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Town of Southold 8/14/2019 0 P.O.Box 1179 v' 53095 Main Rd oy�jo� �a5 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40619 Date: 8/14/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 930 Plum Island Ln., Orient SCTM#: 473889 Sec/Block/Lot: 15.-7-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/9/2018 pursuant to which Building Permit No. 43162 dated 10/24/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING (MODULAR)WITH COVERED FRONT PORCH,REAR STOOP, ATTACHED GARAGE AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Sands,David&Sarah of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0201 08-02-2019 ELECTRICAL CERTIFICATE NO. 43162 06-19-2019 PLUMBERS CERTIFICATION DATED 03-05-2019 (Ne Bugdib Auto e ignature SUFFot�- TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43162 Date: 10/24/2018 Permission is hereby granted to: Kren, Patricia 990 Cardinal Dr PO BOX 1018 Mattituck, NY 11952 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 930 Plum Island Ln., Orient SCTM #473889 Sec/Block/Lot# 15.-7-9 Pursuant to application dated 10/9/2018 and approved by the Building Inspector. To expire on 4/24/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,704.80 CO -NEW DWELLING $50.00 Total: $1,754.80 hA _'_ iting Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing'land uses: I. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-S.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 4 / Date._ 10lowy— New Construction: V I�/� Old or Pre-existing Building: (check one) q lb Location of Property: -- � 1 :51A t V I ON House No. Street � Hamlet c7f'1 Owner or Owners of Property: M V 1 1 1 f2A W D5 Suffolk County Tax Map No 1000,Section 1E Block 7 Lot Subdivision (( I n Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for. Temporary Certificate Final Certificate: (check one) Fee Submitted:S S o Applicant Signature °F souTy®l Town Hall Annex Telephone(631)765-1802 54375 Main Road r� Fax(631)765-9502 P.O.Box 1179 ® �� roger.richert(a)-town.southoId.ny.us Southold,NY 11971-0959 couff BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: David Sands (Kren) Address: 930 Plum Island Lane city,Orient st: New York zip: 11957 Building Permit#. 43162 Section: 15 Block: 7 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Anything Electric License No: 5220-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt 2 Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect 200A Switches 7 Twist Lock Exit Fixtures TVSS Other Equipment: "MODULAR HOUSE" Notes: Well Pump, 15-ARC Fault Circuit Breakers Inspector Signature: Date: June 19, 2019 0-Cert Electrical Compliance Form.xls Town Hall AnnexTelephone(631)765-1802 W- 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING]DEPARTMENT TOWN OF SOUTHOLI) MAY 3 1 2019 TOWN OF SOU fW CERTIFICATION Date: Building Permit No... Owner: 56414 5ANDS (Please print) Ylumben- (Please print) I certify that the solder used in the water supply system conta' s less than of 0 lead. (Plumbers Signature)-- Sworn to before me this� day of fKa-f-(lh 20 I Notary Public, J-ounty- BARBARA H. TANDY Notary Public, State Of New York No. 01TAE3086001 Qualified In Suffolk County a' Commission Expires 01113/20 L41 %f SOUIyOlo f # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION - 01-% ASP-,,, 1 [ FOUNDATION 1 ST J6 [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: oh I 0 cvmvl�z &vvwI`w 4p- AvvA 4140yk is i DATE !g INSPECTOR SOUIyO� * TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2N /(/J [ ] INSULATION [ ] FRAMING /STRA PING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R MAR l X61! sov c9v o 0 o v� DATE INSPECTOR ,`0 6 TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FG611NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMAR S: DATE I INSPECTOR rg SOUTyO h� �O TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULAATIO [ ] FRAMING /STRAPPING [ FINAL /V/ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 0 �G C4 DATE INSPECTOR OF SOGTy�� # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION2j [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� �� INSPECTOR August 13,2019 ') s !r"_ `y> _,; ,'`v y Town of Southold AUG 1 4 2019 54375 Route 25 Jrx_,J �- 1,; PO Box 1179 OT 00-U 3UGID Southold, NY 11971 To whom it may concern: Soil stabilization has been done at 930 Plum Island Lane,Orient, NY 11957. The building permit number is 43162. The property owners are David R.Sands and Sarah M.Sands. Jam fil David R.Sands Sarah M.Sands ROBERT A MAZZAFERRO NOTARY PUBLIC() STATE E OF NEW YORK QUALIFIED IN SUFFOLK COUNTY I COMMISSION EXPIRES JUNE 15,20 NEW YORKnrI BUILDING TECHNOLOGY GROUP AUG 12 2019 Flu;DIT'T1-, Affidavit Of 2015 IECC Compliance Date: 65//2019` Inspection Address: 930 Plum Island Lane This is to Certify that on 6/26/2019 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: 13 ACH 50 Conditioned Floor Area: 2090 Blower Door Test Result: 1 88 Conditioned Volume: 17765 Leakage in ACH50: 3 402.4.1.2 2015 IECC Compliance: PASS �_3p/ 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 lof conditioned floor area. System 1: Basement Leakage CFM@25: 22 Supply R-value: 8 Return R-value 8 System 2: Attic Leakage CFM@25: 50 Supply R-value: 8 Return R-value 8 System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 72 CFM@25 Leakage Limit: 83.6 CFM@25 403.3.3 2 2015 IECC-Compilance: I IPASS Signature of Certified RESNET_k ERS Rater: HERS CIA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Tom Baccarella =_> certification #3587347 607-277-6240 J�J - Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com f - ` NEW YORK (BUILDING - T E C H N O L O G Y G R O U P Affidavit Of 2015 IECC Compliance Date: 6/27/2019 Inspection Address: 930 Plum Island Lane This is to Certify that on 6/26/2019 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: 13ACH 50 Conditioned Floor Area: 2090 Blower Door Test Result: 887.6 Conditioned Volume: 1 17765 Leakage in ACH50: 3 402.4.1.2 2015 IECC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: Basement Leakage CFM@25: 22 Supply R-value: 8 Return R-value 8 System 2: Attic Leakage CFM@25: 50 Supply R-value: 8 Return R-value 8 System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 72 CFM@25 Leakage Limit: 83.6 CFM@25 403.3.3 2 2015 IECC-Compiiance: IPASS Signatur_eaf Certified RESNET HERS Rater: HERS CIA Provider: Performance Systems Development r = 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Tom Baccarella J- '_ Certification #3587347 607-277-6240 ll Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com 1 NEIN YORKImtI BUILDING TECHNOLOGY G R O U P Affidavit Of 2015 IECC Compliance Date: 6/27/2019 Inspection Address: 930 Plum Island Lane This is to Certify that on 6/26/2019 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: 13 ACH 50 Conditioned Floor Area: 1 20901 1 Blower Door Test Result: 1 887.6 Conditioned Volume: 1 1 177651 1 Leakage in ACH50: 1 3 402.4.1.2 2015 IECC Compliance: I I PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: Basement Leakage CFM@25: 22 Supply R-value: 8 Return R-value 8 System 2: Attic Leakage CFM@25: 50 Supply R-value: 8 Return R-value 8 System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage, 72 CFM@25 Leakage Limit: 83.6 CFM@25 403.3.3 2 2015 IECC Compliance: PASS Signature of'Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 � V Provider ID#: 1998-072 Tom Baccardilla Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com HVAC Design Calculation in accordance with ACOA Manual J,D,,& S Manual J Eighth Edition V.2 For 930 Plum Island Lane Turn Key Modular Homes 286 Flanders Blvd Flanders NY 11901 (631) 284-3010 f NEW YORK BUILDING T E C H N 0 I 0 G Y Ga0UP Prepared by: Thomas Bacccarella in accordance with ACCA Manual] 8th edition,V2 Signature: �, ���'�� Date: 5/31/2018 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 br interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 159 Route 25A Building 1 Suite B Miller Place,NY 11764 Telephone:631495-0289 Fax: 631 3892808 Email:Gene@nybtg.com Revised August 30,2017 Manual S Compliance Report Job: 1771 NEWYORK BUILDING P Date: May 30,2018 NEW IB:o�o°`°`" first By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg corn Web www.NYSTG.com Project Inf• • For: 930 Plum Island Lane, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 284-3010 Email: flandersreno@gmail.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 14845 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.7°F Latent gain: 3969 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 18815 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1424AJ1NA+RH1V2417STANJA Actual airflow* 800 cfm Sensible capacity* 16800 Btuh 113% of load Latent capacity: 7200 Btuh 181% of load Total capacity: 24000 Btuh 128% of load SHR, 70% Heating Equipment Design Conditions Outdoor design DB: 15.7oF Heat loss: 16541 Btuh Entering coil DB: 67.5°F Indoor design DB: 72.07 Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer. NAVIEN, INC. Model: NCB-240E Actual airflow: 800 cfm Output capacity. 18000 Btuh 109% of load Meets all requirements of ACCA Manual S. W1'Ig17t5oftO 2018-May-31 14:03.54 Right-Smte®Universal 2018 18.0.04 RSU25790 Page 1 ACC'k ...W\930 Plum Island Lane\930_Plum_Island_Lane.rup Calc=MJ8 Front Door faces W Manual S Compliance Report Job: 1771 NEW YORK BUINLDi NSG Date: May 30,2018 I�^ second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg corn Web www.NYBTG.com Project • • For. 930 Plum Island Lane, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 284-3010 Email: flandersreno@gmail.com Cooling Equipment Design Conditions Outdoor design DB- 84.3°F Sensible gain 13843 Btuh Entering coil DB: 76.6°F Outdoor design WB: 71.7°F Latent gain: 2521 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 16365 Btuh Indoor RH. 50% Estimated airflow: 510 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1418WJ1NA+RH1V2417STANJA Actual airflow: 510 cfm Sensible capacity: 14703 Btuh 106% of load Latent capacity: 2873 Btuh 114% of load Total capacity: 17576 Btuh 107% of load SHR: 84% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 16643 Btuh Entering coil DB 65.2°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: NAVIEN, INC. Model: NCB-240E Actual airflow: 510 cfm Output capacity: 20000 Btuh 120% of load Meets all requirements ofACCA Manual S. y wrlghtsoft® 2018-May-31 14 03 54 A nw mN.w emmn w.•,omo•m Right-Suite®Universal 2018 18 0 04 RSU25790 Page 2 AC'CW1930 Plum Island Lane\930_Plum_Island_Lane rup Calc=MJ8 Front Door faces W Load Short Form Job: 1771 NEW Date: May 30 2018 YORK � ® BUILDING y � firs By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg corn Web www.NYBTG.com 'Project • • For: 930 Plum Island Lane, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 284-3010 Email. flandersreno@gmail.com Design Information Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 30 50 Moisture difference(gr/Ib) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240E Cond RA1424AJlNA AHRI ref 8580772 Coil RH1V2417STANJA AHRI ref 7490965 Efficiency 95AFUE Efficiency 13.0 EER, 15.5 SEER Heating Input 18000 Btuh Sensible cooling 16800 Btuh Heating output 18000 Btuh Latent cooling 7200 Btuh Temperature rise 21 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.062 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.79 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Foyer 206 3028 1392 189 78 Powder 41 98 13 6 1 Dining 265 2738 3062 171 172 Kitchen 209 2980 5063 186 285 Living 285 3981 4701 248 264 first d 1006 12825 14231 800 800 Other equip loads 3715 614 Equip. @ 0.89 RSM 13257 Latent cooling 3969 TOTALS 1006 16541 17226 800 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. \ '*' wrightsoftm 2018-May-31 14 03 54 �kMR••.� ....•..— Right-Suite®Universal 2018 18 0 04 RSU25790 Page 1 ..W\930 Plum Island Lane\930_Plum_Island_Lane.rup Calc=MJ8 Front Door faces W r Load Short Form Job: 1771 NEW YOfiK o BUILDING Date: May 30,2018 second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web.WWw.NYBTG.com Project • • For: 930 Plum Island Lane, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 2843010 Email: flandersreno@gmail.com Design Information Htg Cig Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 30 50 Moisture difference(gr/Ib) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240E Cond RA1418WJlNA AHRI ref 8580772 Coll RH1V2417STANJA AHRI ref 8636338 Efficiency 95AFUE Efficiency 13.0 EER, 16 SEER Heating input 20000 Btuh Sensible cooling 12600 Btuh Heating output 20000 Btuh Latent cooling 5400 Btuh Temperature rise 36 °F Total cooling 18000 Btuh Actual air flow 510 cfm Actual air flow 510 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.038 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Cig load Htg AVF Cig AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Hall 134 1396 394 54 15 Laundry 21 35 873 1 34 Bath 1 76 1493 318 57 12 Master Bath 98 1122 678 43 26 Master Bed 263 3531 4140 136 159 Bed 3 198 2322 3338 89 128 WIC 74 711 ' 146 27 6 Bed 2 222 2634 3395 101 130 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2018-May-31 14.03.54 �- M•�rw-a.-.. , m.. Right-Suite®Universal 2018 18 0.04 RSU25790 Page 2 A ...M930 Plum Island Lane\930_Plum_Island_Lane.rup Calc=MJ8 Front Door faces W J second d 1085 13244 13282 510 510 Other equip loads 3399 561 Equip. @ 0.89 RSM 12362 Latent cooling 2521 TOTALS 1085 16643 14884 510 510 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. � * wrightsoft® 2018-May-31 14.03.54 , �MR•�J� .• •gym• Right-Suite®Universal 2018 18 0.04 RSU25790 ZtACPage 3 ..W\930 Plum Island Lane\930_Plum_Island_Lane.rup Calc=MJ8 Front Door faces W Pro ect Summar Job: NEW BUILDING � � May Date: May 30,2018 YORK first By: Tom Baccarella New York Building Technology Group 159 Rt 25A Budding 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tam@nybtg.com Mb:www.NYBTG.com Project Information For: 930 Plum Island Lane, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY Phone: (631) 284-3010 Email: flandersreno@gmail.com Notes: Design Information Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 11689 Btuh Structure 13956 Btuh Ducts 1136 Btuh Ducts 275 Btuh Central vent (60 cfm) 3715 Btuh Central vent(60 cfm) 614 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 16541 Btuh Use manufacturer's data n Rate/swing multipplier 0.89 Infiltration Equipment sensible load 13257 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 2293 Btuh Ducts 366 Btuh Central vent (60 cfm) 1311 Btuh Heating Cooling Outside air Area(ft2 1006 1006 Equipment latent load 3969 Btuh Volume(ft') 8046 8046 Air changes/hour 0.20 0.07 Equipment Total Load (Sen+Lat) 17226 Btuh Equiv.AVF (cfm) 27 10 Req. total capacity at 0.70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary, Make NAVIEN, INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240E Cond RA1424AJlNA AHRI ref 8580772 Coil RH1V2417STANJA AHRI ref 7490965 Efficiency 95AFUE Efficiency 13.0 EER, 15.5 SEER Heating input 18000 Btuh Sensible cooling 16800 Btuh Heating output 18000 Btuh Latent cooling 7200 Btuh Temperature rise 21 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.062 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.79 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018-May-31 14 03 54 .� ^�^�_ ^�--% m Right-Suite®Universal 2018 18.0.04 RSU25790 Page 1 ACC`...M930 Plum Island Lane\930_Plum_Island_Lane.rup Calc=MJ8 Front Door faces W Pro ect Summar Job: NEW YOflK m BUILDING 1 � May Date: May 30,2018 second By: Tom Baccarella Geo°I New York Building Technology,Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www.NYBTG.com Project Information For: 930 Plum Island Lane, Turn Key Modular odulr Homes 286 Flanders Blvd, Flanders, IVY 11901 Phone: (631) 284-3010 Email: flandersreno@gmail.com Notes: Design Information Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 9775 Btuh Structure 11308 Btuh Ducts 3470 Btuh Ducts 1974 Btuh Central vent(55 cfm) 3399 Btuh Central vent(55 cfm) 561 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 16643 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration' Equipmenfsensible load 12362 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 1074 Btuh Ducts 249 Btuh Central vent(55 cfm) 1199 Btuh Heating Cooling Outside air Area(ft2 1085 1085 Equipment latent load 2521 Btuh Volume(ft') 8680 8680 Air changes/hour 0.24 0.09 Equipment Total Load (Sen+Lat) 14884 Btuh Equiv.AVF (cfm) 35 13 Req. total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make NAVIEN, INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240E Cond RA1418WJlNA AHRI ref 8580772 Coll RH1V2417STANJA AHRI ref 8636338 Efficiency 95AFUE Efficiency 13.0 EER, 16 SEER Heating input 20000 Btuh Sensible cooling 12600 Btuh Heating output 20000 Btuh Latent cooling 5400 Btuh Temperature rise 36 OF Total cooling 18000 Btuh Actual air flow 510 cfm Actual air flow 510 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.038 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigtitsoft- 2018-May-31 14.03 54 ^�^� Right-Suite®Universal 2018 18.0.04 RSU25790 Page 2 ACCA W1930 Plum Island Lane\930_Plum_Island_Lane rup Calc=MJ8 Front Door faces* W AED Assessment Job: 1771 NEWYORK BUILDING Date: May 30,2018 Ici uo:°'°`" �'$i' By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631495-0289 Email Tam@nybtg.com Web.www NYBTG.com Project • • For: 930 Plum Island Lane, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 2843010 Email: flandersreno@gmaii.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 72 75 Elevation- 82 ft Design TD (°F) 56 9 Latitude: 41 ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed (mph) 15.0 7.5 Test forAdequate Exposure Hourly Glazing Load 7,000 6,00 5,00 4,00 a 3 3,000-- 2,000-- 1,000-- o ,0002,0001,000 8 9 10 11 12 13 14 15 16 17 18 19 20 Mow of Day /iE,•1/ /Aw /oIDEmt Maximum hourly glazing load exceeds average by 13.6%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh -pp- wrightsoft- 2018-May-31 14 03 54 A AM• -^ -��m� Right-Suite®Universal 2018 18.0.04 RSU25790 Page 1 W1930 Plum Island Lane\930_Plum_Island_Lane rup Calc=MJ8 Front Door faces W AED Assessment Job: 1771 NEW YOBK BUILDING Date: May 30,2018 second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tam@nybtg.com Web•www.NYBTG.com Project • • For: 930 Plum Island Lane, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 2843010 Email: flandersreno@gmail.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD (°F) 56 9 Latitude: 41 ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 6,000 5,500 5,00 4,500 4,00 3,500 3,000 2,500 2,000 1,500 1,000 500 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day w*M "A. i A Dh. Maximum hourly glazing load exceeds average by 28.3%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh -01d- wrightsoft, 2018-May-31 14.03.54 A ^M•r• an,.�•v�,wmwM Right-Suite®Universal 2018 18.0.04 RSU25790 Page 2 ..M930 Plum Island Lane\930_Plum_Island_Lane.rup Calc=MJ8 Front Door faces W 'NEN' Right-J®Worksheet Job: 1771 YONK BUII.p;N Date: May 30,2018 fl/"St By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631495-0289 Email Tom@nybtg com Web:www.NYBTG com 1 Room name first Foyer 2 Exposed wall 103.5 ft 31.8 ft 3 Room height 8.0 ft d 80 ft heat/cool 4 Room dimensions 10 x 206.3 ft 5 Room area 1005.8 ft2 206.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12F-Osw 0.065 n 3.66 0.78 216 199 726 155 110 110 403 86 L—G 4A472o6v _ 0.350 n 19.70 10.95 18 0 345 192 _ 0 _ 0 _ 0 _ 0 W 12F-Osw 0.065 a 3.66 0.78 298 201 736 157 0 0 0 0 10D-w 0.350 a 19.70 28.64 42 0 828 1203 0 0 0 0 11 4A4-2ow 0.350 a 1970 4092 55 0 1084 2251 0 0 0 0 W 12F-Osw_ 0 065 s _ 366 0.78 _ 16 16 59 12 0 0 0 _ D IW 12F-0sw 0 065 w 3.66 078 298 232 849 181 144 108 395 84 4A4-2ow 0 350 w 19.70 40.92 45 0 887 1841 15 0 296 614 11J0 0 600 w 3378 1392 21_ 21 709 292 21 21 709 _ 2.92 P 12C-Osw 0.091 - 5.12 0.76 200 179 917 135 0 0 0 0 _L—D 11JO 0.600 n 33.78 1392 _ 21 21 709 292 0 _ 0- 0 _0 C 16B-44ad_ 0 022 - 000 0.00 0 0 0 0 0 0 0 0 F 18A-19bswp _ 0 049 - 216 0.36 1006 1006 2174 359 206 206 _ __ 446 74 F 19A-19bswp 0.049 - _ 0.00 000 0 0 0 0 0 0 0 0 F_ 19C-19cscp 0 049 - 0.00 0.00 0 0 0 0 0 0 _ 0_ _0 6 c)AED excursion 0 185 Envelope loss/gain 10023 7071 2249 1335 12 a) Infiltration 1667 99 511 30 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 4 920 0 0 Appliances/other 5866 0 Subtotal(lines 6 to 13) 11689 13956 2760 1365 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 11689 13956 2760 1365 15 Duct loads 10% 2% 1136 275 10% 21/6 268 27 Total room load 12825 14231 3028 1392 Air required(cfm) 800 800 189 78 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- wrYgtitsotFt� A Right-Suite@ Universal 2018 18.0.04 RSU25790 2018-May-31 14!03 e41 W\930 Plum Island Lane\930_Plum_Island_Lane rup Calc=MJ8 Front Door faces W g NEN' Right-JO Worksheet Job: 1771 YOPR IB o�:DiN G f/PSf Date: May 30'2018 New York Building Technology Group By: Tom Baccarella 159 Rt 25A Budding 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg com Web,www.NYBTG.com 1 Room name Powder Dining 2 Exposed wall O ft 203 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 5.5 x 7.5 ft 19.3 x 13.8 ft 5 Room area 41.3 ftz 264 7 ft2 Ty Construction U-value Or HTM Area (ftp Load Area (ftj Load number (Btuh/ftk°F) (Btuh/ft2) or perimeter (ft) (Stuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6W 12F-0sw 0.065 n 3,66 0:78 0 0 0 0 0 0 0 0 4A4-2ow___ _ 0.350 n 19.70 10.95 0 _ 0- _ 0- - _ 0 0 _. __0 _-0_ 0 W 12F-0sw 0.065 a 366 0.78 0 0 0 0 0 0 0 0 10D-w 0.350 a 19.70 28.64 0 0 0 0 0 0 0 0 11 4A4-2ow 0.350 a 19.70 4092 0 0 0 0 0 0 0 0 - -- --- -- ---- W --_ 1217-0sw _ _ -_ - _ _ 0.065 s .3.66 _ _0.78- ___0 -- _0- - _0 -- - _ 0 _-- 8_--- 8-- _-29 -- _ 6 W 12F-0sw 0.065 w 366 0.78 0 0 0 0 154 124 454 97 4A4-2ow 0 350 w 19.70 40.92 0 0 0 0 30 0 591 1228 11,10 _0600 w_ _ 33.78 13.92 0 0 _ _ 0 _0 _ 0--- 0 _ 0 0 P 12C-0sw - 0.091 - 512 0.76 0 0 0 0 102 102 523 77 -_L-D 11,10 0600 n- - _33.78 13.92 _ __0 -0 _0 -0 ___ 0 _ 0_ _ __.0 . ___0 C 16B-44ad 0.022 0.00 0.00 0 _ _ 0 0 0 _ 0 0 0 0 - - -- -- - -- - -- -- - F- 19A-19bswp _ 0.049 _-_ 2.16 0.36 _ ._ 41 41 ,_89 _ 15- ._ 265 265 _. _ 572 F 19A-19bswp 0 049 - 0.00 0.00 0 0 -0 0_ 0 0 _ 0 0 F_ . 19C-19cscp 0049 00 0.00-_ -_0-_- - ____0 0 _ 0 _- _ -0 _ 0----- - - ----Q - __0 - _ - -,_ _. = -0. --- ------- -- - - - - - ---- - - - - - - - --- -- - - --- -- - - --- -- - - 6 c)AED excursion -2 339 Envelope loss/gain 89 13 2169 1841 12 a) Infiltration 0 0 326 19 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 2 460 Appliances/other 0 682 Subtotal(lines 6 to 13) 89 13 2495 3003 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 89 13 2495 3003 15 Duct loads 100/0 2% 9 0 10% 2% 242 59 Total room load 98 13 1 2738 3062 Air required(cfm) 6 1 171 172 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C - - wrighemcbrr- -2018-May-31 14.03.54 C�A Right-Suite@ Universal 2018 18.0.04 RSU25790 Page 2 ...IAA930 Plum Island Lane\930_Plum_Island_Lane.rup Calc=MJ8 Front Door faces. W Right-J®Worksheet Job: 1771 NEN'YpXR le oiinip c firstDate: May 30,2018 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place.NY 11764 Phone 631-495-0289 Email.Tom@nybtg.com Web www.NYBTG com 1 Room name Kitchen Living 2 Exposed wall 16.8 ft 348 ft 3 Room height 80 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 158 x 133 ft 215 x 133 ft 5 Room area 208 7 ft' 284.9 ft' Ty Construction U-value Or HTM Area (ft5 Load Area (ftp Load number (Btuh/ft;°F) (Btuh/ft5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6V,U 12F-Osw 0.065 n 3.66 0.78 0 0 0 0 106 80 324 69 —G 4A4.2a6V _ _0.350 n _ 19.70 10.95 _ 0 0 __0 _ _ 0 __ _ 18 _ 0_ 345 - 192 IW 12F-Osw 0 065 a 3.66 078 126 101 370 79 172 100 366 78 r--G 10D-w 0 350 a 1970 28.64 0 0 0 0 42 0 828 1203 11 � C_ 4A4-2ow 0 350 a 19.70 40.92 25 0 493 1023 30 0 591 1228 W 12F-Osw 6 065 s 366 0.78 8 8 29 6 _ 0_ 0 .0 0 w 12F-0sw 0 065 w 3.66 078 0 0 0 0 0 0 0 0 4A4-2ow 0 350 w 19.70 40.92 0 0 0 0 0 0 0 0 _ 11,10 0 600 w 33.78 1392 0 0 0 0 0 0 0 0 PII --D 12C-Osw 0.091 - 5.12 0.76 98, 77 394 58 0 0 0 10 -_�— 11,10_ 0.600 n- - 33.78 13.92_ 21 21 709 292 -- 0 _ 0 0 0 C16B-44ad 0.022 0.00 0.00 0 0 0 0 0 0 0 0 _ F _ - 19A49bswp _ 0.049 216 0.36' 209 209_ 451 _ 75 285__ - '285- _ _ 616_ - 102 F- 19A-19bswp 0 049 - _ 0.00 000 0 0 0 0 0 0 _ 0 0 F _ 19C-19cscp_ _0 049 - 0.00 0.00 _0 0 0 0 0, 0 _ -0 0 ---- - ---- --- - - - - - -- - - - -- - -- - -- - - - - - - - - - - - - -- - - - - - - - - 6 c)AED excursion -368 -155 Envelope loss/gain 2447 1165 3069 2716 12 a) Infiltration 270 16 560 33 b) Room ventilation 0 0 0 0 13 Intemal gains Occupants @ 230 0 0 2 460 Appliances/other 3784 1400 Subtotal(lines 6 to 13) 2716 r 4965 3629 4610 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2716 4965 3629 4610 15 Duct loads 10% 2% 264 98 10% 2% 353 91 Total room load 2980 5063 3981 47 Air required(dm) 186 285F 248 126]44 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr➢ghtsoTt� 4 Right-Sw2018-May-31 14.03 54te®Universal 2018 18.0.04 RSU25790 Page 3 ...VA930 Plum Island Lane\930_Plum_Island_Lane.rup Calc=MJB Front Door faces W NEN'YORRight-JO Worksheet Job: 1771 K - IB o;ioiOe Date: May 30,2018 second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495.0289 Email Tom@nybtg.com Web www.NYBTG com 1 Room name second Hall 2 Exposed wall 133 5 ft 13.8 ft 3 Room height 8.0 ft d 80 ft heat/cool 4 Room dimensions 10 x 133 8 ft 5 Room area 1085.0 ft' 133.8 ftz Ty Construction U-value Or HTM Area (ftp Load Area (ftp Load number (Btuh/ftz°F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612F-Osw 0.065 n 3.66 0.78 224 199 728 155 110 95 348 74 T-_G 4A4-2ow 0.350_ n 19.70 _ 10.95 25 0 _493 274_ 15 _ _. _ 0,- _ 296 .__. 164 W 12F-Osw 0 065 a 3.66 0.78 310 255 933 199 0 0 0 0 1OD-w 0 350 a 0.00 0.00 0 0 0 0 0 0 0 0 11 4A4-2av 0.350 a 19.70 40.92 55 0 1084 2251 0 0 0 0 12F-0sw _ _ 0.065 _ s ._ _ 3.66 _ _ 0.78 224 224 820 175_ _ 0 0 0 . W 1217-0sw 0.065 w 3.66 0.78 310 250 915 195 0 0 0 0 4A4-2av 0.350 w 19.70 40.92 60 0 1182 2455 0 0 0 0 _ 11J0 0 600 w, 000 000 0 0 0 0 0 0 _ 0 0 P 12C-Osw 0.091 - 0.00 0.00 0 0 0 0 0 0 0 0 11A __ _ . .0600--n 000 0.00 -0 0 0 0 _ - _0 0 _ 0 _ __0 C_ 168-44ad _ _ 0.022 _ 1.24 1.03 _ 1085 1085 1344 11.15 _ 1.34 134 _ 166 1.37 F_ ___ _19A-19A 0.049_ - _ 0.00_ 000 0 0_ _ _ 0 0 0 _ 0_-_ ___0. _ -0 F _ 19A_19bswp_ - - 0 049 - 2.16 0.36 42 42 90 - 15- - 0 0 0 0 F __ _19(a-19cscp.__ _ __ 0.049 - --0.95 0.16 38 38___ __ 36_ _ 6 _0 0 __ _0 0 6 c)AED excursion 0 -54 Envelope loss/gam 7625 6839 809 322 12 a) Infiltration 2150 128 221 13 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances/other 4341 0 Subtotal(fines 6 to 13) 9775 11308 1030 335 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 9775 11308 1030 335 15 Duct loads 35% 17% 3470 1974 35% 17% 366 58 Total room load 13244 13282 1396 394 Air required(cfm) 5101 510 54 15 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrYghtsotFta 2018-May-31 14 03.54 �� Right-Suite®Universal 2018 18 0 04 RSU25790 Page 4 ...M930 Plum Island Lane1930_Plum_Island_Lane.rup Calc=MJ8 Front Door faces W NEN' Right-JO Worksheet Job: 1771 YDXK le uiiDiNa second Date: May 30,2018 New York Building Technology Group By: Tom Baccarella 159 Rt 25A Budding 1 Suite B,Miller Place,NY 11764 Phone 631495-0289 Email Tom@nybtg corn Web www NYBTG com 1 Room name Laundry Bath 1 2 Exposed wall 0 ft 18.3 ft 3 Room height 80 ft heat/cool 80 ft heat/cool 4 Room dimensions 6.5 x 3.3 ft 1 0 x 764 ft 5 Room area 21 1 ftz 76.4 ft' Ty Construction U-value Or HTM Area (ftp Load Area (W) Load number (Btuh/ft'"F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12F-Osw 0.665 6 3 66 078 6 0 0 0 78 68 249 -53 �( 4A4-2ow_- 0.350 n 1970 _ 10.95 0 - 0 0 0 - 10 - 0- 197 109 W 12F-Osw 0 065 e 366 0.78 0 0 0 0 68 68 249 53 11 E2 1 OD-w 0 350 e 000 0.00 0 0 0 0 0 0 0 0 4A4-2ow 0 350 a 19.70 40.92 0 0 0 0 0 0 0 0 W 12F-0sw -_ 0 065 s 3.66 0.78 0 _0 0 0 0 _ 0 _ 0 _0 W 12F-0sw 0.065 w 366 0.78 0 0 0 0 0 0 0 0 4A4-2ow 0 350 w 19.70 40.92 0 0 0 0 0 0 0 0 11J0- 0600 w 000 0.00 0 D 0 0 0-_ 0 0 0 P 12C-0sw 0 091 - 0.00 0.00 0 0 0 0 0 0 0 0 .11JO 0 600 n 0.00 0.00 0 0 0 0 _ 0- _ _ 0 __-_.- -0 _0 C 1613-44ad 0 022 124 1.03 21 21 26 22 76 _ _ 76 _ 9.5 _ _ 78 F- 19A-19bswp 0.049 - 0.00 0.00 0 0 0 0 0 _ 0 _ 0 _0 F 19A-19bswp 0 049 _ 2.16 0.36 0 0 0 0 9 9 _ 1 B _ _3 F_ _ 19C-19cscp__ _ 0 049 - 0.96 0.16 0 0 0 _ __ 0 _ - _ _ 0 0 0- _ 0 - - - - - - - - - - - ---- 6 c)AED excursion -120 -44 Envelope loss/gam 26 -98 808 253 12 a) Infiltration 0 0 294 18 b) Room ventilation 0 0 0 0 13 Intemal gains, Occupants @ 230 0 0 0 0 Appliances/other 841 0 Subtotal(lines 6 to 13) 26 743 1102 271 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 26 743 1102 271 15 Duct loads 35% 17% 9 130 35% 17% 391 47 Total room load 35 873 1493 318 Air required(cfm) 1 34 57 12 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsotFt^ 2018-May-31 14.03.54 Right-Suite®Universal 2018 18 0 04 RSU25790 Page 5 ..W1930 Plum Island Lane1930_Plum_Island_Lane.rup Calc=MJ8 Front Door faces, W vamok, Right-M Worksheet Job: 1771 NEN'VOPK IE USI DAN c Date: May 30,2018 second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495.0289 Email*Tam@nybtg.com Web www.NYBTG.com 1 Room name Master Bath Master Bed 2 Exposed wall 11.5 ft 33.0 ft 3 Room height 8.0 ft heat/cool 80 ft heattcool 4 Room dimensions 10 x 97.5 ft 1.0 x 262-7 ft 5 Room area - 97.5 ft' 2627 ft' Ty Construction U-value Or HTM Area (ftp Load Area (ftj Load number (Btuh/ft'°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612F-Osw 0.065 n 366 0.78 0 0 0 0 0 0 0 0 . AA4-2ow 0.350 n_ 1970 10.95 0 0 -0 _, 0 __ 0 __ 0 0 ._ 0 W 12F-Osw 0.065 e 366 0.78 92 82 300 64 150 105 384 82 11 Ej10D-w 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 4A4-2ow 0.350 _e_ 1970 40.92 10 0 197 409 45 0 887 1841 W_ 12F-0sw_ 0.065 s 3-66 0.78 0 0 0 0 114 _ 114 417 _ 89 W 12F-Osw 0.065 w 3.66 0.78 0 0 0 0 0 0 0 0 4A4-2ow 0.350 w 1970 40.92 0 0 0 0 0 0 0 0 11J0. 0.600 w 000 000 0 0 0 0 0 0 _ 0 0 P 12C-Osw 0 091 - 0.00 000 0 0 0 0 0 0 0 0 _11J0 0600 n _ 0.00 _ 0.00 0 0 0 0_- - 0 0__ 0 0 C 1613-44ad 0.022 - 1.24 103 98 98 121 100 263 263 325 27.0, F 19A-19bswp 0.049_ - 0.00_ 0.00 0 0 _ 0 0- 0 ___ 0 0 0 F_ 19A-19bswp-_ - 0 049 - 2.16 036 12 12_ 25 4 _ 20 20 44 7 F__ _19C-19cscp_ 0.049 - _ 0.96 016 0 0 0 -0 18 18 _- 18 _ 3 6 c)AED excursion -11 -199 Envelope loss/gain 643 566 2075 2093 12 a) Infiltration 185 11 531 32 b) Room ventilation 0 0 0 0 13 Intemal gains Occupants @ 230 0 0 0 0 Appliances/other 0 1400 Subtotal(lines 6 to 13) 828 577 2606 3525 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 828 577 2606 3525 15 Duct loads 35% 17% 294 101 35% 17% 925 615 Total room load 1122 678 F 3531 4140 Air required(cfm) 43 26 136 159 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Right-Suite®Universal 2018 18.0.04 RSU25790 2018-May-31 14 age 6 �� ...W\930 Plum Island Lane\930_Plum_Island_Lane.rup Calc=MJ8 Front Door faces. W Page 6 NEN' Right-J®Worksheet Job: 1771 YORR Ie o;io;ep second Date: May 30,2018 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Budding 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www.NYBTG.com 1 Room name Bed 3 WIC 2 Exposed wall 21.8 ft 9.3 ft 3 Room height 80 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 197.9 ft 8.0 x 9.3 ft 5 Room area 197.9 ft2 74.0 ft2 Ty Construction U-value Or HTM Area (ft5 Load Area (ft2) Load number (Btuh/ft2-°F) (Bt ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612F-Osw 0.065 n 3.66 0.78 36 36 132 28 0 0 0 0 �--G 4A4-2ow _ 0.350 n--_ _19.70 10.95 _ 0 0 0_ -0 0 _ 0- ._ -0_ 0 W 12F-Osw 0.065 a 3.66 0.78 0 0 0 0 0 0 0 0 1OD-w 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 11 4A4-2ow 0.350 a 19.70 40.92 0 0 0 0 0 0 0 0 W _ 12F70sw_ _ 0.065 s. _ _ 366 0.78_ 0 - 0 _ D 0 74_ 74 271 58 W 12F-0sw 0.065 w 3.66 078 138 108 395 84 0 0 0 0 4A4-2ow 0.350 w 19.70 40.92 30 0 591 1228 0 0 0 0 1140 0.600 w 000 _ 0.00 0 0 0 0 _ 0 0 0 0 P 12C-0sw 0.091 - 0.00 0.00 0 0 0 0 0 0 0 - 0 11JO_ _-- _ --- -- . -0.600 -n 0.00 _ 0.00 - 0 _0 0 0 _ 0 0 .- 0 _ 0 C 16B-44ad 0.022 - 1.24 103 _ 1.98 198 245 203 74 74 92 76 F- 19A-19bswp_ _ 0 049 _- _ 0.00 0.00_ _ 0 0 _0 0 0 0 _0 0 F 19A-19bswp 0 049 2.16 - 036 0 0 0 0 0 0 0 0 F 19C-19cscp 09 - 0.96_ 016 _ 0 0 0 0 14 _ 14 13' 2 6 c)AED excursion 228 -20 Envelope loss/gain 1363 1771 376 116 12 a) Infiltration 350 21 149 9 b) Room ventilation 0 0 0 0 13 1ntemal gains Occupants @ 230 0 0 0 0 Appliances/other 1050 0 Subtotal(lines 6 to 13) 1713 2842 525 125 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1713 2842 525 125 15 Duct loads 35% 17% 608 496 35% 17% 186 22 Total room load 2322 3336 1 1 711 146 Air required(cfm) 89 128 27 6 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFrttsoSt^ 2018-May-31 14.03 54 Right-Suite®Universal 2018 18 0.04 RSU25790 Page 7 M930 Plum Island Lane\930_Plum_Island_Lane rup Calc=MJ8 Front Door faces W NEN' Right-J®Worksheet Job: 1771 YDPK I6,ol'.DINiG second Date: May 30,2018 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495.0289 Email*Tom@nybtg corn Web www.NYBTG.com 1 Room name Bed 2 2 Exposed wall 26.0 ft 3 Room height 8.0 ft heat/cool 4 Room dimensions 10 x 221.6 ft 5 Room area 221.6 ft' Ty Construction U-value Or HTM Area (ftp Load Area Load number (Btuh/ft;°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612F-0sw 0.065 n 3.66 0 78 0 0 0 0 �G. 4A42ow _ 0 350 _ n 19.70_. 10 95 0 0 _ 0 0 _ W 12F-0sw 0 065 a 366 0.78 0 0 0 0 l—ci 10D-w 0 350 e 000 0.00 0 0 0 0 11 I--G 4A42aw 0.350 a 1970 40.92 0 0 0 0 W _ _ 12F-0sw__ 0.065 s . 3.66_ 0.78 36 36 132_ 28 W 12F-0sw 0 065 w 366 0.78 172 142 520 111 4A4-2ow 0.350 w 1970 40.92 30 0 591 1228 -_ 11J0 0.600 w 0.00 000 0 0 _ 0 0 P 12"w 0.091 - 0.00 0.00 0 0 0 0 11J0 _ _ __ 0.600 .n 0.00 000 _ __0 0 0 _ 0 C 1613^44ad 0.022 - 124 1.03 222 222 _ 275 228 F 19A7.191bswp_ 0.049 - 0.00 0.00 _ 0 0 0 0. F _ 19A-19bswp 0.049_ - 2.16 036 2 2 _3 1 _F_ _ 19C,19mcp, _ _0.049 - 0.96 _ 016 5 5 5 _1 _ 6 c)AED excursion 220 Envelope loss/gain 1525 1815 12 a) Infiltration 419 25 b) Room ventilation 0 0 13 Internal gains Occupants @ 230 0 0 Appliances/other 1050 Subtotal(lines 6 to 13) 1944 2890 Less extemal load 0 0 Less transfer 0 0 Redistnbution 0 0 14 Subtotal 1944 2890 15 Duct loads 35% 17% 690 504 Total room load 2634 3395 Air required(cfm) 101 130 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �}+- wrigF�tsoft� 2018-May-31 14:03.54 Right-Suite®Universal 2018 18 0 04 RSU25790 Page 8 ...Wt930 Plum Island Lane\930_Plum_Island_Lane.rup Calc=MJ8 Front Door faces W • � • • _ COMMMNTS FOUNDATION (1ST) Sim�►?.��:�.�` " ,' 'ry. �._ � -_ arm 'FOUNDATION (2ND) It,1"llw5jim KV,16j"r ROUGH FRAMING& PLUMBING INSULATION PER N. s STATE ENERGY . , - iii � TOWN OF SOUTHOLD BU11DING PERMIT APPLICATION CIIECI{LIST i r BUILDING DEPART14fENT Do you have or need the following,before applying' t 'I1pQ�AA�.L BoardofHealth SOUTHOLD,NY 11971 d4 sets of Building Plans TEL:(631)765-1802 --Pb=Mg Board apm`a { FAX:(631)765.9502 !_ ✓Surrey SouthOldTown.NorthForlLnet PERMIT NO. L� t(Cie` h /Septic Form .D.E.C. M MMs ^ P1 U Flood Permit Examined c�( ZO IJ 4-, • Single&Sep�e Storm-water Assessment Form OCT - g 2018 r Coated: Approved 20 Mail to: KeggQ2TOF Disapproved a/c ,� � Lp S G V'V FL 14)v y`G PS /%/1/0 1 ';; a , aD Phoner ^- Y Expiration 20 a O L1+ Fm vV�v I OI r f APPLICATION FOR BUILDING PERMIT G �y Date V 20J E INSTRUCTIONS i a This application MUST be completely filled m by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plotplan to scale.Fee according to schedule. F b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work e.No buildingskll be occupied or used in whole or in part for any purpose what so ever until the Building Inspector _ issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within l2 months ager the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,m writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Demrtment for the issuance of a Building_Pe pm parsuam to the z Building Zone Ordinance of the Town of Southold,Suffolk County,New Yotic,and other applicable Laws,Ordinances or Regulations,for the construction ofbuildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit . t authorized inspectors capremises and in building for necessary inspections. i (siSfi=of applicant o6naur,if &A )nesjV V 11901 (Mailing address of applicant) State whether applicant is owner,'lessee,agent,architect,engineer,general contractor,clectriciass,plumber or builder s r CG�NT V,A CAW R a �,6P\J # Q MID 1D 5AND' Name of owner of premises .(As on the'tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer f (Name and title of co;�o Ie�o cer Builders License No. i Plumbers License No. Electricians License No. Other Trade's License No. 1. Locati f and on which w be ne: fi House Number Street Hamlet County Tax Map No. 1000 Section Block Lot "1 P k' 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: ; a. Existing use and occupancy VACEN( tA)N 0 E b. Intended use and occupancy 221 N L F R N I Q4--- iWM { 3. Nature of work(check which applicable):New Building � Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost aQ Fee (To be paid on filing this application) p S. If dwelling,number of dwelling units Number of dwelling units on each floor I pGi 154, 4o°r a If garage,'number of cars 1' ! ori �`� �"G� 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. qJ )A- 7. -7. Dimensions of existing structures,if any:Front '— Rear — Depth Height Number of Stories P Dimensions of same structure with alterations or additions:Front Rear Depth — Height — Number of Stories i ,$. Dimensions of en' e �w construction:Front � l Rear I Depth Height Number of Stories--� 0l 9. Size of lot:Front I U Rear �� 1 Depth Q n 10.Date of Purchase 7 (2 I? Name of Former Owner PATRICIA E K t 11.Zone or use district in which premises are situated "I 0 I 12.Does proposed construction violate any zoning law,ordinance or regulation?YES . NO_ a 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises SfkaR WN 1T)SAS! Address GIS�I�jffltoOl.l�� 1 hone No. Name of Architect� � Aafigu Address lei Phone No Name of Contractor KIWI P fYrVbUbL& Addressa$ F Phone No. r-w4ND R&'IV i 15 a.Is this property within 140 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. a 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. s 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. s 18,Are there any covenants and restrictions with respect to this property? *YES NO X— IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: Y Q COtRM OF� N r 0 rY N 1�F � {, �;� being duly swum,deposes and says that(s)he is the applicant wc: o (Name of individual signing contract)above named, 0 0 YaS}He is the 6tI rVIF� L (° ��ci� c Z w r, o (Contractor,Agent,Corporate Officer,etc.) w F M a H w x a N 'Af said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; f a v o _gat all statements contained in this application are true to the best of his knowledge and beli4-and that the work will be s :2m o m $erformed in,the manner set forth in the application Sled therewith. a � z •z � 0 o w before me this day of 20� / (D z T � Jl��1`� '��"'/ Notary Pjblie Signature of Applicant Scott A. Russell °S` '� S�C O]KIM[WAXIE)k SUPERVISOR �T ( �T;rz(N 2 I��l[A\lam A\G�]EI��1[]E1�T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) OCT 20 DOES THIS PROJECT INVOLVE ANY OF TBE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑[� A. Clearing, grubbing, grading or stripping:of land which affects more than 5,000 square feet of ground surface. ❑(gJ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to .100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ®❑ F.- Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S'C•T'M• �: I a�� Date. �,p��� Detrict NAME: K I""7vw1 t 15- CP.V) Section Block Lot �j FOR BUILDING DEPARTMENT USE ONLY Contact Information: D 1 D-h 0— WIN Tdcpi,ux�ti,nhcrf Reviewed By — — — — — — — — — — — — — — — — — — Date: PF Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — q v C� ni i nI El Approved for processing Building Permit. 00 1� J 1 V[� ( I V Stormwater Management Control Plan Not Required. 0 �1 Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM rr SMCP-TOS MAY 2014 ��LJ V • APPLICANT: S.C.T.M. *; 1000 �► + (Property Owner,Design Prefessioul,Agent,Ceatrada,Other) -- -- � CH C 1 GR 236 16' _� Stormwater Management Control Plan CHECK LIST NAME: 5�1'o r H_ww Section 8IKk Lotlb z S M C P -Plan Requirements; Provide ONE copy of the Building Permit Application. Date- * The applicant must provide a Complete Explanation and/or Reason for not providing 40(1 'To all Information that has been Required by the following Checklist! I. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Ite , show all of the following items: YE NO NA If you need additional room for expla I 0111 per. a. Location& Description of Property Boundaries b. Total Site Acreage. V EE c. Existing -Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§m-17(01(21. d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Cleating& Area of Proposed Land Disturbance. 81tAfNAGE INSPIXTION AKL 11ARI K%WftFLD f. Existing&Proposed Contours of the Site (Minimum z Intervals) ineering a't /65-15bO befor, g. Location of all existing&proposed structures, roads, 135CRTill, OR Provide Engineer's Certification driveways,sidewalks,drainage improvements&utilities. Mat The drainage has been installed to Code. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures, Location of proposed Swimming Pool and discharge ring. ,. •. Location of proposed Soil Stockpile Area(s). Shall iRdtide but met be limited tv. k, location of proposed Construction Entrance/Staging Area W. I. Location of propos6d concrete washout area(s). A well fmintained ftnut,actiull EtjtrancLs, M. location of all proposed erosion&sediment control measures. Wore Bucked Silt Fencing, stabilization& 2. Storrhwater Management Control Plan must include Calculations showing MUIR soils. that the stormwater improvements are sized to capture,store,and Infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. b. Construction Entrance&Site Access. C. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) •,.• i=t:)Il L:NC;iNF.:EItING DL"1'Ali,' MEN'1' USE ONLY K*** I Additional Information is Required. Reviewed& I Approved By: Stormwater Management Control Plan is Not Complete. — — - - - - - -- - - - - - - - - - - - - - - - — Stormwater Management Control Plan is Complete. Date: IPA7 SMCP has been approved by the Engineering Department. Feb 221911:10a Anything Electric Inc 631-589-1334 p.1 01A- BUILDING DEPARTMENT- EEect6cal r e4 TOWN OF SOUTHOLD FL , �.. V[g Town Hall Annex - 54375 Main Road Box 1179 Q� Southold, New York 11971- Telephone (631) 765-1802- FAX(631) 765 9501 2 2019 roger.richertP.town.southold.ny.us,� _ .:9�J8YS13L'�� it Ci ,.'7,a APPLICATION FOR ELECTRICAL INSPECTION TOWNOFsOUTHOLD REQUESTED BY: 96A),or l i zki--•f G A( Date: Company Name: ✓ /-e c' tr Name: 6 1, zC, License No.: ry'j - ,5"Z Z d email: �" y .y , e e C r`'; C "VGr7�i Address: Phone No.: off--c �3 f, -•�c`13 3 � r� � /- y-3 3� € a �2 JOB SITE INFORMATION: (All Information Required) Name: c1 ^/d S~ Address; /Urn 'S/1, Nd e— /' �� f Cross Street: /',v 2 Phone No.: Bldg;Permit#: email: Tax Map District 1000 Section: Block: /' - BRIEF DE/S1CRIPT/ION/OF WORK(Please Print Clearly) C i el �✓• �/"7 V„l I � �-/'G r C '� Z Gnu �, :-, l� Circle All That Apply: Is job ready for inspection?: YES! NO Rough In Final Do you need a Temp Certificate?: NO Issued On Temp Information: (Ali information required) Service Size CED, 3 Ph ' Size: `LOLI, A #Meters__L_ Old Meter# New Service-,Fire Reconnect- Flood Reconnect-Service Reconnected -UndergroundOverhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: ---- __PA_XM NT E WITH: PPQICATICN 82 est for Ins ecdon Form xis E E_/ a { Town Hall Annex r x 54375 Main Road %,4 Telephone(631)765-1802 P.O.Box 1179 'Fax(631)765-9802 ; Southold, NY 11971-0959 c s � I E BUILDING DEPARTMENT P NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION ANDiOR TIMBER CONSTRUCTION K Date: j ojoq q Owner: f Location of Property: �?o Q _( t A N D WV ,l " F(VT 3 .Please take notice that the(check applicable line): New commercial or residential structure -Addition to existing commercial or residential structure _Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize , (check applicable line): Truss type construction(TT) } p Pre-engineered wood construction(PW) Timber construction (TC) j in the following location(s)(check applicable line): Floor framing, including g girders and beams(F) , Roof framing (R) s Floor and roof framing (FR) l t Signature: i I Name(person submitting this form): MMS3TVF Capacity(check applicable line): Owner _ Owner representative TrussRegi5.docx Effective 1/1/2015 i { f i 1 E f 1 . 3 r i i 1 ADEN LE 1, C I I' � (/� Ding duly sworn:depose and say that I am the ownerof the premises located at:330 PIVm )5W and I am designating: _)r Zy 7Z ie bN D W to represent and act on my behalf as my went,and to file the necessary documents to obtain a building permit(s). J j tamer r T� Sworn to before me this a Day of l:P rrl E R 20 th 0i'l A I Notary SignaWrrd&Stam COMMONWEALTH OF PENNSYLVANIA i NOTARIAL SEAL CLAUDINE SPIRON,Notary Pubitc East Goshen Township,Chester County } My Commission Expires Febniary 15,2020 i r Fidelity National Title no INSURANCE SERVICES,LLC Joseph H. Sawyers and Carol Sawyers, his wife Liber 12322 cp 404 To Dated: 4/12/2004 Joseph E. Sawyers and Kenneth A. Sawyers, as Rec'd: 6/01/2004 Trustees of The Joseph H. and Carol Sawyers Family Trust dated 4/12/2004 Joseph E. Sawyers and Kenneth A,,Sawyers, as Liber 12499 cp 242 Trustees of The Joseph H. and Carol Sawyers Dated: 3/26/2007 Family Trust Rec'd: 4/03/2007 To Wayne Smith and Marie Smith, his wife Wayne Smith and Marie Smith,his wife Liber 12850 cp 201 To Dated: 12/30/2015 Lawrence C. Provenzano and Jeanne M. Rec'd: 1/27/2016 Provenzano, his wife LAST DEED OF RECORT�___� PREMISES EAST: 1000-015.00 07.00-011.000 Woodhollow Properties, Inc. Liber 5215 cp 557 To Dated: 7/19/1962 Albert P.Kren and Marion E. Kren, his wife / Rec'd: 8/17/1962 Albert P. Kren and Marion E. Kren, his wife ✓ Liber 10963 cp 519 To Dated: 9/30/1989 Albert P. Kren Rec'd: 11/09/1989 Albert P. Kren died a resident of Suffolk County on 9/29/1993, Surrogates File No. 2265P1993. FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC M Sworn to before me this ° SANDRA J. GOLESKI 1 st day©f October, 2018 JEAN L DUVA . C;j• t attt�}I At►btic,$tM0,01�lOW+ Notary IN6lic ° I�att�6tt3�lnlE�;iG�uc�tg. , 24 Commerce Drive • Riverhead, New York 11901 • (631)727-0600 • Fax: (631) 727466 t ,r tll�t Fidelity National Title INSURANCE SERVICES, LLC Peter W. Kren and Patricia E, Kren, individually Liber 11807 cp 81 & as Co-Executors of the Last Will &Testament of Dated: 12/19/1996 Albert P. Kren, deceased Rec'd: 12/20/1996 To Ellen Barker Kren and Peter W. Kren, wife and husband, as to %2 interest and Patricia E. Kren, as to 1/2 interest Ellen Barker Kren and Peter W. Kren, Liber 12295 cp 378 wife and husband, as to %2 interest and Patricia Dated: 12/23/2003 Kren a/k/a Patricia E. Kren, as to V2 interest Rec'd: 1/14/2004 To George Diakoumakos and Donna Diakoumakos, husband and wife George Diakoumakos and Donna Liber 12746 cp 113 Diakoumakos, being married to each other Dated: 9/13/2013 To Rec'd: 9/26/2013 Frank Raphael and Cynthia Raphael, being Married to each other Frank Raphael and Cynthia Raphael, as Liber 12976 cp 427 Husband and wife Dated: 7/06/2018 To Rec'd: 8/31/2018 Joanne Kim and Howard Greller, as Husband and wife LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn tc{�b'��,Fare irie'this SANDRA J. GOLESKI 1 st day,Wf`i)i;tober','-2018 JEAN L DU Notary,PublicFaualCOmMM17:140 Public, �eraY�lc ;.i T1o.t)i11416t1 ' lo6d 9n ISut4olli caunty 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631) 7274606 n s Fidelity National Title INSURANCE SERVICES,LLC PREMISES SOUTH: 1000-015.00-07.00-008.000 Woodhollow Properties, Inc. Liber 6823 cp 309 To Dated: 8/25/1970 Thomas Kelly and Teresa M. Kelly, his wife Rec'd: 10/15/1970 Thomas Kelly a/k/a Thomas J. Kelly and Liber 8638 cp 357 Teresa M. Kelly, his wife Dated: 5/25/1979 To Rec'd: 6/08/1979 John Sakatos John Sakatos a/k/a Janetos Sakatos Liber 12136 cp 569 To Dated: 7/06/2001 Helen Sakatos a/k/a Eleni Sakatos Rec'd: 8/17/2001 Helen Sakatos a/k/a Eleni Sakatos Liber 12203 cp 900 To Dated: 8/07/2002 Farrell Holding Corp. Rec'd: 8/16/2002 Farrell Holding Corp. Liber 12236 cp 445 To Dated: 12/27/2002 Orient Point Holding Co., Inc. Rec'd: 2/21/2003 Orient Point Holding Co,, Inc, Liber 12236 cp 446 To Dated: 12/27/2002 Orient Plum LLC Rec'd: 2/21/2003 LAST DEED OF RECORD PREMISES WEST: PLUM ISLAND LANE FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before me this SANDRA J. GOLESKI 1 st day ol/t ober, 2018 L y PU611c;�i of.Pry t#t Notary P blic` 'lri'wivik C04" sq '"6�r:4 202 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727.'0606 qqq Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: 7404-002201 District: 1000 Section: 015.00 Block: 07.00 Lot: 009.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-"Captioned property has been in single and separate ownership by David Sands and Sarah Sands,his wife and his/her predecessors in title since prior to 7/01/1983 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars ($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: October 1, 2018 FIDELITY NATIONAfL TITLE INSURANCE SERVICES, LLC SANDRA J. GOLESKI Sworn,t?befcirc ins.ibis 1st day t�('.�+�;tAber, 20'l 8 .1EAN L UWA " .�; �sliflud�. t�eatty Notary Public; c��mmta�Ibn ��" r 050 201 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631) 727-0606 Bill Fidelity National 'Title INSURANCE SERVICES,LLC TITLE NO. 7404-002201 STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) SANDRA J. GOLESKI, 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: S CTM: 1000-015.00-07.00-009.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 7/01/1983. SUBJECT PREMISES: 100 015°00-07.00-009.00 Woodhollow Properties, Inc. Liber 6804 cp 488 To Dated: 8/07/1970 Albert P. Kren and Marion E. Kren, his wife / Rec'd: 9/10/1970 Albert P. Kren and Marion E. Kren,his wife ✓ Liber 10963 cp 523 To Dated: 9/30/1989 Peter W. Kren and Patricia E. Kren, as Rec'd: 11/09/1989 Tenants in Common Peter W. Kren and Patricia E. Kren Liber 11706 cp 899 To Dated: 12/12/1994 Patricia E, Kren Rec'd: 12/16/1994 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this SANDRA J. GOLESKI 1 st day of(October, 2018 JEAN L DUVA fir lou"Public,State of New York 01 DU50481= Notary Public; ®ua0 I Suffolk County Commission W 20M 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631) 727-0606 f' MUM Fidelity National Title INSURANCE SERVICES, LLC Patricia E. Kren Liber 12973 cp 61 To Dated: 7/06/2018 David Sands and Sarah Sands, his wife Rec'd: 8/08/2018 LAST DEED OF RECORD PREMISES NORTH: KINGS FARM ROAD PREMISES EAST: 100 -015.00-07.00-010.000 William T. Uhl Liber 4878 cp 223 To Dated: 9/17/1960 Albert P. Kren and Marion E. Kren, his wife Rec'd: 9/22/1960 Albert P. Kren and Marion E. Kren, his wife ✓ Liber 10963 cp 521 To Dated: 9/30/1989 Albert P. Kren, as to '/2 interest, Peter W. Rec'd: 11/09/1989 Kren, as to '/4 interest and Patricia E. Kren, as to '/4 interest Albert P. Kren died a resident of Suffolk County on 9/29/1993, Surrogates File No. 2265P1993. Peter W. Kren and Patricia E. Kren, Liber 11979 cp 729 Individually and as Co-Executors of the Last Dated: 7/28/1999 Will & Testament of Albert P. Kren_, deceased Rec'd: 8/02/1999 To Joseph H. Sawyers and Carol Sawyers, his wife FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC / S1vorn k1.,beiore me-this SANDRA J. GOLESKI 1,;t di y ()r0ctobce,,2018 Notaiy PAic JEAN'L DUVA 1 NouL y aPubl'Ic,State,of Now York No.�610UWMD Qual#W in i3it6ik Cooky' 24 Commerce Drive • Riverhead,New York 11901 0 (631) 727-0600 0 Fax: (631) 727-0606 S.C.T.M. NO. DISTRICT: 1000 SECTION: 15 BLOCK: 7 LOT(S):9 18.4 DRAINAGE INSPECTIONS ARE REQUIRED DR OWN ROVAL OF STORM TER EMENT OL DR BROWN 1.0' Contact TOS Engineering at 765-1560 before DY LOAM Backfill, OR Provide Engineer's Certificatic n CONTROL PLAN -To ode h e 6 BROWN , that the drainage has been installed tOL C �e. Date: 0•-1 •-19 SM SILTY SAND 1.8 Approved by: EROSION &SEDIMENT CONTROLS BROWN MEDIUM Shall include but not be limited to: WWFM rE11 SP COA SE A well maintained Construction Entrance, SAND Wire Backed Silt Fencing, stabilization& i ~` GRAVEL 14.2' Seeding of exposed and/or inactive sol \ WIN WELL VMTER / LP / \ NO WATER — 17' AUG. 20, 2017 SILT FENCE i0 BE K. WOYCHUK LS �..sr 0'' CL 18'3 \ (PROPOSED LIMIT 70 t1 OF DISTURBANCE f CL FARC ? �, EL 19 3 (UNL 104 54• P. N / 150, CL P.N g•�9' L 18.4 'N 6i 'WELL PROPOSED SOIL W W 17.5 STOCK PU o DWELLM TYPICAL DR CROSS SECTION �p PRS ED WITH (CONC. pRTAST COMPONENTS) ZE U Id ——� �17 ) (17.0) I t� W UM tar NON-TMM eo�ao 84.8' o .•uAs ros>Ievt eGv�Io c .pwlo�eo ounsr Pvc ': 1�4• 1 aowt TO aaOC to IENOs f P6RlD 1/6'/1' f310RD t/a•/t' UM AV" ,5:,•�,�, F„ LP l� ❑❑ Am ONO w'rs11 /;' v FM ' LOT 146 � iN wI i Qs VACANT —— .; Jam, O ED ❑ 1b0' 16.7 \ WO My. y (17.0) �g N 150" WELL C e'DWt7DEEP �c PROP. 3-4 SYBEDROOM STEM ExSAW150 on 1.000 GAL S.T. N LP. w1 v (18'0I4021DEEP LP. N~ EL 6.6 SILTERr4"E17.Q P EL 17.5 f---- 8' ` U.P. S 88057'40" E / / 50.00' COLLAR BACK fU L 11ATERIAL TO BE \ U CLEAN SAND AN0 CRAVEL / WRH WELL N61TER LP. / asp. - __ - LOT 147 OEOTEXTILE FABRIC awaL NG SUPPORT POSTS WITH WELL WATM WOOD OR METAL t FLOW DIRECTION EXCAVATED AND BACKFILLED TRENCH 0WE11Y10 EXISTING GROUND WRH 'WELL WATER WELL WELL "' 2'MINIMUM 50' MIN. SUFFICIENT TO SEDIMENT ON SITE HAY AIL DRAINAGE CALCULATIONS: SILT FENCNGD/OR TYPICAL CLEAN OUT Z. W, A) DWELLING FOOTPRINT-1.347 SQ.FT. g SLATE OR —STOPPER END 1,347 x 0.166- 224cf REQUIRED 1'�� Z SUITABLE COVE OR PLUG B) DRIVEWAY-440 SQ.FT. \ 500 x 0.166- 73.Ocf REQUIRED 3 — y — �--•.' � TOTAL: 297cf REQUIRED Q O' � Z N 1 8'DIA x 7' DEEP DRYWELL- 310cf PROVIDED LL. '• �'��G Q 30' ELBOW ( ) O 60' WYE ZONED R-40pr-:314- CONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED NON—CONFORMING LOT STONE BLEND OR N.Y. STATE D.O.T.-APPROVED R.C.A. FRONT: 40'MIN FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. FLOW-0— SIDE: 15'MIN 35' TOTAL REAR: 50'MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REVISED 12=15-17 LOCA7101VS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 20,549.24 SQ.FT. or 0.47 ACRES ELEVATION DATUM: NAVD88___________-----—_ UNAUTHORIZED ALTERA77ON OR ADDITION TO THIS SURVEY IS A WOLA71ON OF SECTION 7209 OF THE NEW YORK STA TF,EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED-SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES-INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. . ; ' THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE BIND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE ERCC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07H- RJ IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 71ME OF SURVEY SURVEY OF: LOT 146 CERTIFIED TO: SARAH SANDS; MAP OF: ORIENT BY THE SEA SECTION TWO FILED: OCT. 26, 1961 No.3444 SITUATED AT. ORIENT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC +� SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design ` i P.O. Bog 153 Aquebogue, New York 11931 FILE AUG. 30, 2017 PHONE (631)298-1588 FAX (631) 2411-1'98 #; 133 SCALE: 1"=50' DATE: N.Y.S, NO. 050882 maintaining the records of Robert J. Hennessy do xe•'� M. Aoychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 15 BLOCK: 7 LOT(S):9 ELEV. 18.4 OL DR BROWN 10' SANE LOAM • BROWN Wa- SM SILTY SAND 1.8' 0 — Pv' BROWN Cs �g DWELLING MEDIUM PWITH welt WATER SP TO C SAND � `-S & GRAVEL 14.2' i DWELLING W11H WELL WATER / / LP / NO WATER / p AUG. 20, 2017 .� K. WOYCHUK LS WELL 70' CL 18.3 • CL 170 g, , CL 154.7 EL 19.3 C11 r, n F, c I50. P.146*49I1 EL 18.4 Ia EnWELL LU M 17.5 0 DWELLIG Po ED m ZO WITH WELLWATER tJ� �9 \• DRY U�' W _ Gti\ (17. ) (17.0) WELL 11n tn C61PROPOSED :25,2'x:.., 84.8 0 DRIVEWAY F(17.5): 0 LOT 146 g VAGINr W v EL 16.7 -Hao, 150' LL CQ :: 27.5'€. A c aJ�� (17.0) (17.0) ?BRZN 150' WELL PROP. SEDROMM SMARY SYSTEM M NIX 50FOR , =love! (1)8'DIAx12'DEEP LP. F LP. EL 16.6 EL 17.9 EL 17. � 1� O.P. S 8857'40" E / 50.00' _ NG U mm WELL WATER , ZONED R-40 LP .75�, NON—CONFORMING LOT FRONT: 40'MIN LOT 147 SIDE. 15'MIN 35' TOTAL DWELLING R: 50'MIN WITH WELL WATER _ SUF FOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A DWELLING wrrH WELL WATER SINGLE FAMILY ReswcNCB ONLY "� WEU DATE IO 131 LP. APPROVED PO "INUM OF __ f BEDROOMS EXPU S T4RF.F YEARS FROM DATE OF APPROVAL TYPICAL CLEAN OUT APPROVED IN ACCORDANCE WITH S.0 RD OF SLATE OR--- STOPPER END A REVIEW DETERMINATION DATED C z I SUITABLE COVOR PLUG 30' ELBOW 60' WYE FLOW THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REVISED 12=15-17 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 20,549.24 SQ.FT. or 0.47 ACRES ELEVATION DATUM: NAVD88 UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF 77.1E NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. 77-IE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 146 CERTIFIED TO: SARAH SANDS; MAP OR ORIENT BY THE SEA SECTION TWO FILED: OCT. 26, 1961 No.3444 SITUATED AT: ORIENT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK - Professional Land Surveying and Design P.O.PHONE (6351)298-1588 q oguFAXI(831) 298-1588 931 „ FILE # 17-133 SCALE: 1 =50 DATE: AUG. 30, 2017 N.