT FOUNDATION DESIGN TO BE APPROVED BY A PROFESSIONAL ENGINEER WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE RPPROVRL ON FILE WITH OR REGISTED ARCHITECT. TURN KEY / MCKAY THE DEPT OF STATE, WHICH WERE APPROVED ON 4/14/2020 UNDER SYSTEM #M1387-2020-021. 2. THIS DRAWING TO BE USED FOR DIMENSIONS ONLY. 000 3. SEE FLOOR PLAN FOR DIMENSIONS OF UNITS & STAIR LOCATION. Llan N; uWRRNING: IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 4. SEE MASTER SERIES DWGS- SHT. NO. 3c d 4n, FOR NOTES AND DETAILS. TS. FOUNDATION LAYOUT 000 UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 5. MAX CENTER FLOOR GIRDER SUPPORT COLUMN SPACING= U-6" (10'-9" NO ROOD LORDS) TO ALTER THIS ITEM IN ANY WRY. ° Br. °F"E `E DRM 10-05-21 PE 1/4"=1'-0" 1 33277-000 RIDGE VENT MRH 12 7 CLG m rn f� f� m 3857 3857 3457 3457 3857 3BS7 :::i EGRESS EGRESS EGRESS EGRESS a0 N m - -- — FLR o 4 N CLG m 0 f� fi A A J// f� 01- NN E 3 ESG 2257-SG 2257-SG 3857 3857 36 2L FLR $ m GRADE RCCESS BY OTHERS P .w �z o 8 ,w. N '� FRONT ELEVATION 2-EXTWALL ERIOR S aR"sHIIPPEDLOOSE SIDING.IELD INSTALLATION BY BUILDER. NOTE: ELEVATIONS SHOWN MAY CONTAIN OPTIONAL OR SUGGESTED FEATURES 3.SIDING FOR ENDS IS SHIPPED LOOSE FOR FIELD �. INSTALLATION BY BUILDER. 11/01/2021 4.STOOPS, STAIRS, HRNORRILS, GUTTERS, DOWNSPOUTS, moi, AND SPLASH BLOCKS PRE FURNISHED AND INSTALLED BY BUILDER IN ACCORDANCE WITH STATE AND.OR LOCAL __ _ CODES. GUTTERS d LEADERS Must BE IIJSTRLLED PREMIERBUILDERS MM "�"""m"m°"m` NY NOTE: ROOFRe�INTERSECTION OF UPPER LECTION VEL-LOWER OOF nmm am m0,oamm� RPPLICRBLE BUILDING CODES: 5.BASEMENT WINDOWS ARE OPTIONAL AND INSTALLED A saw=GF KlCr lXM nc b87 Pa 1#4�Macy. Pa TRW a 070016-M ca..+_t m.�_-0. 2020 RCNYSS 2020 IECCNYSI 2017 NEC BY BUILDER www�rem�er�+i 10-05-21 DM PE THE PLRNS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT 5.THE LAST ROW OF SIDING BOTH FRONT, REAR AND WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH RLL SIDING FOR UPPER LEVELS OF A 2 STORY, TURN KEY / MCKRY sow 000 THE■ WRRNING:TOF STATE, WHICH IT IS R VIOLATION OF THE NYS EDUCATION LRWPROVED ON OARTICLE 145 FOR ANY PERSOER SYSTEM N AND INSTSHIPPED LOOSE RLLED BYRBFIELD OATIO SID INSTALLATION BY BUILDER 000 7.MASONRY VENEER OR FOUNDATION SIDING SUPPLIED FRONT ELEVATION —1 �'bO1 UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONAL ENGINEER, 8 SEE WINDOW/DOOR SCHEDULE FOR WINDOW AND DOOR, or. oaie ,tee imp-�xK TO RLTER THIS ITEM IN ANY WRY. TYPES VENTILATION AND EGRESS AREAS AND U VALUES. DRM 09-29-21 1/4"=1'-0" 33277_000 RIDGE VENT CLG in rn 3449-SG 3449-SG 3BS7 3857 EGRESS EGRESS FLR K -SI Li Irw — CLG X.3 _ too, V 'K My3 r 86 � II o 3437 3437 11/01/2021 3049 3049-30 FLR GRADE ACCESS BY OTHERS GRADE ACCESS BY OTHERS 0 N RERR ELEVATION NOIR ELEVATIONS SHOWN MAY CONTAIN OPTIONAL OR SUGGESTED FEATURES rev: NY NOTE: PREMIERBUILDERS APPLICABLE BUILDING CODES ' A SAN°M OF wry ISM=FC 2020 RCNYS; 2020 IECCNYS: 2017 NEC �y Pa T7758 L57U8 896 �� m�`J` THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT ► ; 10-05-Z1 DM PE WITH THE PLANS AND SPECIFICATIONS RSSOCIRTED WITH THE APPROVAL ON FILE WITH TURN KEY / MCKAY 000 THE DEPT OF STATE, WHICH WERE RPPROVED ON 4/14/2020 UNDER SYSTEM #M1387-2020-02L ■■WRRNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, REAR ELEVATION -1 000 UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS ITEM IN ANY WAY. ° Err. -'0 see m�` DRM 09-29-21 1/4"=1'-0" 33277_000 12 53 119F 5N011 LOAD 7 2x6SPF2 RAFTERS in 16"oc W/ DBL 2x8SPF2 RIDGE BD SEE SYSTEM SHT #8b, DETRIL#1 FOR DORMER CONSTR DETAIL 6 ON-SITE CLG COMPLETION DETAILS 7n m FLR CLG kV 3dcc.1 p 4z 11/01/2021 FLR 0 N LEFT ELEVATION mv: IM NY NOTE: PREMIER B UIL DERS rpm Dm APPLICABLE BUILDING CODES: A SUN°K OF=Wr ON=M 2020 RCNYS; 2020 IECCNYS, 2017 NEC w�wwp ertul ders cnm 177 8 #� m nm rm,.d a 10-05-21 DM PE THE PLANS AND SPECIFICATIONS OF THE PERMIT SET RRE DERIVED FROM AND CONSISTENT SERMS WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / MCKAY 000 THE DEPT OF STATE, WHICH WERE RPPROVED ON 4/14/2020 UNDER SYSTEM #M1387-2020-021. PLM NW ■■WRRNING' IT IS R VIOLATION OF THE NYS EDUCATION LAW RRTICLE 145 FOR RNY PERSON, LEFT. ELEVATION -1 000 UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONRL ENGINEER, ours Dare see ,�.�.0 TO ALTER THIS ITEM IN ANY WRY. �� " DRM 09-29-21 1/4 =1-0 33277_000 53 PSF SNOW ORIFI LOAD 12 �7 2x6SPF2 RAFTERS ® 1611oc W/ DBL 2x8SPF2 RIDGE BD SEE SYSTEM SHT o8b, DETAILxl FOR DORMER CONSTR DETAIL 6 ON-SITE COMPLETION DETAILS CLG m m FLR It00 ',Sx$. :. o 11/01/2021 2257 2257 3z 6Pr�L FLR GRADE ACCESS BY OTHERS 0 N RIGHT ELEVATION mv: NY NOTE: PREMIERBUILDERS rnm APPLICABLE BUILDING CODES: A aks=°F X CY HOIB Nc Pa 2020 RCNYS; 2020 IECCNYS; 2017 NEC 412w Pa iTM +67D18 89s t a""'a i mtr.°` THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT Mars �m„� R 10-05-21 DM PE WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / MCKAY 000 THE DEPT OF STATE, WHICH WERE APPROVED ON 4/14/2020 UNDER SYSTEM #M1387-2020-021. PLM ■"WARNING' IT IS A VIOLATION OF THE NY5 EDUCATION LAW ARTICLE 145 FOR ANY PERSON, RIGHT ELEVATION -1 000 UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, rum�, DKM � ,�„�� TO ALTER THIS ITEM IN ANY WAY. DRM 09-29-21 1/4"=1'-0" 33277_000 TOP LOADED BEAMS ��� SIDE LOADED BEAMS � �� ry � Mrxm43.WKEe-wx�+w11 Vi �ae� ���mCZN �.a mm.:waa z �y.r s soave M= 4 FASTENING REQUIREMENTS FOR MULTIPLE PLY LVL MEMBERSt FASTENING REQUIREMENTS FOR MULTIPLE PLY LVL MEMBERSk 2- AND 3-PLY MEMBERS, NOTES, (2) 1,5' MEMBER BEAMSi 12' OR LESS x 1.5' MEMBER BEAMSi -FOR 1,75' THICK MEMBERS, USE 0.131'x3,5' NAILS IN -USE (3) ROWS OF 0,131'x3' NAILS @ 12' O.C. (575 PLF MAX. UNIFORM L❑AD) USE M ROWS OF 0.131'x3' NAILS @ B' O,C, PLACE OF 0,131'x3' NAILS. -USE (3) ROWS OF 0.131'x3' NAILS @ 6' D.C. (1,150 PLF MAX. UNIFORM LOAD) 14', 16' OR 18' x 1,5' MEMBER BEAMS, -THE FOLL❑WING' SCREWS ARE APPROVED FOR USE IN C2) 1.75' MEMBER BEAMS, ��j USE (3) ROWS OF 0,131'x3' NAILS L 8' 11C, CONNECTING MULTIPLE PLIES OF LVLT -USE (3) ROWS OF 0,162'x3.5' NAILS @ 120 D.C, (845 PLF MAX, UNIFORM LOAD) 20',22' OR 24' x 1.5' MEMBER BEAMS, -SIMPSON SDW WOOD SCREWS -USE (3) ROWS OF 0,162'x3.5' NAILS H G' ❑,C. (1,690 PLF MAX. UNIFORM LOAD) USE (4) ROWS ❑F 0.131'x3' NAILS H B' O.C. -SIMPSON SDS WOOD SCREWS (3) 1.5' MEMBER BEAMS, -USP WS WOOD SCREWS -USE 0) ROWS OF 0.131'x3' NAILS @ 12' O.C. (431 PLF MAX, UNIFORM LOAD) 4-PLY MEMBERS, -FASTENMASTER TRUSSLOK WOOD SCREWS -USE (3) ROWS OF 0.131'x3' NAILS @ 6' O.C. (863 PLF MAX, UNIFORM LOAD) 16' OR LESS x 1.5' MEMBER BEAMS, -IF THE FASTENER POINT PENETRATES A MINIMUM OF -USE 0) ROWS OF 0.131'x3' NAILS @ 4' D.C. (1,294 PLF MAX. UNIFORM LOAD) USE (2) ROWS OF APPROVED SCREWS @ 24' O.C. 75% OF THE 4TH PLY OF THE BEAM, THEY MAY BE (3) 1,75' MEMBER BEAMS, 16' TO 24' x 1.5' MEMBER BEAMS, APPLIED FROM ONE SIDE OF THE BEAMS OTHERWISE, -USE (3) ROWS ❑F 0.162'x3.5' NAILS 2 12' O.C. (635 PLF MAX. UNIFORM LOAD) USE C3) ROWS OF APPROVED SCREWS @ 24' O,C. THE FASTENERS MUST BE APPLIED FROM BOTH SIDES -USE (3) ROWS OF 10,162'x3.5' NAILS a 6' D.C. (1,27a PLF MAX. UNIFORM LOAD) AND STAGGERED. (4) 1.5' OR 1,75' MEMBER BEAMSi -LOAD MUST BE APPLIED EVENLY TO ALL 4 PLIES] -USE C2) ROWS ❑F 1/2' BOLTS a 12' OZ. (580 PLF MAX. UNIFORM LOAD) OTHERWISE, USE CONNECTIONS FOR SIDE LOADED -USE (3) ROWS OF 1/2' BOLTS @ 12' D.C. (870 PLF MAX. UNIFORM LOAD) MEMBERS. -FASTENING SPACING IS FOR EACH ROW. STAGGER NOTES, r r SPACING BETWEEN ROWS OF FASTENERS. -VALUES APPLY TO COMMON A307 BOLTS. BOLT HOLES MUST BE THE SAME DIAMETER AS THE THE BOLTS. WASHERS MUST BE USED UNDER THE BOLT HEADS AND NUTS, -THE SPECIFIED NAILING APPLIES TO BOTH SIDES OF A 3-PLY BEAM, -7' WIDE BEAMS MAY NOT BE LOADED FROM ONE SIDE ONLY. THEY MUST BE 'umw LOADED FROM BOTH SIDES AND/OR TOP LOADED. mmksr was ars Damm -LOAD DURATION FACTORS MAY BE APPLIED TO THE LOADS LISTED ABOVE. p -LVL DESIGN IS SUFFICIENT FOR LVL GRADES WITH A SPECIFIC GRAVITY OF 0.5 OR GREATER. BUILr UP Ct1LUMN FASTENING xp4 1i, [103 NY NOTE: PREMIERBuiLDERS APPLICABLE BUILDING CODES e3 !. r m om 8 A era one of rwcr xor=Nc 2020 RCNY5; 2020 IECCNYS, 2017 NEC 4mm. Pe VM * B `''""' ` THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT L*"e WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / MCKRY s THE DEPT OF STATE, WHICH WERE APPROVED ON 4/14/2020 UNDER SYSTEM #M1387-2020-02L11/01/2021 000 PLAN NW I■■WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, LVL CONNECTION 000 UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, Dux Daree �# TO ALTER THIS ITEM IN ANY WRY. DRM 1 10-05-21 PE 1/4"=1'-0" 1 33277_000 W ND.BQRNE DEBRIS 2020:RQNYS.DEF1N ITIONS.' AREAS fN HURRICANE PROM( :REGIONS.LOCATED IN ONE OF 7HE:F-TOWING._ 1:.,WIT111N.(1).MILE OF.THE COASTAL MEAIV WAT)R:IJfUE 4YHERE 7FIE UETiM#TE. ESIGh} W00,SPEED l5 130'MPH.,(..11).or TREATER :2...IN,AREAS'WHERE.THE ULflMATE:DESIGN WIND SPEED IS 140.MPH.;(!hilt) .or GREATER W1N©=BORNEbEBRIS OPENiNG:.-PROTECTIQN OPTIONS:. 1 PRE-ENGINEERED:WINQ4W/ODOR PROTEGTORS::Iv1liY BE INSTALLED ON'-SITE.,.BY OTHERS (MUST.MEET:ALL.STATE .LOCAL.CODE. RERUIREN10TS) 2.. WOOD.STRUCTURAL PANELS 11 A.MINIMUM THICKNESS OF 7%1V AND MAX:PANEL:SPAN. OF 8':-SHALL.3E PERMETTED-FOR,OPENING PROTECTION IN:ONE.AND TOW-STORY.BUILDINGS:_PANELS•:SHALL,:BE PRECUT.-SO THAT .m Y SHALL BE,ATT C.HFP O.THE FRAMING SURROUNDING THE.::OPENING CONTAINI14G THE. PRODU,C.T WITH THE GWED,OPENING. PANEL. ATTACHMENT $:;SFIRLL.'BE DESIGNED TO RESIST THE :COMPONENTS AND CLAD DING. LQADS..DE-WNED IN: ACCORDANCE WITH.,THE PROVISIONS.OF ASCE 7: ATTRCHMEfVT.IS PERMITTED ACCORDING TO:FASTENING LISTEa'ON Ti+IS:PAGE :FOR Bf11LDINGS.WITFI•A MEAN :ROOF HEIGHT'.OF-¢5'.OR LESS WHERE..WND SPEEDS_D.O NOT EXCEED.180 MPH (Volk)_ 10FRAME.. BOARD. INSIDE. -DINENSI0I4 TO. :BE.. LARGER .'MAN. OUTSIDE DIMENSI.QN, QFTHE. WINDOW ERAME,: AND FAST- E- ED. F0 50L'ID :FRAMING. MEMBEf : 202Q:•.RC'YS TABLE R3Q'1..2_:'1:.2 .. BEHIND SIDING. FASTENER:.sPac+lac. FASTENER 'TYPE: :PANEL..SPAN :4' :<PANEL 6' <:PANEL .4` SPPN SPAN 8 W 00 SGREW-BASED;,:ANGH0 R W1TH. 2":EMBEDMENT"LENGTH. " 5H .. . . 1s Q.. •.N11N:. NQ:;10:WpOO.:SCREW-BASED:ANCHOR. 4TH 2';EMBEDMENT LENGTH i.fi" 12 9° 1:/4" LAG SCREW UASED:.ANCHOR WITH .2" 'EMBEDMENT'LENGTH 1; FASTENERS:SHALL,BE 111STALLLI ON bPP,OSING EhIGjS:'OF ,THE Vd t STRUCTURAL PANEL `2. FASTENERS SHALL BE.LOCATED:A, MIN OF 1 FR01v1'THE EDGE OF THE.PANEL 3. FASTENERS SHALE BE LONG'EN.DUGH`TD"PENETRATE THROUGH:THE EXTERIOR,WALL. CQVERING A MIN.-OF �" INTO.-BU -R '-SHA -BE LOCATED A MIN.;OF ,5.'FRObt THE..:EDGE'.OF CONCRETE BLOCK.OR CONCRETE:. . A. :WHERE SCREWS',ARE.ATTACHED.TO MASONRY QR A50NRY�STUCCO; TfiEY SHALL BE ATTACHED UTILIZING :VIBRATION.-RESISTANT ANCFI.ORS HALING A. WITHDRAWAL GAPACITI"Z 1.50Q# REV: NY NOTE: S �,„��` PREMIERBUILDERS APPLICABLE BUILDING CODES: "sns brK OF MICr HOW&AC 2020 RCNYS; 2020 IECCNYS; 2017 NEC b8T Pa At4 Pa raw •x7 A46-M "_j a THE PLANS AND SPECIFICATIONS OF THE PERMIT SET RRE DERIVED FROM RND CONSISTENT WITH THE PLANS RND SPECIFICATIONS RSSOCIRTED WITH THE RPPROVRL ON FILE WITH 11/01/2021 TURN KEY / MCKRY s 000 THE DEPT OF STATE, WHICH WERE RPPROVED ON 4/14/2020 UNDER SYSTEM =M1387-2020-02L -WRRNING: IT IS R VIOLATION OF THE NYS EDUCATION LRW RRTICLE 145 FOR ANY PERSON, WIND BORNE DEBRIS DETAIL PLM 000 UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, oft e„ ORM 5CFLe JE„—cime: TO ALTER THIS ITEM IN RNY WRY. DRM 1 10-05-21 PE 1/4"=1'-0" 1 33277_000 RDHESIVE ONLY RTTRCHMENT OF GYPSUM MAY NOT BE USED FOR THE FOLLOWING: L DEMISING WRLLS BETWEEN GARRGE RNO HOUSE 2-i6d NAILS THRu sHEATFUSS 2 FIRE WALLS, FIRE BARRIERS, FIRE SEPARRTION WRLLS AND PRRTITIONS, FLOOR 6 CEILING FIRE RRTED RSSEMBLIES. INTO 3. WHERE LRMINRTED OR CORTED GYPSUM BORRO IS TO BE USED. HINGE STRAP a 44Y' O.C. —� 4. WHERE SHEET VRPOR RETARDERS FRE RPPI TO THE INSIDE OR GYPSUM FRCE OF STUD CONSTRUCTION. 5. WHERE LIMITED IN 'KGH WIND DESIGN' RS R FRCTOR OF THE WRLL ASSEMBLIES WIND RESISTRNCE. C0NT RIDGE VENT 125 09a STEET STRAP w/ 7-OlW 2S" NRIL5 ER END 10d NRZLS a 5" O.G ALUM. DRIP EDGE 6 2-0131W NAILS TOED. PRE-MRNUFACTURED WOOD TRUSS:HM585829 (7/12. 16" O CJ L25°7209a STEEL STRAP w/ 7-=lW.5' NAILS ER END SEE SEALED TRUSS DESIGN AND 6 2-0131'x3 0' NAILS TOED. TRUSS INSTALLATION INSTRUCTIONS MT512 ER TRUSS KNEEWALL. TO KINGPOST FOR ANY REQUIRED BRACING INSTALLATION FASTEN w/7 10d XIS' NRILS ER END 6 CZ) 0131'7Ci" TOE NAILS FROM ALUM FASCIA 2-0131''X3.0' NAILS TOED EA TRUSS KNEEWRLL STUD TO PLATEPERFORATED _ 30131'X3 TOE-NAILS FROM KING P05T TO RAIL 12 FIBERGLAS OR FIRE CLASSIFICATIONd PER ' SOFFIT -�' TRUSS TO TOP PLATE 2-16d NAILS THRUM TRUSS7 TYPERSDSZ+l WIND LT RESISTANCE INSTALLED OVER MTS36 ER TRUSS TYPE 15 FELT WITH 18' OVERLAP OR s5$ TO STUD BELOW 7/]6" 058 ROOF SHEATHING SIMPLEX SHINGLE UNDERLAYMENT OR EQUAL MANUFACTURER SUPPLIES RIDGE 36° WIDE AN ICE BARRIER THRT CONSISTSVENT FOR FIELD INSTALLATION 2-lOd NAILS FROM PLYWOOD INNSUL BAFFLE TO PROVIDE RIR OF AT LEAST (2) LAYERS OF 11rDERLRYMENT DIRECT TO STUD BY OTHERS AS PER MANUFACTURERS CEMENTED TOGETHER OR OF R SELF-RDHERING INSTRUCTIONS SPACE FOR ATTIC VENTILATION POLYMER MODIFIED BITUMEN SHEET, SHALL w/WIND WASH ONSULRTION DAM) BE USED IN LIEU OF NORMAL UNDERLAYMENT AND 5HRLL EXTEND FROM THE ERVE3 EDGE TO R POINT AT LEAST 24 IN. INSIDE THE EXTERIOR WILL L1rE OF THE BUILDING CONT. 5/8" OSB STRIPS 5/8" GYP BD CONT. 5/8° D58 STRIPS (SHINGLES INSTALLED PER MANUF SPECIFICATIONS) DBL TOP PLATE DBL TOP PLATE 7/16" 058 SHEATHING R-50 CELLULOSE INSULATION vz" GYPBo W/V.B. TO WARM SIDE 2x3 SPF SLs2 a 16 OC FIRFBLOCK BETWEEN MODULES o ON-SITE BY OTHERS PER STATE 2x6 SPF s1/*2 a 16" orp RMLOCAL CODES BO R-21 FIBERGLASS JOIST HANGER w/V B. TO WARM SIDE v7' GYPBD R]R/MOISTURE RESISTIVE BARRIER SINGLE BOTTOM PLATESINGLE BOTTOM PLATE 19/37' OSB FLR SHEATHING 42x1.0FL) s1/s2 CENTER GIRDER PER HALF CLEAR SPAN ROOF BERMS LOCATED OVER FLUSH 2-2x1.0 SPF si/s2 FLR RAIL 31" FORM INSULATION R-202 �I1 2 ROWS O H Ed NAILS BE SECURED TOGETHER W/7- a 16"oc 2x10 SPF sl/s2 a i6" O.C. W�-= NAILS � LEG SCREWS RT 24° O.C. 1-2x6 SPF s1/s2 L.STR18 a lE'oc 2x6 SPF 4^2 Is 16" O.C. W/7-10d NRILS ER LEG 1-242 SPF s1/s2 FLR RAIL 911 R 1-2x6 SPF s1/s2 SHEATHING NRTLID w/2-ROWS 0113"x7' NAILS CONT. 5/8" OSB STRIPS `5/8" GYP BO 1-2x12 SPF 1/*2 RAIL R-ID 31 3/6'AW LAG a 32"oc WALL STUDS TO FLOOR BRND. DBL TOP PLATE CONT. 5/8" DS8 STRIPS INSULATION V�R 2nd STY FLR RAIL TO -1 6 2 6"oc DBL TOP PLATE 1st STY FLR RAD.. 7/16° OSB SHEATHING ONE HALF, LSTRIB 2nd STY FLR RAIL TO 1st STY FLR RAIL 15'oc W/6-10d NAILS 0131'X3" TOE-NRIL D EA LEG LINEA d B 6'bc LINE-1 d 2 3"oc ADR/MOISTURE - 2x4 SPF s1/s2 a 16" O.C. RESISTIVE BARRIER L7' GYPBD tic) IST HANGER JOIST HANGER SHEATHING NAILED w/2-ROWS 0113°x2" NAILS 'A a) FLOOR BAND TO CEDING BRNO. LII E-R d B 6"oc 2x6 SPF s1/s2 a 19, O.G R_21 A� LINE-1 d 2 6"oc 1/2" GYPBD w/VB. TO WARM SIDE DIf�CI LONG T a ' O.C. SHEATHING NAILED w/2-ROWS 0113''X7' NAILS CEILING BAND TO WALL STUDS. LINE-R-30 FIBERGLASS R45LLATION SINGLE BOTTOM PLATE 19/37' 058 9HERTHING 8 a 16"oc LINE-1 d 2 6"oc SINGLE BOTTOM PLATE w/V.EL TO WARM SIDE, BY OTHERS 3-2x10 SPF s1/s2 CENTER GIRDER W/5-113d NAILS ER LEG 2-2x10 SPF 01/02 FLR RAIL PER HALF (6 TOTAL) SHERTH94G NAILED W/2 ROWS 0.11352 NAILS 2x10 SPF s1/s2 a IEPI O.GWALL. STUDS TO FLOOR BAND ALONG BOTTOM LSTfi18 a i6 oc EDGE OF PANEL ao SILL PLATE. 2x6 min (PRESSURE TREATED) W/5-lOd NAILS ER LEG LINER d B 4"oc JOI57 HANGER LINE-1 d 2 6"oc SILL SEALER FLOOR BAND TO SILL CONNECTION } LI -1 6 2 W//SIMPSON LTP�4 AILS 6 '4 L 7 0131"X3° TOENAILS 6"oc NOTE: ��` �. ,� RLL MRTERIRLS & LRBOR REQUIRED BELOW R, �§' �-SHEATHING NAILED wii-Row 01137Q" NAILS BOTTOM OF FLOOR JOIST BY OTHERS. �� ��" ' FLOOR BAND TO SILL PLATE ALONG BOTTOM ' x -� BOLT 48 � LONG EDGE OF PAPE]._ v LINE b B 3"oc ' LINE-1 3 2 70c FIREE_OCK BETWEEN MODULES oNsrE BY OTHERS ESTATE E ny_cross_sections AND LOCAL_ CODES PON SPROWD IiNE ffDl EXRaRCim RM NY nOTE "" ^- 07 Pe�ANf�cy.Pe 9M 0070 Od71 L lm,Al�.!t APPLICABLE BUILDING 2020 RCNYS: 2020 IECCNYS: 2017 NEC THE PNS ASPECIFICATIONS OF THE PERMIT SET ARE DERIVE° FROM AND CONSISTENT 11/01/2021 DETAILS IAND TTHE t� OF SSSTAT�E, WHICH WERE APPROVEONS D ASSOCIATED WER SYSTEM RM W---207.0 021 -WRRNRa IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON. CROSS SECTION - TWO STORY MONO ma DETi UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONAL ENGINEER, puN er: Dare SW E ONC t� TO ALTER THIS ITEM IN MY WRY. DRM 10-05-21 PE 1/4"=1'-0" 392,R8-000 3"VTR NOTES VACUUM RELIEF VALVE REOUIRED ON THE SUPPLY- TRR OR CAULK AROUND SIDE OF•BOTTOM-FFD°WATER HEATERS. L FOR RING FOR NOTES.SEE SI 3a. PERIMETER OF VENT 2 R.INSP CTEODR' RELIEF VALVE,FIELD INSTALLED AND ONE PIECE METAL CRAWL SPACE-TO EXTEND ABOVE FIRST FLOOR AND SLEEVE OR SELF- WITH S°MIM RER(�. CAULKING RUBBER Y T&P VALVE BASEMENT-TO EXTEND BELOW FIRST FLOOR AND BOOT SHUT-OFF CPVC OR COPPER T6P DISCHARGE PIPE(5RME DIRM. DIRECTED SAFELY TO EXTERIOR WITH DIRECTION 3"VENT EXTENDS OFLASHING EXPON DOWN SIDE SED AS VALVE X-r'OUTLET]DRAINED TO PAN. IF DISCHARGE B TO BASEMENT SADEQUATELY"AN MIN. 9'MIN. DIRECTED PREP.SAFELY PIPE IS PD(-1"PIX OK FOR 3/4"T6P OUTLET. IW ABOVE ROOF.IF ROOF DRYWALL COMPOUND TUB OR SHOWER ORRIN T6P DISCHARGE PIPE MRY DRAIN INTO AN IIS]IRECT VALVE IS TO BE PROVIDED. USED FOR ASSEMBLY, G LOCATION OF WATER HEATER USED FTf FILL PIPE WFISTE RECEPTOR DDT INTO THE PFN1 VENT TO EXTEND T 1x2(ALL 4 SIDES) HEATER IN ABOVE THE ROOF. PENETRATIONS FASTENED TO DECKING 3/4r WASTE RECEPTOR DRAIN PIPE MAY BE PVC. �W�p ION ITRB�SMT OR RR WITS.SEE FLOOR PLAN. FIELD INSTALLED BY is,DIRM[min. BASEMENT OR RRISED RANCH-WATER HERTER IN BSMT. TYP.FLOOR DECKING OTHERS AIR GRP r 3. SEE SHEET 6s FOR TYPICAL FIXTURE CLEARANCES. 2x PIPE DIRK MIN. W.H. 4. INTERCONNECTION OF PLUMBING BELOW FLOOR TO BE c�3 to 2"OR 1-1/2'REDUCER TYPICAL METAL PRN OPTIONS: GRLV.STEEL AT 0.02ST ACHIEVED OVIF7�IDCODIEES DL BY BUILDER IN ACCOROFINCE WITH REDUCER T'0 OCCUR 1T INSIDE THE THERMAL TYP.FLOOR JOIST MIN THKNS•2 or ALUM PRN RT 0.023fi•TF90N5. S. INOIVIOUAL PLUMBING SCHEMATICS AVAILABLE UPON ENVELOPE IN AREAS WHERE THE 97.BX VALUE ELECTRIC WATER HEATERS ALLOWED IN A HIGH- REOt1EST FOR COMPLETION IN FIELD.MT I'FiRT OF P?PROVIiJ FOR OUTSIDE DESIGN TEMP IS O-d.9 F OR LESS. lrz"MIN DRYWALL FIELD FIN FLOOR IMPAOT PLASTIC PAN 0.036°MIN THICKNE55 AS AN 6. INDIVIDUAL FIXTURE SHUT-OFF VALVES RRE OPT.OR AS (SEE FIG.R30L2(Ill INSTALLED BY OTHERS AFTER OPTION(SEE NOTE•5 BELOW). PAN LS"DEEP MIN CODE REQUIRES. 1x2 FARMING IS SECURED TO 7. FROST-FREE EXT.HOSE BIBBS ARE OPT.OR RE REOO. DECKING A INTERCONNECTION%VENTS TO BE FACTORY MADE 1°PVC ELL WHERE PRACTICAL ABOVE CEILING. ,T C 9. WET VENTING IS ALLOWED WHEN DONE IN ACCORDANCE V NT THR I ROOF ]FIRM FIRE TOP RT TUB RND SHOWFR- FIEI D H- i INDIRECTLY TO A HAZARD FREE WITH GOVERNING CODES. 1"MIN LOCATION TO BE RFPROVED BY 10. IN 2 STORY UNITS.PLUMBING SYSTEMS ARE SEPRRRTE FACTORY INSTRLLRTION CPVC TT'}E DRAIN LINES UPSTAIRS FIRE NOT CONNECTED TO VFNT TO HOME LOCAL BUILLHING(FFICIFi. LIINES DOWNSTAIRS.VENT LINES FOR DOWNSTgIR5 ARE SEE ALSO PLUMBING NOTE•33.SHT 3b SUPPLY FOUNDATION FIELD FACTORY INSTRLLED UPSTAIRS.DRAIN LINE FOR UPSTRERS ROITIf PROOF ARE FACTORY IN5TPLLED DOWNSTAIRS.PLUMBING IIN ZND STORY FLA.TO EE INSTALLED BY OTMFR IN FIELD THRU T. ENTRANCE(FIELD) UNFIN CLG.BELOW PLUMBING LINES.BLDR TO COMPLETE L2" 3/4"IFIELOI 3/4°INI_Ef(FIELD) P�LOQ C(EEDREPLUMBTNG I5 INSTALLED AND TESTED 11 NOTE RESERVED FOR LATER USE MAIN SHJT- OFF FIELD) 12. ACCESSIBLE TRAPS ONLY SHALL BE REMOVABLE WITH CONNECTION TO SINK FIXTURE CONNECTION TO WC WRTFR HFATFR SUPPI Y UNION IN TRAP SEAL OR HAVE CLEANOUT OPENING SAME SHUT-OFFS AND FACTORY d ATFL INSTALL ATION UNIONS!TRAP. )OUTS OR SL�0�S.''HALL NOT HAVE WASHER HOOK-UPS FOR WRTFR HEATERS FACTORY INSTALL FTI 13. WHEN VINYL IS INSTALLED ON FLOORS IN BATHS OR UTILITY AREAS.VINYL CAULKING 15 APPLIED AROUND OPT.SHUT-OFFS 1/2' OPT.SHUT-OFF NOTES: WRTER CLOSET, FIND EITHER 6 FOOT HIGH FIBERGLASS 1-FUEL-FIRED WATER HEATERS SHALL NOT BE INSTALLED SHOWER 6 BRTH(WITH SHOWER]WALLS OR 5 FOOT IN A SLEEPING ROOM BATHROOM OR R CLOSET RCCESSED HIGH MOISTURE RESISTANT GYPSUM WALL PROVIDED W THROUGH R SLEEPING ROOM OR BATHROOM FACTORY FOR SITE RPPLIEO TILE OR 6 FOOT HIGH 2-INSTALLATION SHALL BE PROTECTED FROM FREEZING. MOISTURE RESISTANT GYPSUM WALL PROVIDED IN PRESSURE TEMPERATURE RELIEF VALVE SHALL PIPE TO A VISIBLE FACTORY. VINYL CRULKING 15 APPLIED AROUND AIR GRP AT FLOOR IN THE SAME SPACE 1/2" L2" 3_WHEN WH 5 ON FIRST OR SECOND FLOOR ASWA PAN SHALL BE PROVIDED ATER HERTER. UNDER CRRPET.BATHS.R PIECE WATER 4 MIL MIN.PLASTIC IS LAID �• 6 ITS DRAIN SHALL PIPE BELOW FIRST FLOOR DRRIN PROVIDED IN THEN CARPET IS INSTALLED. 15 CAULKED W/VINYL OPT.SHUT-OFFS FIN FLOOR PLANT FOR SECOND FLOOR UNITS.ORRIN SHALL PIPE 6 DISCHARGE 14. ORgIIN SIZE FOR 3 WATER CLOSETS SHALL 8E 4°MIN FIN.FLOOR i FIN.FLOOR INDIRECTLY TO R HAZARD FREE POINT. 15 POTABLE WATER SUPPLY OUTLETS SMALL HAVE THE PAN SHALL NOT BE LESS THAN 1 1/2'DEEP H I C Allen SHALL BE OF SUFFICIENT SIZE AND SHAPE TO THE OUTLET END OF THE R DISTANCE ABOVE THE I FM FLOOR H i RECEIVE ALL DRIPPING OR CONDENSATE FROM THE WATER FEATTER FLOOD-LEVEL RIM OF THE FIXTURE OR RECEPTACLE.TO C H I S-TANKLEEYSBWH DOES E PLASTIC CONSTRUCTED OF R MATERIAL WITH R PROVIDE AN RIR GRP COMPLYING WITH P290291 FLRME-SPREAD<or=25 ANO A SMOKE-DEVELOPED INDEX OF Jr. TWO-FRMILY OR MULTIPLE OWEL.LINGSONE-FRMILY CRAWL SPACE FIELD ST LffD]. KITCHEN SINK RND I RVRTORY SUPPI Y TI IB/SHOW R Sl Y WASHER SUPPLY WATER CLOSET SUPPI Y <OR=450 WHEN TESTED IN ACCORDANCE W/F15TM E94 OR UL723. WATER SUPPLY PIPING SMALL BE EOUIPPED WITH ONE VALVE TO SHUT OFF THE WATER SUPPLY TO PIPING FR TORY IN TR I RTTON FR.TORY TNSTA I RTION FR TORY IN TR I RTION FRCTORY INSTAL I RTION FIXTURES AND EQUIPMENT IN EACH DWELLING UNIT WITHOUT INTERFERENCE WITH THE WATER SUPPLY TO OTHER DWELLING UNITS,OR OTHER PORTIONS OF THE BUILDING.SUCH DWELLING UNIT CONTROL VALVES SHALL 3.VTR BE LOCATED WITHIN THE DWELLING UNIT 50 CONTROLLED. 17. RIR ADMITTANCE VALVES SHALL COMPLY WITH SECTION P3114, 16. VENTS FOR FUTURE FIXTURES SHALL COMPLY 1 I/Z' WITH SECTION P3L04.G. ' 19. SROOLF-TRP FITTINGS MAY NOT BE INSTRII 3"VTR 3°VTR � t1 1/2" 18°MIN.42'MAX. 2'5TRNOPIPE 1 1/2' i 1 L2' i �r I LIZ, I SAN TEE SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL FTTL FLOOR TRIP LEVER ! FIR FLOOR SRN AI. TEE 5'TO NE ��° .. C�NjG oY SAN TEE JWASTE i OPT.DBL.BOWL FOR MAINE 2, .