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy ee Kenneth M. 1►oychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 15 BLOCK: 7 LOT(S):9 r�{/ DR OWN OL DR BROWN 1.0' SANDY LOAM d r�o�- "E`L . nok- / SM SILTY BROWN1-8'1.8' F CV 1_� G7 rn 0 ® BROWN WITH W u WATER SP MEDIUM TO f ® COARSE SAND GRAVEL 14.2' 0 / / \ \ LWWLWATER NO WATER — 17' AUG. 20, 2017 / SILT FENCE TO BE K. WOYCHUK LS ���WELL CL 1g•3 INSTALLED ALONG PROPOSED LIMIT • OF DISTURBANCE t gpAD / CU 17.5 , EL 19 3 / KINGS FARE' 154.7 U.P. rj)CL 16.8 , De i E A P•N 7649 18.4 lw (n � M 17.5 PROPOSED SOIL iV W Z 4. STOCK PILE AREA a ic O _ TYPICAL D LL CROSS SECTION GUTTER �WELL O aO WITH WELLNWATER (CONC. PRR5T COMPONENTS) o N OC �y P U PRT In ir MAS FOR NON-TRIM SEVIM Co — r sAe FOR TRAFt 8PRIM 0 NET PIPE rwsr OWFRAME AND AFaRO�ID auntT FlPE CJi tXWpRTE ww alr� �CAS 1111.4.ow cOUFR To GR OE m Nr4oN N PR[pU6FD oaWrArA 12 n 12 ' O O PITCHED t/a'/t• M048)t/e'/t' W — WiWMM ma; 52.3 LP ❑ � JjRd LOT 146 cn DRRAxrr o� El El 0 law A 1107 \ v5 } 40' PROP. 3-4SYBSETEM° 1.000 CAL S.T. WELL \ w PAY �0 �N(T)B'OWIT2 DEEP L.P. � C 8 OIA0 DEEP„n�y Z rn LP. \ O U a EL 6.6 SILT FENCE P EL 17.5 1 W 3' MIN. 8' o rn �, '' U.P• S 88"57'40" E / 50.00' DWELLING BACK FlLL MATERUIL TO BE /� CLEAN SAND AND GRAVEL \ a. a / / WITH WELL WATER L.P. J TYPICAL SILT SOS SCREEN SECTION GEOTE)MLE FABRIC 7 SUPPORT POSTS WOOD OR METAL FWATER FLOW DIRECTION EXCAVATED AND BACKFILLED TRENCHDWELLINGEXISTING GROUND >ZDWELUNG WITH WELL WATER WELL 018m—, J I II ITL I —I T('I —I LP A 2'NINIMUN V 50' MIN. B SUFFICIENT SEDIMENT ON SITE HAY AIL DRAINAGE CALCULATIONS: F SILT FENCING ANDAOR z. TYPICAL CLEAN OUT w A) DWELLING FOOTPRINT=1,347 SQ.FT. w \:i�" SLATE OR STOPPER END 1,347 x 0.166= 224cf REQUIRED ¢. �� SUITABLE COVE OR PLUG B) DRIVEWAY=440 SQ.Fr. >_ ax �y 500 x 0.166= 73.Ocf REQUIRED 3 TOTAL: 297cf REQUIRED o ' A�G� N (1) B'DIA x 7' DEEP DRYWELL= 310cf PROVIDED _ LL ' • ✓K • ' /Q 4` 30' ELBOW 0 ' w 60' WYE ZONED R-40 CD CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED NON—CONFORMING LOT w .3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. FRONT: 40'MIN FlLL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. FLOW—�' SIDE: 15'MIN 35' TOTAL REAR: 50'MIN THE WATER SUPPLY, WELLS, ORYWELLS AND CESSPOOL REVISED 12=15-17 LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA: 20,549.24 SQ.FT. or 0.47 ACRES ELEVATION DATUM. NAVD88rY�_ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS71TU71ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, 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 OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RU&TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 71ME OF SURVEY SURVEY OF: LOT 146 CERTIFIED TO: SARAH SANDS; MAP OF: ORIENT BY THE SEA SECTION TWO FILED: OCT. 26, 1961 No.3444 w-_ SITUATED AT: ORIENT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE SCALE' 1"=50' DATE: AUG. 30, 2017 PHONE (631)298-1588 FAX (631) 298-1588 # 17-133 N.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Ooyehuk S.C.T.M. NO. DISTRICT. 1000 SEC11ON: 15 BLOCK: 7 LOT(S):9 WELL 0 DWEWNG WITH WELL WATER DWEWNG WRH WELL WATER LP --770' GL j8.3 • D ' CL 17.5 RMI Ro x , EL 19 3 KINGS FAQ >5 .74 U.P. CL 16.8 E P,N 49 WEU ELL L17.s c Uj z MO .WELL O DWELLI O WITH WELL NG /WATER ' O �. � �. o N RCA Co, ?' t 82.3' W 0%. .. t'2 SFY LOT 146 v1 o:OWFllFNG••" W VACANTFTE 2Q8;:; O 150' EL 16.7 JB= O 35.0' ".:?:: 1 74' A L. WWC�LLW O B D�Wc7 DEEP �O 3 ' SANlfAR1 S15TF7113�4Y O G����N LpGOS 9 l 1}8 Z12 W LP. ,01 U C14~ EL 16.6 EL 17.9 EL 17.5 o En U S 88"57'40" E 00'U.P . DWEWNG WRH WELL WATER a LP. .7 S0. LOT 147 DWELLING WRH WELL WATER DWEWNG WRH WELL WATER WELL WELL ` SUFFOLK COUNTY DEPARTMENT RTMENT OF HEALTH SERVICES LP. APPROVAL OF CONSTRUCTED'NORKS FOR A SINGLE FAWLY RESIDENCE Dat AG 0 2 2019 1+3.Ref.No. 0*. ) al and Crater supoly tad1ities 3t Olie4 c!tip~z have tzeen �SD� 141�tr��,:i,c,, ?;aP Le f!;��;1 W 1�ris 7eNacsnent or©trig:a<�r:l�c+cs ac:c roulzci to �-11 l I° BeDROiT�.11�A IVb� UM �t(` � f Craig Knepper, P.E., Chief y �, Office of Wastewater Management AUG - 9 2019 m ZONED R-40 B�•D'�I�TGDEPT. NON—CONFORMING LOT 01YN OF M 1-D FRONT: 40'MIN SIDE: 15'MIN 35' TOTAL FINAL SU ' 06— REAR: 50'MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 20,549.24 SQ.FT, or 0.47 ACRES ELEVA77ON DATUM. NAVD88__ UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF 7HE 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 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TV77ON LISTED HEREON, AND TO 'THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT 7RANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HE Y ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 0774ER IMPROVEMENTS I EASEMENTS AND/OR SUBSURFACE S7RUEfURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 146 CERTIFIED T0: SARAH SANDS; MAP OF: ORIENT BY THE SEA SECTION TWO FILED: OCT. 269 1961 No.3444 SITUATED AT: ORIENT I 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 831 298-1588 FILE # 17-133 SCALE: 1"=50' DATE: AUG. 30, 2017 ( � ( ) N.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & KZ th M. Aoychuk HVAC Design Calculation in accordance with ACCA Manual J,D,°& S Manual J Eighth Edition V.2 For 930 Plum Island Lane Turn Key Modular Homes 286 Flanders Blvd Flanders NY 11901 (631) 284-3010 NEW YORKIkIG BUILDING tECHHOIOGY ROUP Prepared by: Thomas Baccarella in accordance with ACCA Manual J Wh edition,V2 Signature: _,�C Date: 5/31/2018 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 26A Building 1 Suite B Miller Place, NY 11764 Telephone: 631496-0289 Fax: 631 389-2808 Email:Gene@nybtg.com Revised August 30,2017 Manual S Compliance Report Job: 1771 p p Date: May 30,2018 NEW YORK 'B T0 DING riI'St By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg com Mb:www.NYBTG.com Project • • For: 930 Plum Island Lane, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 284-3010 Email: flandersreno@gmail.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 14845 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.7°F Latent gain: 3969 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 18815 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1424AJ1NA+RH1V2417STANJA Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 113% of load Latent capacity: 7200 Btuh 181% of load Total capacity: 24000 Btuh 128% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 16541 Btuh Entering coil DB: 67.5°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: NAVIEN, INC. Model: NCB-240E Actual airflow: 800 cfm Output capacity: 18000 Btuh 109% of load Meets all requirements of ACCA Manual S. —Pk wrightsoft® 2018-May-31 14:03 54 n w.--m....nw y—P." Right-Suite®Universal 2018 18.0.04 RSU25790 Page 1 lt�/�/�jI�1�1...W\930 Plum Island Lane\930_Plum_Island_Lane.rup Calc=MJ8 Front Door faces W Manual S Compliance Re ort Job: 1771 p P NEW YORK Date: May 30,2018 r �BUILDING second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG com Project • • For: 930 Plum Island Lane, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 284-3010 Email: flandersreno@gmail.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 13843 Btuh Entering coil DB: 76.6'F Outdoor design WB: 71.7°F Latent gain: 2521 Btuh Entering coil WB: 63.9'F Indoor design DB: 75.0°F Total gain: 16365 Btuh Indoor RH: 50% Estimated airflow: 510 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1418WJ1NA+RH1V2417STANJA Actual airflow: 510 cfm Sensible capacity: 14703 Btuh 106% of load Latent capacity: 2873 Btuh 114% of load Total capacity: 17576 Btuh 107% of load SHR: 84% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 16643 Btuh Entering coil DB: 65.2°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: NAVIEN, INC. Model: NCB-240E Actual airflow: 510 cfm Output capacity: 20000 Btuh 120% of load Meets all requirements of ACCA Manual S. 2018-May- 31 14 03.54 � 5C �- wrigl7tsoft®Wf���2�.a.�.,—m y Right-Suite®Universal 2018 18 0.04 RSU25790 Page 2 A...VA930 Plum Island Lane\930_Plum_Island_Lane rup Calc=MJ8 Front Door faces W Load Short Form Job: 1771 NEW YORK BUIEDING Date: May 30,2018 .` first By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone.631-495-0289 Email Tom@nybtg com Web www NYBTG com Project • • For: 930 Plum Island Lane, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 284-3010 Email: flandersreno@gmail.com Design Information Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 30 50 Moisture difference(gr/lb) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240E Cond RA1424AJlNA AHRI ref 8580772 Coil RH1V2417STANJA AHRI ref 7490965 Efficiency 95AFUE Efficiency 13.0 EER, 15.5 SEER Heating input 18000 Btuh Sensible cooling 16800 Btuh Heating output 18000 Btuh Latent cooling 7200 Btuh Temperature rise 21 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.062 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.79 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Foyer 206 3028 1392 189 78 Powder 41 98 13 6 1 Dining 265 2738 3062 171 172 Kitchen 209 2980 5063 186 285 Living 285 3981 4701 248 264 first d 1006 12825 14231 800 800 Other equip loads 3715 614 Equip. @ 0.89 RSM 13257 Latent cooling 3969 TOTALS 1006 16541 17226 800 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -P' wrightsoft, 2018-May-31 14:03:54 �, SMR•. a a-�, , mMm Right-Suite®Universal 2018 18.0.04 RSU25790 Page 1 ...M930 Plum Island Lane\930_Plum_Island_Lane.rup Calc=MJ8 Front Door faces, W Load Short Form Job: 1771 NEW YORK BUILDING Date: May 30,2018 second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-4950289 Email Tom@nybtg.com Web www.NYBTG.com Project • • For: 930 Plum Island Lane, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone. (631) 2843010 Email: flandersreno@gmail.com Design Information Htg CIg Infiltration Outside db(°F) 16 84 Method Simplified Inside db ('F) 72 75 Construction quality Tight Design TD (°F) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 30 50 Moisture difference(gr/Ib) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240E Cond RA1418WJlNA AHRI ref 8580772 Coil RH1V2417STANJA AHRI ref 8636338 Efficiency 95AFUE Efficiency 13.0 EER, 16 SEER Heating input 20000 Btuh Sensible cooling 12600 Btuh Heating output 20000 Btuh Latent cooling 5400 Btuh Temperature rise 36 OF Total cooling 18000 Btuh Actual air flow 510 cfm Actual air flow 510 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.038 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Hall 134 1396 394 54 15 Laundry 21 35 873 1 34 Bath 1 76 1493 318 57 12 Master Bath 98 1122 678 43 26 Master Bed 263 3531 4140 136 159 Bed 3 198 2322 3338 89 128 WIC 74 711 146 27 6 Bed 2 222 2634 3395 101 130 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -!�!- wrightsoft- 2018-May-31 14 03.54 B& M°•r w- »•M-..•m••. Right-Suite@ Universal 2018 18.0.04 RSU25790 page 2 B&...M930 Plum Island Lane\930_Plum_Island_Lane.rup Calc=MJ8 Front Door faces: W second d 1085 13244 13282 510 510 Other equip loads 3399 561 Equip. @ 0.89 RSM 12362 Latent cooling 2521 TOTALS 1085 16643 14884 510 510 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 03:54 2018-May-31 1 .� wrightsoft® Page 3 ... ti •-�����. �Mm �& W\930 Plum Island Lane\930_Plum_Island Lane.rup Right-Suite®Universal 2018 18.0.04 RSU25790 Calc=MJ8 Front Door faces: W 1771 Project Summar Job: May ''�'BUILDING J � Date: May 30,2018 NEW VOflK �B;o , first By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email*Tom@nybtg cam Mb*www.NYBTG cam Project Information For: 930 Plum Island Lane, Turn Key_Modular 19 l r Homes IVY 286 Flanders Blvd, Flanders, Phone: (631) 284-3010 Email: flandersreno@gmail.com Notes: Design Information Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 11689 Btuh Structure 13956 Btuh Ducts 1136 Btuh Ducts 275 Btuh Central vent (60 cfm) 3715 Btuh Central vent (60 cfm) 614 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 16541 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 13257 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 2293 Btuh Ducts 366 Btuh Central vent(60 cfm) 1311 Btuh Heating Cooling Outside air Area(ftz) 1006 1006 Equipment latent load 3969 Btuh Volume(ft') 8046 8046 Air changes/hour 0.20 0.07 Equipment Total Load (Sen+Lat) 17226 Btuh Equiv.AVF (cfm) 27 10 Req. total capacity at 0.70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary, Make NAVIEN, INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240E Cond RA1424AJlNA AHRI ref 8580772 Coil RH1V2417STANJA AHRI ref 7490965 Efficiency 95AFUE Efficiency 13.0 EER, 15.5 SEER Heating input 18000 Btuh Sensible cooling 16800 Btuh Heating output 18000 Btuh Latent cooling 7200 Btuh Temperature rise 21 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.062 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.79 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fk =igFttsoft- 2018-May-31 14:03 54 ^�R•� Right-Suite®Universal 201818 0 04 RSU25790 Page 1 ACCk ..WWI)Plum Island Lane\930_Plum_Island_Lane.rup Calc=MJ8 Front Door faces W Pro ect Summar Job: NEW YORK BUILDING J � May Date: May 30,2018 second By: Tom Baccamila New York Building Technology, Group 159 Rt 25A Building 1 Suite B, Miller Place,NY 11764 Phone 631-495-0289 Email,Tom@nybtg com Web•www.NYBTG.com Project • • For: 930 Plum Island Lane, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 284-3010 Email: flandersreno@gmail.com Notes: Design Information Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 9775 Btuh Structure 11308 Btuh Ducts 3470 Btuh Ducts 1974 Btuh Central vent (55 cfm) 3399 Btuh Central vent(55 cfm) 561 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 16643 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 12362 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 1074 Btuh Ducts 249 Btuh Central vent(55 cfm) 1199 Btuh 2 Heating Cooling Outside air Area(ft 1085 1085 Equipment latent load 2521 Btuh Volume(ft') 8680 8680 Air changes/hour 0.24 0.09 Equipment Total Load (Sen+Lat) 14884 Btuh Equiv.AVF (cfm) 35 13 Req. total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make NAVIEN, INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240E Cond RA1418WJlNA AHRI ref 8580772 Coil RH1V2417STANJA AHRI ref 8636338 Efficiency 95AFUE Efficiency 13.0 EER, 16 SEER Heating input 20000 Btuh Sensible cooling 12600 Btuh Heating output 20000 Btuh Latent cooling 5400 Btuh Temperature rise 36 OF Total cooling 18000 Btuh Actual air flow 510 cfm Actual air flow 510 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.038 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -*- =1ohtsot't- 2018-May-31 14.03 54 °r° ^•- Right-Suite®Universal 2018 18.0.04 RSU25790 Page 2 ..W\930 Plum Island Lane\930_Plum_Island_Lane.rup Calc=M.18 Front Door faces. W 1771 AED Assessment Job: May BUILDING Date: May 30,2018 NEW YORK -*I rirst By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495.0289 Email Tom@nybtg.com Web www NYBTG.com Project Information For: 930 Plum Island Lane, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 2843010 Email: flandersreno@gmail.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD (°F) 56 9 Latitude: 41 ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(`F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 7,000-- 6,000-- 4,00U- 3,000-- 2,000-- 1,000-- 0 ,006,0004,0003,0002,0001,0000 6 9 10 11 12 13 14 15 16 17 16 19 20 Rourof Day /H..V /Arnage Maximum hourly glazing load exceeds average by 13.5%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh -F' wrightSOTtm 2018-May-31 14 03 54 ,�~� A a-�a,.• .�-�� Right-Suite®Universal 2018 18.0.04 RSU25790 Page 1 ..M930 Plum Island Lane\930_Plum_Island_Lane.rup Calc=MJ8 Front Door faces W AED Assessment Job: NEW YORK BUILDING Date: May May 30,2018 second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone*631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com Project • • For: 930 Plum Island Lane, Turn Key Modular Homes 286 Flanders Blvd, Flanders, NY 11901 Phone: (631) 2843010 Email: flandersreno@gmail.com Design C• • • Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(OF) 72 75 Elevation: 82 ft Design TD (OF) 56 9 Latitude: 41 ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1 Dry bulb (°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 6,000 5,500 5,00 4,500-- 4.000-- 3.500- 3,000-- 2,500-- 2,000-- 1,500-- 1,000-- 500-- 0 ,5004,0003,5003,0002,5002,0001,5001,005000 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day /Huy /A•eraga Maximum hourly glazing load exceeds average by 28.3%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh wright30ft, 2018-May-31 14:03 54 ,�`� Aw,•.,a e.,-•�..�mA., Right-Suite®Universal 2018 18.0.04 RSU25790 Page 2 ..IM930 Plum Island Lane\930_Plum_Island_Lane.rup Calc=MJ8 Front Door faces W Right-J®Worksheet Job: 177 NEN'YJRKIB i����or� l first Date: Ma�/1 30f 2018 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email Tom@nybtg com Web www.NYBTG.com 1 Room name first Foyer 2 Exposed wall 103.5 ft 31.8 ft 3 Room height 8.0 ft d 80 ft heat/cool 4 Room dimensions 1.0 x 206.3 ft 5 Room area 1005.8 ft2 206.3 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft") Load number (Btuh/ft;°F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6W, -,12F,4w 0:065 ,n 3:66, 0:76 216 199 7261 155 110 , '110: 403 . :., '.h—d 4A4-'2= 0.350; '.n, 19:70 10.95 '-18: .o 345' 192 A:' .6 '0 p W 12F-0sw 0 065 a 3.66 0.78 298 201 736 157 0 0 0 0 10D w 0.350 a 19,70 2864 42 0 828 1203 0 0 0 0 11 4A4-2w✓ 0.350 a 19.70 40.92 55 0 1084 2251 0 0 0 0 W' 12F-0sw 0.065 s 3.66 0:78 16 16 -59 12 4 d. ''0 - 0 W 12F-0sw 0.065 w 3.66 0.78 298 232 849 181 144 108 395 84 4A4-2ow 0.350 w 19.70 40.92 45 0 887 1841 15 0 296 614 11J0 0.600 w 33.78 13.92 21 21 709 292 21 21 709 292 12C-0sw 0:091 .- 5:12 0.76' 200 179 . '91 "?. 135 0 -0 -"o0 0.600 n - "33'78 13.92= M 21" 709 292' 0 0 0:- 0 C 16B-44ad 0.022 - 0.00 000 0 0 0 0 0 0 0 0 F 19h49bswp 0.049 - 2.16 0.36 1006 1006 2174 359 208 2Q6 446. ' 74 F 19A-19bswp 0.049 - 000 000 0 0 0 0 0 0 0 0 'F ac--labscp OA49 - 0.OD 0.00 0 0 •0 • 0 0 0 - 0. ';0 6 c)AED excursion 0 185 Envelope loss/gain 10023 7071 2249 1335 12 a) Infiltration 1667 99 511 30 b) Room ventilation 0 0 0 0 13 1ntemal gains Occupants @ 230 4 920 0 0 Appliances/other 5866 0 Subtotal(lines 6 to 13) 11689 13956 2760 1365 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 11689 13956 2760 1365 15 Duct loads 10%11 1136 275 10% 29/6 268 27 Total room load 12825 14231 3028 1392 Air required(cfm) 800 800 1189 78 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. n -,,a- wit tits I 2018-May-31 14'03.54 "" "R"'""E! Right-Suite®Universal 2018 18 0.04 RSU25790 Page 1 ...W\930 Plum Island Lane\930_Plum_Island_Lane.rup Calc=MJ8 Front Door faces: W Right-JO Worksheet Job: 1771 NEN'YJRKIB of:DING Date: May 30,2018 first By: Tom Baccarella New York Building Technology Group 159 Rt 25A Budding 1 Suite B,Miller Place,NY 11764 Phone 631495-0289 Email Tom@nybtg.com Web,www.NYBTG.com 1 Room name Powder Dining 2 Exposed wall O ft 203 ft 3 Room height 8.0 ft heat/cool 8.0 It heat/cool 4 Room dimensions 5.5 x 7.5 ft 19.3 x 138 ft 5 Room area 41 3 ft' 264.7 ft' Ty Construction U-value Or HTM Area (ft5 Load Area M5 Load number (Btuh/ft2-"F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 .W 12F=0sw- - 0.M5 n 3.66 0.78, 0 0- 0 0 0 0 1-C..4A42av--: 0.350,' 'm • 19.70 10.95 0 0 0 0 p,`' s:, :'0 0 IW - 12F-Osw 0.065 a 3.66 0.78 0 0 0 0 0 0 0 0 t---ti 1 OD-w 0.350 a 19.70 2864 0 0 0 0 0 0 0 0 11 I--G 4A4-2ow 0.350 a 19,70 40.92 0 0 0 0 0 0 0 0 W -• .12E-0sw,- (X065 s•'' 3.66 0.78 0 0 0 0 1, '1_ 29 j6 W 1217-0sw 0.065 w 3.66 0.78 0 0 0 0 154 124 454 97 4A4-2ow 0.350 w 19.70 4092 0 0 0 0 30 0 591 1228 11,10 0.600 w 33.78 13.92 0 0 0 0 0 0 0 0 �I ,12C Osw_ 0.09.1 -512 0.76 0 0 0 0- 102 a 102. ;523, 0.600. 'n'.. F 3378 1392 0 0 0 A` Q"° -`b.- >0 Q C 1613 44ad 0.022 - 0.00 0.00 0 0 0 0 0 0 0 0 'F' :' f9A=18bswp 0.049 = - :2:16 0.36 41 41 -89 15 285 :':285;::' ` '5721, '95 F 19A-19bswp 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F t 19C•19cscp" 0.049 . - MOO -0. '0 0 0 0, 0 0' '0. ' <;0 6 c)AED excursion -2 339 Envelope loss/gain 89 13 2169 1841 12 a) Infiltration 0 0 326 19 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 2 460 Appliances/other 0 682 Subtotal(lines 6 to 13) 89 13 2495 3003 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 89 13 2495 3003 15 Duct loads 100/0 2% 9 0 10% 2% 242 59 Total room load 98 132738 3062 Air required(cfm) 6 1 171 172 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -e{.� wr�ghtsoTt� 2018-May-31 14:03 54 Right-Swte®Universal 2018 18.0.04 RSU25790 Page 2 WN930 Plum Island Lane\930_Plum_Island_Lane.rup Calc=MJ8 Front Door faces: W Right-J®Worksheet Job: 1771 NEN Y.- IB USI DING first Date: May 30'2018 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B.Miller Place,NY 11764 Phone:631-495.0289 Email:Tom@nybtg.com Web'www.NYBTG.com 1 Room name Kitchen Living 2 Exposed wall 16.8 ft 34.8 ft 3 Room height 8.0 ft heat/coci 8.0 ft heat/cool 4 Room dimensions 15.8 x 13.3 ft 21.5 x 13.3 ft 5 Room area 208.7 ft' 284.9 ftz Ty Construction U-value Or HTM Area (ft2) Load Area (ftl Load number (Btuh/ft'L•`F) (Btuhtft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W- 12F=0sw 0.065 n' 3.66 0.78 0, 0. ;0 0 106 89 324 '69 t__G 4A4-2ow _8350 n 19:70' 10.85 :..0- 0 0 o- 18 :0 ., 345 :192 W 12F-Osw 0.065 a 3.66 0.78 126 101 370 79 172 100 366 78 10D-w 0 350 a 19.70 28.64 0 0 0 0 42 0 828 1203 11 4A4-2ow 0.350 a 19.70 40.92 25 0 493 1023 30 0 591 1228 •W,, .'.-12F-0sw OA65 s 3.68 0.78 8 8 - 29 6`. 0 0 "0 0 W 12F-Osw 0.065 w 3.66 0.78 0 0 0 0 0 0 0 0 4A4-2anr 0.350 w 19.70 40 92 0 0 0 0 0 0 0 0 11,10 0.600 w 33.78 13.92 0 0 0 0 0 0, 0 0 R12C 0sw 0.091 '- 512 0':76' 88 77,: 39.4 58 !0 0 0 '0 �-D 11,10.A_A.. M600 n ' 33.78 13.92 21 21 709 292 0 0' 0 0 c 16B-44ad 0.022 - 0.00 0.00 0 0 0 0 0 0 0 0 :F-- 19A-19bswp. (1049 2:16 0.36 209 209' 451 75 - 285: '285 616 .102 F 19A-19bswp 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 'F 1 -190:196dcp 0.'049 - 0.00 0.00 0 0 0 0 0 0 0 •', "0 ' .- . •i. ., rt.' , '.��i`r ,int. t!':',Iti``� �Y:E ,«- --.y..c,a,' -- ",f. � � � ,. ..',t: _ -._ 'i::q: � � _. .. � .•x??�,::fig,`-.•n s;;" i' 6 c)AED excursion -368 -155 Envelope loss/gain 2447 1165 3069 2716 12 a) Infiltration 270 16 560 33 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 0 0 2 460 Appliances/other 3784 1400 Subtotal(lines 6 to 13) 2716 4965 3629 4610 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2716 4965 3629 4610 15 Duct loads 10% 20/6 264 96 10% 2% 353 91 Total room load 2980 5063 3981 4701 Air required(cfm) 186 285 1 248 264 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f}.t wr1 htsoFt� Right-Suite®Universal 2018 18.0.04 RSU25790 2018-May-31 14.03.54 A&KPage 3 ..W1930 Plum Island Lane\930_Plum_Island_Lane.rup Calc=MJ8 Front Door faces: W Right-M Worksheet Job: 1771 NEN YDP6IBUu�L'D�NG Date: May 30,2018 second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Budding 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email.Tom@nybtg.com Web www NYBTG.com 1 Room name second Hall 2 Exposed wall 133.5 ft 13 8 ft 3 Room height 8.0 ft d 8.0 ft heat/cool 4 Room dimensions 1.0 x 133.8 ft 5 Room area 1085.0 ft' 133.8 ft2 Ty Construction U-value Or HTM Area (ftl Load Area (ftp Load number (Btuh/ft;°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 12F-0sw.' • ., Qo65. ,n' 3.66: 0.78 224: 199 728, 955 ' 110 9,5-,- 348 r ;,74 :'1_--C �4A#=2mer -0.350 n .: 19:70 - 10.95' 25 0 493 274 ,15, A. 298 W 12F-Osw 0.065 a 3.66 0.76 310 255 933 199 0 0 0 0 11 E2 10D-w 0 350 a 0.00 0.00 0 0 0 0 0 0 0 0 4A4-2ow 0.350 a 1970. 40.92 55 0 1084 2251 0 0 0 0 1W" :,•.:12F=0sw` 0.065 s 366 '0:78 224' ' 224 '-820 175 0 0 0 :0 W 12F-Osw 0.065 w 3.66 0.78 310 250 915 195 0 0 0 0 4A4-2ow 0.350 w 1970 40.92 60 0 1182 2455 0 0 0 0 11J0 0.600 w 000 0.00 0 0 0 0 0 0 0 0 RR ,�' 12G0sw.; 0.091 - 0:00 0.00 •0 0 0 0 0' 0' 0. 0 �D"lud:5 :. 0.600^ 5-i 0.00 O.OD 0 0 D 0' 0' 0 0 p C 1613-44ad 0.022 - 1.24 1.03 1085 1085 1344 1115 134 134 166 137 F 4$A=1963%W 0:049 0:00 0.00- 0 0, 0 0 - _O. 0• ''0 0 F 19A-19bswp 0.049 - 2.16 0.36 42 42 90 15 0 0 0 0 -F :19C=19rscp '0.049 - M96 0.16. 38 38 , 36 S. , '= .0. 0:"_ -0 10 .1 Y ., ..,. ", r .. - • - ' r ,). , 5-.Y.s' 4'� n.. _.. •.•,:!•5-z n E'+ ... _ ' .. v , ' •. 6 c)AED excursion 0 -54 Envelope loss/gain 7625 6839 809 322 12 a) Infiltration 2150 128 221 13 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 0 0 0 0 Appliances/other 4341 0 Subtotal(fines 6 to 13) 9775 11308 1030 335 Less external Iced 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 9775 11308 1030 335 15 Dud loads 35% 17% 3470 1974 35% 17% 366 58 Total morn load 13244 13282 1396 394 Air required(cfm) 510 510 54 15 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrLgrtla,C � 2018-May-3114.03.54 " ""'"^6'-""' Right-Suite®Universal 2018 18.0.04 RSU25790 Page 4 1\930 Plum Island Lane\930_Plum_Island_Lane.rup Calc=MJ8 Front Door faces: W NEN'YORK IB of:D'N G Right-J®Worksheet Job: 1771 second Date: May 30,2018 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Budding 1 Suite B,Miller Place,NY 11764 Phone 631495-0289 Email Tom@nybtg.com Web.www.NYBTG com 1 Room name Laundry Bath 1 2 Exposed well 0 ft 183 ft 3 Room height 8.0 ft heat/cool 80 ft heat/cool 4 Room dimensions 6.5 x 3.3 ft 1.0 x 76.4 ft 5 Room area 21.1 ft2 76 4 ftz Ty Constriction U-value Or HTM Area (ftp Load Area (ft) Load number (Btuh/ft;'F) (Btuh/ft1) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 .W 1217-Osw` `0.065 n' 3.66 0:78 0 0 0 0 --78 a x'68 1249: � 53 i' :G 4A426w - ' 0:350 n -49.70 10.95 0 0 0 . 011 10 4 197 -109 IW 12F-Osw 0.065 a 3.66 0.78 0 0 0 0 68 68 249 53 I--c; 1OD-w 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 11 �-A 4A4-2ow 0.350 a 19.70 40.92 0 0 0 0 0 0 0 0 W 1217-0siN. 0.065 a 3:68 0.78 0 0 0 _ 0. - 0 0 : .Q- .:•0 W 12F-Osw 0.065 w 3.66 0.78 0 0 0 0 0 0 0 0 4A4-2ow 0.350 w 19.70 40.92 0 0 0 0 0 0 0 0 11J0 0.600 w 0.00 0.00 0 0 0 0 0 0 0 0 RR 1zc-osw oast' - o oa o:oo 0 0 0 0 .o, o : o 0 t-D Iiijo,:.. 0.600 n 0.00 0.00 0 0 0 0'. _0 C16B-44ad 0.022 - 1.24 1.03 21 21 26 22 76 76 95 78 -F: s 19A=19tiwip '0049' r OAO `0.w 0 0 0 0 -0 •0: _ 0 F 19A-19bswp 0.049 - 2.16 0.36 0 0 0 0 9 9 18 3 'F, ' ., 19c=19cscp -0.049- 119; 0.16' 0 0 0- 0 '_0 0 ,ti?:: 0 r,. 6 c)AED excursion -120 44 Envelope loss/gain 26 -98 808 253 12 a) Infiltration 0 0 294 18 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 0 0 0 0 Appliances/other 841 0 Subtotal(lines 6 to 13) 26 743 1102 271 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 26 743 1102 271 15 Duct loads 35% 17% 9 130 350/0 17% 391 47 Total morn load 35 873 1493 318 Air required(cfm) 1 34 57 12 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Ii.F- wr�gt�tsott- 2018-May-31 14:03:54 Right-Suite®Universal 2018 18.0.04 RSU25790 Page 5 ...M936 Plum Island Lane\930_Plum_Island_Lane.rup Calc=M.18 Front Door faces W Right-J®Worksheet Job: 1771 SP NEYORK IB oIE DING J f second Date: Ma�/30 2018 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone-631-495-0289 Email Tom@nybtg.com Web*www NYBTG.com 1 Room name Master Bath Master Bed 2 Exposed wall 11.5 ft 330 ft 3 Room height 80 ft heat/cool 80 ft heat/cool 4 Room dimensions 1.0 x 97.5 ft 1.0 x 252 7 ft 5 Room area 97 5 ft2 2527 ft' Ty Construction U-value Or HTM Area (ftp Load Area (ft) Load number (Btuh/ft;°F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cad Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 -W 12F;Osw 0.065 n 8:86 0.78- 0 0 0 0 0 0 0 ` ` -S0 'L--G! .4A4.26w• 0.350. n. 19 70 10.95 0 0 0 0, .0, '0 "0 :d W 12F-0sw 0 065 a 3.66 0.78 92 82 300 64 150 105 384 82 10D-w 0 350 a 0.00 0.00 0 0 0 0 0 0 0 0 11 4A4-2ow 0.350 a 19.70 4092 10 0 197 409 45 0 887 1841 W :42F=O, • 0.065 "s 368 '0.78 0 0 0 0 114 11,4 417 ,89 W 12F-0sw 0.065 w 3.66 0.78 0 0 0 0 0 0 0 0 4A4-2ow 0.350 w 19.70 40.92 0 0 0 0 0 0 0 0 11 J 0 0.600 w 0.00 0.00 0 0 0 0 0 0 0 0 R 12C.Osiri 0:091 =, 0:00 0.00. 0 ' 011 0 0, 0 '9- 0 0 0.600 'n' (100. 0.00 0' o 0 0 0 0' `a 0 C 1613-44ad 0.022 - 1.24 1.03 98 98 121 100 263 263 325 270- F• '49AA9bswp 0.049 • - OAO;. 0.00 0 0 :0 . 0 0 -0- 0 '0 F 19A-19bswp 0.049 216 0.36 12 12 25 4 20 20 44 7 :F 18G19escp' 0.049 - 098 :OA6- 0 0 0 0 18 18 18 Y3 6 c)AED excursion -11 -199 Envelope loss/gain 643 566 2075 2093 12 a) Infiltration 185 11 531 32 b) Room ventilation 0 0 0 0 13 Intemal gains. Occupants @ 230 0 0 0 0 Appliances/other 0 1400 Subtotal(lines 6 to 13) 828 577 2606 3525 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 828 577 2606 3525 15 Duct loads 350% 17% 294 101 35% 17% 925 615 Total room load 1122 678 3531 4140 Air required(cfm) 1 143 26 136 159 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Az= t� wr1-gf�t�ot°t� Right-Bud2018-May-31 14 03 54 AEZka®Universal 2018 18.0.04 RSU25790 Page 6 ..M930 Plum Island Lane\930_Plum_Island_Lane.rup Calc=MJ8 Front Door faces• W Right-J®Worksheet Job: 1771 NEN'Y0- oIE01NG Date' May 30,2018 second By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tam@nybtg com Web.www.NYBTG.com 1 Room name Bed 3 WIC 2 Exposed wall 21.8 ft 9.3 ft 3 Room height 80 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 197.9 ft 8.0 x 93 ft 5 Room area 197.9 ft2 74.0 ft2 Ty Constriction U-value Or HTM Area (ft2) Load Area (ftl Load number (Btuhlft2-°F) (Btuh/ft2) or perimeter (ft) (Bt uh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 12F-Mw 0,065- ns, 3,66 - -0.78 36 36 ` 132, 28' 0 0'a . 0,• .-0 �C; 4A9-tow .0:350 n' 18:70 10.95, p 0., 0 0 ', 0 <.Q..` '. _':0;,:. ' ::0 W 12F-Osw 0.065 a 3.66 078 0 0 0 0 0 0 0 0 1OD-w 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 11 4A4-2o6v 0.350 a 19.70 4092 0 0 0 0 0 0 0 0 :W 1217;0sw 0.065 s,- 3:66 0:78 0 0 0' 0 -. 74 '74=. -27.1 < 58 12F-Osw 0.065 w 3.66 0.78 138 108 395 84 0 0 0 0 4A4.2ow 0.350 w 19.70 40.92 30 0 591 1228 0 0 0 0 11,10 0.600 w 0.00 0.00 0 0 0 0 0 0 0 0 Fj12C-0sw• awl - a0d.: 0.00• 0 0 '0 `0 0 -10 .0 ".SO =nJo:i`:, .0.600 n mod: ' o.00 0 0 -0 0 ,`d d 0 C 161344ad 0.022 - 1.24 1.03 198 198 245 203 74 74 92 76 :F 19A-19bswp,� -0.049 - moo -0.00 0 0 0 0-, -0 .. '0"' "0.", :0 F 19A-19bswp 0.049 - 2.16 0.36 0 0 0 0 0 0 0 0 'F• 19019cs6p 0:049 - 0.96 0.16 0 0 0 , 0 14. 14 13' 2 ., e .. ,�. ;i�� ,-. .- - - - .c 0.•r: ..._. a ..,.. .. •p 4 I. .. • -, .. ,_. ,.. -. .;0.:,c 6 c)AED excursion 228 -20 Envelope loss/gain 1363 1771 376 116 12 a) Infiltration 350 21 149 9 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1050 1 0 Subtotal(lines 6 to 13) 1713 2842 525 125 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1713 2842 525 125 15 Duct loads 35% 17% 608 496 35% 17% 186 22 Total room load 2322 3338 711 146 Air required(cfm) 1 89 1281 127 6 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -1i- wrt t�esol t- 2018-May-31 14.03.54 ZcA Right-Suite@ Universal 2018 18.0 04 RSU25790 page 7 1M930 Plum Island Lane\930_Plum_Island_Lane.rup Calc=MJ8 Front Door faces. W Right-JO Worksheet Job: 1771 NEN YD0.K BUIr'DING second Date: May 30,2018 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495.0289 Email Tom@nybtg.com Web www.NYBTG.com 1 Room name Bed 2 2 Exposed wall 260 ft 3 Room height 8.0 ft heat/cool 4 Room dimensions 1.0 x 221.6 ft 5 Room area 221 6 ft2 Ty Constriction U-value Or HTM Area (W) Load Area Load number (Btuh/ft2-'F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 12IF-0sw 0.065 n, 3.66 0.78 0 0 0 0 '4"2&v • 0.350 n 19.70 10.95 0 0 0 0 W 12F-Osw 0.065 a 366 0.78 0 0 0 0 10D w 0.350 a 0.00 0.00 0 0 0 0 11 4A4-2ow 0,350 a 19.70 40.92 0 0 0 0 W, ,1 12F=-Gsw '0.065 s 3.66 0.78 36 38 132 28 W 12F-Osw 0.065 w 3.66 0.78 172 142 520 111 4A4-2ow 0.350 w 19.70 40.92 30 0 591 1228 11J0 0.600 w 0.00 000 0 0 0 0 P' • `12C-0sw"- 0.091 - •0:00 0.00 0 ,0 , _ '0' 0 0.6m, n= 0.00 0.00 0 0 0 0 C 1613-44ad 0.022 - 1.24 1.03 222 222 275 228 'F- 19A;19bswp,' 0.049 - 0:00 0.00 0 0 -0 0 F 19A-19bswp 0.049 - 216 0.36 2 2 3 1 ?1 •F : JOB PRE-32472 SHEET NO. 43A OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Design Summary(conal Location Connection Reference N p 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end & (2) Ridge Connection"7" 36A 0.131"x3.0" nails toed d c c O V „ 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end &(2) c Flip Connection„6 - 0.131"x3.0" nails toed 36A W CD MKneewall Connection"12" LTS12 &(2) 0.131"x3.0" nails toed 36A 2 VIM N N 7 a.. H- sR 04/19/18 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-32472 V SHEET NO. 44 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Design Summary(con'41 rl t. gyp 04/19/18 Location Force Member Sizes Splice Conn. If Req. Reference 2nd Floor Double 2x6 Top Plate-No Splices 5451 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 Sidewalls 1460 Ib Sheet 19 1st Floor Double 2x6 Top Plate-No Splices N 10916 Ib Sheet 19 Endwalls Double 2x10 Perimeter Rail- ,0 No Splices V 1st Floor Double 2x6 Top Plate-With Stagger 2 rows of tM Splices& @ 8 in oc 0.131"x 3.0"Nails 3091 Ib Sheet 19 t Sidewalls Double 2x10 Perimeter Rail- Stagger 2 rows of CL With Splices& 0.131"x 3 0"Nails @$ In OC 6 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. fY , 2. JOB PRE-32472 SHEET NO 39A OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Desiqn Summary(con'd) Location Force Exterior Panel Interior Panel Reference M E a 1st Story Wall-line-3 7/16"OSB w/0.113"x2"nails @ 408 plf 3"o.c.panel edge&12"o.c.field 18B M Perforated nailing(exterior) t N F 04/19/18 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. 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. Y JOB PRE-32472 SHEET NO 40 OF 44 CALCULATED BY DB DATE 4/9/2018 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 o.c Location Force Connection Fasteners Required Reference 2nd Story Module to 1st Story Module-line-1 (1) Simpson Strong-Tie CS16 669 Ib (22) 10d nails ea strap Sheet 21 strap 2nd Story Module to 1st Story Module-line-2 (1) Simpson Strong-Tie CS16 1684 Ib strap (22) 10d nails ea strap Sheet 21 2nd Story Module to 1st Story line A Dead Load of Structure is " L$Mp{� OK Sufficient to Resist /(Y beet 21 Overturning Load _ E 2nd Story Module to 1 st Story Module-line B Dead Load of Structure is = OK Sufficient to Resist $`. 0„ ,•;-:'Peet 21 = Overturning Load > ��``� O _ s:sS, �"t J oq_ �_ ._.1 i"� ��t 1st Story Module to ��/nlC Foundation-line-1 Simpson Strong-Tie rh 1 1/2 in a ete cover an .L 255 Ib STHD14RJ (30) 16d sinkers, locate 1.51n 21A from corner d 1st Story Module to " " Foundation-line 2 (1) Simpson FiDU14-SDS2.5 (36)SDS 1/4"x2.5"screws into installed on (4)2x6 SPF#2 stud column& 1"threaded rod 8410 Ib Studs-Use Heavy Hex Head w/8"min embed in 24"min 21A Nut-2500psi min concrete wide footing 1st Story Module to Foundation-line_A Simpson Strong-Tie 1/2 in min concrete cover and 1265 Ib STHD14RJ (30) 16d sinkers, locate 1 51n 21A from corner 1 st Story Module to Foundation-line-13 Simpson Strong-Tie 1/2 in min concrete cover and 1854 Ib STHD14RJ (30) 16d sinkers, locate 1.5in 21A 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. i JOB PRE-32472 ` SHEET NO 40A OF 44. CALCULATED BY DB DATE 4/9/2018 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 o.c. Location Force Connection Fasteners Required Reference N C O V G1 C C O C) C 1st Story Module to Foundation-line-3 1/2 in min concrete cover and = Simpson Stron -Tie - 4125 Ib STHD14RJ (30) 16d sinkers, locate 1 5in 21B from corner d O '•-:,.;.;.,..,,•yr:3 04/19/18 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-32472 SHEET NO 41 OF 44 CALCULATED BY DB DATE 4/9/2018 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 127 Ib 2 23 0.131"x 3.0"Nails in End- Top Plate to Studs&Bottom 127 Ib Grain NA 23A Plate to Studs 2 per stud 0.131"x 3 0"Nails Bottom Plate to Floor 96 plf NA 23A 16 in o.c t f �${ va C 'C 04/19/18 0.131"x 3"toenails. 2nd Story to 1 st Story 302 plf @ 4 in OC N/A 25 Connection-line—I &line—2 0.131"x 3"toenails. 2nd Story to 1 st Story 143 plf @ 6 in OC N/A 25 Connection-line—A&line—B Simpson Strong-Tie LTP4 1 st Story to Sill Plate 536 plf @ 12 in OC (12)0.131 in x 1 1/2in nails 26 Connection-line-1,2&3 0.131"x 3"toenails 1 st Story to Sill Plate 164 plf @ 6 in OC N/A 25A Connection-line—A&line—B 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-32472 SHEET NO 42 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Design Summary(con'd) Location Force Connection Fasteners Required Reference Truss Bottom Chord or Ceiling 198If 0.131"x 3.0"Nails toed 23B Joist to Endwall Top Plate p @6inOC . . O d , 086-,_ O V 04/19/18 c ' U) 2nd Floor Endwall Mateline- Top Plate to Top Plate/ 2725 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 51n nails each Floor Rim to Floor Rim across 2725 Ib 2 Simpson LSTA30 Straps strap NA Mateline 1st Floor Endwall Mateline- Top Plate to Top Plate/ 4366 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 4366 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. r _ JOB PRE-32472 t C N r SHEET NO 43 OF 44 r� f V. CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE �i I tip%,� "�`i a���:•,�; ��„�r Design Summary(cortmt�},_ ,t� . Locatio 7 heathing Connection Reference MAIN ROOF: 04/19/ 8 198 p 0.113'x2"nails at 6"o c panel edge nailing and 12"o c field Roof Sheathing 7/16" OSB (Unblocked) nailing Sheet 29 � Shear OVERHANGS: t 6 in D.C. edge &field Wall Sheathing 41 plf 0.113"x2"nails at ,c 7/16" OSB 6"o.c. panel edge nailing and Sheet 33 Non Shear Wall Suction 12"o.c. field nailing 199 plf 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 N o „ „ 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end & (2) w .` Ridge Connection 6 Sheet 36 0.131"x3.0" nails toed m c 0 V 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 36 00 LO LOKneewall Connection"9” LTS12& (2) 0.131"x3.0" nails toed Sheet 36 2 16.N N Location Force Connection Fasteners Required Reference 536 plf sliding 2"square washer w/1/2"Anchor 24 in OC Sill Plate to Foundation and Bolt(Assume 1/16"oversized hole) @ 27 0 Connection-line-1 &3 p 0 plf uplift 1/8in thick min.washer required v 536 plf sliding 2"square washer w/1/2"Anchor d Sill Plate to Foundation and @ 24 in OC = Bolt(Assume 1/16"oversized hole) 27A C Connection-line-2 C 0 pif uplift 1/8in thick min.washer required C 164 plf sliding 2"square washer w/1/2"Anchor Sill Plate to Foundation @ 42 in OC .!2 Sill and Bolt(Assume 1/16"oversized hole) 27B W Connection-line_A c 231 plf uplift 1/81n thick min.washer required 164 plf sliding 2"square washer w/1/2"Anchor LL Sill Plate to Foundation and Bolt(Assume 1/16"oversized hole) @ 42 in OC 27C Connection-line-13 278 plf uplift 1/81n thick min.washer required 8d nails=0.131"x 2.57, 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-32472 SHEET NO 43A OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Desiqn Summary(con'd) Location Connection Reference N c „ „ 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end &(2) Ridge Connection 7 36A 0.131"x3.0" nails toed m c ` c 0 V „ 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end &(2) Flip Connection„6 0.131"x3.0" nails toed 36A 0 W M CD Kneewall Connection"12" LTS12 & (2) 0.131"x3 0" nails toed 36A 2 N N L i... F aT ^Y 04/19/18 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-32472 SHEET NO 44 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Design Summary(con'0) 63 Y�� w. �- E � �u.�.g ......................................... 04/19/18 Location Force Member Sizes Splice Conn. If Req. Reference 2nd Floor Double 2x6 Top Plate-No Splices 5451 lb Sheet 19 Endwalls 2nd Floor Double 2x6 Top Plate-With Stagger 2 rows of @ 8 in oc Splices& 0.131"x 3.0"Nails 1460 lb Sheet 19 Sidewalls 1st Floor Double 2x6 Top Plate-No Splices 10916 lb Sheet 19 Endwalls Double 2x10 Perimeter Rail- 0 No Splices E 1st Floor Double 2x6 Top Plate-With Stagger 2 rows of @ 8 in oc Splices& 0 131"x 3.0"Nails 3091 lb Sheet 19 Sidewalls Double 2xI0 Perimeter Rail- Stagger 2 rows of CL @ 8 in oc With Splices& 0 131"x 3 0"Nails 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. MFS,Corporation d/b/a PFSTECO FT&TECO An Employee-Orined Company Darryl Mincemoyer April 23, 2018 Muncy Homes, Inc. 1567 PA Route 442 East Muncy, PA 17756 Re: Muncy Homes,Inc.,Muncy,PA NYSDOS Systems Approval No.M1387-2017-123 Submittal: #32472 Sands at 930 Plum Island Lane, Orient,NY 11957 Dear Mr. Mincemoyer, Enclosed please find one (1) electronic copy of the accepted documents for the above referenced manufacturer. PFS Corporation has reviewed 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 Uniform Fire Prevention and Building Code which incorporates the 2015 International Residential Code (2015 IRC) as modified by the New York State 2017 Uniform Code Supplement(NYS-2017-IRC). To the best of our knowledge,these plans have been found to be in compliance with the State of New York Rules and Regulations, Department of State,Title 19 (NYCRR), Chapter)CKMI 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. Sincerely, Digitally signed by Richard Richard Wenner '��,DN:cn=Richard Wenner,o=PFS, ou, email=rick.wenner@pfsteco.com rick.wenner@pfsteco.com Wennerc=ijs�--!' Rick Wenner . Date:2018.04.23 11:47:19-04'00' ��� Staff Plan Reviewer rick.wenner@pfsteco.com Northeast Regional Office Enc: As stated above. Cc: PFS—File copy State of NY DOS 570.784.8396.2877 Skatetown Road-Bloomsburg,PA 17815l_' - q'ECO TESTED W,WW.PFSIMCO.COM". DARKS YOU CAN BUIL©ON NYS Permit Submittal Job #32472 MENCY NOMIES, INC. 04/11/2018 JAK Fill Pill MW 071114546-Ma Builder: Customer: Turn Key Modular Sands ame: arae: Site Address: 930 Plum Island Lane, Orient, NY 11957 Street,Town,State,Zip Muncy Homes, Inc. 1567 PA Route 442 East PO Box 325 Muncy, PA 17756 Contact: Darryl Mincemoyer Engineering dmincemoverCcbpremier-builders.com NY Approval Number: M 1387-2017-123 Expiration Date: Oct 20th, 2019 !F NYS Submittal Index: NY Design Specifications Structural Schedule ` ` r- sst44.r � Ct~ ATC Wind Speed µ Area Site Map NYS "Notice of Approval" letter for system approval -- '� REScheck Compliance Certificate C NYS "Truss ID Notice" Truss Manuf. Details Electrical Load Calc 04/19/18 Door and Window Schedule Whole House Ventilation Supply Air Worksheet Wind Design Calculations Wind Design Plan(s) Wind Calc Summary Floor Plan(s) Electrical Plan(s) Foundation Layout Elevations LVL Connection Detail Bldg. Cross Section Typical Plumbing Details Balance of system sheets that apply to this actual house The plans and specifications of the permit set are derived from and consistent with the plans and specification associated with the approval on file with the Dept. of State, which were approved on 10/20/2017 under system#M1387-2017-123 **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. NY Design Specifications MUh CY HOMES, INC. 4111/2018 Home Ident. (Job No.): 32472 "•"' Site Location: 930 Plum Island Lane, Orient, NY, 11957 Suffolk County Design Loads: Ground Snow Load: 35 GSL Floor LL: (Liv'g/Slp'g) 40 130# Seismic Category: B Floor DL: 10# Wind Speed Vult: 136 Exp C NYS Uniform Code(which incorporates by reference): - 2017 Uniform Code Supplement,publication date July 2017(2017 UCS), which replaces the 2016 Uniform Code Supplement(2016 UCS). - References the International Code Council publications(the 2015 IRC, 2015 IBC, 2015 IPC 2015 IMC, 2015 IFGC, 2015 IFC, 2015 IPMC, and 2015 IEBC), with specific code printings, appendices, and referenced standards as identified in the 2017 UCS. NYS Eneray Code(which incorporates by reference): - 2016 Supplement to the New York State Energy Conservation Construction Code,publication date August 2016, revised August 2016 (2016 ECS).All references within the 2016 ECS to the 2016 UCS, shall be deemed to be amended to be a reference to the 2017 UCS. - References the 2015 International Energy Conservation Code(20151ECC), as published by the International Code Council,with specific code printing, appendices, and referenced standards as identified in the 2016 ECS. . ASHREA 90.1-2013, printing as identified in the 2016 ECS. . Other referenced standards mentioned in 19 NYCRR Part 1240. NEC 2014 ASCE 7-2010 NFPA 13D 2015 NDS 2015 Energy Conservation Compliance Shall Be Through Chapter 11, Computer Software as Provided in Section N1102.1.5- RESCheck. RESCheck Calculations Shall Be Done for each unit and shall be provided to the Authority having Jurisdictions Climate Zone: 4 Occupancy Classification: 1 Family Detached Q NES Construction Type Classification: VB /dr Foundation Type: Basement 's Located in Flood Zone: No Lot Line Fire Separation: No, Wall/Projections>5'from lot lineLu -_ € Finished Floor Above Grade: <6' Stories Above Grade: 2 '��+, 0,8AR62sr,�. Spriniker System Required: No Index of Addtl.Specific Dwgs: Floor Plan Foundation Truss Detail(s) 04/19/18 Electrical Plan (4)Elevations The plans and specifications of the permit set are derived from and consistent with the plans and specification associated with the approval on file with the Dept of State,which were approved on 10/20/2017 under system#M1387-2017-123. "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. Mono-Truss:Flat:2-Modules-Wide Section Contents Pages 13.2 Two-Story 13.2.1 4/12 Roof Pitch 13.2.1.1 35 PSF Ground Snow Load 13.2.1.1.1 20 ft Wide 13.2.1.1.1.1 thru 20 13.2.1.1.2 22 ft Wide 13.2.1.1.2.1 thru 20 13.2.1.1.3 24 ft Wide 13.2.1.1.3.1 thru 20 13.2.1.1.4 26 ft Wide 13.2.1.1.4.1 thru 20 13.2.1.1.5 28 ft Wide 13.2.1.1.5.1 thru 20 13.2.1.1.6 31 ft Wide 13.2.1.1.6.1 thru 20 13.2.1.2 50 PSF Ground Snow Load 13.2.1.2.1 20 ft Wide 13.2.1.2.1.1 thru 20 13.2.1.2.2 . 22 ft Wide 13.2.1.2.2.1 thru 20 13.2.1.2.3 24 ft Wide 13.2.1.2.3.1 thru 20 13.2.1.2.4 26 ft Wide 13.2.1.2.4.1 thru 20 13.2.1.2.5 28 ft Wide 13.2.1.2.5.1 thru 20 13.2.1.2.6 31 ft Wide Reserved 13.2.1.3 60 PSF Ground Snow Load 13.2.1.3.1 20 ft Wide 13.2.1.3.1.1 thru 20 13.2.1.3.2 22 ft Wide 13.2.1.3.2.1 thru 20 13.2.1.3.3 24 ft Wide 13.2.1.3.3.1 thru 20 13.2.1.3.4 26 ft Wide 13.2.1.3.4.1 thru 20 13:2.1.3.5 28 ft Wide 13.2.1.3.5.1 thru 20 13.2.1.3.6 31 ft Wide 13.2.1.3.6.1 thru 20 13.2.1.4 90 PSF Ground Snow Load 13.2.1.4.1 20 ft Wide 13.2.1.4.1.1 thru 20 13.2.1.4.2 22 ft Wide 13.2.1.4.2.1 thru 20 13.2.1.4.3 24 ft Wide 13.2.1.4.3.1 thru 20 13.2.1.4.4 26 ft Wide 13.2.1.4.4.1 thru 20 13.2.1.4.5 28 ft Wide 13.2.1.4.5.1 thru 20 13.2.1.4.6 31 ft Wide Reserved a FESTAL Pg. 13.d 03/07/2016 Mono-Truss:Flat:2-Modules-Wide Section Contents Pages 13.2 ' Two-Story(continued) 13.2.2 5/12 Roof Pitch 13.2.2.1 35 PSF Ground Snow Load 13.2.2.1.1 20 ft Wide 13.2.2.1.1.1 thru 20 13.2.2.1.2 22 ft Wide 13.2.2.1.2.1 thru 20 13.2.2.1.3 24 ft Wide 13.2.2.1.3.1 thru 20 13.2.2.1.4 26 ft Wide 13.2.2.1.4.1 thru 20 13.2.2.1.5 28 ft Wide 13.2.2.1.5.1 thru 20 13.2.2.1.6 31 ft Wide 13.2.2.1.6.1 thru 20 13.2.2.2 50 PSF Ground Snow Load 13.2.2.2.1 20 ft Wide 13.2.2.2.1.1 thru 20 13.2.2.2.2 22 ft Wide 13.2.2.2.2.1 thru 20 13.2.2.2.3 24 ft Wide 13.2.2.2.3.1 thru 20 13.2.2.2.4 26 ft Wide 13.2.2.2.4.1 thru 20 13.2.2.2.5 28 ft Wide 13.2.2.2.5.1 thru 20 13.2.2.2.6 31 ft Wide 13.2.2.2.6.1 thru 20 13.2.2.3 60 PSF Ground Snow Load 13.2.2.3.1 20 ft Wide 13.2.2.3.1.1 thru 20 13.2.2.3.2 22 ft Wide 13.2.2.3.2.1 thru 20 13.2.2.3.3 24 ft Wide 13.2.2.3.3.1 thru 20 13.2.2.3.4 26 ft Wide 13.2.2.3.4.1 thru 20 13.2.2.3.5 28 ft Wide 13.2.2.3.5.1 thru 20 13.2.2.3.6 31 ft Wide 13.2.2.3.6.1 thru 20 13.2.2.4 90 PSF Ground Snow Load 13.2.2.4.1 20 ft Wide 13.2.2.4.1.1 thru 20 13.2.2.4.2 22 ft Wide 13.2.2.4.2.1 thru 20 13.2.2.4.3 24 ft Wide 13.2.2.4.3.1 thru 20 13.2.2.4.4 26 ft Wide 13.2.2.4.4.1 thru 20 13.2.2.4.5 28 ft Wide 13.2.2.4.5.1 thru 20 13.2.2.4.6 31 ft Wide 13.2.2.4.6.1 thru 20 c 4��,�•�;.STfj � ae • •o�s'�1" �� Pg. 13.e 03/07/2016 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 13.2.3.1.4 26 ft Wide 13.2.3.1.4.1 thru 20 13.2.3.1.5 28 ft Wide 13.2.3.1.5.1 thru 20 13.2.3.1.6 31 ft Wide 13.2.3.1.6.1 thru 20 13.2.3.1.7 31ft Wide-Low HH 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 13.2.3.2.6.1 thru 20 13.2.3.2.7 31 ft Wide-Low HH 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 13.2.3.3.6.1 thru 20 13.2.3.3.7 31 ft Wide-Low HH 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 13.2.3.4.6.1 thru 20 13.2.3.4.7 31 ft Wide-Low HH 13.2.3.4.7.1 thru 20 Y NAL sTk'� Pg. 13.f 03/07/2016 Structural Schedule for a 2-Story Dwelling: Job#: "Systems" Ground Snow Load 35 psf. Basic Wind Speed Vaso a ' '110 mph 35g`' Exp.! C j Ultimate Wind Speed VULT ;142 mph 3sg Eq.Exp"D"Wind Speed VOLT ':131 mph 3sg W1=479 Of W2=392 pif Mean Roof Height 30 ft Wall Zone 5 Roof Pitch 7/12 Truss Type Mono-Flat: Kneewall Dim. nja W3=914 plf _ W4=817 plf Roof Design Standard 3 d Max.Module Width, 14 ft House Width(nom)' .' 28 fi:-;3' , Wall Height-1st Floor 8 ft �. Wall Height-2nd Floor . 8 ft V WS=1314 pif IW6=1207 plf Typical Loads: 2nd Fir.LL= 40 psf Ext Wall DL= 50 plf Loading Section-"Loads per Module" 2nd Fir.DL= 30 psf Mate Wall DL= 40 plf 1st Fir CIg DL= 5 psf (per mod.) 1st Fir.LL= 40 psf 1st,Fir.DL= 10 psf Loading Section Formulas: W1=Truss Reaction+OH(as applicable)converted to PLF=479 pif. Reference page#2.2.6 within the Calculation Manual for loading origin. W2=Truss Reaction converted to PLF=392 pif Reference page#2.2.6 within the Calculation Manual for loading origin. W3=[(1/2 Max Mod Width)'(2nd Story LL+Floor Cit.+CIg DL)]+W1+Ext Wall DL [(0.5 x 14)x(40+10+5)]+479+50=914 plf W4=[(1/2 Max Mod Width)'(2nd Story LL+Floor DL+CIg DL)]+W2+Marr Wall DL Loading Section LL and DL Summary(plfl: [(0.5 x 14)x(40+10+5)]+392+40=817 pif TL LL DL WS=[(1/2 Max Mod Width)•(lst Story LL+Floor DL)]+W3+Ext Wall DL Wl'= 479 360 119 [(0.5 x 14)x(40+10)]+914+50=1314 pif W26= 392 294 98 W6=[(1/2 Max Mod Width)*(ist Story LL+Floor DL)]+W4+Marr Wall DL W3= 914 640 274 [(0.S x 14)x(40+10)]+817+40=1207 pif W4= 817 574 243 W5= 1314 920 394 No-Transfer Load(NTL)Loading Section Formulas: W6= 1207 854 353 W3 NTL W1=[(1/2 Max Mod Width)•(2nd Story LL+Floor DL+CIg DL)]+Ext Wall DL W3 NTL W1= 435 280 155 [(05x14)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 D L+CIg DL)]+Marr Wall DL W5 NTL W3= 400 280 120 [(0.5x14)x(40+10+5)]+40=425 pif W6 NTL W4= 390 280 110 W5 NTL W3=[(1/2 Max Mod Width)'(lst Story LL+Floor DL)]+Ext Wall DL W5 NTL W1= 835 560 275 [(O.Sx14)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 W1=[(1/2 Max Mod Width)'(ist Story LL+Floor DL)]+EM Wall DL+[(1/2 Max Mod Width)'(2nd Story LL+Floor DL+CIg DL)]+Ext Wall DL [(0.S 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)'(ist Story LL+Floor DL)]+Marr Wall DL+[(1/2 Max Mod Width)*(2nd Story LL+Floor DL+CIg DL)]+Marr Wall DL [(0.5x14)x(40+10)]+40+[(0.5x14)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,see page 6.4.1.b 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 Manual 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,LLtaken 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 7-02,05&30 and NDS 05,12&15. 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 161-0 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 off.. 03/07/2016 13.2.3.1.5.11 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(Wl): Second Floor Stud Columns z' SecondFloor Stud Columns a7 Reaction Reaction No. Mems Specie Max 'pan Page# 114 IPF 2x65PF 2x6 SPF S 1 Page# 2x45PF 2x6 SPF 2x6 SPF p p (lbs) No Mem Species Max.Span (lbs) #1/k2 Stud #1/#2 #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,"' 4.3.a. 2 2 (1)5.5" 2.10E,LVL 71"(5'-11':)x<; ;1491 43a, 3 2 y 2 3 (1)2x8 SPF#2(s) 51"(4'-3") . 1684 4.3.a-''° 3 2 2 3 (1)7 25" 2.10E,LVL -92"(7`-8"f 1932 4.3 a ;;4;,' 3 .2 4 (1)2x10 SPF#2(s) .63"(5'-3") 3326 4.3.a- 3 2 2 4 (1)9.25" 2.10E,LVL 115"(9'-7"). 2425 4.3.a 4 3 2 5 (1)2x12 SPF#2(s) 73"(6'-10) 1539 4.3.6', 3 2 2 5 (1)1125" 2.OE,LVL 138"(11'c6") 2912 4.3.a n/a 3 2 6 (1)2x4 SPF#1/#2 29"(2'-5"1) :622 4.3.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 3 8 (1)2x8 SPF#1/#2 55"(4'r7"') 1153` 4.3.6 3 2";, 2 8 (1)16" 2 OE,LVL 192"(16'-0") 4047 4:3.4 n/a W 4 = 3 9 (1)2x10 SPF#1/#2 6711(5'-7") 1408 4.3.a 3 ;2 2 9 (1)18" 2 OE,LVL `214"(17-10") 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 10 (1)20" 2 OE,LVL 236"(19'-8") 4990 4.3.6 qa p/a 5 11 (2)2x4 SPF#2(s) _ 39,"(3'-3") 828 t, 4.3a. 2 2 2 11 (1)22" 2 OE,LVL ;.258"(21'4") ,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)35" ME,LVL 59"(4'41"),"",J236 4:3.a; 3:';. "•2 2 " 13 (2)2x8 SPF#2(s) 73:'(6'A") 1536 4.3:a- _3 1 2- 13 (2)55" 2 OE,LVL 92"(T-8");' '''1949 4.3.a 4 + 3 2 - 14 (2)2x10 SPF#2(s) 89"(T-5") 1879 4.3.a 4 3 2 14 (2)7 25" 2 OE,LVL 122"(10'-2") 2515 4 3.a 4 3 2 15 (2)2x12 SPF#2(s) 103"'(8'-7") 2181 4.3.a. ,-4 3 2 15 (2)9.25" ME,LVL 156"(13'-0") 3290 � 4.3.a n/4 ' 4, 3 16 (2)2x4 SPF#1/#2 42"(3'-6'-') 879 4.3.a 2 �2; , 2 16 (2)1125" 2.6E,LVL 189"(15'-9") •4008 <4.3.a, n/a 4 "3 17 (2)2x6 SPF#1/#2 61".(5'-1:") 1288` 4.3ia` 3 21' 2 17 (2)12" 2 OE,LVL 202"(16--i0")- 4279 °4.3,a n/a 4 3 , 18 (2)2x8 SPF#1/#2 77"(6'-5"} 1633"" 4.3,a 3 w .2. 'v '2 SS (2)14" 2 OE,LVL x.235"(19'-7") 5000 4.3.a nJa n(a 3 ` 19 (2)2x10 SPF#1/#2 94"(7-10") 1998 4.3.a 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'-1") ,. 2319• 4.1a 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) SI:'(4'-3") 1088,' ,4.3.a 'n/a n/a:,;s;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` •4.3a' 'n/a n(a�=" 2 22 (2)22" 2.OE,LVL !;`362"j30'-2")` -7772 4.3:a, , n/a �n/a- n/a 23 (3)2x8 SPF#2(s) 96"(8'-0") 2021 4.3.4 n/a h/a 2 23 (3)3.5" 2 DE,LVL 67"(5'-7") 1423 4.3.a n/a n/a 2 24 (3)2xio SPF#2(s) 117"(9'-9'") 2472 4.3.a n/a n/a 2 24 (3)55" 2 OE,LVL 106"(8'-10") 2244 4.3.a n/a o/a 2 25 (3)2x12 SPF#2(s) 135"(11'-3") .2870 4.1a n/a n/a,1, 2 25 (3)7 25" 2 OE,LVL 11 140"(11'-8") 2967 4.3.6 n/a n/a 2 26 (3)2x4 SPF#1/#2 ,55"(4'-7") 3157, 43.a"; "n/a. ri/a„5 2 26 (3)9 25" 2.OE,LVL x118"(14-10")<-3795 4.3.a :n/a n%a 3' ' 27 (3)2x6 SPF#1/#2 ''80",(6'-8") .<3696 A 4.3.a n/a, n/a 2 27 (3)1125" 2 OE,LVL 217"(18'-1"): -4630 4 3.a 61a :o/a 3 28 (3)2x8 SPF#1/#2 101"(8'-5") 2148`- 4.3.a n/a `nja;'. 2 28 (3)12" 2 OE,LVL 23111(19,-3,)' `4944 43.a n/a n/i 3 29 (3)2x10 SPF#1/#2 124"(10`411) 2630 4.3.6 n/a •n/a 2 29 (3)14" 2 OE,LVL 1.270"(22'-6") 5782 4.3.a n/a n/a 4 30 (3)2x12 SPF#1/#2 143"(11'-11") 3053., 4.3.a h/a, -h/a 3. 30 (3)16" 2 OE,LVL 308"'(25'-8") „6623 4.3,a n/a n/a ? 4 A=LL=240,TL=180,CD=115 Wall Height=8 ft Table Load=500 PLF 31 (3)18" 2 OE,LVL :,3461{2$'-10':).,_;7469 : 4.3.4 n14<';' n/a n/a 32 (3)20" 2.OE,LVL -384"(B2!-V') 8326 4.3:a n/a,;! n/a h/a 33 (3)22" 2 OE,LVL 422"(35'-2") 9175 4.3.a nja sr 'nJa n/4 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' S Page# h2xjSPF 2x45PF 2x65PF 5 1 Page# 2x35PF 2x45PF 2x65PF No. Mem Species Max Span (lbs) #2 #1/#2 az/#z No Mem Species Max Span (lbs) #1/#2 '1/a2 #1/#2 1 (1)2x4 SPF#2(s) i 31',(2'7`) 524n• 4.3.a' 1 1 %1 1 (1)3.5" 2.10E,LVL `,•. 50"(41-2"), 839' 4.3.a 1 1 - 1 2 (1)2x6 SPF#2(s) i 45"(3!-9"} 767%, 4.3 a 1, 1 2 (1)5 5" 2.10E,LVL 78",(6'-6") 1322 ..4.3.a 2��Y°'•1 1.�i 3 (1)2x8 SPF#2(s) •57"(4'-S"). 971 4.3.a.• "„1 1 , 1 ' 3 (1)725" 2 OE,LVL ` 103"(8'-7") 1729 43.a' V 1 I 4 (1)2x10 SPF#2(s) 70"'(5'-10") 1187 4.3,a 2 1 1 4 (1)9 25" ICE,LVL # 129"(10'-9") 2171 4.3,a 2 1 1 5 (1)2x12 SPF#2(s) '$1,','(6'-9") 1376 4.3.a :2, 1, 1 5 (1)11 25" 2 OE,LVL 154"(12'-30") 2606 , 4.3,a 3 2 1 6 (1)2x4 SPF#1/#2 .33'.'(2'=9"), 556 • 4.3.a 1. 1„ =1 6 (1)12" 2 OE,LVL ?:164"(13'-8"); 2769 4.3.a 3 2: 1 7 (1)2x6 SPF#1/#2 48"(4'-Q")," -814- 4.3.a •, "1` 1 1 7 (1)14" 2 OE,LVL ��189"(L4'-9"}:"',3198 4.3.a' 3 '2 1 8 (1)2x8 SPF#1/#2 61"(5'-1"} 1032; 43.a `` '1 '1' 1 8 (1)16" 2 OE,LVL 214".(17`-10',') 3625 4.3,a 4 2 2 9 (1)2x10 SPF#1/#2 75"(6'-3") 1260; 43A 2 1 1 9 (1)18" 2.10E,LVL 239"(19'-11") :y:4049 4.3,a 4 2 2 30 (1)2x12 SPF#1/#2 87"(7'4") 1464•": 4.5.a 2. 1 , 1 10 (1)20" ME,LVL ,263"(21'41") .4470 4.3.a 4 3' Z 11 (2)2x4 SPF#2(s) 44.." 742,.• ` 4.3.a, ,n/a 1 1 11 (1)22" 2.OE,LVL ;288"(24'-0")",,•,4896 4.3.a ,5 :",.�3 '2 12 (2)2x6 SPF#2(s) 64"(5'=4") 1085, 4.3.a h/a 1 1 12 (2)3.5" 2 OE,LVL :63"(V-3"), 1069 4.3.a-• n/a;" 1 1 13 (2)2x8 SPF#2(s) 81"(6'-9") 1376' 4.3a n/a 1 1 13 (2)5 5" 2 OE,LVL ,1610.'(8%4") 1685 43.a` n/a I 1. 14 (2)2x10 SPF#2(s) 99-%'(8'-3") 1683 4.3,a n/a 1 ' 1 14 (2)725" 2 OE,LVL 132"(11'-0") 2226 44.a n/a 1 1 15 (2)2x12 SPF#2(s) 115"W-71 1952 4.3 a n/a 1 1 15 (2)9.25" 2.0E,LVL 268"(14'-0"j 2847 4.3.a n/a 2 1 16 (2)2x4 SPF#1/#2 ,47"(3'-1V) 4.3.a n/a .:1, ". '1, 16 (2)11 25" 2.OE,LVL ;"204"(17'-0"), ;,34761 4.3 a- n/a 2 1' 17 (2)2x6 SPF#1/#2 68"(5'-8"") ;.1153 4.3 a n/a �T 1 17 (2)12" 2.OE,LVL %218"(18'-2"} ,'37,05 4.3.a n/a;.^ 2 2 18 (2)2x8 SPF#1/#2 86"(T-2") 1463 4,3,a n/a f` 1 18 (2)14" 2.OE,LVL 254"(21'-21 4331 4.3.a n/a 2 2 ' 19 (2)2x10 SPF#1/#2 105"(8'-9") 1789 4.3a n/a 1 - 1 19 (2)16" 2.OE,LVL ;.290"(24'-2"') 4960 4.3.a n/a 3 2 20 (2)2x12 SPF#1/#2 122"(10=2") .,2076 43.a '`, n/a 1 1 20 (2)18" ICE,LVL ^326",(27'-2") 5593 4,3.a n/a 3 2 21 (3)2x4 SPF#2(s) 58"(4'-10"); ' ;974 4.3a n/a n/a'7;, 1 21 (2)20" 2 OE,LVL 361"(30'-1") 6226 4 3:a ri/a:r 3 2 ` 22 (3)2x6 SPF#2(s) 84"(T-0"} 1426.-:' 4.3.a h/a n/a �"" 1 22 (2)22" 2 OE,LVL '397.",(33'-1"} .6863 . 4 3.a n/a 4 z 23 (3)2x8 SPF#2(s) 107"($'-11"} 1809 4,1a, n/a •nJa 1 23 (3)3.5" 2 OE,LVL 73"(6'-1") 1231 4.3.a n/4 n/a 1 24 (3)2x10 SPF#2(s) 130"(10'-10") 2214 4.3.a n/a n/a 1 24 (3)55" 2 OE,LVL ;114"(9'-6'.') 1942 4.3.a n/a " n/a 1 25 (3)2x12 SPF#2(s) 151';(12'-7") 2572 .4.3.a n/a n/a,, 1 25 (3)7.25" 2 OE,LVL ! 15V(12--711)' 2567 4,3.a nja n/a. 1 26 (3)2x4 SPF#1/#2 61"(5--l"), •1036- 4 3a;r• bja n/a 1 26 (3)9.25" 2 OE,LVL "192"(16'-0") 3287 4.3.iM' n/a ,n/a w 1 27 (3)2x6 SPF#1/#2 90".(7'-6'k) 1517 4.3.a.,? n/a nJa 1 27 (3)1125" 2.611,LVL '234!'