�_SAM TEE / �� i i 1 1/2"P-TRAP Z'P-TP47 FIN FLOOR r�� o ' i ', ' 1 Irz" FIN.FLOOR °x �' l _ \ a�tlB Z 2° 1 1/2 `1 1/2°P-TRRP ,Ok JYa3T'A'IeC1� Z'P-TRRP SHOWER DRRIN d VFNT BATHTUB DRAIN P, VENT i RVRTORY DRAIN d VENT WASHER DRRIN d VFNT 2221] FACTORY INSTA LITTON FACTORY TNSTRIIFD FRCTORY INSTRLLFO FACTORY TNSTRLlFn . DEPARTMENT OF STATE DIVISION OF BULDING STANDARDS AND CODES ALBANY.NY 1797N]""1 SLmpdApp-1 fora S.Irxi N"drl o Component M1387 2020-021 Apr14,2020 3"VTR , 3"VTR 3"VTR M.L th fs No. Apphafian W. Dat..IAppmd DISHWASHER(OPTJ DRAIN LOOPED VENT 6 DRRIN LANES I I FUTURE VENT MAY BE I NOnce Tnhgporai. d..avtol�.r "�dm.l•mr m UNDER LT.OR THRU RIR GRP FROM Ind F.R.ON SITE ' ' I DELETED WHEN CLOTHES I u=m"p•(Mo�trlum®.rm®I°ew�.wlydmmrnmy„mm,mw.1-4.. PER MAMA.INSTRUCTIONS t31'BUILDER RND PRE NOT 3'VTR FROM i i SECOND FLOOR WR IS ON FIRST OR Q.nronrwo.. amis aon,. eBr HoaarUasm,.mo,. TO BE TIED INTO VENTING f 1st FLA.FIXTURES t I I A"smreNdm ..mt n aror.p.o,-by--ten.Dam�wCA i FROM 1st FLR.FIXTURES I I i 1 lrz" �I i 2" �..,_.i/F,''✓r. gy �r A' I 1 Irz° I I 21 MID' �y J*h JL Addaro.PE Dre DmddTh—,k RNAIA SINK DRAINS 1 WENT 3'DRAIN FOR ' 3° FOR MAID i DISPOSAL � I 2nd FLR PLUMBING COPT.) DISPOSAL ' I I SEE NOTE=18 (OPTJ 45'ELL5 ' 45°ELLS i 1 t I SAN.TIS MASTER SERIES CONT.WASTE t I I SFIN TEE T T 4°x3"W.C. ' T T 4°x3"W.C. ' COM.WASTE 1 1/Z'• °Y"BRHId(01 FITTING ' FLANGE � FLANGE ' •1 I/Z'P-TRRP 2"P-TRAP FIN FLOOR t t FSNL i RLL MODELS ' FIR FLOOR PLUMBING FIN.FLOOR FIy Flp(pR CAPPED 6 LABELED •2°W/DISHWASHER OR AS CODE REQUIRES FIN FLOOR MUNCY HOMES, INC. KITCHEN SINK DRAIN d VENT OPTTONRI_ OTSHWASHFR RISER SCHEMATIC MAIN VFNT STACK__ R W(c 5FGONDARY VENT STACK d W.G. Fl ITU IRF VENT TNSTA I Ff] FOR MR RND NH 1567 PR ROUTE 442 FACTORY INSTRLLRTION FR_TORY iNSTA LITTON CRPFSIN EBCTORY INSTBLL ON FACTORY INSTRLLRTION RND RS GODS REOl1IRE5. OR RT BUTLERS REOLIEST MUNCY, PR 17756 SEE SHEET 3b,GENERRL PLUMBING FRCTORY INSTALLATION EACH VERTICAL UNIT SHALL HAVE ONE (FACTORY iNSTAI I RTTON FOR BASEMENT MODELS) DRN BY DRTE SCALE REV. SHT. NO. NOTES(NOT FOR K7) MAIN 3 INCH MINIMUM STACK DATABASE\6 NAME MJL 3-22-91 NONE 2-07-2020 6b O6\6b NOTES L FOR RPPLICP.BLE NOTES,SEE BHT 3b RNO tb. 3 VTR I SITE 9r TEE 3 VTR 2nd STORY CE1I.IIJGi3 51��'I TSE � TEE i 7EE 2nd STORY CEILING 2nd STORY FLOOR /-I% l•``t i -'� /r o-L 2nd STORY FLOOR O_Lti ht STORY CEELIN �i 1 t/z �T D��' ; 1st STORY FLOOR 1.1`21`!i ESL ELL ELL --'- 1st STORY CEILING i - I I I t 1st STORY FLOOR 1 R? �' I� 3'VTR tTEE ' FLL ' I KEY: TEE 1 LT 10 Nant 51'a/r SITEElL 1�.`'i 13 i i i KEY: LT=LONG TURN 'g� 1% ' ' 1 ,ia EI_L ELL I TEE i I i LT=LONG TURN LT TEE 3C �''L ELL I I ' 1 ' I I I TEE TWO STORY [SEF SHT 2k it SL. 3 4' ' SITE DWV SYSTEM SITE - ° -TEE � lid I ' i�I I lav 9 NOTE:2 LRVS SHRLL HRVE r. s1TE1 ng TEE i i i I I i —TEE jL F11 I BATH 3 -1, I LT ELII I LT TEE ,[E- 2"WASTE WHEN COMBINED m I �2-vz' >;- I I I SITE REFER TO FIXTURE DETAILS FOR TARP MA 11(1' i3• f t1L ''f 6TTTt x I i e.d 11/z' PIPE SIZES NOT SHOWN IN THE 5CNEMRTIC. ieaii z * `` FIRST FLOOR FIXTURES SKRLL CONNECT INTO I WH I I 1 1 ELL SITE I STYE W.C.LT ELL p 3/'l ELL HORIZONTRL BUILDING ORRIN MORE THRN 10 PIPE ' I ' M, � f Li TSE � e ' DIRMETERS DOWNSTRERM OF STACK BRSE RND TEE 1 F ELL i�vr TPF i `y �. I I LT ELL I f NOT CONNECT INTO SECOND FLOOR ORRIN STRCK U BE i '`` - ' SITE i + F� I I R LISTED THROUGH PENETRRTION FIRESTOP 1 a i -�yTy ' `Fvr LT E11 z• ' TEE I un-LLTE i r SYBTEM SHALL BE USED IN THE FLOOR/LEILWG 111 LT TEE I T ' ' I D`e FIRE RRTED RSSEMBLY. 1 I I 1 �' E� li Vr 11/xl I I yllr,' LT TEE 1 `SAE Ir I I TEE Z. F ''-'- 1 I? ' TEE I I 5=TEE` ``3.1? N X:r ' 11 i�1'Ul ELL + ELL` may.-'SITE` Z' I TEE TEE rLEM ' `� L�TEE I TEE ' 8\�'C�FLL IEL. 'T" ` LT E1L 1 V2'I LT TEE 1 TEE ; TEE. J; fSTn1 l ' ELL TEE- I Y +" LT ESI_ WH 1,1/2' WTE rE1L SITE�`� ELL L8Y _tl� I TEE SITE ��� SPRCE RESERVED FOR THE NEW YORK STRMP OF RPPROVRL ' TEE S1TE {q'lJ_!. All,Ell 11? ```'? ELL I 3 3' I1/S OR Z. SIZE I]/2'OR 2 '� a� • LT TEE SFE�- TEE SEE DETRIL t( I TEE fla4'MFM SITE 3• 1 V µ I E�.t'a LT E71 LT Ell 1 j I LT ELL 1? 1? 1 1 1 t ELL W/ - I I }} SME BLET 5 Y T LT TEE' V2' TEE 1 ERTH x LT ELL_/�� LT ELL f DWON PIPE E.DTS- UML SITE 0411E DOMECTLT 1 12� TO TICK TO EE ti1' TEE 3 �BY�f� i ELL I °'L LT ELL TWO TORY ( F 5HT.a2i & 2k7 I TEE. ` �' x DWV SYSTFM T TEE ,,'1z WTE NOTE:2 LRVS SHALL HAVE ELL1 7EE i TSE ail 1/t 2'WR57E WHEN COMBINED SEE � -T 3 45 ELL J PIIPPE�51ZE5 NOTRSHOWN IN THE SCHEMADETAILS FOR TRAPTIC. STTE SITE LT ELL 1 LLT ELL FORST FLOOR FUTURES SHALL RE THR WTop DtPARTMENrOF STATE 3 HORIZONTAL BUILDING DRAIN MORE THAN 10 PIPE srlE ,�Lr TEE OIHMETERS DOWNSTREAM OF STACK BASE RIJO Dm51oN OFB��NY1�-ODI CODES ``L7 ELL NOT CONNECT INTO SECOND FLOOR ORRIN STACK SbmpofAppr l fora System,Nodelsr Companmt ELL M1387 2020.021 Apr 14,2020 W—f.h.e.Na Appl f.M. D.W fApprmd NDnfE:TAbappos+la eppiraNemt/b a,ma�&.f wM-,.adloea Euldmgs Vdadda)NNw 1de[sltlend sssvnNM el w ft*,mmubdveis bca'. TM appovalslW mlrefisewrmadadtsv Yen m bity fa d,wb eras mmvm tvnwepprveddsmiade 112141, —By AA ete eelaltl rvk nad b�evewN ipr spPm+l EY Itm bel C/od7a 6daasned ORi®L .bM)L Add b.PE,Dummy D—idThmasd„iWAIA cifllt.l4�d . MRSTE2 SERIES P RLL TWO STORY MODELS iC a� PLUMBING MUNCY HOMES, INC. 22220 1567 PR ROUTE 442 MUNCY, PR 17756 DRN BY DRTE I SCRLE I REV. SHT. N0. DRTRBRSE NAME REH 3-10-97 1 NONE 2-07-2020 1 6b1 06\6b_1 CED 10d NAILS,16.O.C.ON SITE RIDGE TO RIDGE DETRIL a2 DETAIL�.1 4 6 5/12 28W PSON LSTA36.20g STRAP OR FIELD WORK 4 6 5/12 C'.8W MAn SIMPSON L5TR36,20g STRAP OR F RK FIELD WORK EQUAL OVER RIDGE 6 (TION a 48"o.c EQUAL OVER RIDGE 6 FLIP CONNECTION a 48•o.c MAX WITH(51 IOd NAILS PER SS(SITE). CONT.RIDGE VENT.SEE NOTE al MAX WITH(5)10d NAILS PER LEG INTO TRUSS(SITE). CT)10d NAILS 16"O.C.ON SITE RIDGE 7 6 9/12(ALL W)6 5/12(31WD 51MPSO 20g STRAPS 7 6 9/12(ALL W)6 5/12(31WI SIMPSON LSTR18.209 STRAPS LIP EA OR EQUAL OVER RIDGE 6 FCONNECTIONS a GE BM 2x4 SPB F•3 OR EOURL OR EQUAL OVER RIDGE 6 FLIP CONNECTIONS 48"o.c CONT.RIIX;E VENT.5 •1 MAX WITH(S 10d NAILS PER LEG(SITE) k4 MAX WITH(5)10d NAILS PER LEG(SITE). PRE-MANUFACTURED WOOD TRUSS 2z4 5 EOURL (BY OTHERS)AT 16',192°OR 24"O.C. ALT.CONNECTION FOR 4 6 5/12 28W MAXI ROOFS IP.O OF THE 2x4 ALT.CONNECTION FOR 4 6 5/12 C28W MAX)ROOFS LRO OF THE BEAM SEE SPECIFICATIONS MANUAL RIDGE STRAP,A 2x4 COLLAR TIE MAY BE INSTALLED W/(4)lOd IDd NAILS a 12'O.C.PLATE TO PLATE(SITED RIDGE STRAP.A 2x4 COLLAR TIE MAY BE INSTAR I m W/(4)10d 1x4 FOR TRUSS DESIGN DRAWINGS NAILS ERCH END JUST BELOW THE 2x4 CONTINUOUS PLATE WHERE NAILS EACH FJm JUST BELOW THE 2x4 CONTINUOUS PLATE WHERE 2x4 THE FLIP AND TRUSS TOP CHORD MEET. THE FLIP AND TRUSS TOP CHORD MEET. _ lOd NFl1L a f2'O.C.PLATE TO PLATE(SITE) KNEEWRLL SIMPSON MT512 ALT.CONNECTION FOR 7 6 9/12(ALL W)6 5/12(SIM ROOFS' IP.O ----- 1101b LATERAL BRACING TO BE ALT.CONNECTION FOR 7 OR 9/12(all W)&5/12 C3 IP.O - -- CONTINUOUS LATERPL BRACING TO BE RAFTER TOR THE RIDGE STRAP,A 2x4 COLLAR TIE MAY BE B45TRJ-M E° CEO,ATTACH WITH 21 Bd NAILS THE RIDGE STRAP,A 2z4 COLLAR TIE MAY - -2.4 -- W/ - EOl1RLLY SPACED.ATTACH WITH PJ Bd NAILS EOURL,a 48' W/(4)10d NAILS EACH END JUST BELOW THE RIDGE BROS. W/(4)10d NAILS EACH END JUST RIDGE BROS. O.C. L,a RS R SUBSTITUTION FOR THE STRAP CONNECTING THE TRUSS DETAIL afi AS A SUBSTITUTION FOR CONNECTING THE TRUSS HINGE,SEE DETAIL a6 INSTALLED. TRU55 TOP CHORD TO THE FLIP RAFTER,A 2x4 PRE-MANUFRCTU TRUSS TRU55 TOP CHORD LIP RAFTER,A 2x4 COLLRR-TIE MAY BE INSTALLED W/(4)10d FOR FASTENING, 2x PLATE (BY OTHERS)RT 1E'.192 " C. COLLAR' INSTRLLED W/(4)10d FOR FASTENING, NAILS EACH END JUST BELOW THE 2x4 SEE DETAIL all SEE SPECIFICfiTI0N5 MRNURL FN END JUST BELOW THE 2x4 2x PLATE SEE DETAIL all 12 KING POST CONT PLATE WHERE THE FLIP AND (SITE) KING P05T TRU55 DESIGN DRAWINGS T PLATE WHERE THE FLIP AND TRUSS TOP CHORD MFI_T. ____________ _ ___--__ ---_- 12 P CHORD MEET. 'ITE) _-_Z.-- - __= 3' __ _-_-_- _ KING POST 4,5,7.9 FASTEN BOTH ENDS OF ___ __ _- - _ 4. MTS 12 W/l7)10d:1 yr ALT. KING POST FLAILS FD-1D INSTALLED CONNECTION OPT ;= FOR 24'AND 29 WIDE INSULATION 1/2°OR 5/B•GYPSUM BOARD ROOF IN5IILATION FOR 24'AND 2fi'WIDE INSULATION 1/r OR 5/8 GYPSUM 50 CONT.PLATE ROOF INSULATION UNIT OVERHANG DETAILS, TYPICAL ON SITE FASTENING DETAILS BAFFLE TTP. ��TYPICRL 2z4 OR 2x6 SIDEWALL CONT.PLATE UNIT OVERHANG DETAILS, BAFFLE TYP. SEE DETAIL a4. SCRLE: NTS SEE NOTE a4 ( R 5/8"x2 12" SEE DETAIL•4. SEE NOTE a4 �MPORE59ION 51TRIP FOR 2B WIDE UNIT COMPRESSION STRIP FOR 28'WIDE UNIT TYPICFIL 2x4 OR 2x6 SIDEZJALL OVERHANG DETAILS, TYPICAL 2x3 OR 2x4 MARRIAGE WR OVERHANG DETAILS. SEE DETAIL-S. SEE DETAIL 15, TYPICAL 2.3 OR 2x4 MARRIAGE WALL UNIT wi°nH WIDTH TYPTCRL ON SITE FASTENING D TRI S - 4, 5, 7 OR 9/12 OPTTONRL OFFSET ROOF SITE FRSTFNINQ DTR - 4 7 OR /1 SCALE:3/8'=1'-0' SCALE 3/8=Pd' DETRIL x3 x DETRIL #5 DETRIL #6 Rak"TION BAFFLE TO PROVIDE AIR SPACE FIBERGLRS OR SELF SEALING SHINGLE, FIELD WORK FIELD WORK FOR THE GABLE OVERHANG BLOCK TO RAKE CONNECTION OR FOR C VENTILATION TYPE 15 FLIT WITH 18'OVERLAP OR FIELD WORK GABLE OVERHANG INSIDE RAKE TO TRUSS CONNECTION. SEE N E a4 FIBERGLAS OR SELF SEALING SHIN .55 SIMPLE(SHINGLE LWOERLAYMENT SEE FASTENING SCHEDULE TYPE 15 FELT WITH 18'OVERLAP INSULATION BAFFLE TO PROVIDE AIR SPACE OR EOURL 3S"WIDE T ICE BARRIER 1'MIN. SEE SET-UP INSTRUCTIONS FOR EXTERIOR SOFFIT. a55 SIMPLEX SHINGLE UNDERLAY THAT CONSISTS OF AT LEAST 21 LAYERS FOR ATTIC VENTILATION, 2„ FASCIA.J-RAIL AND DRIP EDGE TO OVERHANGS SITE WORK. OR EOURL 36"WIDE AN ICE S OF UNOERLAYMENr CEMENTED TOGETHER SEE NOTE 4 THAT CONSISTS OF AT LEAST I LAYERS OR OF A SELF-FlDFERING POLYMER MODIFIED TR1155 L2^ OF OF ASELF-RD CEMEN TOGETHER BITUMEN SHEET,SHALL BE USED IN LIEU HINGE STRAP Mqk ROOF SFfffTTFQNG BI OFA SELFT.SHALL P YMER MWIFIED OF NORMAL UNDERLRYMENT AND SHALL 11 48"O.C. BITUMEN SHEET.STALL USED IN LIEU EXTEND FROM THE EVES EDGE TO A OF NORMAL IMOERLFlT ANO SHALL POINT RT LEAST 24 IN.INSIDE THE 2x4 SPF STUD GRADE OR EQUAL TRUSS AT END WRLL z - POINT AT RT ROLEA T z E 5 G E TO A EXTERIOR WALL LAE OF THE BUILDING. ONLY AT EAVE END EXTERIOR SHEATHING EXTERP WALL OF THE BUILDING. CONT.1/r OR S/8"x AFTER ROOF HAS BEEN RAISED TO BREAK RT HINGE POINT Z (TTP.Ri1B11 SUPPORTS) REPLICABLE PITCH.GO TO BREAK IN 1x6 INSIDE fND o (21 16d NAIL INTO QTS TRUSS ALL OUTSIDE RAKES DIMENSION VARIES TRU ALUMINUM DRIP EDGE — TRUSS HINGE FIELD WORK E2.2 Z*4 SCRLE: 1"=1'-0" HZAll -- ALUMINUM DRIP EDGE ---------- 2)l6d NAILS TO TRUSSNOTES CONT.1/2"OR S/lr'z 1 v2'OB STRIP - - AFTER OVERHANG IS FAVF ENO MP.AT BRG.SUPPORTS) Ix6 FASCIA BOARD WITH Ix6 LOWERED,BY BUILDER ALUM.COVERED FASCIA L RIDGE BOARDS ARE INSTgI l m A MINIMUM(1F 1°BELOW 1x6 SPF a2/al OR EOURL GABLE Z NOTE RESERVEDTO ALLOW FOR FFOR LATER USE VENTILATION OVERHANG BLOCKS AT 16'O.C.MAX TTP.FLIP SECTION WHEN THE DESIGN LIVE LORD EXCEEDS 60 Mg. AT RIDGE 3. QfYI CONNECTIONS FOR ULT WIND ESIGNE/SU THEN THE BLOCKS SHALL BE AT 1B'O.C.MRX as IOd NAIL DIRECT TO STIR f>or-140 MPH 35G SHALL BE DESIGNED/SUBM17Tm NOTE•5. NOTE Tm SOFFIT PERFORATED SOFFIT / BY BUILDER NOTE-5 !