(19'-V) 4012, 4.3.a' nJa •nJa -2 28 (3)2x8 SPF#1/#2 1I3"(9'-5") 1925 4.3.a n/a n/a 1 28 (3)12" ME,LVL 249"(20'-9") 4284 4.3.a n/a n/a 2 29 (3)2x10 SPF#1/#2 138'•'(11'-6") 2356 4.3a n/a n/a 1 29 (3)14" 2 OE,LVL 290"(24'-2") 5012 43.a n/a n/a. 2 30 (3)2x12 SPF#1/#2 160"(13'=4") .2738 4.1a n/a . nJa 1 30 (3)16" ICE,LVL '331"(27'-7") .-•5746 4.3.6 nja "nja 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 ,nja ' 2 s 32 (3)20" 2 OE,LVL 413"(34'-5"),^• 7228 4.3.4 n/a n/a ` 3 33 (3)22" 2 OE,LVL 4S4"(37-10") , 7974 4.3.a n/a n/a 3 A=LL=240,TL 180,CID=115 Wall Height=8ft Table Load=400 PLF 03/07/2016 13.2.3.1.5.12 _ 1st Fir.Headers&Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(Vaso/VuLT)Exp C,131(VuLT)Exp D Table"E"- Sidewall Headers and Girders(W3): Table"F"- Sidewall Headers and Girders(W3): First Floor 1t21tF ud Columns z7 First Floor Stud Columns z' ReactionReaction No Mems Species Max.Span (lbs) Page# 2.4 SPF 2x6 SPF No Mems S eciest Max Span (lbs Page# 2x4SPF 2x6 SPF 2x6 SPF at/a2 se"a p ) a1/a2 Stud a1/a2 1 (1)2x4 SPF#2(s) 20"{3'-8") 804', 4.2.b 2 2 s" 2 1 (1)3 5" 2 OE,LVL 31"(2'-7") '.1266 „4:2.b 3 '-.2 2. 2 (1)2x6 SPF#2(s) .29"_{2'-5") 1180, 4.2.b 3�' 2" ,; ,2 2 (1)5 5" 2 OE,LVL a :50"(4`-2") : 1940 4.2,b _ 3- `2 -21" 3 (1)2xS SPF#2(s) 37"JV-1") .1495 4.2.b - 3 2 ` 2 3 (1)7 25" 2 OE,LVL r.-66"(S'-6") ^'2624 4.2.b, 4�''F 3 2'� 4 (1)2x10 SPF#2(s) 45:"(3'-9") 1824, 4.2b 3 Z ,; 2 4 (1)925" 2 OE,LVL 84"(7'-0") 3336 4.2.b 4., 3 2 5 (1)2x12 SPF#2(s) 53"(4'-51 2115;, 4.2.b: 3 2 .2 5 (1)11:25" 2 OE,LVL 100"(8`-4")' 4006 •4.2.b n/a 3 3- 6 (1)2x4 SPF#1/#2 20"(1a-S") 821: 4.2.b "2; 2 2 2 6 (1)12" 2.OE,LVL ;,107"(8'-11") 4255 •4.2.b n/a i 3 3 7 (1)2x6 SPF#1/#2 31';(2'-7") 1252> 4.7-b F,3, 2 2 7 (1)14" 2 OE,LVL ;'123"(SO'-3") 4912 ^%'4.2:b n/a ",4 r,. 3', 8 (1)2x8 SPF#1/#2 '39"(3'-3"} 1586 4,2 6 `3 2.: 2 8 (1)16" 2 OE,LVL 139"(11`=7")', .5565 4.2,b n/a `- 4 3' 9 (1)2x10 SPF#1/#2 48"(4'-0") 1939 4.2.b 3 2:<,' 2. 9 (1)18" 2 OE,LVL 156"(13'-0") •6214 4.2.b n/a 4 3 SO (1)2x12 SPF#1/#2 56"(4'-8") 2250, 4,2.b , 3 2 2 10 (1)20" 2 OE,LVL i72"(14'-4") "6859 4.2.b n/a n/a 4 11 (2)2x4 SPF#2(s) 28"(2'41), .1142, 4.2.b �,�, 3 2 " Z 11 (1)22" 2 0E,LVL 188"(15'-8")>"_7500 - 4,2.b, n/a n/a ,4 12 (2)2x6 SPF#2(s) 42"(3'-6") 11668' 4,2`.b"'," 32 21 12 (2)3 5" 2.OE,LVL 1 ,•41"{3'-5") '; „"1629 4:2:b 3 2 ,.' 2 13 (2)2x8 SPF#2(s) 53"(4'-S") ''2112 4.2.b 3 2' 2 ; 13 (2)5 5" 2.OE,LVL 364"(5'-4") 2561 4.2.b 4-F• 3 2 14 (2)2x10 SPF#2(s) 64"(S'-4") 2582 4.2.b 4 '3 .2 14 (2)7.25" 2.OE,LVL 85"-(7'-1") 3385• 4.2,b 4 3 3 15 (2)2x12 SPF#2(s) " 75"(6'=3") 2995 4.2.b 4 ,3, 2 15 (2)9 25" 2.OE,LVL 108"(9'-0") 4322 4.2.b n/a 3 3 16 (2)2x4 SPF#1/#2 30"(2'-6") 1209: '4.2.b 3 " ' -2 .F 2 16 (2)1125" 2.OE,LVL ;132"(11'-0")- 5266 ''j.2.b. 6/a, 4, 3 17 (2)2x6 SPF#1/#2 42.b ti '3 21." 2'� 17 (2)12" 2 OE,LVL 140"(lV-8") "5618 4.2.b "riJa^ 4 3 18 (2)2x8 SPF#1/#2 �`56"(41-8") .2247 4.2.b 3 '2; ,2 18 (2)14" 2 OE,LVL :164"(13'-8") 6566 4.2 b n/a „; 4' 3 19 (2)2x10 SPF#1/#2 69"(5'-911) 2746 42.b 4 3 2 19 (2)16" 2 OE,LVL 187"(15'4") 7511 4,2.b n/a n/a 4 20 (2)2x12 SPF#1/#2 791'(6'-7") 3184 4.2.b 4 3 2 20 (2)18" 2.OE,LVL 2il"(17'4") 8463 4.2 b n/a n/a 4 21 (3)2x4 SPF#2(s) 37"(3'-1") :1496' ," 4.2.b --n/a n/a, �2 21 (2)20" 2 OE,LVL ;234",(19'-6") 9414 4.2.b n/a „n/a .4 22 (3)2x6 SPF#2(s) 55"(4'-7") 2`1944.2.b�-' :.ri/a n/a-"`''"a2 22 (2)22" 2 OE,LVL ';258"(21'-6"); 10372 4.2,b n/a n/a 23 (3)2x8 SPF#2(s) 69":(5'-9") 2780 ,4.2.b 'n/a n/a; 2 23 (3)3 5" 2 OE,LVL 47"(3'-11") 1879 4.2:b n/a n/a 2 24 (3)2x10 SPF#2(s) 85"(VII.) 3396 4,2.b <n/a n/a 3 24 (3)5.5" 2.OE,LVL „"74"(6'-2") 2962 4,2.b n/a n/a 2 25 (3)2x12 SPF#2(s) ,98"-(8'c2") 3942, 4.2.b n/a n/a; 3 25 (3)7.25" 2.OE1 LVL 98"(8'-2")' ,3915 4.2.6 iiia iiia 3 26 (3)2x4 SPF#1/#2 - 40"43'-4") 15924 2.6 %„.`Fi/a n/a 2 26 (3)9.25" 2 OE,LVL i�125"(10'-5") 5007; y 4.2b n/a _ •nja,z' 3. 27 (3)2x6 SPF#1/#2 '''58"(4'-10") 2330 4.2.b ,z;n/a n/a' ,-° 2 27 (3)1125" 2.OE,LVL 152"(12'-8") 6103 i '-4.2.b- n/a •ii/a 9 28 (3)2xS SPF#1/#2 74"_(6'-2") 2954 4.2.b :, n/a n/a,, 2 28 (3)12" 2 OE,LVL 162"(13'-6") 6511 "4.2,b n/a. n/a 3 29 (3)2x10 SPF#1/#2 90"(7'.6") 3611 4 2.b n/a n/a 3 29 (3)14" 2.OE,LVL 189"(151-91') 7613 4.2.6 n/a' n/a 4 30 (3)2x12 SPF#1/#2 104",(8'-8") 4192 14.2:b• n/a- iiia 3 30 (3)16" 2.OE,LVL 216"(18'41) 8720 - 4.2 b in/a=-, n/a 4' A=LL=360,TL=240,CD=1.15 Wall Height=8 it Table Load=950 PLF 31 (3)18" 2.OE,LVL "243"(20'-3'.'); 9831 ,4.Z.b n/a;""n/a - 4 - 32 (3)20" 2 OE,LVLz 270"(22'-6")' 10941 4.2 b 066/a iiia Stud Column Table Load for Tables"E"&"F"=1000 PLF 33 (3)22" 2 OE,LVL 297"(24'4") -12461 4.2.b` n/a -n/a n/a A=LL=360,TL 240,CD=1.15 Wall Height=8 ft Table Load=950 PLF Table"G"-Matewall Headers and Girders(W4): "Per Module" Table"H"-Matewall Headers and Girders(W4): "Per Module" First Floor Reaction Stud Columns 3 First Floor I Reaction Stud Columns 3 No Mem' Species Max.Span (lbsPage# 2x4SPF 2x4 SPF 2x6 SPF S Speaes y Max (lbspan ax Page# 2x45PF 2x4SPF 2x65PF ) No Mem ) Stud az/az a1/az Stud at/az 111/02 1 (1)2x4 SPF#2(s) 762;" 4 2.b , 1 ,1 1_ 1 (1)35" 2.OE,LVL ;;,33"(2`-9") "1179 r i 4.2.b 1 1 1 ` 2 (1)2x6 SPF#2(s) 31"(2'-7') 1116:• 4.2.b-M'-1 - 1 1 2 (1)5.5" 2.OE,LVL '>,. 52"(4'-4") 1853 {,4Zb_ 1 3 (1)2xS SPF #2(s) - 39"(3'-3"} 14'1'4' 4,2,b 1 1 1 3 (1)725" 2.OE,LVL 68"(5`-S"} 2447 4.2,b 2 $ 1 4 (1)2x10 SPF#2(s) 48"(4'-0"} 1726 42,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"(4'0") 2004'. 4.2.b 1 1 1 5 (1)1125" 2.OE,LVL 106"(8'-10") 3791 4.2,b 2 2 2 6 (1)2x4 SPF#1/#2 22"(1'-10")- 792, 42.b „ ;1 Al 1 6 (1)12" 2 OE,LVL •113"(9'-5") 4027 4.2.10 2 2, 2 7 (1)2x6 SPF#1/#2 33"(2;-9'} 1184' 42.6 1 '1= 1 7 (1)14" 2 OE,LVL 130"(10'-101-):- 4649 e 4.2 b s 3 3, T 8 (1)2x8 SPF#1/#2 42"(3'-6") 11500 4,2.b 1' ;1' 1 8 (1)16" 2 OE,LVL 147"(12'-3"}. ;5269 42.6 3 _ "3 2� 9 (1)2x10 SPF#1/#2 51"(4'-3") 1833 4.2.b 1 ' 1 1 9 (1)18" 2 OE,LVL •164"(13'-S"), .5580 4.2.1b 3 3 2 10 (1)2x12 SPF#1/#2 59"(4`-IV) 2129 ;`:- 4.2.b. 1 1 1 10 (1)20" 2 OE,LVL 181"(15'-1") .6488 4.2.b 3 F3 2 it (2)2x4 SPF#2(s) q 30','(2'-6'-) 1078 4.2.b 1 1 1 11 (1)22" 2.OE,LVL ',198"{16'-6")„ "7093 4.2.10 4 %,;-4 a-- 12 „-12 (2)2x6 SPF#2(s) 441,(3;-8"} 1578 '4.2.b.- , 1 1 -( 1 12 (2)3 5" 2.OE,LVL w- 42"(3'-6"j •`':1513 4,2.b� 1 1 1. 13 (2)2x8 SPF#2(s) 56t(4'41) 2002 4.2.b sl 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"(5,41 2444' 4.2.b .2 2". 1 14 (2)7 25" 2 OE,LVL `88"(T-4") 3150 4.2.b 2 2 1 15 (2)2x12 SPF#2(s) 70(6'-7"), 2836. 4-2.b 2 2, 1 15 (2)9.25" 2 OE,LVL112"•,(9'-4"} 4028 4.2.b ,2 2 2 16 (2)2x4 SPF#1/#2 32"(2'-8") 1146,'_' 4.2.b ,"1 .1 1 16 (2)1125" 2 OE,LVL x'137"(1l'-5") ',;4904 - 4.2.b '3', ;z�,.3 2,4, 17 (2)2x6 SPF#1/#2 ' 47"(3'-11'.') -'1677'- 4.2.b�; 1 ^1,„ 1 17 (2)12" 2 OE,LVL V146','(12'-2") f 5237 '' 4.2.b' 3 3 2 18 (2)2x8 SPF#1/#2 59"(4'-11") 2127 4.2.b '- 1 1 1 18 (2)14" 2.OE,LVL ,x170"(14'-2") 6117 '4.2.b 3 3, 2 - 19 (2)2x10 SPF#1/#2 72"(6'-0"} 2600 4.2.b 2 2 1 19 (2)16" 2 OE,LVL 195"(16'-3"); 7004 42.b 4 4 2 20 (2)2x12 SPF#1/#2 84'(7'4!) 3014 4.2.b 2 2.;'. 1 20 (2)1S" 2 OE,LVL "'219"(38'-3") 7889 4.2.b 4 " 4 3 21 (3)2x4 SPF#2(s) ,_ 39"(3'-3") 1416, 42.b n/a n/a„ - 1� 21 (2)20" 2 OE,LVL '244"(2014") < 8777 4.2 b 4 '4 3.'. 22 (3)2x6 SPF#2(s) 58"1(4'-10") 2075 4.2.b^ .ii/a„ •n/a, 1 22 (2)22" 2 OE,LVL g 268"(22'-4") 9672 4.2.6 s,, t S, 3- 23 -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 42:b" "77 n/a 1 24 (3)2x10 SPF#2(s) 90"(714") 3212, 4.2.b nJa n/a 1 24 (3)5 5" 2.OE,LVL ' ,77"(6'-5") 2759 4.2.b n/a n/a 1 25 (3)2x12 SPF#2(s) 104"(8'8") '3732= A2.b n/a n/e,'.; 2 25 (3)725" 2 OE,LVL '102"-(8'-V) ' 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)925" 2.0E,LVL i 130".{10'-10") 4661 ` 4.Z.b iiia iiia 2, 27 (3)2x6 SPF#1/#2 ' '61"(VA") 2205, 4.2.6 '� n/a n/a� *1 27 (3)1125" 2 OE,LVL '158"(13'-2"), '5683 4 2.b 6/W',`n/a 2 ` 28 (3)2x8 SPF#1/#2 78"(6'-6") 2795 4.Z.b n/a n/a 1 28 (3)12" 2 OE,LVL 168"(14'-0") 6067 4,2:b n/a -n/a 2 29 (3)2x10 SPF#1/#2 9b"(T-11") 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: 4.2,b -n/a' n/a', 2 30 (3)16" 2 OE,LVL 225"(18'-9") `8128 4.2.b n/a nJa 3 A=LL=360,TL=240,CD=115 Wall Height=8 ft Table Load=850 PLF31 (3)18" 2.OE,LVL ;253"-{21=1") x9162 „.4.2.b .,,n/a ��n/a 3;` 32 (3)20" 2 OE,LVL '281"(23'-5") 10204 4.2,b n/a n/a 3.` 33 (3)22" 2.OE,LVL 309"(25'4") 11251 4.2.b, n/a n/a 4. A=LL=360,TL=240,CD=115 Wall Height=8 it Table Load=850 PLF 03/07/2016 13.2.3.1.5.13 _ 2nd Fir.Fir/Clg Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(VnsD/VOLT)Exp C,131(VuLT)Exp D Table"J"-Matewall Floor/Ceiling Members(W4): "Per Module" Table"V-Matewall Floor/Ceiling Members(W4): "Per Module" 1st Fir.Clg./2nd Fir.Fir. Reaction Stud Columns' 1st Fir.Clg./2nd Fir.Fir. Reaction Stud Columns a Page# 214 SPF 7X4 SPF 2#1/#2 Page 2x4 SPF 2x45PF 2x6SPF No Mems Species Max Span (lbs) Stud #1/#z #1/#z No Mems Species/ Max.Span (lbs) stud #1/#2 #1/#2 (1)2x10 SPF#2(s) - ;.�: (1)9 25" 2 OE,LVLY 1 over 70",(5`-10"), 2505 .5.2:b✓ `" 2% 2: 1 1 over 126"(10'=6"j;, AS07x 5'2,b, 3 3, 2 (1)2x12 SPF#2(s) (1)1125" 2 OE,LVL ?? (1)2x10 SPF#1/#2 i' (2)9 25" 2 OE,LVLT 2 over 74"(6'-2C} 2661 5.2.b 2 2 1 2 over 16I"(13'-5"} 5793 5,2.b 3 3 '2 (1)2x12 SPF#1/#2 - (2)1125" 2 OE,LVL (2)2x10 SPF#2(s) (3)9 25" 2 OE,LVL Z' 4. ` 3 over z, 99"'(8'-3"} 3555 ,X 5.2.b' 2 2"a ,2 3over 3`ISSE(15`-5"j 6717,> A.2,b 6/a n%a 2 k (2)2x12 SPF#2(s) (3)1125" 2 OE,LVL ' (2)2x10 SPF#1/#2 A=LL=360,TL=240,CD=1 15 Wall Height=8 ft Table Load=850 PLF 4 over 105"(8'-9") 3781 "5.2,b 2 2 „ 2 (2)2x12 SPF#1/#2 _ (3)2x10 SPF#2(s) 5 over '13W(101-101 4686 5.2.6",?% n/a p/a ` .2 - (3)2x12 SPF#2(s) (3)2x10 SPF#1/#2 _- 6 over "138"(W-6") 4989 5.2.b. ' n/4 n1a. (3)2x12 SPF#1/#2 A=LL=360,TL=240,CD=1.15 SWall Height=8 ft Table Load=850 PLF 1st Fir.Fir.Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(VasD/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 Pa e# First Floor Reaction Pa e# (W6-w2) t g No Mems I species' I Max Span I (lbs) No. Mems Spet"es1 Max.Span (lbs) 1 (1)2xS SPF#2(s) 32"(2'-S"}. 1715 4.Z;c 1 (1)2x8 SPF#1/#2 39"(3'-3") 1402 4.I.b 2 (1)2x10 SPF#2(s) 40"':(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"{8'-16"j 2424 y4,2,G 3 (1)2x12 SPF#1/#2 : 5S"(4`-7") 1984 4.1.b 4 (1)2xS SPF#1/#2 ,'34"(2'=10") 1822 _�4.?.c 4 (1)7.25" 2.OE,LVL �15V(V-6"j;' 2344 411b 5 (1)2x10 SPF#1/#2 - 42"(3'-6!:) 2224' - ;4.2.c,. 5 (1)9.25" 2.0E,LVL 82"(6'-10") 2944, Hx 4:1.b 6 1 (1)2x12 SPF#1/#2 ' 49"(4'-1',') 2582 4.2.e�,,; 6 (1)11.25" 2.OE,LVL , 99"(8'-3") -3595 y: 4.1.6 7 (1)7.25" 2.OE,LVL 58"(4'-10'1); 3050 4.2.c;" 7 (1)14" 2.0E,LVL 121:'(10'-1"}, 4337�"'' 4.1 b 8 (1)9.25" 2.OE,LVL 73"(6'-1") 3828 A C" 8 (2)2x8 SPF#1/#2 55"(4'-7") 1982' 4.1.b 9 (1)1125" 2 OE,LVL 87"(T-3")' 4595 4.1c 9 (2)2x10 SPF#1/#2 68"(5'-8") 2425 4.1.b 10 (1)12" 2 OE,LVL 93-':(7'-9") 4878 4.2c 10 (2)2x12 SPF#1/#2 ,, F78",(6`-6") 2813 4.1.b 11 (1)14" 2.0E,LVL 107"(8'it") 5633 4:2.c 11 (2)7.25" 2.OE,LVL ,'88",(7'-4"j 3150 -4.1.b 12 (1)16" 2 OE,LVL 122"(10'-2") =6383 -'4.2.c 12 (2)9.25" 2.OE,LVL 40'28 4.1,b 13 (1)18" 2.OE,LVL 136"(21:-0") y 7121 -4.2.c s 13 (2)11.25'. 2.OE,LVL V137',:(11'-5") 4904 • 4.1.b 14 (1)20" 2.0E,LVL 150"(12'•6")- .,7860 4.2cc, 14 (2)14" 2.OE,LVL i 170"(14'-2") 6117 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"(3`-10") 2426 4.2.c 16 (3)2x10 SPF#1/#2 89"'(T-5"j 3186' 4.1.b 17 (2)2x10 SPF#2(s) S6"(4'-8") 2961 4.2.c 17 (3)2x12 SPF#1/#2 ' ,103"'(8'-7") 3699, 4.1.b 38 (2)2x12 SPF#2(s) 65"(5'-5") 3434 4.2.c 18 (3)7.25" 2.OE,LVL 102".(S'•6"} 3647; z,,;4.1.b 19 (2)2x8 SPF#1/112 '49",(4';1"), 2577 4.2.c 19 (3)9.25" 2.OE,LVL 530';.(10'-10) 4661 41.b 20 (2)2x10 SPF#1/#2 60".(5'-0") ' -3151 42.6 20 (3)1125" 2.OE,LVL ;..158".(13'-2"), 5683-'x., ,- 4.1 b- 21 (2)2x12 SPF#1/#2 _69".(5'-9:'),, '3650 ., '4.2.c 21 (3)14" 2.OE,LVL `;A197',(16'-5"j 7095 4.1.b , 22 (2)7.25" 2.13E,LVL 77;'(6'-5") 4028. "4.2.c: A=LL=360,TL=240,CD=1.0 Table Load=850 PLF 23 (2)9.25" 2 OE,LVL 98"(8'-2") 5144 4.2.c. 24 (2)11.25" 2.13E,LVL 119"(9'41") 6268. 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`cn First Floor Reaction (W6-W4) 26 (2)14" 2 OE,LVL ` 14$"(12>4") 7807 4.2.c- No Mems Species 1 Max.Span (lbs) Page# 27 (2)16" 2.OE,LVL %170','(14-2") 8930 ` •4.2.6' 1 (1)2xS SPF#1/#2 „^57'(4'=9") :961 ti` '4.1.a 28 (2)18" 2 OE,LVL 19T'(15'-11"j, 10063 '4'.2.c 2 (1)2x10 SPF#1/#2 70"(5'-1Q") 1176 r„,�4.1.a 29 (2)20" 2 OE,LVL 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"(19k-3”) 12188 4.2.c 4 (1)725" 2.OE,LVL 90"(7`-6") 1517 4.1.a 31 (3)2x8 SPF#2(s) 60"(5'-0") 3182 4.2.c y 5 (1)925" 2.OE,LVL 115"(9'-7") 1939Al a 32 (3)2x10 SPF#2(s) 74"(6'-2"j 3896; 4.2.c 6 (1)1125" 2.OE,LVL i4&'(11'-8") 2362," '4.1.a 33 (3)2x12 SPF#2(s) 86"(7'-2")• 4516 412.6 7 (1)14" 2.OE,LVL 174"(144')-, 2944-' '4.1 a. 34 (3)2x8 SPF#1/#2 64='(5'=4") `3385 "4.2.c,- 8 (2)2x8 SPF#1/#2 81"(6`-9") 1364 4.1.a 35 (3)2x10 SPF#1/#2 t 78"(6'-6"} 4138 ^4.1c• 9 (2)2x10 SPF#1/#2 98",(8`-2") 1667.,2y'.4.1.a 36 (3)2x12 SPF#1/#2 91".(T-7"): 4804 4.2,c 10 (2)2x12 SPF#1/#2 ? 114"(V-V) 1936`'r 4.1.a 37 (3)7 25" 2 OE,LVL 89"(V-S") 4671 4.2.c 11 (2)7 25" 2 OE,LVL 115"(9'-7") 1945 '" 4.1a, 38 (3)9 25" 2.OE,LVL 113"(9'=5") 5968 4:2.G 12 (2)9.25" 2 OE,LVL y 147"(12'-3") 2489 4,1.a 39 (3)11.25" 2.13E,LVL 238"(11'-6") 7264 4,2.c 13 (2)11.25" 2 OE,LVL „178"•(14'-10°j 3037 4.1.a 40 (3)12" 2.OE,LVL 147,"(12`-3")' ;7754 4.2.c" 14 (2)14" 2.OE,LVL :222"(18'-6") 3795 •,,4.1.a 41 (3)14" 2.OE,LVL 172"(14`-4") 9061, "A2.c" 15 (3)2x8 SPF#1/#2;'106'-'(8'40") 1795 -4.1.a 42 (3)16" 2.OE,LVL 196"(i6'=4")_ '10372. ,>,, 16 16 (3)2x10 SPF#1/#2 ; 129"(10'-9"j 2197,, <41.a 43 (3)18" 2.OE,LVL ,221"(18`-5") 11687, 4,ic,!�. 17 (3)2x12 SPF#1/#2 149'-,'(12'-5") 2552 41.a. 44 (3)20" 2.OE,LVL 24S"(20'-5")� 13007 4,2:c~ 18 (3)7 25" 2 OE,LVL -132"(11'-0") ,2250 4.1,a' 45 (3)22" 2 OE,LVL 270"(22'-6") , 14330 4.2.c 19 (3)9.25" 2 OE,LVL 169"(14'-1") 2884 4A,a A=LL=360,TL=240,CD=1.15 Table Load=1250 PLF 20 (3)11.25" 2 OE,LVL x.205",(iT4") 3525 4.1.a 21 (3)14" 2.OE,LVL t'256".(21'-4") 4414 , 4.1.a A=LL=360,TL=240,CD=1 0 Table Load=400 PLF 03/07/2016 13.2.3.1.5.14 1st Fir.Headers&Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(Vaso/VOLT)Exp C,131(VuLT)Exp D • 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 Reaction Stud Columns' First Floor I Reaction , Stud Columns' Page# 214-IPF 2x45PF 2x65PF Page# 2x45PF 2X4 SPF 2x6 SPF No Mems Species Max Span (lbs) stud a1/a2 a1/a2 No. Mems Spectesl Max Span (lbs) stud a1/a2 a1/a2 1 (1)2x4 SPF#2(s) 27""(V-V) "517 "4.1,a' `�1 ',i i;q 1 (1)3.5" 2.OE,LVL '41",(3 5!') 785 Z'-,,,4.1.a ;3 "P` '1` `1 2 (1)2x6 SPF#2(s) 40"(3'-41 759 4.1.a 1 1 1 2 (1)55" 2.OE,LVL 65"`(5'-5"} 1236 ^4:La 1 1 1 3 (1)2x8 SPF#2(s) 51"(4'-3") 960 41a 1 1 `i 3 (1)7.25" 2 OE,LVL 86"(V-2") 1634 Al.a 1 1 1 4 (1)2x10 SPF#2(s) 62"(5'=2") 1174 4.1.a' �,, 'V1 4 (1)9.25" 2.OE,LVL 110"(9'-2") 2089 4.1.a 1 >, 1 I 5 (1)2x12 SPF#2(s) 72`(fi'-0") 1 1 v 1 5 (1)11.25" 2.OE,LVL ;,134"(11'-2") 2543 4:1.a 2 2 1 6 (1)2x4 SPF#1/#2 ;. .29",{2'-5"} 551 4a.a '71,` 1 1- 6 (1)12" 2.OE,LVL y143"(IV-11") 2715`,. ,4.1.a 2 7 (1)2x6 SPF#1/#2 ;42"{3'd6"), 804 �4.1:a• _;Y" 1 1``; 7 (1)14" 2OE,LVL ;,16&"41'3!-10"} •3162 ;4.1�a ,. 2 2•�`y 1' 8 (1)2x8 SPF#1/#2 . %54",(4':6"). 1020 . 4 Sta 1 ='1: 1<. 8 (1)16" 2.OE,LVL 188"(15':89) 3583% -41.a N .: 2 2`� 2- 9 (1)2x10 SPF#1/#2 66"(5'-6"} 1247, %'q:1,a. 1 >,'iY;> 1 9 (1)18" 2.OE,LVL X210"(1T-6"} 4003, 4.1.a' "2 2 2 10 (1)2x12 SPF#1/#2 7V`(6'-4!') 1446 4.i.a - 1 I :.,.1 30 (i)20" 2 OE,LVL 232"(19'-4"j Q417,, 4.I,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 253"(21'=1"j 4833 4d.a 3,�� .G $ z 12 (2)2x6 SPF#2(s) 56"{4'-8"} 1073' 4.1.a z 1 1 1 12 (2)3 5" 2.OE,LVL 531-,(4'-V) 1005 4.1.a 1 az'1 1 13 (2)2x8 SPF#2(s) 71",(5`-11"):,1358 4a.a;:', ,1 1,; •1, 13 (2)5.5" 2 OE,LVL 83"-{fi'-11") 1586 • -4.1 a 1°�x 1 1 14 (2)2x10 SPF#2(s) 87"(7-3"),<11 1663 4.1.6 14 (2)7.25" 2 OE,LVL s-110"(9'-2"} 2097 ; 4I:a z I'; '1 'I 15 (2)2x12 SPF#2(s) 101"(8'-5") "r" 1929.. A a .1'_ .� 1. ,.1,, 15 (2)9.25" 2 OE,LVL 1:141"(11'-9") J 2682 4:1:a' 2:' 16 (2)2x4 SPF#1/#2 4i':(3'-S!'}-; '778 4.2-a, r::1, 1 " 1 16 (2)11.25" 2 OE,LVL 171"(14'-3")• 3270 Y 4.S:a 2 17 (2)2x6 SPF#1/#2 60"(5',0:') 1140, 4.1.a '1 1, 1 17 (2)12" 2 OE,LVL ! 183"(15'-3"}" 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'-9") 4086 4.1.a 2�✓" 2 2 19 (2)2x10 SPF#1/#2 93"(7'-9") 1768 44.aI I 1 19 (2)16" 2 OE,LVL 244"(20'-4") 4583 r 4,1-a 3 3 '2 20 (2)2x12 SPF#1/#2 ;108"(9'70") 2053 c, 4,1.a I. 1 , 1 20 (2)18" 2 OE,LVL ;274",(22'-10") 5285 4.1.21 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 305"(25'-5'=) 5888E ��"4.1'a 3 `^•�%3n -2 22 (3)2x6 SPF#2(s) `? 74":(6�'-2");: 1410• . ;4,ia ,n/a' n(e;;' i w 2z (2)22" 2 OE,LVL 335"{2T-11') 6494, �4.1:a 'S,`w,T 3, ;F72 . 23 (3)2x8 SPF#2(s) r 94"(T-10'!} 1789 ;41.a nJa _r/.' 1}, 23 (3)3.5" 2 OE,LVL I"" 61"(5'-1") 1159 '4.1.a .n/a. ;'n/a� I 24 (3)2x10 SPF#2(s) 1 115",(9-7"). 2189•, 4.1.a n/a n/a 1 24 (3)5 5" 2 OE,LVL 96"(8'-0") 1831 tia` �,43.a nJas;; n/a• 1 25 (3)2x12 SPF#2(s) 133"(11',-1") 2542 4,1,a h/a n/a 1 25 (3)725" 2 OE,LVL ! 127"(10'-7") 2423 "'"` 4,1.a d/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") 316s,, 4,1.a n/a n/a 1 27 (3)2x6 SPF#1/#2 79"(6!4") 1500 4•3.a. n/a: n/a 1 27 (3)11.25" 2 OE,LVL 197"(16'-5n) 3794 4.1.a n/a n/a 2 28 (3)2x8 SPF#1/$121902'1902` 4.1a 5 n/a� n/a^ I 28 (3)12" 2.OE,LVL 210"(17'-6") 4052" `4.1.a n/a,, riJa� 2%r 29 (3)2x10 SPF#1/#2 !?122"(10;2"),„a 2327 a 4.1:a' ,n/a. = n/&; 1 29 (3)14" 2 0E,LVL ;245"(20'-5")-, 4748 4:1.a, ,n/a ;.n/a.;F 2y 30 (3)2x12 SPF#1/#2 ';141'(31'-9") 2705",y: �4,La "n(a„ n/a ,�f 30 (3)16" 2 OE,LVL ,.280'-'(23'=4"}'r 5450 `'Ala .n/a, x,n/a��A 2 r- 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, p/aT t .2 32 (3)20" 2.OE,LVL t 351"(29'-3") 6869 4,1.a n/a rll 2 33 (3)22" 2.OE,LVL 386"(32'72") 7588 . 4.1.a NO We 3 A=LL=360,TL 240,CD=10 Wall Height=8ft Table Load=450 PLF 2nd Fir.Fir/Clg Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,130/142(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.Clg./2nd Fir.Fir. Stud columns' 1st Fir.Clg./2nd Fir.Fir. Stud columns' Reaction Reaction Page# 2x45PF 2145PF a6/SPF Page 2x4 IP 2x45PF 2x6 SPF No Mems Species Max.Span (lbs) stud a1/az a1/az No Mems Species 1 Max.Span (lbs) stud a1/a2 a1/a2 (1)2x10 SPF#2(s) ..v,a," ^.F^.nf, .. . ..t (1)9 25" 2.OE,LVL x..', o• e,�',�,; .<� a 1 over 89"(7'-5"f 5704 5:1 a:'� Z. 1 s l 1 over 157"(13'=1"} 3003', ' 'S.1.a 2:, 2 6 i, r'g'< _ (1)2x12 SPF#2(s) (1)11.25" 2.OE,LVL (1)2x10 SPF#1/#2 .. (2)9.25" 2 OE,LVL ., 2 over 9S"(7'-1i") 1814 5,1,4 1 1 1 2 over 200'5(16:8"} 3869 5.1.0 2 2 2 (1)2x12 SPF#1/#2 x." (2)1125" 2 OE,LVL h (2)2x10 SPF#2(s) `" (3)9 25" 2 OE,LVL r 3 over 126"(10'-6") 2429 ;; „S.S:a y. -2. 2 :JY,- 3 over "230",(19'-2") 4508 5,l a. 6/a -•-n/a 2_ (2)2x12 SPF#2(s) ',�; = (3)1125" 2.OE,LVL (2)2x10 SPF#1/#2 ._ ;�;'; A=LL=360,TL=240,CD=10 Wall Height=8 ft Table Load=450 PLF 4 over 134"111'-21, 2588 5.1,a,''s 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")-,' 3429; 5A.a. `n/a (3)2x12 SPF#1/#2 ' A=LL=360,TL=240,CD=1.0 Wall Height=8ft Table Load=450 PLF 03/07/2016 13.2.3.1.5.15 Section #2 Snow Loading & Drifting Section Contents Pages 2.1 Truss Reaction Comparison 2.1.a Truss Reaction Comparison 2.1.1 thru 13 2.2 Truss Loads-PLF Truss Loading Converted to PLF 2.2.1 thru 13 2.3 Snow Loads Balanced&Unbalanced Snow Loads 2.3.a Eave Overhang Snow Loads 2.3.b ASCE 7-02,7-05&7-10 Load Comparison 2.3.c 2.3.1 ASCE 7-02 Sample Calculations 2.3.1.1 thru-8 2.3.2 ASCE 7-05&7-10 Sample Calculations 2.3.2.1 thru 16 2.4 Snow Drift 2.4.a PLF Loading on Supporting Members 2.4.b thru f 2.4.1 Truss Usage to Support Drift Loads 2.4.1.1 thru 36 2.4.2 Snow Drift for 4'Vertical Offset 2.4.2.1 thru 57 2.4.3 Snow Drift for 20'Vertical Offset 2.4.3.1 thru 57 4P a 07 l Pg. 2.a 03/07/2016 Snow Drift Loading Summary Charts: lu=40 ft. Roof Offset(h)= 4 ft (max) lu= 40 ft Upper Roof Length Truss Balanced Drift Total Snow Drift Matewall Loads(plf)per House Width° Usage Pg(psf) Snow(psf) Surcharge(psf) Load(psf) Length(w) TL&LL 20 ft 24 ft 26 ft 28 ft 31 ft Page# 35 27 42.9 69.9 111 in TL= 485 582 630 679 751 2.4.1.14 LL= 400 480 520 560 620 50 38.5 43.6 82.1 102 in TL= 546 655 710 764 846 2.4.1.15 LL= 461 553 599 645 714 60 46.2 41.1 87.3 91 in TL= 572 685 743 801 886 2.4.1.16 LL= 487 584 633 682 755 90 69.3 33.6 102.9 63 in TL= 650 780 845 910 1007 2.4.1.17 LL= 565 678 734 791 875 Roof Offset(h)= 4 ft (max) lu= 40 ft Upper Roof Length Truss Balanced Drift Total Snow Drift Sidewall Loads(plf)per House Widths Usage Pg(psf) Snow(psf) Surcharge(psf) Load(psf) Length(w) TL&LL 20 ft 24 ft 26 ft 28 ft 31 ft Page# 35 27 42.9 69.9 111 in TL= 592 689 737 786 858 2.4.1.14 LL= 493 573 613 653 713 50 38.5 43.6 821 102 in TL= 669 778 833 887 969 2.4.1.15 LL= 570 662 708 754 823 60 46.2 41.1 87.3 91 in TL= 702 816 873 931 1016 2.4.1.16 LL= 603 700 749 798 871 90 69.3 33.6 102.9 63 in TL= 801 931 996 1061 1158 2.4.1.17 LL= 702 815 871 928 1012 Roof Offset(h)= 20 ft (max)' lu= 40 ft Upper Roof Length Truss Balanced Drift Total Snow Drift Matewall Loads(plf)per House Width' Usage Pg(Psf) Snow(psf) Surcharge(psf) Load(psf) Length(w) TL&LL 20 ft 24 ft 26 ft 28 ft 31 ft Page# 35 27 42.9 69.9 111 in TL= 485 582 630 F-679-1 751 2.4.1.14 LL= 400 480 520 560 620 50 38.5 53.2 91.7 125 in TL= 594 713 772 831 920 2.4.1.18 LL= 509 611 662 712 789 60 46.2 60.1 106.3 133 in TL= 667 800 867 934 1034 2.4.1.19 LL= 582 698 756 815 902 90 69.3 81 150.3 152 in TL= 887 1064 1153 1242 1375 2.4.1.20 LL= 802 962 1042 1123 1243 Roof Offset(h)= 20 ft (max)' lu= 40 ft Upper Roof Length Truss Balanced Drift Total Snow Drift Sidewall Loads(plf)per House Widths Usage Pg(psf) Snow(psf) Surcharge(psf) Load(psf) Length(w) TL&LL 20 ft 24 ft 26 ft 28 ft 31 ft Page# 35 27 42.9 69.9 111 in TL= 592 689 737 P96--1 858 2.4.1.14 LL= 493 573 613 653 713 50 38.5 53.2 91.7 125 in TL= 730 849 908 967 1056 2.4.1.18 LL= 631 733 784 834 911 60 46.2 60.1 106.3 133 in TL= 822 955 1022 1089 1189 2.4.1.19 LL= 723 840 898 956 1043 90 69.3 81 150.3 152 in TL= 1101 1278 1367 1456 1589 2.4.1.20 LL= 1002 1162 1242 1322 1443 1) Loads above based on 5/12 pitch,worst case condition. 2) 16'.'Eave OH loads added to the Sidewall plf loads above. DL=10 psf,LL=Total Snow Load. 3) 20'Max Roof Offset(h)Chart to be referenced for Roof Offsets between 4'and 20'in height. 4) Matewall plf loads shown are"per module". 5)Single-Wide houses-use sidewall chart at twice actual module width. 6)See section 2.4 for sample calculations. Calculations not shown may be provided upon request. 2.4.d 03/07/2016 W3, YJ MIAMI ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact Search Results V, `i4"o-, Query Date:Wed Apr 11 2018 Latitude:41.1572 Longitude:-72.2469 klidd etoWri, Ik:'A' ASCE 7-10 Windspeeds ;N `H f Pw a,& (3-sec peak gust in mph*): Oridjepoft. Risk Category 1: 125 Risk Category 11: 136 Risk Category III-IV: 146 MRI**10-Year:80 MRI**25-Year:90 Blind MRI**50-Year:99 MRI**100-Year: 110 ASCE 7-05 Windspeed: 120(3-sec peak gust in mph) ASCE 7-93 Windspeed: 86(fastest mile in mph) :Miles per hour 'Mean Recurrence Interval Users should consult with local building officials to determine rf there are community-sperific wind speed requirements that govern Print your results WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report. Sponsored by the ATC Endowment Fund-Applied Technology Council-201 Redwood Shores Parkway,Suite 240-Redwood City,California 94065-(650)595-1542 CI " r Y � r. �,�,. cry ': •q. Sx} z - � ,,; ^s� � � ��y.y • � `".fir,,"� i m '71 \ r _ %930 Plum Icc and "n et s � F n. "a. ^ Xh �y oogle Earth 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 October 20, 2017 Mr. Richard Bird Director of Engineering Muncy Homes, Inc. 1567 PA Route 442 East PO Box 325 Muncy, PA 17756 RE: SYSTEM APPROVAL MODIFICATION NUMBER: M1387-2017-123 Dear Mr. Bird; In reference to your application for system modification received September 21, 2017; to construct Factory Manufactured Detached One-and-Two-Family Dwellings and Multiple Single-Family Dwel I!ngs(Town houses)System of Models designated M1387-2017-123 is hereby approved to allow construction in compliance with the NYS 2017 Uniform Code Supplement and the 2015 IRC. This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until October 20, 2019 unless sooner revoked, and is subject to renewal at that time. 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 2015 IRC Section R301.2(2) Basic Wind Speed: 115 mph to<140 mph Vult Wind speed >140 mph will require engineered design. Individual projects located in regions having a basic wind speed of 140 miles per hour or greater will require an individual model be submitted to the Division for review and approval. Exposure Category: Exp C (standard) Exp D (optional) . 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 a monthly report summarizing (listing) all permit sets with information about'project location, 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 system set of plans and specifications approved and on file with the Department of State, which were approved on October 20, 2017 under Systems number M1387-2017-123." IdEWYORK Department STATE Of OPPORTUNITY. of State Page 1 of 3 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 2015 IRC and the NYS 2017 UCS. 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 2015 IRC and the NYS 2017 UCS and the design methodology associated with the ASCE 7-2010 design standard. Individual permit plan sets shall provide the following information: Cover Sheet which provides information on: • The 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 2015 International Residential Code and the 2016 Energy Conservation Construction Code Supplement of New'York State. • The Occupancy Classification and Type of Construction. • Applicable general notes • Index of drawings • Manufacturer's title block • Verify the intended foundation type and 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 2015 IRC 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 location and spacing, specialty anchor locations and types • Stairwell location and framing enclosure if required to complete the conditioned space enclosure First and Second Floor Plans showing: • Location of the"insignia of approval" • Square footage area of rooms • Amounts of required/provided light and ventilation and egress window locations • Location and amounts of wall bracing based on Table R602.10.1 and length requirements based on Table R602.10.5, including the requirements specified in Section R602.11 for Seismic Design Categories"D0, D1 &D2" • 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 types, sizes and "R"values • Field completed insulation assemblies • Building integration details (module connections) • Location of required fire blocking • Roof truss bracing and structural connections (uplift, lateral, etc.) • Applicable project specific notes Page 2 of 3 r ' Building Elevations showing: • Floor to floor wall heights • Finished grade line and distance to 1St finished floor to show need for compliance with R313.5 for automatic sprinkler system • Building mean roof height(MRH) • Siding materials • Window types, ventilation and egress area, U values • Statement concerning code required field completed items (stairs, landings, handrails, lighting, etc.) • 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 miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • Lighting and outlet locations • Applicable project specific notes Mechanical/Plumbing Plans showing: •, Drain, waste and venting layout including all pipe sizes • Potable water supply piping • HVAC equipment and duct sizing information • Heat loss calculations upon request Miscellaneous Plans and Details showing: • Non-typical details and design calculations for(prow roof, dormer framing, cantilever beams,wind columns, thrust beams, etc.) • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions • Summary of references to system for selection of structural members • REScheck energy compliance reports • 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 New York State 2017 Uniform Code (2015-IRC & NYS-2017-UCS). A copy of this letter shall accompany all plans and specifications submitted as part of a permit application. 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 at: httD://www.dos.ny.gov/DCEA/pdf/InsigniaofADi)rovalOrderFormDOS 1962.pdf. Please Note: Use the System Approval Number(at the top of this letter)when ordering Insignia. Sincerely, Ala John R. Addario, Acting Director Division of Code Enforcement and Administration Enclosures: Five (5) revised sheets containing NYS stamp of approval cc: Richard Wenner, PFS Corporation, 2877 Skatetown Road, Bloomsburg, PA 17815 (via e-mail) Page 3 of 3 REScheck Software Version 4.6.4 Compliance Certificate 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 OF INEF Project #32472_000 Oob_S/N) �r Energy Code: 2015 IECC Location: Suffolk County, New York s;p s r UJ Construction Type: Single-family " C Project Type: New Construction �'� •������ �� Conditioned Floor Area: 2,090 ft2 Glazing Area 10% Climate Zone: 4 (5999 HDD) Permit Date: 04/19/18 Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Customer: Sands Builder:Turn Key Modular John Koehler 930 Plum Island Lane Muncy Homes, Inc. Orient, NY 11957 1567 Rt442E NY Muncy, PA 17756 Compliance: 2.8%Better Than Code Maximum UA: 353 Your UA: 343 Maximum SHGC: 0.40 Your SHGC: 0.25 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,045 44.0 0.0 0.027 28 Wall 1: Wood Frame, 16" o.c.' 2,456 21.0 0.0 0.057 118 Window: 1-30 x 37 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 8 0.290 2 SHGC: 0.25 Window: 5-30 x 49 SL:Vinyl/Fiberglass Frame, Double'Pane with Low-E 51 0.290 15 SHGC: 0.25 Window:2-22 x 59 SL: Vinyl/Fiberglass Frame, Double Pane with Low-E 18 0.290 5 SHGC: 0.25 Window: 12-38 x 59 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 187 0.290 54 SHGC: 0.25 Door: 1-50 x 80 1 Sidelite: Solid 30 0.270 8 Door: 1-32 x 80 Blank: Solid 19 0.200 4 Door: 1-R0= 117x79.5: Solid 65 0.570 37 Wall 2:Wood Frame, 16" o.c. 280 13.0 0.0 0.082 21 Comment: bsmt walls Door: 1-30 x 80 Blank: Solid 18 0.200 4 Comment: bsmt level stair area Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 990 19.0 0.0 0.047 47 Project Title: #32472_000 (job_S/N) Report date: 04/19/18 Data filename: O:\Premier Data\REScheck 32000\32472.rck Page 1 of10 ` Compliance Statement: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. John A Koehler ,•DigitallysignedbyJohnAKoehler John Koehler, Engineering „"'Date:2018.04.1906:16:03-04'00' Name-Title Signature Date 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. 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 anyway 05 NE 04/19/18 Project Title: #32472_000 (job_S/N) Report date: 04/19/18 Data filename: O:\Premier Data\REScheck 32000\32472.rck Page 2 of10 REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 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 Verifled # pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & RegJD 103.1, ;Construction drawings and € =:' ❑Complies 103.2 !documentation demonstrate i . ., e ❑Does Not [PR111 ;energy code compliance for the "•- + :` ;building envelope.Thermal ❑Not Observable !envelope represented on - '& a s a° ❑Not Applicable construction documents. 1 6" 103.1, ;Construction drawings and ❑Complies 103.2, !documentation demonstrate ❑Does Not ; 403.7 !energy code compliance for [PR311 ;lighting and mechanical systems. e e, 'o; ❑Not Observable !Systems serving multiple I% ❑Not Applicable dwelling units must demonstrate compliance with the IECC ° •& , Commercial Provisions. 302.1, -J Heating and cooling equipment is; Heating: Heating: :❑Complies 403.7 sized per ACCA Manual S based Btu/hr ! Btu/hr ;❑Does Not [Pfi2J2 !on loads calculated per ACCA ; Coolin I Cooling: I 8 Manual J or other methods Btu/hr g ! Btu/hr ❑Not Observable j ':approved by the code official. I :❑Not Applicable i Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: #32472_000 (job_S/N) Report date: 04/19/18 Data filename: O:\Premier Data\REScheck 32000\32472.rck Page 3 of10 Section fix# Foundation Inspection Complies? Comments/Assumptions " & Req.ID' g 303.2.1. 'A protective covering is installed to ;❑Complies WO1.63.; protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below ' grade. i❑Not Observable i❑Not Applicable 403.9Snow-and ice-melting system controls;❑Complies [FO1212 installed. ;❑Does Not ;❑Not Observable; !,[]Not Applicable i Additional Comments/Assumptions: 1 High Impact(Tier 1) 2;" Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: #32472_000 (job_S/N) Report date: 04/19/18 Data filename: O:\Premier Data\REScheck 32000\32472.rck Page 4 of 10 Section plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req' .ID' 402.1.1, Door U-factor. ; U- i U- ;,[]Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not table for values. [FR1]1 ❑Not Observable I ;❑Not Applicable : 402.1.1, ;Glazing LI-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, !average). ;❑Does Not :table for values. 402.3.3, ;❑Not Observable 402.3.6, ; :❑Not APP•licable 402.5 I � , � [FR2]1 303.1.3 ;U-factors of fenestration products _P '❑Complies [FR4]1 !are determined in accordance ❑Does Not !with the NFRC test procedure or ;taken from the default table. ❑Not Observable —]Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier w I❑Complies ; [FR23]1 !installed per manufacturer's 1❑Does Not instructions. € !❑Not Observable : :. j 1❑Not Applicable ; 402.4.3 ;Fenestration that is not site built ° j❑Complies ; [FR20]1 hs listed and labeled as meeting ❑Does Not !AAMA/WDMA/CSA 101/I.S.2/A440 ° or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code - ❑Not Applicable limits. ; 402.4.5 SIC-rated recessed lighting fixtures ❑Complies ; [FR16]2 !sealed at housing/interior finish ❑Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable ; 403.2.1 ;Supply and return ducts in attics " ❑Complies ; [FR12]1 !insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ : s ❑Not Observable R-6 where < 3 inches.Supply and !return ducts in other portions of ❑Not Applicable ; :the building insulated >= R-6 for :diameter>= 3 inches and R-4.2 ; !for< 3 inches in diameter. ' 403.3.3:5 i Building cavities are not used as - ❑Complies ; [FR15]3 I ducts or plenums. ; ❑Does Not ❑Not Observable ! [ ;❑Not Applicable 403.4 i HVAC piping conveying fluids R- R- ;❑Complies ; [FR17]2 ?above 105 °F or chilled fluids ! : :❑Does Not I below 55 °F are insulated to>_R- ! ) 3 ;❑Not Observable ; :❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ; ° - ❑Complies ; [FR24]1 !piping. ❑Does Not : 1 a ❑Not Observable ° ❑Not Applicable 403.5.3 'Hot water pipes are insulated to R- ; R- :[]Complies ; [FR18]2 >_R-3. : ;❑Does Not ; 1 ! :❑Not Observable ❑Not Applicable 403.6 (Automatic or gravity dampers are " ' ❑Complies ; [FR19]2' i installed on all outdoor air m° ❑Does Not intakes and exhausts. = ❑Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: #32472_000 (job_S/N) Report date: 04/19/18 Data filename: O:\Premier Data\REScheck 32000\32472.rck Page 5 of10 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: #32472_000 (job_S/N) Report date: 04/19/18 Data filename: O:\Premier Data\REScheck 32000\32472.rck Page 6 of10 Settion Plans ilerified Field Verified # Insulation Inspection Complies? .Comments/Assumptions &"Req.ID Value _ ;°Value• 303.1 All installed insulation is labeled ' �'" � , � °�`�, , t ❑Complies ; [IN13] i or the installed R-values a " ' ❑Does Not provided. �. ❑Not Observable `a ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- ; R- _ ❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ;❑ Steel ❑ Steel t } s ;[]Not Observable ; ' ;❑Not Applicable 303.2, ;Floor insulation installed per "ElComplies ; 402.2.7 !manufacturer's instructions and w, Not [IN2]1 :in substantial contact with the = Y underside of the subfloor, or floor ❑Not Observable ; framing cavity insulation is in M _ []Not Applicable contact with the top side of sheathing, or continuous ; insulation is installed on the 0 f =d underside of floor framing and ° ,extends from the bottom to the top 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, 1 mass wall with at least lh of the E] Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass UNot Observable [IN3]1 :exterior, the exterior insulation E] Steel ❑ Steel ❑Not Applicable licable i requirement applies (FR10). I ; , 303.2 (Wall insulation is installed per JE]Complies ; [IN4]1 !manufacturer's instructions. = ❑Does Not c .. ❑Not Observable ;a . �• []Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2; Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: #32472_000 Oob_S/N) Report date: 04/19/18 Data filename: O:\Premier Data\REScheck 32000\32472.rck Page 7 of 10 Section, Plans Verified" Fifield Verified, M- :# Final inspection ProvisionsValueValue Complies? Comments/Assumptions & Req.la - 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies I See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, ; ;❑ Steel ❑ Steel 402.2.6 ;❑Not Observable ; ; [Fill' { ; ; ;❑Not Applicable ; 303.1.1.1,;Ceiling insulation installed per # l❑Complies A^° ` 303.2 manufacturer's instructions. 4❑Does Not [F12]1 ;Blown insulation marked every 300 ftp. iw °❑Not Observable ; =❑Not Applicable 1 d's 402.2.3 ,Vented attics with air permeable _ • - Wa }❑Complies , [F122]2 insulation include baffle adjacent i❑Does Not to soffit and eave vents that ;extends over insulation. ;❑Not Observable i❑Not Applicable 402.2.4 ;Attic access hatch and door , R- R- ;❑Complies ; [FI3]1 insulation >_R-value of the f !❑Does Not adjacent assembly. [-]Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies ; [FI17]1 ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. '❑Not Observable :❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 cfm/100 ; cfm/100 ;❑Complies ; [FI4]1 1 cfm/100 ft2 across the system or ft2 i ft2 T❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable !tests, verification may need to ; ❑Not Applicable ; ;occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ; (FI27]1 !determine air leakage with ft2 ft2 ;❑Does Not !either: Rough-in test:Total ;leakage measured with a :❑Not Observable !pressure differential of 0.1 inch ; :❑Not Applicable ; w.g, across the system including ; ;the manufacturer's air handler enclosure if installed at time of F !test. Postconstruction test:Total leakage measured with a ;pressure differential of 0.1 inch w.g. across the entire system "including the manufacturer's air ! ; handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies ; [F124]1 by manufacturer at<=2%of y "_° IElDoes Not ; ;design air flow. ❑Not Observable r 4 _ ❑Nat Applicable 403.1.1. ;Programmable thermostats , ❑Complies [Fi92 installed for control of primary '❑Does Not !heating and cooling systems and -- ; j ° ;❑Not Observable initially set by manufacturer to i °°;>° , code specifications. !❑Not Applicable ; 403.1.2 1 Heat pump thermostat installed : :❑Complies [F110]2 ion heat pumps. i ❑Does Not ! .J❑Not Observable ❑Not Applicable 403.5.1I Circulating service hot water =❑Complies ; M1112 ;systems have automatic or •^ ~- 1❑Does Not . .. 3accessible manual controls. ! _ JE]Not Observable , a ❑Not Applicable ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact (Tier 3) Project Title: #32472_000 (job_S/N) Report date: 04/19/18 Data filename: O:\Premier Data\REScheck 32000\32472.rck Page 8 of10 Section -Plans Verified Fiend Verified ` # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.1D 403.6.1 lAII mechanical ventilation system Y> ❑Complies ; [F125]? `Ifans not part of tested and listed ❑Does Not }HVAC equipment meet efficacy !and air flow limits. ❑Not Observable , j ❑Not Applicable ; 403.2 Hot water boilers supplying heat {, ' f❑Complies ; [FI26]2 ;through one-or two-pipe heating l ,` ; ❑Does Not systems have outdoor setback ' control to lower boiler water s. ❑Not Observable temperature based on outdoor a�° , - ❑Not Applicable 3 temperature. 403.5.1.1 1 Heated water circulation systems a " - I❑Cpmplies ; [F128]2 1 have a circulation pump.The ;. °`` ❑Does Not I ;system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; pipe. Gravity and thermos- °' `' ❑Not Applicable ; ?syphon circulation systems are `• ' "a t, . ,not present. Controls for circulating hot water system ; pumps start the pump with signal ;for hot water demand within the t ; !occupancy. Controls k• '& automatically turn off the pump 1 when water is in circulation loop is at set-point temperature and R� no demand for hot water exists. 403.5.1.2 Electric heat trace systems X. a ❑Complies ; [17129]? comply with IEEE 515.1 or UL p ❑Does Not 1515. Controls automatically . ,a adjust the energy input to the ; ":" - '❑Not Observable ; ,!heat tracing to maintain the `s ;AE]Not Applicable ; ;desired water temperature in the piping. 403.5.2 !Water distribution systems that :; ❑Complies ; [F130]2" i have recirculation pumps that ❑Does Not pump water from a heated water ' !supply pipe back to the heated " ❑Not Observable iwater source through a cold 6 1❑Not Applicable water supply I pipe e have a ,demand recirculation water ;system. Pumps have controls ;that manage operation of the 3 i pump and limit the temperature of the water entering the cold a: € ;water piping to 1049F. ;a ; 403.5.4 Drain water heat recovery units '' <❑Complies ; [1713 1]2 Itested in accordance with its 1❑Does Not B55.1. Potable water-side ( pressure loss of drain water heat 1❑Not Observable recovery units < 3 psi for a k. ° ;❑Not Applicable individual units connected to one a , or two showers. Potable water- ;side pressure loss of drain water =; I heat recovery units < 2 psi for € individual units connected to Ithree or more showers. 404.1 ;75%of lamps in permanent ❑Complies ; [F16]1 fixtures or 75%of permanent '❑Does Not 1 ;fixtures have high efficacy lamps. Does not apply to low-voltage x '; ❑Not Observable ; I lighting. I❑Not Applicable ; 404.1.1, ;,Fuel gas lighting systems have ❑Complies [17123]3 ;no continuous pilot light. (❑Does Not ❑Not Observable ; �:❑Not Applicable 1 lHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: #32472_000 (job_S/N) Report date: 04/19/18 Data filename: O:\Premier Data\REScheck 32000\32472.rck Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions value Value Complies? Comments/Assumptions & Req.lri 401.3 Compliance certificate posted. ❑Complies [P]712 ' t Does Not j❑Not Observable []Not Applicable ; 303.3 !Manufacturer manuals for '❑Complies [PIJS]3 `mechanical and water heating f ❑Does Not ;systems have been provided. ( ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: #32472_000 (job_S/N) Report date: 04/19/18 Data filename: O:\Premier Data\REScheck 32000\32472.rck Page 10 of10 0 2015 IECC Energy �(lEfficiency Certificate Rlli Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 44.00 Ductwork (unconditioned spaces): Window 0.29 0.25 Door 0.57 C100119 &QV EM dencv Heating System: Cooling System: Water Heater: Name: Date: Comments YSG7.ILoeafm d-{Z 8ag'Lsva'X .1�Y'ac8a P'A:17TSG, Muncy Homes 4► Superior Builders i Premier Sunders DATE: 04/05/18 JOB#: 32472 BUILDER: Turn Key The following information is being provided by the modular manufacturer to aid the Builder in completing the NYDOS required Truss/Pre-Engineered LumberITimber 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) Q 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) 0 Truss Type Construction (TT) 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) Job Truss Truss Type °ti Pty SMP 212 78663 IHM585825 HINGE MONO 1 1,1 Flat-26`28'-60190 Un'rversalForestP ducts Inc.,Grand Rapids,MI 49525;%*6f`alten 7.610o4ag292016MaTokIndustries,Inc,N,o1Jun2209.07:292015` Gbpyfight 2U1S'Universal For`,esfPeoducts,Inc.All Rights Reserved 2c45-10 -Alt. DeWil10" SMH16K 4 8 04-12 to 32-0 1 1� '18 `gA� REAC710�N 4 Max Hort 6=457(LC'13),8�499(LC 9) 10.1.10 111ox UpLA7=480(1.0 9),8=403(LC 8) 1-34 Opt (til MazGrav7-681(tC,U).8=1224(LC 13) CI 7,00 Fi2 D-1�0-1t2.�'O((pt. _jd nl-t o�H {1 'SMHISD,- 03=0OpL x 2 � 3x6� i Q�y Bi 4 j 3.5 c5 Ii 8 '14' 15 7 2x5'II 5x7')I 0-112 2.4-14 11.2,10 0 8 - - -13-10-12 Plate Offsets 1:0,4.12 Ed 1:0 25 0 1 -0 2.055 0 015 4.0-0-0 01 0 [7,0-3-12.0-0-131, 8.0.3 2 0-0A ,SPACING-.244 SPACING:1.4-0 SPACING-1 ,-0 CSI. DEFL, In .{roc), I/dell Lid PLATES GRIP LOADING(psl) LOADING(psf) LOADING(psf) plate O p DOL 1.15 TO 0,38 Varl(LL) ,0.21 '7-8 >752 240 MT20 197N44 TCLL,t 46.2 TCLL, 89.3 TCLL 92.4 Lumber DOL 1.15 BC' 0.41 Vert(CT) -0.39 -7.8• ?411 180 MT18HS 1971144 (Ground Snoor-60.0) (Ground Simf-0.0) (Groulid,Snwr'120.0) Rep Svess Inef Y.ES, WB 0.48 Horz{CT) 0.00 T rile' rite TCDL - 7.0 TCDL 10 5 TCDL 14.0 Code I8C20f2/IBC20i5/ (Maldx)' Welgfit 77 b ;BCCL 0.0 ' BCLL 0.01- BCLL 0=0 TP12014 FT,=0°/s BCDL 10.0 BCDL 15.0 BCDL 200 LUMBER- BRACING TOP CHORD 2x8 SPF No:2-Except- TOP CHORD,, 'Structural wood shealhklg directly applied or 6,40 oo puns,.except end verticals.(P) T2;2x8 SPF 210OF 1,8E;T3:,2x4 SPF No:2 BOT CHORD' Rigid coiing dkoc applied or 10-0-0 oc brieng. ' BOT CHORD'2x8 SP OSS WEBS i Row at midpt 4-9 e # WEBS 2 TSPf Stud'ExcepC W3,,240 SP OSS '(} REACTIONS, (blsi;e) 1=90010 3al-(mIr1.,0-1 8);-7=79N0-3 0a�� Mail Hom 1=499(CC 9),6==158(LC 13) ' Mak Ltpliftt=-325(LC9),;7--572(L0bi Max Gray 1=973(LC,l31.7=984(LC'f3) FORCES.,(b)-Yaximuai`CompissioNMadmumTension, GIVIL ► -!OP•CHORD •1-2=68G15,23=938/187;3 10=8§4188,4-10 550195,45 377181,.58=-1B919U„7-s-740!490 0, 7&}=a} t eQLCHOKO 1-13=3241452.1314=3241452,id-i5 3241452,'615=324/452;811=•297f424;11-i2=-2971424,7 12=-297!-024 y} + l WEBS 2.8=882!842,4-9=818!573 10 REQUIRED FIELD JOINT CONNECTIONS' -Ma*num Compression(Ibj Maximum Tension(b)/Maxmum Sbaar(b)l Maximum Moment#b inj 5=245187/9910,9=6(6/573/424/0 SYjstbl, t +"` NOTES- / C/ "i)Dado:03.14 length x 0,442 deep dado,0.1-8 and 04"to•eit edge from Joint 1 on the bottom rata, 2)Wind-ASCE 7-tO;NuA=isSmph,(3-salon 9UM)Vasd=i23mph b24m o .c.;TCDL=2,ipsf;BCDL=3,QpsY(Ag.186mph @18in a.o.;TCDL=3Apsf; BCDL=4.5ps0;(All.IBOmph @12#1 o.c,;TCDL=_4.2psf:BC6L=6.0pst);h=30ff;Cat,(l;Eirp C;encW6d,MWFRS,(envilope)9abki end zone and C-C Extedor(2)zdne;,canbdaver left exposed;C-C for members and forces 8 MWFRS forteacgons,shaw Lumber DOL=1.60 plate,grip DQL=1.60 E-signed by Kevin Freeman 3),TCLL:ASCE t-10;Pg=60.0 ps1(ground snow);Ps 46.2 psf(roof snow);Categ6rill Exp C;Paitia_lly Exp.;Ct=1.1 4)Roof dasigh snow bad has been reduced to account for slope. �1liliilUtl�jp .5)Unbatanoed snow bads hava.baen considered forth/,design„ IS)All plates are MT20 plates unlass othervisa tndcaled, 7)Sea HINGE PLATE DETAILS for plate placement. �!' Vf•FRF':C �� 11)Provisions must be made to prevent latera(Rlovemenl of hklged member(s)during transportation. `a+�Q`.'y`t� ��,%It 9)A0 additional member connections shall be provided by others for forces as Indicated. ��yoJ` 7'y�0" 10y Trus Wss has been ilesigiied tore 10.0 psf bottom chard live load'ttencoricurrkWthany o0retive loads. R 11)-Thls buss has been designed for a live road of 20 Opsf on the bottom chord in all areas where a rectangle 38-0 611 bj2-0.0 Wde.wia fit,between the bottom chord'and ariy other members,With SCOL=;10.0psf. 12)Provide mechanical cennection,(by others)of,(iuss to bearing plata capable of i%iWtiihd;ng 325 lb uplift at Joint 1 and'572 b uplift at JoTnt 7. 13)This truss is"designed in a¢cordance,With the 2015 lotematlonat Budding Ledo sectliuri 2306,1 and referenced standard'ANSlliPI t. 14)Take precaution to keep the chords in piano;any bending or(uniting,/the tinge plate must bo repaired before the kuildiiig is Out Into ser`vic'e, •. �+ 15)The field-installed members are an Tntograi part of the tars,design.Retain a design professional to specify"'field connections and temporary supports, NAL A0 felddnstalled members must be properly fastened prof le applying any loading to tfie truss:This design antiap'ates the final set position. �J+r►nnutull�t 16 This truss li,doisfg6ed inaccordahco,wlih the 2012 IBC Sec:2MAand isforenexid standard ANSfYTPI i Wferorrtaz 17)Based ori HM585822 q eva" ra'neco'0 y"'droa m pwasa�o 18 IBC 201212015 o s.aarnaat3s x�5ia°rt"�'d The professional a6gineering seal indfcates,that a licensed professional has reviewed the design ynderthe standards referencedwithln ttds document, few-n6123 201 Wa•ianonale nothocessany the crirehtstate buiidfnd'ccde.The.engmeenng'seal is nofan approval to use in`a specificstate.The final dete'rnlnatlon on,*hether 6123!2015 a truss design is'acceptable under the Wcallf adopted building code rest with the building olfidal ar designated apposltee: A WARNING -Verify dei0ga.parameters andREAD NOTES Universal Forest Products,tnc, 2801 EAST RAPIDS. M RQ,NE Truss shannotbecut or modifiedwilhoui approval of theinrst do sign ongfnear. PHONE(616)3648161 FAX(616}385-0050. 6f2AN0 RAPIDS,M149525 This eoanponent has ony been designed fo`r rhe loads noted do this drawing.ConstmWon andJ,ftng tones haae not been considered,,The buXoris responsible for fd ng melhgasand system design.Bm7dertesponsbiildes are defined under Wit.This design is based only upon parameters shown,•and is for anindWAuatbuilding compo nenttobeinsta9edanddeadadvanWgy.App aM61yofdesfgoparametersand praperincorporaUoodfcomponentisieipoiibeTtyofb0dorng desngner-not try5s designer.Sradrig,Flown ti for lateral support of fndivtduatveb member{ony,Add l oaal temporary bracing to insure siebay duffing,construction Is the responsbiGtp of the arector Adddional pemunent braurig of ihe:overaHstruciureis there'sponsibftrty eflha building des)gnor,Forgandral guidance regarding tabncalion,rtuo'KIrentfot,storage,defrrery,erection and bracing,c6nsu}t BCS1446 from the'Wood Truss Councif of America and Truss Plate Institute Recomrianda6on available from WTCA.8300 Enterprise LN,Madison,YYI53719 J.tsuppoftWitok$uppitemptateawfp,tpe 03/07/2016 1.2.9.1 N, -UNIVERSAL=FOREST PRODUCTS; INC. Job Tiuss. CU$tomcr '-'` NFO 78663, HM585625 SMp 212 The professional*lneerIng sealIndicates that a licensed professional has reviewed the desfgn.under the standards referenced within this document;not necessarily the current state building code.The,engineering seal IV not an approval to use a design Ina specific-slate.The final determination on whether a truss des7gn is acceptable under the locally-adopted building code`restwith the building official of designated appointee. �tYlxttlltl�ttlFjtl. . , - - ' �.,r�' ��•./n.� ��'j�, �:21'6p- �l�°t� �;�- mss: ,�P'°.�,�r+1: �I��fi-a�. s+* <y ItEVN�I"W m * "ytSr i t• lr. xw... � '••' r rr C" (�"L,Z'�".j !r�'+Pi`\\ •f� `��)A� ir•i ./y�� M- I I TEREo P, WOOL KEVIN .; t# 'MAN Corporaf e,Fs't��inecxi ng 2301 East'Iielliine,NE Gnatui:Rapids, W49525=9736(,6,16)-104-61'.6[ PAN"(616)'W-0060 03/07/2016 �ifpi;ctiift 1.2.9.2 Job Tniis TntssTypa, Qty lPhl JSMP' 212 78663 HW09608 HINGE MONO 1 1 FLAT 24'-35/50 univemal ForestP�qdusts Inc.,4d R ranapids;M149526,"Patten 7.610AJan29 2016 Wfok industries,lqo,Mon Jun2207:55.07 2016 Page t of,2 Copyright 0,201 s Universal Forest Products;Inc.All Rights.Reserved 1 3-0 1-2.8 110,1.6 oA \1� Ali.Glover Deta11 SWISS 6- ; t 6. 10 At " 14. , 04W1203=2.0 `r 0 �9� REACTIONS'. ,p-1-10 Max Hort 7=108{LC 9);i0=452(LC 9) 'r2' f i Max.UPM8=4l5{LC 9),10=-tw(LC a) 1.3"4 Opt, MaxGraV6=374(LC 13),10--818(1•C 13) 1 Cuut-0111,{ 7.00 12 C . 0.10.12 Opt F N9 11-11 Opt SMH18A- 03 O 3x8\\d CP}rofl 3 f t o? 2 t+ ,13 12 d c 1 'AS_ lt B1 4x4,i 1.1 109 6 Boltom diard beadng 4xT 11;5x9"fl 2x5 fl 3x7 fl 5x5= orhartgerrequtrerl •o:•t.s t}10.12�2.S` i 5 l a , 541.0 o f6 12.8-12 Plate Offsets ,Y 15.0-M.04-01, 6Odd0.2-12 9.020018 t0'0�800� 111:0380-05 'APACING42-" SPACING.:M= w SOAMNG-r1-0-0 C51. DEFL to (bc) Ydefi Ud PLATES GRIP LOADING(psf) LOADkIG"(pal) LOADING'(p'sq Plate Gdp DOL 1.15, TC 0.46 Yert{Ly ;8,07 9'. >999 240 M720 187(144, TCLL 28.9 TCLL „40:4` TCLL •9 Lumber.DOL '1,15 'BC 0.19 Ved(CT) -0.15 9, >967 180 MT{BHS. 19711-04 (Ground Snow•-35.0) (Ground Snayi,-52.5) (Ground Snow=70.0) Rep Stress Irw YES WB OA2 Norz(C n •0,01 8 nxa Na TCDL 7.0 TCOL 10.51 TCDL '14,0 Code JOC20124SC20151 (Matrbil Wetght 620 BCLL '0,0" BCLL 0,0'• 'BCLL 0,0' TP12014 FT-OA, �BCDL i0.0 SCOL 1S,0 BOOL 20,0 ,LUMBER- BRACING- TOPCHORO`2x6SPFNO21EXiept TOPCHORD 'Structural wood sheatlwtgd`aecttyappkedor,6,0.0'acpwMs,excepteddver6cats'.(P,) T3:2x4 SPF No 2. BOTCHORD Rigid ceiling drec0y appled or Ia4U oc hradtrg, BOT'CHORD 2iSSP.F,210OFI:8E WEBS 1•Row atmtdpt 3$ st+e.+4rrie.tp WEBS 2iCd SPFStW•E)cept• z = ) 51 1N3:,2.3`SPFNo2,W6 2XBLSLTrussGrade.Wi-2)6SPFStud REACTIONS. (Ititsize) 1=55816.3.8•(mv1.0.1`e);tl 48010 i e (min.0-1-8).7=-O/Mechatiical MaxHorc1=452{LC9),7-108(LC9), �) li{"�1({1 V15 f"r M6(UPFft1=-285(LC9).8=-06(LC'9) i �_: rt'1 > Max Gray 1-592(LC-11),.8=552(LC 13) FORCES."(Ib)-MaximumCompresstonNlaxdmum Tensiont ry TOP CHORD 12=4039x187;23=3211230„3 4=,441118.4-14=31AR4;514=22!/31,5 -1931183,8 7==118(90,8.12=3681431 BOTCHORD 1-15 683(/17.1518=8t13ff17,11-16 G83%717,"11-1?=6834117,10 17=-0831717,910 b801717,8 9=58tN717 �j �j �y - " `-f�() -fes WEBS 3=10 0((35.3 13=586(495.8 l3 5871495,b 12=395(464.2-!1=3011158,9.13=-1J15 'rJ" 315('; jMQUtRE4FtELDJ4k1TC6MNECTi0NS �MaxFmumCompressbn,(ib)fMaxrmrimTanslon{�tj/Msr6atumShear(bJ/MaxmuniMorti6nt{prtn) 6=154fe7r64/0•.12-395x464(17t)!p , • ���4">""' NOTES. 1)Dado;_03-!4 fength x0-0.12 deep dada,0-Nd•8 to left edge from joint 1 on lite boltom'faoe, Z)Watd:ASCE•7-10;.Vuh=155mph(3aecgndgust}Vasd=123mph'Q24l o.o,;;TCOL:2Jpsf BCDL-3.Opsf;(AA.180mph@16ino,c;TCOL=3.ips,F, �-stgrted5yKevltiFfeeman BCOL`="4.SpsQ;(AN.180mph•@12th ole-,TCDL=4.2p5f.•BCGI 8Ops();h 30fk CaL,ll;Exp'C;enc(dsed;M4YFRS(eitvetope)gabie and zatta and C C £xterfor{2}zone;cantiteverleft"eirpasea;C-Cformem'"irod farces&MWFfiSforieacbohi;S A;lumber DOL-1.60 plate grip DOL 1.6D' ')TCLL-ASCE 7:10.P9=35.0 psf(ground snvw);Ps=28.9 psf(roofsnow};Category It: Exp C Potbelly Exp.;Ct=1,1 ,apaM� O �rrrq,�4 4)Rodtdestgnsnow.iaadhas been reducedtoaccountforslope, cru•''w.,�1�''••"r 'a 5)Unbalanced"snow bads have been considered for this:design. ,6),A1lplate switMT20platesunless whenNseIndicated, a"�Q.'J�� �l,''.•! . 7)SeoHINGE PLATE,DETAiLSfoiplsteplacement •y'.y� y�fl% -8)Provisions must be made to p(ieventliteral movement of hinged memb'ef(s)duitrigUansporlation. - 9)All additional membereonned Ions shag be provkled by others for.forces asIndiated• SM e' 10)This truss hae been desigr{ed forst'WO pst bottom chord Eve load nonronWnent Wth spy nlherlive loads. 'it)`This tiuss has been designed fora bye bad d 20,0ji4oit the liotlom'cfiord in all areas wttere a ractangle'.3-0 O.tati by24W Wilde wJi rd between the bottom ¢9 S•• ;.4J� chord and any other members, 12)Provide mechanical connection(by others)of truss to beanng plate at Ioint(s)8. '•• 13)Provide atechanfcal wnnecilon{by olhera}of6irss'to bearing plato capable of vnthsiandmg,205,ga upt4t at joint 1`and SOG gr upidt atjeLlt,B, i NAt.`E 14)Thts truss Is designed in accordance tiv'Ah the 2015 tntema6onal Binding Coda section 2306,1 ar4d raferertcedslutidardANSN1P11: rx+ftuuUtttivs '15)Take pracautbn to keep the chords In pane,any bending or twisting`of the hFtigs plate must be r9paaed before the building Is put into service. Ito" unalcs2voor6 I` omudia.t !6)itte field-Installed members are an tnlegral part of the Wis design:Retavt a design professional to spt•a 061 field connettieons'and temporary supports: e16e�"" t l en of P ABfield•iristagad members mustbe ropertyfastened prfortd.a brma,andoutreraeaArtcen}edppoesfxnfl! ppyingan laaditgtoihettuss:Ttitsdosignantidpatesthafaialsetposilion. or+sn�er�+am•ewtrs'de�esx.aMansa,a, lltttae Ha 2.