/ ON AN IDIVIDURL BASIS. TOP ROW OF SIDING 4. INSULATION BAFFLES REOUIRED ADJACENT TO SOFFIT/ INSTALLED BY BUILDER EAVE VENTS AND SHALL EXTEND OVER TOP OF THE ATTIC INSULATION MIN OPENING TO BE>SOFFIT NOTE:ROOF SHIFATHQNG I5 CONTINUOUS FROM TRUSSES TO END OF OVERHANG. VENT FREE-RIR S.VINYL SOFFIT SUPPORT 16"...MAX TYPTCRL FRONT OR RERR GRBLF OVERHRNG OPTION DETRIL SCALE 3/4•=1'-O' FIXED OVERHRNG FOLDING OVERHANG FIELD WORK SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL SCRLE; 1 1/2"=1'-0" SCRLE: 1 1/2"=l'-O-- # /2"=1'-0"x u tt DFTRTI X10 FIELD CONNECTION OF LOWER ROOF TO SIDEWALL: SITE CONSTRUCTED SECTION INSTALLED 16d NAILS a 8'O.C.2 ROWS STAGGERED IELD WORK S ERTrIN�VER ROOF SHERTHONG RAFTERS FLAG(� FIELD RK FI D WORK THROUGH RIDGE BOARD TO SIDEWALL FIELD WORK RIDGE BEAM • RIDGE VENT,SEE NOTE al II II II 11 SIDING ROOFING MRTERIRL II II II II SECOND STORY EWALL ALTERNATE 1x5 NAILER II II II I IN PLRCE OF 2.4 BLO II II II I TT•PICRL TRUSSES RIDGE VENT INSTALLED ER DRIP EDGE 2x4 5-LOII II II 11 INSTALLATION E.1 DEPARTMENT TIONS. F BUS SHEATHING,UN YMENi.AND SHINGLES OM90N O (DWG STANDARDAAD CODES ALBANY,A(Yim1NM10f II II I 5 ERTHIN NYLON STRTi FOR FLIP SECTION SdmpoNAppovel bre Syxtem,N•del or Component I I II I SIDIa LATmAL BRACING 2x3 a 24°OR 16•D.C. M1387 2020-021 Apr 14,2020 KNFEWALL Nn Appf f,.Nn DeaAppwd II II I 5HING PRE-MANUFACTURED WAD TRUSS TOP CHORD JOIST GER OR evALnpelNodubr)Nal me u.loleaa.a eaawbaafhe haver mawrxm.rsh ver. AKITI�Thaeppm�laepp6oplemyb Gass oa�gmmMa W UaT/namdaav,.A SE OTFE IF AT ON MA A 24'O.C. II II RIDGE VENT• SEE SPECIFICATIONS MANUAL Ina appm'alsworo(rmrawnawhd,rn can reepoiaaady lortledalba.Das FOR TRUSS DESIGN DRAWINGS IIIIIIIIIIIIII IIIIIIIIIII IIIII III IIIIIII � 2x10 MIN. 57�T13aSHEATHING KNEEWALL RAILS DRYWALL(SITE) FIELD NAILING FLOOR JOIST >An,abteMe�,tetbsAAadea�.de^l,nle�m.Pzlu�aero.m6meea.am.rna�e 1pma�eylmS, FX MATERIAL FLOOR JOIST DETAIL al tralcd/om7TA�Enmf—'�N'c�e•k"ay.�aR'DAlIracaA ROO APPROFIRST FOOT MODULE'FP MODULE"C SITE INSTALLED DIRGDNPL WEB 2x42x4 MAL 0 ONR 0 F T 0 UNITS) MIN TRUSS SCRLE: 3/B"=1'-O" BOTTOM CHORD �SL CEDING JOIST II IIr CEILING JOIST MRSTER SERIES II I INSTALLED RLL MODELS DRYWALL r` ,u(+ r� RLTERNRTE CONSTRUCTION DETRILS • CEISNG Sg' .IJ STEy fi gyp. MUNCY HOMES, INC. 1567 PR ROUTE 442 �, n �( y, R' RLT. FLOOR CEILING ASSEMBLY MUNCY, PR 17756 SINBOX EXTENSION �A�°C7oz°off. OPTIONAL OFFSET (TWO STORY UNITS? (TWO STORY UNITS)+esrl� DRN BY DRTE SCRLE REV. SHT. N0. SCRLE: 1/2"=1'-0" 22.220 SCRLE: 1/2"=1'-0 DATRSRSE NAME 07\71 MJL 1 3-22-91 1 SHOWN 2-07-2020 71 VET RIL #1 - PORCH OPT._#l E RIL # NOMINAL LUMBER 2x FLOOR JOISTS OR MARRIAGE WALL DETRIL #8 - PORCH OPT. #6 THE FOLLOWING ROOF TYPE/HOUSE WIDTHS NOTES SHINGLES AND FELT AT BREAK PREMRNUFRCTUREO WODO FLOOR TRUSS ARE LIMITED TO T-0°PORCH DEPTH(n t BY OTHERS AT 16'OR 192"OC -4/12.28 6 31-WIDE MONO ROOFS-120/155 RRE SITE INSTALLED BY BUILDER (4)Ed NAILS PER SIDE SITE INSTALLED BY BUILDER E WHLL SEE TRUSS MANUAL FLOOR DECKING 8'-O" (max) -5/12.31-WIDE MONOWIDE ROOFS-120/155-1 MPH. L RIDGE BOARDS ARE INSTALLED A MINIMUM 1°BELOW METAL STRAP HINGE FOR TRUSS OESI[N DRAWINGS PEAK OF ROOF TO ALLOW FOR ATTIC VENTILATION. 7 PORCH CRLC'S PROVIDED IN SECT-34.6 OF APPROVED 1/2"x12°PLYWOOD GUSSET SITE INSTALLED 3.(NY)CONNECTIONS FOR ULT WIND SPEEDS NWU 4 TO BY BUILDER If>oCC 140 MPH 35G SHALL BE DESIGNED/SUBMITTED MODULE MAY BE BUILT FULL-LENGTH pry INDIVIDUAL BASIS. L_ RATHER THAN THE PORCH SPANNING 12 2x4 SPF-2/al a 16"O.C.35/50 PSF BOTH MODULES.IF PORCH SPANS BO 4.WIND SPEEDS STATED AS zxx/xxx-THE NUMBER TO THE 2x4 SPF-Lal Eg 1Z"O.C.60 P5F ERM HANGER,WOOD LEDGER MODULES.REPEAT 5RME PORCH LEFT OF IS NOMINAL or BASIC WORT SPEED Nexdl. DBL 2x4 SPF a2/-1 a 16"O.C.120/ MF'M OR JOIST HANGER CEILING JOI FASTENING IN BOTH MODULES. NUMBER TO RIGHT OF'/"15 ULTIMATE WIND SPEED(VWt1 BOTH REFLECT MPH.3-SEC-GUSTS. _ 12 2 RIM JOIST(mm) DR 4RLL S.VINYL SOFFIT SUPPORT I6"o.c.MAX • i I �9 E TO-FLOOR .HIST CONNE ON COLUMN 2x3 SOFFIT SUPPORT ( - RLT. FLR/CLG DETAIL MODULE SET=DHFU BLzow. SITE B45TFLLED SCALE 3/4"=1'-D' G INTERIOR FLOOR RIM-TO-F TION f21 2.6 SPF s2/-1 CONNECTION"G'. SEE T BELOW. 2x3 NAILER 35/STl PSF GSL DETAIL #¢ D ROOF TRU5s-TD-GIRDER CwvecrlDN'D". SEE CHART BELOW. MW RJFRCTURER PLIES RIDGE X E GIRDER-TO-STUD CO MN CONNECTION°E". PERFORRTED SOFFIT SITE INSTALLED(NOTE-51 VENT FOR STRLLATION SEE CHART BELOW. 2x2 NRILER ENDS ONLY,SITE INSTR 1 Ffl ALUM.COVERED BY OTHERS AS PER RCTURER5 - - -_ - BL,bCKS UCTIONS _ __ SUPPORT COLUMNS-F-U MAX-35 PSF GSLIF F STUD COLUMN-TO-Ol1NIlRTION O rn� rn �I CONNECTION'F". SEE[71RRT BELOW. 7'-6°MAX-50 PSF GSL 7-0'MAX.AND FIELD IPEP NSTALLED FIELD N T D RTD VENT TA LS BY BUDDER COLUMN MUST BE ABLE TO WITHSTAND AXIRI_LORD OF SCRL 1 1/2"= 0" ALL MEMBERS E PRE LY EXPOSEDTREATED.TO THE 1860 LB DOWN,1045 LB UPLIFT. ELEMENTS SH BE PRESSURE TREATED. HINGED PO H ROOF FIELD WORK S LE: 1 1/2"=1'-0" DETRIL #5 PREM UNUFACTURED FLOOR TRU S POR FLOOR COLUMNS,FLOOR,RAIL ETC BY OTHERS TU 16'D 2 OC MR➢�RGE WALL MODUL PORCH MAY BE PRO DEO AND ND 1145TED BY OTHERS THIS ROOF IS FADED BACK UP ON HOUSE (NOTE-ZlFIT OR MRY BE ROVIDED AND aVSTALLED ROOF AND INSTR ON SITE BY BUILDER SEE TRUSS MRNUfd_ FLOOR DECKING NOTE a5 MIDANR1FFi° IN WHOLE BY THE MODULAR SIDE WALL FOR TRUSS DESIGN GS DETAIL #7 TTP 2ND FLOOR Nr Nr nr R RO TRUSS-TO-HERDER CONNECTION'a". m va m CHART BELOW. FI �I FI C 0 COLUMN-TO-FOUNDATION I-BEFlM HANGER,W000 GER I-BERM HfNIGER -- --- - -- CONNECTION"C. SEE CHART BELOW. STRIP OR JOIST HAN OR JOIST HANGER /�/ CEILING JOIST STSG COLUMN-TO-FQRmRTION!r�Y HERDER-TO-5TU0 COLUMN CONNECTION'E°. CONNECTION°C'. SEE CHRRT�J SEE CHART BELOW. RCT ED WOOD TRUSS OW. (BY 0 AT 1S°,192.OR 24"O.C. S SEE SPECIFICATIONS MRNUFiL RYWRLL FOR TRUSS DESIGN DRAWINGS END PORCH C DITION - P RN VIEW PREMRNUFRCTURED WOOD FLOOR 5 SCRL 1 1/2"=1'-0" BY OTHERS RT 16'OR 19.2'OC FASCIA SEE TRUSS MANUAL FOR TRUSS DESIGN DRAWINGS SIDEWRLL CONNECTIONS MRTEWRLL CONNECTIONS 2x4 OR 2x6 TOP P TE SOFFIT I i TYP 1ST FLOOR ROOF TRUSS-TO-FEFY]ER CONNECTION'R° ROOF TRUSS-TOGBaIER CONNECTION"0' BLOCK � LJ (2)1 U2"x 9 I/ 'MICROLLBERMS FOR 60 PSF GSL (31 1 UP z 9 1/4 MICRO BERMS FOR 90 PSF GSLWIND HOUSE ALUM OR VINYL �s SPEED WIDTH CONNECTION SPEED WIDTH CONNECTION SOFFIT(VENTEDI SUPPORT COLUMNS-O' 'OC X.SUPPLIED AND FIELD NOTE-5 INSTALLED BY BUILDER. LU MUST BE ABLE TO lav MT515 TWIST-STRRP WITH(7)10dxlS" LUSZO WITH(8)Od NAILS IN GIRDER. WITHSTAND RXIFAL LORD 0 LEL NAILS EACH ENO. (4]IOd IN TRUSS. TYP.SI11 PLATE I-BERM HANGER.W000 LEDGER 90/116 9(/116 28v 6 E%CEFTION 5/12,31W 60/90 TRUSSES LBTAIa STRRITHT-STRAP WITH(7)Sad - 6 5LaY4i TYP. SECT 0 THRU CARPORT PROVIDES BEATdNG SURFACE STRIP DR JOIST HANGER Q 31v (NAILS EACH END. O 101/130 31v AND B�ITH @]1 d9%R1.0 5ES RECV t� Z. MMLIRLE: 1/2"=1'-0" STEEL COLUMN(TTPJ O 2 9 Z IN GIRDER,(81 lad%15'IN TRUSS. q 6 F NRILS EACH ENO LEXT TH U1 IDE HDR], lO/142 28v 6 I N GIRDER, WITH(221 lOd X LSNAB_S -•. ¢ U 28v HZ5,R TWIST-STRAP WITH(57 BdzLS I- 31v 1N GTROER,(81 lOd X 1S IN TRUSS. OPTIONRL FLOOR TRUSS DETRILS W NAILS EACH END PINT SIDE HDR). L) a/155 28.6 FRHU528 WITH f221 IOd NAILS IN GIRDER, SCALE 3/4'-i'-0' z 101/130 LSTR18 STRAIGHT-STRFlP WITH(71 d Z 31v (8)lad IN TRUSS.(DBL GIRDER R D) DETAIL #3 FASTEN R F FLIP WITH Ol I6d p 6 NAILS ERGH END. Z Jh7pg;l Sba NAIL PER RAFTER CANT.RIDGE VENT 110/142 . f7 NOTE: U 31v,5/12 STORAGE ROOF REOIJI 5: SEE NOTE-1 A #g TAR IS APPLIED TO ROOF DECK UNDER FLANGE SKYLIGHT IS 31v LSTR18 STRRIGHT-STRRP WITH lad C) - DOUBLED-TRUSSES,INSTALL HMU5210-2 FOR MONO ' SSES,ANO LUSZB-2 FOR STORAGE TRUSSES. ALUM FASCIA PUT INTO PLACE N10 NAILS ARE TO BE aNSTALLED THRU FLANG S NAILS EACH FIND EXT SIDE -FO STORFiGE TRUSSES ONLY.AN LU5210 HANGER MAY 222.2( PER MRNUFJ TAR RPPLIED TO FLANGE 6 15-FELT INST 6 H25R TWIST-STRP.P W/61 dxLS SHINGLES NEIN IINSTRLLED W/STAPLES UP TO FLANGE 6 NAILS ER END Wfr SIDE FID BE BTITUTID FOR F4d11528 HANGERS SPECIFIED. METALR TAR INSTALLED OVER FELT 6 SHINGLES PRESSED Al P 2Bv MTSlfi TWIST-STRAP WITH lOdxLS - ER-TO-STl1L1 COLUMN CONNECTION"E" HINGE \\y NRIL5 EACH END(EXT Ham, WIND OUSE SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL 6 H25R TWIST-5TRAP W/ 8dxL5 SPEED .� CONNECTION NRIL5 ER ENO(INT SID W TOP CHORD PERFORATED SOFFIT 7TYKL GHT D IL Ntcl CURB ACTURERS 120/155 LSTRIB STRRIGHIT-5 WITH(7)lad 5T 31v NAILS EACH END(EXT WITH H OR),6 Z 90/116 28- BID av m LSTR18 STRRIGHT-STRRPS WITH SCRLE: 1"=1'-0" Z {NPX' HZ.SR TWIST-5TRRP H(5)Bdx1S' O thru 5� NAILS EACH END SIDE HDR]. -- 101/330 31v (7)10d NAILS EACH END. HERDER-TO-STUO COLUMN CONN ION'E" L) W ZI LS IRIS STRRIGHT-STRRPS WITH SPEED WIDTH CON CTION FLASHING (D WIND H Z 110/142 31. STR18IDSTRRIGHT-STRRP5 WITH DET L Z 90/6116 28,6 Q1 LSTRIS STR -STRAPS WITH 5 EACH END. 00 31v N1RIL5 EACH END ti rt 31. 171 10d NAILS CH END. DE RIL Z 10 6' 120/153 281 6 (ED TR18 sTRA EACH END. STRAPS WITH O 31u (61 1 NAILS EACH END. SCRLE• 1 1/Z"=1'-0" U 110/142 28v 6 q)LSTRIB GHT-STRAPS WITH OF STATE 7/12 1206/155 31v A)10d NR EACH ENO. - STUD COLUMN-TOUNmATION CONNECTION°F° DM30N 01 ULD�iNGESTANDARDS ANDOODES WIND HOUSE CONNECTION ALeAM',WI2231N1001 7/16"AGENCY RATED SHEATHING OR EQUAL 2x4 MIM BLOCK STUD COLUMN-TO-FO RTION CONNECTION"C' - SPEED STH SmWolAppr lfdrxSya mxnd,l-r U,p-nmt OPT sl- STCM40 FZ5 STRAP TIE M1387 2020.021 r 14,2020 PRE-CUT FOR SITE INSTALLATION BY BUD-DER � 4H/ID�TH CONNECTION Z AP U WITH O41 SINKERS IN COL Z 90/116 28v 6 (101 1/4 x 2 /4 TITENS IN FNO. Msud-se.e/s N- Pyp(ztron N- DnmofapX-d OPT -MSTCM40 FND STRAP TIE O twncc msappo.daappRaei.myN "or-,re.N,otme lady—, d-"d TI-11 SIDING OR EOURL SUPPLIED PRE-CUT FOR W 041 l6d SIN�RS IN COL, (-) thru 31v " ^„aeo,wlrn^d�r)o„(-•t'm'aed�d• ddou trmrmm"mcn.n'•taair. INSTALLATION BY BUILDER 2z4 MIM BLOCK Z 90/116 28v 6 QO] /4 z 2-1/4 TITTBNS IN END. �/1' OPT-2-L 8RJ FNO HOLD-DOWN TAp xppm-irroemtr.5rew-asdxay.ruomre�:auyrum�a"s.ms, O WITH(207 Bd S NAILS IN CGLUMN -mssono-nu.eop-.ee mvmemx BLOCKING ALONG TOP CHORD 101/130 31v "OR" ABslereweeavtmw e.retie.eetr.(po-rtqurebd cm.5d-mnw ors . DET. 5/12 DETAIL #6 U 0 a1 -Ed SINE FAO HOLD-DOWN FLOOR RIM HIST-TO FOUNORT N CONNECTION°G yy V.-�{r- y NOF FOR MAZ.BLOCKING 15 SHEATHING Z ¢01 Ed SINKER NH0..5 IN COLUMN. � WINp HOUSE N �'-"��;'� e]' �x""!"