`1571,DO+ainn Dare:.i6Z02at e The pmfesslonal engheer'irg,seat hidicates that a licensed professtonal has revieiwed the dt3stgn underthe standards referenced within this'document, 612312015` root necessanly,the current state buiildvy code,the engirieerirtg seal is not an approval to use'in6 specific state The final determiniiUori on vrhelhei a trussdesign ITacceplab)a under the locally adapted buiidstg codti restwfth the bjakltng official cidesignated appointee: ® WARNING -Verify_deslgnparameersandREAD.NOTES. UrtiversalForest Products,(rtc. 28bl,5A$T8ELTLINERD,NE' Tiugsata®sortaeritortnadJiedvtawbtappmValriiW6 rafflO e(tgn ^PHONE(616)-I646161FAX(6t(l)36540W GRAND RAPIDS,M149525, This eompgnenthas only been deli fined totthe:tOads Haled on Uili drawing,Consiuctfan and 6rMng forctii have not been 6nsfdeni4.The bugderis reiponsl)a `forNtlnginethodsandayslemdasign.Bur�leriesponu'bt36@s aro define'duoderTPtl.This deV nli,basedonyuponparamstersshown,andIsfor• anindrrtdvalbkJot,gcomponenttobeHrstaiiedandloadedverGuby.Appttatx6tyofdesignparainbiorsandpropertnwrporanonofcarnpone-itI'sraspons2ii6tyo/bv3dmg designer-oottruss destg.jer.l3tae7rigshohnlsforl�t�rolsapporE4t(ndMdua[uebrrierr�aisVnLi.Addiliobattemporary,bradngtcinSurestabbtydurvigconsLructian is the respensibifdy of the erector.kd onal permanent bradng of the overaWructure is the respansib Glyof the buddutg Cosigner,Fol general9uidirice raganfng fabricaWr "qualit iahuo'1.siorage,'QeEiery•;erectonindbrac;ng,canonsSCSI11-06from1too,WoodTrussCounatotAmencaandTrussPlatolnsth4I6RecorrvnendaWnavailable from WTCA,6300 Enterprise LN;Madmen,WI SMS J:lsupparNNte1 Supptternplaresq rp tpe, 03/07/2016 1.2.4.1 a Job Truss TNsriypa Qty py SMP e�1Z 78663 IHM309666 1HINGEMONO 1 1 FLAT-24"-35150 Universal Forestvi ducts(nc.,Qrapd Rap1ds,,Ml'49525,Alike Patten 7 cte a Jan 29 2015 MTak industries,(nor.Mon Jun 22 07;55 07 2015 PagoI of 2 Copyright2015 Universal Forest Products,Inc.Ali Rights Reserved 17)This'don is designed In accordance with the 2012160 Seo 230&.1 and referenced standerd ANSUTPI 1 18)BaseH143 Q7 19)IBC 2012f 6 C2015 The protessionatenginaering seal indicates that a licensed professlonelhas reviewed the de"sign under the standards refe7ea6edwithin this document, notnecessanlyThe current state h6kGn9,code;The:erigtneeringseat 1s'notanapprovaltouseIna sp e'c�p slate,Theluratdeterm§tationonwhether. a bus's design 6-acceptable under tha localy adopted building code rest with the bwIdhfg official or designated appoeitee, ,A WARNING -Verify,design parameters and READ NOTES. UriversaiFcr®Bt-Product%Inc. 2601 EASTBELfLINE RD,NE Truss shag not be'cutorinod6advbthout'a_ PHONE(616)364.6161FAX(616)-69-0060 PRANDOAPli1S;MI49525 pprovalaf lhb,TrussEesign engaear, This oomponer l has oay been deaipneA for the bads noted oa this diawing,Con3tnrc6o and piing Tories have not been considered,Thebrfiider is mponsbia for lifting methods and systemdasigq.BuilderresponsibilGesaredefinedunderTPll.Thisdesign13basedonyuponparamolens°shown,andW(pi an tndnnduai tiutfdag component to be installed and`loaded verticagy,App�wb*of dasfgn parameters and proper to ArparaUon of component is{espongibi6ty of buVoo design[-not buss designer:Bracing showri fa for lateral support of Individaalweti inem6r8 eny.Additpnal tbmporeryGracing(o lnsOra s6144 during coitstnrction Is the respontibiftWho ereUor,Additionalpam+ananibraangoftdeoveragsWeturefathe responsibility ofthebu ingdesigner.Forgenerolguidanceregardutg fabdwHan;quagty con'Vat slor'age,rile/vary ereii On and bracing,coni6j(BCSIRI.06 from the Mod Truss Council4Amerka and Truss pWte institute Reconvnandation avaiWble rnoMVVTCA,6300 Enterprise lid,Madison,W153719 J.lsupportt%tokSuppllempiateswfp tpe 03/07/2016 1.2.4.2 UNIVERSAL FOREST PRODUCTS,INC. Jab Tnm cotor1w MFG 78863 HM3996QS SMP 212 Theprofessional engineering seal indicates tdat,a ilcensed professional has'revleKieil the design under the standards,referenced withla ibis document,not necessarUy the current stale building:code.The engineering seal is not an approval to use a design la aNecific state.The Mal determination on whethera truss design is acceptable under the localty adopted building code rest With the bullding official or designated appointee. ��.��!d�F,coN�y •��,,a y�. Fw p Nay; . kP V COO MA Nil flt dl$TEAk11 0 KEVI1V` MAN: .M"8 Y LV Corporate Fngineeting 2801 East Beltl ne;NE GrOf d Rapids,M149525=9736(6'16)364-6161 Fax.(616)3'65=06.60 03/07/2016 lifpi.coni 1.2.4.3 Electrical Load Calculation: MUNCY HOMIES, INC. Ref. NEC 2005/2008/2014,Article 220 Chapter 4, Optional Feeder and Service Load Calculations ��P& V71211 *6712115*K" Modular Only Date: '64/11% 8 Performed By:,John Koehler Mfg: Muncy Homes Inc Model:.Job#32472 Tutor Key/;Sands_ Air Conditioning 0� Central Electric Space Heating (f _ 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 g4 ft. of Elec Heat at 250 watts per ft= 0 total watts * 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 ( ;919_6 sf* x 3)x 2 7176 15 14-2 120 Small Appliances ( 3 x 1500 ) 4500 20 12-2 - 120 Range 0 0 0 0 Dishwasher 1000 15 14-2 120 Garbage Disposal 1000 15 14-2 120 Microwave ..1464 15 14-2 120, Washer °1500 20 12-2 120 Dryer 5600 30 10-3 240 Furnace na ; 0 0 Water Heater(shipped loose) 4500 25 10-2 240 Whirlpool 4 0 0 Subtotal: 26736 *Total square footage per floor First 10 INV of other loads @ 100% = 10,000 watts a R tl_L/ c> Remainder of other loads @ 40% ( 16736 x.40) = 6,694 watts Heat Above: R jwatts Cr- z P Total Calculated Load: - 16,694 watts 'je '5 Required Service Size: 16694 =240 = 69.6 Amps S K Installed Panel Size = 200 Amps 0119/18 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. Window Schedule MUNCY HOMES, INC. Andersen Silver Line Series (Single Hung) Ident. No. U Val Light Vent Type Max Fir Egress Material SHGC Area SF Cir SF 2259 0.29 5.93 2.81 SH 70.25 -- Vinyl 0.25 3037 0.29 5.33 2.43 SH 60.75 -- Vinyl 0.25 3049 0.29 7.37 3.44 SH 86 -- Vinyl 0.25 3859 0.29 12.05 5.71 SH 142.75 5.7 Vinyl 0.25 Door Schedule Ident. No. Size U Val S.F. Material Finish Type Glazing 30INS 30"x80" 0.2 -- Steel PTD Blank 32FD 32"x80" 0.20 -- Steel PTD Blank Class"C" (1 Hour) 36SL1 36"x80" 0.27 2.37 Steel PTD 2 Lite w/1 Sidelite gafl6.�3f'�.zs"y� y4 04/19/18 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 Whole House Ventilation Supply Air Worksheet: 2-Story Job#: 32472 Construction: 'Se rnii-,tighf Date: 4/11/2018 1st Story Area: 1045 sq ft #of Stories: 2,-," 1st Story Cig Height: 9 ft #of Bedrooms: 3 2nd Story Area: 1045,sq ft #of Fireplaces: 0 2nd Story Cig Height '8 ft, CFp�v Total Building Area: 2090 sq ft Building Volume: 17765 culft Air Change/Hour(ACH)Value:1", 0; 4&" i (ACH x Volume) 60 minutes=CFM Provided: 83 cfm Additional CFM provided from Fireplaces: x-'d cfm' A� Total CFM Provided: 83.cfm CFM Required per 2012/2015 IRC-Table M1507.3.3(1) 66 1 Fit Supply OK or NG: OK! 04/19/18 Whole house ventilation exhaust is provided by a continuous run bath fan. See electrical plan for the identified fixture locations and size: Manual JTable SA - Infiltration Air Change Values for Three or Four Exposures Defidit Air ChingdVa!qes f6r Two%pryJ;p9i#ruOtIo'n Conshtiaction Air jr Chaqqs per,Hour—Heating Infiltration I Floor Aria,oif HeatedSpac6tSqk) Cfin'foi One, Fireplace -900 Or Wie 901 to 1500 150116 2000 2001 to.,3000' $001 or More, Tight, 610 OAS 015 `0.1*3" 0- ,5ernl--hoht' 6.53 0'.39 '0.34 0.28 0.25 13 Average 0.79. 0.58 P50 6.41 ,0.37' 20 7,-I Serfil-Loose, 1,21. 0,96 6J17 0:s3 '0.56 27 Loose' 1.67 1;22 1.04 015 .0.75 33 i For oneaddltlonaftrepfac'ci;add Y dfm to the above fireplace values.Foi two 6etiio'ria a&fknal fireplace's,-add 16efrh(to(ii),lo the k6ve- 2012/2015 IRC-Table M1507.3.3(1) TABLE M11507.1V y `CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS DWELLING UNIT ----- NUMBER OF BEDROOMS FLOOR AREA 0-1` .4-5 6=7 >7 (sjUare iiptf Airflow In'CFM '<1,500 30, 45 60 75 90 1,501—3,000' 45, 60 75 90 105 3,001-4,500 �60 75., 00 105 120 4,501-6,000 15 90 105 120 -135 6,001-7,560 90L 105 J20 135 150 ">7,500 105 120 135 150 165 For St:I square foot=0.0429 mF,I cdbic.footperrrtlnute="O 0004719 m3/s_ 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 JOB PRE-32472 SHEET NO. 1 OF 44 David E. Billingsley, PE CALCULATED BY DB DATE 4/9/2018 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: I 136mph Exp C or less Building Description: Residential `Iwo Story Modular Wood Frame Construction ; Codes: NYS Uniform Code 2015 NDS ASCE 7-10 04/19/18 Building Importance Category: II i Seismic Criteria Seismic Design Category(SDC) �B Short period design spectral response acceleration (SDS) f 0.32 w. I Seismic Importance Factor 1.00 Ultimate Wind Speed _ Vult= 136.0 mph Exposure= C r t r Load Case Factor Snow Load Ground Snow Load= 35 i psf Snow Importance Factor 100 JOB PRE-32472 SHEET NO 2 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Design Criteria Cont. I L. 1 ' 'J al; Floor Diaphragm Aspect Ratio 1. Length of side (1-1)(house width) Length of side (1-2)(house length) = 50 ft. 04/19/18 L2 & L, 11.8 Aj < 3 :1 }OK; Max Mean Roof Height Exposed Foundation Height= 2 ft. Roof Framing Span (Horizontal Projection) = 13.75 'ft. Roof Framing Spacing = 16--,in. D.C. Roof Overhang Length = i 1 ft. Roof Slope= 7':121 Roof Diaphragm Aspect Ratio Length of side (1-1)(width) = 27.5 ft. Length of side (1-2)(length) = 50 ft. Roof/Ceiling Assembly Dead Load = i 15 psf Roof Framing Type= Truss !Truss,ID# HM585825 & HM309608 ,Max Uplift at Marriage Wall= 572 lbs per truss Max uplift at Sidewall 325 lbs per truss JOB PRE-32472 SHEET NO 3 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Design Criteria Cont. 1st Story Loadbearing Wall Height= 9 2nd Story Loadbearing Wall Height= 8 ft Wall Stud Specifications= 2x6 SPF#3 Wall Stud Spacing = 16 in. o.c. Shearwall Segment Aspect Ratio 1 st Story Shearwall Height= 9 !ft. 2nd Story Shearwall Height= t 81 ft. r OSB- PLY GYP 1st Story Minimum Shearwall Length = H/3.5 = 12.57 ft. H/ 1.5 = 6.00 ;ft. 2nd Story Minimum Shearwall Length = H/3.5 = 2.29 ft. H/ 1.5 = 5.33' ft. 1 st Story Wall Length Available for Full Height Sheathing Bline T 18.75 ft. Lline A 23.50 i ft. Bline 2, 11.10 ft. Lline B 19.50 ft. 1st Story Maximum Unrestrained Opening Height Hline_1,• 66 in. Hline A 84 in. Hline 2 66 in. Hline B 84 in. 2nd Story Wall Length Available for Full Height Sheathing Bline_f 27.50 ft. Lline A 23.67 1 ft. Bline_2: 19.50 ft. Lline_B 24.75 ft. 2nd Story Maximum_Unrestrained Opening Height Hline_1, 0 in. Hline A 66 in. �� §Lt , Hline_2 66 in. Hline_13 66 in. a ` 0,65 2 04/19/18 _ JOB PRE-32472 SHEET NO 4 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Uplift Connections Building Width = 27.5 ft. Roof Framing Spacing = ry 16 in. o.c. Roof/Ceiling Assembly Dead Load = 15 psf Roof Span = b=13.75 ,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 10__ psf] + 60 plf} x 0.6 77 ' ;plf " , 3 Sec Gust Wind Speed = -S36`µ3 mph P,4 04/19/18 Vertical Design Wind Pressures See pages 13A thru 13C for pressure calcs. Windward Uplift Pressure= '21.45 psf Leeward Uplift Pressure= 21.45 psf Overhang Wind Uplift Pressure= 32.8 psf F.. Roof to 2nd Story Wall Connection Load = 244 : plf 2nd Story Wall to 1 st Story Wall Connection Load = 244 plf - 77 plf= 167 plf 1st Story Wall to Foundation Connection Load = 167 plf - 77;j plf= 89 'plf JOB PRE-32472 SHEET NO 5 OF 44 CALCULATED BY DB DATE 4/9/2018 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: Simpson Strong-Tie MTS18 Fastener: .(6)0.148inx1.5in nails each end Allowable Load = 737 3 Ib Req'd Uplift Req'd Provided Load Spacing Spacing µ. 244 plf ;36 <in. x"fi 16 i in. tt. t aq . V ` 04/19/18 JOB PRE-32472 SHEET NO 6 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Uplift Connections (cont'd) 2nd Story Wall Stud to 2nd Story Floor Band Connection -line_A& line_B Connector:17/16',',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 ` _.._.�244- plf 8 y-<in o.c. 6 in o.c. line_B ; -244 plf 8 in o.c. 6 in D.C. 2nd Story Wall Stud to 2nd Story Floor Band Connection -line-1& line-2 � . 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_1 151 ,h Of 6 in o.c. 6 in o.c. line-2 278 'plf 6 in o.c. 6 in o.c. 2nd Story Floor Band to 1 st Story Ceding Band Connection - line—A& line_B Connector:17/16"OSB/PLY overlap 12 rows of 0.113"x2.0" Nails Allowable Load = 166 Ib Req'd Uplift Req'd Provided N/~"� Load Spacing Spacing z •i=r line A 167Y E plf 12 ,in o.c. 6 in o.c. line_B 167 €plf ! ' 1,23• in o.c. 6 ,jn o.c. :2ntl StoF oor Band to 1st Story Ceiling Band Connection - line_2 rt F) ,. i BConnector:;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 04/19/18 line-2 278 Of 6 in o.c. `6 in o.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 t Allowable Load= 166 Ib Req'd Uplift Req'd Provided Load Spacing Spacing lineA 167 plf ; -12 `in o.c. 6 in o.c. line_B r 167 Of 12 ' in o.c. 6 in o.c. 1st Story Ceiling Band to 1st Story Wall Stud Connection -line_1& line 2 Connector 7/16"OSB/PLY.ovedap _... 2 rows of 0.113"x2.0"Nails Allowable Load= 166 Ib Req'd Uplift Req'd Provided Load Spacing Spacing line_1 0 plf 6 in o.c. 6 in o.c. line 2 .278 Of o. _6 'in o.c. " 8, 5,.,in o.c. JOB PRE-32472 SHEET NO. 6A OF 44 CALCULATED BY DB DATE 4/9/2018 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: 10.113in x 2in nails Must Use Nails in Higher than Seismic Zone C Lateral Value= 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 "399 plf 5 fin. o.c. line_B 456 ;plf ` 4 in. D.C. line_1 ,88 ,i pIf 6 An. D.C. line_2 0 plf 6 in. o.c. kP 04/19/18 JOB PRE-32472 SHEET NO 7 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Uplift Connections (cont'd) Design 1 st Story Module to Sill Plate Connection Assume Typical 1st Story Module to Sill Plate Connection made with Connector: 7/16"OSB/PLY overlap sill plate 1.5" Fastener: ;0.113in x 2in nails Must Use Nails in Higher than Seismic Zone C Lateral Value= 83 =lbs 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 391 plf M 3 :in. o.c. line_B 456 ;plf E 3 2 in. o.c. line-1 > '$8 ;Of 6 in. o.c. line-2 0 plf 3 in. o.c. Al t.i a� 04/19/18 JOB PRE-32472 SHEET NO. 8 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Single Shear Staple Capacity w/min. 1" penetration "Other Dowel-Type Fasteners" 3 ' D = 0.063 z in Diameter is = i 0.438 in Side member thickness Fyb = 1 E+05 psi Dowel bending yield strength tm = 1 in Main member penetration Rd = 2.2 Reduction Term-See Table 11.3.1 B Ss = ? SPF Side member species Re = 1 4= Fem/Fes Ms = SPF Main member species Rt = 2,286 1= 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 Fee, = 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 lbs IM Zlm = D x Im x Fem X CD = -153.5_`}Ib Rd � _ � - Is Zls= D x Is x Fes x CD - 67.2 `Ib Rd ._ ., QC- INE II ZII= k, x D X Is X Fes X CD Ib ' .> g{ Rd F5 114. - 8 tce III Z = k xDxl xF C = X4.2 m Illm 2 m em X p 5 Ib ti (1+2Re)x Rd Ills Zllls= k3 x D x Is x Fem X CD - .28.8 i Ib 04/19/18 (2+Re)x Rd IV Zlv= D x 2 x Fem x Fyb (112) _ % 1.8.1 Ib Rd 3 x(1 + Re) Minimum Shear, Zmin = 19.1 Ib Notes: Kt = [Re+ (2Rez x(1+Rt+Rtz))+ (Rtz X Re3)1(t/z)-[Re x(1+Rt)) _ 0.8 (1+Re) Kz = -1 + (2 X(1+R.)) + 2F b X(1+2Re)X Dz (1/2) 317em x 1 .� .�... ..__.. K3 = -1 + (2 x(1±Re)) + 2F b X(2+Re)X Dz (1/2) Re 3Fem X Is2 M,..u_. .__....d,...., JOB PRE-32472 SHEET NO 8A OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Sincile Shear Staple Capacity w/Metal Side Member w/min. 1" penetration "Other Dowel-Type Fasteners" D = 0.063 a in Diameter is = 0.036 in Side member thickness Fyb = 1 E+05,psi 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 = 0054 i= Fem/Fes Ms = SPF Main member species Rt = 27.78 ;= Im/IsSO = 16 Staple Gage Im = I 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 = 3 61850;psi side member dowel bearing strength Staple Capacity: Table 11.3.1A Yield Limit Equations: Zstaple=2 Legs x Zmin Mode Shear Zstaple= w52.5 'lbs Im Zlm = D x Im x Fem x CD = 153.5 Ib Rd Is Zis= D x Is x Fes x CD = 102._ Ib 05 Rd II Zit= k, x D x Is X Fes XCD = Ib . 62.8._., III Z111m— k2 x D x Im x Fem X CD — 66.7 Ib e ills Ziiis= k3 x D x Is X Fem X CD = M 31 8 Ib 04/19/18 (2+Re)x Rd IV Ziv= D2 x 2 x Fem x Fyb wz> _ ; 26.3 Ib Rd 3 x(1 + Re) Minimum Shear, Zmin = _ 26.3 Ib Notes: K, = [Re+ (2Re2 X(1+Rt+Rt2)) + (Rt2 X Re3)Iw2>-[Re x(1+Rt)] = 0.6 K2 = -1 + (2 X(1+Re)) + 2F b X(1+2Re)x D2 (U2) _ '0.5 . 3Fem x Im2 _.s....�.�,..�, .. K3 = -1 + (2 x(1+Re)) + 2F b x(2+Re)x D2 (1/2) _ . 11.8 "A Re 3Fem X Ise JOB PRE-32472 SHEET NO 9 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE 16GA Strap Capacity Thickness of Strap= 0.0598'in Strength of Steel = 36 ksi Strength Reduction Factor= 0.6 Width of Steel Strap = 1.5 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= Capacity of Strap =i 1768 Ib 0.131"x2.5" Nail Capacity Shear Z=; 83 Ib NDS Table 11 P Load Duration Factor= 1.6 `for wind Adjusted Fastener Capacity= 132.8 Ib Required Quantity of Fasteners to achieve max capacity of strap = QTY= ' 14 nails each end of each strap e 04/19/18 JOB PRE-32472 SHEET NO. 9A OF 44 CALCULATED BY DB DATE 4/9/2018 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 E 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= Capacity of Strap Ib _w 0.131"x2.5" Nail Capacity Shear Z=' 81 -,lb NDS Table 11 P Load Duration Factor= ' 1.6 ;for wind Adjusted Fastener Capacity= 129.6.1 Ib Required Quantity of Fasteners to achieve max capacity of strap= QTY= 7 'nails each end of each strap i.ti..Q ae.p-�Mq pP 04/19/18 JOB PRE-32472 SHEET NO 10 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Uplift Connections (cont'd) o '' Marriage Wall Loads Truss ID# ; "HM585825 Max Uplift at Marriage Wall = 572 lbs Unit Uplift Load = ' 286 plf = ." 04/19/18 Roof to 2nd Story Wall Connection Load = r 286 plf S ..k i 2nd Story Wall to 1 st Story Wall Connection Load = 286 ^plf ' - 59 plf= 227u..;plf Wall to Girder Connection Load = ,227. ;plf 59 i plf= 168.^ 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 _ {[(13.75 ft / 2) x 10_ psf] + ! 30 j plf} x 0.6 = 59 . pif mm JOB PRE-32472 SHEET NO 11 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Uplift Connections(cont'd) Marriage Wall Connection Design Roof Truss to 2nd Story Wall Stud Connection Connector: �Simpson,Strong-Tie LSTA12 rt Fastener: (10)0.148"x2.5"nails (5 each end of strap) Allowable Load = 795 €Ib Req'd Uplift Req'd Provided Load Spacing Spacing 286 pif 33 in. �32 in. 04/19/18 I - 3 JOB PRE-32472 SHEET NO 11A OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Uplift Connections (cont'd) Marriage Wall Connection Design 9��i w ,4�,, �✓4 AS;y v;v 04/19/18 L.. ...» 2nd Story Wall Stud to 2nd Story Floor Band Connection Connector: Simpson Strong-Tie LSTA12 Fastener: i(10) 0.148inx2,5in nails (5 each end of strap) Allowable Load = 795 Ib Req'd Uplift Req'd Provided _Load Spacing Spacing ,- 227 Of 42 .in. 32 J in. 2nd Story Floor Band to_1st Story Ceiling Band Connection_ (_One Side Only) Connector: Simpson Strong-Tie LSTA15 Fastener: 1(12)0.148inx2,5in nails (6 each end of strap) Allowable Load = 950 Ib Req'd Uplift Req'd Provided Load Spacing Spacing 454 plf 25 m :in. 16 i in. JOB PRE-32472 SHEET NO. 1 1 B OF 44 CALCULATED BY DB DATE 4/9/2018 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 _^F _ r Fastener: (10) 0.148inx2.5in nails (5 each end of strap) Allowable Load = 795 Ib Req'd Uplift Req'd Provided Load Spacing Spacing . 227 plf J, 42 ;in. 3241- in. 'T 04/19/18 1st Story Wall Stud to Floor Girder Connection Connector Simpson Strong-Tie LSTA12 Fastener: ;(10)0.148"x2,5"nails' (5 each end of strap) Allowable Load = 795 Ib for SPF Req'd Uplift Req'd Provided Load Spacing Spacing i, 227 plf 42, .in. 32 1 in. Floor Girder to Foundation Connection Req'd Uplift Load ' 168 plf per box JOB PRE-32472 SHEET NO 12 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Uplift Connections (cont'd) Check Tensile Strength of Studs to Transfer Uplift Loads 2X6 _ SPF#3 Nominal Tensile Stress Ft= 250 psi ANSI/AF&PA NDS Table 4A Load Duration Factor CD= 1.6 ANSI/AF&PA NDS Table 2.3.2 Size Factor CF= 1.3 ANSI/AF&PA NDS Table 4A a Allowable Tensile Stress Ft = Ft CD CF=£ 520 psi ANSI/AF&PA NDS Table 4.3.1 Net Area of Stud A= 8.25° <in Allowable Tensile Load Pt = Ft'A= 4290 W Ib ^>. 325'> Ib OKi , INA 04/19/18 JOB PRE-32472 SHEET NO 12A OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Sliding Connections Capacities ()IF NIP, . � Design 1st Story Module to Sill Plate Connection Assume Typical Connection made with 0.131"x 3"toenails. -_a£ Specific Gravity of Member G = 0.42. 3°w Thickness of Member is = 1.50 in. 04/19/18 Nominal Lateral Capacity of Nails in Single Shear 11 Z= ? Y82 Ib ANSI /AF&PA NDS Table 11 N Load Duration Factor CD= 1.6 ANSI /AF&PA NDS Table 2.3.2 Toe-Nail Factor Cts = 0.83 ANSI /AF&PA NDS 11.5.4 Allowable Lateral Capacity of Nails in Single Shear Z' = Z CD Cts = 109 lb ANSI /AF&PA NDS Table 10.3.1 0.131"x 3"toenails. 2"o c. nails = 109 1 l x 12 in/ft/ 2 in o.c = ' 653, Of 3"o.c. nails = 109' ilb x 12 in/ft/ 3 in o.c = .435 plf 4" o.c. nails = 109 11b x 12 in/ft/ 4 in o.c = 326 Of 5" o.c. nails = 109 £Ib x 12 in/ft/ 5 in o.c = 261 plf 6" o.c. nails = 109 I lb x 12 in/ft/ 6 in o c = `217 A plf 0.131"x 3" Nails Z' = ZCD = 131 lb - 2 rows of 0.131"x3" nails at 4"o.c. = 131 Ib x 12 in/ft/ 4 in o.c x 2 = 787 plf F 2 rows of 0.131"x3" nails at 5"o.c. = 131 Ib x 12 in/ft/ 5 in o.c x 2 = 629 plf 2 rows of 0.131"x3" nails at 6"o.c. = 131 :Ib x 12 in/ft/ 6 in ox x 2 = `'524 'plf 2 rows of 0.131"x3" nails at 7"o.c. = 131 Ib x 12 in/ft/ 7 in o.c x 2 = 449 plf 2 rows of 0.131"x3" nails at 8"o.c. = 131 'Ib x 12 in/ft/ 8 in ox x 2 = � 393 plf 3 rows of 0.131"x3" nails at 4"o c. = 131 lb x 12 in/ft/ 4 in ox x 3 = i 1180 plf 3 rows of 0.131"x3" nails at 5"o.c. = 131 lb x 12 in/ft/ 5 in o.c x 3 = 944 plf 3 rows of 0.131"x3" nails at 6"o.c. = 131 lb x 12 in/ft/ 6 in ox x 3 = 787 plf 3 rows of 0.131"x3" nails at 7"o.c. = i 131 . Ib x 12 in/ft/ 7 in ox x 3 = I 674. {plf 3 rows of 0.131"x3" nails at 8"o.c. = 181 11b x 12 in/ft/ 8 in o.c x 3 = 590 plf JOB PRE-32472 SHEET NO 13 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Shear Connections - MWFRS Roof Pitch = 7:12 Roof Height= '. 8.5 �ft Roof Span = 13.75 ft. 3 Sec Gust Wind Speed = 136 ;mph Wind Exposure= C Max Wall Height= 9 ft Wind Importance Factor= I End Zone Length =£ 6,00 ft Building Length = tt50 'ft Floor/Ceiling Depth = 1,8 ft Horizontal Design Wind Pressures Enter 16psf as minimum value or if value is less than zero Wall Pressure Perp to Ridge= ' 2fr1.22 Ipsf See Page 13A& 13B for pressure caics. Roof Pressure Perp to Ridge= 15.66 psf Wall Pressure Parallel to Ridge= : 2f.22.'_I psf Roof Pressure Parallel to Ridge= '24.45 psf .-_ .. . e .. Qj 04/19/18 Perpendicular to Ridge Roof Diaphragm Load (Roof Hor. Press. Perp. x Roof Height) + (Wall Hor. Press. Perp. x Wall Height/2) Roof Diaphragm Load = 218 plf Floor Diaphragm Load = [Wall Hor. Press. Perp. x(Wall Height+Floor/Ceiling Depth)] Floor Diaphragm Load = 219 j pif 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 = 176 pif Floor Diaphragm Load _ [Wall Hor. Press. Par. x(Wall Height+Floor/Ceiling Depth)] Floor Diaphragm Load 219 pif JOB PRE-32472 SHEET NO 13A OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Shear Connections -MWFRS Roof Pitch = 7.12 . Roof Height= 8.5 ft Roof Span = 13.75 ft. 3 Sec Gust Wind Speed, V= 136 mph Wind Exposure= C Max Wall Height= 9 ft Wind Imp. Factor, I = End Zone Length = 6M ft Building Length, L = 50 ft Floor/Ceiling Depth = 1.8 ft Mean Roof Height, h = 25 ft Building Width, B = 27.5 ft qz= 0.00256KzKztKdV21LC Load Case Factor, LC = 0,6 KZ= 0.94 Per Table 27.3-1 from 7-10 and per table 6-3 from 7-05. (For 7-05 use highest value from case 1 and case 2. ) Ke= 1 Kd= 0.85 Per Table 26.6-1 from 7-10 and per table 6-4 from 7-05. qz= 22.7 psf G = 0.85 for rigid structures ; " Perpendicular to the Ridge CPWW= 0.8 Windward Wall Exterior Pressure Coefficient 04/19/18 Cpiw= -0.3 Leeward Wall Exterior Pressure Coefficient Cpwr_ -0.25 Windward Roof Exterior Pressure Coefficient Cp1r= -0.60 -0.6 Leeward Roof Exterior Pressure Coefficient Parallel to the Ridge CPWW= 0.8 Windward Wall Exterior Pressure Coefficient CP1W= 43 Leeward Wall Exterior Pressure Coefficient Cpwr_ -0.90 -0.18 Windward Roof Exterior Pressure Coefficient Cp1r_ -0.90 -0.18 Leeward Roof Exterior Pressure Coefficient GCP,= 018 -0.18 JOB PRE-32472 s fps;x SHEET NO 136 OF 44 IN ¢ �' .'✓ _ 9x 4 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE s Shear Connections -MWFRS 8 Roof Pitch L7:12.j Roof Height= 8.5 j ft Roof Span = 13.75 ft. 3 Sec Gust Wind Speed, V= 936 'mph Wind Exposure= ' Max Wall Height= 9 - ft Wind Imp. Factor, I = End Zone Length =` 6.00 =ft Building Length, L= 50 i ft Floor/Ceiling Depth = 1.825 Mean Roof Height, h = 25 I ft Building Width, B= 27:5 I ft Load Case Factor, LC = 0'.6 qZ= X22,7 psf G = 0.85 . for rigid structures p =gGCp-q,(GCpI) MWFRS-Wind Perpendicular to Ridge Walls Windward ` p = ( 22,7 psf x 0.85 x 0.8 )- 22,7 psf x 0.18 ) = 11.3 psf p = ( 22.7 psf x 0.85 x 0.8 )- 22.7 psf x -0.18 ) = 19.5 psf Leeward p= ( 22.7 psf x 0.85 x -0.3 )- 22.7 psf x 0.18 ) _ -9.9 psf p= ( 22.7 psf x 0.85 x -0.3 )- 22.7 psf x -018 ) _ -1.7 psf Roof Windward p = ( 22.7 psf x 0.85 x -0.25 )- 22.7 psf x 0.18 ) _ -8.9 psf p= ( 22.7 psf x 0.85 x -0.25 )- 22.7 psf x -0.18 ) _ -0.7 psf Leeward p= ( 22.7 psf x 0.85 x -0.60 )- 22.7 psf x 0.18 ) _ -15.7 psf P= ( 22.7 psf x 0.85 x -0.60 )- 22.7 psf x -0.18 ) _ -7.5 psf Overhang Pressure p= gGCpwndwardroof+ gGCp Andwardwall p= ( 22.7 psf x 0.85 x 0.80 )- ( 22.7 psf x 0.85 x -0.25 ) = 20.3 psf JOB PRE-32472 SHEET NO 13C OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Shear Connections - MWFRS Roof Pitch = 7:12 ? Roof Height= 8.5 ft Roof Span = 13.75 ft. 3 Sec Gust Wind Speed, V= 136 1 mph Wind Exposure= C i Wind Exposure Adjustment Factor= F - N. Max Wall Height= 9 5.,ft Wind Imp. Factor, I = ~ End Zone Length =; 6.00 ft Building Length, L= ,50 ft Floor/Ceiling Depth = 1.8'' ft Mean Roof Height h = 25 ft3 ' F Building Width, B = 27.5 Load Case Factor, LC 66 ` ,w qZ= ; 22.7 psf G = T'6.85' for rigid st et res ,. P = gGCp-q,(GCp,) � C' MWFRS-Wind Parallel to Ridge Walls Windward 04/19/18 p= ( 22.7 psf x 0.85 x 0.8 )- 22.7 psf x 0.18 ) = 11.3 psf p= ( 22.7 psf x 0.85 x 0.8 )- 22.7 psf x -0.18 ) = 19.5 psf Leeward P= ( 22.7 psf x 0.85 x -0.3 )- 22.7 psf x 0.18 ) _ -9.9 psf P= ( 22.7 psf x 0.85 x -0.3 )- 22.7 psf x -0.18 ) _ -1.7 psf Roof Windward P= ( 22.7 psf x 0.85 x -0.90 )- 22.7 psf x 0.18 ) _ -21.5 psf P= ( 22.7 psf x 0.85 x -0.90 )- 22.7 psf x -0.18 ) _ -13.3 psf Leeward P= ( 22.7 psf x 0.85 x -0.90 )- 22.7 psf x 0.18 ) _ -21.5 psf p = ( 22.7 psf x 0.85 x -0.90 )- 22.7 psf x -0.18 ) _ -13.3 psf Overhang Pressure p = gGCpvAndwardroof+ gGCp Andwardwall P = ( 22.7 psf x 0.85 x 0.80 )-( 22.7 psf x 0.85 x -0.90 ) = 32.8 psf JOB PRE-32472 SHEET NO 13D OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Shear Connections -C&C Roof Pitch = _7:12 Roof Height= 8.5 ft Roof Span = 13.75 ft. 3 Sec Gust Wind Speed, V= . '',136 €mph Wind Exposure= C Max Wall Height= 9 ft Wind Imp. Factor, I End Zone Length =�'6.00 {ft Building Length, L = 50 ft Floor/Ceiling Depth = 1.8 ft Mean Roof Height, h = 25 ft Building Width, B = 27:5 I ft qz= 0.00256KzKztKdV21LC Load Case Factor, LC = 0.6 KZ= + 0,94 Per Table 30.3-1 from 7-10 and per table 6-3 from 7-05. (For 7-05 use highest value from case 1 and case 2. ) _ N Kzt Kd = r X0.85 Per Table 26.6-1 from 7-10 and per table 6-4 from 7-05 � `} LQqz 22.7 'psf GC (GC ) P= q p-qi p. G = 0:85 , for rigid structures 04/19/18 Walls Per,Figure 30.6-1 7-10 and per Figure 6-17 7-05 Cp4+_ 1.00 Zone 4 Positive Cp4__ -1.10 Zone 4 Negative Cps-= se'1'-00 Zone 5 Positive Cps__ -1.39-1 Zone 5 Negative Roof Per Figure 30.4-2A,B&C 7-10 and per Figure 6-11B,C&D 7-05 Cps+_ 0.87 ; Zone 1 Positive Cp1on+_ 0.87', Zone 1 OH Positive Cps__ -0.94 Zone 1 Negative Cp1oh-_ =6.94 3 Zone 1 OH Negative Cpl+= 0.87 Zone 2 Positive C+pzon+= 4.87 Zone 2 OH Positive CpZ_= i -1.14 ` Zone 2 Negative Cp2oh-= 3-1;94 Zone 2 OH Negative Cp3+= 0.87 Zone 3 Positive Cp3oh+= 0.87 Zone 3 OH Positive Cp3-_ -1.14 Zone 3 Negative Cp3oh-— ^1.94 : Zone 3 OH Negative GCp,= w 0.18 -0.18 JOB PRE-32472 SHEET NO. 13E OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Shear Connections -C&C Roof Pitch = 7:12 Roof Height= 8:5 'ft Roof Span = 13.75 ft. 3 Sec Gust Wind Speed, V= ;„`136 ]mph Wind Exposure= I C Max Wall Height= 9 = ft Wind Imp. Factor, I = End Zone Length =� 6.()0 ,ft Building Length L= ;...50 ft Floor/Ceiling Depth = 1,8 ft Mean Roof Height, h = 25 - i ft �� <� Building Width, B = 27;5 ft Load Case Factor, LC = 0.6 .,'R' r 22.7 `'psf G= '0.85 ;r =;t qZ= � p � for rigid structures Al, p = gGCP-q,(GCp,) "' 4 Walls Zone 4 04/19/18 -� p= ( 22.7 psf x 0.85 x 1.00 )- 22.7 psf x 0.18 ) = 15.1 psf p= ( 22.7 psf x 0.85 x 1.00 )- 22.7 psf x -0.18 ) = 23.3 psf p= ( 22.7 psf x 0.85 x -1.10 )- 22.7 psf x 0.18 ) _ -25.2 psf p= ( 22.7 psf x 0.85 x -1.10 )- 22.7 psf x -0.18 ) _ -17.0 psf Zone 5 p= ( 22.7 psf x 0.85 x 1.00 )- 22.7 psf x 0.18 ) = 15.1 psf p= ( 22.7 psf x 0.85 x 1.00 )- 22.7 psf x -0.18 ) = 23.3 psf p= ( 22.7 psf x 0.85 x -1 39 )- 22.7 psf x 0.18 ) _ -30.9 psf p= ( 22.7 psf x 0.85 x -1.39 )- 22.7 psf x -0.18 ) _ -22.7 psf Roof Zone 1 p= ( 22.7 psf x 0.85 x 0.87 )- 22.7 psf x 0.18 ) = 12.7 psf p= ( 22.7 psf x 0.85 x 0.87 )- 22.7 psf x -0.18 ) = 20.8 psf p= ( 22.7 psf x 0.85 x -0.94 )- 22.7 psf x 0.18 ) _ -22.1 psf p= ( 22.7 psf x 0.85 x -0.94 )- 22.7 psf x -0.18 ) _ -14.0 psf Zone 2 p= ( 22.7 psf x 0.85 x 0.87 )- 22.7 psf x 0.18 ) = 12.7 psf p= ( 22.7 psf x 0.85 x 0.87 )- 22.7 psf x -0.18 ) = 20.8 psf P= ( 22.7 psf x 0.85 x -1.14 )- 22.7 psf x 0.18 ) _ -26.0 psf p= ( 22.7 psf x 0.85 x -1.14 )- 22.7 psf x -0.18 ) _ -17.8 psf Zone 3 p= ( 22.7 psf x 0.85 x 0.87 )- 22.7 psf x 0.18 ) = 12.7 psf p = ( 22.7 psf x 0.85 x 0.87 )- 22.7 psf x -0.18 ) = 20.8 psf P = ( 22.7 psf x 0.85 x -1.14 )- 22.7 psf x 018 ) _ -26.0 psf p = ( 22.7 psf x 0.85 x -1.14 )- 22.7 psf x -0.18 ) _ -17.8 psf JOB PRE-32472 SHEET NO 13F OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Shear Connections -C&C Roof Pitch = F7:12 x Roof Height= X8:5 ;ft Roof Span 3 Sec Gust Wind Speed, V= ; 136 mph Wind Exposure= C Max Wall Height= 9, ft Wind Imp. Factor, 1 = 4 4 End Zone Length = 6.00 =ft Building Length, L= s 50 (ft Floor/Ceiling Depth = _ 1.8 ft Mean Roof Height, h = , 25 �ft Building Width, B = 27.5 ;ft Load Case Factor, LC = 0:6 qZ= ,22.7 ;psf G = `°0.85 3 for rigid structures p = gGCP-q,(GCp,) Cc ;x 04'4.6 J'S��G. LF C�im7 04/19/18 Roof OH Zone 1 OH p= ( 22,7 psf x 0.85 x 0.87 ) - 22.7 psf x 0.18 ) _ -12.7 psf p= ( 22.7 psf x 0.85 x 0.87 )- 22.7 psf x -0.18 ) = 20.8 psf P = ( 22,7 psf x 0.85 x -0.94 )- 22.7 psf x 0.18 ) . _ -22.1 psf p = ( 22.7 psf x 0.85 x -0.94 )- 22,7 psf x -0.18 ) _ -14.0 psf Zone 2 OH p = ( 22.7 psf x 0.85 x 0.87 )- 22.7 psf x 0.18 ) = 12.7 psf p = ( 22.7 psf x 0.85 x 0.87 ) - 22.7 psf x -0.18 ) = 20.8 psf p = ( 22.7 .psf x 0.85 x -1.94 ) - 22.7 psf x 0.18 ) _ -41.4 psf P= ( 22.7 psf x 0.85 x -1.94 )- 22.7 psf x -0.18 ) _ -33.3 psf Zone 3 OH p = ( 22,7 psf x 0.85 x 0.87 )- 22,7 psf x 0.18 ) = 12.7 psf p = ( 22.7 psf x 0.85 x 0.87 ) - 22.7 psf x -0.18 ) = 20.8 psf p = ( 22.7 psf x 0.85 x -1.94 ) - 22.7 psf x 0.18 ) _ -41.4 psf p = ( 22.7 psf x 0.85 x -1.94 )- 22.7 psf x -0.18 ) _ -33.3 psf JOB PRE-32472 SHEET NO. 14 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Shear Connections -Wind (cont'd) Reference Sheet 13 for wroof& wfloor calculations Total Shear Capacity Requirements Wind Perpendicular to Ridge Wind Parallel to Ridge wroof = ?,; 218 plf wroof = , 176 plf wfloor= j 219 ;plf wfloor' i` 219 `plf L= 50 ft. B = 27.5' ;ft. Vroof=wroof x L=n 1 Q901 <Ib Vroof=wroof x B = 4842 'Ib Vfloor=wfloor x L= 10930 Ib Vfloor=wfloor x B = 60121 Ib Shear Tranfer Connection Capacity Requirements vroof=Vroof/2/B = 198 plf vroof=Vroof/2/L= 48 plf z vfloor1 =Vroof+Vfloor1 /2/B= ;.'397. plf vfloor1 =Vroof+Vfloor/2/L= 109 plf vfloor2 =Vroof+ 12 x(Vfloor/2/B)] = 536 plf vfloor2 =Vroof+ [2 x(Vfloor/2/L)] = 164 'plf 04/19/18 JOB PRE-32472 SHEET NO. 15 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Shear Connections-Seismic(cont'd) Total Shear Capacity Requirements-Seismic Seismic Design Category= B Weights: Factors: Wroof= �'22000,�Ib R= 6.5 ^• ,Table 12.14-1 Wswall= 112000;Ib Fa= £ 1.4 Section 12.14.8.1 Wewall= 6600 ;lb F= 1;1 Section 12.14.8.1 Wgable= ;;-'11650 !lb SDS= - 0.32 Secction 11.4.1 Wfloor= 134375;Ib 1 = 1:00 Seismic Importance Factor Wtota]_ ! 76625 s Ib O.. ` AA ;�" €L.t.,'Ij o Seismic Base Shear,V: Section 12.14.8.1 `11 t V= F x SDS x Wtotal x I = "4150 Ib tk RF'� Vertical Distribution, Fx: Section 12.14.8.2 F, = wX x V 04/19/18 Wtotal Fx.roof= 1191 Ib Floor Diaphragm Load= 4150 Ib Fx.floor1 = ' 2529 Ib Fx.floor2= 4150. Ib Diaphragm Unit Shear Capacity Requirements B 27.5_ft. L= 50 ft. Perpendicular to Ridge Wind Parallel to Ridge vroof=Fx.roof/2/B=, 22 plf vroof=Fx.roof/2/L= 12 ;plf 1 st floor down from roof vfloor1 =Fx.floor1 /2/B= 46 ' plf vfloor1 = Fx.floor1 /2/L=j 25 plf vfloor2= Fx.floor2/2/B= 75 plf vfloor2= Fx.floor2/2/L= 41 plf E F. JOB PRE-32472 ' SHEET NO. 16 OF 44 CALCULATED BY DB DATE 4/9/2018 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, 27.50 ft. %line_1= 100 Bline_2' 19.50 ;ft. %line_2 = 71 __ . ._. Shearwall Unit Shear Capacity Vwall line 1=Vroof/2 Bline 1 Vwall line I= _..90� `; �0 ; 8285 'Ib /(2 x :27.50 ft.) _. ._ Vwall line_1= 151, kpif Wind Controls Vwall line—2=Vroof/2 Bline 2 Vwall line 2'= O.M. 0 ' :8285 Ib /(2 x 19.50 ft.) s Vwall line-2 = 2`12, plf Wind Controls w, Shear Parallel to Ridge 2nd Story Shear Walls Wall Length Available for Full Height Sheathing Lline A 23.67 `ft. %line A= =47 Lline_B°24.75 eft. %line_B = '50 ,,-, Shearwall Unit Shear Capacity Vwall line—A=Vroof/2 Bline_A Vwall line_A= 0 ~ - 0 4842 Ib "/(2 x ^ 23.67.1 ft.) Vwall line A= 102 plf Wind Controls Vwall line—13=Vroof/2 Bline_B Vwall line_B = nm 0° ' 4842" °Ib /(2 x ; 24.75"ft.) Vwall line_B= 98 Of Wind Controls.. , �' ' X CW 04/19/18 JOB PRE-32472 SHEET NO 16A OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Shear Connections (cont'd) Reference Sheet 14 & 15 for Vroof calculations Shearwall Unit Shear Capacity Requirements Shear Perpendicular to Ridge 1st Story Shear Wall Wall Length Available for Full Height Sheathing Bline_1' 18.75 :ft. %line_1= 68 P Bline 2' '11.10 !ft. %line 2 = 40 E Shearwall Unit Shear Capacity Vwall line_1= (Vroof+Vfloor)/2 Bline 1 Vwall line I= E 0 0 2616 Ib + -0 0 �lb /(2 X 18.75• ft.) Vwall line 1= 70 pif Wind•Controls Vwall line_2 = (Vroof+Vfloor)/2 Bline_2 Vwall line-2 = d , . 0 ' 8285 !lb + 58307 Ib /(2 X x11:10 =ft.) Vwall line-2= 747 pif Wind Controls Shear Parallel to Ridge 1st Story Shear Wall Wall Length Available for Full Height Sheathing Lline A 23.50 gft. %line f 47 Lline_B' 19.50 ft. %line E 51 Shearwall Unit Shear Capacity Vwall line—A= (Vroof+Vfloor)/2 Bline_A Vwall line A= 0„ 0 `;.4842 Ib + ;6012 Ib /(2 X 23.50 ft.) Vwall line A= 231 pif •-Wind Controls, Vwall line_B= (Vroof+Vfloor)/2 Bline B Vwall line_B= 0 0 , 48421 Ib + 6012 J Ib /(2 X 1 19.50 ft.) ._. Vwall line_B= 278 4plf Wind•Controls ' ' v1J.. � yy��gqC�� 26� �r�• 04/19/18 JOB PRE-32472 SHEET NO 16B OF 44 CALCULATED BY DB DATE 4/9/2018 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_3, 23.55 ft. %line_3= 86` r Shearwall Unit Shear Capacity Vwall line-3= (Vroof+Vfloor)/2 Bline 3 Vwall line 3= . 0.. 0 #`90901 i lb + ' 8307 ;Ib /(2 x 23.55 ft.) Vwall line 3= X4081 plf Wind Controls.,,, C) 04/19/18 l JOB PRE-32472 SHEET NO 17 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Shear Connections (cont'd) Shear Capacity of 2nd Story Perforated Shearwall Assembly Percent Full Height Sheathing Wind Perpendicular to Ridge %line 1= 100. %line_2 Wind Parallel to Ridge %line A= 47. _ %line B = ' G50 Maximum Unrestrained Opening Height 2nd Story Wall Height- 8'ft. Wind Perpendicular to Ridge Wind Parallel to Ridge Hline 1' 0 1 in. Hline A 66 in. Hline 2 66 in. Hline E3 66` 'in. Perforated Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge Wind Parallel to Ridge Fline_1--. 1.00 ' Fline A 0.65 Fline_2 0,77 Fline—B 0.66. or Shear Capacity of 1 st Story Perforated Shearwall Assembly BILL,;A-,� Percent Full Height Sheathing Wind Perpendicular to Ridge ` `4 %line 1 68 %line 2. 40, i d A Wind Parallel to Ridge s p %line_A 47 � %line E 51 Y Maximum Unrestrained Opening Height 1st Story Wall Height- Gift. Wind Perpendicular to Ridge Wind Parallel to Ridge Hline-1 66 in. Hline A 84 ;, in. Hline_2 '66 in1 -11 . Hline E 84 Perforated Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge Wind Parallel to Ridge Fline_1: "0.79µ Fline_A` 0.59 ° Fline_2 0.68 Fline B` 0.61 ; JOB PRE-32472 SHEET NO. 18 OF 44 CALCULATED BY DB DATE 4/9/2018 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 Framing Species Specific Gravity G= 0.42,µ 2nd Story Wall -,line_1 _ PERFORATED 7/16"OSB w/0.131"x2.5"nails @ 6"o.c. panel edge& 12"o.c. field nailing(exterior) Tabulated Value = 239 ;plf vs= 1.40 (Tab. Value) = 1. .334 plf Vs 0 plf Shear Capacity of Shearwall Assembly vs = 334 plf + ,-T., 0 Of = 334 plf > M151 'plf OK 2nd Story Wall-line-2 PERFORATED 7/16"OSB w/0.131"x2.5"nails @ 6"o.c. panel edge& 12"o.c.field nailing (exterior) Tabulated Value= 239 plf vs= 1.40 (Tab. Value) _ ;334 plf Vs 0 1 Of Shear Capacity of Shearwall Assembly VS = 334 Of + 0 plf = 334 plf > 212 plf OK= 2nd Story Wall- line_A PERFORATED 7/16"OSB w/0.131"x2.5"nails @ 6"o.c. panel edge& 12"o.c. field nailing (exterior) Tabulated Value= 239 ',plf vs= 1.40 (Tab. Value)'= 334 i plf Vs 0 plf Shear Capacity of Shearwall Assembly vs .- w334 s plf + 4__,. plf = „334 w plf > 102;`plf OK 2nd Story Wall-line-13 PERFORATED ,7/16” OSB w/0.131"x2.5" nails @ 6"o.c. panel edge& 12"o.c. field.nailing (exterio`r) i Tabulated Value= 239_ plf TG�ILtIM, vs= 1.40 (Tab. Value) = 334 plf r , Shear Capacity of Shearwall Assembly vs - _33,4 €Of + t ._ d . 'plf = 334 plf > 98. plf OK 04/19/18 JOB PRE-32472 SHEET NO 18A OF 44 CALCULATED BY DB DATE 4/9/2018 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 Framing Species Specific Gravity G 1 st 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= 165 plf _ vs= 1.40 (Tab Value) = 231 plf Vs 0 plf _Shear Capacity of Shearwall Assembly Vs = 231 plf + 0 pif = 231 plf > 70 ;pif SOK. 1 st Story Wall- line-2 SEGMENTED 7/16" OSB w/0.113"x2" nails @ 3"o.c.-panel edge& 12"o.c. field nailing (exterior) Tabulated Value= ' 331 plf vs= 1.40 (Tab Value) _ 463 Of ;7/16" OSB w/0.113"x2"nails @ 3"o.c. panel edge& 12" o.c. field hailing (interior) Vs= 463 plf Shear Capacity of Shearwall Assembly vs = 463 Of + '463.4 :pif = 926.4plf > 747 " plf ,OK" 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) _ f Tabulated Value= 331 plf ._ _.. ._ _......_ .. _ ._ _ .._..0 vs= 1.40 (Tab. Value) _ 463 plf i vs- � 0 plf Shear Capacity of Shearwall Assembly VS = 463 plf + :0 pif = 463 t plf > 231 plf OIC :.. 1st Story Wall -line_B PERFORATED "7/16" OSBW 0.113"x2" nails_@ 3"o.c. panel edge& 12"o.c. field nailing (exterior) Tabulated Value= 331 pif vs=V 1.40 (Tab. Value) _ 463. j Vplf _... LU _.. ._ p lf Shear Capacity of Shearwall Assembly vs = 463 t pIf + y 0 plf = is 463 plf > 278 . plf #riOK 3 , 04/19/18 JOB PRE-32472 SHEET NO. 18B OF 44 CALCULATED BY DB DATE 4/9/2018 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 Framing Species Specific Gravity G= g 0.42 1st Story Wall- line_3 PERFORATED 7/16"OSB w/0.113"x2"nails @ 3"o.c. panel edge& 12"D.C. field nailing (exterior) Tabulated Value= ' 331 ,plf vs= 1.40 (Tab. Value) = 463 plf ...vs_= _0 plf Shear Capacity of Shearwall Assembly vs = 463 plf + � '0 plf = 463 plf > e408 plf ;01< k _ Ott F Vim: �;�\}pr's`•;°��„^Y�`t •� �. _....... ...... ..., ..s. _,w. .,._...W_..... €..._. .. SSS p� -�sa,�.r•; ` T•a ' 04/19/18 4 JOB PRE-32472 - SHEET NO 18C OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE SCALE Portal Framing -Wall Line B APA Form No. TT-10013 Minimum Wall Segment Length - 18 in Number of Segments Required - 2 Table 1 Footnote(c) Wall Height- 9 i ft Allowable Design Value- 800 lbs Specific Gravity of Framing- i 0.42 Specific Gravity Adjustment Factor - 0.92 ,; Table 1 Footnote (a) Wind Adjustment Factor - 1.4 . Table 1 Footnote (e) Adjusted Allowable Design Value- 1030 Shear Capacity Requirement- . V,00f= ;. 1000 E lbs _. vroof=Vroof/#wall segments= 500,; lbs per segment 500 lbs load < 1030.-;lb capacity j OKCr µ 04/19/18 V JOB PRE-32472 SHEET NO 19 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Diaphragm Chords Check Tensile Strength of Top Plate to Transfer Chord Force- Tensile strength controls vs. compressive 2x6 SPP#3 Sample Calculation Nominal Tensile Stress Ft= ;. 250 , psi ANSI /AF&PA NDS Table 4A/4F Load Duration Factor CD = = 16 ANSI/AF&PA NDS Table 2.3.2 Size Factor CF = 1.5 ANSI/AF&PA NDS Table 4A/4F Allowable Tensile Stress Ft = Ft CD CF= 600 psi ANSI /AF&PA NDS Table 4.3.1 Net Area of Stud A= - 8.25 'in Allowable Tensile Load _M,�._x Double 2x4 -With,Splices Pi = Ft'A= 3150 Ib Double 2x4- No Splices 6300 Ib Double 2x6-With Splices Pi = Fi A= 4290 Alb Double 2x6 - No Splices . 8580 :Ib Double 2x10-With Splices Pt.= Fi A= 5550 Ib Double 2x10-No Splices 11166 Ib Z= 131.2, Ib 0.131"x3.0" Nails Minimum splice lap where splices are allowed = 4 ,ft 2nd Floor Endwalls T= 5451 :,Ib Double 2x6 Top Plate-No Splices Sidewalls T= 1460 'Ib Double 2x6 Top Plate-With Splices & Stagger 2 rows of 0.131"x 3.0" Nails 8 in o.c. @ _. .w 1st Floor Endwalls T= 10916Ib 'Double 2x6 Top Plate-No Splices 3 ' Double 2x10 Perimeter Rail-No Splices Sidewalls T= S69il Ib Double 2x6 Top Plate-With Splices & Stagger 2 rows of 0.131"x 3.0" Nails @ ' 8 !in o.c. Double 2x10 Perimeter Rail -With Splices & � � �. � Stagger 2 rows of 0.131"x 3.0" Nails 8 in o.c. f ''�,.,,,`°4« ,;•pas✓ .°�� 'P' '+i �_____--_ _ r.... .... ...... _w.._ .. _.__. _ __ ZIA 0862 5* 04/19/18 I _ JOB PRE-32472 SHEET NO 20 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Shearwall Desiqn (cont'd) Shear Capacity of Perforated Shearwall Assembly v=vs x Perforated Shearwall Capacity Adjustment Factor 2nd Story Walls 2nd Story Wall Height- 8 ft. Shear Perpendicular to Ridge _ 3 vline 1: 334 plf ik I.Qb — X334 plf > 151 plf OK vline 2:. 334 plf x 0.77 = -256 p[f > 212 plf OK _.. . ._�._. ..... . _. ._. .__. _ _. .M ..�... w_... _.. . _,..m ., .._ .. . _ . ... Shear Parallel to Ridge vline_A 334 plf ic 0,65 - %216 plf 102, plf j.,..WOK vline B 334 plf x . .OBS;, = 219 plf > .98. plf OK �.. . ._. _ __.. .._W_, .._. _.w� ... .. . M. . _ . .e.... o M_......_ . a _ . _ ._...._ . . 1 st Story Wall 1 st Story Wall Height- ;p a9s ft. Shear Perpendicular to Ridge vline_1 231 plf .x '0.79 = - 183 Of "> 70 plf " ?OK ,Must Use Segmented ShearWall Design vline_2 926 plf x 0.68' = 628 plf 747p[f NG Shear Parallel to Ridge vline A 463, plf x` 0.59 :µ= 274 plf > 231 • plf OK. �..�.. .. . . _...z_ Y_. vline_B 463- plf 5.X w.y0.61. .=_. 283 ; ptf > 278 Of �a OK Note: Perforated Capacity limited to 490plf for Seismic and 686plf for wind 4 x 04/19/18 JOB PRE-32472 ` SHEET NO 21 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Overturning Connections Check Capacity of Dead Loads to Resist Overturning Loads ,d' ,' Uj t" tin Length of side (Li)(house width) = 27:5 'ft. � Length of side (L2)(house length) _ 38 ft. Dead Load Resistance to Overturning - line—I& line-2 04/19/18 Dead Load = 65 plf Dead Load *Length to Overturning @ Pivot Point= : 893:8 I lbs*0.60 = 536 Return Wall Dead Load 1 150. *0.60 = 0, DeadLoad Resistance to Overturning - line—A& line_B Dead Load = 150 `plf Dead Load *Length to Overturning @Pivot Point= _ 2850 lbs*0.60 = 1.7161 Return Wall Dead Load = s .65, .*0.60 -- _ 0 Required Holddown Capacity T=v x h Segemented T=v x-h/Co Perforated 2nd Story Module to 1st StoryModule-line_1 PERFORATED Wind Controls T =:_151 plf x 8:O ft. / 1,00 = , 1205 Ib + Ib 536 lbs DL.= 669 Ib r Connecto (1) Simpson Strong-Tie CS16•strap _. .. _. Fastener. w/ (22) 1 Od nails ea strap f :Allowable Load= 1705 Ib 2nd Story Module to 1st Story Module-line 2 PERFORATED Wind-Controls T= 212 plf x 8.0 ft. / U7 2220 `Ib + Ib - 536 lbs DL= 1684 Ib Connector; (1)Simpson Strong-Tie CS16 strap Fastener,w/ -(22) 1 O nails ea strap " ,Allowable_Load = 1705 Ib 2nd Story Module to 1st Story -line—A _ _ PERFORATED Wind Controls T= 1 O2. ` plf x 8.0 ft. / (165 = i 1265 'Ib + IbN< 9710 lbs OK .. Dead Load of Structure is Sufficient to Resist Overturning Load . 1 2nd Story Module to 1st Story Module-line B PERFORATED 1 Wind Controls T=' 98 plf x '„ 8.0 =ft. / ' !0.66 = I;!94 Ib + Ib ; < 1710 16Sµ �OK Dead Load of Structure is Sufficient to Resist Overturning Load JOB PRE-32472 ` SHEET NO 21A OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Reference Page 22 for Stud Capaci �arnpteLCplcu Overturning Connections V * . Check Capacity of Dead Loads to Resist Overturning Loads Length of side (1-1)(house width) Length of side (L2)(house length) = 50 i ft. Dead Load Resistance to Overturning'-line-1& line-2 04/19/18 Dead Load = 65 plf _ Dead Load *(Length to Overturning @ Pivot Point/2 ) = 893'.8-1 lbs*0.60= 536 Return Wall Dead Load = * 150 .*060 = 4 o A ; Dead Load Resistance to Overturning - line—A& line B Dead Load = 150 i plf Dead Load *(Length to Overturning @ Pivot Point/2 ) 3750 lbs*0.60 = 2250 Return Wall Dead Load = s 65 *0.60 = 0 Required Holddown Capacity T=v x h Segemented T=v x h/Co Perforated 1st StoryModule to Foundation -line 1 I PERFORATED Wind Controls T= ^ 70 plf x 9.0 ft. / 0:794, = 791 ,lb + lb - 536` lbs DL= ' 255 Ib Connector, Simpson Strong-Tie STHD14RJ Fastener. w/ 1/2 in min concrete cover and (30) 16d sinkers, locate 1.5in from corner 3Allowable Load 5345 lb 1st Story Module to Foundation - line_2 SEGMENTED _ € Wind Controls T 747 Of x ` -9,0 ft. „/ 1 _ '',§727 Ib + 1684 Ib - 0 lbs DL.= t ry `'8410 £Ib Connector;. (1)Simpson HDU14-SDS2.5 installed on(4)2x6 SPF#2 Studs-Use Heavy Hex Head Nut-2500psi min concrete Fastener. w/ (36)SDS 1/4"x2.5'screws into stud column&1"threaded rod w/8"min embed in 24"min wide footing Allowable Load= 10350 lbs 1st Story Module to Foundation -line A PERFORATED i Wind Controls T 231' ' plf x 9.0 ft. / O.561'` = 3515 'Ib + Ib t 2250 lbs D!_= 1265 d:lb Connector. Simpson Strong-Tie STHD14RJ Fastener w/ 1/2 in min concrete cover and (30) 16d sinkers,-locate 1.5in from comer ;Allowable Load 5345 Ib 1st Story Module to Foundation -line_B _ PERFORATED Wind Controls T=i.. 278 "1 plf x '9.0: ft. / p.61 = 4104 lb + Ib - 2250 ;Ibs DL=mss „ 1Y854 j'Ib Connector:'Simpson Strong-Tie STHD14RJ Fastener. w/ 1/2 in min concrete cover and-(30) 16d sinkers, locate 1.5in from corner ;Allowable Load 5345 lb JOB PRE-32472 SHEET NO 21 B OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Reference Page 22 for Stud Capacity Example Calculation. Overturning Connections Check Capacity of Dead Loads to Resist Overturning Loads Length of side(L1)(house width) _ 27.5 1ft. Length of side(1-2)(house length) = ; 50 ft. E.-_ .-I Dead Load Resistance to Overturning- line-3 Dead Load = 65 pif Dead Load *(Length to Overturning @ Pivot Point/2 ) _` 893.8 lbs"0.60 = 536 Return Wall Dead Load = 0 *0.60 = 0 Required Holddown Capacity T=v x h Segemented T=v x h/Co Perforated 1st Story Module to Foundation-line_3 SEGMENTED Wind Controls . i M T= 4Q$ plf x 9.Q ft / _. 1 _ ( 3670 Ib ' + 669 Ib - P 215 lbs DL= .4125 11b Connector. Simpson Strong-Tie STHD14RJ 5 Fastener 7w/ 1/2 in min concrete cover and(30) 16d sinkers, locate 1.5in from corner ;Allowable Load 5345 lb ..--M+u ........... &. 1..-. ,...«.....€ .n,... V .«.4.'v! Y e�- ...-Y .. s ..ek X -. ,,.<,,,.,•,•_ ta. ,moi' v---. ,..-. ...f u.Y 'a3 ':�•� 04/19/18 X41 JOB PRE-32472 SHEET NO 22 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Overturning Connections (cont'd) Check Tensile Strength of Studs to Transfer Overturning Loads-Sample alculatie1 ` (1) £ 2x6; SPF#3 Nominal Tensile Stress 04/19/18 Ft= 250 psi ANSI/AF&PA NDS Table 4A Load Duration Factor CD= 1.6% ANSI/AF&PA NDS Table 2.3.2 Size Factor _ CF= 1.0 ANSI/AF&PA NDS Table 4B Allowable Tensile Stress Ft = Ft CD CF _400, psi ANSI/AF&PA NDS Table 4.3.1 Net Area of Studs A= 825 int Allowable Tensile Load 7 Pt = Ft A= 3300 Ib Built up Column Fastening Requirement Assume Typical Connection made with 0.131"x 3.0" Nails Specific Gravity of Member Stud Height= 9 ft G= 0.42 Thickness of Member is= 1.50 in. Lateral Capacity Z= 82 lbs ANSI /AF&PA NDS Table 11 N Load Duration Factor_ CD= 1.6 ANSI /AF&PA NDS Table 2.3.2 Allowable Lateral Capacity Z' = Z CD = 13,1 . Ib ANSI /AF&PA NDS Table 10.3.1 Required Spacing for two rows staggered = (Capacity x #of rows) % (Stud Cap. / Stud Height) x "(ft to in conversion) (;. 131• Ib x 2 i) / ( U 3300 ;Ib / 9 ft ) x ( 12'in / ! 1 ft ) _ JOB PRE-32472 SHEET NO 23 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Slidina Connections Roof Pitch = " 7:12 Wall Height= 9, .,'ft. Roof member spacing = l 16_ in o.c. 3 Sec Gust Wind Speed = ;: 136 'mph Wind Exposure= C Load from wind on Wall _ Wall Horizontal Pressure= 21.22 psf See page 13 Wind Load = Wall Press x(Wall Height/2) Wind Load = 95.51 plf Load required to be transferred to sidewall diaphragm chord Load to in sidewall diaphragm chord = 2421 �Ib See pages 14 & 15 Length of Unit= �50 'Load along sidewall in diaphragm chord = sidewall diaphragm chord load/length of unit Load along sidewall in diaphragm chord = plf Req. Roof to Wall Load = Max(wind load, diaphragm chord load)x roof me �p crftLL Req. Roof to Wall Load = 127.3'Ib Roof to Wall Plate Connection Assume Typical Connection made with 0.131"x 3"toenails. n _H Specific Gravity of Member G = .0.42 Thickness of Member is= 1.50 in. 04/19/18 Lateral Capacity of Nails Z= 82 lbs ANSI /AF&PA NDS Table 11 N Load Duration Factor CD= 1.6 ANSI /AF&PA NDS Table 2.3.2 Toe Nail Factor Cts = 0.83 ANSI /AF&PA NDS 11.5.4.2 Allowable Lateral Capacity of Nails Z' = Z CD Ct„ = 109 ,Ib ANSI /AF&PA NDS Table 10.3.1 Required Roof to Wall Plate Connection Req'd Nail Nails Load Capacity Req'd 127 'Ib 109 `':Ib cap '_. 2 'per framing member JOB PRE-32472 SHEET NO 23A OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Sliding Connections Assume Typical Connection made with 0.131"x3.0" Nails in End-Grain. Specific Gravity of Member G Thickness of Member is = W 1.50 in. Lateral Capacity Z= 82:0':;lbs ANSI /AF&PA NDS Load Duration Factor CD = 1.6 ANSI /AF&PA NDS Table 2.3.2 End-Grain Nail Factor Cts = 0.67 ANSI /AF&PA NDS 11.5.4.2 Allowable Lateral Capacity Z' = Z CD Ceg = 87:9 "Ib ANSI /AF&PA NDS Table 10.3.1 Top Plate to Studs& Bottom Plate to Studs Req'd Nail Nails Load Capacity Req'd 127 Ib 88 i Ib cap 2 M per framing member Bottom Plate to Floor Assume Typical Connection made with 0.131"x 3.0" Nails i Allowable Lateral Capacity of Nails Z' = Z CD = 82Ib x 1,6 = 131 i lb n , Req'd Stud Req'd tF �` Load_ Spacing = Load 127: Ib / 16 in oc 96 plf ... _., Nail Req'd Req'd � Capacity / Load = Spacing x5r04/19/18 131'F Ib cap 967 Of 16- in o.c. JOB PRE-32472 ` SHEET NO 23B OF 44 CALCULATED BY DB DATE 4/9/2018 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 r 82. Ib x 1.6 x 0.83 — 109 Ib Req'd Building Width Req'd Load Spacing = Load 5451' $#lb / 27.5 ft 198". +plf Nail Req'd Req'd Capacity / Load = Spacing 109 Ib cap 198"M1F pif 6 b in o.c. 0 a aj F � t 04/19/18 JOB PRE-32472 ` SHEET NO. 24 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Sliding Connections (cont'd) Alternate Roof to Wall Plate Connection Connector: Simpson Strong-Tie H10A Fastener: (9)0.148"x 1 1/2 nails in truss and (9)0.148"x 1 1/2"nails in plate i Allowable Load = 285 Ib for SPF Req'd Lateral Req'd Provided Load Spacing Spacing 96 plf R 36 'in. 32 "'in. A NE14V .;3•ra 7 04/19/18' JOB PRE-32472 SHEET NO. 25 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Sliding Connections (cont'd) �. 0 i a Design 2nd Story to 1st Story Connection �sf c $ Assume Typical Connection made withILU > i ' 0.131"x 3"toenails. mM Specific Gravity of Member : • . 4 _ G = x..,0.42.,. Thickness of Member 04/19/18 is= 1.50 in. Nominal Lateral Capacity of Nails in Single Shear Z= ` ' 82 Ib ANSI /AF&PA NDS Table 11 N Load Duration Factor CD = 1.6 ANSI /AF&PA NDS Table 2.3.2 Toe-Nail Factor Ct„ _ ; 0.83 ANSI /AF&PA NDS 11.5.4 Allowable Lateral Capacity of Nails in Single Shear _ F• Z' = Z CD Cts, = 109 Ib ANSI /AF&PA NDS Table 10.3.1 2nd Story to 1st Story Connection - line-1 & line-2 v=Vfloor1 = 302 ;plf Ref. Sheet 14& 15 Connection: 0.131"x 3"toenails. 2nd Story to 1st Story Connection - line—A& line_B v=Vfloor1 plf Ref. Sheet 14';&A 5 Connection- 0.131"x 3"toenails. @ 6 "o.c. I` JOB PRE-32472 ` SHEET NO 25A OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Sliding Connections (cont'd) Design 1st Story Module to Sill Plate Connection , �` ;hIN '„ Assume Typical Connection made with t 0.131"x 3"toenails.M1 ' S1 Specific Gravity of Member G = '0.42 .. ..._._.. 04/19/18 , Thickness of Member is= 1.50 in. Nominal Lateral Capacity of Nails in Single Shear Z= 82 Ib ANSI /AF&PA NDS Table 11 N Load Duration Factor CD= 1.6 mm ANSI /AF&PA NDS Table 2.3.2 Toe-Nail Factor Ctr_ ,0.83. ANSI/AF&PA NDS 11.5.4 Allowable Lateral Capacity of Nails in Single Shear Z' = Z CD Ct, = 109 i Ib ANSI/AF&PA NDS Table 10.3.1 1 st Story to Sill Plate Connection -line-1, 2 &3 v=Vfloor2 = 536 ,plf Ref. Sheet N 14& 15r Connection: 0.131"x 3"toenails. NG ,," 0.C. 1st Story to Sill Plate Connection - line—A& line_B v=Vfloor2= : 164 i plf Ref. Sheet I`R14& 15 .. .m. _. Connection: 0.131"x 3"toenails. @ 6 "o.c. USE ALTERNATE CONNECTION ON PAGE 26 FOR LINE 1:,2&3 ' , JOB PRE-32472 SHEET NO 26 OF 44 CALCULATED BY DB DATE 419/2018 CHECKED BY DATE Sliding Connections Cont'd A? 4N F.... 7-1 <<, 04/19/18 Design Alternate 2nd Story to 1 st Story Connection 2nd Story to 1st Story Connection - line 1& line 2 v=Vfloorl = 302 Of Connector: Simpson Strong-Tie LTP4 Fastener: (12)0.131 in x I 1/2in nails Allowable Load = 575 lb Req'd Sliding Req'd Load Spacing 302 , plf 22 in. 2nd Story to 1st Story Connection -line A&"line*'*B v=Vfloorl-'= '143 Of Connector: Simpson Strong-Tie LTP4 Fastener: 1(12)0.131 in x I 1/2in nails Allowable Load = 575 !lb Req'd Sliding Req'd Load Spacing p If 48, in. Design Alternate 1st Story to Sill Plate Connection 1st Story to Sill Plate Connection- line.1&,I,ine-2 v=VfIoor2 536 plf Connector: iSimpson Strong-Tie LTP4 Fastener: (12)0.131 in x I 1/2in nails Allowable Load = 576 :lb Req'd Sliding Req'd Load Spacing 536 plf L 12--in. 1 st Story to Sill Plate Connection-line_A& line_B v=VflOOr2 = 11643 plf Connector: Simpson Strong-Tie LTP4 Fastener: (12)0.131inx1 1/2in nails Allowable Load = 575 i lb Req'd Sliding Req'd Load Spacing 164, Of 42 i in. I JOB PRE-32472 SHEET NO 27 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Anchor'Bolt'Spacing;OK Sliding Connections (cont'd) Sill Plate to Foundation Connection -line 1 &3 Connection: 172 ;"dia.Anchor Bolts @ 24 "o.c. Design Sill Plate to Foundation Connection _ Assume 112 3"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 Z,= 680 'Ib e Lo d Duration Factor � Capable SI /AF&PA NDS Table 2.3.2 CD= ^1,6 Lateral Ca acit for Bolt in Sin le Shear Parallel to the Grain city 9 I/AF&PA NDS Table 10.3.1 Z = Z„ CD= 1088 Ib , , . Vfloor2= 536 pif Ref. Sheet Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing 04/19/18 Load at anchor bolt= 536 plf x 24 ;" o.c. = 1072 Ib CSI = Load at anchor bolt/Z' CSI Shear=> CSI = _1072"Ib / 1088_I Ib = 0.99 4 Check Compression Perpendicular to the Grain 1/8in thick min.was 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 pif See page 4 and wKK� A plf See page 18A Uniform Uplift Load = 0 plf Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = "0. ;plf x ,^F24 o.c. Concentrated Uplift Load = 0 'Ib Allowable Compression Stress Perpendicular to the Grain Fc-L = 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 -((TT/4) (0.5 + 1/16)^2) = 33/4 'in 2 Allowable Compression Load Perpendicular to the Grain P,L = FAL Awasher= 565 psi x 3.751 in2 = , 2,120 `Ib CSI Uplift=> CSI = Load at anchor bolt/Pcpera = 0 n Ib / 2120 „Ib = 0:00 Total CSI = CSI shear+ CSI uplift= 40.99 '+ µ 0;00 µ0.99 , µOK JOB PRE-32472 ' SHEET NO 27A OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Anchor Bolt Spacing'bK Sliding Connections (cont'd) Sill Plate to Foundation Connection-line-2 Connection: 1/2 "dia.Anchor Bolts @ j24 o.c. Design Sill Plate to Foundation Connection w 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 Z//= 680 Ib ad Duration Factor ftt t 10 NSI/AF&PA NDS Table 2.3.2 CD = 1.6 w. le Lateral Capacity for Bolt in Single Shear Parallel to the Grain A SI/AF&PA NDS Table 10.3.1 Z' = Z/1 CD= 1088 11b Vfloor2= 7 536 plf Ref. SheetOgg 14& 15 a Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing 04119/18 Load at anchor bolt= 536 plf x 24 .:,"o.c. _ =x:1072 Ib .,.,. CSI = Load at anchor bolt/Z' CSI Shear=> CSI = 1072yN Ib / 1088-1 Ib = 0.99 Check Compression Perpendicular to the Grain 1/8in 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 0 ,plf See page 4 and 0�_4plf See page 18A Uniform Uplift Load = 0 _ 'plf Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = 1"0 wpif x 24 . "o.c. Concentrated Uplift Load = ': 0' 1b Allowable Compression Stress Perpendicular to the Grain FAL = 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= 22 -((Tr/4) (0.5 + 1/16)^2) _ LL 3 314 'in2 Allowable Compression Load Perpendicular to the Grain P� = F� L;Awasher= 565 psi x 3.751 in2 = j: 2124; lb CSI Uplift=> CSI = Load at anchor bolt/Peaera = u.0 Ib / i 21201 Ib = 0.00 Total CSI = CSI shear+CSI uplift= Q.99 ,+ 0.00 = 0.99 OK JOB PRE-32472 SHEET NO 27B OF 44 CALCULATED BY DB DATE 4/912018 CHECKED BY DATE Anchor.Bolt.Spacirig OK Slidinq Connections (cont'd) Sill Plate to Foundation Connection -line—A Connection: 1/2,', dial Anchor Bolts @ 42 O.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 Z11= 680 . 1b -ad Duration Factor NSI /AF&PA NDS Table 2.3.2 CD 1.6 lo ble Lateral Capacity for Bolt in Single Shear Parallel to the Grain SI ZI AF&PA NDS Table 10.3.1 Z/1 CD 1088 lb 08825 7-i & 6 Vfloor2 164 `i;plf Ref. Sheet Load at anchor bolt= VfIoor2 x Anchor Bolt Spacing 04/19/18 Load at anchor bolt= 164 i plf x 42 o c. 513 lb CSI = Load at anchor bolt Z' CSI Shear=> CSI = .573^N1 lb 1088' lb = 0.5 Check Compression Perpendicular to the Grain 1181n 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 = Mak of 89 plf See page 4 and plf See page 18A Uniform Uplift Load = 231 plf Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing J Concentrated Uplift Load a 311 ]plf X -42, o.c. Concentrated Uplift Load = 8,08 :Ib Allowable Compression Stress Perpendicular to the Grain Fc = 565PSI ANSI/AF&PA NDS Table 4B Try 2 "square washer w/ 1/2 "Anchor Bolt(Assume 1/16" oversized hole) Area of Washer Awwher= 2'2rl �-I. 2 -((Tr-IT/4) (0.5 + 1/16)^2) 314 in Allowable Compression Load Perpendicular to the Grain P,L = Fc-L Awasher= 565 #psi X 1751 In2 = 3 2120 =Ib CSI uplift=> CSI = Load at anchor bolt/P, 808 perp ilb 2120 lb = 0.38' Total CSI = CSI shear+CSI uplift= 0,53 + 0.38 0;91 'OK JOB PRE-32472 SHEET NO. 27C OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE ^ Anchor Bolt S acing:OK Sliding Connections (cont'd) Sill Plate to Foundation Connection -line_B Connection: 1/2 "dia. Anchor Bolts @ i 42 o.c. Design Sill Plate to Foundation Connection Assume 1/2`^i"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 # ; $LL{ ANSI/AF&PA NDS Table 2.3 2 CD = 1.6 gAI wable Lateral Capacity for Bolt in Single Shear Parallel to the Grain NSI /AF&PA NDS Table 10.3.1 Z. = Z, CD = 1088 'Ib r�p Vfloor2= ' 04 plf Ref. Sheet ; 14 9, 15 - Load at anchor bolt= Vfloor2 x Anchor Bolt Spacing 3 Load at anchor bolt= 164' ;plf X ' --42 O.C. _ `573 x Ib 04/19/18 CSI = Load at anchor bolt/Z' CSI Shear=> CSI = _ 573N Ib / ;^.1088, Ib = 0y53• ; Check Compression Perpendicular to the Grain 1/8in4hick 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 plf See page 4 and 278 , plf See page 18A Uniform Uplift Load = i .278 plf Concentrated Uplift Load = Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load = ` 278 'plf x , 42 "o.c. Concentrated Uplift Load = ,974 ;Ib Allowable Compression Stress Perpendicular to the Grain Fc-L _ 565 i psi ANSI /AF&PA NDS Table 4B Try 2 If square washer w/ 1/2 "Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Awasner= 22 -((Tr/4) (0.5 + 1/16)^2) _ 3,3A:1 int Allowable Compression Load Perpendicular to the Grain Pcj = FAL Awasher= 565 'Psi X 3.751 in = 21120 ,;Ib CSI Uplift=> CSI = Load at anchor bolt/Pc aera = 974 Ib / 2120 Ib = 0.46,;" Total CSI = CSI shear+CSI uplift= 0,53 + 0.46 = 0.99QK: JOB PRE-32472 SHEET NO. 28 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Sheathing Connections Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads � Ig �. 3 Sec Gust Wind Speed = 136 3 mph ' CC uy t rryy rr O �r^+ yp�,'. a3 See pages 13D thru 13F for pressure calcs. 04/19/18 Wind Importance Factor= T 1.00 _..; Wind Exposure= C C&C Pressures Adjusted Interior Suction Pressure= 25.2 'psf Zone 1 Adjusted Perimeter Suction Pressure= 26.0 psf Zone 2 Adjusted Overhang Suction Pressure= 411.4 psf Zone 2 OH Adjusted Overhang Suction Pressure= 41.4 psf Zone 3 OH Perimeter Edge Zone Width Minimum Building Dimension = 27:5,,'ft. Z= 10% Minimum Building Dimension = 2.75, ft. But not less than 3 ft. Roof Framing Spacing = 16, ,in. o.c. _. Roof Unit Suction Load from Wind Framing Spacing in ft. D.C. Interior Zone= 25 psf x . 1.33 ft. = > 34. plf Perimeter Edge Zone= -26 psf x 1.33' ift. = 35 Iplf Overhang Zone= All psf x 1.33 ft. = 66 plf JOB PRE-32472 SHEET NO 29 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Sheathing Connections (cont'd) Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads Roof Sheathing: 7/16"OSB (Unblocked)E Fastening: 0.113"x2" nails at 6i" o.c. panel edge fastening and 12 " D.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= i 0.438 ;in. Nominal Nail Withdrawal Design Value ANSI /AF&PA NDS Table 11.2C W= , v :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 1 lb/in. Length of Nail Penetration Lp= L-t= ° 1.563 in. Withdrawal Capacity per Nail W' LP = 45 . lb Required Suction Load Capacity Interior Zone= j 34; pif Ref. Sheet 28 Perimeter Edge Zone =is 35 pif Ref. Sheet ; 28 Overhang Zone= 1µ 55 pif Ref. Sheet 28 ; Required Fastening Interior Zone= 12 "O.C. Perimeter Edge Zone= 6 "o.c. Overhang Zone= 6 "O.C. "yl rt 04/19/18 JOB PRE-32472 SHEET NO 30 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Sheathing Connections (cont'd) Roof Sheathing Design Roof Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement Max Vroof= 10901 Ib B = 27.5 ft. vroof= 198 pif Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G = 0,42 Roof Sheathing: 7/16"OSB(Unblocked) Fastening: 0.113"x2" nails at 6 "o.c. panel edge nailing and 12 " o c. field nailing Tabulated Value= 161 pif vs = 1.4 (Tab Value) See Supplement Table 2C Footnote 1 225.4 plf > 198 plf OK 04/19/18 JOB PRE-32472 SHEET NO 31 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Sheathing Connections (cont'd) Floor Sheathing Design Floor Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement Max Vfloor= 10930 Ib B = 27.5 ft. •vfloor= 199 plf Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G = 0.42 Floor Sheathing: 5/8in OSB(Unblocked) Fastening: 0.113"x2" nails at 6 " o.c. panel edge fastening and 12 "o.c. field fastening Tabulated Value= 170.2 ,plf vs = 1.4 (Tab. Value) See Supplement Table 2C Footnote 1 = 238.3 plf > 199 plf OK �y iE v i' w•d 04/19/18 JOB PRE-32472 SHEET NO 32 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Sheathing Connections rir Po=`n " Wall Sheathing FrJ ; N Design Wall Sheathing Connection to Resist Suction Loads 3 Sec Gust Wind Speed = 136 mph 04/19/18 See pages 13D thru 13F for pressure calcs. Wind Importance Factor= Wind Exposure= C Adjusted Interior Suction Pressure (Zone 4) = 25.2 psf Adjusted Perimeter Suction Pressure (Zone 5) = 3Q.9 psf Perimeter Edge Zone Width Minimum Building Dimension = 27.5 ft. Z= 10% Minimum Building Dimension = 2.75 ft. But not less than 3 ft. Wall Framing Spacing = 16 in. o.c. Roof Unit Suction Load from Wind Framing Spacing in ft. o c Interior Zone= 25 psf x 1,33 ft oc. = 34 plf Edge Zone = 31 psf x 1.33 ft oc. = 41 plf JOB PRE-32472 SHEET NO 33 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Sheathing Connections (cont'd) Wall Sheathing Design Wall Sheathing Connection to Resist Suction Loads Wall Sheathing: ,47/16"-OSB Fastening: 0.113"x2" nails at 6£"o.c. panel edge nailing and 12 " D.C. field nailing Specific Gravity of Wall Framing G = 4.42 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 Fin. Withdrawal Capacity per Nail W' LP = .45 M Ib Required Suction Load Capacity Interior Zone= 34 ' plf Perimeter Edge Zone= ' 41 Of Required Fastening �r- Interior Zone= g 12 " O.C. Perimeter Edge Zone=` 6 " 0.C. 04/19/18 JOB PRE-32472 SHEET NO 34 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Roof is made with Trusses. No Rafters Connections Required Oz a r;, 4 04/19/18 JOB PRE-32472 SHEET NO 35 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Roof is made with Trusses. No Rafters Connections Required �•'�'� Fix i 5`;.'a•a^�..y ', vF 04/19/18 JOB PRE-32472 SHEET NO 36 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Truss Field Connections Reference attached truss print Required Field Joint Connections-Compression(Ib)/Tensions(Ib)/Shear(lb)/Moment(lb) Truss Number• HM585825 Ridge Connection "6" 245 / 87 / 99 / 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 x 2 nails= 156 lbs Flip Connection "5" 245 / 87 / 99 / 0 Use: 1 114"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 x 2 nails= 156 lbs Kneewall Connection "9" 818 / 573 / 424 / 0 Use: LTS12& (2)0.131"x3.0" nails toed 04/19/18 JOB PRE-32472 SHEET NO 36A OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Truss Field Connections Reference attached truss print Required Field Joint Connections-Compression(lb)lTensions(Ib)/Shear(lb)/Moment(lb) Truss Number: HM309608. Ridge Connection "7" 154 / _ 87 ? / f 64 s / 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 Flip'Connection "6" 154 / 87 / 64 / 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 x 2 nails = 156 lbs Kneewall Connection "12" 395 / 464 / ' 170 / 0 Use•;LTS12 & (2)0.131"x3.0" nails toed a4 b fig&mx 04/19/18 JOB PRE-32472 Y SHEET NO 37 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Roof is made with Trusses. No Rafters Connections Required 04/19/18 JOB PRE-32472 SHEET NO 38 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference Roof Truss to 2nd Story Wall 244lf Simpson Strong-Tie MTS18 (6)0.148mxl.5in nails each Stud Connection pend Sheet 5 @16inoc. Or ! fr. 42 ii q 0 v 04/19/18 � r _ 0 v 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-32472 SHEET NO 38A OF 44 CALCULATED BY DB DATE 4/9/2018 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-1 151 plf 6 in o.c 2 rows of 0.113"x2.0"Nails line-2 278 plf 6 in o.c. U) 7/16"OSB/PLY overlap line_A 167 plf 6 in o.c. C 2 rows of 0.113"x2 0"Nails O j 2nd Story Floor line_B 167 plf 6 in o c. C Band to 1st Story 6 = Ceiling Band V Connection 7/16"OSB/PLY overlap 2 rows of 0.113"x2 0"Nails Q, line-2 278 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 Wall Stud 6 Connection 7/16"OSB/PLY overlap line-1 0 plf 6 in o.c. 2 rows of 0 113"x2.0"Nails line-2 278 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. Cry EQy� a� 04/19/18 r JOB PRE-32472 SHEET NO 38B OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Design Summary Location Connection Wall Force Spacing Reference 7/16"OSB/PLY overlap floor line—A 391 plf 5 in o.c. rim joist min.3" 1st Story Wall line_B 456 plf 4 in o.c. Stud to Floor 0 113m x 21n nails 6A N Band Connection line—1 88 plf 6 in o c. Use 2 rows of fasteners along — bottom edge of panel line-2 0 plf 6 in o.c. G O V 7/16"OSB/PLY overlap sill line—A 391 plf 3 in o.c. plate 1.5" CL :3 line_B 456 plf 3 in o.c. Floor Band to Sill Plate Connection 0.1131n x tin nails Sheet 7 Use 1 row of fasteners along line-1 88 plf 6 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. 04/19/18 JOB PRE-32472 SHEET NO. 38C OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference Roof Truss to 2nd Story Wall 286lf Simpson Strong-Tie LSTA12 (10)0.148"x2.5"nails Sheet 11 Stud Connection p (5 each end of strap) @ 32 in o.c. Tfe -1 1 ` cc 402 e .Ca :r+ m 04/19/18 c c O 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-32472 SHEET NO 38D OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference 2nd Story Wall Stud to 2nd 227 plf Simpson Strong-Tie LSTA12 (10)0.1481nx2.5in nails 11A Story Floor Band Connection (5 each end of strap) 32 in o.c. N 2nd Story Floor Band to 1st Simpson Strong-Tie LSTA15 (12)0.1481nx2.5in nails- Story Ceiling Band Connection 454 plf 11A (One Side Only) 16 in o.c. (6 each end of strap) d ea L C 1st Story Ceiling Band to 1st 227 If Simpson Strong-Tie LSTA12 (10)0 1481nx2.5in nails 11B Story Wall Stud Connection p (5 each end of str„ p�•; 32 in o c. C 04/19/18 1 st Story Wall Stud to Floor 227 plf Simpson Strong-Tie LSTA12 (10)0 148"x2.5"nails 11B Girder Connection (5 each end of strap) @ 32 in o.c. Floor Girder to Foundation 168If Fasten on-site for listed 11B Connection p 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-32472 " SHEET NO. 39 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Design Summary(con'd) Location Force Exterior Panel Interior Panel Reference 2nd Story Wall-line—1 7/16"OSB w/0.131"x2.5"nails 151 plf @ 6"o.c.panel edge&12"o.c. Sheet 18 Perforated field nailing(exterior) 2nd Story Wall-line—2 7/16"OSB w/0.131"x2.5"nails 212 plf @ 6"o.c.panel edge&12"o.c. Sheet 18 Perforated field nailing(exterior) 2nd Story Wall-line—A 7/16"OSB w/0.131"x2.5"nails 102 plf @ 6"o.c.panel edge&12"o.c. Sheet 18 Perforated field nailing(exterior) 2nd Story Wall-line_B 7/16"OSB w/0.131"x2.5"nails 98 plf @ 6"o.c.panel edge& 12"o.c. Sheet 18 >, Perforated field nailing(exterior) E H N Q cc 1st Story Wall-line—1 7/16"OSB w/0.113"x2"nails @ 70 plf 6"o.c.panel edge&12"o.c.field 18A dPerforated nailing(exterior) 1st Story Wall-line 2 7/16"OSB w/0.113"x2"nails @ 7/16"OSB w/0.113"x2"nails @ 747 plf 3"o.c.panel edge&12"o.c.field 3"o.c.panel edge&12"o.c.field 18A Segmented nailing(exterior) nailing(interior) 1st Story Wall-line A 7/16"OSB w/0.113"x2"nails @ 231 plf 3"o.c.panel edge&12"o.c.field t� j 8A Perforated nailing(exterior) �" 4L / . 1 �� a �F Ci 7/16"OSB w/0.113" @ x2"nails b 1st Story Wall-line B E. 278 plf 3"o.c.panel edge&12"o.c.field nailing(exterior) ttt Perforated 825C 04/19/18 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. 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. APPROV D AS NOTED_ All exterior lighting installed,replaced or DATE: t B.P: 3� ;? repaired shall conform FEE: BY: to Chapter 172 DEPART NOTIFY BUILDING AT of the Town Code 765-1802 8 AM. TO 4 PM FOR-THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED Blower door FOR POURED_CONCRETE and ductwork 2. ROUGH - FRAMING & PLUMBING 3. INSULATION testing required. 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW Must provide Manuals YORK STATE. NOT RESPONSIBLE FOR I), J and S as per DESIGN OR CONSTRUCTION ERRORS. NYS Energy Code COMPLY WITH ALL CODES OF PLUMBER CERTIFICATION NEW YORK STATE & TOWN CODE; ON LEAD CONTENT BEFORE AS REQUIRED AND CONDITIONS OF CERTIFICA TE OF OCCUPANC, SOLDER USED IN WATER — -- J SUPPLY SYSTEM CANNOT Pn D EXCEED 2/fO,OF i% LEAD. N.Y.S.DEG PLUMBING ALL'PLUMBING WASTE ',.&.WATER LINES NEED d, ll�lCa B FORE COVERING OCCUPANCY OR DO NOT PI40EEED WITH USE I UNLAWFUL FRAMING'UNTIL SURVEY OF,FOUNDATION LOCATION WITHOUT CERTIFICATE HAS SEEN APPROVED. OF OCCUPANCY (ELECTRICAL INSPECTION REQUIRED DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,014 Provide Engineer's Certification that the drainage has been Installed to Code. TRUSS PLACARDING REQUIRED 41 INDEX - 5 MODEL- LIST "" k SHEET a RRNCH - 1 FRMILY NUMBER DESCRIPTION DRAWN REVISION NUMBER DESCRIPTION` DATE .RTE OF le COVER SHEET 3-22-91 8-18-2017 7a CROSS SECTION for 2a,h,q 3-22-91 6-01-2016 2b CRPE - 1 FRMILY 7a1 �2c RAISED RRNCH - 1 FRMILY 2a TYP RRNCH PLAN 3-22-91 6-01-2016 7a_2 RESERVED FOR LATER USE '" - 2d RRNCH ELL - 1 FRMILY 2b TYP CAPE PLAN 3-22-91 5-01-2016 7s_3 ALTERNATE BRRCED WALL 11-1-2005 8-18-2017 2e RANCH TEE - 1 FRMILY 2c TYP RAISED RRNCH 3-22-91 6-01-2016 DETAILS 2f SPLIT LEVEL ELL - 1 FRMILY 2d TYP RRNCH ELL 3-22-91 6-01-2016 RLTERNRTE BRRCED WALL 2 SPLIT LEVEL TEE - 1 FRMILY 2e TYP RRNCH TEE 3-22-91 6-01-2016 7a_4 DETAILS 6-01-2016 "-! 2h RANCH - 1 or 2 FRMILY 2f TYP SPLIT LEVEL ELL 3-22-91 6-01-2016 7b, CROSS SECTION for 2b 3-22-91 6-01-2016 z RAISED RRNCH - 1 or 2 FRMIL 2 TYP SPLIT LEVEL TEE 3-22-91 6-01-21316 7c CROSS SECTION for 2c,1 3-22-91 6-01-2016 2 2 STORY - 1 FRMILY 2h RRNCH- 1 STORY- 1 FRMILY 3-22-91 6-01-2016 7d CROSS SECTION for 2d,e 3-22-91 6-01-2016 2k 2 STORY - 2 FRMILY RTTRCHED OR 2 FRMILY 7e CROSS SECTION for 2f, ,I 3-22-91 6-01-2016 1 2k_1 12 STORY UPPER/ OWER - 2 FRMILY RRISED RRNCH- 1 FAMILY 7f CROSS SECT. for2l,k,k�,n 3-22-91 6-01-2016 -21 END TO END SPLIT - 1 FRMILY Zt RTTRCHED OR 2 FRMILY 3-22-91 6-01-2016 7f_2 CROSS SECT for 2s 2-15-1995 6-01-2016 2m CONTEMPORARY 2 STORY - 1 FRMILY 21 TYP 2 STORY 3-22-91 6-01-2016 79 9/12 OR 12/12 ROOF OPTION3-22-91 6-01-2016 (2n SINGLE FRMILY ATTRCHED - 1 FRMILY 2k 2 STORY- 2 FAMILY 3-22-91 6-01-2016 79-1 12/12 VAULTED ROOF OPT 3-22-91 6-01-2016 20 1 MODULE RRNCH - 1 FAMILY 9_1 2 STORY UPPER/LOWER 2 FRMILY 6-14-93 6-01-2016 79_2 7/12 VRULTED ROOF OPT. 8-10-2006 6-01-2016 1 2p 1 MODULE WIDE 2 STORY - 1 FRMILY ZI END TO END SPLIT LEVEL 3-22-91 6-01-2016 7g_3 VAULTED ROOF FRAMING DET.10-31-2008 6-01-2015 2 3 MODULE RANCH - 1 FAMILY 2m TYP CONTEMPORARY 2 STORY 3-22-91 6-01-2016 7h CROSS SECTION for 2m 3-22-91 6-01-2016 2r SRLT BOX - 1 FRMILY hA Is y2n 1 FRMILY ATTACHED- 2 STORY 3-22-91 6-01-2016 71 OPT. CROSS SECTION for 2 3-22-91 6-01-2016 (2s 3 MODULE 2 STORY - 1 FRMILY 20 TYP SINGLE MODULE RRNCH 3-1-93 6-01-2016 71 RLTERNRTE CONST. DETAILS 3-22-91 6-01-2016 2t ALTERNATE 2 STORY - 1 FAMILY 2p TYP SINGLE MODULE 2 STORY 3-1-93 6-01-2016 7k ALTERNATE CONST. DETRILS 3-22-91 6-01-2016 INDICRTEs MODEL 6 PAGES 2 3 MODULE RRNCH PLRN 3-22-95 6-01-2016 71 ALTERNATE CONST. DETAILS 3-22-91 6-01-2016 X DONTRINED IN SET 2r SALT BOX 3-22-95 6-01-2016 7m RLTERNRTE CONST. DETAILS 3-22-91 6-01-21316 NUMBER OF PAGES IN THE SET NOT TNCLUDDJG COVER SHEET 2s 3 MODULE 2 STORY PLAN 2-13-95 5-01-2016 7n RLTERNRTE CONST. DETRILS 3-22-91 6-01-2016 DRAWINGS SUBMITTED ON LE55 THAN 24"x 36" 2t RLTERNRTE 2 STORY 3-22-95 6-01-2016 7P CROSS SECTION for 20 3-1-93 6-01-2016 SHEETS HAVE BEEN PHOTOGRAPHICALLY REDUCED. 7q CROSS SECTION for 2p 3-1-93 6-01-2016 2E_1 OPTIONAL ELEVATIONS 3-22-91 6-01-2016 ZE_2 OPTIONRL ELEVATIONS 3-22-91 6-01-2016 Ba FRAMING DETRILS 3-22-91 6-01-2016 Bb FRAMING DETRILS 3-22-91 6-01-2016 Bc FRAMING DETRILS 3-22-91 5-01-2016 3a SCHEDULES b NOTES 3-22-91 8-18-2017 Bd FRRMING DETRILS 1-13-98 5-M-2016 3b SCHEDULES d NOTES 3-22-91 8-18-2017 Be FRRMING DETRILS 4-23-10 5-01-2016 STRUCTURRL SCHED. & NOTES B-01-2D16 8e-1 FRAMING DETAILS B-o1-2013 6-01-2016 3. 35 - 61515F GSL 3-1-93 8f FRAMING DETAILS 1 9-03-10 6-01-2016 3c_L STRUCTURRL SCHED 6 NOTES 3-1-93 6-01-2016 65 - 90 PSF GSL 9a FIRE RATED RSSEMBLY DETRILS 3-22-91 6-01-2016 2 FRMILY 3-22-91 6- 4e FOUNDATION for 2a,b,I,m 3-22-91 6-Ol 2016 FIRE RATED ASSEMBLY DETRILS _ 9b 131-21316 4b FOUNDATION for 2c 3-22-91 6-01-2016 2 FRMILY 4c FOUNDATION for 2d,e 322-91 6-01-2016 9c FIRE RATED ASSEMBLY DETRILS 3-22-91 6-01-2016 $r' � 4d FOUNORTION for 2f,9 3-22-91 6-01-2016 UPPER/LOWER - 2 FAMILY 4e FOUNDRTION for 2h,k,k_1 3-22-91 5-01-2016 9c_l GRRRGE FIRE RATED R55EMBLTES 6-01-2016 a 4f FOUNDATION for 21 3-22-91 6-01-2016 9c-21 GRRRGE FIRE RRTED F6SEMB.IES 6-01-2016 f}oY• 1•� 14g I FOUNDATION for 21 3-22-91 6-01-2016 9d ZERO-LOT-LINE FIRE RATED 11-18-96 6-01-2016rst� d` ' 4h FOUNDATION for 2n 3-22-91 6-03-2016 ASSEMBLY DET. - 1 STORY 41 FOUNDATION for 2o,p 3-1-93 6-01-2016 9e ZERO-LOT-LINE FIRE RATED 11-18-96 6-131-2016 9/2L/I7 4j FOUNDATION for 2 3-22-95 6-01-2016 ASSEMBLY DET. - 2 STORY 4k FOUNDATION for 2s 4-23-2010 6-01-2016 9f THRU-PENETRRTION RSS'Y 4-01-2013 6-01-2016 Sa ELECT d HEAT for 2a 3-22-91 6-01-2016 5b ELECT 6 HEAT for 2b 3-22-91 6-01-2016 l0e_ ATTIC HVRC DUCT SYSTEM 3-22-91 6-01-2016_ --- -- ---'- - __ --- —— —— --- SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL Sc ELECT d HEAT for 2c 3-22-91 6-01-2016 TYPICAL HVRC DUCT SYSTEM - DESIGN LORDS MUNCY HOMES, INC. - PLANT LOCATIONS NOTES sd ELECT d HEAT for 2d,e,f, 3-22-91 6-131-2016 10b 4-1-97 6-01-2016 RRNCH RND CAPE MODELS FLOOR: 40 PSF LIVING - 30 PSF 51 EEPING PLANT NUMBER 1: SALES DIVISIONS: L DISCRETE MODELS(PLANS HAVING THE SAME SPECIFIC STAIRS: 40 PSF 1567 PA ROUTE 442 MUNCY HOMES OR REVERSED ROOM ARRANGEMENT AND/0R 5e ELECT d HEAT for 2h 3-22-91 6-01-2016 lDc TYPICAL HVRC DUCT SYSTEM 4-1-97 6-01-2016 DECKS AND BALCONIES: 60 PSF MUNCY, PR 17756 SUPERIOR BUILDERS THESEARCHITECTURALDRAWINGS STYLET SHALL DI PREPARED FROM 5f ELECT d HEAT for 21 3-22-91 6-01-2016 2 STORY MODELS THESE DRAWINGS WITH OUT MOOIFICRTIDN,ADDITION PREMIER BUILDERS OR DELETION IN ANY MANNER. S9 ELECT d HEAT for 2,t,k 3-22-91 6-01-2016 ATTICS WITHOUT STORAGE: 10 PSF PLANT NUMBER 2: 2. BATH,TOILET AND SHOWER ROOM LAYOUTS SHALL BE ATTICS WITHOUT STORAGE FIRE THOSE 1565 PR ROUTE 442 DERIVED FROM BHT 6e.MINIMUM FIXTURE CLEARANCES, 59-1 ELECT d HEAT for 2k,. 6-24-93 6-01-2016 WHERE THE MAX. CLEAR HEIGHT BETWEEN MUNCY, PR 17756 LIGHT 6 VENT SHALL BE COMPLIED WITH Sh ELECT d HEAT for 21 3-22-91 6-01-2016 JOIST RND RAFTER IS LE55 THRN 42 MINIMUM ROOM DIMS,AREAS,LIGHT,VENT AND EGRESS 51 ELECT d HERT for 2m 3-22-91 5-01-2016 INCHES, OR WHERE THERE RRE NOT 2 OR PLANT NUMBER 3: FOR HABITABLE SPACES SHALL BE COMPLIED WITH. MORE ADJACENT TRUSSES WITH THE SAME 1567 PR ROUTE 442 3. KITCHEN LAYOUTS SHALL BE DERIVED FROM BHT 6. 5I ELECT d HEAT for 2n 3-22-91 5-01-2016 WEB CONFIGURRTION CAPABLE OF MUNCY, PR 17755 MINIMUM LIGHT AND VENT SHALL COMPLIED W MINIMUM ROOM DIMS,ENTAREAS,LIGHTT.,VENT AND EGREITH SS Sk IELECT b HERT for 20 3-1-93 6-01-2016 CONTAINING R RECTRNGLE 42 INCHES HIGH FOR HABITABLE SPACES SHRLL BE COMPLIED WITH. 51 ELECT 6 HEAT for 2P 3-1-93 6-01-2016 BY 2 FEET WIDE OR GREATER. MODULES TO BE MRNUFACTURED BY 4. CLOSETS MAY BE ANY SIZE AND PLACED ANYWHERE MINIMUM ROOM DIMS,AREAS,LIGHT,VENT AND EGRESS 5m ELECT b HEAT for 2q 3-22-95 6-01-2016 MUNCY HOMES, INC FOR HABITABLE SPACES SHALL BE COMPLIED WITHDEPARTMENT OFSTATE RTTICS WITH LIMITED STORRGE: 20 PSF CL05ET5 OR STORAGE AREAS SIZED AS HABITABLE Sn ELECT 6 HERT for 2r 3-22-95 6-01-2016 DIVISION OF BUILDING STANDARDS AND CODES USE GROUP:'DETACHED ONE d TWO FRMILY DWELLINGS ALBANY,NY 12231-ND7 ATTICS WITH LIMITED STORAGE AND SPRUE SHELL COMPLY WITH HABITABLE SPACE So ELECT for 2s 3-22-95 6-01-2016 CONSTRUCTED WITH TRUSSES, THIS LIVE RND/OR TOWNHOUSES REQUIREMENTS.SEE SNT sa Sdmp plAppmvaliore System,Modal or rampaneM LORD NEED ONLY BE RPPLIEO TO THOSE CONSTRUCTION TYPE: V-B UNPROTECTED S. FOR DOOR AND WINDOW SCHEDULES,ENERGY SUMMARY, Sp HERT for 2s 3-22-95 6-01-2016 M1387 2017-123 10/20/2017 SEE DRAWING 3.FOR SECOND FLOOR STAIR DETRIl.S, 5q ELECT for 2t 3-22-95 6-01-2016 Manufacbaefs Na. AppOmtlpn Na Dale a( nrval PORTIONS OF THE BOTTOM CHORD OF NOT FOR LOCRTION OF THIRD PRRTY LABEL, SEE DRAWINGS 7b.7f,7h,7L 7q. App LESS THAN 2 RDJRCENT TRUSSES WITH CERTIFICRTION LABEL RND DRTR PLATE, SEE B. NFPR 130 FIRE 5PRA➢CLER 5Y5TEM5 ORiL91 s z NYS 5r HEAT for 2t 3-22-95 6-01-2016 NOT CE TMs eppovel sappG®Ma Doty eTma manparenmM heh lmy renu6du THE SAME WEB CONFIGURATION GENERAL NOTES - 2 NOTE tt7, SHT 3b 2017 UC5)PRE REDD FOR 1 a 2-FRMILY DWELLINGS AND nw ungs(MLd-)Mmfacdmedanda�nbbdatdwkctym catch eretacMty. TOWNHOUSES WHEN THE BUILDING HAS R HEIGHT OF. TMaappwalsha mrelksu ffmfactLmfiwmp=lwfmdenaomL%ams CONTAINING R RECTANGLE 42 INCHES 1)3-STORIES ABOVE GRADE PLANE ormnmI.ft.tlnappmvedd-..tL HIGH BY 2 FEET WIDE OR GREATER RPPi TrRF31 F CODFS b STRNDRROS: M 2-STORIES MOVE GRADE PLANE 6 HABITABLE ATTIC Allab.lalad eslbadad—dbrappwMbyOebal Cade Enbm-m AC®daL ATTIC SPACES SERVED BY R FIXED STAIR 3)3-STORIES ABOVE GRADE PLANE 6 HABITABLE ATTIC 6a MISCELLANEOUS D AILS 3-22-91 6-131-2016 , SHALL BE DESIGNED TO SUPPORT THE - 2015 IRC WITH SPECIFIC CODE PRINTINGS, DEFINITION 8202 BASEMENT:A STORY THAT IS NOT Br MINIMUM LIVE LORD SPECIFIED FOR APPENDICES, b REF'D STANDARDS RS IDENTIFIED R STORY ABOVE GRADE PLANE (SEE ALSO"STORY _6b TYP PLUMBING - RLL MODE 3-22-91 848-2017 Jph, Add ano,PEk&q DImctor DhilMdreades,RA IN THE 2017 UNIFORM CODE SUPPLEMENT (UCS). ABOVE GRADE PLANED M 6b_i PLUMBING for 2,k,k_1 3-10-97 6-01-2016 SLEEPING ROOMS (30 PSF). -DEFINITION RZ02 STORY ABOVE GRADE PLANE:ASTORY - NYS 2016 ENERGY CODE - REF THE 2015 IECC HAVING ITS FINISHED FLOOR SURFACE ENTIRELY ABOVE Sc PLUMBING for 2m,n,p 3-22-91 6-01-2016 WIND: 3513, EXP. C (std) EXP. D (opt) WITH SPECIFIC CODE PRINTING, APPENDICES, GRADE PLANE, OR IN WHICH THE FINISHED SURFACE OF 90 - 120 mph NOMINAL (Vasd) b REF'D STANDARDS RS IDENTIFIED IN THE 2016 THE FLOOR NEXT ABOVE IS EITHER OF THE FOLLOWING 116 - 139 mph ULTIMATE (Vult) ENERGY CODE SUPPLEMENT (ECS) RLL 2016 UCS 1)ENTIRE NTI ETrw MORE R9�GRADE ABOVE GRACE MOP ANE. MASTER SERIES REFERENCES IN THE NYS 2016 ENERGY CODE SHALL 140 mph ULTIMATE 6 TOPOGRAPHIC WIND THAN SOX OF THE TOTAL BUILDING PERIMETER EFFECTS REQUIRE ENGINEERED DESIGN INSTERD REFENCE THE 2017 UCS. 3)MORE THAN 12 FT ABOVE FIN GROUND LEVEL AT INDEX ENERGY CONSERVATION COMPLIANCE SHALL BE ANY ONE POINT. THROUGH CHAPTER 11, COMPUTER SOFTWARE RS WHEN THE 15T OF 3-LEVEL5 IS CONSIDERED A BASEMEN GROUND SNOW LORD - Pg: 35 - 90 (FIG R301.2(5)) THROUGH ON-THE DEFINITIONI INCLUDING TRADITIONAL 6 COVER SHEET PROVIDED IN SECTION N110215 - RE WALK-0OUT BASEMENTS,prID THE NEXT 2-LEVELS ABOVE SEE AS BUILT FLOOR PLAN FOR WIND AND RESCheck CALCULATIONS SHALL BE DOONENE FOR EACH ARE STORIES ABOVE GRADE PLANE(BASED ON THE MUNCY HOMES, INC. SNOW DESIGN LORDS UNIT AND SHRLL BE PROVIDED TO THE AUTHORITY DEFV4Mcw,AN AUTOMATIC FIRE SPRINKLER SYSTEM IS 1 HAVING JURISDICTION. "Nor REQUIRED 1557 PR ROUTE 442 - RSHRRE 901-2013 (RS INDENTIFIED IN THE 2016 ECS) WHEN THE 15T OF 3-LEVELS(WHETHER INHABITED OR SEISMIC DESIGN CATEGORY: B, C OR DO UNUSED UNDER-FLR SPACE)IS CONSIDERED R STORY MUNCY, PR 17756 TOWNHOUSES SHALL BE DESIGNED TO SEISMIC - NEC 2014 ABOVE GARDE PLANE(BASED ON THE DEFINITION)AND THE L�OR DO PER R301.2.2. DETACHED ONE RND - NFPR 13D 2015 NEXT 2-LEVEL5 ABOVE ARE RL50 STORIES ABOVE GRADE TWO FRMILY DWELLINGS LOCATED IN SEISMIC - ASCE 7-2010 PLANE(BASED ON THE DEFINITION),AN AUTOMATIC FIRE DRN BY DRTE SCRLE I REV. SHT.N0. - NDS 2015 SPRINKLER SYSTEM"IS REQUIRED. DESIGN CATEGORY C ARE EXEMPT FROM THE 7.-FOR FIRE RATED ASSEMBLIES,SEE DRAWINGS 9 � DATABASE NAME MJL 3-22-91 NONE 8-18-2017 la SEISMIC REQUIREMENTS. O1\laml N ` s SA � 50'-011 40'-0" 31'-0" 17'-6" 8'-7 1/4" 1_ u t t REF STRUCTURAL SCHEDULE t t 38'-0 1/2 Pg 1371115+11 FOOT NOTE 02 SHTG HDR=3-2:dOSPF2 (DBL-JRC 21-51 3-z�SPF2 „ 3-ZxSST2 STupS 3-3 tDR FIOT�3g FZ6 HDR= 3-9.25" LVL 07BL-JRCK) E27 STUDS n ti �- 30493 Els RO--U7"x795" '�— 3859 O _ _ 2-2x65PF2 STUDS N m y E - 32 , , n in L11, 22'-10 1/2" zxs 824 DW B12 RW36148 m —---- LQ (V F2 PE %%04/19/18 ' " E —4 I a LABELS 14'-1 1/2" PREPRL584ti r, REVIEW ONLY _ 3 j o FLUE COMPLETED r� KITCHEN IN FACTORY THRU Date: 4/23/18 'i 9& I REAR CHASE WALL I z 0_ oD PFS CORPORATION °' � ' ¢ ss" 83s Bz4 e3s LIVING RM , �OWHC �; o� cn Bloomsburg, PA d 295'46 S0. FT. I W C4 iv ;�� I _- LT REO'D/PROV'D: 23B3/23.91+ON-SITE DOOR I �¢ . 4 •� 3-2x15PF2 57tAS En N I � uy� VT REO'D/PROV'D: 1L81/1L33+ON-SITE DOOR I o _ CRNTILEVERE m (DRIFT LORDS THIS ARER- 3 ' FLOOR SUPPORTED L--- Ln 16"oc TRUSSES W/ 1st THREE INCRMTS DBLU) m ATTIC j 6-5;q F14A O rn P-L3-I IN SELF CL05AIG ER MOD EA MOD 2x4SPF2 3-2x4SPF2 2-2x4SPF2 N= _ . M IT-"TE 3-2x45PF2 ER MOD m 'x17'- ' LVL-EA MOD & ER M ,- Nto 36 9Tj 17 i- xi -8" N ' JU N RUN END41 11'-1 1/211 10_11' S'-1" 1_ 11 1 4-2x5SPF2 STUDS '.XN 15 rFd8 MWFS cl 2-SIMPLSTFN SRRPS ' COLIM TO CLGSM LST�EBRM FINDiCSTRWS 0 U .iON ISD COLUMN TO CLG WRM RNO FLR Gamm EA Moo I FLR m FLR mRDER ER Mo0(LE (1&-TOTRU CEFTOTG�rW N ATH 3 LEVEL 00 STAIR WILLS mGARAGE ' ' MLLW TMMWM, 5/8" GYP BD CEILING I ' n o7 (8'-0" CDG HGT) I I _ C3kL6 °7 �0/SWEEP - _ � � mm DINING RM ' ' ® O7 g� 210.x7 50. FT. ; ; ao N L`S LT REQ'D/PROYD: 16.87/2410 I I FOYER ��4- GARAGE WALL CONTINIOUS TO VT REQ'D/PROV'D: 8.43/11.42 I I C0 STU)S 00 SILL PLATE (105 7/8" HIGH) I I ----RPR PORTAL FRAME DESIGN , „ II(SEE SYSTEM SHT#7d-4 5-0 oDETAIL #2) 11'-5" I I Ar 4- 2" 3'-7" tLp 5TUD5 HDR-- 3-Lt25" LVL (3-J) m m _ o STIRS 3- STUDS BWn11 L+" GRRDR Fz7 C14 1 2x6 DOOR & WINDOW DESIGN PRESURE REQUIREMENTS: - 3859 Ez7 3859 Ez7 Ez7 36SL1 1'� "3859SG Ez7 FOLLOWING DESIG�NOWS PRESURE BASED ON 'C7' EXPOSURE,H HAVE THE �ER ►D 38'-0 1/2" 25'-0" MERN ROOF HEIGHT 6 136 mph Vult SHTG 35 - INTERIOR ZONES 45 - CORNER ZONES 44'-0" 30'-311 23'-3" 12'-8 1/2" 7'-9" BLOWER DOOR TESTING BY; NOTE: SEE HIGH WIND DESIGN PLAN lc 6 DESIGN MMARY SHTS FOR HIGH WIl COLUMNS, STUDS, STRAPPING 6 FRSTENIN NY BUILDING TECHNOLOGY GROUP -4'x10' EXT WALL SHTG 1st STORY THOMAS BACCRRELLR A,LMRM F CTL FLOW R;"Fg FIIVI5HED FLOOR <6' ABOVE GRADE I OT I TNF FTR SEPARATTON: - NOT RFO lTRFO NY ,SSI DATA: �' 159 NY-25R BUILDING 1 SUITE B pp2���g SUPP.av�auMa AROUND ENTIRE PERIMETER GSL BRSE(3OL2(5))/ELEV= 30/<1000 MILLER PLACE, NY 11764 �y OL7 UCS is ■ WRLLS/PROJECTIONS >6 FROM LOT LINE GSL REQ'D/DESIGN= 30/35 �wm om mamc m EM 631-495-0289 �uomDGR n SPRFM FOUNDATION TYPE - BASEMENT 1 1 lPREmiERBuiLDERsmvmmOt-0-18 JK IPE DSTORIES ABOVE GARDE - 1 �� WITIDOWS SHALL COMPLY WITH 12 S 15 IRC R312 C09 6122, '06 613.21. SEE SYSTEM04-05-18 JK DB NY NOTE: 4KW MDSET.L9 PER FLUSH 24!' �OaC snrc �� ■® SPRINKLER REQUIRED - NO SHT se, WINDOW NOTE 4. WINDOW SILLS ARE LOCATED 24(MIM AFF. �s�one CF tact xorw,� 03-15-18 DM REV RPPLICRBLE BUILDING CODES .1 f87 Pa Rt Rt VM 0 07016-896 ...3 t m.�._a� 02-08-18 CD REV 2015 IRC; 2015 IECC; 2014 NEC - RLL A5 MODIFIED BY THE NYS 2017 UCS SIDEWALL= 2x6 16 oc WINDOWS= SILVERLINE SH DESIGN SNOW ZONE= 35 GSL w,,,, mno la„�ae 08-31-17 CD REV THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT MRRR WRLL= 2x4 16"oc CLG= R-44, WALL= R-21 ROOF, HSE= 7/12 16"oc (90#) WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH FLOOR JST= 2x].0 16"oc FLR= R-198Y BL.DPJ ROOF, GAR= 7/12 16"oc (50#) TURN KEY / SRNDS MRINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM #M1387-2017-123. CLG. HGT. 9'-0"/S'-0" (SEE RESCHECK) DESIGN WIND ZONE= 136 MPH Vult ■■WARNING: IT IS R VIOLATION OF THE NYS EOUCRTION LAW ARTICLE 145 FOR ANY PERSON, RDOTL BSMT COL - # STRIR OPEN'G(S) BRSED DEST. 930 PLUM ISLAND LANE i STY FLOOR PLAN CUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONAL ENGINEER, LRBFI - ■ ON 825"/9.00" GEOMETRY ORIENT, NY 11957 TO RLTER THIS ITEM IN ANY WAY. SUFFOLK CO. ° mm scRe � ■32 CD 05-27-17 1/4"=1'-0" 472_000 38'-0" 32'-8 1/2" t 28'-6" t 24'-3 1/2" 1 L 10'-6 1/2" t z 1/4" - 3859 O 3859 Az7 3859 Az7 Az7 3049SG 22t F2 STUDSz-�sPFz snAs - EGRESS EGRESS EGRESS 18'-0" D 0 03 1 FV RE4601 m N m 'm►n 10'-1" cm Ln 0 (O (D (V m Ln m BATH 2 Ln3-2diSH 2 57 MS I saiwR w BATH 1 a, 7r WF oo = a1 BE 11 = ' 60SHWR 234 SO. FT. m LT RE0'D/PROV D: 18.72/3615 2'-9" ¢'-11' " i VT REO'D/PROV'D: 9.35/17.13 ,d- cn 30 I 0 /\ 60 i : U)= cnm Arne i 3'-8 1/2" m SS m Q O L---J @30 I 30 1 �_ N I 1 I I I 1 I I 50 T " 'ti3ty - » I I BE 2 BR 3 :° o E, 169 S0. FT. 158.70 50. FT. m ————————''———— LT REO'D/PROV'D: 13.52/2410 LT REOU/PROV'D: 12.70/24.10 VT REO'D/PROV'O: 6.75/1L42 VT REO /PROV D: 6 35/iL42 - I I 04/19/18 I I 4'-0" m 3' 1/2" 13'-0" 12'-2 1/2" m 3'-7" I I I EGRESS EGRESS EGRESS EGRESS � 4„ 3859SG Az7 3859 Az7 3859 Az7 3859SG A27 m m 30'-3" 23-3" X 14'-9" t 7'-9" NOTE: SEE HIGH WIND DESIGN PLAN 2a 6 DESIGN SUMMARY SHTS FOR HIGH WIND COLUMNS, STUDS, STRAPPING 6 FASTENING rev" -4'x9' EXT WALL SHTG 2nd STORY nf.e xm am ornmaaen mm i°vvo m®an" 04-11-18 JK PE NY NOTE: NOTE: WINDOWS SHALL COMPLY WITH '12 6 '15 IRC R312 C09 6122 '06 613.2). SEE SYSTEM REMIER UILDERS �,m°um' 04-05-18 JK DB SHT 3a, WINDOW NOTE 4. WINDOW SILLS ARE LOCATED 24P(MIN) RFF. a sam WK OF�HMM PC "m°�` 03-15-18 DM REV APPLICABLE BUILDING CODES: b87 P� Bt MM. Pa VW a{7aw-m a—a t �-o. 02-08-18 CD REV 2015 IRC; 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS www�xerr�er1 mw®�onus ae 08-31-17 CD REV THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT SIDEWALL= 2x6 15"oc WITH THE PLANS AND SPECIFICATIONS RSSOCIRTED WITH THE APPROVAL ON FILE WITH MRRR WALL= 2x3 16"oc TURN KEY / SANDS MRINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM #M1387-2017-123. FLOOR JOIST= 2x10 16"oc ■■WARN . IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, CLG HGT= 8'-0" 2 STY FLOOR PLAN CUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, LABEL - ■ DW er: ogre so E �. ,� To ALTER THIs ITEM IN ANY WRY. CD 05-27-17 1/4"=1'-0" 32472_000 11 SWITCH AND WIRE FOR UNDER CAB LIGHTS (2) 3 -- ------------------ 3 I 1 3 /� SS 6 1 MFr1 1 3 ■l11 L�_1.: S3D38- J 6 7ZAFF 6 6 ' S3S--J 2/ I DW1$ -- - I _ 20 • I ;I 3iI I I i iI R 3 — 3R + 3 2 r I I I I I I F17 :6 1ILI 1 I20 �qI I I I I I V rF 3 3 +3 29WF i CE I I I I I '1 13_ I 1 1 I I I I I I I 1 I I 1 - I 'L---- Lr) 21 L---- r---(�I I �3 3 ------------ 3 L_ 1 ------------- — _ �R} ' R ' ' I TT Y Qr---� I I IL--------- ------------------------- L I ---- I<O Amcl I , L---------------------I— -----------------�I II 1 i 5 ' I 6 .1 11 6 1 2 ;-------J S u^) I ' 1 I ' ® 3 V,- L J_J 1 I S 8484 14-3 TO I BSMT 50 ' S S N--, m ---� 5 ' ZO 1 1@2n ' 2n ' T 1 II I 7 48 1 ; I I I I 7 30 CFM CR 20 1 8 1 1 (n 7 1 TO 53 e I I 1 1 I 1 BASE OF I I I I I I I I ' STAm 7 I 7 II I I I 1 L 1 II 7 �L--------- I I IOF SSTTRER TOP4 011 I I I I I I TO 2nd STY I 1 I I I I 1 STAIR LITE 1 I I I I $ ----------- 1 { I I 20 cn L---------- r---- ' V69!= -_--Ur I 2n 2n— — -SS3S3qp s ELECTPNL ®SMT) 5 -------------------- — 8 (6' COIL) WHOLE HOUSE MECHANICAL 8 —————————__ 8 WF VENTILATION (M1507 2015 IRC) 4/19/18 x OF BEDROOMS - 3 FLOOR AREA SO FT - 2090 AIR FLOW REQUIRED - 60 CFM'S NOTE: GAS LINE PROVIDED b INSTALLED ON-SITE BY OTHERS AIR FLOW PROVIDED - 83 CFM'S MINIMUM REQUIRED BATH FAN SIZE - 80 CFM HEAT SYSTEM: SITE BY OTHERS Ill% (SEE NOTED CONT. RUN BATH FANS) HEAT CALCS PROVIDED ON-SITE BY OTHERS TO BE REVIEWED/APPROVED BY THE LOCAL AHJ PREMIERB(JILDERS ■HOlBATH E>0-�T FANS (CONT-RLM USED FOR THE WHOLE NOTE: L AFCI PROTECTION b TAMPERED-RESISTANT RECPTS. PROVIDED PER 2014 NEC ��mow 15E MECH VENT sf�l- T SYSTL PRovmE AN AooT1- Mn� 2. ALL CEILING LIGHT BOXES SHALL BE RATED FOR 50>r PER 2014 NEC 314.27 (A)(21 04-11-18 JK PE NY NOTE: S0 CFM ENT AD2 FLOW S. ON-SITE DECK/PORCH/STOOP SHALL EXTEND UNDER EXT GFCI RECEPT AS A MM=OF M MY MM NC "m Em 03-15-18 DM REV APPLICABLE BUILDING CODES SHOWN SO THE RECEPT MAY BE ACCESSIBLE FROM THE DECK/PORCH/STOOP W pa M4 Mw pd T ,� g ggg ate._r/_ �_o. 02-08-18 CD REV 2015 IRC: 2015 IECC3 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS 4. REO'D FRONT b REAR EXT GFCI RECEPT SHALL BE RCCESSIBLE FROM GRADE wwwpw*r-w mwo �e 08-31-17 CD REV THE WW1TH THE PLANSPECIFICATIONS AND SPECIFICATIONS ASSOCIATED SETW TSH THEAPPROVALON FILE WITH ASTENT AND�INSTRI I BY OTHERS (BELOW THE THE MODULES)AT SHALL FRONT AND REAR TURN KEY / SRNDS THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM #M1387-2017-123. OF THE HOUSE SHOULD THE RECEPTS SHOWN NOT BE ACCESSIBLE FROM GRADE ED RM NW BEET r_WUT�rsc IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 5. ATTIC LIGHT REQUIRED IF SPACE IS USED FOR STORAGE OR CONTAINS EQUIPTMENT 1 STY ELECT PLRN �'NQ' HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, REQUIRING SERVICING, PER RS. NEC, SEC 210.70(R)(31 TO BE PROVIDED RND CUSTOM R THIS ITEM IN ANY WRY. INSTALLED ON-SITE BY OTHERS. own Dare �E .ios.�K CD 05-27-17 1/4"=1'-0" 32472_000 s GFr 22 22 22 _ 2 O 22 -I — — , I I 100 CFM L— I L 14-3 IACNI�Cy 2� it0 CFM / I 30 C�FFMM CCR r------D (/�� '� 22 , 21 ml •.-IFI 22 21 I n I I MR I ' 4b I L- SS I L_ ————————————— S3--- r—— D3S3 1 21 7 �21T TO --IBJ— ----- I I --————— —————————— "22 7 �-14-3 TO L BSMT I I I S7'C S S j 23 23 24 I I I I I I 7 I I I I I 8 I I I I I 24 I I I I I I I I I I I I I I I I 24 Qr I II ® ' TO 53 I I 23 23 I ¢ I BHSE OF STRIR ——— — — TBASE OF STRIR --------------- s -------------S (� I I 23 i I I 23 i I 24 I j 23 23 24 24 j I I soy rev: � 513.a� ti � I rare mm am mm■cm ` PREMIERBUILDERS mm m PE NE' Y NOTm, 04-11-18 S ,�-+�� ���2�'Q_ - � A X4=o"`OF�'MM�'"� 03-15-18 D DM REV EV APPLICABLE BUILDING CODE _ W7 Pa Rt Atm. Pa rum *a70,Si8.886 �a d t j� o. 02-08-18 CD REV 2015 IRC; 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS .' 1 w►vw{arar�ta w mwo�;!r=,m OB-31-17 CD REV 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 / SANDS A NSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM #M1387-2017-123. _ ■■WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 04/19/18 2 STY ELECT PLAN CUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, D,U; oars scalE �. s TO ALTER THIS ITEM IN ANY WAY. CD 05-27-17 1/4"=1'-0" 32472-000 = A = STHD14RJ LINE-A ' B = HDU14 on (4) 2x6 SPF #2 s 51Y' 3-3" 4'-10 1/2" 2'-s" T-D° 1 8'-6 3/4" J DW m g ^ fasten bumpout to r— `-?' exterior wall w/#8x4" NF� 1p screws toed at 12"o.c. 1O FIELD INSTALLED:SIMPSON LSTRIS a Iftc CE)1ING ACCESS FO w/ 6-10d NAILS EA END INSTALLED COLUMN STRAPPING L-- OF STRAP (30 TOTAU BETWEEN STORMS 6 2nd STY r. 2nd STY FLOOR BAND TO FLR GIRDER LAG BOLTS. -- -,i 1st STY CEILING BAND SEE BLDG CROSS SECTION - (ONE SIDE ONLY) EDGES SUPPORTED I I Iii I I LINE-1 •m-i I © LINE-2 Gr LINE-3 fasten mateline - 3 floor rims together run endwall thru fj 8 w/ 1/2" thru bolts at lstrap across I, �, � tLt. � � 48" o.c. or 3/8"x8" 1 I ' mateline each ;. - r w lags @ 32" o.c. end per calcs. ;>; ( J" run endwall thru 04/19/18 m ch 1'-6" ❑A 6'-1 3/4" 3'-9 112" 6'-9 1/4" 1' v " 614 3/4" APA Portal Frame LINE-B • acv: NOTE: SEE HIGH WIND DESIGN SUMMARY SHTS FOR UPLIFT, SHEAR, SLIDING, SHEATHING, CORNER STUDS / BUILT-UP COLUMN STUDSAND TOP PLATE LIMITATIONS 4'x10' EXT WALL SHTG PREMIERBUILDERS NY NOTE:- - A SKScK¢MWy UMM AC nm oae APPLICABLE BUILDING CODES: 1587 PAS Rt N WE r 0g w Fwd o. 2015 IRC: 2015 IECCS 2014 NEC - ALL AS MODIFIED BY THE NYS-2017 UCS www �,.,a„�R TFE PLANS AND SPECIFICATIONS OF THE PERMIT SET PRE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / SANDS MAINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM *M1387--2017-123. -WARNIW. IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 1st STORY HIGH WIND DESIGN - Ia. �USTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, or. TO ALTER THIS ITEM IN ANY WRY. ° ° �'E '���` JAK 04-05-18 PE 1/4"=1'-0" 32472_000 A = (1) CS16x58" long from 2nd story studs to 1 st story studs. ,- n LINE-A n n 0 -0 9-3 B = (2) LSTA18 from wall studs to 2 1/4' ��3-8 1/4 10-10 1/2 1/4 ❑V2 1/4° double floor rim. - - ]c'n- 5 i fn m u) rble floor rim under wall. Y " e , cn 04/19/18 P ' I L———J zy F N I 1 CEILING ACCESS BELOW FOR �y LINE-1 i 1 FIELD INSTALLED COLUMN l STRAPPING BETWEEN STORYS I 1 fasten mateline d 2nd STY FLR GIRDER LAG LINE-2 BOLTS. SEE BLDG CROSS I I floor rims together SECTION. EDGES SUPPORTED. w/ 1/2" thru bolts at 48" o.c. or 3/8"x8" strap across 1 ' mateline each i ; lags @ 32" o.c. � a end per calcs. i i -4 -------------- � I a I 1 F-1 3/4 F-9 11 5'-3 1/2 3-9 1/2 6k--1 3/4 R+ LINE-B EL FLIMPLOMM . REV. NQTQ SEE HIGH WIND DESIGN SUMMARY SHTS FOR UPLIFT, SHEAR, SLIDING, SHEATHING, CORNER STUDS / BUILT-UP COLUMN PREMIERBUILDERS rum■,AFM„o,MW s EvE STUDS AND TOP PLATE LIMITATIONS ,m NY NOTE: 4'x9' EXT WALL SHTG nm am A AVM=CF MMY N=K M: APPLICABLE BUILDING CODES 1587 Pa BWt M y.Pa rm r b711S/8-886 2015 IRC: 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS www 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 / SRNDS MMRINNSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM #M1387-2017-123. 2nd STORY HIGH WIND DESIGN - 2a M ”N°' ■■WARNIING: IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, CUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, MA 13r. jMvJCJM TO ALTER THIS ITEM IN ANY WRY. ori '1Ex JAK 04-05-18 PE i/4"=1'-0" 32472_000 50'-0" WALL-A 12'-0" 38'-0" --- 34'-10 i/2"--------- 27'-1 1/2" 22'-6"------------------I-6u------------------- R❑ 3 8'-3 3/4" r ---- --------- R ° ° ° 1314 PLF GRAVITY ° �+ r --————————————-- I r---- --————————————— --——————————————————————————— ——————————————————————-i 845 PLF GRAVITY L+ I 3.544* PL 3.544* PL 4.623* PL 4,623* PL I AIJ r---------------------� I I I I I NES 1iL�t � I I NY NOTE: APPLICABLE BUILDING CODES: I I NOTE: MINIMUM 0 1/2" ANCHOR BOLTS PER SILL PLRTE 2015 IRC: 2015 IECCI 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS I I itI I SECTION. ANCHOR BOLT IS REQUIRED 3.9' MIN - 12" THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND ON IISTENT I I � '•`` ttl I MAX FROM EACH END OF EACH SILL PLATE SECTION. WITH THE PLANS FIND SPECIFICRTIONS ASSOCIATED WITH THE APPROVAL ON - w I I CONNECTIONS FOR LISTED UPLIFT LORDS TO BE PROVIDED THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM W217-123. m FROM MODULAR TO FOUNDATION ON-SITE BY BLDR. I I I I ■■WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR IF NY PERSON, „mom I I UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL G EER, 1 I 1 NON-HEATED BASEMENT SPACE To ALTER THIS ITEM IN ANY war. I I AI I I 1 04/19/18 11'-6" N 11' 14r-4r' 4'-5" 10'-8" 6'-3" 6'-2" 6'-2" 1 1 I .-� I I 9,804* PL d cn I I -2,910* UPLIFT I r- --i I I N I I I I I I I 6-2x1O 5PF2 I 1 I I I I I _ Lo I + - - 1- F--$- ---���--- F--@-�--- --1—E4 ---F—f)--I--- Lr) I I I I I I I 2,414 PLF I I I I I I I I N I RI L---J L-.--J L---J L---J L---J L� N I I 9,804* PL F 1 5,231* 10,561* 17,582* PL 19,770* PL 14,988* 14,887* 1 I I -2,910* UPLIFT I I 7,444* PL 1 I I I I I NMFM MODULAR FLOOR THIS AREA IS NOT I I A L-1 I I WALL-3 I I L ALL E»osm u�TO BE OF NATURALLY WOOD WOOD I pyyPRESM _T�� DESIGNED TO RESIST LORDS FROM I WALL-2 I I Z fit L �TLIs n� c�otro Host SOIL PRESSURE IN THE STAIR AREA I I eE I -t nvET GooD SUaRS.E� FOUNDATION MUST BE DESIGNED I I I I I a ccgr R6%� BE famvm uaao OF Mfma�oE�eT BY OTHERS TO RESIST THE SOIL I I I I I 1 � Tr�arm WOOa � LOADS IN THIS RREA I I I I I I 13F PREWRIARTM-D WOOD 3jq1'BE TRlRi E O THE Fmk��S A SHALLBE NOTE, FOUNDATION SHALL BE DESIGNED BY A NYS DESIGN PROFESSIONAL WITH i I I I I I FlJ NAILS USED nV THE aF PORCF�a . THREADED T>Ir0 AST MEET THE R� fasrn F�• T+ D KNOWLEDGE OF LOCAL SOIL CONDITIONS. THIS SAMPLE PLAN IS MEANT 4 �') - 1 TNAILSREAT AS SrrirID nr i , FEIDIXL cam)a ROULAR I C14a�c NAIIA WOwDO ►+�THE�€MENTS ONLY TO COMMUNICATE THE DIMENSIONAL AND LORDING INFORMATION TO � •� I I I �FHftrl- BOLTS 61 �SiL MEQ THE DESIGN PROFESSIONAL SO THEIR FOUNDATION DESIGN IS COORDINATED IB m e.Ft"mJfa SHALL BE META-OF A MDCUM NOMDIR. WITH THE REQUIREMENTS OF THE MODULAR BUILDING. p i ELL "'°" � �`&WOROM "INFORMATIONAL ONLY" I ' 7.AL SCREWS,BOLTS,NMZ fans,a WA%ERS FOR IfSE Wrni PRE5ERYRTIVE i I I I TREATED WOOD SHALL BE HO-O PED ZINCCORTED cxaLvfr® I I 1 I UE MFM-ESS STEF1.511 MON BRONZE OR COPPER. FASTEN RS 50.L I BE MOT WPPm GA.YfiP®faPo 5Ha1.MEET THE Itis OF I 1 SUM FFORcm 4aTH DmAMEriRs�O°VER lAr.A°snai°z'°R NOTES: L A 1/2"x9"x12" STEEL PLATE IS REQUIRED ON COLUMNS. I I I I a THAN wm q Ago TIMBER RD EM ALL BE PERMITTED WITH CORTvG2. SEE FLOOR PLAN, FOUNDATION PLAN AND SET-UP INSTRUCTIONS FOR SECURING I i m 31794* PL -----j 1 sWEIGHTS IN ACCORNNCE Y e MODULES TO FOUNDATION (COLUMNS, PERIMETER 6 CORNER ANCHORS (IF REOUIREq) B - ------- 3. ALL GIRDER SPLICES MUST BE LOCATED OVER POST. ---- _ I IS ExfDS:..D TO WE7iTFER OR lIV CONTACi WITH GROUND, CCNQ�TE.OR I PRESSURE TREATED LUf1BER SMELL BE GA_VA�D OR SHALL BE STAIIa I ❑ ri ri �—� MfL4T 56.3,, TO r. HOT ———— —————— --————————— ————————————————————————- B ~ VFTFR F — — -------------(� — — = U7 A R R r� 9O0 FEET OFR 9A_T WETTER Sfa1f'LM SHELL.BE STfTALE.4s BWEEL 1314 PLF GRAVITY N IL ALL OTHER CORTEU OR NEICS OR HARDWARE SHALL BE 15" 15" qmmrr�aOvmarTFE RJTFERMTWWJURIS CTM-- - ------------------------- --- --------------------- ---- c� 1Z -D GAL STEEL CON^E�CTORS RE RTOlma�D fTr MMM O caN T NOTES L THIS FOUNDATION DRAWING AND NOTES ARE FOR REVIEW ONLY. ACTUAL 3 1/2" 3" AND a THAM LED IN TREATED�OR t° 4R ORUR�EGISOTENREDSARCHTIOTECT.APPROVED BY R PROFESSIONAL ENGINEER 2. THIS DRAWING TO BE USED FOR DIMENSIONS ONLY. WALL-B 3 SEE FLOOR PLAN FOR DIMENSIONS OF UNITS 6 STAIR LOCATION. 4. SEE MASTER SERIES DWGS., SHT. NO. 3c 6 4a, FOR NOTES FIND DETAILS. SILL PLATE TO FOUNDATION 535 PLF SLIDING RNO 2" SQUARE WASHER w/ L2" ANCHOR a 24"oc 5. MAX CENTER FLOOR GIRDER SUPPORT COLUMN SPRCING- 6'-6" (10'-9" ist STY FLR LORDS ONLY) CONNECTION - LINE-1 0 PLF UPLIFT BOLT (ASSUME 1/16" OVERSIZED HOLD 1/8" THICK MIN. WASHER REQUIRED REV. SILL PLATE TO FOUNDATION 535 PLF-SLIDING AND 2" SQUARE WASHER w/ 1/2" ANCHOR a 24"oc mm mm am o"mcm CONNECTION - LINE-2 0 PLF UPLIFT BOLT (ASSUME 1/15" OVERSIZED HOLD 1/8" THICK MIN. WASHER REOUIRED PREMIERBUILDERS ■a„ a - SIMPSON 5THDI4RJ WRLL STUDS TO FOUNDATION „m oaa SILL PLATE TO FOUNDATION 535 PLF SLIDING RND 2" SQUARE WASHER w/ 1/2" ANCHOR a 24"oe "MM ng OF M•T&UK Ire CONNECTION - LINE-3 0 PLF UPLIFT BOLT (ASSUME 1/16" OVERSIZED HOLD 1/8" THICK MIN. WASHER REQUIRED _ SIMPSON HDU14 ON 4-2x65PF2 WALL STUDS TO FOUNDATION =; Bil s L7-Pe 7M *67USM-886 °J'O-J ��p- SILL L lOJId.If. SILL PLATE TO FOUNDATION 164 PLF SLIDING AND 2" SQUARE WASHER w/ L2" ANCHOR a 420oc TURN KEY / SRNDS s CONNECTION - LINE-R 231 PLF UPLIFT BOLT (RSSUME 1/16" OVERSIZED HOLD 1/8" THICK MIN. WASHER REQUIRED MRINSTREET PLASILL PLATE TO FOUNDATION 164 PLF SLIDING AND 2" SQUARE WASHER w/ 1/2" ANCHOR a 42"oc - TS. FOUNDATION LRYOUT CUSTOM CONNECTION - LINE-B 278 PLF UPLIFT BOLT (ASSUME 1/16" OVERSIZED HOLD 1/8" THICK MIN. WASHER REQUIRED M,B; Daft: 6ca E: ,�. * JRK 04-05-18 De 1/4"=1'-0" 32472-000 RIDGE VENT L EXTERIOR WALL FINISH TO BE VINYL SIDING. 2.EXTERIOR LIGHTS ARE SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. 3.SIDING FOR ENDS IS SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. 4.STOOPS, STAIRS, HRNORRILS, GUTTERS, DOWNSPOUTS, AND SPLASH BLOCKS ARE FURNISHED AND INSTALLED BY OTHERS IN ACCORDANCE WITH STATE RND.OR LOCAL CODES. GUTTERS 6 LEADERS MUST BE INSTALLED TO PROVIDE WATER PROTECTION FOR LOWER LEVEL ROOF a INTERSECTION OF UPPER LEVEL ROOF. MRH 5.BASEMENT WINDOWS ARE OPTIONAL AND INSTALLED BY OTHERS. 6.THE LAST ROW OF SIDING BOTH FRONT, REAR AND ALL SIDING FOR UPPER LEVELS OF A 2 STORY, SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. 7.MASONRY VENEER OR FOUNDATION SIDING SUPPLIED AND INSTALLED BY OTHERS. 8.SEE WINDOW/DOOR SCHEDULE FOR WINDOW AND DOOR, TYPES VENTILATION AND EGRESS AREAS AND U VALUES. — CLG RIDGE VENTLl cn in \ m 3059-Ul 3859-SH 3859-SH E �W o bo -a _ N N lk FLR 1 MRH N CLG CLGro — to INN w rn 1711 El El 11 11 A Ll �11 ul �-sr �s-sr1 3ess-srf FLR FLR GRADE ACCECE SS BY OTHERS c N A e�� FRONT ELEVRTION g�' 11N�,3-Zif^ jai Rim mm sm Eamcm S e PREMIERBUILDERS NY NOT ° 04/19/18 A MN M OF X=V UMN.0 ''m APPLICABLE BUILDING CODES f87 pa At Atny,Pa 9M *07WS46-895 �a,.�a�m.�-a. 04-11-18 JK PE 2015 IRC, 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS www�raarertt mno �w�s ae 04-05-18 JK DB TFE 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 / SANDS MRINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM *M1387-2017-123. ■■WRRNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, N0� ELEVATIONS SHOWN MRY CONTAIN OPTIONAL OR SUGGESTED FEATURES FRONT ELEVATION —1 �"N°'" UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, CUSTOM- TO ALTER THIS ITEM IN ANY WAY. o DRM 03+-15-18 1/4"=1'-0" 324-72_000 ' RIDGE VENT L EXTERIOR WALL FINISH TO BE VINYL SIDING. 2 EXTERIOR LIGHTS ARE SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. 3.SIDING FOR ENDS IS SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. 4.STOOPS, STAIRS, HRNDRRILS, GUTTERS, DOWNSPOUTS, AND SPLASH BLOCKS ARE FURNISHED AND INSTALLED BY OTHERS IN ACCORDANCE WITH STATE RND.OR LOCAL CODES. GUTTERS & LEADERS MUST BE INSTALLED TO PROVIDE WATER PROTECTION FOR LOWER LEVEL ROOF ® INTERSECTION OF UPPER LEVEL ROOF. S.BASEMEN' WINDOWS ARE OPTIONAL AND INSTALLED BY OTHERS. 5.THE LAST ROW OF SIDING BOTH FRONT, REAR AND ALL SIDING FOR UPPER LEVELS OF A 2 STORY, SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. 7.MASONRY VENEER OR FOUNDATION SIDING SUPPLIED AND INSTALLED BY OTHERS. 8.SEE WINDOW/DOOR SCHEDULE FOR WINDOW AND DOOR, CLG — TYPES VENTILATION AND EGRESS AREAS AND U VALUES. rn RIDGE VENT EGRESS EGRESS EGRESS FLR CLG CLG so F 7// f' A f' . 3a.9-SH 30+9-si M4-9-SH j� -SH DOOR ON- BY 0TWRS FLR FLR GRADE ACCESS BY OTHERS N C -..,:�-,� GRA ACCESS BY OTHERS N RERR ELEVATION jj t rev: sI= . NY Nom, ' PREMIERBUILDERS A OF MPC APPLICABLE BUILDING CODES: =0 Mr xaM MC 2015 IRC: MW 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS M41��.Pe 11768 •b7[W48 6'8S ca.-'t n�-°- 04- -18 JK PE THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT 04/19/18 04-00 5-18 JK DB WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / SANDS IMRNSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM uM1387-2017-123. -WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, REAR ELEVATION -1 �"ml UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONRL ENGINEER, NOTE: ELEVATIONS SHOWN MAY CONTAIN OPTIONAL OR SUGGESTED FEATURES CUSTOM TO ALTER THIS ITEM IN ANY WAY. ours DRM 03-15-18 1/4"=1'-0" 32472_000 RIDGE VENT L EXTERIOR WRLL FINISH TO BE VINYL SIDING. 2.EXTERIOR LIGHTS RRE SHIPPED LOOSE FOR FIELD 12 INSTALLATION BY OTHERS. 3.SIDING FOR ENDS IS SHIPPED LOOSE FOR FIELD 7 INSTALLATION BY OTHERS. 4.STOOPS, STAIRS, HANORRILS, GUTTERS, DOWNSPOUTS, RND SPLASH BLOCKS ARE FURNISHED AND INSTRLLED BY OTHERS IN ACCORDANCE WITH STATE RND.OR LOCAL CODES. GUTTERS S LEADERS MUST BE INSTALLED TO PROVIDE WATER PROTECTION FOR LOWER LEVEL ROOF ® INTERSECTION OF UPPER LEVEL ROOF. 5.13ASEMENT WINDOWS ARE OPTIONAL AND INSTRLLED BY OTHERS. 6.THE LAST ROW OF SIDING BOTH FRONT, RERR AND ALL SIDING FOR UPPER LEVELS OF A 2 STORY, SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. CLG 7.MASONRY VENEER OR FOUNDRTION SIDING SUPPLIED AND INSTALLED BY OTHERS. 8.SEE WIWOW/DOOR SCHEDULE FOR WINDOW AND DOOR, TYPES VENTILATION AND EGRESS AREAS AND U VALUES. RIDGE VENT in rn 12 7 � FLR CLG CLG NBILU, ` a: 3859-SH 3859-5H FLR FLR «� N .To f �s 04/19/18 LEFT ELEVATION :e,,: rm NY NOTE: PREMIER UILDERS A Slim M OF MWV MW PC mm APPLICABLE BUILDING CODES: 681 Pa Rt R Pa Ir/W i 07a648-ns RJ•_a�- rL 04-11-18 JK PE 2015 IRC: 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS wwwpernferbul�sra am mwn �,.d ae 04-05-18 JK DS THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM RND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / SANDS MRINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM #M1387-2017-123. LEFT ELEVATION -1 m""N07 U HE IS ACTING UNDER OTHTHE E DIRECTION EDUCATION ARTICLE RL ANY N, CUSTOM TO ALTER THIS ITEM IN RNY WRY. ours Deree � DRM 03-15-18 1/4"=1'-0" 32472_000 RIDGE VENT ( , 12 L EXTERIOR WALL FINISH TO BE VINYL SIDING. 2.EXTERIOR LIGHTS ARE SHIPPED LOOSE FOR FIELD 7 INSTALLATION BY OTHERS. 3.SIDING FOR ENDS IS SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. 4.STOOPS, STAIRS, HRNDRAILS, GUTTERS, DOWNSPOUTS, AND SPLASH BLOCKS ARE FURNISHED AND INSTALLED BY OTHERS IN ACCORDANCE WITH STATE AND.OR LOCAL CODES. GUTTERS & LEADERS MUST BE INSTALLED TO PROVIDE WATER PROTECTION FOR LOWER LEVEL ROOF a INTERSECTION OF UPPER LEVEL ROOF. 5.BASEMENT WINDOWS ARE OPTIONAL AND INSTALLED BY OTHERS. 6.THE LAST ROW OF SIDING BOTH FRONT, REAR AND �-G ALL SIDING FOR UPPER LEVELS OF A 2 STORY, SHIPPED LOOSE FOR FIELD INSTALLATION BY OTHERS. 7.MASONRY VENEER OR FOUNDATION SIDING SUPPLIED AND INSTALLED BY OTHERS. 8.SEE WINDOW/DOOR SCHEDULE FOR WINDOW AND DOOR, TYPES VENTILATION AND EGRESS AREAS AND U VRLUES. is rn fi f� W49-SH FLR CLG �7-sH m _ o fl � 0 fi fi - Fol 2259-SH 225.9-SH 04/19/18 RIGHT ELEVATION .FUMMMAT= �►: Rim mm am cxrmcm NY NOTE: PREMIERBUILDERS A dK�OC MlL7 UNM PC pxm am APPLICABLE BUILDING CODES: 587 Pa Rtµ�Mncy.Pa 17758 •07DX48-896 �,�a A m.�.-e. 04-11-18 JK PE 2015 IRC: 2015 IECC; 2014 NEC - ALL AS MODIFIED BY THE NYS 2017 UCS www i�ramn mwo yrs ae 04-05-18 JK DB THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT sERH� WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / SANDS MRINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM *M1387-2017-123. mm N0' ■■WARING: TT RIGHT ELEVATION -1 NIS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, CUSTOM UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFE55IONRL ENGINEER, Br. careloe._9ERe TO ALTER THIS ITEM IN ANY WAY. DRM 03-15-18 1/4"=1'-0" 32472_000 LVL INTERCONNECT] - N DETAIL mkcs Z_pV OEM `�'v am Ly Em Ok GR 1/2'60L75 0.157 35 mu Mllerrw NALS FASTENING REQUIREMENTS FOR MULTIPLE PLY"LVL MEMBERS MEMBER BEAMS:. -USF(3) ROWS'OF 0.131'x3' NAILS @ f2" O.C,,(575 PLF MAX, UNIFORM.LOAD) -, USE(5) ROWS OF 0.131-0' NAILS-q Ir O-C, (1,1,0,PLF MAX..UNIFORM LOAD) (2) 1.75" MEMBERBEAMS: ' muJi.nr -USE (3) ROWS OF 0.162"x3:5" NAILS 0 12- O-C (M PLF MAX: UNIFORM LOAD) OAD) -VSE (3) ROWS OF 0._16:2''x3:5" NAIL'S @ 6"-O.G. (TZ90 PLF MAX< UNIFORM LOAb) '(3) 1.5" MEMBER kAMS: -USE (3), ROWS.OF NAILS 6 127PLF-MAX, UNIFORM LOAD)' -USE (3)'ROWS;OF 0.13-1%3" NAILS @ 6" O.C. 6 3 PLF'MAX. UNIFORM LOAD) BUILT UP COLUMN =U5E(3) ROWS OF 6J3170' NAILS @ 4" Q.C. (1,294 PLF MAX, UNIFORM 'LOAD) FASTENING. 1.75-,MEMOER 8 EAM5: -USE(3)-ROWS OF 0.15270.5" NAILS-@ 12" O.C. (635 PLF MAX. UNIFORM LOAD) -USE(5) ROWS-OF 0.1621`0'5" NAILS 6" O.C.' (J_1270 PLr-MAX-UNIFORM LOAD) (4) 1.5" 'OR 1J5" MF-MB[g-131AMS: -USE (2) R6ws,OF 9OLTs 6 12" b.c, PLF MAX, UNIFORM LOAD) -USE (3),ROWS OF I/ ` BOLTS 0 127 O.'C. (870 PLF MAX UNIFORM IQAb)- NOTES' VALUES APPLY 10 QOMMONA,307 BOLTS, DOLT HOLES MUST BE SIE_ � DIAMETER THE` THE J0LTS.' * -WWbS MUST BE USED UNbER 'TRE,BOLT -H s HEADS AND NUTS. --THE SPECIFIED NAIUN9' APPLIES Tt7 BOTH SIDES OF A'3-PLY BEAM. -r WDE*bEAMS WAY NOT BE LOADED FROM[bNE',SIDE.bNLY, THEY MUST BE. LOADED RVA BOTH' SIDES AND/OR TOP LOADED, -Wb DORKOON FACTO - -0PUbD TO L6AbS LISTED ABOVE _'R� M4� BE IF ELCR/CEVM FMIDREDUEN IMF.WOMEN mm Mvv�OuLms comlexfff= NY NOTE., 04/19/18 PREMIERBUILDERS A SYN M CF MMY U=M MC APPLICABLE BUILDING CODES! Pa 7g 0 07asm-m!L—Ld i2t-ps. 2015 IRC; 2015 IECC; 2014. NEC ALL AS MODIFIED BY THE NYS 2017 UCS 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 / SRNDS MRINSTREET THE DEPT OF STATE, WHICH WERE APPROVED ON 10/20/2017 UNDER SYSTEM #MI387-2017-123. CUSTOM WRIRNM. IT IS R VIOLATION OFA THE NYS EDUCATION LAW ARTICLE PROFESSIONAL ANY PERSON, LVL INTERCONNECTION DETAIL CUSTOM UNLESS HE IS ACTING UNDER DIRECTION OF R LICENSED PROFESSIONAL ENGINEER, ONTO ALTER THIS ITEM IN ANY WRY. -satx JAK 1'04-11-113 PEj'11,V'=l--0" 11324-72-000 1 w 1.25'x209e STEET STRAP W/ 7-0131W.7 NAILS ER END 10d NAILS a 5" O.C. d 2a131W NAILS TOED. THINIG CONT. RIDGE VENT2-16d Nt�S THRU SH PHH1585825 (7/1Z 16' 0.C3 MANUFACTURER SUPPLIES RIDGE HINGE STRAP a 48' O.C. RE- MSN FRCTURED WOOD TRUEVENT FOR FIELD INSTFLLRTION 125'xPOga STEEL STRAP w/ 7-0.131=.5' NAILS EA END SEE SEALED TRUSS DESIGN AND BY OTHERS AS PER MANUFACTURERS 6 2-0131'XW NAILS TOED. TRUSS B45TSLLRTION INSTRUCTIONS B45TRUCTMNS FOR ANY REQUIRED BRACING INS SLLRTION. ALUM. DRIP EDGE: MT512 ER TRll55 K EEWALL TO KINGPOST (2) 01MW TOE NAILS FROM ALUM. FASCIA F2- = - ')W NAILS TOED E R TRUSS WpL STUD TO PLATE 2-0131 PERFORATED FROM KM POST TO RAIL /-FIBERGLAS OR SELF SEALING 5F{<IJME. PER 2-16d NR71 S T O 12 SECTION R902 FSE CLASSIFICATION 6 VIIdYI. SOFFIT RBOSZ41 WIID RESISTANCE INSTALLED OVER MTS1B EACH TRUSS INT -�TRUSS 7 TYPE 15 FELT WITH 16' OVERLAP OR •55 2-104 NA>LS FROM PLYWOOD 15/32" PLYWOOD ROOF SHEATKM SIMPLEX SHINGLE U DER.AYMENT OR EQUAL DIRECT TO STUD 96' WIDE AN ICE BARIUM THAT CONSISTS OF AT LEAST 0 LAYERS OF U NDERLAYMENT W51 BAFFLE TO PROVIDE RIR CEMENTED TOGETHER OR OF R SELF-ACHERING SPACE FOR ATTIC VENTILATION POLYMER MODIFIED BITUMEN SHEET, SHFrLL. W/WI D WASH INSULATION DAM BE USED IN LIEU OF NORMAL UNDERLRYMENT AND SHALL ExnW FROM THE EAVES EDGE TO R POW AT LEAST 24 IN. INSIDE THE EXTERIOR WALL LINE OF THE B1 M ING CONT. 5/6 OSB STRIPS 5/8" GYP E30 CONT. 5/8" 058 STRIPS (SHINGLES �TFLLED PER MANUF SPECIFICATIONS) DEL TOP PLATE DBL TOP PLATE 7/16" OSB SHEATHING R-44 CELLULOSE INSULATION W/V.EL TO WARM SIDE JOIST HANGER 1/2" GYPED _ 2x3 SPF •1/«2 a 16" Or- ON-SIT B OTHERS PER STFS E3 ON-SITE PER STATE CODES 2x6 SPF «1/«2 a 16" O C so R-21 FIBERGLASS INSULATION 1/2' GYPBD WN$ TO WARM SIDE CLEAR SPAN ROOF BERMS LOCATED OVER FLUSH CEILING AREAS SHALL BE SECURED TOGETHER �T� SINGLE BOTTOM PLATE SINGLE BOTTOM PLATE USING 2 ROWS OF 16d NAILS OR 08 x 25" 23/32" OSB FLR SHTHING 4 •1/•2 CENTER GIRDER PER HALF SCREWS AT 24" O C. 2-2x10 SPF «L/«2 FLR RAD 310 FORM INSULATION R-2D2 LSTR18 a Sr O.C. W/7 lOd NAILS EA LEG SHEATHINGN ED 0113xNAILS 2x10 SPF •1/02 a 16' O.C. LOFLOORBAM 1-2x6 SPF •v2 LSTM a 32. O.C. LITE A 6'bc 1-2x12 SPF •v2 FLR RAII. 2x6 SPF •1/•2 a 16" O C w/7 ]0d NFTlLS EA LEGLINE Ulm R 1-2x6 SPF «i/«2 LITE 2 U10C CONT. S/8" OSB STRIPS `--5/8" GYP ED 1-2x12 SPF •v«2 I� R-19 FIBERGLASS 9/8'x8° LAG a 32'oc DBL TOP PLATE CONI. 5/8' OSB STRIPS INSULATION Mmw TOE-NRIIID 3' OAC. LIE A, B, 1 6 2 IBL. TOP PLATE O.G -t�ED 7/16. OSB SHEATH�IG JOIST HfYd(ER SHEATHING NAILED W/2-ROWS 0113'x2" NAILS FLOOR BAND TO CEILING BAND. Vbc AIR/MOISTURE - 2x4 SPF •L/«2 m 16' OI~ L� B 6'bc RESISTIVE BARRIER v2' GYPPED 9i JOIST HANGER LITE 2 Ubc c� 2x6 SPF •1/•2 a 16" O.C. R-21 FIBERGLASS INSULATION SHEATHING NFI1 ED w!2-ROWS 0113'x2" NAILS 1/2" GYPBD w/V13. TO WARM SIDE „ Dom, LONG CE>3 LIN� WALL 5 RM BOLT a 96. O C. LINE B Ube LITE 1 6'bc R_19 FIEERGLFISS INSULATION SINGLE BOTTOM PLATE 23/32' OSE SHEATHING LSTRLB a Sr O.C. LITE 2 6'bc SINGLE BOTTOM PLATE W/V.B. TO WARM SIDE, BY OTHERS 3-2x30 SPF •v2 CENTER GIRDER w/5 Md NAILS EA LPG SHEATHING NAI-ED w/2-ROWS 01'L9'xO NAILS PER HALF (S TOTAL) WALL STUDS TO FLOOR BAND ALONG BOTTOM 2-2x10 SPF •1/«2 FLR RAIL EDGE OF PANEL 2x10 SPF •v«z s 16' o C. LINE A Sloe LSTR18 a Sr32" O.C.OCL� B 64"oWC SILL PLATE, 2xS min WRESSURE TREATED) JOIST HANGER W/S Md NAILS ER LEG LIE 2 Uloc � �� � L9 FLOOR BAND To sn.L CONNECTION. LITE A 6 B w/019LW TOENAILS 6bc LITE L 2 d 3 w/SIMPSON LTP4 12bc � NAILED NOTE: FLOOR SAM TOBILL PLR OW BOTTOM RLL MRTERIALS b LABOR REQUIRED BELOW y EDGE OF Pte. BOTTOM OF FLOOR JOIST BY OTHERS. B4L� / , 12' DIRx10 v2' LONG LIE A 31oc BOLT a 48" O.C. LITE B sloe LITE 1 e'oc LINE 2 Bloc FIREBL OCK BETWEEN! MOOlLE3 PER STATE IWI�MAE" REV. SS ,, MUNC1Y HOMES, INC. •r•� RIM DIM Nr NOTA W7 Pe n(4m A#r�cY. Pe FM 0700464M a : R _o. wwwnurytm�e Iwo L aims = NG 4E - ALL AS MODIFIED BY 'RE NYS 2017 LES DETAILS THE PLANS FAD NEONS OF THE PERMIT SET FIRE DERIVED FROM AND CONSISTENT WITH THE PLANS ADD SOEC27CRMM ASSOCIATED WITH THE APPROVAL ON FnE WITH 04/19/18 P%M NW THE DEPT OF STATE, WHICH WERE APPROVED ON 1o/M/M7 UNDER SYSTEM •M13B7-2017-129. CROSS SECTION DETl -WARNING; IT IS R VIOLATION OF THE NYS BD()CATTOrI LAW ARTICLE 145 FOR ANDY PERSON. UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFE55MNRL ENGINEER, ow BT. DATE am D*NW TO ALTER THIS ITEM IN ANY WAY. JAK 1 04-12-18 PE 1/4"=1'-0" 32472_000 M 2-1.64 NAILS THRU SHEATHING INTO TRUSS HINGE STRAP m 48' O.0 I ALUM. DRIP tIDGE ALUM. FASCIA PERFORATED VINTL SOFFIT 10d NAILS m S O.C. MTS18 EACH TRUSS L25'x208n STEET STRAP w/ 7-0133'x2 - MAILS ER END CONT. RIDGE VENT 2-10d NRILS FROM PLYWOOD 6 2-0.131'50' NRI.S TOED. DIRECT TO STIR 125'x20ga STEEL STRAP w/ 7-0131'525' NAILS ER EMD PRE-MAI ACTI�ED WOOD TRUSS HM309508 (7/12. Wbc) 6 2-01MIA3I" MAILS TOED. SEE S NST TRUSS DESIGN AND TRUSS INSTALLATION INSTRUCTIONS FOR ANY REQUIRED BRACING INSTALLATION. MANUFACTURER SUPPLIES RIDGE VENT FOR FIELD INSTALLATION BY(1) 0131"x3" DIRECT NAI. THRU THE PLATE INSTR UC�SIIONSS PER MANUFACTURERS INTO THE EDDGRAIN OF THE KN EWA.L STUD MT512 EA TRUSS m 0131'x3" TOE NAILS THRU K EEWRLL STUD FASTEN w/7 10d 45" NAILS EA END INTO KNEEWALL PLATE FIBERGLAS OR SELF SEALING S•MaZ- PER LaNEEWALL PLATE TO DOST RAIL: SECTION 8902 FIRE CLFS571CRTIM 6 0.131"x3' FACE NRILS a S'oc R9052+1 WIND RESISTANCE INSTALLED OVER 2-164 NAILS THRU SHEATHING TYPE 15 FELT WITH 18' OVERLAP OR *55 INTO TRUSS 12 SIMPLEX UNDERLRYMENT THAT CO EQUAL 36 . CONSISTS 15/32" PLYWOOD ROOF SHEATH M 7 OF AT LEAST m LAYERS OF UDERLAYMENT CEMENTED TOGETHER OR OF A SELF-0DHERTNG INS.1- BAFFLE TO PROVIDE AIR POLYMER MODIFIED BITUMEN SHEET, SHALL. SPACE FOR ATTIC VENTILATION 2x8 RAIL BE USED IN LIEU OF NORMA- UNDEIRIRYMENT w/WIND-WASH (INSULATION DAM) AND SQL EXTEND FROM THE ERVES EDGE TO A POINT AT LEAST 24 IN. FIDE THE EXTEXIOR WALL LINE OF THE BUILDING (SHINGLES INSTALLED PER MANUF SPECIFICATIONS) CONT. 5/8' OSB STRIP'S 5/8' GYP 19D .101ST HANGER DELTOP PLATE R-44 CELLULOSE INSULATION w/VU3. TO WARM SIDE 7/16" OSB SH ERTHING C3 CLEAR SPAN ROOF BERMS LOCATED OVER FLUSH ' CEILING AREAS SHALL BE SECURED TOGETHER R RDiVMOISTURE RESISTIVE00 USING 2 ROWS OF LW NAILS OR 08 x 2S' 1/2" GYPED SCREWS AT 24' r. 2x6 SPF *i/•2 a 15" 0& R-21 FSS INSULATION w/V.ETO WARM SIDE 1,1 LE EDGE OF SINGBOTTOM PLATE 3-2x10 SPF s1/s2 Fl_R RAD. 010')0 NAILS SILL PLATE. 