-T" AT I6°OC MAX.RNID IS OPT el-MSTCM60 FNO STRAP TIE - �® WIDTH &hnXAddam,PF Danmr Dmdd TNmv-.y.RAfMA FOR ON-SITE FR G LL OSA FNO TWIST F ED PSR.FOR A� Z z lOd FNATLS BN RIM J �f215 UWI H(8) SEE T G O (14) 4 I6d SINGERS IN C0., U 110/142 28v 041 1/4 z 2-1/4 TITFJJS 1N ENO. Z 90/116 28.6 ANCHOR BOLTS IN F PER FSR INCREMENT TRUSS I5 1206155 31 OPT-2-LSTHm ORJ FNO HOLD-DOWN OU 120/LS5 31v ONE FSR 1T6T 5ESO THE INT OF CONTINUOUS VENT CONT' VENT DOUBLED. WITH(28)ad SINKER NRMS IN COLUMN T�EXT OF FNO WRQ R IN RULED ON SEE NO -1 TOE 0 l6d NAILS OPENING z GH 2z4 FROM TO 2x4 RAIL L OP ING RELOCATED TRUSS 8"AWAY FROM INCREMENT TR1155.. Il HOUSE THS LESS THAN ZB FT IN WIDTH TO 515E 28 FT CONNECTION SPECS. MASTER SERIES 22 1/2°MAX 22 1/P X Z)'WORST SE"CQ�PIECTIONS SHOWN ABOVE LESSER CONNECTIONS ALLOWABLE BASED ON SPECIFIC TRUSS,PORCH CD ANO SITE CONDITIONS. SEE CRLC MANUAL SECTION 34.6 FOR SPECIFIC SIDEWRLL 6 MRTEWRLL RLL MODELS 31 CONNECTOR VRIt ES USED ABOVE OTHER CONNECTORS WITH>OR=VALUES MAY BE SUBSTITUTED FOR ABOVE 41 SEE OTE-4 FOR WINED SPEED E(FLANRTION xxx/ux FRRMING DETRILS 5) CRLC MRNUAL SECT-35 FOR P.T.DECK FLOOR JOISTS. MUNCY HOMES, INC. DETRIL "B" ROOF TRUSS RT 24'o.c. ROOK\T18S RT 16"o.c. 1567 PR ROUTE 442 MUNCY, PR 17756 SCRLE: 1 1/2"L-T-0" CT ON T RU OFFSET WORK TYP. ATTIC ACCESS AND SKYLIGHT FRAMING DRN BY DRTE I SCRLE I REV. ISHT. NO. SCRLE: 3/4"=1'-0" SCRLE; 3/4"=1'-0" TABASE NAME MJL 3-22-91 SHOWN 2-07-2020 8- DA 08\8fl f y CONNECT RAFTER TO RAFTER RCCRO55 NOTES DETAIL #1 RIDGE WITH Ol RAFTER CRO55 ROOF SHEATHING CONNEC ,eFTER TO RAFTER ACCRO55 STRRP WITH 0 lOd NAILS EACH SIDE t THH Ol SIMPSON LSTA18 ROOF SHEATHING NON-�ITRBLE SPACE DORMER FRAME 2x6 5PF o2/n•1 OR E0.RT Ifi"O.C. STRAP WITH d NAILS EACH SIDE RAFTERS SPANNING>6 HOREZ SHALL RECEIVE A DORMER FRAME 2x6 SPF 1 OR ED.AT I6"O.C. 2x6 RAFTER TIE FASTENED W/(7)0131"x3"NAILS/ENO. NON-FIRBIT • PPRCE� RAFTERS SPANNING RIZ SHALL RECEIVER L WINGED GABLE DETAIL SHOWN 15 FOR CRTH.CEILING 2x6 RAFTER TIE F c W/(7)0.131°x3"NRILS/ENO. UNIT WITH OPTIONAL WIITH FL WINGED GS. IS ALSO AVAILABLE CIL ON UNITS WITH FLAT CEILINGS. FASTEN RIDGE TO RIDGE: 2 PORCH CS PROVIDED IN SECT-34 OF APPROVED FAS x3°NAILS To RR. y�� MANUAL FASTEN RIDGE TO RAFTER 3. APPROVED OECD-DORMER URL PROVIDED IN SECT-37 OF (4)0131'k3'NAILS/RAFTER =� APPROVED MFlNUFL SHEATHING 4. WINGED-GABLE CRLC5 PROVIDED IN SECT-33 OF FASCIA / 1e�� 2x6 CEILING NRILERSAPPROVED MRNUiV- S. VINYL SOFFIT SUPPORT 16'o.c.MAX. ROOF SHEATHING PRE-MANUFACTURED WOOD TRUSS SFERTHDNG Fg5p1p (BY OTHERS)AT 16",192'D2 24"O.C. S 2.5 CEILING NRILER5 ~ ' OR TRUSS TRUSS SS DEESIG �N ORRWAIGS �ci1AZ,tCE}Z .+ 4�t�'stENP PRE-MRNUFRCTURED WOOD TRUSS M05T COMMON CONDITION SHOWN. k '"A-,,;p '• * . 03Y OTHERS)AT i6.Tr;A' M O.C. ROOF SHEATHING VARIFiED WITHOV�THE CALCULATION RORSE OFOF BOUOCKING W TENED TO o ANS MAY BE B SEE TRUSS MANUAL FOR TRUSS DESIGN DRAWINGS MANUAL SECTION-36. (4)-11 x4"TOE-5CREW5. I I ' ON L 4 THRU 12/12 ROOF DORMS I I I I (FACTORY COMPLETER (NOTE =3) 22220 SCRLE; 1 1/2"=1'-0" BASE OF RAFTER FASTENED TO DETAIL #4 - PORCH OPT #2 ROOF 0xCL TOKING WITH 2x4 PORCH RAIL ATTACH TO RAFTER W/O7 0131x3°NAILS 2x6 TRUSS RAIL _-fi RIDGE VENT ATTACH To TRUSS - W/(5)I6d NRILS TRUSS OPTIONAL 4 THRU 12/12 ROOF DORMER- T R RAIL 2:4 FLIP ERECTED SHOP LOOSE ROOF PANELS-� � 2x+ SCRLE; 3/4"=1'0" (NOTE -3R (APPROX.(r-o°LENGTHS) T S RAIL L�4�I L 4#2 CONNECT RAFTER ��FLIP TO HERDER WITH 12 O)5IMPSON H25R PER RAFTER. S OR 7� ,.4 PF-2/-1 SHIPP RIDGE VENT(FIELD) lx6 F ID—' 2.3 SOFFIT BLOCK pQ EA p FIELDED GROUND SNOW REWIREMENTS: 2x6 SPF Lal®24°oc-35 PSF INSTALLED BY BUILDER 2x6 SPF-2/-1®ifi"oc-50-60 PSF 2z4 1 IPL"GAP 2x6 SPF-2/-1®12'oc-90 PSF STD.TRUSS 14"MAX / �- SHIP LOOSE HEADER 2x3 FRAME FQ ?4 WIND REQUIREMENTS: SOFFIT_${ '.` 2.5SFF-2/-1®24"oc 101/130 MPH 2z4 SPF STUD GRgOE OR ED.LATERAL BRACING I=] O,pS 'Y BUILDER t 2.5 SPF-2/-L®16'oc 110/142 MPH a5 OBL 2x6 SPF-2/-I a 24"oc 120/155 MPH ROOF SFERTFID.G t!'IDLLOI " ONE PIECE PRE-MRNUFACTURED RAISED ROOF WOOD TRUSS BY OTHERS)AT I6",192°OR 24"O.C. pi STd3p{ppm 2z4 2x3 ®, SEE SPECIFICATIONS MANUAL 7/ _ S W D ;DR TRU55 DESIGN ORRWINGS �� ROOF PANELS PORCH RAIL ROOF SFERTFIING NON-HRBITABLE SPACE if lx(APPROX 8'-0'LENtGTH51 i 2z6 TRUE: ARIL (FACTORY) 1/ ..0` FASCIA CONNECT RAFTER TO HEADER WITH 2x2 SOFFIT BLOCK N'0 SHFATHQNOG `� .� - ROOF SHEATHING - a,QPMPSON A V.FRAME FOR SOFFIT SUPPORT 5/12 — 26' WIDE ON-SITE BY BUILDER NOTE-S ER IN TF9:5 AREA PRE-MANUFACTURED WOOD TRUSS: SUPPORT COLUMNS-6-6°O.C.MAX 35 PEF GSL. 03Y TFiL:R51 AT 16'.142"OR 24"O.C. 81-F O.C.MAX SO PSF G5l-.8'C"D.C.MAX SEE TRUSS MRNNGS FOR TRUSS DESIGN F DRAWINGS ,ee ROOF SHINGLES FIELD) 60 PSF LI GS1 SNOW,DI MAX 90 PSF GSL UAL . SUPPLIED AND FIELD INSTALLED BY BUILDER FACTORY) �"°o FELT PAPER(FIELD) COLUMN MUST BE ABLE TO WITHSTAND AXIAL LORD OF 3332 LB.SEE 7/12 29 RAISED ROOF PORCH OPTION ROOF SHEATHING \ ��+ MINERP.L PAPER FIELD) FOR COMPONENT5IDE 6 UPLIFT OF 1792 L8 2x4 PORCH RAIL (FACTORY) -�'� CONNECT RAFTER ATTACH TO RRFTER SCRLE; 1/2"=P-0" (NOTE -2) \ DRIP EDGE FIELD) To HEADER WITH CONNECT RAFTER W/(3)0131x3'NAILS (1J SIMPEDN H2.5A TO HERDER 41ITH ;T (FIELDI PER RAFTER O)SIMPSON'.ER be FE PER RAFTER. 51-EP-LOOSE i ATTACH W/(5)l- SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL SSEXTERIOR EN IALLLL VENTED VINYL SOFFIT(FIELD)NOTE-5 L ROOF PN-S. 16d NAILS. (APPROX VINYL J-RAIL FIELD) 2x3Zx2 SOFFIT/a LENyiGATpTHS) 50FFIFTR5UPP BLOCK Fmc-�—s SOFFIT ON-SITE BY BUILDER SHIP-LOOSE VINYL SIDING FACTORY) HEADER SOF 2x3 FRAME FOR SOFFIT SUPPORT ALT. RAISED ROOF PORCH OPTION NOTE- 7/1 ' W D� ON-SITE BY BUILDER. NOTE-5 SCRLE( 1/2"=1'-O" NOTE; L T BOTTOMOF THES FASCIASHFLU". CH RTER ANI-SITE ASSEMBLY 5/12 5/12 - 28' WIDE WHEN USING THE CATHEDRAL ROOF OPTION, CONNECTION OF 2x6 PLATE TO TRUSS OR RAFTER #3 OUTRIGGERS SHALL BE Ifi"O.C.ANOs TOP PLRTE SHALL BE DOUBLE PROW RAFTER SPECS FOR WINO 2 ROWS x3"NAILS OR EQUAL 12"O.C.MAX _-- ROOF WIND RAFTER ��ROWW.,ROWS SHALL BE STAGGERED ED TOP PLATE SHALL BE U®..E FOR PITCH (v d/ndU IN O.C. OURN FIELD CONNECTION OF OUTRIGGR_- WALL: STEEL FRMNG ANCHOR H. Sop GROUND SNOW ZONE 90/116 16 I 1 Ol SIMPSON H2.SR STEEL FR NCHOR RRISED—HEAL S BLOCKING 2.MAX OR JOIST HANGER INSTALL LT INVERTED TO IOI/130 12 1 DETAIL FOR BRACE ` MCL AREAS DEPARTMENT OF STATE 4.12 2nl 001 2:S 110/142 12 1 DETAIL SHOWN FOR 28 WIDE FOR R 25-WIDE i - S FRIT011 t DM90NOF� ' AROSAfII1 LODES RAIL 120/155 16 2 TRUSS OR RAFTER OVERHANG.REFERENCE FIGURE RBRRCE82W1 FOR EA i ALUM.FASCIA REQUIRED BLOC�NG OETRO_AT BRACED WALL AREAS. i stamp-tAppmv-I mra system N-dd nrfbmp-nzne NOTE-5 90/116 24 1 � v M1387 2020-021 Apr14,2020 4/12 101/130 16 1 `' Mamd b d.Na r-6.W. Date o< .A AX. } 110/142 36 1 2x8 TE 2x3 BLOLKDNG UHINI A —I OUTRIGGERS ATTACHED TO TRUSS OR 5PF 2/-1 SHEgTHING TO MATCH WALL NonLE:m's-yo aimggrmvnauYbmmnc-,ire°mama ta-ymanui,mved INSULATION 2x6 SPF -2/-1®24Noe FOR pRpUNp 5(.(pW 120/155 12 1 RAFTER WITH INVERTED JOIST HANGERS OR EQUAL REOUI'REMEM BELOW. FASTEN Thn appoxaRatatnotrnw"mn mm�umcnvertr-nm `�vvinPam°-alwwr. cps lm�mdmvmme�meab skemnmm �a-bDT lu dadali-a,Hn-a 90/116 24 1 EDGES AND FIELD WTIH 1-3/4" a t-a ma era-reamm�ema 2.6 SPF-2/-1 M I6"oe FOR 50 Po D SNOW x 7/16°CROWN STAPLES AT 3"o.c. -' nn-m�rw",dFvptmwe�.y--xar ra ey mnmic"m r,,no(��w��oe� 2x6 SPF -2/-1 m l is FOR 60 PSF NL NOW _ 2z3 BLOCKING(MINI DBL 2.6 SPF-71-1 is 16"..90 PSF GROUND 4/12 101/130 16 1 18 ga. SITE INSTALLED BY OTHERS ll0/155 Ifi 1 FRAMING John Jt Addaio,PE,Dira<mr T Do-ddThmia Jr.RAlAIA ANCHOR FACTORY INS-TAILED ` � BUILDING LUNE DETAIL #5 TO O PROW RAFTER O.C. TIT T.USE WORST CASE OF 1/2°MIN DRYWALL PRE-MANUFACTURED 03T OTHERS) W-O2 WIND REOUiREMENTS FOR WOOD TRUSS RT 16°,192'OR 24"O.C. THE MODEL-SPECIFIC CONDITION OR OPT.CATHEDRAL ROOF RAFTER OPTIONAL WINDOWS >/ AS SHOWN ON DRAWING 791 FASCIA b FEWRLL A�HS� 3S MASTER SERIES 7/16 MIN WANE STRUCTURAL NAILS®1zp.c. ALL MODELS PANEL SHEATHING. 2x4$ .! EDGE SUPPORT 11r MIN DRYWALL SUPPORT BL ONLY REQUIRED AT SHERTHINc NY LOCATIONS FARMING DETAILS 2-ROWS OF 0.113°.2-3/8" MUNCY HOMES, INC. _ SITE INSTALIFD BY BUILDER-WHEN OPT.9/12 OR 12/12 TRUSSES OR ALL CATHEDRAL RAFTERS LONG NRILS®E or 2-ROWS OF I69 x 7/16'CROWN "sIDEwRLL" 1567 PR ROUTE 442 TE-1 FACTORY INSTALLED-WHEN OPT.9/12 OR 12/12 TRUSScS OR ALL CATHEDRAL RAFTERS x 1-3/4"LEG STAPLES®26o.c. MUNCYH PR 17756 TYE. SECTION THRU WINGED GABLE WINGED GABLE PLAN VIEW TYPICR I D WR -TO- NDWR FRSTENING DETRIL DRN BY DRTE I SCRLE REV. SHT. NO. SCRLE: V=1'-0" (NOTE t4) SCRLE: 1/2"=1'-0" SCRLE:N.T.S. DATABASE NAME 08\8b MJL 3-22-91 SHOWN 2 07-2020 8b 1 27'-3 1/2" 20'-0" f 8'-6 1/2" 46'-0" 43'-11" 35'-4 3/4" y IRUN ENowRLL E27 E27 TFRO 9 3/ E28 1'-3 i/ " E28 34372SH Ez8 49SH-SG 30495H 72VINYLO 72VINYL O 3-2x85PF2 3-aBSPF2 W30306 W2730B 1 I W3330B Off, - -1----� L----- 1 �R STU 2 D 03 03 SB3 1`�1-211 B30B B30B 618 DW B18 `sC' � SHIP L EXT W m SHTG DRTR PLRTE I N INSTR TI ��F331L5'7 5�f77F8331(.5") 16'-0" a LABELS 11 O I BLLOOCK G EDG 5 8'-2 1/2 m KITCHEN I m N DATH 3 UaTB- `- 01 3 \ I � CD - o B36B B36B 51" � I r4 i O1 DINING RM 183.52 SQ. FT. __---_—_--- I Rn LT REO'D/PROV'D: 14.68/62.54 it"oH I INTG SHIP L o ESri XT 48SHWR 'n VT REQ'D/PROV'D: 7.35/3160 1 m II�STR TI PRNEL'G 1/2" GYP a 7/16" OSB SHTG 1 3 BLS G S ' W D BRCKER TF[15 SIDE of uRll 3-SIMPSON LSTR18 STRRPS SEE WIND CRLC 5UMM SHT ¢- COLUMN TO CLG BEAM RND FOR FRSTENDr- STUDS FLR GIRDER ER MODULE 5-811 (2+-TOTFU 4.1-811 30 _ 3-.5IMPSON LSTR18 STRAPS PR 3'-2„ --_----_ 4-2x4SPF2 1-9.25"x24'-8" LVL ER MOD 42x4 MOD Zttd STY FLR GIf2DER TO `3-2x4SPFZ/ER MoD 1-925"x20'-8" LVL ER MOD ER Moo1st STY CLG GII�FR ER HALF /G/ EA MOD 1-11.25"x24'-8" LVL EA MOD48FR Gls (12-TOTRI�ZELD) G10 1-1125'x26'-0" LVL ER MODCP 10 N N g-5 2 2"3'-2" 3'-6" -23 3113-SIMP`SON LSTR18 STRRPS \COLUMN TO CLG BERM ANDMPSON LSTR18 STRRPS i )STY FLR GIRDER TO 3- 4SPF2 �p FiR GIRDER ER MODUI� � 4uSTY CLG GIRDER ER F1R(f ER MOD 3�_2° (24-TOTRLI N OTAL)FIELD) (Y7 (11PSON LSTRIS STRAPS COLUMN TO CLG BERM RND 42 HRLF WRLL 47' GRS FIREPLACE FLR GIRDER ER MODULE BSMT LEVEL I ` VENT THRU REAR (24-TOTRL) STRIR WRLLS I aiNTILgI�JPPORTID I- J - ,:J}+ II�RTED TO R-21 W1 INSUL, f BR 11 to W _ N D BYWW I TVTNG RM ' BLDR I IU) IL Cr) 166.78 SQ FT. Ln I I -N� LT REG 13.35/22.96 42" HRLF WRLL LR1 20215 SO. FT. r� VT REO'D/PROV'D: 6.68/1140 LT REO'D/PROV'D: 1618/34.70 FOYER � J _ :/T REO'D/PROV'D: ci.09/1724 _ -' I 1 (OPEN TO ABOVE) I L = 1= 11/01/2021 o I o ' 13'-8 1/2" 0 12'-0" m I-' N .� 2- -01' 16'-2" N (n NOTE: PLRN RDJUSTED FOR WIDE INTERIOR CRSTINI i PLRN MRY BE BUILT MIRRORED OR REVERSEp�SS EGRESS m P1 I IMRING F=IRF FL nW RRTFS - 3 2x85PF2 PER 2020 RCNYS (MRXIUMS) - 2257SH-$G 36 22 7SH-SG o� N LAV FAUCET: 15 ppm a so rs 3857SH 3857SH-SG Ez7 E27 s" E27 9" E27 385725H E28 SHOWER HERD: 21T ggppm��is 80 psl OTDLUDING A FF>nffm SWHR 5PRRY) E27 17'-0 1/2" WRTER CLOSET: 128 gel PER FLUSH CYCLE SINK FRUCE n 22 a 60 sl 2-15'FOYER 8'-0" LVL TOP PLATE SHTG FOYER RRER WO SPLICES) DOOR a WINDOW DESIGN PRESURE REQUIREMENTS $'-6" RLL DOORS & WINDOWS SHRLL HRVE THE I 35'-3 1/2" 27'-3 1/d' 24'-0" 20'-8 1/2" FOLLOWING DESIGN PRESURE BRSED ON "C" EXPOSURE, I 42'-0" 30'-0" MERN ROOF HEIGHT & 135 mph Vult X ,EV: 33,0 - INTERIOR ZONES FINISHED FLOOR <6 ABOVE GARDE NOTE: SEE PE HIGH WIND DESIGN PLRN la DESIGN SUMMARY SHTS FOR HIGH WIND COLUMNS, STUDS, STRAPPING b FASTS 40.7 - CORNER ZONES 4 AROUND ENTIRE PERIMETER - 'x10' EXT WRLL SHTG 1st STORY FLOOD ZONE - No LS I I rNE RF S RRA ON' - NOT RFOUTREf) '�e�oaR,m FOUNDRTION TYPE - BASEMENT WRLLS/PROJECTIONS >5' FROM LOT LINE PREMI ER B Ul LDERS STORIES RBOVE GRADE - 2 NY (;SI nRIRDRIB: "�°a` 10-05-21 DM PE NY NOTE: SPRINKLER REQUIRED - NO WINDOWS SHRLL COMPLY WITH '12, '15, '18 IRC R312 ('09 612.2. '06 613.2). SEE SYSTEM A SYS wc�Nd��+c , m•�_e. 09-29-21 DM REV GSL BRSE(301.20)/ELEV= 30/<1000 NOTE• SHT 3a. WINDOW NOTE 4, WINDOW SILLS RRE LOCRTED 24"(MIN) RFF. IZ7 Pa Rt hbry Pa 71756 *R70)516 895 � RPPLICABLE BUILDING CODES: GSL REO'D/DESIGN= 30/35 NNtiyp 09-02-21 DM REV 2020 RCNYS; 2020 IECCNYS: 2017 NEC SIDEWRLL= 2x6 16"oc WINDOWS= SEVEN-D SH/DH DESIGN SNOW ZONE= 35 GSL THE PLRNS SND SPECIFICATIONS OF THE PERMIT SET RRE DERIVED FROM RND CANSISTENT MRRR WRLL= 2x4 16"oc (1st STY= SH, 2nd STY= DH) ROOF= 7/12 16"Oc (90#) TURN KEY / MCKRY s 000 WITH THE PLANS RND SPECIFICRTIONS RSSOCIATED WITH THE RPPROVRL ON FILE WITH FLOOR JST= 2x10 16"oC CLG= R-50, WRLL= R-21 DESIGN WIND ZONE= 135 Vult t THE DEPT OF STRTE, WHICH WERE RPPROVED ON 4/14/2020 UNDER SY5TEM #M1387-2020-021- CLG. HGT: 9'-0" FLR= R-30 (BY BLDR) DEST: 75 BIRCH RD. 1St STY FLOOR PLAN 000 # (SEE RESCHECK7 SOUTHOLD, NY 11971 _ im.�K ■■WRRNING: IT IS R VIOLRTION OF THE NYS EDUCATION LRW RRTICLE 145 FOR ANY PERSON, RDDTL BSMT COL - Duca DRM 08-24-21 1/4"=1'-0" 33277_000 UNLESS HE IS RCTING UNDER THE DIRECTION OF R LICENSED PROFESSIONRL ENGINEER, LRBEL - ■ STAIR OPENG(Sl BASED SUFFOLK CO. TO RI TER THIS ITEM IN RNY WRY. ON 825"/9.00" GEOMETRY 46'-0" 28'-2 3/4" 20 11 8'-0" - - R27 R27 3449DH-SG 3449DH-SG 38572DH Rz7 1_QII - = O '-S11 EaEd ' I N EGRESS6'- EST 2"7 -- " N 24 24 9 1/ 21i012'-7 1/2" 60SHWR T� WHLK-iN CLO P LL- RC \ BRTH 2 BATH 1 Im •� p� I I N I 1 Ln m BE 3 j F331(.5'7 °'1y \ 1 174.94 S0. FT. cpi I LT REO'D/PROVD: 14.00/22.40 —4 � 1 VT REO'D/PROV'D: 7.00/1L44 25 1/4" D 1 I 25 1/4" 03 03 03 I I 30 30 30 RTTIC C7 RCCESSI m 4-2x3SPF2 c� 1 N 2-2x6SPFZ pg 4- ER m ER MOD 1-16"x29'-4" LVL ER MOD MOD D8 ER MOD 13'-0 1/2" 8 1 - " 3 SIMPSON LSTR38 STNS 'G BY N COLUMN TO CLG BEAM ftp p /i� `�'.��.;-�'•' ~,`�'' F TGIRDER ER MODULE cr) LU 0 G B • ND f - 4- T EFi 0 s rI ,s r BR 4- Ln 215.44 30. FT. LRBE1 LT REO'D/PROV'D: 17.24/22.40 4TH 41RLL tE VT REO'D/PROV'D. 8.62/1L44 BE 2 216.26 S0. Ff. c rn ��.•,. Y (OPEN TO BELOW) LT REO'D/PROV'D: 17.31/22.40 .� VT REO'D/PROV'D: 8.66/11.44 I co 11/01/2021 1 13-8 1/2" I 12'-0" 2'72" EGRESS EGRESS 1 16'-0" I IEEEI 3857DH R27 3857DH qz7 34572DH -O7 EG9 Rz7 2-L5"x5S'x18'-0" LVL BOTTOM PLRTE I 38572DH O FOYER RRER (NO SPLICES) I• 17'-0" R27 42'-0" 35'-3 1/2" 24'-0" STUD 8'-6" WINDOWS b F[N �ff� (�EGH WIND DESIGN PLRN 2n d DESIGN SUMMRRY SHTS FOR HIGH WINDCOLUMNS, STUDS, STRRPPING b FRSTENING 17' 5/12 DORMER WRLL DE 1st STORY �' NY NOTE: RPFLICRBLE BUILDING CODES: PREMIER 2020 RCNYS; 2020 IECCNYS; 2017 NEC A BUILDERS SfM CM¢Aamy UMM W M=om THE PLRNS RND SPECIFICRTIONS OF THE PERMIT SET RRE DERIVED FROM RND CONSISTENT SIDEWRLL= 2x6 16"oc W7 Pa"44 � Pa TRW v 67p�18-m ��,,� m,i—� WITH THE PLRNS RND SPECIFICRTIONS RSSOCIRTED WITH THE RPPROVRL ON FILE WITH MRRR WRLL= 2x3 16"oc Iders THE DEPT OF STRTE, WHICH WERE RPPROVED ON 4/14/2020 UNDER SYSTEM =M1387-2020-02L SD-05-Z1 DM PE FLR JST= 2x10 16"oc -WRRNING: ITfRR VIOLRTION OF THE NYS EDUCRTION LRW gRTICLE 145 FOR RNY PERSON, CLG HGT= 8'-0" TURN KEY / MCKRY 000 UNLESS HE CTING UNDER THE DIRECTION OF R LICENSED PROFESSIONRL ENGINEER, LRBEL - ' 2 STY FLOOR PLRNPLM rm TO RLTER TITEM IN RNY WRY. _ 000 DRM 08-24-21 1/4"=1'-0" 33277_000 MUNCY HOMES I MC. DATE: 10-05-2021 JOB S: 33277-000 BUILDER: TURN KEY MODULAR BUILDERS CUSTOMER: MCKRY _ SITE ADDRESS. 75 BIRCH RD H E ,r r Ian 1C �. SOUTHOLD, NY 11971 SUFFOLK COUNTY FEB .2 g 2022 DESIGN LORDS MUNCY HOMES, INC. - PLRNT LOCATIONS NYS SUBMITTRL _INDEX: OCCUPANCY CLASSIFICATION - DETACHED SINGLE FAMILY DWELLING PLANT' #3 EUILDINGi�c,,p. GROUND SNOW LORD - Pg: 30 PSF (DESIGN LORD USED: Pg 35) 1567 PR ROUTE 442 COVER SHEET MUNCY, PR 17756 STRUCTURAL SCHEDULE TOWN OF S�6 WIND: 135 MPH Vult. EXP "C' RREA SITE MAP SEISMIC DESIGN CATEGORY: B MODULES TO BE MANUFACTURED BY RTC WIND CUT SHEET LOCATED IN WIND BORNE DEBRIS AREA: YES MUNCY HOMES, INC. NYS "NOTICE OF RPPROVRL" LETTER FOR SYSTEM APPROVAL PROFE3SIONFL ENGIP4EEle FLOOR LL: 40 PSF LIVING - 30 PSF SLEEPING RESCHECK COMPLIANCE CERTIFICATE OR=E RnI�U,PF. FLOOR DL: 10 PSF NYS "TRUSS ID NOTICE" W LIMCE 0e6M CONSTRUCTION TYPE CLASSIFICATION: WOOD FRAMED UNPROTECTED (VB) W ersr MRM srREEr DESIGN PROFESSIONAL: TRUSS MRNUF. DETAILS M�asr-PR 17M FOUNDATION TYPE: BASEMENT DAVID E. BILLINGSLEY, PE ELECTRICRL LORD CRLC t s i 217 EAST MAIN STREET DOOR AND WINDOW SCHEDULE LOCATED IN FLOOD ZONE: NO �•'°AMetl LOT LINE FIRE SEPERRTION: NOT REQUIRED (WRLLS/PROJECTIONS >9 FROM LOT LINE) MIDDLEBURG, PR 17842 WHOLE HOUSE VENTILATION SUPPLY AIR WORKSHEET FINISHED FLOOR ABOVE GARDE: < 6' HIGH WIND DESIGN CALCULATIONS STORIES ABOVE GARDE: 2 HIGH WIND DESIGN FLOOR PLRN(S) . SPRINKLER SYSTEM REQUIRED: NO CLIMATE ZONE: 4 HIGH WIND DESIGN SUMMARY SHEETS ((t1 � ... ' + FLOOR PLAN(S) �. ,. . ELECTRICRL PLAN(S) .F FOUNDATION LAYOUT ELEVATIONS .. . LVL CONNECTION DETAIL WIND BORNE DEBRIS DETAILS BUILDING CROSS SECTION(S) c � TYPICAL PLUMBING DETAILS. NOTE: BRL OF SYSTEM SHTS THAT APPLY TO THIS ACTUAL HOUSE BUILDER SHALL AFFIX TRUSS SIGNRGE TO EXTERIOR OF THE BUILDING PER TITLE 19 NYCRR PART 1265 11/01/2021 DOS/3rd PARTY SEAL: p New York Review Only Date: 11/02/2021 PFS Corporation APPLICABLE CODES: _ Bloomsburg,PA 2020 NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE (WHICH INCORPORATES BY REFERENCE -2020 RESIDENTIRL CODE OF NYS -2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS -2017 NATIONAL ELECTRIC CODE Mir nwr rev. HW OM EMcim PREMIERBUILDERS NY NOTE PM RPPLICRBLE BUILDING CODES: �s�1a WIC���rglt@S I+C 687 Pa Rt Mnoy.Pa 17768 *670089E �a•- �J6 2020 RCNlS' 2020 IECCNYS, 2017 NEC ypy (ags THE PLRNS RND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM RND CONSISTENTWITH s� THE DEPT OF.STR�WHICH WEEREORNPPROVED ON 4/1�UNDERRSYSTEM«M13872020-02 TURN KEY MOD / MCKRY MRINSTREET —WARNING IT IS A VIOLRTION OF THE NYS EDUCATION LAW RRTICLE 145 FOR ANY PERSON, COVER SHEET CUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONRL ENGINEER, TO RLTER THIS ITEM IN ANY WRY. orui ar: ogre scRLe .rasp�K DRM 10-05-21 PE 1/4"=1'-0" 33277_000 46'-0" 28'-2 3/4" 20'-11" g_p A27 R27 3449DH-SG 3449DH-SG 38572DH az7 '-8" -8" I EGRESS 6�-71' -- - >60SHWR " EST cV 24Y3'-7H112" cV 24 '-9 1/ = 2.'0 12'-7 1/2.. I 1 � 1 I I tV I i I I WRLK-IN CLO 1RCS P i m .tea BAS BATH 1 1 N cI 1 Liz m 1 I D7 BE 3 I.dIL+t p O7 F331(.5") I 174.94 50. FT. LT REO'D/PROV'D: 14.00/22.40 1 I I VT REQ'D/PROV'D: 7.00/1L44 1 i 25 L4" 0 03 25 L4" D 03 � � � I 30 30 30 RTTIC O ACCESS I - O I N 2-2x65PF2 pg ER MOD FZ D8 4 ER MOD cn 1 - m ER MOD 1-16"x29'-4" LVL ER MOD - �o 13'-0 1/2" 8 1 r' `"�-"`-•"'"" 3-STMPSON LSTR18 STRAPS _ BY N �. G ■ R COLUMN TO CLG BERM AND O ar `i Fl R GIRDER ER MODULE M S (v] LU 0 G B M NO JLE C.4- T 00 BE 4- Ln 215.44 30. FT. LABEL 47'H WALL Ilf LT REQ'D/PROV'D: 17.24/22.40 VT REQ'D/PROV'D: 8.62/1L44 1 BE 2 � 1 xti_ v im•rti'?` I CD 216.26 SQ. FT. m 07 (OPEN TO BELOW) (n LT REQ'D/PROV'D: 17.31/22.40 ! VT REQ'D/PROV'D: 8.66/11.44 11/012-021 , 13-8 1/2" 12'-0" U2'-ttl";22'- EGRESS EGRSS 16'-0" 3857DH 3857DHR34572DH R EGRESS 24S'55S"x18'-O" LVL BOTTOM PLRTE / 38572DH Az7 FOYER RRER (NO SPLICES) 17'-0"STUD 42'-0" 35'-3 1/2" 24'-0" 81-6jl WINDOWS d X 17' 5/12 DORMER NOTE: SEE PE HIGH WIND DESIGN PLAN 2n d DESIGN SUMMRRY SHTS FOR HIGH WIND COLUMNS, STUDS, STRRPPING d FRSTENING -4 x9' EXT WALL SHTG 1st STORY ewe inn NY DTE: PREMIER BUILDERS RPPLICRBLE BUILDING CODES: 2020 RCNYS; 2020 IECCNYS, 2017 NEC a gaff UK OF Mucr Umn Nc THE PLRNS RND SPECIFICRTIONS OF THE PERMIT SET RRE DERIVED FROM RND CONSISTENT SIDEWRLL= 2x6 16"oc 107 442%.U-y. Pa mss • 070896 Fd`ued t m�.n. WITH THE PLRNS RND SPECIFICRTIONS ASSOCIRTED WITH THE RPPROVRL ON FILE WITH MRRR WRLL= 2x3 16"oc 10-05-21 DM PE THE DEPT OF STRTE, WHICH WERE RPPROVED ON 4/14/2020 UNDER SYSTEM #M1387-2020-02L FLR JST= 2x10 16"oc TURN KEY / MCKRY sERUEs MO WRRNING: IT IS R VIOLRTION OF THE NYS EDUCRTION LRW RRTICLE 145 FOR RNY PERSON, CLG HGT= 8'-0" 000 UNLESS HE IS RCTING UNDER THE DIRECTION OF R LICENSED PROFESSIONRL ENGINEER, LRBEL - ■ 2 STY FLOOR PLAN F 000 DW D TO RLTER THIS ITEM IN RNY WRY. RM 08-24-21 '1/4"=1'-0" 33277-000 46'-0" 43-11" 35'-4 3/4" 27'-3 1/2" 20'-0" 8'-6 1/2" t t t t RUIN E27 E27 RLL 3/ ' TtizU 9 49SH-SG 3049SH 72VINYL E28 72VINYL E28 34372SH Els I 3-2x8SPF2 3-2x85PF2 W3030B W2730B I I W3330B Off, _ SB3D 14'-2" -----L ---J L------k 2 4- 2 D 03 03 2 IX B30B B3DB B18 Def BIB R"1O '� -4 SHIP L EXI F OR 014- F331L5") F331(.5") �� DATA PLATE I N INSTAL TI 8'-2 1/2" 5-811 16'-011 d LABELSO I UNITELOCH G EDG S N BRTH 3 BRTH 4 m KITCHEN to Im p OC3 m 13 636B B36B sillI N m DINING RM 183.52 50. FT. _-___-----_ I .� LT REQ'D/PROV'D: 14.68/62.54 11"OH c� SHG °L EXT 48SHWR VT REO'D/PROV'D: 7.35/31.60 I m SHTGINSTTI C N OF1 ' W D PEER 1/2" GYP d 7/16" OSB SHTG 13 BLLOOCK311TG EDX.D-OOWNEGES 3-SIMPSON LSTR18 STRAPS THIS SIDE OF WALL _ SEE WII D CRLC SUMM SHT COLUMN TO CLG BERM AND 4-2xSSF 72 FLR GIRDER ER MODULE FOR FRSTENIIJ(Na x STUDS 4.1-8" 30 5'-8" (24-TOTFU - -----_-- 3-5IMPSON LSTRIS STRRPS m u - - 2nd STY FLR GIRDER TO 4-2x4SPF2 1-9.25'X24'-8" LVL ER 4.-2x45PF2 ------- 3-2 GO 11>\@ O / EA MOD ER MOD 1-925'X20'-8" LVL ER MOD ER MOD OEFI MOD � �-i 1st STY CLG GIRDER EA I qLF I`/ Ql N 48FR Gis c1D 48FR G18 02-TOTRU(FIE1D) GiD �' MOD 1--IL2s'z26'-o" �VVL ER MOD Co ED E- N 3'-3" 8-5 2 2"3'-2" 3'-6" 13'-0" _ -2 1/2' N. (� N1-4 3-SIMPSON LSTA18 STRAPS =C>l 3-5IMPSON LSTA18 STRAPS i COLUMN TO CLG BERM AND 1 l J 3-2x 2nd STY MO 1st STY CLG GIRDER GIRDER ER HALF 3 45PF2 m " FLR GIRDER ER MODULE 1 u N OZ-TOTAUlFIELDI EA MOD 3-21 (24-TOTRU i -4 N jj `�ti F 1 3-51MPSON LSTR18 STRAPS m _ N N, COLUMN TO CLG BERM AND 42 HALFWALL 42" GAS FIREPLACE jr• ? ( V''i x FLR GIRDER EA MODULE E3SMT LEVEL I VENT THRU REAR (24-TOTAL) 1) STAIR WALLS I CRNTIL.EVERED FLR I �„ pl�f INSULATED TOcoi o= :, R-21 W/ INSUL, SUPPORTED J - �it v '� -`+ -` -' y LI�L (V DOOR W//SW�E'° I IO W �'-1 M i , 166.78 sa FT. ,r, BY E-°R I LIVING RM I LABEL_ ZD215 S0 FT. I In <L .N-1 -4 LT REO'D/PROV'D: 13.35/22.96 42" HALF WALL i VT REQ'D/PROV'D: 6.68/11.40 LT 0 N - FOYER � VT REO'D/PROV'D: 5.09 .24 %7 I (OPEN TO ABOVE) j L 11/01/2021 oi o N (U) 13'-8 1/2" 0 12'-0" m IJ - NOTE: PLAN ADJUSTED FOR WIDE INTERIOR CRSI 21-01 16'-211 N (a PLAN MAY BE BUILT MIRRORED OR REVERS i Pi i immrar FDCTURE Fl OW RATES I EGRESS EGRESS m -43 2x8SPF2 I ' PER 2020 RCNYS: (M )(IUMS) - - LAV FAUCET: 1s gpm e so psi 3857SH 3857SH-SG /2257SH- G 36 22 7SH-SG of �" SHOWER HERD: 2!Ipp m e BO psl E27 �� [INCLUDING R hp(�FELD SWHR SPRAn Ez7 O E27 " E27 9„ E27 38572SH E28 WATER CLOSET: 128 gel PER FLUSH CYCLE SINK FAUCET 22 a 6o sl 2-1S'x5S'x18'-0" LVL TOP PLATE SHTG 1/2" DOOR & WINDOW DESIGN PRESURE REQUIREMENTS: FOYER AREA (NO SPLICES) SHTG ALL DOORS & WINDOWS SHALL HAVE THE I 11 „ „ FOLLOWING L O INGMEAN ROOF PR HEIGHT 6E BASED ON EXPOSURE, I 42-0 35-3 1/2 27-3 1/ 24-'-0” 20-8 1/2 81-611 33.0 - INTERIOR ZONESX NOTE: SEE PE HIGH WIND DESIGN PLAN in 6 DESIGN SUMMRRY SHTS FOR HIGH WIND COLUMNS, STUDS, STRAPPING 6 FASTENING 40.7 - CORNER ZONES �OIHJ� FLOOR 6' ABO RADE -4'x10' EXT WRLL SHTG 1st STORY AUTHORLMMIK REV. FLOOD ZONE - NO I OT LIN RF SEPR R ON: - NOT REQUIRED was Fxsaclm FOUNDRTION TYPE - BASEMENT