2x6 min PRESSURE TREATED) WALL STUDS FLOOR BASHEATHING NAILED ND ALONG BOTTOM LINE A S'oc 'ao LINE 1 6'oc SILL SEALER FLOOR SAM TO SIL CONNECTION. LINE A d B w/0.131Xi" TOENAILS 6'oc NOTE: LINE i w/SIMPEDN LTP4 17bc ALL MATERIALS & LABOR REOUIRED BELOW ~-. t--7—SHEATHING NAILED w/1-ROW 0113')0 NAILS BOTTOM OF FLOOR JOIST BY OTHERS. ov Nzpl � �SII- PLATE ALONG BOTTOM LINE 9 roc ° xp� LIME 1 m >, Im uj RM rRKI�I oIM11 FEY: MUNC1Y HOMES, INC. NY.NOS; 0>•A� r� Pa VW .dTlzls+66W �,,,._d www mno LAPPLICABLE BUILaM CODES: IWq R ORTFUM TfEEPPLAN PLANS AM m NEC AS OF TTHEPER�MITTS_T DERMM FROMBY THE NYS 2M7 AMCONSISTENT �° � DETAILS WITH THE PLANS AM 519DC97CRTIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH R.q+ND: THE DEPT OF STATE, WHICH WERE AWED ON 10/20/20!.7 U43ER SYSTEM *M=72017-123 04/19/18 CROSS SECTION DET2 IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 14S FOR ANY PERSON. -- UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFE55IONRL ENGINEER. VAU Or. SUM E M&NW AN To ALTER THIS ITEM IN Y WAY. JAK 4-12-18 1/4"=1'-0" 32472_000 w - JOB PRE-32472 JOB PRE-32472 SHEET NO. 1 OF 44 SHEET NO. 2 OF 44 David E. Billingsley, PE CALCULATED BY DB DATE 4/9/2018 CALCULATED BY DB DATE 4/9/2018 217 East Main Street•Middleburg,PA 17842 CHECKED BY DATE 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 Desitin Criteria Cont. -� 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 tk acting under the direction of a licensed Professional Engineer,to alter this item in any way. kP Location: Floor Diaphragm Aspect Ratio ? ,, tgS2gCI t" Length of side (1-1)(house width)_ �::27:5 ;'ft. NY> ,. _ >: = , ,::. " ;! Length of side (L2)(house length) ::� - - 136mph:Exp C oriess04/19/18 <..i-..- a.:..xT�".Y'..x. _ .,Y,.-51-Y3.. 'Ki>•. + .i:• x-✓'2�.,',ah r*,{ L2&L1 < 3 :1 SOK, Building Description: x Max Mean Roof Height= 25`'-ft. k gyp. . .�4..,..y..,x.,, .,.:�,hYr�.-? :'.:��.. .m- ,. ...,.,. ... ...,.,y,..x^ ��; X3;,''3;' r:F^ " • x:`^' Resicletialwo'Sforyi=<?x: _, "'-r . ;F:x.44 .,: $x` `- Exposed Foundation Height =`l', :^'?y;, <a;;.:.,'^.8= Vix' r;�7•�'�`.fh,s,.,Y,(j,;,�Y ^� ,.,.z;;'.'.. y�y<iw�r�_}x..,..,,, ,x:.: Mociiilar..Vlloodrame Roof Framing Span (Horizontal Projection)_ 13:75 eft. Codes: Roof Framing Spacing 6. �„!I n. o.c. NY,S:.Um fo m>Code }' k ,:. Roof Overhang Length= yr„,<'1'” ft. .- �2015=xNDS� ;ASCE 7 1(Q„ Roof Slope= .:.Y.,:,12 Building Importance Category: k c"%jj " . Seismic Criteria Roof Diaphragm Aspect Ratio Seismic Design Category(SDC) T B' x; Length of side(1-1)(width)_ -27.5 Oft. Short period design spectral response acceleration (SDS) rkDe32'r Length of side (1-2)(length)_ ''''v0`; .„`ft. Seismic Importance Factorsy1Q0. Ultimate Wind Speed Vult= y1:36:0`mph Roof/Ceiling Assembly Dead Load psf -; Roof Framing Type= xE. k . , Truss,_ ITrussl ,# HM5y85825' `;& HM309608 Exposure= -C D ;fix i M&VOliff'6t`M[4rA16je-Waft,=,`" rt.!�;,572:';4 � `lbs per truss Load Case Factor Snow Load y -;�:� �r yi* Upkft'at kid .> 4 325:• - <Ibs per truss Ground Snow Load= f`' =35 ;psf Snow Importance Factor =. 4'A6""'; J JOB PRE-32472 JOB PRE-32472 SHEET NO. 3 OF 44 SHEET NO. 38 OF 44 CALCULATED BY DB DATE 4/9/2018 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference Roof Truss to 2nd Story Wall 244 plf Simpson Strong-Tie MTS18 (6)0.148inx1.5in nails each Sheet 5 Design Criteria Cont. Stud Connection end 1 st Story Loadbearing Wall Height= 9 ft. @ 16 in o.c. 2nd Story Loadbearing Wall Height= 8 ft Wall Stud Specifications= 2x6 SPF#3 Wall Stud Spacing= 16 .,in. D.C. Shearwall Segment Aspect Ratio 1 st Story Shearwall Height= ft. 2nd Story Shearwall Height= 8 ft OSB-PLY GYP 1 st Story Minimum Shearwall Length= H/3.5= 'y 2 5 ft. H/1.5 = '1-6-00 "ft. Fn 2nd Story Minimum Shearwall Length = H/3.5= s .2;2 'ft. H/1.5 = 5.33 . ft. ,o to c 1 st Story Wall Length Available for Full Height Sheathing Bline 1 Z'18.75 ft. Lline A,23.50' ft. C p Bline_i�11:16' ft. Lline_B.19.50 ft. U 1st Story Maximum Unrestrained Opening Height •"_ Hline-1,,' 66 "in. Hline A 8.4. in. D Hline 2- ' 66 in. Hline 13, 8.4 ,in. 2nd Story Wall Length Available for Full Height Sheathing Bline_1 .27:50`ft Lline_A 23,67 ft. Bline_2.9,9.50 ft. Lline_El_24.75 ft. 2nd Story Maximum Unrestrained Opening Height ,SILL/� Hline—1 0: z in. Hline—A 66., in. Hline_2 66 :in. Hline_B 66„ In. CC LU 08625 04/19/18 Note: 8d nails=0.931"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. .r r JOB PRE--32472 JOB PRE-32472 SHEET NO. 38A OF 44 SHEET NO. 38B OF 44 CALCULATED BY DB DATE 4/9/2018 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE CHECKED BY DATE Design Summary Design Summary Location Connection Wall Force Spacing Reference Location Connection Wall Force Spacing Reference 7/16"OSB/PLY overlap line—A 244 plf 6 in o.c. 7/16"OSB/PLY overlap floor line—A 391 plf 5 in o.c. 2 rows of 0.113"x2.0"Nails rim joist min.3„ 2nd Story Wall line_B 244 pif 6 in o.c. line B 456 plf 4 in D.C. Stud to 2nd Story 6 1 st Story Well — Floor Band Stud to Floor 0.113in x 2in nails 6A Connection 7/16”OSB/PLY overlap line-1 151 plf 6 in o.c. N Band Connection line-1 88 plf 6 in,o.c. 2 rows of 0.113"x2.0"Nails c Use 2 rows of fasteners along bottom edge of panel line-2 278 plf 6 in o.c. v d line—2 0 plf 6 in o.c. N 7/16"OSB/PLY overlap line—A 167 plf 6 in o.c. G 2 rows of 0.113"x2.0"Nails O V 7/16"OSB/PLY overlap sill line—A 391 pif 3 in o.c. j 2nd Story Floor line_B 167 pif 6 in D.C. plate 1.5" Q Band to 1 st Story C Ceiling Band 6 line_B 456 plf 3 in D.C. aConnection 7/16"OSB/PLY overlap Floor Band to Sill 0.113in x tin nails Sheet 7 L) 2 rows of 0.113"x2.0"Nails Plate Connection p, line_2 278 plf 6 in o.c. Use 1 row of fasteners along line-1 88 plf 6 in o.c. M bottom edge of panel 7/16"OSB/PLY overlap line—A 167 pif 6 in o.c. line-2 0 plf 3 in D.C. 2 rows of 0.113"x2.0"Nails 1 st Story Ceiling line—B 167 plf 6 in D.C. Band to 1 st Story 6 Wall Stud Connection 7/16"OSB/PLY overlap line-1 0 plf 6 in o.c. 2 rows of 0.113"x2.0"Nails Note. 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"&16d nails=0.131"x 3.25" unless otherwise noted line_2 278 plf 6 in o.c. 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. Note. 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d naffs=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. kip cc Q,o 088254 Q VS 04/19/18 M r� JOB PRE-32472 JOB PRE-32472 SHEET NO. 38C OF 44 SHEET NO. 38D OF 44 CALCULATED BY DB DATE 4/9/2018 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE CHECKED BY DATE Design Summary Design Summary Location Force Connection Fasteners Required Reference Location Force Connection Fasteners Required Reference Roof Truss to 2nd Story Wall 286lf Simpson Strong-Tie LSTA12 (10)0.148"x2.5"nails Sheet 11 Stud Connection p (5 each end of strap) @ 32 in o.c. 2nd Story Wall Stud to 2nd 227if Simpson Strong-Tie LSTA12 (10)0.148inx2.5in nails 11A Story Floor Band Connection p (5 each end of strap) 32 in o.c. N N 2nd Story Floor Band to 1st Simpson Strong-Tie LSTA15 (12)0.148mx2.5in nails Story Ceiling Band Connection 454 pit (6 each end of strap) 11A (One Side Only) � 16 in o.c. Q O � r-. C102 O U) r- 1st Story Ceiling Band to 1st Simpson Strong-Tie LSTA12 (10)0.148inx2.5in nails O C Story Wall Stud Connection 227 plf. (5 each end of strap) 11 B C 32 in o.c. C V O U .Q M of INE C7 ' V to 1 st Story Wall Stud to Floor, 227 If Simpson Strong-Tie LSTA12 (10)0.148"x2.5"nails 11B xs 0052St3 � Girder Connection p (5 each end of strap) S @ 32 in o.c. 04/19/18 - , Floor Girder to Foundation 168If Fasten on-site for listed 11B Note: 8d nails=0.139"x 2.5", 10d nails=0,148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted Connection p load An equal or better connection device may be substituted for any connection device listed. Staples 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. and Toe-Nails may not be used in Seismic Zones worse than C. 46, JOB PRE-32472 JOB PRE-32472 SHEET NO. 39 OF 44 SHEET NO. 39A OF 44 CALCULATED BY DB DATE 4/9/2018 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE CHECKED BY DATE Design Summary(con'd) Design Summary(con'd) Location Force Exterior Panel Interior Panel Reference Location Force Exterior Panel Interior Panel Reference 2nd Story Wall-line—1 7/16"OSB w/0.131"x2.5"nails 151 plf @ 6"ox panel edge&12"o.c. Sheet 18 Perforated field nailing(exterior) 2nd Story Wall-line—2 7/16"OSB w/0.131"x2.5"nails 212 plf @ 6"o.c.panel edge&12"o.c. Sheet 18 Perforated field nailing(exterior) 2nd Story Wall-line—A 7/16"OSB w/0.131"x2 5"nails 102 plf @ 6"o.c.panel edge&12"o.c. Sheet 18 Perforated field nailing(exterior) 2nd Story Wall-line_B 7/16"OSB w/0 131"x2.5"nails 98 plf @ 6"o.c.panel edge&12"o.c. Sheet 18 >, Perforated field nailing(exterior) E d N W Q Q 1st Story Wall-line-1 7/16"OSB w/0.113"x2"nails @ 1st Story Wall-line—3 7/16"OSB w/0.113"x2"nails @ 70 plf 6"o.c.panel edge&12"o.c.field 18A — 408 plf 3"o.c.panel edge&12"o c.field 18B tPerforated nailing(exterior) Perforated nailing(exterior) 1st Story Wall-line 2 7/16"OSB w/0.113"x2"nails @ 7/16"OSB w/0.113"x2"nails @ 747 plf 3"ox.panel edge&12"o c.field 3"ox panel edge&12"o.c.field 18A �� Se ented nailing(exterior) nailing(interior) �- rye 1st Story Wall-Ione A 7/16"OSB w/0.113"x2"nails _ 231 plf 3"ox panel edge&12"o.c.field 18A Perforated nailing(exterior) r~ a" + + eK'x:'' li LU 1st Story Wall-line B 7/16 OSB w/0 113"x2"nails @ 278 plf 3"o.c.panel edge&12"o.c.field 18A S� Perforated nailing(exterior) 00 D66161-251DD66161-251D✓y L IL 04/19/18 Note: 8d nails=0.931"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted Note: 8d nails=0.931"x 2.5", 10d nails=0.948"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 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. 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 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. be sheathed and fastened the same as wall below. '1 JOB PRE-32472 JOB PRE-32472 SHEET NO. 40 OF 44 SHEET NO. 40A OF 44 CALCULATED BY DB DATE 4/9/2018 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE CHECKED BY DATE Design Summary(con'd) Design Summary(con'd) Note: Corner Studs&Built up Column Studs to be fastened together w/2 rows staggered Note: Comer Studs&Built up Column Studs to be fastened together w/2 rows staggered of 0.131"x3"Nails at .s,R '' of 0.131"x3"Nails at in o.c. r �8iN;xin o.c. r_t Location Force Connection Fasteners Required Reference Location Force Connection Fasteners Required Reference 2nd Story Module to 1 st Story Module-line-1 1)SimpsonnStrong- ie CS1 6 669Ib (22)10d nails ea strap Sheet 21 ka. ,r n.'_ .,�r strap �'." ,.„�-' . .�< �•<.�.•;��' F s° .G .i� _<z!z..':�.:�.E�'x< -i,Gr�^."x -•�:4.�,;.' �i�x+�3', k;�t: d”h.�'i.: 2nd Story Module to 1st Story Module-line-2 E', (1)Simpson Strong-Tie CS16 , i; vti °j; Fzr y , 1684 lb stra (22)10d nails ea strap Sheet 21 �' v--; P ,?k.`z::...y,.' +"r..:.<<x< =.'s�.-• ...,;r.". ?i,,Y" '�'+. ���jy'�1 3'�Yi 2nd Story Module to 1st Story - n, � Cr line A Dead Load of Structure is C� -� ttr OK Sufficient to Resist 0 Sheet 21 -, :$,,; "0"!—, - �w-:T Overturnin Load ; C7 g006250 'cam 2nd Story Module to 1st Story 0 v Module-line_B Dead Load of Structure is v ;. •- ••x rte__ .,•,•_; --K- n• :, OK Sufficient to Resist 0 Sheet 21 ._ :, .-. "� _ `µ: 04/19/18 Overturning Load � i '''' _-r R,`r s`: •. y-> d. t 1st Story Module to t 1st Story Module to Foundation-line-1 _ 1/2 in min concrete cover and Foundation-line_3 1/2 in min concrete cover and �E Simpson Strong-Tie Tie �C Simpson Strong-Tie �- 2551b P g 30 16d sinkers,locate 1.5in 21A �- 41251b (30)16d sinkers,locate 1.5in 21B ( ) r °.:.,Y :_ x:� STHD14RJ STHDI4RJ ..:; ,n.. :r < :, .r from comer from corner ':% r'.. :, .'.^,-s:"'':. .%>° y •'fir,., , - x .,. :,v 1st Story Module to (1)Simpson HDU14_-SDS2.5 (36)SDS 1/4"x2.5"screws into O Foundation-line-2 installed on(4)2x6 SPF#2 stud-column&1"threaded rod .yr.. ..%. °x= ,.. r:t =•... ;, ;,R,..k 8410 Ib21A s. .z. J ,:,%%. ••_:z Studs-Use Heavy Hex Head w/8 min embed in 24 mini .x :z ., ,> ';:.•u;x h;,..'. Nut-2500psi min concrete wide footing : : " r #:;. ..: .: y..<.: : 1st Story Module to Foundation-line—A Simpson Strong-Tie 1/2 in min concrete cover and 12651b 30 16d sinkers,locate 1.5in 21A STHD14RJ from comer §y ..,x ta.�"- a`a,.?�:"s i.�Si'9h h :Fz .<°.�,::: :F�� �.X`'.•x 4'� xE!: .w'x'. 1st Story Module to Foundation-line_B Simpson Strong-Tie 1/2 in min concrete cover and 18541b (30)16d sinkers,locate 1.5in 21A STHD14RJ from corner �w Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted 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 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. and Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-32472 JOB PRE-32472 SHEET NO. 41 OF 44 SHEET NO. 42 OF 44 CALCULATED BY DB DATE 4/9/2018 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE CHECKED BY DATE Design Summary(con'd) An equal or better connection device may be substituted for any connection device listed. Staples Design Summary(con'd) 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 Location Force Connection Fasteners Required Reference 0.131"x3"toenails. Truss Bottom Chord or Ceiling 0.131"x 3.0"Nails toed Roof to Wall Plate Connection 127 Ib 2 23 Joist to Endwall Top Plate 198 plf 23B @6inOC 0.131"x3.0"Nails in End- Top Plate to Studs& Bottom 127 Ib Grain. NA 23A Plate to Studs 2 per stud 0.131"x 3.0"Nails Bottom Plate to Floor 96 plf NA 23A 16 in o.c. 011 U) O e— V C Vp 08625 c �0 S E t4 2nd Floor Endwall Mateline- .� Top Plate to Top Plate/ (22)0.148in x 2.5in nails each 04/19/18 Ceiling Rim to Ceiling Rim 2725 Ib 2 Simpson LSTA30 Straps strap NA across Mateline 0.131"x 3"toenails. 2nd Floor Endwall Mateline- 2nd Story to 1st Story 302 plf @ 4 in OC N/A 25 Floor Rim to Floor Rim across 2725 Ib 2 Simpson LSTA30 Straps (22)0.148in x 2.5in nails each NA Connection-line-1 &line-2 Mateline strap 0.131"x 3"toenails. 1st Floor Endwall Mateline- 2nd Story to 1 st Story 143 pif @ 6 in OC N/A 25 Top Plate to Top Plate/ 4366 Ib 3 Simpson LSTA30 Straps (22)0.148in x 2 5in nails each NA Connection-line A&line_B Ceding Rim to Ceiling Rim strap across Mateline Simpson Strong-Tie LTP4 1 st Floor Endwall Mateline- 1 st Story l Sill Plate 536 plf @ 12 in OC (12)0.131 in x 1 1/2in nails 26 Floor Rim to Floor Rim across 4366 Ib 3 Simpson LSTA30 Straps (22)0.148in x 2.5in nails each - NA Connection line-1,2&3 Mateline strap 0.131"x 3"toenails. 1 st Story to Sill Plate 164 plf @ 6 in OC N/A 25A Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"&16d nails=0.139"x 3.25" unless otherwise noted Connection-line_A&line_B 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. Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted JCB PRE-32472 JOB PRE-32472 SHEET No. 43 OF 44 SHEET No. 43A OF 44 CALCULATED BY DB DATE 4/9/2018 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE CHECKED BY DATE Design Summar(coWd) Design Summary(con'd) Location Force Sheathing Connection Reference MAIN ROOF: 198 pif 0.113"x2"nails at 6"o.c.panel edge nailing and 12"o.c field Roof Sheathing 7/16"OSB (Unblocked) nailing Sheet 29 c Shear OVERHANGS: s 6 in D.C. edge&field 0.11,3"x2"nails at Wall Sheathing 41 pif 7/16"OSB 6 o.c.panel edge nailing and Sheet 33 N Non Shear Wall Suction 12"o.c.field nailing 199 plf 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 Location Connection Reference N U) C 1 1/4"x 20 ga steel strap w/(7)0.131x2.5"nails each end& (2) p „„ 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5"nails each end& (2) Ridge Connection '6 0.131"x3.0"nails toed Sheet 36 Ridge Connection 7 0.131"x3.0"nails toed 36A c c c c 0 1 1/4"x 20 ga steel strap w/(7)0.131x2.5"nails each end& (2) V 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5"nails each end& (2) Flip Connection',5„ Sheet 36 Flip Connection„6„ 36A N 0.131"x3.0”nails toed c 0.131"x3.0” nails toed WKneewall Connection"9" LTS12& (2)0.131"x3.0"nails toed Sheet 36 M Kneewall Connection"12" LTS12& (2)0.131"x3.0"nails toed 36A 2 = L9 W 3 � Location Force Connection -_Fasteners_Required_ Reference _ 536 plf sliding 2"square washer w/1/2"Anchor Sill Plate to Foundation @ 24 in OC C Connection-line_1 &3 and Bolt(Assume 1/16"oversized hole) 27 \ 0 0 pif uplift 1/8in thick min.washer required3fL�l � V 536 plf sliding 2"square washer w/1/2'Anchor C Sill Plate to Foundation and Bolt(Assume 1/16"oversized hole) @ 24 in OC 27A -= C Connection-line 2_ , 0 0 pif uplift 1/8m thick min.washer required 0 164If sliding � 3-at P 9 2"square washer w/1/2"Anchor *.' 0 Sill Plate to Foundation @ 42 in OC 11 Bolt(Assume 1/16"oversized hole) R Connection-line A and 276 OtirS = 231 pif uplift 1/8in thick min.washer required O S10 ' C 164 pif sliding 2"square washer w/1/2"Anchor LL Sill Plate to Foundation and Bolt(Assume 1/16"oversized hole) @ 42 in OC 27C 04/19/18 Connection-line-13 278 plf uplift 1/Bin 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 8d nails=0.131"x Z5", 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 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. and Toe-Nails may not be used in Seismic Zones worse than C. K JCB PRE-32472 SHEET No. 44 OF 44 CALCULATED BY DB DATE 4/9/2018 CHECKED BY DATE Design Summary Icon'd) F— Location Force Member Sizes Splice Conn. If Req. Reference 2nd Floor Double 2x6 Top Plate-No Splices Endwalls 5451 Ib Sheet 19 - 2nd Floor Double 2x6 Top Plate-With Stagger 2 rows of Splices& @ 8 in oc P 0.131"x 3.0"Nails Sidewalls 1460 Ib Sheet 19 1st Floor Double 2x6 Top Plate-No Splices _ W 10916 Ib Sheet 19 'a Endwalls Double 2x10 Perimeter Rail- ,0 No Splices V `- E 1 st Floor Double 2x6 Top Plate-With Stagger 2 rows of @ 8 in-oc " Splices& 0.131"x3.0"Nails i 3091 Ib Sheet 19 -- .0 Sidewalls Double 2x10 Perimeter Rail- Stagger 2 rows of CL @8inoc With Splices& 0.131"x 3.0"Nails - 6 Uj Minimum Lumber Grade and Species is SPF#3 Unless Noted Otherwise Q 862510 M Minimum Splice Length is 4 ft Sd nails=0.131"x 2.5'; 10d"nails=0.148"x 3"& 16d nails=0.939"x 3.25"unless otherwise noted 04/19/18 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. r• 2"'MIK BUILDING LENGTH pp FIELD NOTES y L INSTRLLATICNBT RUE SHIPPED LOOSE FOR FIELD NOTE.ALL HRNORAILS BY B=ER BUL_OER 487 4257 457 3037 HEIGHT:34°MIN.38°MAX Z SwIDSITNRG FOTRIONENDS m15rn'Tn�ERED LOOSE FOR FIELD __ __ I` BY -__ ___________ __- 3. STOOPS, fIII2S.HRNIDRRILS.GLITTERS.DOWNSPOUTS, I I I '� RND SPLgS��ry BLOCKS FRE p�R�LSi1ED FWD INSTALLED Er BT NOTE s10 J j, ❑❑ �` •` �'2 COES. IN ACCORDANCE l STRTE RNO/OR LOCAL I I OPTIONAL BEDROOM 11 ;I NOTE•3 , r �.-r^�'14b BFSE E, WINDOWS W�OPTIONAL AM INSTALLED BY _= I MIN.PREg 70 SF i r-+ OPT.DINING ROOM I 11`` I LO •.r i B ONT o I� I b NOTE 43 'i MM RfzEFi 70 SF 'I¢ i 1' `�i i UTnJTY i I S SMPP�EO LOOSWE FOR�F D IND 5 fR�LL STITIO R F iI KITCHEN 'j 11.W}L�II I� 0 E MRSONIFLY VENEER OR FDLPIDRTION SIDING SUPPLIED 11 7'-0"MIN. 4'-11"f1M II Ila 11�_� I I I Arm DVSTALLED BT Bl1IlDER BUIlDER p II II I I`---+`----------+1 I , O 1 I -O' 1 I 1 _ 0 0 7. TER RTION GINT�OF HET BECHI 3 RBF1 D r__________r___„1 55 11 �' --__ i i i ATE•7 i I j i 1 I i i s 'I i i _-___ j���A�pOB BHERE ZRU THE ROOF M 1 I 9 I I¢ I d I I III AT LEAST 7 GF1FR PERK 11 11 11 CLOSET I1fNT 1 1 rrr---///��NDTE s3 I I III 8. IF R GE IS SPE DOOR AND FLOOR ARE THE I I I i BE OMITTED�10 I._____ 1 1•--, I I n 1 8 5 RESPONSL3 Q I 1L NOTE-ZIT --TI I I I I I 111 En i� NOTE•S ;'� HALL ' 11i i�� •i9 ii2 i� - J 9 RIDGE VENT SHIPPED 1005E FOR FII�10 INSTRLLRTiWJ I I I BY BUDJ]ER SEE GENERAL NOTES-2.NOTE s10.SIiY 3b I FAMILY ROOM + ;: w ` `___;I _______ �I DEN —A, ;,:11r' --__; 11 �_____,i STRAIGHT RUN '11" SHAPED '7" I ANDTNG 1 BEDROOM — I I I I I :�--------- I I yy11 11 LIVING ROOM ' 11 11 II NOTE•S . 11 NOTE FOR STAIR DETAILS.SEE SHY 4& : 10 11 10`` 11 II II MIN.RRER NOTE•26 OPTIONAL BEDROOM 11 HIM WNFFC 70 SF _ - ;. --- -- 0o55 Iy NOTE•22 I I o -- 0 0 11 11 11 II � II —'I II T-w MM 7'-O•MM I i; `�1 i i I 7'-0'MM r i I 11'-6°MM i i 7�T MIN. N I BEDROOM 'I •3� 'I �a u ` •`I MM RRFA:70 SF I1 DIMENSION VARIES WITH WIDTH OF UNIT I II �'_'�Q-' iII�II 7'11 '-+II iI' _______+iI-•I.1__11_``y F_mn Il.II.INei NOTE •sFAMILY R00n D FL OOR PLA N N OTESis ;; LIVING ROOM 13'; O&ppM MM AREADINING ROOM L6{ NGAN T HOSENOTE s26 MIN.PRM 70 SF Y__ -------___- i i 1 -- I I rr I I I I WINDERS R C SSFP ENTRY Z WIImOWS WI1 BE ADDED TO PROVIDE 8S LIGHT 6 4S -----" _+I VENTI.RTION fly ROOM 5lZES CN IN GE THE WIDTH OF WIEDER TREADS AT R 3. SEE 5MT fin FOR y RLTERNRTE KITCHEN 6 BFlTH LAYOUTS. 4SJ 1 ________________________+ POINT NOT MORE THAN 12 INCHES FROM EXTERIOR WALLS. ID M0.ST BATHS LOCATED ON 4257 4257 4257 4257 4257 THE SIDE WHERE THE TREADS FIRE 4. WINDOWS ARE bill ran c - NARROWER SHALL NOT BE LE55 THAN S. MARdaR RLL MAT 8E OM�77� PROVIDED 7}� 10 INCHES Atm THE MINIMUM WIDTH OF CLEFlR SPAN GOES NOT IXC®T1105E SI10WN IN THE NOTE<18 INCHES.ANY NOT BE LESS 7tiRN 6, A�LLTEPOF CALCULATIONSMANUAL SHOWN ARE 5/12 UNLESS OTHERWISE lOr-O'MIK LENGTH OF MODULES N ' 7. SYRIA MAY BE OMMITID TO FORA A 11TLSTY RRFA IF SPACE 15 NOT USED AS UY1I.SYY.R WRStER/DRYER 64'-0"MAX LENGTH OF MODULES STAIRS & ENTRY DETRILS — SE NOT # &OR R WH MAY BE INSTALLED BY OTHERS. RS SHOWN ON DRAWINGS. 24'CLEAR WIDTH MINIMUM WH ACCESS.019-15 IRCI UNITS MAY HAVE OFFSETS AND/OR ADJOINING UNITS RT SCRLEt 1/4"-1'-0" 8. ADDITIONAL FULL.3/4 OR 1/2 BATHS MAY BE ROOM R EITHER OR BOTH ENDS FIND SIDESLL UNITS MAY BE WITHIN THE UNIT.MINIMUM ROOM DIMENSIONS,AREAS, OF VRRYIIJG SUM AND VARYING LENGTHS. UNITS MAY TYP. FLOOR PLAN LIGHT,VENT Atm EGRESS FAR SPACES SHALL BE BE ROTATED24 O-FAR WMN"UMUM WATER KPXTIR ADS COMPLIED WITH. �q�� q�q qNy �L n>sns nm 9. HALL MAY BE LOCATED IN FRONT OR AFAR MODULE BYN,THEMPN1PPLICRBFLE 6UDDI_NGZ CSE GOVERNED SEE SPEER TOTES-2.NOTES s13 6 s17 MWCES NUl1MBIB"i OF MOOULELES =7 �10 146 IDT O R Y OMITTED OR EXTENDED TO FORM FOR CROSS SECTIONS Atm ALTERNATE CONSTRUCTION DETRILS, 4257 4257 3037 5 +' �� 11. DmMOU�FLOORW PDO 'AWN WILL VARY WITH SEE SHTS 7n,79,71,7k,7LL 7L 7m,7n,7o,8n,Bb,Ed i WN'' UTLSTY IZ FOR LABELS AND ORIF PLATE LOCATIONS,SEE SO BATH s2 _ GGEENNERAL NOTES-2.NOTE•7 ON SHIT Sb. SEF SH 5 n GENERRL NOTES, r BE OPT.BEDROOM BR •1 K ICHEN OPT'OR CRRW SPR OPTION 14.AODCEO T°D'TFSfHER FEND of uQ7°PWME Rovmm TOM LENGTH DOES NOT IXC®64'-0",SEE SHT Bn. SCALE:114—V-U' IS THIS BATH MAY SERVE 1 OR 2 BEDROOMS. r———————————_--——— ------------------------------------ 0 16. CATHEDRAL CEILINGS OPTI�iL IN MOST UrIITS. . SEE SHY 74- .T_T I I 11 10 117.5 AS-0rLROEEH _ HINGED ROOF SECTION IS AVAILABLE FRONT __________________________4 11 6 REAR AS R PORCH ROOF.SEE SHY B. 11 11 I I I 1 I SEF OPTIONAL BB DORMERS, - - 1 OPT.BEDROOM BEDROOM LIVING ROOM SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL NOTE n25 FLOOR PLAN NOTES CONT. _ _ I SrE 19. R 4-'-0S°PROW A ROOF IS RVRDBLE ON EITHER END. DLG. 4257 4251 1 26 4257 4Hi Bb. ------------------------I 20. ATTIC ACCESS 22"x301. aE3® a ,_______________, i NOTE 2L FOR WIDTH FOR ELEVATIONS,SEF BHT 0'. I I I UNIT LENGTHS,UNIT WIDTHS.MM ROOM DIMS,AREAS RNID NOTES 22 MIN.WIDTH FOR STAIR OPENING IS 3'-0°. FROM TTP.FLOOR PLAN SHALL APPLY. 23. FOR OPTIONAL CLOSET CONFIGURATIONS,SEE SHY E. 24.DOUBLE4•HORIZONTAL VINYL SIDING SHOWN,OTHER PLAN SHOWING ALT. HALL LOCATION SIDINGS ARE AVraTI A�F SHUTTERS OPTIONAL F M i i i S INTEGRAL GARAGES SEE PAGE 9x1 6 9c2 FOR SCRLEO 1/8'=1'-0" DETAILS 25 2000-ID12 IRC-ER.DWELLING UNIT TO OOK ALL FIR i FIELD NOTE•8 ; i OTHER HRBrMBIE ROCONTAIN W MIX 12U OM FT.HABITABLE A 70 SO.FT.MINIMUM m 2015 IRC-ALL HABITABLE ROOMS TO BE 70 50. T_______________T_____- ___+'_______________�_____' FT.MIEMUM FRONT ELEVRTION 5CRL : 1017 MIN. DEPARTMENROFSTATE 4-257 5 DIVISION OFBUIDINS STANDARDS AND CODES AIBANY.NY1?I MOI M.;,OAppm al for;Sy;bm%C,dolor C•mponanl M1387 2016-061 10/04/2016 OPTIONAL DORMERS, FAMILY ROOMe1 r Hu • M�;n K Nh AppGmfion Nw D.I doe d -------------------- SEE SHY 88 6 8DEN w,,W ybum• dos a ,;,d `� b . . RRtlMmmlomeemmismb�tkemnrr,ray/. I I 12 m c 1L�/l eon ban Dm�medmvroea fmn trmnmbm.mua 4.5.7.9 OR 12 ``4.5.7.9 OR 12 �P• � ' Ao°e°7'mm�.�.k�lorgpmmlAosBy td�m[dolmmmolr I. • m �[ .MhNfLAddm PE,Ac5n7Dft D IAnG.;dey PA MASTER SERIES I I I I I I 1 1 1 1 1 1 1 1 I 1 I 1 I I I I i_; I ' ' •0��°('S�� RRNCH MODELS I I I 1 1 I 1 I 1 PLRN W/TYP. OPT. OFFSET tg FLOOR PLRN, ELEVRTIONS & NOTES R QRS, E7 FVgTION I FFT STIIF Fl FVRTiON RIGHT STD Fl FVgT70N SEE SHT 2E-2 FOR OPT. ELEVRTIONS ST� MUNCY HOMES, INC. SCALE 1/8'�1W 1567 PR ROUTE 442 MUNCY, PR 17756 DRN BY DRTE SCRLE I REV. SHT. N0. oRTABRSE NRME MJL 3-22-91 SHOWN 02\2e 6-01-2016 24- a 20-0°MIN.BUDDING LENGTH FIELD NOTES .. 20'-0°MIN BUDDING LENGTH L Pl�R OLINHBY SUER. RE HIPPED LOOSE FOR FIELD ICP-0"MIN LENGTH OF MODULES UIn n 10'-0°MIN LENGTH OF MODULES 64'-0°MAX LENGTH OF MODULES RLT LOCATION OF VENTS Z SISfRGL1FT FOR ON BY IISUD SHIPPED LOOSE FOR FIELD 64'-0°MAX LENGTH OF MODULES 4257 4257 t n veer v ea,to xn >.trs•tort a taa>. 4257 4257 WITH_7"" 9� 3. STOOPS.STAIRS.HRNDRRDS.GUTTERS,130"SPO LT LOCRTIONN OF _____ OPTION OF INS �{ q{N ____•______ ___________ ,r____ BUDDER IN RCCORDRNCE STATE AND/OR LOCAL t n vea EMS d OR 5 WITH r T SPLA BLOCKS PRE FURMShED AND IN5TA BY roux OPT.GRRR I•-__..______.°_ WLTH 3037 4❑ 'i 4'-ll°MTR NOTE s3 11�. I , t>z rort CODES. ____ ____ _ _ I II . 1 1 I II FAMILY RDOM tlT vort ,1 , 1 1 II . BASEMENT WII-IIIOWS qRE OPTIONAL RND 7NSTRLLEO BY I I Ir mVtiIDET 1 1 I BLED nER___________________ _0 e L; 1BEDROOM i ALT.I , i I MIN AREA:70 SF v,e 21'MRL T-D'MIN. i:'_'_ _� 0.aSES. 7t1E LAST ROW OFSIDINGBOTHFRONT REARARLT.CLOSET ___ _ II4__ 4'-O'MFIELD INSTALLATION BY B�MLOOSE FOR t n ttuBATH alI 9 t a r vexr w ❑t FOUNDATION SIDING SUPPLIED rr v amon I:___ 1 I, i Iz vvn IF 7. TTJ2MINTIR ON HEIGHT OBU FDM�ET CHIMI�I'S F41.D iBATH s3 OPT DIFFIIIJG ROOM 1 , I' II BATH s2 T-0'MIN ,NOTE I „ 0 0 11 r tart N�s3 OPT.NOOK I I I " _ OPT.BEDROOM 11 , ,' IHNIST LLEPO BINTT BUILD SHRI�IaL-qBE f711I-N� 3 RIOVE I MIN.FIRER:70 SF T MIN. ❑ Ni ,1 , ,1 - ,i RG LFA�ST Y 14G1W�RTHA7FE PEAK U THE ROOF AND ----z raven OPT.FAMILY ROOM �� 1 ,, 1' MItL" I`-- - ---'I tart tvr t,r,r ,• 1 itMIN.FIRER:70 SF �, , 11 1 ------- 1 a wx j ,1 r , i i j i lL IF GARAGE IS SPECIFIED,DOOR AND FLOOR ARE THE KITCHEN _ RESPONSIBILITY.T-0 MIN. ,1 r gi .. � _ 19. RIDGE VENT SHIPPED LOOSE FOR FIELDIIJSTALLATIDN NOTE sa v� INOTE _________..__________ I I 13 i I BY BUDDER SEE GENERAL.NOTES-2.NOTE-10,SHY 3b N 019+ 1 s9 kHNOTE s9 4 r-____ ' 1II II _______ _ ~ , z ALT. r ----` --• ., II ll NOTE s5 1 v UTILITY _;i ii NOTE o5FLOOR PLAN NOTES NOTE s5 --- i i i i i i i �I SFE NOTE-27 I I I I pltT 1 1 , I , , i t NOTE s14 I L WINDOWS FIN5DF{iDOORS RRE rD'RaIdGP.HLE II n IL_____ n I, Ol1D ' H STAIRS , , , I 1 ,11 U I I WWI�TT}}� T-0"MIN. T-0" 11 i 1 ' ____�1 I, T-0"MIIJ. 11 SHOWN ON 3a OVIDEO VENTIlATION THOSE 0 0 , ,r_____+-_��_� 1 I , I II ,1 d EGRESS RE S M _____, a t I LIVING ROOM. I, 11 I1 I L_____ n -D' r'. E II MIR FIRER.' ,I II " FAMILY ROOM 1, T1 H 1 1 2 WINDOWS WIlL BE ADDED TO PROVIDE BX LIGHT 6 45 �-----+i NOTE s29 •_ _;i ,' " DEN I 1 ' Ir----- 1 I , VENTDRTION RS ROOM SI7FSS CHANGE ri II IL_____ II 1 m 1 I NOPE s14 , 11 MIX RRE 11 7 ,I I I 3 SEE SFiT G.FOR RLTr7aJRTE KITCHEN d BATH LAYOUTS II OTE a5 11'-0" ' II MIN-HREFC 70 SF _ -----41 ,I - _ _, qRE pV p , „ ,I TOTER DIM.VARIES i_ _ i �, 1I._____u' 1 T-U°MTR 1 i 4' IXTE7aOWOR L1f7LL5.Qn F IDM��M7O�SpT BATHS LOCATED ON 'I BEDROOM 1l--___i I WITH WIDTH 1_� 5p CEEO TF105E SHDWN IN s E ��MARRgqR��IAGGEEqq RLL MAY BE 0 PROVIDED THE 1' FAF17L7 ,}_____.I„ OPT.FAMILY ROOM 1 'WINDOW RI7IDCgTED IF 11 t 1 ;i 11 CALCLAATION"A1ET IX I i OF UNIT I, H T-0'MIN. 1, BEDROOM II LIVING ll'-6°MIN MIN.AREfL 70 SF OPT.GRRRGE IS PROVIDED 1, I I „ MIN AREA:70 SF 1 I ,I T-0'MIN. „ ALL ROOF PITCHES SHOWN qlE 5/12 IRJLE55 OTFERIJISE MIN.FIRER NOTE s29 DIM.VARIES WITH WIDTH DF UNIT ', 1 L30 , , ,1 TJ ALL HANDRRILS BY BUDDER , HEIGHT:34"MIN.38°MAX ,i iI .____1_____________J'____ ,I I, _______-__,, 7. SRF FCEDIIJGS AVAILABLE IN MOST UNITS. , �____ FOR STAIR DETAILS.SEE SHY 4n n I' 4257 4257 ___________, 8. ADDITIONAL FULL 3/4 OR 1/2 BATHS MAY BE ADDED -------------------- ___ OPT.DRESSING RM. LIGHT.VENT AND EGRESS FOR MHABITABLEENS SPACES �______l- " __________,1 AS SHOWN ON DRAWINGS,�g� OPi 0.05ET 4251 LIGHINHT. EN UNIT.MINIMUM ROOM DIMENSIONS,AREAS, 457 4257 ___________, gM7RY H�AV�E OR BOTF1�1�050 yOING OPTT..pp,IR00M SHALL BE COMPLIED LIITN 4257 4257 UNLTS MAY W OF VW2YING 4`IOjTHS RNO VARYING OPT.OPEN FOYER-SEE NOTE-28 9. HRLL MAY BE LOCATED IN FRONT OR REAR MODULE FIRST FLOOR PLAN LFNGTH9. UNRS MAY BE ONE q12 TWO MIN.HABITABLE A�iS 7D SF STOAT Atm MAY BE ROTATED 90. 10. 5 WALL MAY BE OMITTED OR EXTENDED TO FORM MAXIMUM AREA OF ANY ONE FLOOR IS GOVERNED RN RRCHWR7. BY THE APPLICABLE BUDDING COOS IL SHUTTERS qlE OPTIONAL M NUMBER OF MDDULES= SECOND FLOOR PLAN SEE SHEET 3b, GENERAL NOTES - 2 NOTES tt13 6 ><17 NUMIER OF MODULES= iz FOR LgB15 Am DATA PLATE LOCATIONS,SEE SCALE: 1/4"=1'-0" FOR CROSS SECTIONS AND ALTERNATE CONSTRUCTION DETAILS, GENERAL NOTES-Z NOTE a7,SHY 3h SEE S-ITS 7F,79,7I.71.R-L 71,7-7,70,8s.8b,Ed SEE SHEET 3b, GENERAL NOTES - 2, NOTES -13 6 1x17 is FOR s1 BAw�Iw3b GENERAL NOTES• - EE ' ' FOR 9/12 OR M/12 ROOF OPT.SEE SHY 79 SCALE: 1/4"-1'-0" 0 SECOND OOR -S"MI 12 12 1 14 FOYER MRY FR1VE CEI MIN.0.G HGTH OR MAY BE OPEN 1 T FZ 17.9or12 ��- 7.9ar12 I IS UPPER LEVE1 MAY BE SET FLU9i WITH LOWER OR OVERHANG LOWER LPIIT.SEE ACTUAL FLOOR PLAR I I 16.IIm �UB�F0IIpL �PLLS SHOWN WILL VARY WITH i % •. ,_-__, a 1. a 17.LOWER LEVEL MRY I3Fk LONGER THAN UPPER THIS AREA 1 I 1 OPT.DORMER. , l----I 1 NUMBER OF RISERS CAN VARY >��° MAY BE HABITABLE 0 GARAGE SEE SHY B.0R Bel i ' ' i _ 1!1 SIDED-1G3 4AREHORV�R BLLE.VRM SIDING SHOWN,OTHER 1 I I 1 I I __-_ FOR EXTRA TRUSS/RRFfER REOUIREMENTS ON LOWER NUMBER OF RISERS CAN VARY ___--_ _____ROOF SECTIONS OLE TO SNOW DRIFT.SLE SECTION s2 OF THE CALCULATIONS MANUAL. -- SPACE RESERVED FOR THE NEW YORK STRMP OF APPROVAL THE---- FLOOR PLAN NOTES CONT. --------------, POI WIDTH MO WINDER TREADS AT A ° POINT NOT MORE HERE T INCHES A 19. ATTIC ACCESS ZZ°d0'. FROM THE SIDE WHERE THE E I Fq 20. INTEGRAL GARAGES:SFE PAGE 9c1 6 9c1 FOR ARE NARROWER SHALL NOT BE LE55 DETAILS. NOTE e17 ' , I I I tt WIDTH 10 INKES AM MINIMUM BE ZL NOTE gO-MII�TTTED.��� UV F7.R NOTE s20 LESS THAN 6 INCHES 22 Ira!SCAQ OT BE 11aED CFL�UE'MUST BE�FIRESTOPPED RT C MUSGS.ANY CHASE REOUESTED BY BLDR FOR i FLUE MUSE HAVE MIR 2"CLEARANCE TO COMBUSTIBLES. 23, CROSS HRTL71m AREA IN FLOOR 0.G-IIJOICA7ES 0.G. ______________� PLRI2EA THE GCINB CTioNS BMT U TO WLOW ON SITE UF1�G DDFR ®1 ALTERNATE STAIRS 24. FOR OPTIONAL F ELEVATIONS,NS.SEE SHY 211 -+-----+-----+-° i I 1 I I I SCALE: 1/4"=1'-0" 5. MON WIDTH FOR STAIR CONFIGURATIONS, IS 3'-0"- 26 FOR OPTIONAL 0.05ET•CONFIGURATIONS,SEE Stir S. F. i i i i I Z7 WRTER HEATER mEcrrac ONLTI Dr[BAWL 1 SPACE OPTION IS SPECIFIED. 24°CLEAR WIDTH MIN WATER WATER Z8. WT)FOR UNITS ACCESS.LOCATED IN SEISMIC DESIGN CATEGORY 00.OPENINGS IN THE FLOOR OR ROOF SHALL NOT Fl-R. NOTE sB ' LD-0°MIR EXCEED TWELVE U21 FEET OR 50 PERCENT OF THE t LER57 FLOOR OR ROOF DIMENSION. m 1 I ' 2S. 2000-2012 IRC-FR DWELLING UNIT TO T_--------------T-----� CONTAIN WMIN.120 S0.FT.HABITABLE ROOM ALL ________________ L_._____, 4257 4257 OTHER HABITABLE ROOMS 70 SO.FT.MINIMUM. MIS IRC-ALL HRBITRBLE ROOMS TO BE 70 50. FRONT ELEVATION SCALE: 1/4-v-oo �`'"�"U" DEPARTMENrOFSTATE OMSION OFB m'NSTANw0l AND CODES ALBA NI.NYskn%MD1 .--------- onent .:. 12 ._. 12 FAMILY ROOM Bpm olAppmral fon6-06 Nadelor' 04/ ___________� M1387 2016-061 0/04!2016 DEN 38rN �" 4.5,7,9er12 m M Igmm°aR�bmym,ImmrpmeneDs peer�i ad�ece 4.5,7,9ar12 bunnplNodbrlNAaelafedand�oBd.Ipepeulma,Wamudeprlmp r-------J• •- ooe;PM'amoll�mmom„aa r _ 71dl ald h roatner,Lnasss°deeueimm n�nebTlr Ere,tepe,sm. �t�rea d. `-- ,. .1 I. ., EI ,� dCsV�t4 E•'Gi ao`;<° ke y/, p'e0a°'d1n ltd r�Ertmear,rartaat O w g� S1• � JoM,RAdds(°,PE,ruf N De. D IA,d,eods,M MAX CANTILEVER VRRIES PER SNOW LORD d MODULE WIDTFL �1 N REFERENCE SECTION 7.4 WITHIN THE`TLD MRNUFlL KITDr�, GT MASTER SERIES a _ - TWO STORY MODELS OPT.BATH 1 OVHG 1 1 1 1 1 1 1 1 oVHG 1 i Q74,tyq FLOOR PLRN, ELEVRTIONS & NOTES 1 ; I 1 `T• 1, 1 I MUNCY HOMES, INC. 1567 PR ROUTE 442 PLRN W/TYP OPT. OFFSET REAR FI FVRTiON I FFT 570E Fl FVgTTON RT.HT ICF FlFVRTYON MUNCY, PR 17756 SCRLE 118°D-T SEE SHT 2E1 FOR OPT. ELEVATIONS DRN BY DRTE SCRLE REV.m SCALE: 1/8"=1'-0° DR7 02\z NAME MJ6-01-20 ELECTRIC CIRCUIT SCHEDULE SEE NOTES a7 AND aB DOOR SCHEDULE WINDOW SCHEDULE WINDOW SCHEDULE No DESCRIPTION WIRE BKR POLE No. SIZE U VRLUE MRTERIRL FINISH TYPE IDENT NO U VRL LIGHT VENT TYPE RRERJMRX FSF CLRESF MATERIAL SHGC IDENT. NO. U VRL LIGHT VENT I TYPE RRERFSF CLRESF MRTERIRL SHGC 1 GFCI SMALL APPLIANCE 12-2 WIG 20 RMP SINGLE EXTERIOR DOORS-ALL GLR55 TO BE SAFETY GLAZING RNDERSEN RNDERSEN SILVER LINE SERIES 2 GFCI ° 1 36"x00° 1120 - STEEL PTD BLANK 2257 035 49B 3.02 DH 6225 - WD-VINYL SH-DH SH-DH SH-OH SH-DH 2a GFCI SMALL APPLIANCE(OPT) SR 027 057 2 LITE 3037 035 4.46 2.5B OH 5575 - WO-VINYL 2259 029 593-543 261-307 SH-DH 7025-6788 - VINYL 26 GFCI SMALL APPLIANCE(OPT) " 13 035 55D 9 LITE 3449 035 7.48 422 DH 9350 - WD-VINYL 3037 029 533-495 243-261 SH-DH 60.75- 61B8 - VINYL 3 GEN.ILLUM.RND OPT HWBB TOE HTR- 14-2 WIG 15 AMP IC 035 851 15 LITE 3465 EGRESS 035 1048 SBB DH 15LOO 59 WD-ViNTL 3449 029 B59-B.09 4.02-427 SH-0H 10050-10113 - VINYL _ 4 GFCI BRTHIS) 12-2 WIG 20 AMP 1D 351:60° a" L70 BLANK W/1 5IDELITE 3476 EGRESS 035 1272 713 OH 1591)0 71 WD-Y14YL. DH=029 3637 029 705-563 3.21-3.42 5H-0H 8025- BZBB - VINYL 4.GFCI WHIRLPOOL TUB (OPT) lE 027 237 2 LITE W/1 SIDE.ITE 3857 EGRESS 035 1031 5.73 DH 12688 57 WD-VINYL 4237 029 791-7.47 3.6-3.B2 SH-0H 90.00-9338 - VINYL 4b GFCI ADDITIONAL BIRTHS(OPT) IF 0.35 720 " 9 LITE W/1 SIDELITE 3869 EGRESS 0.35 1269 573 DH 14325 57 WD-VINYL 3565 EGRESS 029 12JB-1L55 SM-613 SH-011 1145.25-14438 58-61 VINYL 4c GFCI ADDITIONAL BATHS(OPT) 1G 36°40° 027 340 BLANK W/2 SIDELITES 4257 EGRESS 035 IL64 8.41 DH 14550 64 WD-VINYL 3859 EGRESS 029 1285-IL44 5.71-61)2 SH-0H 14275-14300 5.7-61) VINYL 5 GENERRL ILLUMINATION 14-2 W/G ]5 RMP 1H E27 407 2 LITE W/2 SIDELITES 2936 034 520 460 CSMNT 6500 - WD-VINYL 4257 EGRESS 029 1302-1241 616-6.46 SH-DH 154.00 -155.13 62-65 VINYL OH=O25 SH=025 6 ° lI 035 B9D 9 LITE W/2 SIDELITES 2960 EGRESS 034 920 840 C5MNT 115.00 7.5 WD-VINYL 7 IJ 36°x60° D20 - BLANK CLR55'C U.HOUR) 5750 EGRESS 0.34 1830 1670 C5MNT 22B 75 75 WD-YINYL C5=0.30 2548 026 5.41 446 C5MNT 5783 _ VINYL CS=0.20 B ° " 2 32•xW an - BLANK 11460 EGRESS 0.34 3660 33.40 CSMNT 45750 76 WD-VINYL FIC=032 2935 026 476 415 C5MNT 5950 - VINYL RW=0.20 ND a6 RANGE 8-3 WIG 40 RMP DOUBLE 2R 027 S? 2 LITE 9657 035 2584 604 PICT-0H 151.00 - WD-VALYL 2960 EGRESS 025 832 B36 � C5MNT 10550 8.4 VINYL NOT afi WATER HEATER 10.2 WIG 25 RMP 213 035 550 9 LITE 9855 034 2160 960 CSMNT-BOW 24OLD - W0-VINtt_ 29602 EGRESS 026 1733 1702 CSMNT 216.63 BS VINYL Ll WRSHER (DPT) SEE NOTE a4 12-2 WIG 20 RMP SINGLE 2C 035 9.61 15 LITE RNDERSEN - 200 SERIES 3436 026 4.59 35 C5MNT 6113 - VINYL 12 DRYER(OPT)SEE NOTES a4 6 a6 10-3 WIG 30 RMP DOUBLE 2D " 020 - BLANK CLASS'C'11 HOUR) 2430 030 40B 255 DH 51.00 - WD-VINYL 9759/9859 029-D29 3078-M70 724-778 PICT-SH-DH 18LOD-19550 - VINTL NOT a6 COOKTOP WPT JH LIEU OF CKT•91 10-3 W/o 30 RMP 3 72"x60° 038 391)0 " ^ FRENCH 3449 EGRESS 030 1125 646 OH 14063 65 WD-VINTL 029 955: 029-029 2703 709 BRY-OH 17725 - VINTL NOTE'-S SINGLE WALL OVEN(OPV]N LIDl of cK'f•9l 12-3 WIG 20 RMP ¢ 36°/36"x60° 020 - DOUBLE 5-0"INSULATED 3050 EGRESS 030 1052 689 DH 13150 61 WD-VINYL 9862 626 2768 1134 ICSMNT-BOW 228.75 - VINYL NOTE a� ODUBLE WALL OVEN ton 1N Lill of crT-m B-3 WIG 40 RMP " 5 60•x80• 036 25M WOOD VINYL SLIDING GLR35 MW NEW YORK ENERGY NOTES 15 DISHWASHER(OPT) 14-2 WIG 15 RMP SINGLE 6 72°x80' 036 3000 " SLIDING GLASS 2257 032 51 31 DH 6375 - WD-VINTL 16 GARBAGE DISPOSAL(OPT) " 61 72°x80" 028 31.9 VINYL VINYL SEEDING GLASS(SILVER LINE) 3037 032 37 22 DH 4625 - WD-MITI- L INFILTRATION EQUAL M OR LESS THAN:WINDOWS 93 CFM/LF OF CRACK:DOORS 050 CFM/SF 17 MICROWAVE(OPTJ 62 72°x80" 034 2614 VINYL VINYL SLIDING GLASS(ViWINCO) 3449 032 75 43 DH 9375 - WO-VINYL Z BUILDER OR RETAIL CUSTOMER HAS OPTION OF USING REScheck TO DETERMINE ENERGY COMPLIANCE 3 NOTE OMITTED 18 TRASH COMPACTOR(OPT) 14-2 WIG 15 AMP SINGLE GR 96"40' 036 449L WOOD VALYL SLIDING GLASS 3465 EGRESS 032 108 59 DH 13250 59 WO-VINYL 4. R VALUES SPECIFIED ARE MINIMUM AND REFLECT ONLY THE VRLUES OF THE INSULATION MATERIALS DH=036 S. FOR CRAWL SPRCE,HEATED OR UNHEATED BASEMENT,FLOORS RND/OR FOUNDATION WALLS SHRLL BE INSULATED IN 19 RADON SYSTEM ATTIC FRN(OPT) 14-2 WIG 15 AMP SINGLE 7 60"xB0" 0.35 1940 SWINGING PATIO 3475 EGRESS 032 129 72 OH 16125 72 WO-VINYL ACCORDANCE WITH ENERGY CODE BY FIELD CONTRACTOR THE FIELD CONTRACTOR HAS OPTION OF PURCHASING THE 20 GENERAL ILLUMINATION ocrr 5 72°x80• 035 2390 " " 3857 EGRESS 032 104 52 DH 13000 SB WD-VINYL FLOOR INSULATION FROM A SOURCE OTHER THAN THE HOME MANUFACTURER 6. RIGID FORM INSULATION,WHERE SPECIFIED,SHALL HAVE R MIN AGED R-VRLUE OF SD AT 75°MEAN TEMP PER LAYER. 21 " • " 3869 EGRESS 052 130 72 DH 16250 72 WD-VINYL 7. FOR BASEMENTS REMAINING UNCONDITIONED SPACES,THE BUILDER SHALL ENCLOSE THE BASEMENT STAIRS 22 ° ° " 4257 EGRESS 032 11.7 65 DH 14625 65 WD-VINYLTHE WALLS SURROUNDING THE BASEMENT STAIRS 5HRLL BE INSULATED RND PROTECTED WITH R VAPOR BRRRIER THE" 3037 031 47 45 CSMNT 58.75 - WD-yINyL FOR BUILDER I5 RESPONSIBLE FOR SUPPLYING ALL MATERIALS 23 B. FOR ATTICS WITH FIXED STAIRSRED REMRINING UNCONDITIONED SPACE,THE FOLLOWING OPTIONS SHALL APPLY: R-THE BUILDER MAT ENCLOSECL05E THE STAIRS ON LEVE_W]:TFIDJ THE ATTIC SPACE THE WALLS SURROUNDING THE 24 ^ " " 30M EGRESS 031 85 79 CSMNT 10625 79 WD-VINYL STAIRS SHALL BE INSULATED RND PROTECTED WITH R VAPOR BARRIER THE BUILDER SHALL BE RESPONSIBLE FOR 25 " " " INTERIOR DOORS 5851 EGRESS 031 17.0 15.8 CSMNT 21250 79 WD-VINYL CS=033 SUPPLYING ALL MATERIALS B- PLTHE FACTORY MAY ENCLOSE THE STAIRS ON LEVEL BENEATH ATTIC SPACE THE WALLS SURROUNDING THE STAIRS 26 " " " 9 IB"x60" - - WOOD PRE-FIN SWINGING 11461 EGRESS 031 340 31-5 CSMNT 42500 79 WO-VINYL SHALL BE INSULATED AND PROTECTED WITH R VRPOR BARRIER 9 INSULATION VALUES AND HEATING DEGREE ORY5 5HRLL BE DETERMINED BY RE5chock FOR THE UNIT SITE 27 " " " 10 24x80" - - 9458 031 2S2 52 PICT-DH 15500 - WD-VINYL I0. TENANT SEPARATION WRLL5 FOR 162-FRMILY 6 TOWNHOUSES SHALL BE INSULATED TO R MINIMUM OF RID IR4OZ45 OF 28 ° " „ 11 30°xB0" - - 9855 031 281) 128 CSMNT-BOW 320.00 - Wp-yINYL THE 2015 SUPPLEMENT TO THE NYS ENERGY CONSERVATION CONSTRUCTION CODA 29 • ^ ^ 12 32°x80• - - ° CENTURY SPECIALTY 11. 12006-2012 IACD R PERMANENT CERTIFICATE 5HRLL BE POSTED ON OR IN THE ELECTRICAL THE C B CERTIFICATE PANEL(LL RDJ TO PANEL OK FOR 2015MC)RFTERTHE BUILDING IS COMPLETED RND READY FOR OCCUPANCY THE CERTIFICATE SHALL BE COMPLETED BY THE BLOR OR REG DE51GN PROFE55IONRL RESPONSIBLE FOR THE COMPLETION OF THE BUILDING THE 30 FIRE SPRINKLER PUMP(OPT) 10.3 WIG 25 RMP DOUBLE 12 34°x80° - - 2424 1 057 1 222 1 - OCTAGON - - CLAD CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON THE CEILING/RODF,WALLS, 31 AIR HANDLER (OPT) 14-2 WIG 15 RMP SINGLE 13 36'r80' 7D FOUNDATION(BASEMENT WALL CRRWLSPRCE WRLL RND/OR FLOOR)AND DUCTS OUTSIDE CONDITIONED SPRCES:U-FRCTORS FOR FENESTRATION WHEN THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT,THE CERTIFICATE SHRLL.LIST THE 32 CONDENSOR(OPT) 1D-2 WIG 30 RMP DOUBLE 14 48•x80• BY-PRSS SLIDER 2424 31 271 - OCT-FIXED - - VINYL D37 VALUE COVERING THE LARGEST AREA.THE CERTIFICATE SHALL LIST THE TYPE AND EFFICIENCY OF HEATING,COOLING AND SERVICE WATER HEATING EQUIP INSULATION R-VRLUES,U-FRCTORS,EFFICIENCY RATINGS OF FACTORY INSTALLED 33 FURNACE-FACTORY INSTALLED (OPT) 14-2 WIG 15 RMP SINGLE 15 24'x130' - - NI-FOLD 2424 34 225 F. OCT-OPER 2:13 - VINYL 0.20 EQUIPMENT SHALL BE ON THE MANUFRCTURER'S REScheck RND/OR DATA PLATE 2012-15 IRC-THE CERTIFICATE SHALL 34 FURNACE-FIELD INSTALLED(OPT) 12-2 WIG 20 RMP SINGLE 16 30°x00° - - SKYLIGHTS LI51 RESULTS FROM ENVELOPE RIR LEAKAGE TEST AND DUCT LEAKAGE TEST OF REOUIRED) 35 RIR CONDITONER(OPT) 12-2 WIG 20 RMP DOUBLE 17 36,80" - - 2222 SS-.39 264 - SKYLIGHT - - CLAD 12 ALL WORK DONE ON SITE SHALL BE APPROVED BY THE AUTHORITY HAVING JURISDICTION. 1.3. 2009-2015 IECC-THE BUILDING THERMAL ENVELOPE SHALL BE TESTED FOR RIR LEAKAGE ON-SITE BY OTHERS W11024) 35 RESERVED 18 48',80° - - 2230 55-39 372 - SKYLIGHT - - CLAD 2009 IRC-COMPLIANCE MAY BE SHOWN W/THE RIR BARRIER RND INSULATION INSPECTION CHECKLIST TABLE 1,11102.4 2) 37 RESERVED 19 60'x80• - - " 2246 55-39 589 - SKYLIGHT - - �Ap 14 2009-2015 IECC-ALL RECE55ED LIGHTING FIXTURES SHALL BE IC-RRTED RND LABELED AS MEETING RSTM E283. ALL 5HRLL BE SEALED WITH R GASKET OR CAULK BETWEEN THE HOUSING AND THE CEILING SURFACE 38 RESERVED 20 72°x60° - - 15. 2009-2012 IECC-PROGRRMMRSLE THERMOSTATS TO BE SUPPLIED AND INSTALLED BY BUILDER FOR FORCED RIR SYSTEMS. 2015 IRC,PROG T-STATS REQUIRED ON"RLL"HEATING 6 COOLING SYSTEMS 39 RESERVED 21 40"xB(r - - WOOD/MIRROR BT-PR55 SLIDER VIWINCO 16. 2009-2015 IECC-ATTIC ACCESS HATCHES AND DOORS SHALL BE WEATHER-STRIPPED AROUND TFC PERIMETER AND - - WOOD POCKET INSULATED TO MEET THE SAME R-VRLUE AS THE SURROUNDING CEILING 40 RESERVED 22 24"x60° IDENT NO U VRL LIGHT VENT TYPE MRX FLA. EGRE55 MAT SHGC 17 2009-2012 IECC-ALL WOOD-BURNING FIREPLACES SHRILL HAVE GRSKETED DOORS SUCH THAT COMBUSTION AIR IS NOT 41 RESERVED 23 30"xB0" - - " ° AREA SF COLOR SF DRAWN FROM THE INTERIOR OF THE BUILDING 2015 IRC,GRSKETED DOORS COMPLY WITH UL127 IF INSTALLED 18 2009-2012 IECC-FRAMING CAVITIES SHALL NOT BE USED AS SUPPLY DUCTS FOR FORCED-RIR SYSTEMS H-1 ELECTRIC HEAT 12-2 WIG 20 RMP DOUBLE 24 48NEID' - - FRENCH SH-CH SH-OH 5H-OH SH-CH SH-CH 19 2012 IECC-FRAMING CAVITIES MAY NOT BE USED AS R/R DUCTS FOR FORCED RIR SYSTEMS H-2 " '� " " 25 S(rx60° - - ° 2060 030-029 425-414 238-Z31 SH-OH 5313-5175 - VINYL 20.2009 IECC -509 OF ALL PERMANENTLY INSTALLED LAMPS SHRILL BE HIGH EFFICACY LAMPS 2012-2015 IECC 758 ALL PF_RPIRNENTLY INSTALLED LAMPS SHALL BE HIGH EFFICACY LAMPS CFL'.SHALL SATISFY THIS REQUIREMENT. LAMPS H-3 " 26 72'xB0° - - 3037 030-029 435-419 229-221 SH-0H 5436-5238 - VINYL TO BE SUPPLIED AND INSTALLED BY OTHERS 21 2009-2015 IECC-HWBB PIPIING SHALL BE INSULATED TO R-3 MINIMUM. H4 " 27 48",3W - - DOUBLE 3449 030-029 73-711 382-3.73 SH-0H 1 91.25-9888 - VINYL SHI=O2B 22 2015 IECC DOMESTIC HOT WATER PIPING SHALL BE INSULATED TO R3 UNDER ANY OF THE FOLLOWING CONDITIONS: H-5 •mr rmmaa u rxuvv " 28 60'x130' - - 3937 0.30-029 1 595-573 307-2.9315H-0H 7438-71-63 - VINYL -PIPING 3/4"AND LARGER OH--02B -PIPING SERVING MORE THAN ONE DWELLING UNIT. H-6 " " " " 29 1 7Tx80° - - - 4p6O EGRESS 030-029 IL43-1119 594-562 SH-DH 14ZBB-139.89 S9-513 VIM, -PIPING LOCATED OUTSIDE THE CONDITIONED SPACE ry-7 " " " " " ^ 3666 EGRESS 030-029 11.15-1094 564-573 SH-0H 13938-13675 58-57 VINYL -PIPING FROM THE WATER HERTER TO R DISTRIBUTION MRIUDLD. DOORS RND WINDOWS MAY HAVE SUBSTITUTE MRNUFRCTURFJRS,BUT SHALL COMPLY WITH THE -PIPING FOR RECIRCULRTION RND ON-DEMRND SYSTEMS H-8 RPPLICRBLE ENERGY CODE,STRUCTURAL AND EGRESS REQUIREMENTS 23 2012-2015 IECC-EAVE"WIND-WRSH"BAFFLES Reqq'd 24.2012-2015 IECC-WHOLE HOUSE MECHANICAL VENTILATION SYSTEM Req'd TO MEET SECTION M1507 REOUIRMENTS. 3035 029 472 3.43 CSMNT 5900 - VINYL 25.2012-2D15 IECC-MIN.FAN EFFICACY REOUIRMENT5 FOR MECK SYSTEMS-SEE TABLE 14110351 BELOW. FIFCTRTCRi NOTFS._ Q,Fr.TRTrRI NOTES (CONT): 25.2015 IECC,ATTIC RCCESS DOORS IN WRLLS TO UNCONDITIONED SPACES MAY BE U 032 max OR R-32 min. L WHEN CIRCUITS REQUIRED WILL NOT FIT IN R SINGLE PANEL BOX,R SUB-FEED SHALL BE 17 2008-2011 NEC-GFCI PROTECTION IS REO'D W/I R 5 FT RADIUS FROM THE EDGE OF ALL 3060 EGRESS 029 6.6 624 CSMNT 10750 62 VINYL. 27.DUCT TESTING TO BE PERFORMED ON-SITE BY OTHERS PER 2015 IRC SECTION 1410333 WHEN DUCTWORK IS REQUIRED SEE SHT 6R SINKS EXCLUDING THE KITCHEN SINK. 5550 EGRE55 029 1571 11.0 CSMNT 19638 fit VINYL X5=025 OUTSIDE THE THERMAL ENVELOPE 2 LAUNDRY CIRCUITS ARE STRNORRD IN CRAWL SPACE UNITS 18 2014 NEC-GFCI PROTECTION IS REO'D W/I R 6 FT RADIUS FROM THE EDGE OF RLL 8460 EGRESS 029 2357 165 CSMNT 29483 61 VINYL. PIC�30 3. OPTIONAL CEILING LITES OR FAN LITE5 MAY REPLACE SWITCHED RECEPTACLES. CEILING 51)0X5 THE DI5HWR5HER MUST GFCI PROTECTED FRN LITES MAY REPLACE CEILING LITES PROVIDED THE LIGHT 15 SWITCH-WIRED 19.2008-2014 NEC-SWITCHED RECEPTACLES MUST HAVE ONLY 1-OUTLET OF THE RECEPTRCLE INDEPENDENTLY OF THE FRN MOTOR SWITCHED TO QUALIFY FOR R'REQUIRED"RECEPTACLE FOR RECEPTACLE SPACING 4. CIRCUIT SCHEDULE REFLECTS ELECTRIC APPLIANCES WHEN GAS APPLIANCES ARE USED, REQUIRED BY CODE 9260 030-029 25.45-2519 619-61)3 PIC-SH-DH 15435-150.75 - VINYL THE WIRE, BREAKER AND POLE PRRRMETERS USED SHALL BE THE SAME AS FOR R GENERAL 20.2008 NEC-BALCONIES,PORCHES,RND DECKS OVER 20 50 FT SHALL BE PROVIDED WITH 7D ILLUMINATION CIRCUIT OR MANUFRCTURER'S INSTRLLPInON INSTRUCTIONS. RN OUTDOOR RECEPTACLE 2011 NEC"RLL"BRLCONIES,PORCHES,AND DECKS SHALL BE 5 SEE DRAWING 38 FOR ADDITIONAL ELECTRICAL NOTES PROVIDED WITH AN OUTDOOR RECEPTACLE 2014 NEC THE REQUIRED RECEPT DOES NOT RW3212 I 026 LO 1.3 AWNING I 1250 - VINYLSPACE RESERVED FOR THE NEW YORK STRMP OF APPROVAL G. IDE) SMOKE ALARMS SHALL NOT BE PLACED ON BRANCH CIRCUITS PROTECTED BY RRC-FRULT HAVE TO BE W/I THE CONFINES OF THE DECK BUT MUST BE ACCESSIBLE FROM THE DECK 0.32 CIRCUIT INTERRUPTER.ALL SMOKE RLARMS SHALL BE SUPPLIED BY BRANCH CIRCUITS 21.2008-2014 NEC-ALL CEILING LIGHT BOXES TO BE RATED FOR 50 LB. EXCEPTION: AW4B12 026 1.6 21 AWNING 200 - VINYL DEDICATED TO SMOKE RLARM EQUIPMENT AND SHALL BE MECHANICALLY PROTECTED BY FOR UTILIZATION EQUIPMENT(EX:SMOKE DETECTORS)WEIGHING 6 LBS OR LESS,R t T"V '•' LOCK-ON DEVICES. 5TD BOX MAY BE USED 2014 NEC:BOXES RATED AT>50 LB MUST BE LABELED IN BOX. SH=SINGLE-HUNG,OH=DOUBLE-HUNG,CSMNT=CASEMENT.PICT=PICTURE F a" 7. (ME) SMOKE RLRRMS SHALL NOT BE PLACED ON BRANCH CIRCUITS PROTECTED BY RRC-FRULT 22.2003-2014 NEC-RLL 125-VOLT,15 RND 20 AMP RECEPTRCLE5 INSTALLED IN DWELLING NUMBER AT LEFT-IDICRTE5 SINGLE-HUNG VALUES,NUMBER AT RIGHT INDICATES DOUBLE-HUNG VALUES. _ x DEPARTMENT OF STATE CIRCUIT INTERRUPTER ALL SMOKE ALARMS 5HRLL BE SUPPLIED BY BRANCH CIRCUITS UNITS MUST BE TRMPER-RE5I5TRNT RECEPTACLES. 2011-2014 NEC-TR RECEPTRCLE a DIVISION OF BUILDING STANDARDS AND CODES DEDICATED TO SMOKE ALARM EQUIPMENT. NOT REOD FOR RECEPTRCLE5 65 OR GREATER RFF.OR IF THE RECEPTACLE IS PARTGL6ZBNB-Gf VENT RNO.F,GRFS5..WM ,1 ALBANY,NY 12231-0001 S. (MA) THE OPERATION OF R SINGLE GFCI DEVICE SHALL NOT DEENERGIZE RLL LIGHTING OF THE LUMINRIRE OR APPLIANCE L EGRESS WINDOWS CLEAR OPENING: MIN WIDTH 20",MIN CLEAR HEIGHT 24°,MIN.OPEN 57 SF �y0 o7A' c Component OUTLETS IN R GIVEN AREA. 23.2008-2014 NEC-ALL DWELLING UNITS SHALL HAVE R COMMUNICATIONS OUTLET. IF NOT 2 RGGREGRTE GLAZING RRLLED FA OF HRSITRBLE SPACES(LIVING,SLEEPING,EATING OR COOKING) ,o�7A'PSticttp4 Stamp ofAppraval fora System,Model or tomponent M1387 2017-123 1017 S. 2002/2005 NEC-ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT,15 AND 20 RMP OUTLETS PROVIDED BY MRNUFRCTURER,IT WILL BE PROVIDED RND INSTAON-SITE BY OTHERS. SHALL BE BR OF THE FLOOR AREA WITH 4%OPENING FOR VENTILATION. INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN RRC-FRULT CIRCUIT 24 2008-2014 NEC-HYDRO-MRSSAGE TUBS(WHIRLPOOLS)=ALL RECEPT'S WITHIN 5 FT OF 3. FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILATION REQUIREMENTS,ANY ROOM SHALL gig/��y' Manufactmefs No ff.fm Na, DateofAppmval INTERRUPTERIS). THE INSIDE WALL OF THE TUB SHALL BE GFCI PROTECTED. IF THE WHIRLPOOL IS BE CONSIDERED RS A PORTION OF AN ADJOINING ROOM WHEN AT LEAST 1/2 OF THB AREA OF NOTICE:This approval is eppFeab�a orJy b moss cenpanents ofine Warymanufedured 10,2008/2011 NEC-ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT,15 CHORD/PLUG CONNECTED,THE OUTLET MUST BE READILY ACCESSIBLE WITHIN 12"OF THE COMMON WALL I5 OPEN AND UND65TRUCTED AND PROVIDES RN OPENING OF NOT LESS THAN bWdmgs(Modulag mal ma febnrated and-rebledal the f dory manufaduref,fadiy FIND 20 RMP OUTLETS INSTRLLED IN DWELLING UNITS SHALL BE PROTECTED BY R THE RCCESS,FACING THE ACCESS 1/10 OF THE FLOOR AREA OF THE INTERIOR ROOM, BUT NOT LESS THAN 25 SQUARE FEET. This appovWO4nNremattnmamdaduwfmmmpmWNUybrdevla0ms,e,mn COMBINRTION-TYPE RRC-FRULT CIRCUIT INTERRUPTER(S). EXCPTNS: BASEMENTS, 25.2008-2014 NEC-LAMP HOLDERS INSTALLED IN WET OR DAMP LOCATIONS SHALL BE OF 4.OPEPR13LE WINDOWS LOCRTED MORE THAN 72"ABOVE FINISHED GRADE MUST MAINTAIN THE cramissianbamlleeppmreddoameel., KITCHENS,GARAGES,6 BATHROOMS. KITCHENS AND LRUNORT AREAS MUST ALSO BE THE WATERPROOF TYPE LOWEST PART OF THE WINDOW CLEAR-OPENING R MINIMUM OF 24°ABOVE THE FINISHED AO suereiawwrkre eefr.pp-d by me laal Code Echrmmmnl OmoeL RRC-FRULT PROTECTED PER THE 2014 NEC. 25 2011-2014 NEC-FOYERS GREATER THAN 60 50 FT MUST HAVE R RECEPTACLE ON EACH FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED IF THE WINDOW CLEAR-OPENING fir' a/f' 11.EXTERIOR RECEPTACLES. WALL SPACE 3 FT OR LARGER. DOES NOT MEET THESE PERRMETER5,THE BUILDER SHALL BE RESPONSIBLE FOR COMPLIANCE ...-74ae_, n)SHALL BE INSTRI I AT THE FRONT AND REAR OF THE DWELLING 27.2011-2014 NEC-WHERE SWITCHES CONTROL LIGHTING LORDS A NELTTRRL SMALL BE WITH SECTION 86132 12006 IRC),R61Z2 12009 IRC)OR R312(2012-15 IRC). Johnft Addado,PE,Acting Diredor Daryl Andreodes,RA b) SHALL BE COVERED BY AN 'IN-USE"WEATHERPROOF ENCLOSURE FOR 2014 NEC PROVIDED AT EACH SWITCH LOCATION. 2014 NEC-NOT RED'D ON SWITCHED PECEP115 5 ALL WINDOWS REQUIRE FLASHING.2012 IRC(R703B)b 2015 IRC IR7034),PAN FLASHING Req'd IF 2012-2015 IRC TABLE 14110351 COMPLIANCE,THE ENCLOSURE MUST ALSO BE LABELED AS*EXTRA DUTY". 28 2011-2014 NEC-REIDENTIFIED SWITCH LOOPS CAN BE USED ONLY FOR THE SUPPLY TO INSTRUCTIONS ARE NOT PROVIDED c) SMALL BE TRMPER-RESISTRNT AND WEATHER RESISTRNT (2008-2014 NEC) THE SWITCH BUT NOT RS R RETURN CONDUCTOR FROM THE SWITCH TO THE OUTLET S.WINDOW5/00DR5/SKYLIGHTS IN BUILDINGS IN WINDBORNE DEBRIS REGION5 SHALL BE PROTECTED FROM MIN.AIR IN.EFFICACY MAY RIR dl SHALL BE GFCI PROTECTED ILE.LIGHT or RECEPTRCLE). WINDSORNE DEBRIS MRTERIRLS/CONSTRUCTION BY BUILDER PER ONE OF THE FOLLOWING METHODS: LOCATION FLOW(CFM) (CFM/WRTT) FLOW(CFM) eI SHALL BE ON R GENERAL ILLUMINATION CIRCUIT R-STORM SHUTTERS MEETING ASTM E 1996 AND RSTM E 1086 REDMTS INSTLO PER MFNUF INSTRUCTION., RANGE HOOD ANY ZB ANY MASTER SERIES F)SHALL NOT BE ON R CIRCUIT THAT FIRS RECEPTACLES FOR BATHROOMS OR R EXTERIOR DOOR AND WINDOW DP RATING REQUIREMENTS B-AGENCY RATED WOOD STRUCTURAL PANELS MIN THKN5 7/16°,MAX B FT SPAN ALLOWABLE FOR MRH SMALL APPLIANCE CIRCUIT. 2D14 NEC-NOT ON A GARAGE CIRCUIT AS WELL WALL WIND MRH 6 EXP WIND WIND PRES RRMq OR=33 FT.PANELS TD BE PRECUT, SIZED TO ALLOW ATTACHMENT TO THE FRAMED OPENING IN-LINE FRN ANY I 213 ANY 12 ADDITIONAL EXTERIOR RECEPTACLES OTHER THAN THOSE REQUIRED BY THE NEC STORY WANE NnsINulU ROJ PRESSURE REO'0. GARDE CONTAINING THE GLAZED OPENING.PANELS TD BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED BIRTH.UT RM 10 14 c90 RLL MODELS MAY BE RDOED R5 RN OPTION. 2009-15 IRC,PERIMETER ATTACHMENT SHALL BE WITH a8 WOOD SCREWS AT B'oc,-10 WOOD SCREWS 13.2008-2014 NEC-ALL GARAGE RECEPTACLES MUST BE GFCI PROTECTED GRRRGE 101/130 129 201 259 30 AT 9"oc,OR WITH ITV LAGS m 16"oc.FASTENERS TO BE LOCRTED R MIN OF 1°FROM PRNEL EDGE BIRTH,UT RM 90 ZB SCHEDULES b NOTES DOOR OPENER RECEPTRCLE5 MUST BE GFCI PROTECTED,BUT THE GFCI PROTECTION 4 110/142 L29 236 30.4 35 AND SHALL PENETRATE Z'INTO WALL FRAMING BELOW EXT.WALL COVERING. DEVICE MAY NOT BE INSTALLED IN THE CEILING DUE M ACCESSIBILITY. 120/155 129 261 362 40 C-METHOD SHALL BE APPROVED BY THE RI-1-1 SEE SECTION 301;112 AND TABLE 3012.12. WRLL COVERING SCHEDULE 14 2014 NEC-R DEDICATED CIRCUIT 15 REDD FOR RECEPTS/LIGHTS CONTAINED"INSIDE" 1 101/]30 1.29 246 320 35 7 WINOBORNE DEBRIS REGIONS, 2003-09 IRC d MR RREAS W/I HURRICANE-PRONE REGIONS W/I 1-MILE OF MUNCY HOMES, INC. THE GRP.gGE ONE RECEPT MIN.PER VEHICLE BAY]N GARAGE. 5 110/142 1.29 291 37 40 COASTAL MERN HIGH WATER LINE IN SRSIC/NOMINRL WIND AREAS>OR=110 MPH OR IN RLL 120 MPH WALL COVERING STUD SPACING 15 2014 NEC-ELECTRIC VEHICLE CHARGING OUTLETS 5HRLL BE ON R DEDICRTED CIRCUIT AREAS 2012 IRC-REF WINDBORNE DEBRIS MRP FIG R30L2(4)C. 16 2014 NEC-DRYWALL SCREWS, WOOD SCREWS,ETC.MAY NOT BE USED TO MOUNT 120/ S 1.29 34. 448 45 2015 IRC-BASED ON ULTIMIRTE DESIGN WIND SPEEDS,WINDSORNE DEBRIS REGIONS ARE W/I 1-MILE 1/4"W000 PANELING I6"OC 156 P FIXTURES TO BOXES. MACHINE SCREWS MRTCFING THE BOX MUST BE USED 101/130 1.4 201 281 30 OF COAST IN 130 MPH AREAS AND IN AREAS=or>140 MPH. 1/2"or 5/8" GYPSUM BOARD 16"OC.OR 24"0.0 MUNCY, PR 17756 4 0 236 330 35 B EXTERIOR WINDOWS RND DOORS SHALL BE DESIGNED TO RESIST THE DESIGN WIND LORDS PER TRBLES 1/4"or 3/8"GYPSUM BOARD le 0 C.OR is- C Z 120/155 L4 261 393 40 g,ROOR30F2UNOERLAYMI3EAT:[2012)RC)ADJUSTED F�20HVEesd,2015IGHT O1RCF>140 Vul0SEE EDT0ACOMPLYRWILII�i ASTM DFOR U226 TYPE II,MMARY 1/2" VINYL COVERED GYP,BD 16"OC OR 24"OG DRN BY DATE SCALE REV HT. 140. 101/130 1.4 248 347 4 RSTM D 4869 TYPE If OR RSTM D 6757 RTTRCH W/PLASTIC OR METAL CRP NRILS,1"(.In)DIAM 5 110/142 14 291 407 45 HERD,329 SHEET-STEEL THKNS HERD,129(min)SHRINK. 3/4"(mm)NAIL PNTRRTION INTO ROOF DATABASE NAME MJL 3-22-91 NONE 8-18-2017 3s IL 1 120/155 1.4 34.7 4&6 50 -SHEATHING LIAIDERLRYMENT LAPS 4°GnuJ OPT.-RDFfrRED LINDERLAYMENT COMPLYING WITH RSTM D 1970 03\3a_n 06 GENERRL NOTES - 1 GENERAL NOTES - 2 ELECTRICRL NOTES SEISMIC DESIGN NOTES IGENERAL FIELD NOTES ELECTRICRL FIELD NOTES L WALL AND CEILING FINISHES SHALL HAVE R L WATER HEATERS IN ENCLOSED SPACES SHALL HRVE 2° 17-THE GREATEST RISER HEIGHT OR TREAD DEPTH WITHIN L WIRING SHALL BE IN ACCORDANCE WITH THE LATEST L DETRCHEU ONE RNO TWO FAMILY DWELLINGS LOCRTED L INHERE ADJOINING MODULES THAT HAVE GAPS OF 1/8" L INTERMODULE CONNECTIONS FLAME SPREAD RATING OF NOT GREATER THAN 200 MIN.CLEARANCE OR FINISH SHRILL HAVE FLAME SPREAD ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE ADOPTED NEC AND INSPECTED IN PLANT BY AN IN SOC C ARE EXEMPT FROM SEISMIC REQUIREMENTS OR MORE,FIRESTOPPING SHALL BE PROVIDED AND R-BRSEMENT MODELS-ELECT.CONNECTIONS BETWEEN w 2. ERCH DWELLING SHALL HRVE A MRIN EXIT DOOR RATING OF LESS THAN 25 SMALLEST BY MORE THAN 3/B" RPPROVED OURLITY RSEURANNCE RGENCY. SEE R3OL22 EXCEPTION SECTION R301224 INSTALLED AT ALL CEILING AND FLOOR LEVELS BY MODULE(51 AND PANEL BOX PRE BY DIRECT HOOK-UP TO THIS DOCK SHALL BE SIDE HINGED,NOT LESS THAN 2 OPT.FACTORY BUILT FIREPLRCE5 SHALL BE LISTED. TREAD DEPTH OF WINDERS SHRLL COMPLY WITH 2 WIRING SHRLL BE TYPE NMB. SHRLL BE COMPLIED WITH WHEN USING THE THE BUILDER ANO/OR SET-UP CREW ON 5ITE THE PANEL BOX WIRES SHALL BE LABELED 3 FEET IN WIDTH AND 6 FEET 8 INCHES IN HEIGHT LABELED FIND INSTALLED IN ACCORORNCE WITH THE R3117-5ZL R FLIGHT OF STAIRS SHRLL NOT HAVE 3 CIRCUIT BREAKERS SHRLL BE RATED AT 10.000 RIC. PRESCRIPTIVE PORTIONS OF THE RCNYS.SEE THE TYPE,THICKNESS AND INSTALLATION OF MRTERIRL B-2 STORY MODELS-SECOND FLOOR WIRES ARE COILED 3. DWELLING<S TO LOT-LINE REQUIRE FIRE PROTECTION CONDITIONS OF LISTING FACTORY BUILT FIREPLACES A VERT RISE> 12'B/W FLR LEVELS OR LANDINGS. 4 CONDUCTORS,DEVICES FIND EQUIP.SHRLL BE LRBE(ED R3012Z IRREGULAR BUILDINGS SHRLL REQUIRE A SERVING AS R BRRRID2 TO THE UNOBSTRUCTED UNDER THE FLOOR OF EACH MODULE THESE WIRES SHALL REQUIREMENTS OF SECTION R3021(2003-2012 IRC&MR) 5Hll1 BE TESTED IN ACCORDANCE WITH UA 127. THE WIDTH OF EACH LANDING SHRLL NOT BE< THE AND/CR L157ED BY RN APPROVED TESTING RGENC7 FIND PLAN SPECIFIC ANALYSIS WOOD FRAMED BUILDINGS MOVEMENT OF FLAMES AND PRODUCTS OF COMBUSTION BE FED THROUGH PRE-DRILLED HOLES IN THE FIRST AND TABLE R301210 (2D12-15 IRC) EXT.RIR SUPPLY SHALL COMPLY WITH SECTION R10D6 STAIRWAY OR DOOR SERVED EVERY LANDING SHRLL INSTALLED IN RCCORORNCE WITH LISTING. SHRLL BE LIMITED TO THREE STORIES ABOVE GRROE SHRLL BE APPROVED BY THE AUTHORITY HRVING FLOOR ENDWRLL TOP RND SOLE PLATES IN STUD 4. CEILING HEIGHTS SHRLL CONFORM TO SECTION R3O5 (2006-15 IRC),3E)DEG MAX FLUE ANGLE AND NO HRVE A MIN DIM OF 35"MERSURED IN THE DIRECTION MANUFACTURER'S INSTRUCTIONS RND APPLICABLE CODES OR THE LIMITS GIVEN IN TABLE R602141-SEE JURISDICTION. CAVITIES LCCRTED DIRECTLY BELOW THE SECOND FLOOR 5. DWELLING UNITS IN TWO-FRMILY DWELLINGS SHRLL BE MORE THAN(4)ELBOWS (2012-15 IRC1 GAS FP N/A. OF TRAVEL 5 NONMETALLIC SHEATHED CABLE SHALL BE SECURED AT R30L22.4.L 2 MANUFACTURER HAS OPTION OF OMITTING PORTIONS WIRE DROPS SEPARATED FROM EACH OTHER BY WALL RND/DR FLOOR 3. HVRC AND FIREPLACE CHIMNEY RND CONVECTORS SHALL 18 STAIRWAYS SHALL NOT BE<36' N CLEAR WIDTH MEMBERS NOT LESS THAN I L4"FROM EDGE OR SHALL Z 5EE FIGURE R30122)FOR SEISMIC 00 AREAS OF/OR COMPLETE ROOF,CEILING ANO/OR FLOOR SWITCH LEGS FOR SECOND FLOOR STAIRS LIGHT RSSSEMBLIE6 OF NOT LESS THAN 1 HOUR FIRE COMPLY WITH NFPR 21L AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGH BE PROTECTED WITH 1/16"THICK STEEL SLEEVE OR CHECK WITH THE AUTHORITY HRVING JURISDICTION SECTIONS OF MODULES,IF BUILDER WANTS TO DROPPED TO BASEMENT SHALL BE INTERCONNECTED ON RESISTIVE RRTING WHEN TESTED IN RCCORDRNCE WITH 4.