WR LLS/PROJECTIONS >5 FROM LOT LINE STORIES RBOVE GRADE - 2NY DRTR: PREMIER UILDERS NY NOTE: SPRINKLER REQUIRED - NO GSL BRSE(301.2(5))/ELEV= 30/<1000 NOTE: WINDOWS SHALL COMPLY WITH '12, '15, '18 IRC R312 ('09 612.2, '06 613.2). SEE SYSTEM d sas CM M�epg M '� 10-05-21 DM PE APPLICABLE BUILDING CODES: GSL REQ'D/DESIGN= 30/35 SHT 3n, WINDOW NOTE 4. WINDOW SILLS ARE LOCATED 24"(MIN) RFF. E87 A. Rt MmY. Pe 177M *tSM, o, 09-29-21 DM REV 2020 RCNYS; 2020 IECCNYS; 2017 NEC SIDEWRLL= 2x6 16"oc WINDOWS= SEVEN-D SH/DH DESIGN SNOW ZONE= 35 GSL ► L�„d R 09-02-21 DM REV THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM RND CONSISTENT MRRR WRLL= 2x4 16"cc (1st STY= SH, 2nd STY= DH) ROOF= 7/12 1611oc (90*) WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE RPPROVRL ON FILE WITH FLOOR JST= 2x1° 16"oc CLG= R-50, WALL= R-21 DESIGN WIND ZONE= 135 Vult TURN KEY / MCKRY 000 THE DEPT OF STATE, WHICH WERE APPROVED ON 4/14/2020 UNDER SYSTEM #M1387-2020-02L CLG. HGT. 9'-0" FLR= R-30 (BY BLDR) DEST: 75 BIRCH RD. 1st STY FLOOR PLAN PLM000 ■■WRRNING: IT IS R VIOLATION OF THE NYS EDUCRTION LRW ARTICLE 145 FOR ANY PERSON, RDDTL BSMT COL - (SEE RESCHECK) SOUTHOLD, NY 11971 UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONRL ENGINEER, LABEL - ■ STAIR OPEN'G(S) BASED SUFFOLK CO. ouN Br. caresee 'm'-S•Ic TO ALTER THIS ITEM IN RNY WRY. ON 8.25"/9.00" GEOMETRY DR M 08-24-21 1/4"=1'-0" 33277_000 LINE-A 46-0" - N N \ r+ 43 1/4" r — —— — ——— —— ——————— — —— ————————— — ——————— ——— ——— ————— — ———— — — ———————— — —— — —— — — — —————— — — ———— —— — —— �, 1,286 PLF GRAVITY, -268 UPLIFT Jr—— —— — — ——— ———— — — ————— — —— ———————— —— ———— ————————— ———— — — — —— ———— ——————— —— ——— — —— — ———————— ———— ——— I I A I I L RLL EXPOSED LUMBER TO 6E OF NATURALLY DURRABLE WOOD OR W000 THAT IS PRESERVRTIVE-TREATED IN ACCORDANCE WITH AWPA UL I I PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF RWPR UL I I I Z GR�OUILD ��NTRCT l E CONTACT WITH CONCRETE OR TFE GROI�D MUST BE APPROVED PRESSURE-PRESERVATIVE-TREATED W000 SUITABLE FOR I I 3 ELL SUPPORT COLUMNS SHALL BE APPROVED WOOD OF NLRTURAL DECRY RESISTANCE OR APPROVED PRESSURE-PRESERVRTIVE-TRERTED WOOD. I 1 4. RLL FIELD CUT ENDS. NOTCHES, UrntFn HOLES OF PRESERVATIVE-TREATED WOODSHRLI_ BE TREATED IN THE FIELD IN RCCORDRNCE WITH AWPR M4. 1 I I 5 RLL NRILS USED IN THE CONSTRUCTION OF PORCFES d DECKS SHALL BE TREEIOED AND MEET THE REQUIREMENTS OF ASTM F 1667. TFREROED I NAILS RS STATED IN THIS DOCLNIENT IIJCL(AE HEl1CFE OP7IRRL� d RNN�ExR aZW SFFM N DOLS. WOOD SCREWS SHALL MEET THE REQUIREMENTS I I I I OF f�JJI/RSME BiBbl BOLTS d LRG SCREWS SHALL MEET TFE REOIJIREMENTS OF ANSI/RSME 81821 1 I I 6 FLRSHTNG SHF�L BE CORRISIONJRESISfRNT METFE OF R MINII)M NDMIN�_ THICKNESS OF 0D19 INCES OR AN APPROVED NON-METALLIC MAT=L_ I En I I 61 ALUMINUM SHOULD NOT BE USED IN DIRECT CONTACT WITH LUMBER TREATED WITH PRESERVATIVES THAT CONTAIN COPPER SUCH AS RCQ, I I COPPER AZOLE OR RRI I I 7. RLL SCREWS, BOLTS, NAILS, NUTS, d WASHERS FOR USE WITH PRESERVATIVE TREATED WOOD SHALL BE HOT-DIPPED ZIIJC COATED M0EMENT I _ STEEL, SIRDLE55 STEEL SILICON BRONZE OR COPPER FASTENERS SHALL BE HOT DIPPED GRLVfY��D AND SHALL MEET THE REQUDPEMENTS OF I I Ol I I RSTM A 153, CLASS D FOR FASTENERS 3/8" DIAMETER AND SMFYIER. OR CLASS C FOR FASTENERS 1JIT}i DIAMETERS OVER 3/8. I I I B. FASTENERS OTHER THAN NAILS RND TIMBER RIVETS SHRLL BE PERMIrfED TO BE FMEECHf7�IICFYLY DEPOSITED ZINC-{TORTED STEEL WITH COATING I I I WEIGHTS IN ACCORDANCE WITH RSTM B 695, CLASS 55, MINIMUM. I I co .m� II 9. RLL HARDWARE (JOIST HANGERS, CRST-IN-PLACE POST RNCHORS, ETCJ THAT IS DTOSED TO WEATHER OR IN CONTACT WITH GROUND, 1-4 I I CONCRETE, OR PRESSURE TREATED LUMBER SHALL BE GALVANIZED I I I OR SHALL BE STAINLESS STEELNRRDWIRE TO BE HOT DIPPED GRLVR= PRIOR TO FABRICATION SHALL MEET ASTM A 653, G-185 COATING. I I HARDWARE TO BE HOT DIPPED GALVANIZED AFTER FRBRICRTION SHALL MEET ASTM RIM I I 10. FRSTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN 300 FEET OF R SALT WATER SHORELINE SHRL.L BE STAINLESS STEEL I I IGRADE 304 OR 316. I 1 E] It ALL OTHER COATED OR NON-FERROUS FRSTENERS OR HRROWARE SHALL BE AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. I I 12 HOT-0IPPED Z D C-CORTED GALVANIZED D STEEL CONNECTORS ARE REQUIRED RT ANY CCN ECTIONS INTO CONCRETE LIN -1 I I 13. FASTENERS AND CONtECTORS-U457RLL ED IN TREATED LUMBER OTHER THEM MATERIAL WITH R CHEMICAL RETENTION GREATER THAT RWPR OR UC4R 2sE20 PLF I 4" SHALL BE STAINLESS STEEL GRADE 3D4 OR M I I - I I RYP) 5._3.1 3._9.1 4._g.. 6._4.1 6._4.. 31_211 61_g11 61_911 2'—E;'t. ' I I I 1'700 PLF 1,700 PLF 1,700 PLF 1,700 PLF 1,700 PLF 2420 PLF 800 PLF 800 PLF I I 1 1 - - I I I I I I I I 1 6-2x10SPF2 I I I ., I I r. I - I ., II I co N I I I i I I I I I I I I I I I I 1 N I I 7,650# 7,225# 11,556# PL 12,350# PL 10,767# of 16,180# PL 19,411# PL 5,400# 15,513# PL 1 -,� 1 1 11,980# PL -3,775# UPLIFT -3,478# UPLIFT -3,478# UPLIFT-3,706# UPLIFT -3,706# UPLIFT) I a I I -3,775# UPLIFT 53� 2925# PL ' t cL`1; 'I/ Q nLit —2 NOTP. CONNECTIONS FOR LISTED UPLIFT LORDS TO BE PROVIDED E IE FROM MODULAR TO FOUNDATION ON-SITE BY BLDR I NOTE: FOUNDATION SHALL BE DESIGNED BY R NYS DESIGN PROFESSIONRL WITH 1,000 KNOWLEDGE OF LOCRL SOIL CONDITIONS. THIS SRMPLE PLRN IS MERNT I 18'-0" ONLY TO COMMUNICATE THE DIMENSIONAL RND LORDING INFORMATION TO I I `; -;y • �-z�:i�-:„;:.---� :'f3 o I I DESIGN PROFESSIONAL SO THEIR FOUNDATION DESIGN IS COORDINATED I I � . ' .. C �� m i i N� 1/Z' ANCHOR BOLTS (PER SPACING TABLE BELOW) MIN (D PER WITH THE REQUIREMENTS OF THE MODULAR BUILDING. I I I PLATE SECTION ANCHOR BOLT IS REQUIRED MIN - lz _ "I N 0 R M A T I 0 N R L ONLY" MAX FROM EACH END OF EACH SILL PLATE SECTION. CONNECTIONS FOR LISTED UPLIFT LORDS TO BE PRO t I I FROM MODULAR TO FOUNDATION ON SITE BY B (r7 I I I I SLIDING AND OVERTURNING LORDS ARE BY I i PRESCRIPTIVE RNCHOR BOLT CONNECTIONS SPACING PER 2015/2018 IRC SECTION R403.L5. BOLT EMBEDMENT NOTES: L R 1/2"x9"42" STEEL PLATE IS REQUIRED ON COLUMNS. SHALL EXTEND T' INTO CONCRETE 0 ROUTED CELLS OF 11/01/2021 1 I MASONRY UNITS Q24031.fi). 2 SEE FLOOR PLAN, FOUNDATION PLAN AND SET-UP INSTRUCTIONS FOR SECURING I I i MODULES TO FOUNDATION (COLUMNS, PERIMETER 6 CORNER ANCHORS (F REQUIRED)). 1 I 1 3.- ALL GIRDER SPLICES MUST BE LOCATED OVER POST. ---- I I ❑I I I I❑ 1,286LF GRAVITY, -253 PLF UPLIFT `- --- --------- - ---------- ------J L - - - - - ----------- - --- -- -------- ---- ----- - ---- - 1 7D 1/4° i LINE-B N 28'-11 1/2" 17'-0 1/2" AD - 1-SIMPSON STHDI4RJ ANCHOR SILL PLATE TO FOUNDRTION 620 PLF SLIDING AND 2" SOURRE WASHER w/ 1/2" ANCHOR ® 18"0c - 1-SIMPSON HDU14 ANCHOR CONNECTION - LINE-1 & 2 0 PLF UPLIFT BOLT (ASSUME 1/16" OVERSIZED HOLD 1/8" THICK MIN. WRSHER REQUIRED REV.' © SILL PLATE TO FOUNDATION 191 PLF SLIDING AND 2" SQUARE WASHER w/ 1/2" ANCHOR a 36"ocPREMIERBUILDERS ""m"1�EMN BMW= MEMM CONNECTION - LINE-R & B 268(R)/253(B) PLF UPLIFT BOLT (ASSUME 1/16" OVERSIZED HOLD 1/8' THICK MM WASHER REQUIRED ,, ®,o■nr»1 NY NOTE: A SAlB 17K OF MNCY!1011+5 NC APPLICABLE BUILDING CODES: 1`,87 Pa At Mfq.N T77W 0 1,8701516-+ $6 2020 RCNYS; 2020 IECCNYSI 2017 NEC L THIS FOUNDATION DRAWING AND NOTES ARE FOR REVIEW ONLY. ACTUAL wM1y THE PLANS AND SPECIFICATIONS OF THE PERMIT SET RRE DERIVED FROM AND CONSISTENT FOUNDATION DESIGN TO BE APPROVED BY R PROFESSIONAL ENGINEER m�`rm"¢" WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH OR REGISTERED ARCHITECT. TURN KEY / MCKRY THE DEPT OF STATE, WHICH WERE APPROVED ON 4/14/2020 UNDER SYSTEM #M1387-2020-021. 2. THIS DRAWING TO BE USED FOR DIMENSIONS ONLY. 000 3. SEE FLOOR PLRN FOR DIMENSIONS OF UNITS & STAIR LOCRTION. PLAN KW ■■WRRNING: IT IS R VIOLATION OF THE NYS EDUCRTION LAW ARTICLE 145 FOR ANY PERSON, 4. SEE MRSTER SERIES DWGS., SHT. NO. 3c & 4n, FOR NOTES AND DETAILS. TS. FOUNORTION LAYOUT 000 UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 5. MRX. CENTER FLOOR GIRDER SUPPORT COLUMN SPRCING= 6-6" (10'-9" NO ROOD LORDS) DWK Br. MRM se Joe „__.'ER-: TO ALTER THIS ITEM IN ANY WRY. DRM 1 10-05-21 PE 1/4"=1'-0" 1 33277_000 RDHESIVE ONLY RTTRCHMENT OF GYPSUM MRY NOT BE USED FOR THE FOLLOWING: 2-16d NAILS THRU SHEATHING L DEMISING WRLLS BETWEEN GARRGE RND HOUSE. INTO TRUSS FIRE WRLLS, FIRE BRRRIERS, FIRE SEPRRRTION WRLLS RND PRRTITIONS, FLOOR a CEILING FIRE RATED ASSEMBLIES. 3. WHERE LRMINRTED OR CORTED GYPSUM BORRD IS TO BE USED. HINGE STRAP a 48 o C 2 4. WHERE SHEET VRPOR RETRRDERS RRE RPPLIED TO THE INSIDE OR GYPSUM FRCE OF STUD CONSTRUCTION. 5. WHERE LIMITED IN "HIGH WIND DESIGN" RS R FRCTOR OF THE WRLL RSSEMBLIES WIND RESISTRNCE. CONT RIDGE VINE 125'X20ga STEET STRAP w/ 7-0131"x2-" NAILS ER END lod NAILS a S' O.C. RLUM. DRIP EDGE a 2-0131"x3' PAILS TOED. PRE-MRNUFRCTURED WOOD TRUSS:HM585829 (7/12. 16' O-C) L25"209a STEEL. STRAP w/ 7-0131'X25' NAILS ER END SEE SEINED TRUSS DESIGN RND a 2-0.131'k3A" NAILS TOED. TRUSS INSTALLATION INSTRUCTIONS FOR ANY REQUIRED BRACING INSTALLATION. RLUM. FASCIA MT512 TRUSS KNEEWL TO KINGPOST (y DIM'x33" TOE NAILS FROM TRUSS TOE NAILS FA AL FASTEN w/7 10d x15' HEALS FA END a 3TEEWRLL STUD TO PLATE PERFORATED TRUSS TO TOP PLATE 2-UMVX3.0' NAILS TOED ER TRUSS FIDERGLAS OR SELF SEALING SHINGLE, PER VINYL SOFFIT 2-ifid NAILS TI RU SHEATHING FROM KING POST TO RAIL 12 SECTION R902 FII CLASSIFICATION a 8905.2.41 WAD RESISTA NCE INSTALLED OVER MTSI6 FA TRUSS INTO TRUSS l 7 TYPE 15 FELT WITH 18' OVERLAP OR *55 TO STUD BELOW 7/16 058 ROOF SHEATfiIING SIMPLEX SHINGLE UNDERLRYMENT OR EOURL MANUFACTURER SUPPLIES RIDGE 36" WIDE AN ICE BARRIER THAT CONSISTS 2-10d NAILS FROM PLYWOOD ANT FOR FAD INSTALLATION OF AT LEAST 0 LAYERS OF UlNDERLRYMENf DIRECT TO STUD BY OTHERS AS PER MR NIFACTURERS IISU_ BAFFLE TO PROVIDE AIR CEMENTED TOGETHER OR OF R SELF-RDHERING INSTRUCTIONS SPRUE FOR ATTIC VENTILATION POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN LIEU OF' NORMAL LINDERLRYMENT w/WAD WASH (INSULRTION DAM) AND SHALL EXTEND FROM THE ERVES EDGE il TO R POINT AT LEAST 24 IN. INSIDE THE EXTERIOR WALL LINE OF THE BUILDING 5/8" GYP BD CONT. 5/8" OSB STRIPS (SHINGLES IN57RLLM PER MANUF SPECIFICATIONS) CONT. 5/8" OSB STRIPS DSL TOP PLATE DBL TOP PLATE 7/15" OSE3 SHEATHING R-59 CELLULOSE INSUILRTION w/V.B. TO WARM SIDE 1/7 GYPBD FI2IEBLOCK BETWEEN MODULES 2x3 SPF *L*2 a 16' O.C. ON-SITE BY OTHERS PER STATE o AND LOCAL CODES 2x6 SPF *1/x2 a 16' O.C. bo R-21 FIBERGLASS JOIST Fir)NGER w/VB. TO WARM SIDE L7' GYPS AIR/MOISTURE RESISTIVE 13FRRIER SINGLE BOTTOM PLATE SINGLE BOTTOM PLATE 19/32 OSB FLR SHEATHING (40 TASPF YJ %1/*2 CENTER GIRDER PER HALFCLERK SPAN ROOF BEAMS LOCATED OVER FLUSH 31" FOAM INSULATION R-202 LSTR18 a 16'oc CEILING AREAS SHALL BE SECURED TOGETHER 2-2x10 SPF *L*2 FLR RAIL W/7-10d NAILS FA LEG SC REWS ART04 4"0 16d NAILS OR «8 x 2S' 2x10 SPF *L*2 a 16" O.C. 1-24 SPF *1/*2 151818 a 16'oc 2x6 SPF *1/*2 a 16' O.C. W/7-10d NAILS EA LEG 1-2x12 5PF *1/*2 FLR RAIL R 1-2x6 SPF *1/*2 SHEATHING NAILED F w/2 ROWS 0113 k7' NAILS CONT. 5/8 OSB STRIPS 5/6' GYP LC 1-ad2 SPF *L*2 ARIL R-19 FIBERGLASS 3/8X8" LAG a 32'oc WALL STUDS TO FLOOR RAPD INSULATION LINE-1 a 2 6'oc DBL TOP PLATE CONT. 5/8' 058 STRIPS 2nd STY FLR RAI- TO DBL TOP PLATE 1st STY FLR RRIL.RIE! 2nd _ _ 7/16" 058 SHEATHING 16�'ocH W 6-lOd TNAILS 0131'X3" TOE-NRI-ED RRIL 0 1st STY FLR ARIL FA LEG LINE-A a B 6bc LINE-1 a 2 3'oc AIR/MOISTURE o 2x4 SPF *1/*2 a 16' Or— JOIST HANGER JOLT HAPS SHEATHING NAILED w/2-ROWS 0113'X2" NAILS RESISTIVE BRRRIER 1/7' GYPBD ' FLOOR BAD TO CEILING BAND. a� LINE-R a B 6"oc R-� FIBERGLASS 1U LAE-1 a 2 6'oc 2x6 SPF *L*2 a 16' O.G w/V a TO WRRM SIDE \ 1/2" GYPBD 1� DIFufi' LONG N---SHEATHING NAILED W/2-ROWS 0.113'X7' PK1I_5 BOLT a 96" O.C. CEILING BAND TO WALL STUDS. HLINE--R a B 6"oc SINGLE BOTTOM PLATE 19/37' 038 SHEATHING LSTR18 a 16"oc LIE-1 a 2 Woc \R-30 FIBERGLASS R45LLRTION W/5 lOd NFlILS FA LEG SINGLE BOTTOM PLATE w/V a TO WARM SIDE, BY OTHERS 3-240 SPF *1/*2 CENTER GIRDER PER HALF (6 TOTAL) SHEATHING NAILED w/2-ROWS 01135Q" PAILS 2-2do SPF *1/-2 FLR RAI ado SPF *1/*2 a 16' O.C. LSTRIB a 16'oc WALL STUDS TO FLOOR BFlND ALONG BOTTOM W/5-10d NAILS FA LEG EDGE OF PANEL , LICE-R a B 4"6c m SILL PLATE, 2x6 Mn (PRESSURE TREATED) LAE-1 a 2 6'oc JOIST HANGER SILL SEALER FLOOR BAND TO SILL CONPECTIOK '-'-�.