• BATH FRN OUTPUT 50 CFM MIN KIT EXH.135 CFM MIN. RND BELOW THE REO'D HEADROOM HEIGHT. HRNORAILS PLATE CABLE PASSING THROUGH NOTCHES SHRLL BE IN THE MUNICIPALITY FOR SEISMIC DESIGN CATEGORY CONSTRUCT SAME IN THE FIELD DESIGN OR SITE BY THE BUILDER RSTM E119 FLOOR-CEIG ASSEMBLIES SHRLL EXTEND S. SAFETY GLAZING SHRLL BE USED WHERE REQUIRED BY SHRLL NOT PROJECT> "ON EITHER SIDE OF THE PROTECTED WITH A 1/16"THICK STEEL PLATE 3. JOISTS SHRLL BE SUPPORTED LATE' LIN4.5RLLY.SEE RSOZ7 VERIFICATION OF DESIGN.SHALL BE BY R PE.OR RAC-CAPE MODELS-MRNUFRCTURER PROVIDES JUNCTION TO AND BE TIGHT AGAINST THE EXTERIOR WALL,RND SECTION R3DB 4. STAIRWAY AND THE MIN CLEAR WIDTH OF THE STAIRWAY NONMETALLIC SHEATHED CABLE SHALL BE SECURED AT IN SOC DO,SOLID BLOCKING SHRLL BE PROVIDED RT IN ACCORDANCE WITH GOVERNING CODES.TO ENSURE BOXES IN CEILING BEHIND KNEEWRLL FOR GENERRL WALL ASSEMBLIES SHRLL EXTEND THE UNDERSIDE 6 ENCLOSED ROCES5MBLE SPACES UNDER STAIRS SHRLL RT RND BELOW THE HRNORRIL HEIGHTSHRLL NOT BE V-6"MAX WITHIN I''-0"OF OUTLET BOX EACH INTERMEDIATE SUPPORT.SEE RS0z7 EXCEPTION ROOF DESIGN DOES NOT EXCEED THE LORD CARRYING ILLUMINATION.SMOKE DETECTOR RND HEAT CIRCUITS OF THE ROOF SHEATHING WHEN THEE FLOOR ASSEMBLY HAVE WRLLS,UNDER STAIR SURFACE AND ANY <3LS'WHERE R HANORRIL IS INSTALLED ON ONE SIDE 6 RECEPTACLES SHALL NOT BE LOCATED OVER ANY PART 4 WHEN THERE IS R CRNTILEVER AND THE RIM JOISTS CAPABILITIES OF THE LORD BEARING WALLS, ON SECOND FLOOR BY THE BUILDER IS REQUIRED TO BE FIRE-RESISTANCE ASSEMBLY THE SOFFITS PROTECTED ON THE ENCL05ED SIDE WITH RND 27"FOR HRNDRRILS ARE INSTALLED ON BOTH SIDES OF ELECTRIC BRSEBORRD HEAT UNITS ARE SPLICED,THE RIM JOISTS SHRLL BE SPLICED DESIGNER SHRLL CONTACT THE MANUFACTURER TO ELECTRICRL MRT°LS TO COMPLETE THE SECOND FLOOR HAVE AN E CONSTRUCTION OF THE ASSEMBLY SHRLL R MINIMUM 1/2 INCH GYPSUM BOARD 19.FACTORY SHALL PROVIDE OPENING THROUGH FLOOR 7 IN KITCHENS R RECEPTACLE OUTLET SHRLL BE USING R GALVANIZED METAL TIE NOT LESS THAN VERIFY THE SIZE, SPECIES,GRADE,AND OC SPRCING SHRLL BE FURNISHED AND INSTALLED BY THE BUILDER HAVE AN EQUAL OR GREATER L COMPLY WITH SECTION 7• TSD PARTY LABEL INSIGNIA OF APPROVAL AND DATA LARGE ENOUGH TO ALLOW STAIRS TO COMPLY WITH INSTRLLED AT EACH WALL COUNTER SPRCE THAT IS 12' OD58"06 9a)RID 1 1/2"WIDE FRSTENED WITH OF LORD BEARING MEMBERS MATERIALS TO IN ACCORDANCE WITH GOVERNING CODES.SEE NOTE a2B S. GARAGES AND CRRPORNS SHRLL COMPLY WITH SECTION PLATE SHALL BE RFFD(ED TO THE KITCHEN SINK R311.7.1- OR WIDER RECEPTACLE OUTLETS SHRLL BE INSTALLED [6)0162"x 3 L2"OR[9)0131"x 3 1/2" COMPLETE OMITTED AREAS SHRLL BE SUPPLIED AND D-RAISED RANCH MODELS-FOR SITE IN5TRLLED 8309 2000-06 IRC)d 83025 NSTR5 6 MR) CABINET.WHEN R MODULE DOES NOT HAVE R CLOSET, 20 STEP FLASHING REQUIRED WHERE R ROOF RBUTS R 50 THAT NO POINT ALONG THE WALL LINE IS MORE NAILS ON EACH SIDE OF THE SPLICE OR A BLOCK INSTALLED BY THE BUILDER IN RCCORORNCE WITH DEVICES AT ENTRY,La SWITCHES,RECEPTACLES,ETC 7. RLL MATERIAL. ASSEMBLY.CONSTRUCTION N RND RODITIONRL LABELS SHRLL BE RFFIXED TO THE VERTICAL SURFACE THAN 24"MEASURED HORIZONTALLY FROM R RECEPTACLE THE SAME SIZE AS THE RIM JOIST OF SUFFICIENT GOVERNING CODES WIRES PRE EITHER STUBBED TO SRSEMEtNT OR COILED COVER SHE SHALL COMPLY WITH THE 2015 IRC-SEE KITCHEN SINNK CABINET WHEN THE KITCHEN CABINET 2L 36"WIDE ICE-GRURD REQUIRED IN ALL CLOSED VRLLEYS. OUTLET IN THAT SPACE LENGTH TO FIT SECURELY BETWEEN THE JOIST SPACE S. IF BUILDER WANTS TO CONSTRUCT.FABRICATE RND FOR 51TE INSTRLLRTIDN OF DEVICES BY THE BUILDER COVER SHEET FOR SPECIFIC NYS CODE VERBIAGE I5 INSTALLED ON SITE BY THE BUILDER,LABELS AND 22 MIN HRBITRBLE ROOM CIG HEIGHT=T-D" AT WHICH THE SPLICE OCCURS FASTENED WITHL. E-WHEN CIRCUMSTANCES REQUIRE CONNECTIONS OF WIRE DATA PLRTE SHRLL BE RFFIXED IN R CLOSET OR IN 23 BLOCKING REQUIRED BETWEEN JOISTS ABOVE AND S. KITCHEN COUNTERTOP.BATHROOM.GARAGE AND ETC-INTACH THE TO PORCHES.CARPORTS,GARAGES, FIRE RATINGS SHRLL BE INDICATED 81'APPROVED (8)0162"x 3 1/2"OR 02)0131"x 3 LY' BETWEEN MODULES.q JUNCTION BOX SHRLL BE LOCATED AGENCY DESIGN NUMBERS ALARMS ON DWGl51. EXTERIOR RECEPTACLES SHRLL BE GFCI PROTECTED. ETC.IN THE FIELD TOR LORD BEARING EXTERIOR WALL ANOTHER KITCHEN CABINET WHEN q MODULE HAS NO BELOW) L BRACED WALLS PERPENDICULAR AND 20 RM IJ AND BATHROOM RECEPTACLES SHRLL BE ON NAILS ON EACH SIDE TI THE SPLICE DESIGN RF VERIFICATION E DESIGN SHRLL BE BY R UNDER THE FLOOR OR NEAR THE ATTIC ACCESS B. INSTALLATION OF SMOKE FlLRRMS RND AUTOMATIC CABINETS OR CLOSETS,LABELS AND DATA PLATE PARALLEL TO FRAMING SEE R3DL2222,EXCEPTIONS 4 RND 5 F-ALL CONNECTIONS SHRLL BE MADE ON SITE BY BLDR SPRINKLER SYSTEMS SHALL COMPLY WITH SECTION 20 RMP GFCI L TUB PE OR RFL IN RCCORDRNCE WITH GOVERNING CODES SHRLL BE REFIXED IN R CLOSET OF ANOTHER MODULE 24 OPERABLE WINDOWS LOCATED MORE THAN 72"ABOVE g FOR WHIRLPOOL TUB OPTIONS.WIRING SHALL BE IN 5 BUILDINGS LOCATED IN SOC DO SHALL BE PROVIDED IN ORDER TO ENSURE DESIGN DOES NOT EXCEED THE G-SEE MANUFACTURERS SETUP PROCEDURES MRNIURL 8313 6 8314(SFE COVER SHEET,NOTE a6 FOR RS BUILT FLOOR PLANS FOR USE BY THE RUTHORITY FINISHED GRADE MUST MAINTAIN THE LOWEST PART OF WITH EXTERIOR AND INTERIOR BRACED WALL LINES 2 R-SMOKE DETECTOR WIRES DROPPED FROM EACH FLOOR HAVING JURISDICTION SHRLL SHOW ACTUAL LOCATION THE WINDOW CLERR-OPENING R MINIMUM OF 24"ABOVE ACCORDANCE WITH MANUFACTURER'S INSTALLATION LORD CARRYING 5RLLITIES OF THE LORD BEARING FIRE SPRINKLER INFORMATION SPECIFIC TO NYS) SPACING BETWEEN BRACED WALL LINES SHRLL NOT TO BASEMENT SHRLL BE INTERCONNECTED WITH 9 CONCEALED SPACES BETWEEN FLOOR/CEILING OF THE INSIGNIA OF APPROVAL THE FINISHED FLOOR OF THE ROOM IN WHICH THE WHEN C WASHER RNO SHRLL BE GFCI PROTECTED EXCEED 25 FEET ON CENTER IN BOTH THE WALLS.DESIGNER SHRLL CONTACT S THE MANUFACTURER AND BASEMENT SMOKE DETECTOR BY THE BUILDER RSSEMBLIE5 SHRLL BE DRRFTSTOPPED RT 1000 SF 10.WHEN A NRSHER RECEPTACLE IS INSTALLED INR TO VERIFY THE LORDING.SIZE,SPECIES.GARDE RND 8 EXT.RAISES SHRLL HAVE IN5l1LATI0N RND DRYWALL WINDOW T LOCATED IF THE WINDOW CLERK-OPENING BATHROOM.WHETHER R SEPARATING DOOR IS PRESENT LONGITUDINAL RND TRANSVERSE DIRECTIONS. OC SPACING OF LORD BEARING MEMBERS GABLE END B-FOR CAPE UNITS,WIRE IS STUBBED THROUGH INTERVALS SEE SECTION 850212 MRTERIRLS WALL BRACING SHRLL BE IN ACCORORNCE WITH FLOOR/CEILING FOR BUILDER TO INSTALL SECOND SHRLL COMPLY WITH SECTION R50212L 9. IDE OF SHRLL BE PROVIDED ON AT LEAST ONE DOES NOT MEET THESE PO RCOMPLI, THE BUILDER OR NOT,THAT RECEPTACLE SHRLL BE GFCI PROTECTED. WALLS EXCEPT FOR THOSE SUPPORTING WINGED SIDE OF EACH STAIRWAY WITH FOUR OR MORE RISERS SHRLL BE RESPONSIBLE FOR COMPLIANCE WITH IL GFCI CIRCUIT PROTECTION SHRLL BE PROVIDED BY TABLE ION: 1 GABLES.BALCONIES.2nd FLOOR WALL DEAD LORDS ARE FLOOR SMOKE DETECTORI51 10.FIR®LOCKING SHRLL BE PROVIDED IN WOOD-FRAME HRNDRRIL HEIGHT.MEASURED ABOVE STAIR TREAD SECTION R6132(2005 IRC),R6122(2009 IRC 6 MR), EXCEPTION: IN ONE RND TWO STORY BUILDINGS, 3 BATHROOM CIRCUIT WIRES ORCPPED FROM EACH FLOOR TO FLOOR CONSTRUCTION AND FLOOR-CEILING A55EMBL.IES BREAKER OR RECEPTACLE NON-LOAD BEARING CONTACT N1RN1I1FRCTURER TO VERIFY IN ACCORDANCE WITH SECTION R60zB(2000-05 IRC), NOSINGS SHRLL BE NOT LESS THAN 34 INCHES AND 8312(2012-]5 IRC), SPACING BETWEEN BRACED WALL LINES SH91.1_NOT BASEMENT SHRLL BE INTERCONNECTED BY THE BUILDER 12 SMOKE DETECTORS SHRLL BE FIRIX 4518 OR R BEARING STATUS OF GABLE END WALLS WHEN M DOUBT 4 PRNEL BOXES IN CRAWL SPRCE UNITS SHRLL BE NOT MORE TARN 38 INCHES.SEE SECTION 83117.81 25 2009-15 IRC 6 MR-"HABITABLE ATTICS"SHRLL BE EXCEED 35 FEET ON CENTER IN ORDER TO 830211[2009-15 IRC 6 MR) CHIMNEY FIREBLOCKING GURRD5 SHALL COMPLY WITH SECTION R3171. DESIGNED WITH PERMANENT STAIR FOR VERTICAL (LISTED EOUIVRLENT. ACCOMMODATE ONE SINGLE ROOM NOT EXCEEDING 4 WHEN CONSTRUCTION RND FRBRICRTION OF ELEMENTS. INSTRI BY THE MANUFACTURER.FOR OTHER UNITS, SHRLL COMPLY WITH R100116(2000-06 IRC),8100319 13.SMOKE DETECTORS SHRLL BE DIRECTLY CONNECTED TO Le PORCHES.CRRPORTS.GARAGES. ETC IS DONE IN R 10 VENTI ATION OF ATTIC SPRCE SHRLL BE PROVIDED BY EGRESS RND A MINIMUM OF(ID EGRESS WINDOW 900 E IN EACH DWELLING UNIT ALL DINNER THE MANUFACTURER MAY EITHER INSTALL THE PANEL BEFORE IRC 6 IS COVERED OR CO SHRLL BE APPLIED R COMBINRTION OF ERVE AND RIDGE VENTS THE 26.7003-15 IRC 6 MR-BRACED WALL ANALYSIS SHRLL BE I GENERRL ILLUMINATION CIRCUIT WITH NO BRACED WELL LINE SPACING SHRLL BE 25 FEET APART MANNER THAT DOES NOT IMPOSE FI O ALAR UNIT. BOX WIRE THE PANEL BOX LNDERNERTH FOR BEFORE SPRCE IS COVERED OR CONCEALED INTERVENING SWITCHES RNID SHRLL A INTERCONNECTED MAXIMUM.EXTERIOR BRACED WALL LINE SHRLL STRUCTURAL LIVE LOADS ON THE MODULAR UNIT.NO INSTRLLRTION BY THE BUILDER OR LABEL WIRES AND IS ROOF COVERINGS SHRLL COMPLY WITH SECTION 8905 MINIMUM NET FREE VENTI.E SPA AREA SHALL BE PERFORMED ON EACH MODEL PER SECTION 860210 IN SUCH R MANNER THAT THE ACTIVATION OF ONE VERIFICATION OF LORD CARRYING CRPRBILITIES I5 L300 OF THE AREA OF THE SPRCE VENTILATED 2003-ZO15 IRC 6 MR) HRVE R BRACED WALL PANEL LOCATED RT THE END OF SHIP PRNIEL BOX AND BREAKERS L005E FOR 12 SKYLIGHTS AND SLOPED GLAZING SHRLL COMPLY WITH ALARM WILL ACTIVATE ALL ALARMS IN THE REQUIRED BY THE BUILDER FOR THE RTTRCHMENT OF 40X-SDR VENT REO'D RT THE RIDGE QW2-15 IRCI 27.2012-15 IRC-DRIP EDGE SHALL OVERLAP 2".EXTEND R THE BRACED WALL LINE SEE FIG 86021013 INSTRLLRTION BY THE BUILDER. SECTION/3066 TUBULAR DAYLIGHT DEVICES SHRLL INOMDUAL UNIT S. ADHESIVE R7TRCHMENT OF WALL SHEATHING SHRLL ELEMENT 70 THE MODULAR UNIT. 11 THIS NOTE RESERVED FOR FUTURE USE MINIMUM OF 1/4"BELOW THE ROOF 5HERT1-OtVG,EXTEND 5 WHEN PANEL BOX IS INSTALLED IN UNLIT.ELECTRICRL COMPLY W/SECTION R SU [2012-15 IRC) THEY SHRLL A LOCATED IN EACH SLEEPING ROOM. NOT BE PERMITTED IN SDCS C OR DO SEE RE02101L5 5. OPENINGS U MARRIAGE WALLS GREATER THAN fi'-D' 12 INDIVIDUAL COMPONENTS SUCH AS STRUCTURAL UP THE ROOF SHERTFIDdG 2°.AND BE FASTENED WITH CONNECTIONS BETWEEN MODULES SHALL BE MADE IN 13 STRUCTURAL MEMBERS SUBJECT TO HOLE DRILLING. OUTSIDE OF EACH SEPARATE SLEEPING RRFA AND ON 7. INTERIOR BRACED WRLL LINES SHRLL BE FASTENED TO SHRLL REQUIRE R STEEL COLUMN OR FOUNDATION SYSTEMS, HABITABLE SPACES.NON-HA6ITABL,SPACES. ROOFING NAILS AT 12"OC.ROOFING UAT THE ERRE JUNCTION BOXES IN THE ATTIC CAVITY NEAR THE CUTTING502.8, 0 NOTCHING SHRLL COMPLY WITH SECTIONS EACH FLOOR LEVEL ALL SMOKE ALARMS SHRLL BE FLOOR AND ROOF FARMING IN ACCORDANCE WITH TABLE PIER UNDER EACH EAE) IN THE FOUNDATION. KITCHENS, CLOSETS.UTILITY gETC BATHS. SHALL EXTEND OVER THE DRIP EDGE(G THE EAVN RND ACCESS PANEL DR IN THE BASEMENT.MANUFACTURER 85028.86026,56026.E 88027 KITCHENS.GRRRGES,CARPORTS,ETC MRY BE 11NDER THE DRIP EDGE AT THE RAKE(GABLE) SHINGLES LISTED TINS INSTALLED E ND NF AN 72 WITH THE JOISTS ACTUAL FLOOR PLANS PROVIDED FOR PERMIT SETS SHRLL SUPPLY JUNCTION BOX RND WIRE SEE G(1)1FIGURES R502B,R6023ID.8602321. INTEGRATED WITH RNY FLOOR PLAN.THEY MRY BE MRY BE CUT FLUSH WITH THE DRIP EDGE UNLESS PROVISIONS C THE CODE FIND NFPR 72 JOISTS PARALLEL TO FFiE TOP PLATE SHALL BE SHRLL SNOW LOCATION OF EXTRA SUPPORTS 6 WHEN PANEL BOX IS NOT LOCATED ON OR DIRECTLY Rfi02.fi(1),86026[21 RDTATED 90'RND/OR REVERSED IN RNY DIRECTION. OTHERWISE SPECIFIED BY THE SHINGLE MRNUFRCTURER SEE ELECTRICRL FIELD NOTE-2 TOE 4NRTI FT TO THE TOP PLATE WITH MIN.Bd NAILS 6. SHIP LOOSE RPPLIRNCES AND OR EQUIPMENT SHRLL RDJRCENT TO AN EXTERIOR WALL OF BUILDING.A 14 THE MRNUFRCTURER MAY SUBSTITUTE FOR THE JOIST IN PART OR IN THEIR ENTIRETY.RPPLSCRBLE 14 CARBON MONOXIDE DETECTORS SHALL BE PROVIDED AND SPACED R MAXIMUM OF 5"OC BE INSTALLED PER THE PRODUCT MANUFACTURERS HANGERS SHOWN IN THE TYPICAL CRO55 SECTION STRUCTURAL SYSTEM DRAWINGS SHRLL CR CROSS INSTALLED IN ACCORDANCE WITH 5ECTIDN 8315. TOP PLATE LAPS SHRLL BE FACE NRILED WITH MIN INSTRUCTIONS BY THE BUILDER OR RETAIL CUSTOMER SERVICE OI5CONNECTING MEANS SHRLL BE INSTALLED AT ORRWINGS,R 2x2 NOMINAL WOOD LEDGER STRIP REFERENCED ON ALL FLOOR PLAN DRRWIN65 DETECTORS SHRLL BE LISTED RND LRBELED AS EIGHT(8) 16d NAILS EACH SIDE OF THE SPLICE 7 HANDRAILS SHRLL BE SUPPLIED AND INSTRI Fn BY THE R READILY ACCESSIBLE LOCATION EITHER OUTSIDE OF 15.SINGLE FRMILY OWNER OCCUPIED DWELLING UNITS ARE 13 FORM PLASTIC IF USED,SHRLL BE IN COMPLIRNCE COMPLYING WITH UL 2034 SEE 8602112. BUILDER BEFORE UNIT IS HABITABLE THE BUILDING OR INSIDE NEAREST THE POINT OF EXEMPT FROM THE FOLLOWING CODE REQUIREMENTS: LS.ENCLOSED INCRNOESCFNT CEILING LIGHTS IN R CLOSET B.OPENIINGS IN THE FLOOR OR ROOF/CEILING SHRLL HRNORRILS SHALL BE FIELD INSTALLED ENTRANCE OF THE SERVICE CONDUCTORS ON SITE BY WITH SECTION R31fi B THE BUILDER SHRLL BE RF5PDNSIBLE FOR COMPLYING THE BUILDER. 830310-REQUIRED HEATING 14.THIS NOTE RESERVED FOR FUTURE USE SHRLL HRVE 12'MINIMUM HORIZONTAL CLERRRNCE FROM NOT EXCEED TWELVE 1121 FEET OR 50%OF THE WITH SECTION R310, RPPLICRBLE TO BASEMENTS SERVICE DISCONNECTING MEANS SHRLL NOT BE R3051-TOILET FACILITIES 15 BRSEMENTS WITH HRBITRBLE SPRCE AND EVERY COMBUSTIBLE MRTERIRL SURFACE MOUNTED LERST FLOOR OR ROOF/CEILING DIMENSION REQUIRING EMERGENCY RND RESCUE OPENINGS INSTRI IN BRTHROOMS 83062-KITCHEN FACILITIES SLEEPING ROOM SHRLL HRVE RT LEAST ONE OPENFILE FLUORESCENT OR RECESSED ENCLOSED INCANDESCENT SEE RBOL222-2(4) 9 FOUNDATION PLANS ARE FOR DIMENSIONAL RND METHOD THE AUTHORITY HAVING JURISDICTION SHRILL DETERMINE EXEMPTIONS SHRLL BE SUBJECT TO RPPRDVRL BY EMERGENCY ESCAPE FIND RESCUE OPENING WITH R SILL CEILING LIGHTS IN A CLOSET SHARLL HRVE 6'MINIMUM 9. IN SDC OD,WATER HERTFJ25 SHRLL BE ANCHORED OR 3 WRY AND 4 WAY SWITCHES SHALL BE 50 WIRED TOF CENTER GIRDER SUPPORT ONLY FINAL DRAWINGS THE DISTANCE INSIDE THE BUILDING THE SERVICE THE AUTHORITY HAVING JURISDICTION HEIGHT OF NOT MORE THAN 44 INCHES RBOVE THE HORIZONTAL CLEARANCE FROM COMBUSTIBLE MATERIAL STRAPPED STRAPPING SHALL BE AT POINTS WITHIN FOR SITE WORK REQUIRED IN CONNECTION WITH ENTRANCE CONDUCTORS SHRLL BE ALLOWED TO TRAVEL 16.CONNECTORS S SHRLL BE INSTALLED CFIED E FLOOR,R MINIMUM NET CLEAR OPENING AREA OF 16. ART THE UPPER AND LOWER 1/3 OF THE RPPLIRNCES SET-UP/INSTRLLRTION OF THE UNIT SHALL BE DONE TO THE MAIN DISCCONNECTING MEANS OF RESISTING UPLIFT FORCES SPECIFIED 57 5OURRE FEET, R MINIMUM NET CLEAR OPENING ALL SWITCHING 15 DOME ONLY IN THE UNGROUNDED VERTICRL DIMENSIONS BY R P E OR RA BASED ON LOCAL SOIL CONDITIONS 7. ELECTRIC SERVICE SHRLL BE GROUNDED ON SITE 8Y ON THE TRUSS DRAWINGS FOR THE ROOF HEIGHT OF 24 INCHES RAND R MINIMUM NET CLEAR CONDUCTOR SWITCHES OR CIRCUIT BREAKERS SHRLL NOT RT THE LOWER POINT.THE STRAPPING SHRLL MAINTAIN 10.RLL.WORK DONE ON SITE SHRLL BE APPROVED BY THE THE BUILDER IN RCCORDANCE WITH GOVERNING CODES TRUSS TO WALL CONNECTION OPENING WIDTH OF 20 INCHES DISCONNECT THE GROUNDED CONDUCTOR OF R CIRCUIT. R MIN DISTRNCE OF 4"ABOVE THE CONTROLS. AUTHORITY HAVING JURISDICTION 8 AFTER THE HOME I5 SET ON THE FOUNORTION AND THE CONNECTORS SHALL BE INSTALLED C IONS. INCE REQUIRED WINDOW WELLS SHALL COMPLY WITH 17.OUTLET BOXES IN FIRE RATED RS5EI�MBLIE5 SHRLL BE SEE M13072 WITH THE MANY UNITS NOT SPECIFICRTIONIS, SECTIONS 831023, PASS 6 SEYMOUR TYPE PLIBRN OR A LISTED ]1----15 IRC-SHRILL PR E FIRST FLOOR-FLOOR ELECTRICAL RNCE SYSTEM IS COMPLETED BY OTHERS IN ' 17 SINGLE FAMILY UNITS NOT SUPPLIED WITH ELECTRICRL 16 EACH DWELLING UNIT SHRLL CONTAIN AT LEAST ONE EQUIVALENT. ASSEMBLY SHRLL BE PROTECTED WITH 1/Z"GYP.OR 5/8° OPERATIONAL WITH THE GOVERNING CODES,R COMPLETE POWER(E34OLZD REQUIRE WINDOWS or DOORS MEETING HRBITFIBLE SPRCE WITH 70 50.FT MINIMUM GROSS OUTLET BOXES ON OPPOSITE SIDES OF FIRE RRTED SEISMIC DESIGN FIELD NOTES WOOD STRUCTURAL PANEL SEE SECTION 85013(20127 DPERRTIONRL CHECK SHALL BE PERFORMED THIS CHECK NATURAL LIGHT 6 VENT REQUIREMENTS FOR THE FLOOR AREA WALL RSSEMBLIEE SHRLL COPLY WITH R30342. R30z13 2015)FOR EXCEPTIONS SHRLL BE THE RESPONSIBILITY OF THE BUILDER FOLLOWING AREAS: HABITABLE ROOMS IRSEU, OTHER HRBITABLE ROOMS EXCEPT KITCHENS SHRLL EXCEPTION 2 L MR50N1RT COSTRUCTION IN SDC DO SHRLL COMPLY I 9 COMPLETED ELECTRICFL SYSTEMS SHRLL BE INSPECTED BRTHIROOMS(R3033) d 5TAIRWRYS(R303.7 6 8) AND TESTED IN CONFORMANCE WITH NFPR-70. 18 2012-15 IRC-END-JOINTED LUMBER USED IN FIRE HAVE R FLOOR AREA OF NOT LESS THAN 70 50 FT. 18 CIRCUITS WILL NOT FIT A SINGLE PANEL BOX WITH SECTION 8606.12 HABITABLE ROOMS EXCEPT KITCHENS SHALL NOT BE AR SUB-FEED SHRLL BE INSTALLEE D SEE DRAWING E. BUILDINGS WITH ABOVE GRROE CONCRETE WALLS SHRLL I HEAT NOTES TESTING FINED INSPECTION SHALL BE PERFORMED BY AN RESISTANT FLOOR.WRLL OR ROOF/CLG ASSEMBLIES COMPLY WITH SECTION REDS.REDS,OR DESIGNED IN APPROVED ELECTRICRL UNDERWRITER'S AGENCY SHALL HAVE THE'HRR"DE5IGNRTION IN ITS GRADE LESS THAN 7 FEET IN ANY HORIZONTAL DIRECTION 19.SM DWG 3o FOR RDDDETECT 6 2008 NEC EIEC NATES. 10 WHEN AREAS FIRE PROVIDED IN THE FRCTORY, SEE SECT.83044 FOR HEIGHT EFFECT ON ROOM RP.ER 24 SMOKE ALARMS AND DETECTORS INSTALLED WITHIN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE L SEE DRAWING 3.FOR ENERGY SUMMARY RID NOTES AND WASHERS,DRYERS.WATER HEATERS MRY BE MARK. SEE R30L224 U VALUES OF WINDOWS AND DOORS 19 SHALL 5 IRC- PERT MEMBER EXT WALL HERDERS R ZD FOOT HORLL BE PATH OFR COOKING INSTALLED BY THE MANUFACTURER SHRLL HRVE R PLATE MATCHING THE THICKNESS OF SILENCING SHRLL BE EQUIPPED WITH O-ALARM 2 CONCRETE FOOTINGS E SDC DO SHRLL HAVE MIN RLL WINDOWS AND DOORS SHRLL BE WEIR ORD SHALL D WHEN AIR OR APPLIANCES TIRE NOT PROVIDED, SILENCING MEANS OR BE OF THE PALL NOT TYPE REINFORCEMENT LS REQUIRED IN SECTION X40313 3. EXCEED 80 ELECTRIC BASEBOARD HEAT LORD SHRLL NOT APPLIANCES SHRLL BE PROVIDED BY THE BUILDER. THE WALL DIRECTLY ABOVE AND BELOW THE HEADER 2L SMOKE ALARMS AND DETECTORS SHRLL NDT BE 3 FOUNDATION WALLS IN SDC DO WITH R MAX WALL EXCEED BOR OF RATED CAPACITY 1'-D"OF BRSEBORARD MANUFACTURER OR RETAIL CUSTOMER RNO 20 MUNCY HOMES. INC. SHRLL NOT BULB SUNRODEM INSTALLED WITHIN R 3 FOOT HORIZONTAL COL PATH FROM HEIGHT OF 8 FEET AND L C UNBALANCED WITH BACKFILL IS RATED AT 250 WRT75,240V. INSTALLED ON SITE THESTR00M5.ATEANINES OR APPLY PV SYSTEMS PER R DOOR TO R KITCHEN OR BRTM20OM CONTAINING HEIGHT OF 4 FEET SHRILL COMPLY WITH THE 4 ELECTRIC BRSEBORRD UNITS SHRLL BE INSTALLED TO 11 ALL WORK DONE ON SITE SHRLL BE APPROVED BY THE APPROPRIATE SECTIONS WITHIN THE 2015 IRC, A SHOWER OR R TUB REQUIREMENTS OF TRBLE R404 LIO1 AND SHRLL HRVE MANUFACTURER'S INSTRUCTIONS LABELING OF UNITS 22.5MOKE ALARMS RND DETECTORS SHRLL NOT BE ONE NO 4 HORIZONTAL BAR LOCATED IN THE UPPER SHRLL COMPLY WITH M13031(4) THE AUTHORITY HAVING JURISDICTION INSTRI I FTI WITHIN R 3 FOOT HORIZONTAL PATH FROM 12 INCHES OF THE WRLL S. 1'-0"OF HYDRONIC BASEBOARD HEAT=550 BTUH AT 120N-5ITE DECK/PORCH/STOOP SHRLL EXTEND UNDER EXT PLUMBING NOTES THE TIP OF THE BLADE OF R CEILING SUSPENDED R MIN THICKNESS CF 75 INCHES IS REQUIRED FOR SBO'F AT 1 GALLON PER MINUTE GFCI RECEPT AS SHOWN 50 THE RECEPT MAY BE tPRDOLE FAN PLAIN CONCRETE FOUNDATION WALLS EXCEPT THAT R 5 FOR HYDRONIC BRSEBORRD HEAT SYSTEM,MANUFACTURERACCESSIBFROM THE DECK/PORCH/STOOP 23.INTERIOR STAIRWAYS HAVING 5 OR MORE RISERS SHRLL MIN THICKNESS OF 5 INCHES SHRLL BE PERMITTED SUPPLIES HiERT UNITS CONSISTING OF: 13 LE REDD FRONT AND REAR EXT GFCI RECEPT SHRLL BE L DWT LINES SHRLL BE RBS SCHEDULE 4E)COMPLYING 7 HORIZONTAL DRAIN LINES 2 12"OR LESS SHRLL 22 CEMENT,FIBERCEMEM,OR GLASS MATT GYP BD RELIEVE R WALL SWITCH AT ER FLOOR LEVEL TO FOR PLAIN CONCRETE FOUNDATION WALLS WITH A MAY COVER.ELEMENTS.CAPS.3/4"TYPE M COPPER STUBBED RCCE55IBLE FROM GRADE ADDITIONAL"GRRDE- WITH RSTM D 2661 OR PVC SCHEDULE 40 COMPLYING SLOPE A MINIMUM OF 1/4"PER FOOT COMPLTNG WITH RSTM C1288.CUSS,OR C1178 SHALL BE ACCESSIBLE"EXT GFCI RECEPL'S SHRLL BE PROVIDED WITH RSTM D 2665 OR COPPER DWV COMPLYING WITH HORIZONTAL DRAIN LINES 3"TO S"SHRLL SLOPE USED AS BROKER FOR WALL TIE IN TUB/SHDWER AREAS CONTROL THE LIGHTING OUTLET. HEIGHT OF 4 FEET, 5 INCHES THROUGH THE FLOOR BUILDER IS RESPONSIBLE FOR THE AND INSTAL)Fn BY OTHERS(BELOW THE MODULES)RT ASTM B 306 A MINIMUM OF LB"PER FOOT 0270242) WATER RESISTANT(GREENBDARD) GYPBD SHALL 24 MORE THAN 2 NMB CABLES PASSING THRU R FIREBLO PLAIN MR50N�RY FOUNDATION WALLS SHRLL BE R MIN BOILER FIND RLL MATERIALS TO COMPLETE THE SYSTEM. THE D45TF RND REAR E THE HOUSE SHOULD THE HOLE MUST BE DERATED PER NEC TRBLE E36053 OF 8 INCHES THICK SEE R40414 7. COPPER WATER PIPE.TYPES K RND M SHALL COMPLY PLASTIC PIPE [DWV) MAXIMUM HORIZONTAL SUPPORT 8, PIING S FOR CHANGE IN DIRECTION OF DRAINAGE CONFORM WITH RSTM 1396,TEMP. OR XBID (RFITT N 25.RFCI PROTECTION: SEE EIEC NOTES 7 6 B OF P 3e. 4. FOUNDATION WALLS IN SOC DO WITH R WALL HEIGHT WITH RSTM B 88 IMECHRNICRL SYSTEMS ONLY) RECEIPTS SHOWN NOT BE ACCESSIBLE FROM GRADE SPACING- 4'-0" PIPING SHRLL COMPLY WITH TABLE 30051 23.THE DISCHARGE WATER TEMP•FROM R BIDET FITTING 9 MAXIMUM VERTICAL ING SUPPORT VERGING-EACH STORY 9 MAXIMUM LENGTH FROM WASTE OUTLETS TO TARP SHRLL R LIMITED TO R MAXIMUM TEMP.OF llEXCEEDING B FEET RNID UNBALANCED BRCKFILL HEIGHT B - - - - INDICATES PIPING BELOW FLOOR BY THE 0'F BY HEIGHT AND PIPING SHRLL HRVE R MIDSTORY GUIDE WEIR SHRLL BE 24° R WATER TEMP LIMITING DEVICE THAT EXCEEDING 4 FEET SHRLL COMPLY WITH THE FUNDER ARROW INDICATES DIRECTION . FLOW COPPER PIPE MAXIMUM HORIZONTAL SUPPORT 14 AS RN MITERNRTNE TO VENTS THROUGH THE ROOF, CONFORMS TO RSSE 1070 ELECTRICRL SYMBOLS REQUIREMENTS OF TABLE E TWO NO 84HORIZ). FOR MANUFACTURER BASEBOARD HEAT LAYOUT. SPACING-6'-0" RIR ROMITTRNCE VALVES COMPLYING WITH RSSE 1051 24 WHERE MRNUFRCERER's INSTRUCTIONS TIRE NOT R404Y1(4)AND SHRLL HAVE TWO ND,4 HORIZONTAL g MRNUFRCTLIRER SHRLL PROVIDE A FARMED CHASE UPON HEAT FIELD NOTES MAXIMUM VERTICAL SUPPORT SPACING-EACH STORY SHRLL BE PERMITTED FOR R SINGLE FIXTURE OR FOR RVRILRBLE,R 12X12"ACCESS SHRLL BE PROVIDED TO ERRS LOCATED IN THE UPPER 12 INCHES OF THE WALL RECUEST TO RLLOW FOR FL.UE(S)OR DUCTS TO BE L IF HABITABLE ROOMS ARE TO BE INSTALLED ON SITE ED DUPLEX RECEPT 5 SINGLE SWITCH SEE R404 L4 INSTRII ON SITE BY THE BUTT DER.SIZE TO BE HEIGHT BUT SHALL NOT EXCEED 10'-0" MULTIPLE FIXTURE TARPS SEE SECTION WHIRLPOOL CIRCULATION PUMP LESS THAN 24"FROM r�T S. FOUNORTION AND WALL ANCHORAGE IN SDC DO,IN F NAGE IS BY BUILDER FIND R COMBUSTIBLE FUEL 2 WATER SUPPLY LINES SHRLL BE TYPE L COPPER 11 HORIZONTAL L VENT PIPES SHRLL D LEVEL LOCATED R THE ACCESS OPENING THE RACERS MUST BE FROM X18" DD FLEXIBLE D BY THE BUILDER FURNACE IS SPECIFIED,R FURNACE ROOM SHALL BE COMPLYING WITH ASTM B BB MINIMUM OF B'ABOVE THE FLOOD LEVEL RIM OF FOR CIRCULATION PUMPS GREATER THAN 24"FROM uu GFI RECEIPT � THREE WRY SWITCH ADDITION TO THE REQUIREMENTS OF 840316. 10.FLEXIBLE DUCT CONVECTORS SHRLL BE LIMITED TO 14 CONSTRUCTED AND R VENT TO EXTERIOR PROVIDED. COPPER LINES MAXIMUM HORIZONTAL SUPPORT THE HIGHEST FIXTURE SERVED THE ACCESS OPENING P27201. NP ANCHOR BOLTS SPRCED NOT MORE TARN 6 FEET O C FEET IN LENGTH.FLEXIBLE DUCT LENGTH I5 UNLIMITED BUILDER SHRLL COMPLY WITH APPLICABLE CODES FOR SPACING- 6'-0" 1z SHOWERS SHALL COMPLY WITH SECTION P2708 25 WET-VENTING PER P310B v WATERPROOF RECEIPT OT THERMOSTAT SHRLL BE LOCATED WITHIN 12 INCHES FROM THE ENDS MANNUFRCTURER HRS OPTION OF OMITTING THE HEATING ANY ADDITIONAL REQUIREMENTS _ OF EACH PLATE SECTION AT INTERIOR BEARING WRLLS. 2 ALL WORK DONE ON SITE SHRLL BE APPROVED BY THE MAXIMUM VERTICAL SUPPORT SPACING-EACH WRIER C ES SHRLL COMPLY WITH SECTION PZ71S 26.SHOWER COMPARTMENTS CAN HRVE R MINIMUM FINISHED SYSTEM FOR ON SITE INSTALLATION BY THE BUILDER STORY HEIGHT BUT NOT TO EXCEED 10'-0". WATER CLOSETS SHRLL COMPLY WITH SECTION P2712 INTERIOR DIMENSION OF 25"PROVIDED THE SHOWER 0P ZZO RECEIPT ® PANEL BOX INTERIOR BRACED WALL LINES AND AT ALL EXTERIOR WALLS 2009-15 IRC-WHERE R CLOTHES DRYER SPRCE IS AUTHORITY HAVING JURISDICTION CPVC COMPLYING WITH RSTM D AL MRY!E BATHTUBS SHRLL COMPLY WITH SECTION RB COMPARTMENTS CROSS SECTIONAL AREA IS AT LEAST GRE �1} PLATE WASHERS,R MIN OF 0229N3"x3"SHRLL BE PROVIDED, R DRYER EXHAUST SHALL BE INSTRI 1 3.IT 15 NECESSRRY TO INSULATE THE BR5EMENT WALLS USED LI AN ALTERNATE MATERIAL 13.SRTHTTUB AND SHOWER FLOORS RNID WALLS ABOVE 1300 SQUARE INCHES R SHOWER COMPARTMENT EGRESS Y LIGHT USED ON EACH BOLT BETWEEN THE FOUNDATION SILL IF NOT INSTRLLED BY THE MANUFACTURER,IT MUST TO ENSURE COMPLIRNCE WITH THE FORCED RIR DUCT CPVC LINES MAXIMUM HORIZONTAL SUPPORT BATHTUBS WITH INSTALLED SHOWER HERDS AND IN OPENING SHRLL IN R MINIMUM CLEAR AND PLATE AND THE NUT BE INSTALLED BY THE BUILDER R-VRLUE REQUIREMENTS IN UNCONDITIONED SPACES MAXIMUM-3'-0". SHOWER COMPRRTMFNTS SHRLL BE FINISHED WITH R UNOBSTRUCTED FINISHED WIDTH OF 22 INCHES ® RANGE HOOD VENITED TO EXT 4 FEET OC.MAX ANCHOR BOLT SPACING FOR BUILDINGS 3.2009-12 IRC-WHERE R CONCEALED DRYER DUCT I5 THAT ARE NOT INSULATED.THE FORCED AIR DUCT MAXIMUM VERTICAL SUPPORT SPACING-EACH NONRBSORBENT SURFACE SUCH WALL SURFACES SHRLL 27.(NJ. 06-15 IRC 6 MR)THE HOT WATER TO BATHTUBS OVER 2-STORIE5 IN HEIGHT. INN5NAII ,THE LENGTH OF DUCT SHRLL BE MUST BE COVERED WITH SUFFICIENT INSULATION TO STORY HEIGHT RNID PIPING SHRLL HRVE R EXTEND TO R HEIGHT OF NOT LESS THRN F-D"ABOVE OR WHIRLPOCL TUBS SHRLL BE LIMITED TO R MRXIMUM FAN LIGHT VENTED TO EXT. RTTRIN R FORCED AIR DUCT INSULRTION VALUE AS MIDSTORY GUIDE. THE FINISHED FLOOR. TEMPERATURE OF 120'F BY R WATER TEMPERATURE SEE R4031.fi1 AND R6O21LL PERMRNENTLT IDENTIFIED WITHIN 72"OF THE DUCT CRD55-LINKED POLYETHYLENE IPM COMPLYING 14 SHOWERS,TUB/SHOWER PRO WHIRLPOOL/SHOWER LIMITING DEVICE THAT CONFORMS TO RSSE 1070 n% SMOKE DETECTOR Ul JUNCTION BOX 5 RLL WORK DONE ON SITE SHRLL BE RPPROVED BY THE CONNECTION 2015 IRC SIGNRGE REO'D WHEN>35 RUN REQUIRED BY THE APPLICABLE ENERGY CODE WITH RSTM F MAY BE USED AS AN COMBINATIONS SHRLL BE EQUIPPED WITH HRVING JURISDICTION 4 2049-12 IRC-DRYER DUCTS INSTALLED WITHIN 1-L4" H CONTROL EXCEPT WHERE SUCH PROTECTION IS PROVIDED BY OF THE FRAMING EDGE SHALL BE PROTECTED WITH R 5 DEPARTMENT OF STATE L RLTERNRTE MATERIAL VALVES OF THE PRESSURE BALANCE, A COMBINATION TUB/SHOWER VALVE SMOKE/CO DETECTOR HYDRONIC BRSEBD METAL SHIELD 2"ABOVE THE SOLE PLATE AND 2" DIVISION OF BUILDING STANDARDS AND CODES CRDSS-LINOXED POLYETHYLENE(PEX)LINES MAXIMUM THERMOSTATIC MIXING OR COMBINATION 28 2009-15 IRC-WRITER SUPPLY RISER FROM SHOWER a ELECT BRSEBD STRIP OUTLETS PLUMBING FIELD NOTES BELOW TFE TOP PLATE ALBANY,NY 12231-10111 HORIZONTAL SUPPORT SPACING-2'-6°. PRESSURE BRLRNCE/THERMOSTRTIC MIXING VALVE VALVE TO HERD OUTLET 5HPo1 BE SECURED USING 52009-15 IRC-MICROWAVES INSTALLED RBOVE COOKING StampolApp-if.ra System,Madelor Component MAXIMUM VERTICAL SUPPORT SPACING-EACH TYPES WITH HIGH LIMIT STOPS COMPLYING WITH DEVICES DESIGNIED FOR USE WITH THE SPECIFIC PIPING L BUILDER RESPONSIBLE FOR SUPPLYING&IN5TRLLING APPLIANCES SHRLL CONFORM TO UL 923 STORY HEIGHT BUT NOT TO EXCEED 30'-0"RND RSSE/ANSI 1016. MRTERIRLS OR FITTINGS ANCHORED WITH SCREWS 36.MRX FLOW RATES FOR FIXTURES OR FIXTURE FITTINGS: DISHWASHER 6 ICE-MRKER-BDX WATER HAMMER M1387 2017-123 10/20/2017 MIDSTORY GUIDE THE HIGH LIMIT STOPS SHRLL BE SET 29.2009-15 IRC-EACH FIXTURE ORRIN SHALL CONNECT LAY FR HER-22 gpm®60 psI ARRESTOR COMPLYING WITH RSSE 1010 S.RETURN RIR OPENING PLACEMENT RESTRICTIONS PER WATER DISTRIBUTION PIPING SHALL CONFORM TO TO LIMIT WATER TEMPERATURE TO R MAXIMUM 120'F INDEPENDENTLY TO THE HORIZONTAL WET VENT SHOWER HERD-25 qpm S 50 pal FOR 2009-15 IRC STATES, WRITER HAMMER ARRESTORS INC SECTIONS M16022 6 G24425 2009-2015 IRCL MantAd-ea No AppOratlon Na D.todAppmval RNSI/NSF 51 AND STANDARDS LISTED ABOVE 15.BATHTUBS INCLUDING GARDEN,WHIRLPOOL AND HOT 30 2015 IRC-DOMESTIC HOT WATER SUPPLY PIPING SINK FAUCET-22 gpm® 60 sl ARE ONLY NECE55PIRY RT ICE-MRKER-BOX AND 7.2012-15 IRC-ALL PIPING AND TUBING SHFLL BEAR THE NOTICE.Rlopp-It,app%.b:aaNybeuseamponansdU.factmymoN6daad S. PIPING.FIXTURES,MRTERIRLS FIND DEVICES TUBS SHRLL HAVE OUTLETS RND OVERFLOWS RT LEAST SHRLL BE INSULATED TO R MINIMUM OF R-3 UNDER WRITER CL05ET-L6 9a1 PER FLUSHING CYCLE DISHWASHER LOCATIONS IF REQUIRED BY THE IDENTIFICATION MRNUFRCTURER buadMa(Moddnq that am fab=ted and assembled at tee factory mam&ctumfs fadury UTILIZED IN R PLUMBING SYSTEM SHRLL COMPLY LS INCHES IN DIAMETER,AND THE WR57E OUTLET THE FOLLOW CONDITIONS(PRESCRIPTIVE): &SHA IRC-PLASTIC PIPE.FITTINGS AND COMPONENTS ah[Won oast otmlNe d-oa(adurerOmn responsromtykrdaJaOons,erram MANUFACTURERS RESPONSIBLE INSTRUCTIONS, SHRLL BE 3rd PARTY CERTIFIED RS CNFRITTI TO SHALL aft, to Gam the eppmred-df.,s. WITH SECTION P2609 SHRLL BE EQUIPPED PLU WITH AN APPROVED STOPPER. -PIPING 3/4°AND LARGER. 2 BUILDER RESPONH FD FOR SUPPLYING AND 9 EITHER IRC-FILL PIPING,TUBING RNID FITTINGS SHALL Nsuerelatm,wdcmiate exearoravpmxalbyteatomleoaeenro�nwotudaL 4 SOLDER AND FLUX USED FOR COPPER PIPE SHALL HAVE 16. WATTJOINTS AROUND PLUMBING FIXTURES SHRLL BE MADE -PIPING SERVING MORE THEN ONE DWELLING LININ. INSTALLING BATH FIXTURE FIRE BLOCKING EITHER BE TESTED OR CERTIFIED BY AN APPROVED �sr"/ A CHEMICAL COMPOSITION EQUAL TO OR LESS THAN WATERPROOF AT FLOORS,WALLS AND COUNTERTOPS. - PIPING FROM WATER HEATER TO R DISTRIBUTION 3 FIELD INSTALLED PIPING BETWEEN SECOND d FIRST THIRD-PARTY TESTING AGENCY. r••{,9`rif2L.. By t 'tdrwic! 02 PERCENT LEAD THE SOLDER SHRLL COMPLY WITH 17.COPPER RND PLASTIC PIPE SHRLL BE PROTECTED MANIFOLD FLOORS.BRTHLROOM TILE 6 FREEZE PROTECTION ON 42012-15 IRC-EIEC BASEBOARD HEATERS MUST BE LISTED JohnRAddado,PE,Ading Dlredor DarylAndreades,RA A5TM B32 THE FLUX SHALL COMPLY WITH RSTM 6613 WHEN LE55 THAN 1 1/4"FROM NEAREST EDGE OF WOOD 3L 2012-15 IRC-WRSTE WATER FROM BATHTUBS,SHOWERS, CRAWL SPRCE PIPING PLUS RLL WORK DONE ON SITE + 5 JDINTS BETWEEN DIFFERENT GRADES OF PLASTIC PIPE MEMBER.PROTECTIVE SHIELD PLATES SHALL BE R MIN LRV's.CLOTHES WASHERS,RND LAUNDRY TRAYS MAY BE N 0.NAi, SHALL BE APPROVED BY THE RUTHORITY HAVING AND LABELED PER UL 1042 2012-15 IRC-WHOLE HOUSE MECHANICAL VENTILATION RND OTHER PIPING MATERIAL SHRLL BE MADE WITH AN OF 0.062°THICK STEEL AND SHRLL COVER THE AREA DISCHARGED TO AN APPROVED GARY WATER SYSTEM S JURISDICTION PIPING SHRLL BE FIELD TESTED SYSTEM REOURIED PER M1507. APPROVED ADAPTER FITTING OF THE PIPE WHERE THE MEMBER I5 NOTCHED OR DESIGNED PER SECTION P3009 c 1 p BEFORE CONCERLMENT. OUTDOOR INITRKE OPENINGS WITHIN 10 OFR MASTER SERIES E. FOR RBS PIPE AND FITTINGS.R SOLVENT CEMENT BORED RND SHRLL EXTEND R MINIMUM OF 2" RBOVE 32 2012-15 IRC-PIPE FITTINGS, TRRP5,FIXTURES !' 4. ROUGH AND FINISHED DWV SYSTEMS SHRLL BE TESTED CONTAMINATION SOURCE FIRE TO BE Z BELOW THE THAT COMPLIES WITH ASTM D 2235 SHRLL BE APPLIED SOLE PLRTES AND BELOW TOP PLATES SEE P250321 UTILIZED IN R PLUMBING SYSTEM SHIRLL BEAR THE ID � IN ACCORDANCE WITH SECTIONS P250351 AND CONTRMINRTION SOURCE 2003-09 IRC-MAI.3'BELOW RLL MODELS TO RLL JOINT SURFACES SEE SECTION PZSOS911 16 FW CONCEALED PIPING IN UNHEATED AREAS INCLUDING OF THE MUFACTURER,REFERENCED STANDARD AND o • P250352 FOR 2012-15 IRC. FOR CPVC PIPE AND FITTINGS,R SOLVENT CEMENT OUTSIDE WRLLS SHALL BE PROTECTED AGAINST 3rd PARTY INSPECTION RGENCYrc. S. ROUGH AND FINISHED WATER SUPPLY SYSTEMS SHELL THAT COMPLIES WITH RSTM F 493 SHRLL BE APPLIED FREEZING PIPING SHALL NOT BE LOCATED IN 33 VENT SHALL TERMINRTE 2'ABOVE OPENINGS WITHIN 1E) - 07{;7'1 ,� BE TESTED IN RCCORDRNCE WITH SECTION P25037. 3 2012-IS IRC-RIR EXHAUST OPENINGS SHALL TERMINATE SCHEDULES IS NOTES 0 3'OR MORE FROM PROPERTY LINES, 3'FROM OPENINGS TO ALL JOINT SURFACES THE JOINT SHRLL BE MADE UNiERTED SPACES WHEN POSSIBLE [2003-2009 IRC-MRI,3'RBOVE OPENINGS WITHIN 10'FOR 17,pyS7tty INSPECTION&TESTING OF BRCKFLOW PREVENTION (WINDOWS,DOORS.ETC)INTO THE BUILDING.AND 10' WHILE THE CEMENT IS WET, AND IN ACCORORNCE WITH 19.CONCEALED PLUMBING SHALL BE TESTED IN PLANT 2012-15 IRC. I- DEVICES SHRLL COMPLY WITH SECTIONS P250381 FROM MECHANICAL AIR INTAKES UNLESS THE EXI-RUST MUNCY HOMES, INC R5TM D 2846 OR RSTM F 493.SEE SECTION P2906.917 NO PLUMBING SHRLL BE CONCEALED BEFORE TESTING. 34 2003-12 IRC-LAUNDRY TUB MIN 1-114"DRAIN 1-1/2" RND P250382 OPENING IS S ABOVE THE RIR INTAKE FOR PVC PIPE AND FITTINGS.R PRIMER THAT TEST(RUGES SHRLL COMPLY WITH SECTION P25039 LRUNDRY TUB MIN ORRIN-2015 IRC.MR,NY.NJ&ME 9112011 5 ALL WORK DOME ON 517E SHRLL BE APPROVED BY 42015 IRC CONDENSATE DRAINS TO BE IN5TL9 TO RLLOW 1567 PR ROUTE 442 COMPLIES WITH RSTM F 656 SHRLL BE APPLIED 20 IN-PLRNIT PLUMBING SHRLL BE LRBELED AND 35.PIPE,PIPE FITTINGS, JOINTS,VRLVES,FAUCETS& THE RUTHORITY HRVING JURISDICTION MAINTENANCE OF THE DRAIN W/0 CUTTING THE ORRIN. TO RLL PVC SOLVENT CEMENTED JOINITS PROTECTED DURING TRRNSPORTRTION, FIXTURE FITTINGS SUPPLYING WATER FOR DRINKING& 5.2015 IRC:REFERENCE DUCT LENGTH TABLE M15062 IF MUNCY, PR 17756 SOLVENT CEMENT FOR PVC PIPE COMPLYING WITH PLUGGED,CAPPED,ETC CODKING SHRLL COMPLY WITH NSF 372&CONTAIN R 2015 IRC: R'S INSTRUCTIONS NOT ABLE BLE RSTM 0 2564 SHRLL BE APPLIED TO ALL JOINT 2L SEE CRRWING fib FOR ADDITIONAL PLUMBING NOTES WEIGHTED RVERAGE LEAD CONTENT OF<or=025% SURFACES SEE SECTION P290591.4. IP290621 2015 IRC) DRN BY I DRTE SCREE REV HT NO. FOR CROSS LINKED POLYETHYLENE(PEJO PIPE RN10 FITTINGS. JOINTS BETWEEN TUBING OR FITTINGS SHALL COMPLY WITH SECTIONS P2906915 DRTRBI_ NAME MJL 3-22-91 NONE 8-18-2017 36 03\3b_n 06 FLOOR JOIST SUMMARY FLOOR JOIST SUMMARY ROOF SHEATHING SCHEDULE) WALL SHEATHING SCHEDULE: • FLOOR SHEATHING SCHEDULE( . ROOF PANEL SPAN O/C SPRCING FIND MAXIMUM NOTES RATING REQUIRED RLLOWRBLE LIVE LORD L EOURL OR BETTER MATERIAL MAY BE SUBSTITUTED 3/8"PLYWOOD SI-BATHING 3/8"PLYWOOD 5HERTFQNG 19/32"T6G PLYWD STURD3-FLOOR OR EQUAL SHERTFONG SPAN Z MANUFACTURER HAS OPTION OF DECREASING THE W TTH SPACING SIZE,SPECIES AND GRADE OF FLOOR JOIST(NOTE s2 6 3) �IST �TTH SPRCCAIG SIZE,SPECIES AND GRADE OF FLOOR JOIST-SEE NOTE a2 6 3 175/'352"° ° L5/32" 23/5'32' o THICKNIE55 RATING 24' 192" END JOI O.C.SPACING. , 1/2" 3/4° ° ° 3. END JOIN-TED LUMBER MAY BE USED INTERCHANGEABLY 40 PSF LIVE LORD 7/16° 24/16 40 PSF 65 PSF 100 PS WITH SOLID SAWN MEMBERS DF TI-E SAME SPECIES 6D PSF 171 3/8"DA SHEATI-OTJG 3/B"D.B.571ERTHING 19/32'TdG OA STURD-I-FLOOR OR EQUAL 15/32" 32/15 65 PSF 110 PSF 165 P5F AND GRADE IN WALL CONSTRUCTION 24' i2' 2xB SPF s2/al OR aOURL 7/16° "/20 7/16" S/8" 19/32" 40/20 120 PSF 195 PSF 275 PSF SEE BHT 3n,GENERAL NOTES-L NOTE s1S,FOR FIRE 24' 16' 2xB SPF a2/al OR EQUAL 1/ 3/23/SL' ° 23/32° 48/24 175 PSF 270 PSF n/s RESISTANT RSSEMBLY REQUIRMENTS. 24' 16° 2x10 SPF(SOUTHD a2 OR EQUAL 15/32"COMBINATION SHfrATHING/SIDING 24' 24" 2x1O SPF(SOUFM OR EQUAL ° ° ° 4- ALL SUMMARY TABLES REFLECT THE 2005-2015 NOS 24' 16" 2x12 SPF(5OUTF8 s2 OR EQUAL 1/2'COMBINATION 5HERTHING/SIDING SEE GENERAL NOTE s5 S WHEN ATTIC FLOOR 15 DESIGNED FOR STORAGE,USE 19/32"COMBINATION BHERTFIING/SIDING THE ROOF SHERTH�NG SCHEDULE(3/8"NOT APPLICABLE). 26 12" 2xB SPF 1OR EQUAL EOURL 26 15' 2x1°SPF(SOUT OR EOR 5/8"COMBINATION SHERTHING/SIDING 6. INTERIOR NON-LOADBERRING WALLS MAY BE 26 15' 2x1 SP al OR -2 26 16' 2x12 SPF(SOUTH a2 OR EQUAL 26' 24 2XIO SPF(SOUTH a2 U EDURL 28' l2' 2x10 SPF(SOUTH E a2 OR EQUAL SEE GENERAL NOTE o7 CONSTRUCTED OF W000 STUDS. 26 24° 2x10 SPF s2/sl OR EDURL 26 15' 2x10 SP sl OR EDURL WOOD SPUDS SHALL BE A MSN.OF 2x3 SPF STUD GARDE 26 24" 2.12 SPF(SOUTH)s2 OR EOURL _ 29 15' 2.12 SPF(SOUTH a2 OR EQUAL SPACED NO MORE THAN 24"O.C.WITH R MAXIMUM 26 ISO 31' 12" 2x10 SP s1 OR EQUAL LIN •3x2x9 3/8"TRUSS JOIST OR EDURL CEIG HEIGHT OF 10'-0°. 31' 176° 2.12 SP el OR EDURL AS AN OPTION,PRE-ENGINEERED WOODS STUDS MAY 28' 12" 2x8 BPF a2/sl OR EQUAL ALSO BE UTILIZED.THESE PRE MANUFACTURED IN 26 is" 2.10 SPF(SOUTH•2 OR EQUAL ALL SHERTHING IS AGENCY RATED EITHER 2.4.OR 2.5 NOMINAL DIMENSIONS. 7. RATED SHFRTHING PANELS WITH ROOF SPAN RATING 28' 24" 2x12 SPF(SOUTH)s2 OR EQUAL FLOOR JOIST SUMMARY NOTES.' OF 24'OR GREATER INSTALLED WITH LONG DIMENSION 73' 192^ 3x2x9 3/8°TRUSS JOIST OR EQUAL L JOISTS USED IN FIN EXTERIOR APPLICATION TO BE PRESSURE BASEMENT WALL LORDS AND CENTER GIRDER SUPPORT LORDS AND SPACING MOTE a8l EITHER PRRRLLEI-OR PERPENDICULAR TO STUDS TREATED LUMBER SEE SECT.a35 OF APPROVED CRLC MANUAL 16"OR 24.0_(EXCEPT 3-PLY PLYWOOD PANELS MUST 31' 15' 2x10 SPF a2/al OR EQUAL 2 SEE SECT a7 OF APPROVED CRLC MANUAL FOR INTERIOR RPPL FLOOR J0157 BE APPLIED WITH LONG DIMENSION ACROSS STUDS 31' 24" 2x12 SP s2 OR EQUAL UNIT NUMBER OF TYPE OF UNIT ROOF PITCH GROUND BASEMENT CENTER GIRDER CENTER GIRDER WHEN STUDS ARE SPACED 24°O.G. 31' 192° •3x2x9 3/B"TRUSS JOIST OR EDURL 3.INTERIOR PROVER CR-C IEP UA 125 PSF MAY BE FOUND IN SECTION s7 WIDTH STORIES X/12 SNOW LORD WALL LORDS SUPPORT LORDS SUPPORT SPACING RATED SHEATHING PANELS WITH ROOF SPAN RATING OF THE APPROVED CRLC MANUAL 0'g)PS SEE NOTES SEE NOTES SEE MOTES LESS THAN 24°D45TFLLED WITH LONG DIMENSION • SEE DETAIL a5 OF STiT Bn s1, 2. 6 el RNO s2 s1,s3,a7 EIEPARALLEL ORPE�� 3%TO STUICKSMOC(EXCEPLYWOOD PANELS B' R 24' 1 RR,RANCH,ELL.SLIT,TEE LESS THAN 9 35-50 653-804 1278-1578 518"-5-1• I ML15T BE APPLIED WITH LONG DIMENSION 30 PSF LSVE LORDACROSS STUDS), 2G 1 LE55 THAN 35-50 859-3101 1402-1738 6'-S-7'-9° 24' 15" 2x8 SPF(SOUTH)s2 OR EDURL 28' 1 1 ES5 THAN 9 35-50 B79-1107 1564-1956 8'-2"-714" 24' 24" 2.13 SPF•2/al OR:QUAL 3l' 1 LESS THRN 9 35-50 979-1238 1724-21M T-9"-71' 24' 24" 2x1()BPF(SOUTFO 2 OR EQUAL 24' 2 2 STORY LESS THAN 9 35-50 1033-3164 2010-231B 415'-4'-2" 26 15' 2.8 SA' F s2/sl OR EDURL 26 2 2 STORY LS THAN 3 35-50 1257-15M 2198-2534 T-0"-6-S 26 24° 2.10 5PF(SOUTH s2 OR EQUAL 26 2 2 STORY LESS THAN 9 35-50 1314-1542 2414-2B06 6-6"-611• 31' 2 2 STORY LESS THAN 9 35-50 1456-1715 2658-3092 6-3"-5-10° 26 15' 2xB SF a2/al OR EQUAL 24' 1 RR,RANCH W/ATTIC STOP- 5-7 35-50 895-1168 1294-1602 S18"-4'-11" 26' 16° 2.10 SPF(SOUTH s2 OR EQUAL 26 1 5-7 35-SD 1050-1388 U36-1338 9'-5"-B'-0" 28' 24° 2xlO SPF a2/sl OR EDURL 26 1 5-7 35-50 1098-1435 1230-14M 9'-1"-81-5' 31' 12' Zx8 S s2 OR EQUAL 31' 1 5-7 35-5D 1115-1443 1355-1622 81-T-T-31" 31' 16" 2x10 5PF(SOUIFD 42 OR EQUAL 24' 2 2 STY W/RTTIC STORRGE 5-7 35-50 1275-154B 2034-7342 4'-5"-4'-2" 31' 24' 2x12 SPF•2/el OR EQUAL 26' 2 2 STY W/RTTIC STORAGE 5-7 35-50 1458-1795 L932-2134 T-4"-710° 28' 2 2 STY W/ATTIC STORAGE 5-7 35-50 1533-1871 2080-2305 7-2"-6'-8" 31' 2 2 STY W/RTTIC STORAGE 5-7 35-50 1592-1920 2300-2555 8110"-6-5' EXTERIOR SIDE WALL STUD SUMMARY-RPPLICR13LE TO MARRIAGE WALL STUD SUMMARY-APPLICABLE TO 2B' 2 CONTEMPORARY LESS THAN 9 35-50 1386-1545 2638-2.916 8'-0"-T-6' UNITS USING 4 TO 7/12 MONO-PITCH TRUSSES UNITS USING 4 TO 7/12 MONO-PITCH TRUSSES 31' 2 CONTEMPORARY LESS THAN 9 1 35-50 1563-1743 2992-3312 T-8°-T-0' WIND UNIT NUMBER GROUPED SIZE,SPECIES,GRADE STUD CEILING NUMBER UNIT NUMBER GROUND SIZE,SPECIES,GRACE SPUD CEILING 24' 1 CAPE 9 35-50 867-IIA 1006-116B 6-2"-S-31" ZONES WIDTH OF SNOW SEE NOTES 7,8,9,LL OC HEIGHT MRRR. WIDTH DF SNOW SEE NOTES 7,9,ll OC HEIGHT 26 1 CAPE 9 35-SO 890-1148 1158-1372 915"-8'-9° MPH STORIES ORO(P SPACING NOTE 5 WRLLS 5 006 ORD 0') SPACING NOTE 6 28' 1 CAPE 9 35-SO 1001-1291 1218-1435 9-1"-6-5" 101/130 24'-31' 1-2 5D 2x6 SPF STUD 24" 95' 2 24'-31' 1 35 2x3 SF a2/sl 24° 95' 31' 1 CAPE 9 35-SO 1166-ism 17BO-1490 9'-1"-8'-5" NOTE 1 2 24'-26 1 50 2.3 SF STUD 24° 95° 24' 2 2 STORY CAPE 9 35-50 U67-1535 1746-1908 4'-10"-4'-7" 2 24'-31' L 50 2x4 5PF STUD 24' 96' 2 24'-31' 1-2 50 2x4 5PF STUD I6° 96" 26' 2 2 STORY CAPE 9 35-50 1298-1556 1954-2158 T-4°-7W 26 2 2 STORY CAPE 9 35-SO 1435-1725 2068-2286 712°-6-10" 110/142 24'-31' 1-2 SO 2x6 SPF STUD I6' 96° MARRIAGE WALL STUD SUMMARY-APPLICABLE TO UMTS WITH R 5/12 AND 31' 2 2 STORE CAPE 9 35-50 1645-1999 2214-2424 6-10°-6-6" 9/29/16 NOTE 2 24'-31' 1-2 50 2x6 5PF STUD 24' 95' 7/12 ROOF PITCH AND THE ATTIC 15 USED FOR STORAGE:APPLICABLE TO 24' 1 CAPE 12 35-50 842-995 1078-3122 6'-2"-S-31" NOTE 1 NOTE 5 UNITS WITH R 9/12 OR 12/12 ROOF PITCHX10^ACT 26 1 CAPE 12 35-50 892-1012 1206-1260 g'-1°-9'-1° 120/155 24'-31'1 1-2 1 35 12.6 SPF STUD I6' 95' NUMBER UNIT NUMBER GROUND SIZE,SPECIES,GRADE STUD CEILING 2B' 1 CAPE 12 35-50 Tn-1117 1264-IM 9'-VI_819" t�sS P•6i �)P NOTE 1 MRRR. WIDTH OF SNOW SEE NOTES 7,9,10 OC • HEIGHT 31' 1 CAPE 12 35-50 U38-.1478 1330-1515 8'-9"-13-2" P WALLS STORIES LORD(Pg SPACING NOTE 5 24' 2 2 STORY CAPE 12 35-50 3222-1375 1818-1862 4'-e"-4'-6' EXTERIOR SIDE WALL STUD SUMMARY-RPPLICRBLE TO UNITS WITH R 2 24'-31'1 1 50 20 SPF•2/s1 24" 96" 26 2 2 STORY CAPE 12 35-50 1300-1420 2002-2055 T-Z'-T-2" o 5 TO 7/12 ROOF PITCH AND THE ATTIC 15 USED FOR STORAGE 2 Z4'-31' 1-2 50 2x4 SPF STUD 16" 96" 26 2 2 STORY CAPE 12 35-SO 1412-1552 2114-2168 7-0°-T-O" ^ Ma 31' 2 2 STORY CAPE 12 35-50 1615-1955 2254-2500 6-10"-6'-6 ` C ONE UNIT NUMBER GROUND SIZE,SPECIES,GARDE SND CEILING -- -�L" 0 0761C + ZONES WIDTH OF SNOW SEE NOTES 7,8,9,10 DC HEIGHT MARRIAGE WALL STUD SUMMARY-APPLICABLE TO 24' 2 CAPE WITH SHED DORMER 12-411 35-50 1165-1398 3559-1849 418"-4'-1' STF(f•� - MPH STORIES LORD E2 SPACING NOTE 5 CAPES WITH R SHED DORMER-411/12 SIDE 26 2 CAPE WITH SIZED DORMER 12-411 35-50 1156-1359 IBM-1947 T-4'-6'-5' 101/130 24'-31' 1-2 SO 2.6 SPF STUD 16" g6° NUMBER UNIT NUMBER GROUND SIZE,SPECIES,GRADE STUD CEILING 26 2 CAPE WITH SHED DORMER 12-411 35-SD 1207-1410 1731-21332 T-4'-615" 1DI/130 24'-31' 1-2 SO 2x6 SF STUD 24' 96" MRRR. WIDTH OF SNOW SEE NOTES 7,9,3 OC HEIGHT 31' 2 CAPE WITH SEED DORMER 12-411 35-50 1396-1656 1813-2098 NOTE 1 NOTE 5 WALLS STORIES ORD(Pg SPACING NOTE 6 26 2 SALTBOX 12-5 SEE DWG 3c1 SEE DWG 3c1 SEE DWG 3,1 SEE DWG 3c1 110/142 24'-31' 1-2 50 2x6 SF STUD 16" 96° 2 24'-31' 2 50 2.3 SPF s2/al24" 95' NOTE 26 2 SALTBOX 12-5 SEE DWG SC-1SEEDWG 3,1 SEE DWG 3c1 SEE DWG 3,1 SPACE RESERVED FOR THE NEW YORK STAMP OF RPPROVRL - NOTE I 24'-31' 1-2 50 2x6 SPF STUD 24' 96° NOTE 5 120/355 24'-31' 1-2 50 2x6 STUD 16" 96° NOTES'NOTE 1 MARRIAGE WALL SND SUMMARY-RPPLICRBLE TO L LEFT NUMBER IS FOR 35 PSF GROUND SNOW ZONE('g) CRPES WITH R SHED DORMER-12/12 SIDE RIGHT NUMBER 15 FOR 50 PSF GROUND SNOW ZONE(Pg) 2 LORDS ARE GIVEN IN LB/LINEAL FOOT. EXTERIOR SIDE WALL STUD SUMMARY-APPLICABLE TO NUMBER UNIT NUMBER GROUND SIZE SPECIES,GRADE STUD CEILING 3 CENTER GIRDER SUPPORT SPACING 15 BASED UPON THE INSTALLATION OF R 3'RISC ST0.STEEL PIPE UNITS LITH R 9/12 OR 12/12 ROOF PITCH MRRR WIDTH OF SNOW SEE NOTES 7,9,3 OC HEIGHT COLUMN WITH Fyy 36 K5I AND UNBRRCED COLUMN LENGTH=8A FEET,RLLDWRBLE CONCENTRIC WALLS STORIES ORD(Pg SPACING NOTE 6 LORD=34,00D LBS,PND R 1/2"x 9"x 12"STEEL PLATE FASTENED TD THE CENTER GIRDERS ALTERNATE METHODS OF SUPPORT MAY BE USED PROVIDING THEY ARE CAPABLE OF TRRNSFERRDm THE WIND UNIT NUMBERGROUND SIZE,SPECIES,GRADE STUD CEILING 2 24'-31' DNR SO 2x4 SPF STUD 24' 96" DESIGN LORDS FROM THE FLOOR GIRDERS TO THE FOUNDATION. ZONES WIDTH OF SNOW SEE NOTES 7,8,9,10 OC HEIGHT - ALTERNATE METHODS SHALL BE APPROVED 13Y THE LOCAL BUILDING OFFICIAL MPH STORIES ORD EPA 5PRCING NOTE 6 4 ACTUAL FOUNORTIDN PLANS FOR DIMENSIONAL Atm CENTER GIRDER SUPPORT SPRCING AVAILABLE UPON REQUEST. 101/130 24'-31' 1-2 50 2.5 SPF SND 15' 96" 5. FOR TYPICAL FOUNDATION DETAILS,SEE DRRWING(S)4. 101/130 24'-31' 1-2 5) 2x6 SPF SND 24' S6" FXTRmR SIDAND MRRRTAGF WAI I STUD NOTES: B BASEMENT WALL LORDS DO NOT REFLECT OPTIONS,SUCH AS DECKS,PORCHES,RAISE)ROOF OPTIONS,ETC. NOTE 1 NOTE 5 L NUMBER TO LEFT OF°/°IS NOMINAL or BASIC WIND SPEED Nned).NUMBER TD FDR UNITS WITH THESE OPTIONS,LORDS PRE AVRILRBLE UPON REQUEST.REFERENCE ACTUAL LORD SECTION RIGHT OF V.I5 ULTIMATE WIND SPEED(Vu10. BOTH REFLECT MPH,3-SEC-GU5TS. SPANS SH WITHIN CRTC MANUAL TOR CREATED CUSTOM)FOR LESSER LORDING OPTION. 310/142 24'-31' 1-2 35 2x6 SPF STUD 16' 96' 2 WDm ZONES DETERMINED BY IRC WIND MAPS OR STATE-SPECIFIC DRT0. 7. SPAN"'SHOWN REFLECT p(4)MEMBER 2xB 5PF-2 GIRDER FOR 24-WME HOUSES,Nm R(6)MEMBER 2x1°SPF-2 110/142 24'-31' 1-2 35 2.5 SPF STUD 24" 95' 3 SEE SECTION ET M THE APPROVED CPUC MANUAL GIRDER FOR 26 THRU 31-WIDE HOUSES. FOR OTHER MEMBERS/SPRN OPTIONS SEE APPROVED CRLC MANUAL NOTE 1 NOTE 5 4, STD TRUSSES REFERENCED FOR RESULTS ABOVE SEE APPROVED CRLC B. LOOAADCRLC ING(G(FLL6 MANUAL 41 FOR FLOOR LORD ONLY PED ROOF LORD)OR SEE SECT a42 FOR FULL MPNURL FOR MEMBERS SUPPORTING SPECIAL ROOFS(CATH,RPTSED-ROOF,ETC.). S. STUDS ARE LIMITED TO THE SECOND FLOOR OF R 2 STORY UNIT. 6. CEILING HEIGHTS SHOWN FIRE CALCULATED.HEIGHTS MAY BE GREATER IF R 2x LATERAL BRACE 15 PROVIDED AND 6 DOES NOT EXCEED THE CALCULRTED LENGTH OF THE STUD. SEE SECT 61 6 62 IN CRLC MANUAL FOR GREATER STUD HEIGHTS 120/155 24'-31' 1-2 50 2.5 STUD IV 96. 7 MANUFACTURER HAS OPTION OF DECREASING THE STUD OD.SPACING. DEPAIiT61ENT OF STATE NOTE 1 8- STUD CRLCULRTION5 ARE BRSED ON EXP C AT THE GIVEN Vnsd/Vult WIPED SPEED pM51DN DFBUBDINGSTANDARDSAND CODES SHOW Vult ENP D EQUIVALENTS FIRE RS FOLLOWS: 116C=117D,130C=ISO, ALBANY,NY 11237-0aDI EXTERIOR SIDE WALL STUD SUMMARY 142C=1310,155C=142D. SEE CRLC MANUAL SECT 3.4. S6mp elAppr"NTsn Sy.lem,eadel ar e"mp°eanl APPLICABLE TO CAPES WITH A SHED DORMER 9. EQUAL OR BETTER MRTFRIMAY SE SUBSTITUTED M1387 2016-061 10/04/2016 30 SEE SECT alp OF APPROVEDCRLC MANUAL WIND UNIT NUMBER GROUND SIZE SPECIES,GRADE STUD CEOING IL SEE SECT•13 OF APPROVED CRLC MANUAL 1lendectrn'e Na PppGcxfim No. Dem"(AAA d ZONES WIDTH OF SNOW SEE NOTES 7,8,9,3 OC HEIGHT 12 SAWN LUMBER SHALL BE IDENTIFIED BY R GRADE MARK OF AN ACCREDITED Np)ICETIis�gmvalh>FpDomoylouosm,gaed:dpemeay„mvtae,uxd MPH STORIES ORD IPq SPACING NOTE 6maSmsM�rlu•IsereLx�dmedNeexlDa meaymaN+tlaefxmslly LUMBER GRADING OR INSPECTION RGENCT FIND HAVE DESIGN VALUES CERTIFIED 7hs eTawddNrwwrt eDwumaeadwmm re,Pavra+Tyd am,earn 101/130 24'-31' 2 50 2x6 SPF SND 24" 96' ar"mhdm tmnNe eR"meaaamas< BY AN ACCREDITATION BODY THAT COMPUTES WITH DOC PS 20 NOTE 1 ADemrdnxalxelemwy fR�edmregxmdh melml�deErto,®en oe®t y f// .r�L sj Zi,6h•4 !"hnAPddens,PE,Ac5npW is 310/14N 2 24'-31' 2 50 2x6 SPF SD 16° 96° Ardmxde.,Rq 310/142 24'-31' 2 50 2x6 SPF SND 24" 96' NOTE 1 NOTE 5 125 24'-31'1 2 50 2x6 STUD 16° 1 95" MRSTER SERIES RLL MODELS STRUCTURRL SCHEDULES G NOTES MUNCY HOMES, INC. 1567 PR ROUTE 442 MUNCY, PR 17756 DRN BY DRTE SCRLE REV. SHT. NO DATABASE NAME DJG 03\3c-std 3-1-93 NONE I 6-01-2016 I 3c NOTES SEE RCTURL FLOOR PLAN FOR LENGTH-SEE NOTE a2 L ALL IT.'3V MI BY BUILDER, ___ ___ L IF BUILDER EXCEEDS MAX COLUMN SPACING ON SHT 3c, 1"MW NOTE°9 FLIGHT:34°MIN -3tl'�MAX. NE e9 NO RESPONSIBILITY FOR RESULTING PROBLEMS WILL SEE NOTE s14 ________ _____ ___ ____________ __________________ BE RSSUMED BY THE MANUFACTURERZSEE°GENERAL ENERGY NOTES°, E I I W000 TO W000 MERSUREMEN'f ALLOWIIJG SHFATHWG TO o NOTE a7,BHT 3e. p I r _- I 2 EXTERIOR DIMENSIONS SHOWN CN FLOOR PLAN REFLECT !0°MIN for MO ac EXTEND DOWN OVER TFHE SILL PLATEMIN ❑ I I SEE NOTE a3 ILal I I I WHEN FORM INSULATION IS RODEO.SIZE OF FOUNDATION 4°MAX I FOR LORDING FROM UNIT ON BRSEMENT WALL AND I MUST BE ENLARGE[)2°IN WIDTH AND LENGTH, for/M0.MAX MD CENTER GIRDER SUPPORT,SEE SHY a3c. I I 3. PILRSTERS MAY BE REQUIRED.BUILDER MUST CHECK SOIL I CONDITIONS AND APPLICABLE CODES.I/V 4° p I R COLUMN 15 REQUIRED BENEATH EACH I 1 s 4. UNIT TO BE TOE-NAILED WITH l6d NAILS IV'oc AROUND MAX _ I END OF R CLEAR SPAN CEILING I ,� PERIMETER IT..2012 IRC,8'—2013 IRC. I COLUMN SPACING MRY HAVE BERM.SEE FLOOR PLAN. TO BE ADJUSTED TO HISS I o 6. CRAWL SPACE FVENTILATION1N REQUIRES H 124"ACCESS 2x12 I STAIRS.SEE ACTUAL FLOOR I Z REQUIRED SPRCE RRER 1 O FOR EACH OS7 SF OF CRAWL SPACE RRFA PROVIDED BY CRO55 VENTS PLAN FOR STRDR LOCATION. H MROE INSECT 6 RODENT PROOF WITH SCREENING POST I WpNpOWS I OF LOWERS. 3'-0"MIN 1 OR VENTS I xFIELD WORKSEE CENTR GIRDER SPACING TREILE,b a3c I 6. THIS OEM WILL VRRT.CHECK LOCAL REQUIREMENTS. SEE NOTE al7. FOUNDATION IXCEI'T FOR METHOD OF CENTER GIIRDER 3'-D'MIM I I1 SUPPORT ANO SPACING NOT FUR STRTE APPROVAL.r-- r-- r-- 1 i • FINAL DESIGN FOR SITE WORK REQUIRED FOR 3'RISCb-TD. 5L�OF5FT UP INSTRLLRTION OF THE UNIT SHRLL BE DONE CONG FTG I I I I I o,•PLATFORM o 0...z....•:• .� . •... L TE all L J L J RCTU SOIL CONDITIONS D I STEEL PIPE ,� Y RRCFITECT OR PROFESSIONAL ENGINEER IN 7FE . . .. I I I I COLUMN I I CONTINGENT I I I I I STATE AND BASED ON RLRN .: •. . .:. ... •:..-•:'::;:.•...•:••:.:-:.:.n-':':......:.:-:••:.v-:••..: I --J SEE NO -_ UPON SOIL L--J I I � APPLICABLE CODES. SUGGESTED STAIRS STRAIGHT SUGGESTED STAIRS, STRAIGHT I 6 16 + —— +°I I s STAIRS ARE THE RESPQNSffiLITY of THE BUILDER CRpRCrrr 4" 7-3/4°MAX RISE 6 10"MIN.TRERO REOUMRED FOR MD. SCALE: 1/2"=1'-0" SEE NOTE a9 SCRLEI 1/2"-1'-0" SEE NOTE ft9 I e° o AND SOME AREAS of W Mo I I FIELD WORK I ; IL CMA)3 1/2SEE SHT 36 FOR MIX COLUMN RREEOUIRED I ¢ lZ OM REQUIRES DOUBLE SILL PLATE OR USE OF 1°H 10'MIN for MO I MINI FOUNDRTION PLANS RNO DETRILS I I FOUNDATION ANCHOR STRAPS. 7-3/4°MAX. NOTE ay 9°MIN I I RRE SUGGESTED MERNS OF SUPPORT. I I 13 IND ALL REQUIRES T 12. REMOTE OPERABLE WmDows I IN RLL FOUNDATIONS. a for M0. I I FINRL DRRWINGS FOR SITE WORK I 1 w 14 OZD REQUIRES TWO HRNORRILS PER RUN OF STAIRS NOTE a9•{ for M MAX I BRSEMENT MODELS ONLY: I m IF OPEN ON BOTH SIDES \y 6 v4° REOUIRED IN CONNECTION WITH MAX for MD. o NOTE a9 I SETUP/IJSTRLLRTION OF THE SMOKE AS TOW E INSTALLED INTERCONNECTED ECTED CAL I I5, FOUNDATION PLANS AND DETAILS SHOWN ARE FOR 10°MIN for MO 2x12 BMAXX+ m -3/4°MAX I I UNIT SHRLL BE DONE BY R PZ WITH REMAINING DWELLING SMOKE I I MASONRY CONSTRUCTION.OTHER MRTERIiLS MAY BE I OR RR BRSED ON SOIL CONDITIONS. DETECTORS BY MANUFACTURER I i USED,CONTINGENT UPON DESIGNING TO THE REQUIRED 9"MIN ❑ for M0. I LORO5 AND CONSTRUCTED IN ACCORDANCE WITH THE t:F o 1°MIN I SEE NOTE a15. I 31-01 MIN. N 2212 x ev4" 1 L-----------------------------------------------J I LpPLTCABBIl 1NSONGBUILD�LES RNm APPROVED BY THE 3'-0°MIN •.;•: MAX i I ffi. 3"STRNDRRO WEIGHT STEEL PIPE COLUMN.ASTM -••• 30°MIN for MD. L________--_ R-01,FY-Ms1(m).ALLOWABLE CONCENTRIC LORD= •'f" 91 MIN 34.000 ms 29 8'-0°HEIGHT.CRPRCLTT OF OTHER m POST rc COLUMN HEIGHTS SHALL,BEIN ACCORDANCE WITH P05T 1" MIN TYP. FOUNDATION PLAN RISC MANUAL OF STEEL CONSTRUCTION. IONL 7-1 SCRLE: 1/4' 1'-O" POST POST POST F-D,MIX 242 SUGGESTED STAIRS, U—SHAPE :' SUGGESTED STAIRS, L—SHRPE SUGGESTED STAIRS, WINDERS SCRLE: 1/2'=1'-0" SEE NOTE a9 SCALE: 1/2"=1'-0" SEE NOTE a9 SCRLE: 1/2'=1'-0" SEE NOTE a9 NOTE: ALL MATERIALS 6 LABOR REOUIREO BELOW THREADED ROD/NUTS/WRSH RS OR BOLTS BOTTOM OF FLOOR RESPONSIBILITY OFJTHE BUILOER. 1/2"x7OIST 15 THE 1/2'64 GIRDERS! ALL MATERIALS 6 LABOR REQUIRED BELOW BOTTOM OF FLOOR JOIST ISDETAILS SHOWN ARE SUGGESTED rC4'�14�u�� STALL UCLY S NTRTRTION TION COMPLY S 1/2xM 1/2"Di GIRDERS THE RESPONSIDER ILITT OF THE SLIIDDETAILS SHOWN ARE SUGG-11 DETAIL.CON � ��•Sr�� `p WITH PLLAPPLICABLECOOLS. U45TRLLED BY BUM-DER ON ONLY 6 ACTUAL CONSTRUCTION MUST COMPLY WITH ALL RPPLICRSLE CODES 4. SEE NOTE 4 SITE 48°0 C. TE SHIE] AS EQU ED ' JOIST HANGER p •n 2.6 SILL PLATE(SEE NOTE a12) x "•"' •07fi'�r�' FM GRIL m�^ •n.. SILL SEALER SEE NOTE 31 6 16 L-ZA!F'x12'PLATE FASTENED TO �fESTb•" •.{'• GIRDER WITH L4)16d NAILS. • , ALTERNATE MEM005 OF SUPPORT iI•' MAY BE USED.PROVIDING THEY •�'e. ARE CAPABLE OF TRANSFERRING 1/2°116°ANCHOR BOLT IZ°MAX. THE DESIGN LOADS FROM THE FLOOR IN FROM EACH CORNER FIND GIRDERS TO THE FOUNDATION. FIELD WORK ;u•' s-Q°Or-MAX.AND WHICH ARE ALTERNATE METHODS SHALL BE APPROVED EMBEDDED AT LEAST 7°IN CONCRETE BY THE LOCAL BUILDING OFFICIAL SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL OR IS'IN MASONRY UNITS ENT)FOR UNITS LOCATED IN SEISMIC , DESIGN CATEGORY DO,ANCHOR BOLTS �- W SHALL ALSO BE LOCATED AT INTERIOR 0 0 - BRACED WALL LIMES WHEN REQUIRED TO BE SUPPORTED ON R CONTINUOUS FOUNDRTION. o 5EZES,SPACING,ETC.SHALL BE SAME AS ON SILL PLRTE SUPPORTING EXTERIOR WALLS. o o PLATE WASHERS R MINIMUM OF 022'Y'r3'k3° SHALL BE PROVIDED BETWEEN THE PLRTE AND IJ'o e2 i°w FIN THE NUT. .GRD SEE NOTE a5 THE MRXIMUM ANCHOR BOLT SPACING SHALL m m s BE 4 FEET OC.MAX FOR TWO STORY STRUCTURES. •• ��' V SHOWN FOR DRAo m SEE SEISMIC DESIGN FIELD NOTES.BHT 3b. .r� •. VAPOR BRRRIER - THE INSULA A IS NOT ,� re BLOCK OR POl1RED WALL WING F a SIZE CONTINGENT UPON 500-BEARING CRPRCITY FORINSULATIONREQUIREMENTS o E z 'i'K =::'S; ij '�f f r;;-',r.?i;'•'"'i1,;=:�:; sjlir�S 4"GRAVEL BASE DEPARTMENro ESTATE _ DMSIDN> OFBUILDING ST0CODES ALBANY,NY i2nl-00tS11-0001 `-y Ln -tyi3 F' SLmp°fApprmdf°r.Sy#-,M d.l°,Com ! FIELD WORK "°" M1387 2016-061 10/0412016 m NOTE: r,,,C, rdrs raekmr,°O®®wa+*eu>, damuea 11yy °•'•-•• '•'d•• Me"ukdsrly N. AppRmft NL DffbdAJWwd Ya FOR DRRWING[)CLARITY.SEEOSfT 3e 7m w>ad,d,�mra�+° 1mn miaprymrmrm�°1�mc"I/ ~ FOR INSULATION REQUIREMENTS. 4°DIR PERFORATED ORRIN oaoadm4°mWgp°reemvme Ae:a°roxrxo,a/p° dra.Tp,wdym°ImHc°mEd uoir L CCOOVE CRAWL SPACE DETAILS WATERPROOF EXPRNSION JOINT '°�R�"�°'p�Aa°°" ' °'°g" CONCRETE SAB scRLE: 1'�=1'-0^ MASTER SERIES . RRNCH, CRPE, TWO STORY & CONTEMP. FOUNDATION PR DETRILS & NOTES ,�E<` "+�• PLRN f 4°GRRVEL BR5E MUNCY HOMES, INC. 4°DIA PERFORATED DRAB VAPOR ARRRILR 1567 PR ROUTE 442 MUNCY, PR 17756 DRN BY ORTE I SCRLE I REV. SHT. NO. DATA0BASSE4e ME MJL 3-22-91 SHOWN 6-01-2016 4. i ' NOTES SEE ELECTRICAL NOTES, CKTa16 LKio2 SHY 3a FOR RFCI CRITERIA. L ELECTRICAL LAYOUT IS REPRESENTATIVE ONLY. rr11N SEE ELECT.NOTE a2,SHi 3n _ NOTE o8 2. HEAT LRYOUT AND UNIT STZES ARE REPRESENTATIVE -_____" ONLY. 3 SEE BHT 3a FOR ELECTRIC CIRCUIT SLFiEDULE it 1 1 1 1 ...12 8 8 AND GENERAL NOTES,INSULATION SCHEDULES AND II L———— NOTE r9 1 3 a-� DOOR RNID WINDOW U VALUES 1� II I c IIRII BOX CKTal 'CKTr10 r 4. SEE BHT 3b FOR ELECTRICAL NOTES,ELECTRICAL 11 2 I 6 FIEF NOTES,ELECTRICAL SYMBOLS AND HEAT/MECHRNICRL NOTES. 1 5 I I I CKTall CKia12 I I S. HERT LOSS CALCULATIONS FIRE AVAILABLE UPON i' 3 I'-® — 3 i�` iii }p i 1 CKT-B REOUFST. II r r-- � B 11_-_'I I-------- 5 _ SIW.__. B. SEE"ELECTRICAL FIELD NOTES",NOTE a5,SHT 3b. I1 L �•l 3 I i`--- `-- I 7. SEE"ELECTRICAL FIELD NOTES',NOTE a2,BHT 3b. S MOTE 1 4 I I 2 3 Ii i B. MAIN PRML LOCATION FOR UTILITY ROOM OPTION. 19 3 L CKT-S I 2 L '^ i I�rro f——-11 i I 9 LOCATION OF WATER HEATER IF CRAWL SPACE I OPTION IS SP . 3 5 I I 3 r i i.-• 4I rB l i i t 20W--2015 IRC EC eI�MIIJ 24"HIDE x 30"DEEP ACCESS I1 — 3 L— I r I I I 1i MUST BE PROVIDED TO WATER HEATERS INSTALLED 11 CKTa19 —'1 o-J I I 1 J I I I IN CLOSETS OR ALCOVES,b)30"x 3D"CLEAR c J B SEE NOTE o6 1 bP sl bL3 SEE NOTE a7 2 -8 --i i 4w r i i i COCONTROLSRWW TO OWH IS INSTALLED IN WATER OOOMM� I SEE NOTE a6 a6 S 6 1,13 3 20 ZO I 1 r I __ __ � � 14 2012-2015 IRC-SEE SIiT 3a,FOR ENERGY NOTE a2L l I IB 3 7 CKTa7 7 3 I 3 3 3 I J 3 6 Cr\1'e20 Q SEE NOTE a6 i II ----J = ---- l i i 3 7 r I cKTas , CRAWL SPACE OPTION 6 I "B" BOX i 120 II I I I .1A I i try fi I i-: �-�I 19 It I ii II 20 1 II II U 7 7 [17 6 6 20 I •__________ .________ ___ ______________.I TYPICAL ELECTRICAL LAYOUT L 6 5EE ELECT.NOTE a2 SHT 3a 1250 WATTS i i 20013 WATTS II I11 II II II II j I I 500 WATTS "3 I t I R BOX I I WRTTs 11 -----®— J T L— 500 WATTS 1 1 -2 I I I I I II J Hr5 I I 11 9/29/16 II I 1 II H4 J ------ - ---------- J H-6 T J T —, T J H-3 H•6 II SEE NOTE a6 I SEE NOTE a6 I I SEE NOTE a6 -`VEE NOTE afi 2000 WATTS 1 i I I I I , i� R op°•Ms731 tG4 i, I II I IIB11 BOX I II III I I I I I �i SPACE RESERVED FOR THE NEN YORK STAMP OF APPROVAL 1 I I I I ice_ _ Ii ii lam WATTS Jn 1000 WATTS J L 2000 WATTS ii 1250 WATTS it L —— ----- -----'I TYPICAL ELECTRIC HEAT LAYOUT DROPS TO BOILER IN BASEMENT -------------- ________________________, _ ________________________- 3420 STUH � 3990 BTUH -} —- � I r-��3 0 39913 BTlhl , 3,4"�J I i; II I 0 Ir I I n ii I I 413 fl IIf " BOX I �.=1--I --------- II II i I I i --I II DEPAf1Th1ENTOFBTATE II 3390 BTUH 1111413 BTUH I I I OMSION OAAFB06DINGSTANDARD ANDCUDES II I i I I I Ij 19NY.NY77714a0D1 j1 I i i i II M_PeIAPP—d fora Syd-,&deler Camp.—I M1387 2016-051 10/04/2016 NonTt—q eNa PppOcdrn No. Ode dPpprord NOIICE;TMgpad6;a6obleongrloPemonpvededOebWorynmelamucd I 1 EiddnPl ' Dalaef�arANONeelOahaal ma.damve(a Lm I I I 1 7Na ep71adsiW MIdmIIBmmMatlaa0m11e�u6bJiJhfdadalkua,ertal I 1 I aanmmdan0a apwef�ana� I 11 AOdleldxedeadumal f yglmdbyth,k.9CadaEdb--d0fta 1 I i5700 BTUIi 3/4°0I ---- I iI Jo Addaie,PEAcbq Dxch. D IMdn 'Rq I 3/4°0 �+ ---i� I i I IIBII BOX i .. 3/4"B I i \111444! I MASTER SERIES T J I RRNCH MODELS -, 3/4"pT}; ELECTRICRL 6 HERT LRYOUT �.�-31113--r —� L 1I I I 1 39913 BT{1H --- 2850 BTUH s7130 BTUH J-11� 39913 BTUH L --_ I MUNCY HOMES, INC. `---------:-----:-------- ----=-----:-------' 1567 PR ROUTE 442 MUNCY, PR 17756 TYPICAL HYDRONIC HEAT LAYOUT DRN BY DRTE I SCRLE I REV. HT. NO. DRTos-15 a NAME MJL 3-22-91 1/4"=1'-0" 6-01-2016 5. \ al CKT-1 CKTa16 SEE ELECT.NOTE.2,(�-- SEE ELECTRICAL NOTES, NOTES SHi 3e � � 3 v SHT B.FOR RFCI CRITERIA CKT SEE NOTE a7 ________ __________ _ r _ -----------, 2 J 7 II I, L ELECTRICAL LAYOUT IS REPRESENTATIVE ONLY. CKTa11 CKTa HEAT LAYOUT AND UNIT SIZES ARE REPRESENTATIVE i+ 1 11 1i i1 I ii i� ONLY. CKTx2 II II 1 II 1 3 SEP GEN 3e FOR ELECTRIC CIRCUIT SCHEDULE ii r�VID r � l iOFKTs4 19 I II 1� , L--� II li AND GENERAL NOTES,INSULATION SCHEDULES AND CKTx19 I l 11 I I 1 1 I I t I I r 6Z I I 1 1 DOOR AND WINDOW U VALUES. I 3 _Ls R BOX 11 11 I� ���pp,, I II 11 4. SEE SHi 36 FOR ELECTRICAL NOTES,ELECTRICAL li I I ucl CKTa9 I 11 1 J ,i Ig it L---� �� u(�, ii FIELD NOTES,ELECTRICRL SYMBOLS FIND ____A�: L ;: ,:' ' 7CKTx77 u u 7 I 1 v I 11 HERT/MECHANICRL NOTES. L. 2 r—— l - =�J �i I CKTs21 I C BOX ii 1 ii S �T LOSVE CULRTIONS ARE AVAILABLE ¢ 3 �-T'—� r i 6. SEE"ELECTRICAL.FIELD NOTES",NOTE x18,SW 36. 1 , CKTa3 3 L II 21 CKTsB 5 II I II 7 SEE'ELECTRICAL FIELD NOTES°,NOTE s3,5HT 3b 2 2 l `. I, l SEE NOTE s6 --� 1 CKTa21 ___,' 8 SEE'ELECTRICAL FIELD NOTES",NOTE x2,SHT 36 .