� LINEAL a B W/0131'k3" TOENAILS 6'oc lb., a LINE-1 &-2 W/SIMPSON LTP4 17bc a 0131"X3" TOENAILS 6'oc NOTE: ;[^{`C 4• RLL MRTERIRLS & LRBOR REQUIRED BELOW a �=SHEATHING NAILED w/L ROW oli3 x2° NAILS BOTTOM OF FLOOR JOIST BY OTHERS. ' / �� °; 1/2" D)AxlO L2" LONG FLOOR EIFYND TO SILL PLATE ALONG BOTTOM { _ =3 ;C j 4); BOLT a 48" O C EDGE OF PFlPEL_ t 1 L I E-R a B 3'oc LIE-1 a 2 3bc FIREPLOCK BETWEEN MODULES ON-SITE BY OTHERS PER STATE ny_cross_sections c a I RPD LOCAL CODES awe Hari SEM�m REV, rm IDS ii7'�YLD Q4mC UNCY HORDES, INC ��,UN E67 Pa Mrwv Pa 11756 +r/aS*6444 0. NY NOTE afin milm L IRlld i APPLICF0 BIM CDOES ORiF 2(>20 ; 2= IECCNYS; 2M7 NEC DETAILS THE WITHRT E PLANS RPD�SPECI�FICATTIO OF S A TPERMIT ED WITHTH THE APPROVAL CDERIVED FROM SN Fn (JIT 11/01/2021 THE DEPT OF 5TRTE, WHICH WERE APPROVED ON 4/14/2()29 UNDER SY57EM *ML387-2020 021 CROSS SECTION - TWO STORY MONO P`""DETI owPiN NG IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE i45 FOR ANY PERSON. INw UNLESS HE IS ACTING ODER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ours DRM 10-05-21 PE 1/4"=1'-0" 33238_000 TO ALTER THIS ITEM IN ANY WRY. TOP OF RIDGE - - _ SMSON LFIJOSTItAPPING: ----__--_-- - --------- -------------------- -----------------`--`-------`--------------------------------------`--------------- .�� YGER 1 2a-0' I Sid" ':f T= DEC4NG: Y ' -� I GREG SZLEJTER, P,E. 7k4•HARDWOOD • ' 423 KRATOVILLE AVE DECKING IBD I ;.yk;�? •c'° -L_�1 I RIVERHEAD,NY 11901 NAILER BOARD: .'-°p •' "-ZC 'TN.; /.K +b'...,,.' °..:.:i 4' RAFTERS: �I(`"•-` -�'AW:- '�.. (2)218 I .±�<�`- ty 61RAPPINOGAASSNECESSSSVSV '` �i.-•' + ' 516-492-7153 LAG Bou: I ,H :;,, ,,_'• @:. I I GALVANQEDLAG BOLT @16' r, L'. t O.C. •-''''H R'•`` _ ,'t� +yy,, , HURRICANE RE DO\M1M STRAPPING r'S,.+'+�'-. " ~:,•i^I. SMSON LIP42 @160.6 I ..f..,. °I STRAPPING-: NYS SEAL: :�?. .^ 'a �M-, •°: SILL PLATE: ,I I USE I„ ° SIMSON STRONG H2.SA MIN 4 AT EACH POST ...�,+.- ., i•,:+'-``7t .S ,�''• '^.'!'' DOUBLE 2 X6AC9 PLATE ..,; (( _ ANCHORED To FouNDAT.ON WALL I I I I BEAM: ,': .; , I I (3J 2%l O WARPED IN WC ERM No ' ., RE SHIELDTRIM .{y.! ""' "• �ti. I'' s COPPER 1ERMTR SHIELD SEAL ALL I 1 I -ie• ?'^7 - •-•wr"�-i _ ,..,.+.: saMSANDHOLESARouuD _ II I I FOUNDATION PERIMITER I I I I I COLUMN: } bz6Acsrosi - r- ��, - Des OF. n I I i. ;;_..-�_� t '?V-�,,,,,,.` a�S - i�:i `:c sie° . . I - _ I I I I COLUMN: TOP OF PORCH RIDGE 'q� ,'r m ".M.,�:i e n -' .� ._•__'�•. - - -_.-____-__-___ B'POURED CONCRETE WALL - - -__- I I I WARPED IN FVC BOARDS SRE a.:,7-5' u R°K'"' 'li }:,c ±"- ! FWNDATION WALL' y I I J ` F- II I I T L € . Y p.. .� ;: J "4' ---1 - �Vs{+.�ixll R',. ,•r- 7 5 .•4 t�.Aan: tC1 •R''� _ WITH S6 VER11GAL RC EEE 2' •J. � -- ^ , +, �- ~R•- 0 1. O C.BOTH WAYS DETAIL-WALL SECTION l 0 DETAIL-COLUMN TO ROOF CONNECTION TOP OF PORCH BEAM _ i :'Ff'.• - ��.e. •1 'n- �`�s-- 'tl'-3 --------------------------`-- - - - - - - SRE ' .`vl..•, �!,' x-'•�i. I '' SCALE: 7 7/2'=7'-0' `� SCALE: 7 1/2'=7'A' ��D. i. ....w a..;;<�,•:.v I,'_.`Y'M ...,r., �y.±My•• f.M1,�V��.Y,:�o-�•.�y•""J,D�.DiGAJ•ET_LEl�Sl•`lryopy,..,Y,v,yt�9,�E'R-$rt,\-r:y�x_.='•�..v'J_a?rY`.�`f':'�tr_7:.M4?"'., '.+,' . XxDECKNG: tskd•L4RDWOOD ' T 'A'RE' O 'REFAB.: DECIONG TBD. I DECONG:r _j BLOCKINSTRAPPING: 5/ . _-__-__'-�__-_ __-__-__-__-__ __ @76•o.c:. �-- '_y ::Ty'I':1,=.j-•; , .-•�`'•'mm,:'_ II 4'DE C KNG7 OISI HANGER A5.0 PDE BIOCKNG LAG BO-T: RIM MIN 48OC. 8'GALVAMZED (2) INS DEIN 0 EL:I-,' NAILER BOARD: DECKING Jo:s r .D 1212x8 2x8 ACO DECKJ' OISTTE RIMJJIS7: TOP OFONDATON (2)NS BEAM:HURRICANEiEDOWM57RAPPING: IR2xl2 ACQ2, - _ _ SMSONLP42@160.C. GRADE ----- DOUBE6sILLPLATECOLUMN:SI2xCQ PLATE - ANCHOR ----------------- 66ACQ POST TERMITE SHIELD: ^I REVISED: BASEMENT SLAB CONSTRUCTION: FOOTINGCONSTR'JCTION' I' --- - -- COPPUI TERMITE SHIELD SEA:ALL I I I IREV.1-09.24.2021 illiF - I 4•POtRED C014CRETE SABYMIT 1B'X 12•DEEP POURED CONCRETE I - - 1^ - _ SEAMS AND HOLES AROUND I 1�n.J I I I STRAPPING: SIMSON STRONG P8560HDG 6x6-10/10 W1NM OVER MECHANICAL FOOTING WITH(4)06 CONTINUOUS 1 FOUNDATION PERIMRER I I" _ I I I COMPACTEDSOIL-PROUDE j' REBAR TIED TO WALL REBAR AT BALDING POST BASE STAND OFF _ _ _ _ _ II TOP OFSIAB PER IMEIERERPANSONJOINTS W/ PERIMETER.PROVIDE3.OF CONCRETE - "T _ANCHOR BOLT. I w I a - .O.C. SIZE EL:A'-8' _ _ _ 1, CONTROLJO'�MS PS REQJIRED. COVER ON ALL REBAR RYP.1 5!8'DA@24 _ - f�, BSIOTETETLO.:M A'O-0•F FOOTING4 =_ _�_I-I"1-1_r-}' ��J'-' - = -= �--"• "-fir, _-, -' - --- I- i -_- - - _ - I --__--_-__----__--_-_- __-II 1 FOUNDATION uaWALL: FTIO12•x12' BPOURED CONCRETEWALL WITH COLUMN ------------- _11 10 #6 M:RTCfI REBAR @ 32O.C._ m- - BOM WAYS DETAIL-WALL SECTION DETAIL COLUMN TO MASONRY CONNECTION D oNCRE7E SCALE: 1 1/Y=1'-0' SCALE: 1 1/2'=1'd 1 SECTION A-A � � SCALE: 1/4•=V-0' (_ I II 4 I s,rn�erxsn la SOUTH . WESTHAMPTON ON BEAC BEACH.RUNY FOUNDATION WALL CONSTRUCTION' ,Il I PHONE.516-721-9474 8•POURED CONCRETE WALL Y+SM#b I I •e• O O eawiFa,um eE mxisuwasus EMAIL:CZMNECKIDESGNS@GMNI COM VERTICAL REBAR @ 32°O.C. I - O O 'O )4•xix Fa,az n TOPOFRIDGE SfiE EL:28'-0' <;` -. '." _,; _ ,. .cVy _ unem eases ett + a rswcmroTwlrrsuceasws I I I .� rorwwaXe\ -.'..r -•r sr+nvoN BrtcHu7NE "Y' WATERPROOFING Y_ , LEDGER BOARD TO HOUSE CONNECTION SLAB CONSTRUCTION '=.�-"�_""�r-`..'. _S - 2X.:r.,•� _s._.•:*;'ri-'+fi'.Yx'�.e,`v_-iS".,, X S......+.-. "'. "4� 4-POURED CONCRETE 81A6 e a \\ a I FOOTING CONSTRUCTION: a .. 4'X 12'DEEP POURED CONCRETE I 1 _- _ `:•65T:-_-:`_'-`".='.. ,y f,,� 'V' .. - FOOT'JG WITH(4)#6 CONTINUOUS REBARTIED70WALL REBARAT _ I `•' ��, _ y. --..+�.-c,. BUILDING PERIMETER PRIVATE RESIDENCE 75 BIRCH ROAD TOPOFPORCHRIDGE i-�: - ;a`:r:evt',`,;,�,: S. ,,. °; ,_xr ' - ---- 'f"''""" `'""L ��` HOLD,W 11971 EFFE ,r-5• --- _ -- - �-=n;'• I.. �. DETAIL-WALL SECTION sour PORCH ROOF: I_ STANDING SEAM METAL ROOF jf .{• .°I I `•I.. ,r+? .-•. SCALE. 11/2=1-0° SRE EL.:9'<' L I y s+.\u� .- nCK �-}„f M?�.".ar•_. OVER ICE AND WETHER SHIELD _ f y -- OVER:"PLYWOOD OVER 24 •I - _e .... ...'.1,..e.J.::' °` .I, -tea, y_.' ,•; r ...- ;.._,`. .,�r _._ j-----------------7� `\� S TOP OF PORCH BEAM _ I'. ••:' I� _ _, ,I SECTION ALL TRIM,COLUMN TO ° BE _- ru-' LN, N LlNg ff ROOFING >S^ EY °30#FELTWARPED IN PVC PAE%ER RAIUNG Fill ROOFING:36MIN RAILINGROOF SHINGLES OVER FCDX PLYWOOD II Y_______ S�¢ DD f_ _ / III I 6 TOP OF FOUNDATIONTV - SITEFl.:O'-0' HALF ROUND GUTTER SUPPORTED W/STRAP I A GRADE -__-. 70 ROOF DECK I I 51u SRE EL:-1'-2' I I I TRIM&SOFFIT: I TO MATCH 70 MAIN DWELLING I I PYRAMYD LAW DIAGRAM PROVIDE INSECTSCREEN L------------ - -------J SCALE: NT.S � l 5) TYPICAL EVE DETAIL DECEMBER 14,2021 SCALE: 1 112'=1'-0' ROOM SCHEDULE MATERIALS SYMBOL SCHEDULE ROOM#I ROOM NAME I FLOOR GREG SZLEJTER, P.E. ME EARTH/COMPACT FILL 423 KRATOVILLE AVE BASEMENT RIVERHEAD,NY 11901 UNFINISHED BASEMENT BASEMENT POROUS FILU GRAVEL 516-492-7153 (MAIN FLOOR) CONCRETE BLOCK WS SEAL: CAST-IN PLACE CONCRETE PRE-CAST CONCRETE WOOD FRAME I CONSTRUCTION-(Small Scale) DRAWING SYMBOL SCHEDULE -IFSTONE WALLS BUILDING SECTION, WOOD FRAME REFERENCE DRAWING NUMBER CONSTRUCTION-(Large Scale) ISSLIED1. WALL SECTION or ELEVATION RIGID FOAM INSULATION.vA]-] REFERENCE DRAWING NUMBER FIBERGLASS BATT INSULATION 16 DETAIL REFERENCE DRAWING NUMBER EXTERIOR INSULATION AND FINISH SYSTEM ROOM NAME-NUMBER EXTERIOR CEMENT STUCCO 7. SYSTEM WINDOW TYPE WOOD-FRAMING,ROUGH -7 LUMBER EXTERIOR DOOR TYPE REVISED: WOOD-BLOCKING REV.1-09.24.2021 PRIVATE RESIDENCE 2'.7-E) INTERIOR DOOR TYPE WOOD-FINISH LEVEL LINE (FOUNDATION + ACCESSORY S'TRUCTURE DESIGN) OR DATUM CONTROL POINT PLYWOOD-(Large Scale) 75 BIRCH ROAD SOUTHOLD, NY 11971 Z.�GE�ND .. DESIGNED TO 2020 NYSRBC q3. CLIMATE AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WiNDSPEED SEISMIC DESIGN SUBJECT TO DAMAGE FROM: 49 SC�JfH CD RD. WINTER DESIGN TEMP ICE SHIELD WESTHAMPTON BEACH,NY LOAD(PSFI (MPH) CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY (F) UNDERLAYOUT REQD FLOOD HAZARDS PWO E:516-721�9474 EMAIL'CMNECKDESIGNSC.G.VALCOM 20 130 A-B SEVERE 3'-0' MODERATE TO HEAVY SLIGHT TO MODERATE 13 DEG YES TABLE OF DRAWINGS ACCESSORY SQUARE FOOTAGE GENERAL INFORMATION A-1.0 GENERAL INFO. N.T.S. FRONT PORCH:173 SIF REAR DECK 370 SF FLOOR PLANS Ioe A-3.0 FOUNDATION PLAN MAIN FLOOR PLAN 1/4"=V-0" tMT ELEVATIONS PRIVATE RESIDENCE BUILDING ELEVATION 1/4" V-0" A-5.0 BUILDING SECTION+SECTION DETAILS VARIES 75 BIRCH ROAD E.1.WAL:1,111111CONNECTON iRICAL TOP FLAIE-SUDSWCONN-CTION wM ll"r I1,11'1_1 NIPOI0, SOUTHOLD,NY 11971 v,IroOGLUhIlX10.2 - GENERAL NOTES: INFO 1 PXESTRAPOO TfflfPI t-WOOD POST TO CONCRETE CONNECTION I ,j�ALLPLA!MPCONNECIOW lckLIOPPLATE-STUDS-RAPCONNEC[ION TYPICAL STUD- TYPICAL A A STRAPPING DETAILS DECEMBER 14,202 GREG SZLEJTER,P.E. 423 KRATO'ALLE AVE RNERHEAD,W 11901 E 2 riG CONSTRUCTION'. 516-492-7153 21- 36 PRCNlD=DIM WITH MIN W4�1 7 DEEP POURED 50 GAL DRY WELL CONCRETE 2&-9- F---- ------- --- --------- NYS SEX: 5'-2-OA T-1c* ISSUED: A 12.-4. 13-1- g ONE INDICATES 5 6' L 111 +-J L,- 7� REVSED: REV.1-09,24.2021 pRcVDE TYPE W FIRE oixu FN-011 Cl- 6, C 5.0N RESISTANT GYPSUM BOARD L+J L A5. 4-MIN.POURcD C...SLAS�? OVER UND STUREED SOIL J, I 4- DIT E' L_ I---`-[YCO­Ll.N F r- 5?-3* 49 SOUTH COUNTRY RD. WESr4AJ.IPT0N BEACH,NY 10'DLA.S014ATUBE FILLED WITH PHONE'516-721-9474 EMAIL:CZARNECIGDESIGNS@GMAL.COM PCUREDCONCRE 6-MIN. OVER BELOW GRADE;wTNGCONSTRUCflON: F-T-1 0 16'x 12'DEEP POURED— 24'x24x)21)EEPF0OI"4G CONCRETE FOOTING WRH Al 06 IL CONTINUOUS RERAR TIED TO WALL t 12BAR AT BLIILDNG PER,V ETM. DE 3-OF CONCRETE COVER N ALL REBAR(TYP.1 FOUNDATION WALL 1-12 8-POURED CONCRETE WALL W.TH 06 VERTICAL AND 0 HORIZONTAL RESAR @ 32.0 C. - ------------ I (D'I DN. O' PRIVATE 27'-6' _____ 7'.6- ----- 9,911 RESIDENCE I., SONATUBE FILLED WITH POURED CONCRETE 36'MIN. 75 BIRCH ROAD BELOW GRADE OVER 24'44'x12'DEEP FCOTNG SOUTHOLD,NY 11971 FOUNDATION P�LANlAw ANCHOR BOLT SCHEDULE �AND PORCH PLAN SCALE: 1/4'=V-0" SCALE: 1/4'= 1'-0" FOUNDATION PLAN FOUNDATION NOTES. DRAWING LEGEND 1. PI3ER10- 2. A3 , 0 m I G 1 1 1 w- 1 1 DECEMBER 14,2021