+ .. I S. SEE"ELECTRICAL FIELD NOTES",NOTE x18,SHT 3b L--i 5 l 2 1 "i " L------ ' 10. TWO STORY OUPLIX I5 SRME-E TWO 7W0 STORY T CKTsS L S —J I CKTs31 CKTs12 i I i 3 B a 5 I SIDE gY SIDE WITH%NRNT SEPARATION WALL IN 'I NOTEa13 ,II r 1 i I i i •�` CKTxs S L— --------- 21 l i BETWEEtJ�TEH1EM SEE SHT ZEkS FOR FLOOR PLAN. 2 `� 1' I I '` La NOTE x8 3 S B 8 i i 11. 9Eff TIDN NPA'L.L—A NDT BE IN STUD - ---- -'' •------- It SPACE r-------� /--` ___ ______,i Ir______. + II 12- ELECTRICAL SCHEMATIC IS FOR ONE LIVING UNIT. 6 6 ¢ 1 II 3 n I r .I II II f� � „ SECOND LIVING UNIT IS MIRROR IMAGE. S. + NOTE s8 I 6 i i i i---- I g`-' — — _ 13. LOTION LOCATION OF WATER ERIE ONL CRAWL SPACE 11 J V I l CKTx20 li " I OKTa22 5 1B --_ CKT 18 II 2009-2015 IRC-0 MIN 24°WIDE x 30"DEEP ACCESS 1120 CKTs20 6 CY,T-ID CKTx6 It j�22 -1 �� MUST BE PROVIDED TO WATER FiERTERS INSTALLED SEE 18 11 IN CLOSETS OR ALCOVES,61 30°x 30'CLE71R �I 20 5 8 S 1 I SEP NOTE s6 '' 'I I I6 I S D x6 CKTa22 li FLOOR SPACE TO BE PROVIDED RT WATER HERTER CONTROLS WHEN WH IS INSTRLLED IN R ROOM. i SEE I "B" BOX I 20 I i i i I I IIDII BOX i i i 14. 2012-2013 IRC-SEE SHT S.FOR ENERGY NOTE a2L NOTE s9 I U I I� itis �I I I I 1 I 1 1B l I 11 II I II li m J I I 11 '1 18 II I I I � —�---------�----- ,I 1 i a z2 L---- 18 I� -- ------ ------ -- f ,I I.- ------- -------- - ,1 ____ 6 ZD I .____ 18 IB Z2 I ______, fi _; ______i______ 1 L-06 GFP, TYPICRL ELECTRICAL LRYOUT SEE ELECT.NOTE-2-SHT S. 11 SDS~D�TTS I I rS00 WFlTTSi I I'r 1300 WATTS F I I ��I i II 1 i ill 500 l 1500 WATTS „ 500 WATTS , , u I I wRTTS 11 Iii II I I I n I, II 1 1 II II 11 II I 1' 'II I l H-1 ARIL BOX 500 11 I li ilI l it Iii '�------}--�'-- ------ WATTS .+' 11 500 uCu BOX II u ]500 WATTS ___ WATTS I ii Iii I III 1 ii Iii H-7 u I i H-5 " n I1 1000 WATTS I 9/29/16 y.'I I � it 111 H-3 H-B ii •, J J '1 _ Dnal i J T ------i 1 i I H-6 SEE NOTE x6 'I i, *.yp �n'T ------ �_____, H-B r T II II I SEE NOTE a6_____ K-4 ---111 n ii i� ii l J Ili Ldp a'076751 i I I I SEE NOTE t j;l 1 i �7SSTA1t� H-2 I l 1 l l iI 1000 WATTS I 11011 BOX IIBII BOX i SPACE RESERVED FOR NEW YORK STAMP OF APPROVAL iI Ii iiI I ii I, I' 11 II 11 l I �� I�II I I II 1500 WATTS I I ----t------ ------' I 1500 WATTS ----------- WATTS10Do WATTS -_ ------ ------r 1000 WATTS - x14oDROONP 6TO BOILER N TYPICRL ELECTRIC HERT LRYOUT DROPS TO BOILER �j W IN BRSEMENT ---------------- ------T------ - -- �— 4550 STUH ��— n4o BTDH 4560 BTUH „ 1140 BT�H ,I T11 1 11 II 1, li 3/4"o l ii 1148 3/4° 1710 BTUHl ii--i 1 11 n li I' II 1� II II ��� `------- 3/4"(� __' li i� BTUH " O II/111 BOX SI30 BTUH ' tl O BOX II 11 DM61oN OFBEII UARTMEKOF STATE 609 AND CODES f l I l I I F 11 11 I I I I I I I ALBANY.NY 17271-O0D1 2280 BTUH I ❑ II „ j1 6bmp elAppmral f°n6y.t.m,tladelot Cump°nent T 2850 BTUH I1 PERIMETER LOOP It ---if M1387 2016-061 10/04/2016 3 Qf i' ii M.d.N. fpo ft dDabdAW d I' I' tI I tI huVnps(Moddm)Odxehmddedxd�xriblad IMW rq bay if 11 II 7h+glrmd shel ad n3re DemxWadu4fivn mw ab yfft. blq elms I I I1 _ I1 —hA Nmmotlmmadd.—ft _ MSAolddedgak%// knedfine,gmrd bl Nehml Code Edo�II.II OtltleL 1 PERIMETER LOOP 1 II J.ha LAddax.PEA.&g D—W D IAndmadea,Nl1 0 3/4°0 l 3/4"QJ 3420 BTUH MRSTER SERIES i l I "B° BOX �1 2260 BTUH ' Ii i 2 STORY & 2 STORY 2—FRMILY MODELS I'D" BOX ELECTRICRL 6 HERT LRYOUT I I 1 �I :; MUNCY HOMES, INC. I I 1567 PR ROUTE 442 1 4560 Bnm r E T y I 1 4560 BTUH --- ; ---_i---- _- -= IE 9120 BTUH E—J E--EJ i =__—:— ---- 3420 BTUH 34zo BTUH I MUNCY. PR 17756 -- ----- i _—_—_-----_—_—_;' DRN BY DRTE SCRLE REV. SHT. NO TYPICRL HYDRONIC HEAT LAYOUTDATORSRSE NAME MJL 1 3-22-91 j1/4-"=1'-0" s-of-zols s9 NOTES __ r L KrrCHENS MAY BE ROTATED 90 R 180 DEGREES 2 PART OR MAY SE REVERSED IN ERHF12 DIRECTION.IN PART OR IN ITS ENTIRETY. I CABINETS MRY BE OMITTED TO ALLOW FOR BUILT-IN RPPLIFNCES. w.1 d1.1 &I dh1 d L dhL dh1 d L kbL dh1 d.l - = 4. �APPLIANCES MAY BE BY MRNUFRCTURER OR BUILDER 10"FREESTRONG Bf(RSA SOUR� N �� ii- El� dt z rFl l i �� ck.L 4 a PRO 0 ER SIllC MAY BE OMITTED PROVIDED.LIGHT 6111 6 RE MET. RANGE�H000 C E i I I RANGE H000 i i I J i;`�, C I I 7. ERRS OR EXTENG AND DED COUNTERS MREOUIRMENTS AY BE ADDED TO t t_ TYPICAL I I ALL KITCHENS.CLEARANCES SHALL BE PROVIDED PER w.zFFR OPT.-ISLAND D I H000 i i_i F i i 7�Yp�mom go L TICAL N� 8. C0 MAY BE INSORT M��vmAR OR wIX�ED -- --- OOD OR i H w z K O ckte4 METAL LEGS. 9. CRB24ETS RVFOLRSLE UNDER OR ABOVE ERRS OR EXTENDED ckta4 COUNTERS MAY OPEN EITHER ONE SIDE OR BOTH SIDES. Sol6111 1112 dr..l id CABINETS RND/OR BATH FIXTURES MAY BE ADDED OR ITT r°rr w• d1• OMITTED PROVIDED RPPLICRBLE CODES AND CLEARANCES OPY.srEr Doan ar(t.P BRE T�r-tx dhl _ I ARE COMPLIED WITH. PLAN 1 PLAN 2 PLRN 3 PLRN 4 PLRN 5 �rr -IF 1 IL PARTIAL R ENTIRE KrrCHENS RED/OR BATHS MAY BE GUILDER TO ALLOW APPL FOR INSTALLATION ON SITE BY II I BUILDER PER APPLICABLE CODES. I S I 32. BATHS MAY BE REVERSED IN PART R 1N THEIR ENTIRETY. �j 13 BATHS MAY BE ROTATED 90 R 180 DEGREES. 14. BRTH,GARDEN AND WHIRLPOOL TUBS MAY BE rg ckt 6 ALLL EERTH SHALL HAVE EXHRUST FANSMAY BE SINGLE OR DOUBLE O RLFRN/UGHT THAT ARE VENTEI)TO EXrERIOF- 17. ALLLBATTHSWSHAL.L HAVE R MEDICINE CR8111 T. I ME 18. SEE 5HTS 5 FR TYP.ELECTRICAL LAYOUTS IL-All 19. BATHS ARE RVRILRELE WITH HEAT LAMP OPTION. NEC �- LAYOUTS flN0 SHALL BE w1RID IIN flCCORDRNCE WITH .7 �/ - - - - - - - - I � 2L SEE AND MANUFACTURERS RECOMENORTIONS. jj NOT =_a _ 22. SEE GENERAL NOTES-2,NOTE•13,BHT SO. --------- 23. 2009-2015 IRC(G2447.5)-GAS HOUSEHOLD COOKING I I APPLIANCES SHALL HAVE R MIN.3O°Q_EPRtNANCE TO R B C D E F i i COMBUS718LE MATERIALS ABOVE 1 I rl UR6L I I I I I I I 1 � r •II• 1 1 •11• I AL 11 1 0 b.sJis. SAL ll g H I J K L ❑ Q ❑ 4 FM ❑ ❑ FM II I JQ` � ATR GRP RIR GRP DETAIL TYPICR TR R PRN H D TYPTCRL FRCTORY GROUNDING METHODS FOR METAL BOXES �AN OVER THE RIM (HOT TUBS, FNOTES. Ll N L2 TUBOR EXTERIOR RECEFTACI GROUND ® ® ® ® ® WH02POOO 5 fS GARDEN TUBS). 1 SEE ELECTRICAL NOTE=2, O O O FDRURE WIRE FIXTURE WIRE / FIlfESTA�'�fi BHT3n.FOR RFCL IA• SEE ELECTRICAL NOTESOTES., VANITY GROUPS RPE ILLUSTRATIVE ONLY,ACTUAL MEDICINE CABINET DESIGN MAY VARY. SEE STIT 3e. 200 AMP MAIN NOTE TYP OPT. FIREPLRCE bs SQEM EP SQUARE,ROUND ,( FLOOR SYSTEM OF FIREPLACE z- 2009-2015 IRC ME OCTAGONAL MAY BE SO THAT NO SCREE: 1/4"=1'-0" ` �I 2.MIK SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL F MAYBEDESIGNEDFOUNDATION SUPPORT IS REOUDRED METAL BOX & CHECK WIIN MHNUFACTURFR FOR '-B° Ta• t'-a' SMAL APPLIANCE I fGFT) SMALL APPLIANCE MIIN. MIN. MIL MIN FOUNDATION SUPPORT REQUIREMENTS. WA1 GENERAL ILLUMINATION 3 BRTFE(S) " GENERAL➢1UMIINRTION 5 ° WHad POOL TUB(OPT.1 a� tD NUT 2'-@'I EXTIMR WALL LRV GENERAL ILLUMINATION 7 6 GENERAL ILLUMINATION rY ( T r." MAX VAN. O l 4=o c+W ti �o y�¢9 .� I'! OPT.PRE-MRNUFRCTURED FIREPLACE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RANGE 9 8 GENERAL 1LLUMIN TM)N ROUND c. 'p r� ROUND ISCREW I IINSiflLLATION INSTRUCTIONS.SEE FIELD 1t9°MIL SO WATER HEATER SCREW V N NOTE o7 OF OWGS 2.SEE GENERAL NOTES-2, p�RNME T-0•MW.CLEARANCE IN FRONT 2,°3 AND GENERAL FIELD NOTE•5 OF DWG 36. �� OF SHOWER OPENINC, WASHER(OPTS it ,E, SEE ENERGY NOTE SITE OF DWG S. LRCE r�:v'- 12 DRYER roPTJ 3-W➢RE F77;D 2iNDRE IFFD MA FA U RER HAS TOPTIONAO APROVIDINGCEDASE ENOWER 1024 5S M171 BY BUILDER EQUIPMENT 51-IRLL BE INSTALLED IN SIN ORO .s GROUtm TYPICR 9-WiR GRO MD1N. R N TION TYPTCf71_ 2-WTRF [;IAO IN. 11N.ETON I I ACCORDANCE WITH MANUFRCTURER'S INSTflLLATION DISHWASHER roFTI 15 14 W I � INSTRUCTIONS AND GOVERNING 000ES �1---- MIQmWAVE MFT] 17 IIaSiRM ii MANUFACTURER HAS OPTION OF PROVIDING CHASE WILL-/f-- INSTALLED SPARE 16 GARBAGE OLSPOSRL BY DEFIERS " TO ACCOMMODATE MORE THAN ONE FLUE SPARE SpA FZELL.D 1D-2 FDnURE WIRE TYP. FIXTURERRRN WORK ACRS F:NT-'+ SPARE SPARE ERRE GROUND RED SPARE SPARE WIRE BLACK SPARE SPARE NUT NOTE: SWITCH IS E_ECTRIC MEAT H-1 2 ELECTRIC HEAT ROUNDED TO MIL 0 BOX USING ERRE MOUNTING i 5�. DEPARTMENlTOFSTATE ELECTRIC HEAT H-3 4 ELECTRIC HEAT ROUND SCREWS DMSION OF SUIIDMG STANDARDS AND CODES 4-2AWG T"OR TWMN TO BOX • ALBANS',M"1TT]1-0oDt GROUND BLACK I 6tamp efApprmd lura Sy.l.m,tloddor Gmp.nad SCREW RED M1387 2016-061 10/04/2016 200 AMP BARE 10-2 WIRE F® i ND11C 6.h..d.h A7pE. -fh Dd.-App-d FIELD NOTES FIELD NOTES MAIN PANEL Sw AMP -15 GROUND 1 NOCP7EhWm W..et ez i 1 aAmd 401�.°Nl bDme m.pvedldmlm.rAmvMaCmM SINSLE MAIN a16 i ' jr-� ``tij Tib 4P.r.IslW minv'nliemrldadmhw n�omLlry MdeehWrry mm TSERVICE B�IS ro BE BREAKER IIJSTRLIATIDN POLE ASP EPA .IB FOR NATER FiERTER I I `' i r�i ii 1N rda (aralpordhoml®I�aa Firmrrnwo�l 20 SINGLE METAL BOX TO BE USED r SINGLE POLE BREAKER- 2/0 COPPER RL 4/0 ALUMINUM BLACK OR COMMON WIRE IS PUT UNER a19 DISCONNECT SW1TC11 I 1. SUPPLIED 6 INSTALLED BY OTHERS SCREW TAB ON ERERt�R. 1®AMP I i 1 I i J.Mk Add d.,PE Acbq D,,d, O IAndreadar,AA WHITE OR NEUTRAL WIRE IS PUT UNDER 100AMP AL UESWIRA ARE��USER SCREW IN NEUTRAL BAR MRSTEI2 SERIES TORQUES AS SP EPEN03 INN DRUG MANUFACTURERS BARE COPPER GROUND 15 PUT UNDER ' OF WIRE CTiQN5 OFPEmING ON GAUGE SCREW IN GROUND BAR THIS PANEL IS UTILIZED FOR I i THE PANEL BOX IS 13MMM USING A OOIIDLE POLE BREAKER- 6 GRCLW EXCESS CIRCUITS AND INSTRLLED �� i .` I i 1 i ONLY WHEN MAIN IS FULL SAME AS SINGLE PONE WITH THE WI suPPL.TED ; �� I rRLL MODELS EIOtmING SCREW TFROfIl;7f THE AmITION OF R SE(Y7Nm TIOP WIRE Atm 1 Ir 1 i '11 E%%% NEUTRAL BAR INTO THE BOX CASING. UN)ER A SECOND SCREW TAB IN INSTALLED r THE W(ERIOR METAL WATER PIPING THE DOUBLE POLE BREAtO:R BY OTHERSFIELD MISCELLANEOUS DETAILS SYSTEM SMALL BE BwmED TO THE WDRK -, MUNCY HOMES, INC. SERVICE EOUIPMENr ENCLOSURE, THE GROUNDED CONDUCTOR AT THE SERVICE-THE GROUIDI'G ELECTRODE 1567 PR ROUTE 442 CONDUCTORSIZE,OR �DNEOR�„'E TYP. SUB-FEFD DFTRIL CLOSET CONFrGURATrONS POINTS CFF ATTACHMENT uF THE N� MUNCY, PR 17756 BDtmIG JUMPER SHAUL R RCCESSIBLE 1-THE MFIlN PANEL BOX IS R SQUARE D-00140M2oa OR EQUAL 5CRLE( 1/4"=1'-0^ DRN BY DATE SCRLE REV. SHT. N0. THIS b TO BE DONE ON SITE 2-THE SUB PANEL BOX IS A SOURRE D-OM20MIDO OR EOUA_ BY BUILDER IN ACi�ANCE uITH 06\6a MJL 3-22-91 NONE 6-01-2016 6a GOVERN DE CODES. DATABASE NAME -3 VRCUUM RELIEF VALVE REOUIREp ON THE SUPPLY-SIDE NOTES " OF WATER HEATERS FOR MR AND ME 2006-2015 IRC L FOR APPLICABLE NOTES,SEE SHY 36. TAR OR CAULK AROUND 6 NY-VACUUM RELIEF VALVE REQUIRED ON THE SUPPLY- Z A PIPING FOR RELIEF VALVE,FIELD INSTALLED AND PERIMETER OF VENT SIDE OF"BOTTOM-FED'WATER HEATERS INSPECTED: ONE PIECE METAL CRAWL SPACE-TO EXTEND ABOVE FIRST FLOOR AND SLEEVE OR SELF- WITH 6"MIN.RIR GRP CAULKING RUBBER T&P VALVE BASEMENT-TO EXTEND BELOW FIRST FLOOR AND BOOT SHUT-OFF CPVC OR COPPER)611 DISCHARGE PIPE(SAME DIRDIRECTED SAFELY TO EXTERIOR WITH DIRECTION M. DOWNWARD 6 5"MIN AIR GRP OR DIRECTED SRFELY IY'MIN.TYP FLASHING EXPOSED RS VALVE OUTLET)DRAINED TO PRN(2009 1RC1 TO BASEMENT ORRIN WITH 6"MIN.RIR GRP U1R55)3"VENT EXTENDS ON DOWN SIDE 2015 IRC-1"PIX OK FOR 3/4"T&P OUTLET. g AN ADEQUATELY RATED TEMP AND PRESSURE RELIEF 18"TD 24"ABOVE AND 12"BELOW ROOF, DRYWALL TUB OR SHOWER ORRIN T&P D15CHARGE MUST ORRIN INTO AN VALVE IS TO BE PROVIDED (RD ALL VENTS'SHALL USED RT LL PIPE WASTE RECEPTOR WDT INTO 7HiE PRW FOR fI1R�6ENJ EXTEND 3°IN DIA. PENETRATIOCT NS 3!4` WASTE RECEPTOR DRAIN PIPE MAY BE PVC, C LOCATION OF WATER HEATER: 1x2[RLL 4 O EC WA E R (mb1 FOR MR,T'PE Y FOR , CRAWL SPACE-WATER BEATER 3N UNIT.OPT. AST 12"RBDVE AND 24" °y FASTENED FIELD INSTALLED DECKING EASEINSTMENT OR RAISEDTION IN T OR RRNCH�-NR rS.SEE TER HERTEROR IN BPLAN. BELOW ROOF TYP.FLOOR DECKING OTHERS OTHER STATES MAY ALSO ORRIN THE T&P DISCHARGE 2"RIR GRP TYP.EXCEPT: WFL OUTSIDE THE ORRIN PAN AS DESCRIBED FOR MR 6 NJ 3. SEE SHEET B.FOR TYPICAL FIXTURE CLEARANCES (ME)3"VENT EXTENDS -6"AIR GRP FOR NY. 4 INTERCONNECTION OF PLUMBING BELOW FLOOR TD BE 24"ABOVE ROOF(-1. �\� � -2015 IRC-6"MAX,2x PIPE RCHIEVm I FIELD BY BUILDER IN ACCORDANCE WITH 3" to 2"OR 1-1/2"REDUCER TYPICAL MIN.00250',24g GALVANIZED STEEL PRN. GOVERNING CODES AND EXTENDS lY'BELOW FOR 2015 IRC,REDUCER TO OCCl1R 12" DISK MIN' ELECTRIC WRTFR HEATERS ALLOWED IN R HIGH- S IND�y�7�RL PLUMBING SCHEpRTICS RVRILRBLE UPON ROOF(min) INSIDE THE THERMAL ENVELOPE IN AREAS TYP FLOOR JOIST IMPACT PLASTIC PRN 0036"MIN.THICKNESS AS AN REQUEST FOR COMPLETION IN FIELD(NOT PART OF APPROVAL) G'm 3"VENTEXTENDS WHERE THE 975%VALUE FOR OUTSIDE DESIGN 1/2"MIN DRYWALL FIELD FIN FLOOR OPTION PAN 15" DEEP MIN(Z"MIN.FOR MR) B INDIVIDUAL FIXTURE SHUT-OFF VALVES ARE OPT.OR RE IEP'ABOVE ROOF IF ROOF TEMP IS 0-de9 F OR LESS-SEE FIG R3012(1) IN ALLEDFRAMINIBY G IS OTHERS RED TO RLUM.PAN AT 00235"TH). S ALLOWED FOR 2015 IRC 7 CODE TREQUIIRES HOSE BIBBS ARE OPT.OR RS REOD. USED FOR ASSEMBLY, DECKING 1" FV CPVC B INTERCONNECTION OF VENTS TO BE FACTORY MADE VENT TO EXTENDTHE 7' C _ 1"PVC ELL WHERE PRACTICAL ABOVE CEILING ABOVE THE ROOF. 9. WET VENTING IS ALLOWED WHEN DONE IN ACCORDANCE VENT THRIX ROOF DFTRTI_ FIRE STIP RT TUR RIND SHOWER- FIR r, H j INDIRECTLY TO R HAZARD FREE WITH GOVERNING CODES. FRCTDRY INSTRII RTION ------ LOCATION TO BE APPROVED BY 10 IN 2 STORY UNITS,PLUMBING SYSTEMS ARE SEPARATE OCRL BUILDING OFFICIAL THE DRRIN LINES UPSTAIRS ARE NOT CONNECTED TO VENT TO HOME LIINE5 DOWNSTAIRS VENT LINES FOR DOWNSTAIRS RRE SEE ALSO PLUMBING NOTE•35,SHY 3b SUPPLY —FOUNDATION IFIELD) FACTORY INSTALLED UPSTAIRS ORRIN LINE FOR UP5TRIRS RODENT PROOF PRE FACTORY INSTALLED DOWNSTAIRS.PLUMBING IN 2ND ENTRANCE FIELD) STORY FLR.TO BE INSTALLED BY OTHERS IN FIELD THRU CLUNFIN CLG BELOW PLUMBING LINES gLDR TO TESTED COMPLETE G F 4"FIELD) --3/4°INLET FIELD)r - PER LOCAL IN AFTER PLUMBING IS INSTALLED CODES R U2 ND J 1L FOR STATES SUBJECT TO FROST CLOSURE, MAINSHUT- VENTS TO BE CONNECTED TO 3"VENT STACK OR OFF LD1 EXPANDED TD 3"VTR RT LEAST 12"BELOW ROOF 12. ACCESSIBLE TRAPS ONLY SHALL BE REMOVABLE WITH CONNECTION TO SINK FIXTURE CONNECTION TO WC WRTFR HFRTFR SLIPPI Y - PR, NY, TRC UNITS_ UNION IN TRAP SEAL OR HAVE CLERNOUT OPENING SAME SHUT-OFFS AND FRCTDRY R FTFI D TNSTRI1 RTTON SIZE AS TRAP. INRCCE55IBLE TRAPS SHALL NOT HAVE WASHER HOOK-UPS FOR WATER_ HEATERS FRCTDRY TNSTRLLFD, UNIONS,CLERNOUTS OR SLIP JOINTS, 13 WHEN VINYL I5 INSTALLED ON FLOORS IN BATHS OR NOTES UTILITY AREAS,VINYL CAULKING 15 RPPLIM AROUND OPT.SHUT-OFFS lf2" OPT.SHUT-OFF 1-FUEL-FIRED WATER HEATERS SHALL NOT BE INSTALLED WATER CLOSET, AND EITHER 6 FOOT HIGH FIBERGLASS IN R SLEEPING ROOM,BATHROOM OR R CLOSET ACCESSED SHOWER 6 BIRTH(WITH SHOWER)WALLS OR 6 FOOT THROUGH R SLEEPING-ROOM OR BRTF9200M. HIGH MOISTURE RESISTANT GYPSUM WALL PROVIDED IN 2-INSTALLATION SHALL BE PROTECTED FROM FREEZING FACTORY FOR SITE APPLIED TILE OR 6 HIGH 117' PRESSURE TEMPERATURE RELIEF VALVE SHALL PIPE TO R VISIBLE MOISTURE RESISTANT GYPSUM WALL PROVIDED IN RIR GRP AT FLOOR IN THE SAME SPACE AS WATER HERTER FACTORY VINYL CAULKING APPLIED AROUND i/" IY2' 3-WIEN WH I5 ON FIRST OR SECOND FLOOR R PRN SHALL BE PROVIDED BATHS,R PIECE OF 4 Mn_MIN.PLASTIC IS LAID 6 ITS ORRIN SHALL PIPE BELOW FIRST FLOOR(ORRIN PROVIDED IN THEN CARPET ARRPET WATER CLOSET IS CAULKED W/VINYL FIN.FLOOR OPT.SHUT-OFFS FIN.FLOOR PLANT FOR SECOND FLOOR UNITS),DRRIN SHALL PIPE 6 DISCHARGE 14. DRAIN SIZE FOR 3NRTER RLLED CLOSETS SHALL BE 4°MIN. • FM FLOOR � INDIRECTLY TOR HAZARD FREE POINT, 15 ERC)POTABLE WATER SUPPLY OUTLETS SHALL HAVE THE PRN SHALL NOT BE LESS THAN 1 L2"DEEP THE OUTLET END 517RCL-D R DISTANCE ABOVE THE: AND SHALL BE OF SUFFICIENT SIZE AND SHAPE TO FLOOD-LEVEL RIM OF THE FIXTURE OR RECEPTACLE,TO FIN,FLDORH I RECEIVE ALL DRIPPING OR CONDENSATE FROM THE WATER HERTER. PROVIDE AN RIR GRP COMPLYING WITH 11290231 C H + 4-TRNKLESS WH DOES NOT REQUIRE R PAN(2012-15 IRC) C 16 IN ONE-FRMILY CRAWL SPACE IFIELO SUPPLIED), C TWO-FRMILY OR MULTIPLE DWELLINGS, THE KITCHEN STNK RND I RVRTORY SLIPPI Y TUB/SHOWER 5 IPPI Y, WRSHFR SUPPLY WRT R CL09FT SLIPPI Y WATER SUPPLY PIPING SHALL BE EQUIPPED WITH ONE FRCTDRY TNSTRI I RTTON FACTORY TNSTRI I RTTON„ FRCTORY TNSTRLI RTIDN_ FR.TORY TNSTR I RTTON. VALVE TO SHUT OFF THE WATER SUPPLY TO PIPING FIXTURES AND EQUIPMENT IN EACH DWELLING UNIT WITHOUT INTERFERENCEWITH THE WATER SUPPLY TO OTHER DWELLING UNITS,OR OTHER PORTIONS OF THE BUILDING SUCH DWELLING UNIT CONTROL VALVES SHALL I VTR 17 LOCATED WITHIN THE DWELLING UNIT 50 CONTROLLED. 17 ORC)AIR ADMITTANCE VALVES SHALL COMPLY WITH SECTION 113114 1 3O DRC)VENTS FOR FUTURE FIXTURES SHALL COMPLY 11/2" WITH SECTION P3104E tI 3"VTR 3 VTR ' 18"MIN.42"MAX, 5 1 1 1/2" 30"MIN.-MASS 2"STANDPIPE 1 i • 18"to 30"MAINE 1 1 LIZ, 1 ! 1 �.. � � t SRN,TEE � SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL t + _y. FTN FLOOR^ i f 1•IN.F'�-DOR \WW1 SRN.TEE 6"TO NE ' + OPT.DSL BOWL FOR MAINE 2„ 4 �� SAN.TEE SIM'IEE .'.� 1 1/Y'P-TRRP . 2”P-TRRP FIN FLOOR _ a I i 1Z-1/2" FAL FLOOR r Z' 2"P-� 1 •t..1 .1l2"P-TRA" ��[srX>�at SHOWER DRRTN d V NT BATHTUB DRATN d VENT LRVRTORY DRRTN d VFNT WRSHFR DRRIN d VENT FRCTORY TNSTR TRITON FRCTORY TNSTRIIFD FRCTORY TN5TRLLED FRCTORY TNSTR D 3"VTR 3"VTR , 3"VTR DEPARTMENT OF STATE DISHWASHER(DPTJ ORRIN LOOPED VENT d ORRIN LINES + 7 FUTURE VENT MAY BE 1 DIVISION OF BUILDING STANDARDS AND CODES UNDER CT OR Tt4211 RIR GRP FROM 2nd OR.ON SITE ' OEIJ=TED WHEN CLOTHES, i WASHER IS ON FIRST OR 1 AIBANY,S 12231-0001 PER MRNUF INSTRUCTIONS BY BUILDER AND RRE NDT 1 3"VTR FROM ? t SECOND FLOOR 1 Stamp otApprovat lora System,Modelor Component TO BE TIED INTO VENTING u�1nt FLR,FIXTURES +' t 1 M1387 2017-123 10/20/2017 FROM 1st FLR.FIXTURES 1 1 1 1/2" t 2"MIK�y I Manufadumfa No Apppmtlon No D...tfAppmval SINK DRAINS I, �,`DW 1 3" 1 FOR MAINE t bmwmgsWiNOTICE d-)uwemsPPNb..fadekablII ndassembled ttAetado.ymuadacLetskay. VENT 3"ORRIN FOR Thu approval sha0 not resve the mamdadorvfmn respowMybrdmalMns.encs DISPOSRL i' i 2nd FLR.PLUMBING 1_ + AlstlemlaWd—kIoustbe dtaapp-dbyth lofel Coda Enk—.10&1.L i 7 1 eromisslen baro Glee proved documents (OPTJ - D15POSRL - 1r f t. SEE NOTE o18 ,f a (DPTJ i a, j !�r � By ad 45LL ES 1 + I Joh%4L Addado,PE,Ac&g Director DDgyl Andad.%RA SFW.TEE \_SAN.TEE CONT.WASTE 2„ t j CONT.WR15TE I T T 4"x3"W.D. +• '¢ MASTER SERIES "r BRANCH FITTING \\\ FLANGE T FLANGE WC v,,,(`� •I LZ"P-TRRP 2"P-TRAP FIHL FLOOR I FIN FLOOR ,� RLL MODELS FIR FLOOR i '* PLUMBING FIN.FLOOR FIN.FLOOR CAPPED 6 LABELED •2"W/DISHWASHER OR AS CODE REQUIRES FII•L FLOOR MUNCY HOMES, INC. F� F S _&_RjG: SFCONDRRY VFNT STRCK 6 W.C. FUTURE VENT TNSTRLLED FOR MR RND NH 1567 PR ROUTE 442 KITCHEN STNK DRAIN 6 VENT OPTIONAL DISHWASHER RTSFR S.H MRTTC MAIN VENT TACK ER.TORY TNSTR RTTON ER-TORY INSTR RTIDN CRP _UNIT FRCTDRY INSTRI I RTION, FRCTORY INSTRLLRTION{.. RND RS CODF RFOUTRFS, OR RT BUIIDERS REQUEST, MUNCY, PR 17756 SEE SHEET 3b,GENERRL PLUMBING FRCTORY INSTRI.I_RTION EACH VERTICAL UNIT SHRILL HAVE ONE (FACTORY INSTRI I RTTON FOR BRSEMENT MODFI S) NOTES(NOT FOR KY) MAIN 3 INCH MINIMUM STACK DRN BY DATE SCALE REV. HT. N0. DRTABR5E NAME MJL 3-22-91 NONE 1 8-18-2017 1 5b 06\66 NOTES L FOR APPLICABLE NOTES,SEE BHT 3b AND 6b S.VTR 1 sTE I.EE 'I,.TEE ,rte YY� f r VTR TFf e• i3 sDE 1 2nd STORY FLOOR �'I�-T� E 2nd STORY CEO_WG 2nd STORY FLOOR r,.II I 1 .� �/-E7J_ 31d STORY FLOOR ELL „' ~��`. � 1 1/S' ,. � T rr 1232 STOAT CEILING�17� Sal Dm•TEE, I i tat STORY FLOOR m I I ELL - ELL f l I Tat STORY CEILING i I I `~�� � ELL ir Lat STORY FLOOR 1 ?• >i 3°vTR 1 yr, r 1 siz• i i i t lrr TEEI /11 F1.1. KEY: TEE y Li I /�RR1 3 I r 211 III I I 1 LT=LONG TURN LEDL1 S• I f ELL i ii ELL Ig TEE I I I LT=LONG TURN L7 TEE .3 i'1}L ELL I 1 1 1 I I 11 TEE TWO STORY fSFF SHT 7k 13 E11 �' �i I I 1 vrl a L17I F' I 1 pWV SYSTEM 'm a s TEE I I I . NOTE:2 LRVS SHALL HAVE jL F]1 I s1TE e�m 3 TTE�I TEE I LT E117 I LT TEE S 2"WASTE WHEN COMBINED r I �I4v7 7{ REFER TO FDCTURE DETAILS FOR TRAP AND t tr ia. ti ESL .'4 WE 2 i I eL I t Lz• �� Q�� ST r PIPE SIZES NOT SHOWN IN THE SCHEMATIC. I I ELL)" ~y I LEX. I I SETS � d q�• '` FIRST FLOOR FDCTURES SHALL CONNECT INTO I LA1 I I L 1 ELL ' ,SrIEZ L7 ELL iT 1? �- HORIZONTAL BUILDING ORRIN MORE THAN 10 PIPE I I I /yI DIAMETERS DOWNSTREAM OF STACK BASE AND TEF 1 I O.LggM 11 TEEJ\I1 i L7 TEE I T� i ``��' G� NOT CONNECT INTO SECOND FLOOR ORRIN STRCK. LRY TEE+ tl ice``` SITE I } 61E4>F8 R LISTED THROUGH PENETRATION FIRESIOP &' 1 L I J, >S r I �,yl. L7 SYSTEM SMALL BE USED IN THE E100R/CEILIIm I LT TEE I '- T : '' I LT O1 .ldy )� 1 11 f2 FIRE RRTED ASSEMBLY. I I LEu ' 111/r t 1/2 j I 1 57.1E I.' 1 • S MAINE: Z°MIN.VENT SIZE FOR WATER CLOSE-75 LT TEE I r I I TEF 1 13. r I I Q?Y TQC z°MM WET-VENT SIZE �' TEE` '`,.t/2' 11x 1 1 I IIS° TELL T� 1 �* ElLBATH '-�aTE` _ 3' i / A'•+ESTA'` I SITE TSC TEE ILE ITEE I -ti 1 317678 71J' `TEE I 1.,.' I BRT11 3 1 TEE 1 I ` t KELL IE31 �FfiIIBRDi 4 L7 ELL 11/Z•1 -\y,1- I LT TEE }• �� 1i1/Z' W 'T¢ti.IF jlll4 ETT-`` `�� 171 LSYERTH L I E71 +_I T� 4.5 SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL ELL ELL r: SL7E 1 y If TEE }�LJ1�� t-ELL I� 8 A 3. LT TEE SEE DETiUL CO. TEE SEE DETRIL SITE S, 112' µ T� Tam *'_LT ELL LT ELL I '�TED I to ELL yr 117 . 1 }• �� .11? I I t 3? S�LmEWRLEI SITE E1.L I LT TE;C' Lr TEE...til SMH 2 LT ELL LT ELL DAMN P7E 6 D!S- SITE T j ]] Y .'� ; L9L' I TO F1 HRMRO FREE --4, LWia TD C.,eE iCl+ 1 mm1 : DaDD.�oFF I ELL I rELL LT ELL TWO STORY (SEF SHT.tt7) R 7k7 TEES })ESROiZ NWV SYSTEM T TFE4 f2' WYE I NOTE:2 LAVS SHALL HAVE Eli 2"WASTE WHEN COMBINED �� Lle 1 L?OR r �T¢ 45 ELL1 REFER TO FDOURE DETAILS FOR TRAP Rfm SEE DEINa' `� PIPE SIZES NOT SHOWN IN THE SCHEMRTIG SIX L7 ELL_t y tLT O1 RES SMALL CONNECT INTO �FRIlIHOONTALB NGORRIN MORE THAN SO PIPE LT TEE DIAMETERS DOWNSTREAM OF STACK BASE AND SITE LT ELL NOT CONNECT INTO SECOND FLOOR ORRIN STACK ELL MRRO 2"MIN.VENT SIZE FOR WATER CLOSETS 2"MIN.WET-VENT SAE. DEPARTMENIOFUTATE DMSION OFSUDDINGSTANDARDS AND CODES ALWW.NY 12231-00% Skimp of Appmnlfil•SYalem.Model or component M1367 2016-061 10/04/2016 Mmdecaael Na Appa d.Na Dd dAp-d AonC@TNeep�ipdhWk.*m*1.k. .pa dt.bd y 4.tl (Mod15Q Dat w fa,.&deMemnhledd Oe bdq rtv�deeh f al ftgleaedeMtMrtEveNellmndatluelnm lepve2Alfadeddom,envn o rm a gpvrald...ft A➢lbr6l el ymW'p/.�mexedMalpn dAlhah®ICdaEdortmed Of d f..�/l r/{cL• MT�I/.tdwEj JaMRAdd..,PEAdbp Dred. D At*oMSRA MASTER SERIES RLL TWO STORY MODELS PLUMBING MUNCY HOMES, INC. 1567 PR ROUTE 442 MUNCY, PR 17756 06\661 DRN BY DRTE SCALE REV. SHT. NO. DATABASE NAME REH 3-10-97 NONE j 6-01-2016 1 6b-1 7T�c NOTES L OR IXC®s t�LL RPPL.iLE CODES.MEETS 2 HW%ESTWS.ROOSTS DRLLTRTOPE,530ENIS RESOD � SOOC�n FEON�THI9 SHFET S1EOE�FRSTB�JG 4 M CONNECTIONS FOR ULT WIND SPEEDS NJD FOR ILS-1CONNECTIONFWDD n2.SFR 71 DETAILS,SEE of>or=140 MPH SSG SHALL BE DESIGNED/5USMITTED AND SET el UP MANURE \ ON AN INDIVIDUAL BASIS RNID ST S INSULATION BAFFLES REOUIRED ADJACENT TO SOFFIT/ ERVE VENT AND SHALL EXTEND OVER TCP OF THE ATTIC INSULRTION.MIN OPENING TO BE>SOFFIT VENT FREE-RIR CONI.RIDGE VFNT FOR ON-SITE FASTENING, SEE TTP. CONSTRUCTION DETAILS, SHT 71 SEE CONNECTION DETAIL-11.BHT 71 SEE CONNECTION DETAIL 6,SHT 7L SEF ALSO SETUP MANUAL _ ___ _ ROOF SHERTHING SEE SHT 3e PRE-MRNUFRC UFEO HOOD TRUSS 12 FORGED (BY OTHERS)AT I6',19.2"OR 24"O.C. KNEE-WALLS MFMIFL FOR T�S DESIGN DRAWINGS INSULATION W/VJI TO WARM SIDE � ----- _ SEE SFR 9e NOTE e5 FOR OVERHANG DETAILS,SEE ` va - DETAILS o4 6 e5,SHT 7L 1/2"OR SIW GYP.BD. CONI.TOP PLRTEfS) 2° CONT.1/2'OR 5/B.1 1CATH TRUSS(OPTJ OB STRIPS (SEE NOTE 2) CONI.TOP PLRTSS) FIELD WORK )SEE NOTE 21 1/Z'GTP.B0. L2°GYP.BD 2x3 B24'0 C.OR 16"0 C. Zx4®24'0G OR 16 O.C. 1/2°r3 1/2'CONI BELT SEE SHT B.FOR SPECIES,GRADE 6 0 C.SPACING 2x6 9 24"0 C.OR 16"Or- RAIL,ALL BEARING SEE SFR 3c FOR SPECIES, L 5/B"T1-11 SHTG/ WALLS IOPTJ GRADE d.DC.SPACING SIDING APPLIED ALL x3 ARI CONT BELT RAIL JOIST HANGER DIRECTLY TO STUDS CEDAR LRP OR ALL BEARING WALLS(OPT.) - SIDING GTP BD HRTER-RESISTIVE BARRIER OVER SHEATHING Z°ALUM. DBL EXT.PERIFL INSUU.RTION WN8 FLRSNING ARIL(TYP] TD HARM SIDE CONT SINGLE DETRIL "R" 6EE SCHEDULEIxB TRIM BOARD SFR 3.1 INSTALLED BY BOTTOM PLATE FLOOR SHEATHING SEE SHIT Be BOTTOM ROW OF 1/2'DIR BOLT 4B"OC, lL6d TOE-NRILED SIDING INSTALLED Ffl INSTALLED BY BUILDER BY BUILDER: BY BUB.DER • FLOOR FACTORY WORK 16".t 2003-09 IRC 16d TOE-NAILED / 1Po.c 2012 IRC 9129/16 SEE SHT 3.FOR SIZE. �// 6".-2015 IRC BY BUILDER*. INSULATION N .8 SPECIES,GRADE 6 OC SPACING F]IID NORK 12"o.c 2012 IRC TO TO WARM SID �.EME.S OR B"o•c.2015 IRC c4�Q}F.STgy f(p SEE BHT Se 5 MEMBERS DETRIL "B" 9 DETRIL "R" DETRIL "B" DETRIL "B" :-•°°�uT�1a 6 SCALE: 1 1/2"=1'-D" (WITH TI-11 SMING) SCRLE: 1 1/2'=V-0" �p SCALE: 1/2`=1!-0"1 1/2� -0" SEE SHT 4e FOUNDAITION DETAILS 6 SPECS. SPACE RESERVED FOR 71-E NEW YORK STAMP OF APPROVAL FOR STAIR DETRILS 6 sPECS. STAIRS BY BUILDER CRLC MANUAL SECT. REFERENCES TYP CROSS SECTION SECTION CONTENTS SCALE: 1/2'�-:l'-0" 6 WRLL STUD DESIGN fff INSULATION WNE.TO WARM SIDE 12 MONO-TRUSS DESIGN-SINGLE WIDE SEE SHT 3e 13 MONO-TRUSS DESIGN-DBL WIDE 19 STORRGE-TRUSS DESIGN-SINGLE WIDE DFPARIMENTOFSTATE SEE SHT 4e FOR 4 MEMBERS OR 20 STORRGE-TRUSS DESIGN-DBL WIDE DMSION OFBURDM STANDARDS AND CODES FOUNDATION AUEANY.NYl17]I-0001 5 6 SPECS, s MEMBERS 23 VRULT ROOF DESIGN SU.pofAppncrlfurc SyKcm,Boddur Component M1387 2016-061 10/04/2016 27 CRPE CHRLET DESIGN Men dadm.IcNa Appf.Z Na DdbdApprwd �DDE'Tbo{pad Vwd�murl mUx®onpvertcdmv houy nmWadmM 31 CONTEMPORRRY ROOF DESIGN " 'B°d�tl"�° edindffi"^m�°atl°y °dam• 1Nr gpwd3mlml"9rememu.eammnm��aenvy fud�Wue.ams 27 CRPE SHED DESIGN A0fl W� a�mago k.M*Erftr Om.. TYP CRAWL SPACE CROSS SECTION 29 SRLT-BOX DESIGN mM Aee iDoumDoumr By D IA' RA 1/2°=V-0" 32 TRRNSVERSE ROOF DESIGN 33 WINGED-GRBLE DESIGN 34 IPORCH STRUCTURE DESIGN MASTER SERIES RRNCH MODELS CROSS SECTION MUNCY HOMES, INC. i 1567 PR ROUTE 442 MUNCY, PR 17756 DRN BY DRTE SCRLE I REV- ISHT. NO. DATABASE NAME MJL 3-22-91 SHOWN 6-01-2016 7. 07\76 A ETRIL #1 7/16•MIN W000 STRUCTURAL SHEATHING APPLIED AS FOLLOWS: DETRIL #2 3/f1°MINL WOOD STRUCTURAL SFIEATHAIG APPLIED AS FOLLOWS NOTES A 'HtILH MING TO HEROER CONNECTION SHEATHING TO HEADER(XDNNECTION 0131"x 2 112'Wd)MIN IN 3°GRID PATTERN °131°x 2 1./2'(&D MIN.IN 3'GRID PATTERN L FOR FASTE]NIINGS NOT SPECIFICALLY AmRE55ED FACTORY CONNECTION IF°LSAT"METHOD BRACED fTTC'TORY CONNECTION IF°PFM METH00 BRACED SF03iTFTQNG TO FRAMING STUDS CONNECTION. WALL CONSTRICTION I SHEATHING TO FFJIMING STUDS CONNECTION WALL CONSTRUCTION IS ON THIS SHEET,SEE FASTENING SCHEDULE 0131°x 2 3/Z"(&D MIN 3'OC. USED ON THIS SIDE OF USED ON THIS SIDE OF THE FIELD CONNECTION OPENING AS WELL 8 0131°x 2 CONNECTION ECI/r IONE&D MIN.3'O.C. OPENING AS WELL,E M FOLD INSTALLED SHEATHING TO FRAMING STIRS CONNECTION HEADER CONNECTION FID INSTALLEDDNSHEATHING TO FRAMING STUDS CONNECTION( HEADER CONNECTION PER 013P x 2 1/P'(Bd)MIN 3'04 DETAIL AT 0131°x 2 I/2"CBcD MIN 3'OG DETAIL AT LEFT. I• DEPTH MAY BE MORE fEPENDING(WN SPAN) I. DEPTH MMAY BBE MORI/+' EPF DEPENDING oN SPAM 'I HEADER TO JACO:SND CONNECTION I I HERDER TO JR=STUD CONNECTION: FACTORY INSTALLED ON BOTH ENDS OF FACTORY D45TSLLED ON BOTH ENDS Ur OPENING.SIDE OPPOSITE SHEATHING: I I OPENING,SIDE OPPOSITE SHFATIIDNMSTRAP STRAP TO F AVVEE 4100 m(mh)CAPR ITY=21 STRAP T°HAVE 1000 m(mW CAPACITY CMIMm SEW . STRAP T°HAVE 3675 Ib(mW CAPACITY Q015) m STUDS MIN ,I, STRFlP TO HAVE 4100 m(.W CAPACITY(20121 STTRRP TO HAVE 3675 Ib DnW CRPACLIY¢0151• FASTEN PLATE TO HEADE7R W/ FASTEN PLATE TO FERDER W/ _CJ (21 ROWS OF 16d SDTOCERS RT 3"o.c. 7015 IRC-°CS-PF' 0 U' _, 0 ROWS OF l6d SAIKERS RT 3"or: °PFM METHOD BRWT uBRACED WALL PANELS ILT I:I: WALL PANELS BUSHALL BE ALLOWED xTH ACTUAL WGTH ALLJJ= . TOoROF SHALLRnLa 3 — IF PANEL SPLICES OCCUR,THEY LENGTH RIQUOAD III J IF PANEL SPLICES OCCUR,THEY MUST BE WITHIN 24"OF SEISMIC ZONES A, 6 C. 3I'I- -I' MUST BE WITF3IIN 24"OFPANEL REQUIRED. MID-HEIGHT.BLOCKING RED •• MID-HEIGHT.BLOQ�NG REOD. I'I I. ia�MIM FOR s-0 WALL r�GrHii DS�coE'Ns"rR"ixil°aps a srWt°(�N III I' I'I' 16°MIM SINGLE sroRr �coNSMTRicnan�°°�T s�(ou�rN I I I "o 20'MIN FOR 10-0"WALL HEIGHT THIS SIDE OPENING. III o "I I" 24"MIR FIRST FLOOR OF 2-STORT THIS SIDE OF OPENING I I I •�I I•I• B-0°MIN TO 13-0°MRK III LILT I.I. B-0'MIN TO 18'-0'MAX I I I :L'I I:. III •I: III 1/2°MIN ANCHOR BOLT III I.I I.I. S/3'MIN ANCHOR BOLT v/2' I I I BUILDERER IMO LB CAPACITY hH-50 -REF-/lE FLAT WASHER III PLRCED a MID-pO so 3/16'FLAT A BY TIE- DOWN DEVICE CONNECTION BUILDER-REF R403-LS FROM JRCK-SAID(SI To FOUNDATION TIE-DOWN TO BE EMBEDDED INTO fI SOLE PLATE(FACTORY) III SOLE PLATE LFRCTORYI THE CONCRETE I ..1st-. L L PLATE FIELD) SILL PLATE(FIELD) L.c HOLO-DOWN DEVICE EMBEDDED D INTO CONCRETE BUILDER CODE REF II A O AND NAILED DIM FRAMING ONSITE BT BUILDER I( BUILDER CODE REF II CRPACITT PER ANCHOR=4200 m FOR REQUIREMENTS -S FOR AODTNL FNO S 20W/12 IRC,3500 m FOR 2015 IRC. R CUIRE9 FOR REQUIREMENTS: 2009 IRC,R40FOR GRRRGE SLAB TTP. R6DL103.3 FOR GARAGE SLAB TTP. FOR 2012/15 IRC FOR 2IRC, FOR 2032/1155 IRC. SCRI F: NTS S qC I�F:_NIG 2009-15 IRC 8� MA ��1flN�iLB� OPTION #1; OVER CONCRETE 0 MR NRY BLOCK FOUNDATION PORTAL FRAME WITH HOLD-DOWNS - METHOD "PFH" gQ.�A 57 , "DETRIL MAY BE USED FOR A HERDER SUPPORTING R ROOF OR 1-STORY RBOVE" �J a NRI-8TH PLATE To RIM JOIST BELOW III 7/16'OSB TO TOP F AT BRACED WALL RRFA5 WITH •� 07 11 I'I RIM JOIST Bt10 AT NON-SPA3f AWA L AREAS AT S WITH I j p`91ES A�� 0131"X 3"NAILS AT 1Z"o c I— I /NGD L FARMING ANCHORS \NG /16'OSB OVER RIM JOIST. SPACE RESERVED FOR THE NEW YORK STRMP OF APPROVAL SHEATHING JOINT SCRI F: NTS OPTION #2ED WOOD FLOOR - G ANCHOR OPTION (WHERE PORTALOT LAP OVER BAND OR RIM �._. Nf� O JOIST BELOW I I 1/16°OSB TO BOTTOM OF RIM AREAS LIIfH OIST BELOW FASTENED WITH Nm RT 4—AND131°x 2 L2'(BED MIN.3"O.C. D W AREAS WITH 3° AT 12'— L DEPAMMEHrOF8TATE DMSIDN DFELI((DING STANDARDS AND CODES MEW.NY Imf-0B01 SLmpofAppmrdfor.Syden4Coddar Compaaed M1367 2016-061 10/04/2016 MendeclmdxN. Appg-d.Na D6cfAppmrd NDDCETW cl¢or86appioEie vV)bU®mipaab dtl�hCwr nvWaCwed 7/IW OSB OVER JOIST: NSamr' (Mo3dxl Ndare�dmdaxaaEhld Oe txlnftdn ft rl.GdDT Th+gQab- Lam evemmdadueCmnLewdy➢l br6NAna umx a�mrmaunoRvmnfdo�m. SC ICY oo,( t�.dd,rx�nllac>Bt®I�mr�+�mraoSml. BY W- /NTUOUS OVER RAISED WOOD FLOOR - OVERLAP OPTIO J-IRPLAddnlq PE Aft Dd. O 1AMnada;RA SHEATHING LAPS OVER BAND OR RIM JOIST) MASTER SERIES ONE RND TWO STORY MODELS ALTERNATE BRACED WALL DETAILS 2009-15 IRC d MR MUNCY HOMES, INC. 1567 PR ROUTE 442 SHEATHING 0 OPTIONS - 0 "CS- MUNCY. PR 17756 "DETAIL MAY BE USED ON ANY STORY OF THE OWELLIN91 DRN BY DATE SCRLE REV. HT. N_0. DATABASE NAME D7\7a_4 RW(3 1 6-01-2016 SHOWN %—. A FDR ILSCONNECTION1 DETAILS,SEF BERM OR JOIST HANGER FIELD WORK NOTES DETAILS ai Atm a2,SHT 71 REQUIRED WITH R 2x4 AND SETUP MANUAL EXTERIOR WALL ONLY L NIATURRL VFINT7LRTIDN DESIGN MEETS OWR�E.IJICEEDS ALL APPLICABLE CIDOES. 2. VI/STUDS,APID5 .OWRL1 TTOP�PLgTE�IST REO'D SIMPSON HB OR EOURL STEEL ANGLE STRAP FASTENED TO 3 FOR ERSTE NOT SPEQA LLY FOR ON-SITE FASTENING, SEE TYP. CONT.RIDGE VENT SIDE OF SECOND STORY JOIST WITH S)10d x 11/2°NAILS SFtEF EE FRSTp @)G CONSTRUCTION DETAILS. SHT 7L RAIL WITH 5)10d NAILS ON SITE BY BUILDER (NY) FOR U ON THIS S AND TO THE SIDE OF THE FIRST STORY CEILING PERIMETER SCHEDULE SEE ALSO SETUP MANUAL SEE CONNECTION DETAIL a1L SHT 71 SEE CONNECTION DET 6,SMT 7L 4 P)T) FOR UNITS LOCATED Al SEISMIC DESIGN CATEGORY DO Atm THERE IS R RIM CANTILEVER,AND THE ----- RIM JOISTS RIS GFLVFD.THE RIM JOISTS SHALL BE -- ------- -- -- SPLICED USING R GRLVRNLFD METAL TIE NOT LESS THAN ODSB INCH 06 GA)AND 1 1/2"WIDE FASTENED WITH(5)lad NAILS ON EACH SIDE OF THE SPLICE OR R BLOCK OF THE SAME S=RS THE RIM JOIST ROOF SHEATHING OF SUFFICIENT LENGTH TO FIT SECURELY BETWEEN SEE SHT S. PRE-MRNUFRCTURED WOOD TRUSS FULL.-HEIGHT BLOCKING THE JOIST SPACE AT WHICH THE SPLICE OCCURS BY OTHERS)RT 1S°,ISZ OR AT EDGE OF CANTILEVER FASTENED WITH tB)lad NAILS ON EACH SIDE OF HINGED 24"DC. SEE TRUSS MANUAL THE SPLICE 12 KNEE WALLS FOR TRUSS DESIGN DRAWINGS �I SUPPORT. BLOCKING FASTENED 4.S.7 EXTERIOR SOFFIT J TO JOIST WITH D)ed NAILS S. SEE PAGE Be FOR ALT.F1J2/CLG CONSTRUCTION. APPLIED ON SITE PER END OF BLOCK E. M CONNECTIONS FOR ULT WIND SPEEDS(VDIO INSULATION WNl3 P>or--140 MPH 3SG SHALL BE DESIGNED/SUBMITTED TO WARM SIDE SEE NOTE a4 ON AN INDIVIDUAL BRS35. SEE SHIT S. BEE NOTE s7 7. INSULATION BAFFLES REQUIRED ADJACENT TO SOFFIT/ f ......----- __ -_ 2x10 PERT!RAIL MAR ERVE VENTS AND SHALL EXTEND OVER TOP OF THE ATTIC INSULATION. MIN OPENING TO BE>SOFFIT f =ao VENT FREE-AIR ]/2"OR 5/0°GTP.BO FOR OVERHANG DETAILS. CONI 1/2°OR 5/8k1]/Y SEE DETAILS a4 AND a5, 5 CRTH TRUSS(OPL7 SHAT 7L OPT. FLOOR OVE2HRNG DETAIL CONT.TOP PLATES) DETAIL "R" (SEE NOTE 23 CONT TOP PLATE(ST SCALE: 1/z=1'-0" (SEE NOTE 2) L/"1/2"DEC',BELT 2.3 OR 2x4 B 24"O.C.DR 16"O.C. ARI..ALL BEARING SEE SHR 3c.FOR SPECIES.GRADE 6 O.C.SPACING 2x4 a 24°OG OR 16'OG p WALLS(OPT.) 2x6 a 24"O.C.OR 16"DD. SEE SHT 3e FOR SPECIES ALL . LL BEARING CONT.NG WALLS fOPTJ BELT RAD_. 1/2"GYP SO GRADE 6 OC.SPACING R x-1/2"GYP.30. CONT.SAIGLE BOTTOM PLATE INSULATION WN.6. 2 LAYERS OF RIGID FORM INSULATIONTO WARM SIDE ii FACTORY INSTALLED MRY BE DETRIL Bii FLOOR SHERTHIDNG SEE SHY 3e SUBSTITUTED FOR BATT INSULATION SEF 5HT 3. FLOOR JOIST t vvvvb SEE SHR 3.FOR SLIP. SPECIES,GRADE 6 0 G SPACING CONT.1/2"OR S/Bk 1 1/2"OB STRIP 2.5 5PF[S)a2 OR EOURL a 15°O.C.OR 24°O.C. ITYP.AT ERG.SUPPORTS) �3�2°OR 5/8°GYP.BD. COM.12°OR 5/8-td 1/2" DETRIL "C" STEEL SIMPSON TRAP OR E,20 9a 48 INSULATE 056 STRIP 38° CONT.TOP PLATES) CONT TOP PLATES) 9° WITH IS)10d NAILS EACH LEG. INSTALLED (SEE NOTE D (SEE NOTE 2) 9/79/16 BY BLDR 2x4 1916.0.GDETRIL "B" SEE SHT 3e FOR a SPECIES,G _ SCALE: 1 1/2"=1'-0" t e SPACING 1/2"x3 1/2"CONT.BELT 1/2'x3 1/2'CONI BELT RAT-ALL BEARING 2x4®16'0 G RAIL,ALL BEARIING LP WALLS[OPT.) 2x6 s 24°OL OR 16°D G WALLS(OPTJ F m m SEE SHT 3c FOR SPECIES, n y GRADE 6 OG SPACING o °•076a)SIMON Y�T WRTER-RESISTIVE STEEL STRAP ORPoEOUAL ea 48"oc BARRIER WITH fS)10d NRLLS EACH LEG. CONT.3"WIDE 36"MIN DETAIL "E„ OB STRIP W/LEDGER(OPTJ COno�I�E DETAIL "D" SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL CONT.3"08 STRIP W/LEDGER(OPT) FLOOR SHEATHING tD SIMPSON LSTRIB,20 a. SEE BHT So STEEL STRAP OR EDURL a 48"o c 2x10 MIN lad TOE-NRILED WITH I7)10d NAILS EACH LEG BY BUILDER: ELSTP12 STRAPS FOR ALTERNATE IV v4vvvv, FLOOR JOIST FACTORY WORK IV—2003-09 IRC 2x10 MAL RAILS CONSTRUCTION SHOWN PG Bel lYot.2012 IRC lad TOE-NRILED SEF SHY 3.FOR 517E. 8"o c 2015 IRC SPECIES,GRADE 6 0 G SPACING FIELD WORK BY BUDDER' IIJSUTATION WN9. I4)MEMBERS OR JOIST HANGER JOIST HANGER IV c 2OD3-09 IRC TO WARM SIDE (6)MEMBERS OR 2x2 LEDGER 12'ot 2012 IRC SEE SHT 3e \ OR 2x2 LEDGER 8°0.0 2015 IRC 2.4 MIN.CONT.0407E-5T 2x4 MIN.CONT. ONOTEa67 5W_9THING SHOPPED 2.10 MIN.RAILS ONOTEa9 LOOSE FOR THIS AREA _ 1/2"DIR>r MIN.LONG 2x 0 MIN.RAILS AFTER INSTALLATION BOLT a 95"Q.C., (NOTE-.M OF UNITS,BUILDER INSTALLED BY BUILDER A15TRLLED CONT.3"03 STRIP CONT.3"OB STRIP PgSHr 4e FOR ATION DETAILS 6 SPECS. FOR STAIR DETAILS (D SIMPSON LSTAIB,20 9n. 6 SPECS. 36"M X r- — - STEEL STRAP OR EQUAL 146°0.0 STAIRS BY BUILDER WITH IS)10d NAILS EACH LEG DETRIL "B" DETRIL "C" DEPAKTMENTOFSTATE STANDARDS AND 0 F 8 UIIDWG 9TA)D)AItD3 AND CODE9 SCALE: 1 1/2"=1'-O" SCALE: 1 I/2"=1'-D" Awn•NY=I-MDI Skimp el Appmrdr".Sy.tugm -I.'Comp°nml M1387 2016-061 10/04/2016 NendsSede N% Appfae.Na DxbdAA;-N NDOCEIW ppmdb ppr, tbll--_.t,dN°hlwp—.&.lad ID SIMPSON LSTA18.20 ge. W&W W.M.)M-bbtbd d —"* l Wftha mao&madx"y ROSS SECTION _ STEEL STRAP OR EDURL a 48°0.0 TW apadtw mlmkeN"mm�dnm.eGm�e7ioa071p I.d.Wb .— SCALE: 1/2'=V-D' WITH(5)10d NAILS EACH LEG CEDAR LRP OR VINYL LAP SIDING OVER SHTYG OR Mdal Nde°okrgvmdq DmhdC°h E,=..t 05d.L S/B"T1-31 SHTG/SIDING / . JOIST HANGER DIRECTLY TO STUDS J"M lddmo,PE Aanc Oueemr By U Admxds,Na INSULATION W/VJ3.TO WARM SIDE —3� u SEE SFR 30 DRAIIL ITl'FJ ERIAL MRSTER SERIES FSEE OUNDATION FORR)6 SPET:S. I4)MEMBERS OR BOTTOM ROW OF TWO STORY MODELS (6)MEMBERS SIDING INSTALLED BY BUILDER CROSS SECTION ]/2"DIix10 1/T LONG LED IBNSTA�i I BY BUILDER BT EIDE M MUNCY HOMES, INC. 112�0c 2m02 2003-09 IRC 1567 PR ROUTE 442 TYE. CRRWL SPRCE CROSS SECTION e°o.2MS IRO MUNCY, PR 17756 DETRIL "D" DETRIL "E" DRN BY DRTE I SCRLE I REV. HT. N0. SCALE: 1/2 1'0" SCALE: 1 1/2"=1'-0" DATABASE NAME MJL 3-22-91 SHOWN 6-01-2016 7f # (3)10d NAILS,16'OC.ON SITE RIDGE TO RIDGE # DFTRTI #11 FIELD W FIELD W FIELD WORK 4 6 N MATO: SIMPSDN LSTA36,20g 5TRRP OR 4 S$/ MRXL SIMPSON LSTAB6,TWO OR EOf1RL 0 6 FLIP CONNECTION m 48"oc EDURL 0 E 6 FLIP CONNECTION m 48"o.c RIDGE BERM 16d NAILS m 3 117 OC. %MRK KITH CS) 5 PER LEG INTO TRUSS(SITE) CONT.RIDGE VENT,SEE NOTE.1 MRX WITH(5)i PER LEG INTO TRUSS(S1TE]. O)10d NRILS 16,O.C.ON SITE RIDGE TO RIDGE HORIZ.PLATE TO VERT.PLATE RIDGE BERM 7/12 Im l W)6 5/ SIMPSON LSTf 4 209 STRAPS OR 7/12 f OVER R I SIMPSON NECT LS a 4 20g STRAPS OR BETWEEN TRUSSES(SITE) EQUAL OVER RIDGE 6 NNECTIONS m 48'o.e. 2x4 SPF a3 DR EQUAL EQUAL OVER RID(+E 6 NNECTIONS m 48'oe CONT.RIDGE VENT,SEE NOTE el MAX WITH 6l.1 NAILS P (SITE) 1x4 MAK WITH 15)SOd NAILS P (SITE) PRE-MR WOOD TRUSS 2x4 SPF s3 OR EOURL S)AT 16",192°OR 24°O.C. ALT.CONNECTION FOR 4 6 5/12 120E ROOFS. IPA OF THE 2x4 ALT.CONNECTION FOR 4 6 5/12 128 ROOFS: IPA OF THE SPECIFICATIONS MANUAL RIDGE STRAP,R 24 COLLAR TIE MAY B W/(4)10d 10d NAILS m IZ'OC PLATE TO P (SITE? RIDGE STRAP,R 2x4 COLLAR TIE MRY B W/(4)SDd 3:4- OR TRUSS DESIGN DRAWINGS E—RIDGE NAILS EACH END JUST BELOW THE 2x4 PLATE WHERE MITIS EACH END JUST BELOW THE 2x4 PLATE WHERE 2x4 THE FLIP AND TRUSS TOP CHORD MEET. _ PEE WALL THE FLIP AND TRUSS TOP CHORD MEET. lOd NAIL m 12"0 G ALT.CONNECTION FOR 7/12 0iLL W)6 5/12 131W)ROOFS ---- ALT.CONNECTION FOR 7/12 MILL Wl 6 5/12(31W)ROOFS - -- PLATE TO P CONTINUOUS LATERAL BRACING TO BE __2x4 __ CONTINUOUS LATERAL BRACING TO BE THE RIDGE STRAP,R 2x4 COLL.RR TIE MAY BE RIDGE BROS. EDURLLY SPACED,ATTACH WITH f21 Bd NAILS THE RIDGE STRAP' R 2.4 COLLAR TIE MAY BE INSTALLED EDUAJ_Y SPACED,ATTACH WITH 2)Ed NAILS W/(4)UB NAILS EACH END JUST P COW THE RIDGE EROS, AS f47 UB NAILS EACH END JUST BELOW THE RIDGE BADS. TRUSS HINGE,SEE DETAIL mfi AS R SUBSTITUTION FOR THE STRAP CONNECTING THE AS R STOP CHORD FOR THE STRAP CONNECTING THE TRUSS HINGE,SEE DETAIL•6 TRUSS TOP CHORD TO THE FLIP RAFTER,R 2.4 PRE-MRNUFRCTURED WOOD TRUSS TRUSS TOP CHORD TO THE FLIP RAFTER.A 2x4 COLLAR TIE MAY BE INSTALLED N/(4)1Dd (BY OTHERS)AT lE,192°OR 24"O.C. COLLAR-TIE MAY BE INSTALLED W/[4)10d SOLE FOR FRSTENII:G, /` FOR FASTENING, RACE(FACTORY) Y' SAMSON MT512 RAFTER NAILS EACH END JUST BELOW THE 2x4 _ SFE SPECIFICATIONS MANUAL FOR NAILS EACH END JUST BELOW THE 2x4 2d BRACE SEE DETAIL•Il 12 CONT PLATE WHERE THE FLIP AND SFE DETAIL.11 ANG POST __ TRUSS DESIGN DRAWINGS CONT PLATE WHERE THE FLIP AND TIE-DOWNS OR EQUAL [SITE) KING P �� 4,5 OR 7 SPACED 48"O.C.[SITE) TRUSS TOP CHORD MEET. ___---_____ _ -_ _ � TR1155 TOP CHORD MEET. u'e _ �4,5OR7 -- -- - ___-- KNEE KING POST OPT.CATHEDRAL KING POST K)NEEWF�L SIMPSON M7512 I/2'OR 5/6'GYPSU R00 TION FOR 24'AND 2G WIDE Irl"OR 5/8 G ORRO J COM,PI17TE TION F13R 24'AND 26 UNIT OVERHANG WIDEDETAILS, MET, EORRUR�L, AOR UNIT OVERHANG DETAILS, 1/2"OR 5/B°z2 1/2° INSULATION INSULATION SEE DETAIL.s4. IS PRESENT, O.0 FIF1D BAFFLE THP. -TTPICRL 2x4 OR RLLCONI.PLATE SEE DETAIL•4 BAFFLE TYP. COMPRESSION STRIP FOR 2B'WIDE UNIT FASTEN T1IST INSTALLED. SEE NOTE a4 I/2°OR 5/8'x2 1rY FOR 28'WIDE UNIT SEE NOTE K 4 OR 2x6 SIDEHA.L OVERHANG DETAILS, STRAP TO TRU55 ICRL 2.3 OR 2x4 MRRRIRGE WALL COMPRESSION STRIP OVERHANG DETAILS, SEE DETAIL m5. BOTTOM CHORD) SEE DETAIL S. TYPICAL 2.3 OR 2x4 MARRIAGE WALL KING POST UNIT WIDTH UNIT WIDTH FASTEN BOTH ENDS OF ALT. KING POST MND FIELD INSTALLED CONNECTION TYPTCQI ON SITF FRSTFNING QETRILS — 4 5 OR 7/17 OPTIONRL OFFSET ROOF SITE FRSTENING DETRILS — 4, 5 OR 7/12 TYPi RI ON IT FRS) NG D TR7 S sCAIE 3/8=1'-m SCRLE 3/8 11W SCRLE: NTS DFTRTI #S # F)FTRTI #S DETRTL #6 TION BAFFLE TO PROVIDE AIR SPACE FIBERGLRS OR SELF SEALING SHINGLE, FIELD WORK FIELD WORK FOR THE GABLE OVERHANG BLOCK TO RFKE CONNECTION OR FOR VENTIlATION TYPE 15 FELT WITH 18'OVERLAP OR FIELD WORK GABLE OVERHANG INSIDE RAKETO TRUSS CONNECTION, s4 FIBERGLAS OR SELF SEALING •55 SIMPLE)(SHINGLE UNDERLRYMENi SEE E OVERHANG SCHEDULE TYPE 15 FELT WITH 18°OVERLAP OR EQUAL 36°WIDE AN ICE BARRIER INSULATION BAFFLE TO PROVIDE RIR SPACE �1.MIR SEE SET-UP INSTRUCTIONS FOR EXTERIOR SOFFIT, •55 SIMPLES(SHINGLE UNDERLAY FOR ATTIC VENTILATION, OR EOURL 3S WIDE RN ICE B OF CONSISTS OF AT LEAST¢)ETHERS THER SEE NOTE m4 2' FISCIH.J-Rfi1l AND DRIP EDGE TO OVERHANGS SITE WORK THAT CONSISTS OF RT LEAST LAYERS OF IIF ASELF-RO CEMENTED MER MIDI OF UNDERLRYMENT CEM GETHER BI OFR SHEET. HALL POLYMER MODIFIED HINGE STRAP �U" ' (RD OVERHANG IS LIMITED TO 12"MIX OR OF A SELF-RDHERING 7MER MODIFIED BITUMEN SHEET.SFL9LL BE USED IN LIEU ®48°OC. ROOF ST�RT�1G IN HIGH WIND ZONES NOTE o3) BITUMEN SHEET•SHALL USED IN LTc11 OF NORMA_UNDERLAYMENT AND SHALL OF NORMA_UNDERLAY RND SHALL EXTEND FROM THE EVE'S EDGE TO A TRUSS AT ENOWRLL7 E)(T?D FROM THE EDGE TO T POINT IT LEAST 24 IN.INSIDE TFi-c 2x4 SPF STUD GRADE OR EOUA_ POINT RT LEAST INSIDE THE EXTERIOR WALL LINE OF THE BUIlDING ONLY AT FAVE END EXTERIOR SHEATHING EXTERIOR WALL OF THE BUILDING. CONT. BRS - APPLICABLE PITCH,GO TO BREAK IN AFTER ROOF HRS BEEN RAISED TO ROOF.LIFT UP Ixfi INSIDE AND BREAK AT HINGE PO o - (ITP.AT 1/2"BRG.SUPPORTS) 0 l6d NRILS INTO EACH'MUSS 'MUSS�LL OUTSIDE RPl'ES DIMENSION VARIES TR ALUMINUM DRIP EDGE ' - TRUSS HINGE FIELD WORK zxz SCALE: 1"&--11-0" ALUMINUM GRIP EDGE ________-__ !Z)l6d NAILS TO TRUSS NOTES N CONT.1L/7 OB STRIP _ ___ AFTER OVERHANG IS �f (T7P.AT ERG SUPPORTS) 1x6 FASCIA BOARD WITH LxB LOWERED,BY BUILDER L RIDGE BOARDS ARE INSTALLED R MINIMUM OF 1"BELOW FAVF FWO ALUM.COVERED FASCIA PEAK OF ROOF.TD ALLOW FOR ATTIC VETffIlATION. 1x6 SPF e2/nl OR EOURL GABLE TTP,FLIP SECTION Z. RI SPECIFIC STRRPP240 REFT)IN DETAILS 16 2: OVERHANG BLOCKS AT 24°OC.MAX. AT RIDGE 10d NAIL DIRECT TO STUD EOU PITCFC SIMPSON LSTP56,2[1�STRAP OR WHEN THE DESIGN LIVE LORD EXCEEDS 6E)p.F, EOURL OVER RIDGE 6 FHB CONNECTION m 48"o c THEN THE BLOCKS SHAH BE AT 16D.C.MRX P TED SOFFIT PERFORATED SOFFIT BY BUILDER MAX.WITH IS)10d NAILS PER LEG INTO TRUSS(SITE). 7/12 PITCH: SIMPSON LSTAB,209 STRAPS OR TOP RDW OF SIDING EQUAL OVER RIDGE 6 FLIP CONNECTIONS m 48'.- INSTALLED BY BLM DER MAX WITH(5)1Dd NAILS PER LEG(SITE) 3. 01M CONNECTIONS FOR ULT WIND SPEEDS Ndt) NOTE ROOF SHEATHING IS CONTINUOUS FROM TRUSSES TO END OF OVERHANG. of>or-140 MPH 35G SHAH BE DE5IGNEO/SUBMITTED ON AN INDIVIDUAL BASIS 4. DNMATION BAFFLES REOUIRED ADJACENT TO SOFFIT/ TYPTCRL FRONT OR R RR RB INSOV RHRNG OPTION DETRIL STYE VENTS IO SHALL PEIN OVER TOP of THE ATTIC ANON MIN OOPENING TO BE>SOFFIT VENT FREE-AIR SCALE 3/4.1'-0" FIXED OVERHANG FOLDING OVERHANG FIELD WORK SPACE RESERVED FOR THE NEW YORK SiRMP OF APPROVAL SCRLE: 1 1/2" 1'-0" 5CRLE: 1 1/2"=1'-D" # DETRIL # FIELD CONNECTION OF LOWER ROOF TO SIDEWRLL' iDETRIL # 10. TE CONSTRUCTED SECTION DSTAJJ37 Sfid NAILS m 8'O.C,2 ROWS 5TRGGERED IELD WORK SHEATHINGER ROOF SHEATHING RAFTERB FLASHING(SITE) FIELD K WORK THROUGH RIDGE BOARD TO SIDEWRLL D WORK RIDGE BERM • RIDGE VENT,SEE NOTE•1 II II II II SIDING ROOFING MATERIAL II II II II SECOND STORY ALL :SN� 1 11 II I II II TYPICAL�U'S MINSTALLATION UCTIONS, DRIP EDGE II II II 11 SEE NOTE•1 II II II I SFiERTfiIIJG,UNO YMENT,AND SHINGLES II I I SHEATHIN NYLON FOR FLIP SECTION II II I LRTERIL BRACING 2x3 m 24°OR 15.O.C. 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EAAVEE VVEENTJS AND SHALL EXTEND OVER C TROP OF THE TO FFIT/ FIELD CONNECTION OF FOR DESIGN DRAWINGS.SEE BHT 7b VERTICAL STRUT TO TRUSS ATTIC INSULATION MIN OPENING TO BE>SOFFIT 5 FOR DETAILS IS(4)10d L14B'x 3°) VENT FREE-RIR NAILS BY BUILDER JOIST HANGER FOR OVERHANG DETAILS, 2x4 SEE DETAILS r4 AND r5, SHi 71 BEE NOTE r5 DETAIL "C" 7C4 DETRIL"B" DETAIL "R" QETRIL "B" SCRLE: 1 1/2"=1'-0" SCRLE: 1 1/2"=1'-0" , 2x8 12 OR 5/13"GYP.BD. 12 10d NRILS B4"D.C. 2x4 UPPER RAFTER BY BUILDER SPF r2/rl OR INSULATION W/VB TO 0 16d NRILS EOURL PER 7RU55 WARM SIDE, G/ -`� CONT.TOP PLATEIS) SEE BHT 3e TYPICAL GGG COMPRESSION 2.2 LEDGER 9129/16 (SEE NOTE-1) STRIP 2x3 SPF SND GARDE __ OR EQUAL a lfi°OR 24'O.C. 2009-15 IECC STATES ___- AIR BARRIER BEES KNEEWFLL NOTE'. SUPPLIED AND INSTALLED BY OTHERS. 2x6 OR 2x8 �t�iDM1.E t� INSULATION,INTERIOR FINISH,ELECTRICAL -------- MATERIALS,PLUMBING MRTERIALS,ETC. 0 DOLLAR TIES TO COMPLETE THIS AREA ARE TO BE ED EACH FACE E D67RU-ED BY BUILDER IN ACCORDANCE `` ROOF5�3c�Gzo FASTENED TO TOP WITH THE GOVERNING CODES. c MANUFACTURER HAS OPTION OF COMPLETING CHORD 02)10d I' PORTION OF THIS AREA FIND SHIPPING ROOF WITH TOP CHORD IN ERECTED POSITION STRUCTURAL ADHESIVE pN DTDI �' 1/7 GTP.BD TOP FLIP AREA COMPLETED ON SITE BY I SEE NOTE r5 BY B D�ERN�E )I-x+- ZLIr 0 15d NAI S TO RAFTER - �'tTAt" CONI.SINGLE THE BUILDER i , WLOEREDTER O�BT�BUIIDFR BOTTOM PLATE s-D°MIN DETRIL 'D' „ II RIGID FORM MY BE USED AS DETAIL "E" DETAIL C AN ALT.TO FIRERGLRSS IISUL. FLOOR SHEATHING G� i SCALE: 1'=1'-0" RIGID LASS:FACTORY TA LED 'r. FE SMT 3c i lzfi RIGID FORM. FACTO INSTALLED I FLOOR JOIST SPECIES.GARDE 6SHT 3. OD C.SPACING R SUE, 1x4 CONT 3" 'mL'`T `'� OR JOIST 6 SFIERTHP)G WIDE CB 2x4- 2.6 x4 2x6 SPF(S)e2 L 15"D.C.OR 24°O.C. 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SCRLE: 1 L2'=1'-0" SCRLE: 1"=1'-0" DATABASE NAME 07\71 MJL 3 Z2-91 SHOWN 6-01-2016 71 T #1 - PORCH OPT. #1 p ❑ # NOMINAL LUMBER 2x FLOOR JOISTS OR nARRIA TAIL #S - PORCH O #6 THE FOLLOWING ROOF TYPE/HOUSE WIDTHS NOTES S SHINGLES AND FELT AT BREAK PREMRNUFgCTURED W000 FLOOR TRUSS PRE LIMITED TO T-0°PORCH)DEPTH(mnxk 517E plS-Tpi i m BY BUILDER nQ2 SSE w� BY OTHERS AT lE'OR 192°OC (41 Ed NAILS PER SIDE SITE INSTALLED LDER SEE TRUSS MANUAL 8'-D" �TT)BX) -4/12 28 6 31-WIDE MONO ROOFS-120/15S H. 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Z OF DOUBLE TRUSS EACH SIDE FOR T}1E EXT OF FNO WALL u-M7LAdd-L-,pE,Admg Du"der D IMdremaM R MAX LL OF 80 PSF.SNOW 2x4 TRUSS TOE-NFM-0 Lid NAILS P5F M ZONES EXCEEDING 60 PSF LL FROM ZzB TO 2x4 ARIL 5HRLL HAVE CD TRUSSES EACH SIDE SHALL 1)HO WIDTHS LESS IRAN 2B FT m WIDTH TO USE 28 FT CONNECTION SPEC'S MRSTER SERIES Z2 X a 1/Z"MRX COMBER OF TRUSSES NTINGENT UPON LL RATING E Z)° AND S17E CONDITIONS.OSSEEEA�C MANUAL SECTION SECCTIOER CONNECTIONS ORS ECIF EASED SMEWRLL 6ON ECIFIC MRTEWRLL55.PORCH OF TRUSS 3) CONNRLL MODELS PSON CONNECTOR VRI USED ABOVE OTHER CONNECTORS WITH>OR=VALUES MAY BE SUBSTITUTED FOR THE VF- SEE NOTE-4 FOR WIND SPEED EXPLANATION xxx/xxx. FRRMING DETRILS SEE CRLC MANUAL SECT-35 FOR PT.DECK FLOOR JOISTS. MUNCY HOMES, INC. DETRIL "B" OR 7/12 TRUSS RT2 �.G mSm=7/12 TRUSS AT 16" 1567 PR ROUTE 442 SCRLE: 11/2"=r-0" TYP RTTIC ACCESS AND SKYLIGHT FRRMINGMUNCY. PR 17756 S TION THRU OFFSET ROOFFIELD WOR SCRLE: 3/4"=1'-0" SCRLE: 3/4"=1'-D" ORTRBgSE NAME D B DATE SCALE REV. HT. N0. 06�8a MJL 3-22-91 SHOWN 6-01-2016 Be t. -m ` NOTES C L MOISTURE RESISTANT FIRE RATED EXTERIOR GYPSUM SHALL BE USED ON EXTERIOR SIDE(WHERE RPPLICABLE) 1 HOUR FLOOR/CEII]NG ASSEMBLY. L539 OR LS40 RATED SHFATHING APPLIED AT RIGHT RATED SHEATHING APPLIED AT RIGHT 2 DOOR FROM R GARAGE SHALL NOT OPEN INTO R SEE DRAWING 90 FOR DETAILS ANGLES TO JOISTS OR TRUSSES. ANGLES TO JOISTS OR TRUSSES. SLEEPING SPACE FOR WOOD FRAMING,THE CEILING 3 MANUFACTURER 5'T'ICAT DETERMINE FROM THE OWNER 6 MATERIAL PROVIDES THE ONE HOUR FIRE FOR PROVIDES THE DONE OUR FIRE SIZE ON OF ,LOCATION°F GARAGE 6 BUILD FACTORY PORTION OF ASSEMBLIES APPROPRIATELY. RESISTANCE PROTECTION. RESISTANCE PROTECTION. 4 CLERBUSTNOUr ON AIR SHALL NOT NOT BE DRAWN FROM S. SFE DRRWING 9-FOR NOTES AND RSSEMBLY DETAILS. S. SCREWS MAY BE SUBSTITUTED FOR PRESCRIBED NAILS, ONE FOR ONE WHEN THE HEAD DIMENSION,LENGTH, OF THE 50ZEWS ARE EOURL TO OR LARGER THAN THE INSULATION MAY INSULATION MRY NRILS USED IN THE TESTED R55EMBLMS BE INSTALLED m IN INSTALLED. SPACING OF FASTENINGS SHALL BE SRME OR LESS. 7. U356 WALL SYSTEM TESTED FROM INTERIOR FACE CNLY. 8 2/2'GYPSUM USED ON WALLS AS FIRE-SEPRRATIDN BM 1 HOUR WALL ASSEMBLY U356 GARAGE AND DWELLING 0FTRILED IN DRAWINGS BELOW] SEE FASTENING REOUIREMFNTS TO BE 1-LAYER 6 FASTENED WITH 1-L4"TYPE W or S W000 SCREWS RT 12°oc ON EDGE RND F)IID. 2 LAYERS 5/8"TYPE X GYPSUM WAIIBOARD 2 LAYERS S/8"TYPE X GYPSUM WRLIBORRD 9. 5/8"GYPSUM USED ON WALLS AND OR CG(AS DTAS AS FIRE �RLTERNATE 1 HOUR IN B/1J GARAGE AND DWELLING(AS DETAILED IN DRAWINGS BELOW?CR BE 1-LAYER FSTND WITH 1-5/8° TYPE W or 5 WOOD SCREWS N F oON EDGE AND FIELD FLOOR/CFFbING p55EMBLY (UNLESS OTHERWISE NOTED]N IRE- E1 RSSEMBLY BOW) . EaTFRTQR GRRR, - FIRSIDE EASED ON FC9405 WOOp TRUSSES OR WOOD JOISTS 19 24°OC.MAX W000 TRUSSES OR WOOD JOISTS 0 24"OG MAX 10. 'OTHER STATES AS NOTED IN DETAILS BELOW IS SF�ATHQJG APPLICABLE TO CT,DE,MD,ME,Mf,PA,RL VR, VT,WV 6 NY. IL srs'TYPE X GYPSUM BOARD GR FILE No. 1X2601 - 1 HOUR ROOF/CEILING RSSEMBLY GA FILE No FC5406 - 1 HOUR FLOOR/CEILING RSSEMB Y 0DOOR BETWEEN DWELLIN UUNIT P:4D GEVICE q GAGE-°N EXTERIOR SIDID 12 2015 IRC-CLG GYP IN GARAGE FASTENED S"o.C. NOTE ONLY A LISTED THROUGH-PENETRATION FIRESTOP SYSTEM CAN PEN_TRATE THIS FIRE RATED ASSEMBLY. NOTE:ONLY A LISTED THROUGH-PENETRATION FIRESTOP SYSTEM CAN PENETRATE THIS FIRE RATED RSSEMBLY. FIELD,6=PERIMETER WHEN LIVING SPACE ABOVE 13.DE.NE34 CASTLE COUNTY-FCS406 RATED FLR/CLG. WALLS SUPPORTING RATED CLG CLAD WITH 0 LAYERS 5/8"TYPE"X"GYP ON GARAGE SIDE OF WALL PERIMETER JOISTS FASTENING REQUIREMENTS A-U35S-LOAD BEARING-SFE NOTE-10: INTERIOR SIDE ONE LAYER S/B°TYPE X GYP-BD.OR OB ALTERNATE TO 6RTO AP T'I N GYP, FLOOR/CEILING SEP5770 (NOTE s121: WATER TE51STFNT BRCKFR 60.OR VENEER BASE APPLIED AS AN ALTERNATE TO APPLYING GYP. PARALLEL TO 2X4 STUDS,16°O.C.WITH 6d COATED NAILS TO THE CELLSNG.R CLOSE-OFF WALL NJ:GR FILE-FC _1-OUR-RRTEO 1 7/8"LONG,00915'CIA SHANK,11V HEADS,7"OC. MAY BE BUILT IN THE RTTIC AID CLAD FG RSSEMBLY WALL BOARD JOINTS COVERED WITH TAPE AND JOINT ONTHE GARAGE SIDE WITH: -OTHER STATES:5TYPE"X"GYP. COMPOUND.NAIL HERDS COVERED WITH JOINT COMPOUND -CT:5/8"TYPE°X"GYP. EXTERIOR-SIDE 7✓16"TFaCK.48"WIDE RATED SHEATHING. -OTHER STATES 6 NJ:1/2'GYP 04DO � HABITABLE EXPOSURE L PLYWOOD OR 058,INSTALLED WITH LONG 1 HOUR EXTERIOR LOADBEARING RATED ASSEMBLY WALL SEPARATIDr2 SPACE DIMENSION OF SHEET OR FACE GRAIN OF PLYWOOD NON-HABITABLE -NJ:GR FILE-WP8105 1-HOUR- PARALLEL OR PERPENDICULAR TO SKIDS.HORIZONTAL SPACE RATIO WALL ASSEMBLY JOINTS BACKED OW H NO .2x+WC WALL O0 BLOCKING 6COAAT ACCX� Cr.5/8"TYPE"X°GYP. NAILS SPRCEO 5"OC.PERIMETER AND 12'0.C.FIELD. OTHER STATES 1/2"GTP fm4J WALL 6 CED3I.'G SEPARATION: NO WINDOWS O4 WALL NO WINDOWS IN WALL TAPERS HAVING EOUANCEL OR GREATER WITHDRAWAL AND B/W GARAGE 6 DWELLING B/W GRRRGE 6 DWELLING THELATEidL RESISTANCE STRENGTH MAY BE SUBSTITUTED FOR -CT:5/8°TYPE"X"GYP. LOAD-BEARING WALLS � THE 6d LORTm BOX NAILS(EXTERIOR SFEfTTF�'G ONLY]. -o-,; STATES S NJ:1/2"GTP(MI11 EXTERIOR SIDINGS SHALL BE INSTALLED IN ACCORDANCE -NJ:GA FILES L AS 1-HOUR WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. "GARAGE' "DUELLING" -CTI RATED5/"TYPE"X°GYP. 'DWELLING"°GARAGE° °DWE71II4G 8-WP8105•LORD SEARING: -OTHER STATES:v2'GYP WrI) INTERIOR SIDE:ONE LATER 5/S'TYPE X GYP B0.OR 1 HOUR FLOOR/CEILIIJG RSSEMBLY WATER RESISTANT BAT RI BOARD OR VENEER BASE APPLIED S 2539 OR 2540 PARALLEL WITH 0R AT RIGHT ANGIOS TO 2X4 W000 STUDS. SEE DRAWING 9e FOR DETAILS NOTE-13 24°O.C.WITH 6d S. T 0 NAILS 1 7/e°LONG.00915' ONE-STORY WITH ONE-STORY WITH SHANK,v4"HEADS.7'oc "NON-HRBITRBLE" SPACE OVER GARAGE "HRBITRBLE" SPACE OVER GARAGE SHEATTHINNGEXTERIOR,,46'WIDDE,,APPLINE LATER ED PAARRLLFL TOEDS UDS WITH CTYP. 9/12 OR LESS ROOF PITCH ON GRRRGD (TYP. 12/12 ROOF PITCH ON GRRRGD TGRLC IN FIELD,4"NAILsoc.3/ JOINTS OF GYPSUM SHEATHING MAY BE LEFT UNTREATED WALLBOARD AND 5HD3TFgNG NRILED TO TDP AND BOTTOM • RATES AT 7'OC. EXTERIOR CLADDING TO BE ATTACHED THROUGH 5FEATFONG TO STUDS ALTERNATE 1 HOUR FLOOR/CEILING RSSEMBLY: C-PC 5406 ��� BASED ON FC5406 ERSE LATER 5/8"TYPE X GYPSUM WALLBOARD APPLIED 5/E'TYPE X GYPSUM WFll1BORRo / TYPES RIGHT ANGLES SIRENS 24OD�OI�GS FACE LFATFWR OVER 2X4 STUDS®24" ED �� 5/8"TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED EFFECTIVELY FIIdESTOPPED RI TFRNR TO C;GRRf;F f'I G GYP: RT RIGHT ANGLES TO JOISTS THROUGH BASE LAYER WITH 1 HOUR WALL P55EM13LY U341 AS AN ALTERNATE TO APPLYING GYP.TO 1 7/8"TYPE 5 DRYWALL SCREWS 12"OC.AT JOINTS AND THE CEILING,THE SECOND FLOOR WALL IiF6 ILING SEPARATION(NOTE-121: INTERMEDIATE JOISTS FACE LAYER JOINTS OFFSET 24° MAY BE CLAD ON THE GARAGE SIDE WITH: - C5406 r UL FILE 2539 or 2540 FROM BASE LAYER JOINTS.1 v2"TYPE G DRYWALL SCREWS -CT:S/8"TYPE°X"GYP. C5405 ASSEMBLY(SEE or LS ) PLACED 2"BACK ON EITHER SIDE OF FACE LAYER END ER STATES:S/B°TYPE'7("GYP. HABITABLE RE51STANCE PROTECTION FOR WOOD FRAMING,INCLUDING r -O77¢R 5T 6 GYP(MINI JOINTS.12"OC. CEILING PROVIDES ONE HOUR FITZE SPACE TRUSSES. EPARATION: D-RC 2601 NON-HRSITRSLE J:Gfl FILE-WP8305 1-HOUR- BASE LAYER 5/8"TYPE X GYPSUM WRLL13ORRD APPLIED SPACE I RATED WALL R55EMBLT ATRIGHT 5 DRYWALL SCREWS 24°OANGLES TO WOOD I CS FACE LATER CT.5/8"TYPE"X°GTP. 5/8"TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED TTiFIZ STATES 1/2°GTP(ndnl AT RIGHT ANGLES TO JOISTS THROUGH BASE LAYER WITH WALL d CELL]NG SEPARATION: NO WINDOWS IN WALL NO WINDOWS IN WALL 1 7/8°TYPE S DRYWALL SCREWS 12"O.C.AT JOINTS AND CT•5/B"TYPE"X°GYP. B/W GARAGE 6 DWELLINGD-BEARIID WALLS - B/W GARAGE 6 DWELLING INTERMEDIATE JOISTS. FACE LAYER JOINTS OFFSET 24° - 1GYP(MIM = NJ:GR FILEa 11356 1-HOUR FROM EASE LATER JOINTS,1 1/2"TYPE G DRYWALL SLRELIS �RF WP11 55F:FMFn T ,���, PLACID 2°BACK ON EITHER SIDE OF FACE LAYER END '11WELLING °OWF]J4.,G° JOINTS,22"OC. CEILING PROVIDES ONE HOUR FIRE lLwl 'Gf'AGE' THER STATES v2'GTP 4rdn1FLOOR E51 CE PROTECTION FOR WOOD FRAMING.INCLUDING E-U341-LORD BEARING: ONE LAYER OF 5/8"TYPE X GYPSUM WRLLBORRD APPLIED TWO-STORY WITH TWO-STORY WITH PARALLEL MAX WWIWITH TH Sd CERwt•TENT CHT OATTEED NATO ILS,1 7/9sruos. "NON-HRBITRB " SPACE OVER GRRRGF "HRBITRB " SPACE OVER GARAGE LONG,OA915"SHANK DIA.AND 11V DIA HER°,7°OC PERIMETER AND FIELD.AS AN RLTERNATE.No.6 BUGLE (TTP. 9/12 OR LESS ROOF PITCH ON GRRRGD CTYP. 12/12 ROOF PITCH ON GRRRGD HERO DRYWALL SCREWS,1 7/8"LONG MAY BE SUBSTITUTED. 1 HOUR INTERIOR LOADBERRING RRTED ASSEMBLY WALLBOARD JOINTS SHALL BE COVERED WITH TAPE AND JOINT COMPOUND NRIL HERDS SHALL BE COVERED WITH JOINT COMPOUND 3 1/2"MAX THICKNESS OF GLASS OR MINERAL FIBER ELRTT INSULATION 15 OPTIONAL CROSS BRACING REOUIREO AT MID-HEEIGNI. DEPNOMENTOF STATE ROVRL DMSION OF BUILDING STANDARDS AND LODES ALBANY,NY 12271-0001 Skimp ofApprenlfor.Spun,Mod•f or Cempon•nt FLOOR/CEILING 5FPRRATION(NOTE a123: M1387 2016-061 10/04/2016 M-ndedae.Na Fpprv6en Na D-lea turd NJ:GR FILE-FLR/C or UL FILE 2539 or 2540 NOTE-13 NDnCE71.pp.Wl.prim*blh-..p-e ar0.maY Pooandaem d 1-Fi0l1RHtRTtID FUR/ST ASSEMBLY(SEE OWG-9e] 'SECOND FLOOR" bwmnwl8a>trl0mmet��deidasmihlelm� Bd - OTHER STATES:S/8°TYPE"X"GYP. Ira efpaddmt mlresreu-nw.nm.afmm a mm:m Dan 0m�pmYd damads anment�mrmX-ueyy.IeeedraeWn-dq In-hd r�mEdmaredo�aaL LOAD-BEARING MFRIRGE WALLS _ h AL�vL NOTE c13 LORD-BEARING WALLS JvMRAdd=.PE,Achrq Umdw Br IArt*.de;RA -NJ:GR FILE-WF-3510 or UL FILE U341 tS S•TFrr -NJ:�EDWALL3A55EMOBLY -Cr.5%6 0U�E TED D CLG ASSEMBLY 1G -CI:S/8"TYPE'x GYP. "GARAGE° "GARAGE" °T1�R STATES v2"GYP fmb' MRSTER SERIES OTHER 57RTES 1/2"GYP fnwJ Y n, /a GARAGE FIRE RATED ASSEMBLIES NON COMBUSTIBLE FLOOR(TTPJ J TWO-STORY WITH iNTFGRAL GRRRGF MUNCY HOMES, INC. 078 �dq� 1557 PR ROUTE 442 ESTA MUNCY, PR 17756 DRN BY I DATE SCALE REV. SAT. NO. DATABASE NRME REH 6-01-2016 NTS 92...2 09\9c2 -1I7 1i' 15 ,1 .7 � s+ I1 � .......... C d p � lu- u, A 1' • i 000 0010 Fl Vol* ........... ............ 0010 0000 0*110 00% yrs ll[ , ............... 0000 00*0 1p ® 0010 � fes`" co 9 10 15 r 1� / � ISSUED: b, / 0000 01*00 Q a / • r I 0000 / 0000 ' f E r� REVISED: 1 I ; E.a r I GRAVEL ' ------4 DRIVEWAY I s 49 SOUTH COUNTRY RD. WESTHAMPTON BEACH, NY --- : " : : . : : ; " : ::.:-,i.: . ' : : < PHONE: 516-721-9474 EMAIL'CZARNECKIDESIGNS@GMAIL.COM DWELLING BY OTHERS'' ' 'PE D.B.• BENNETT Po' CONSUTA NG INGINI:I:ItoECK 3 R of kuw A%,nr,•P.O.laic 1442•Faif Hn�u-„..hl'•11917 I~= ' --- i n ,i I 'finrfu+�f:b.t�-9117�0(llt.wa a.unn�ro.,u�f Z' i 3 RAILROAD AVENUE, FLOOR 2 I P.O. BOX 1442 _ I _ -. ✓ . . . EAST HAMPTON, NY 11937 ' TEL 631-907-0023 4 EMAIL: DREW@ r DBB PE.COM PROPOSED FRONT y, ENTRY STOOP 4 I SANDS RESIDENCE ' F 930 PLUM ISLAND LANE F ORIENT NY 11957 FRONT YARD SET BACK 40'-0" REAR YARD SET BACK 50'-0" PROPOSED SITE ,i o PRIMARY BUILDING ENVELOPE PLAN o Q Ij Y !tet m o c ' In Lu S 88057 '40 " E 150 . 00 PROPOSED SITE PLAN SCALE: 1/4" = 1 '-0" JUNE 23, 2018 ROOM SCHEDULE MATERIALS SYMBOL SCHEDULE ROOM # ROOM NAME FLOOR I EARTH/ COMPACT FILL BASEMENT o.R' POROUS FILL/ GRAVEL (MAIN FLOOR) CONCRETE BLOCK _.. . :.� �.•� CAST IN PLACE CONCRETE - - -- - - 101 REAR DECK MAN (1STj PRE-CAST CONCRETE -. . : ..: _ .. .. :.. :.:._ _ D FRAME .................................................._. CONSTRUCTION-(Small Scale) :.. - - � . :. - DRAWING SYMBOL SCHEDULE STONE WALLS 9Lj ' : - - ._..::::._ ION, _.._. _.. .: . ...._,..... BUILDING SECT WOOD FRAME - _ c -- - - -- -- -_..: . , . . ._. _ _ IN NUMBER CONSTRUCTION Scale) ISSUED: .._ _ RIGID FOAM INSULATION _ __..-... . ..... __...._.._..... -- - :- _. _ _........_..................._...-..--......... _. ..._............_. _._ ......... BER ...........__.-._..... - _ FIBERGLASS BATT INSULATION _.._ _ - - - - - - DETAIL REFERENCE ❑ � 16 _ _ , - DRAWING NUMBER TION AND t - FINISH SYSTEM .... -.-_-- _ %LLL NUMBER N EXTERIOR CEMENT STUCCO _ .... .. SYSTEM T, WINDOW TYPE WOOD- FRAMING, ROUGH LUMBER I-Cc EXTERIOR DOOR TYPE REVISED: WOOD- BLOCKING SANDS RESIDENCE 2°x1' N ,'° INTERIOR DOOR TYPE WOOD- FINISH .gyp_ LEVEL LINE CONTROL POINT OR DATUM PLYWOOD-(Large Scale) ( FOUNDATION DESIGN + ACCESSORY ADDITIONS ) 930 PLUM ISLAND LANE (D2 = LEGEND - ; r. ORIENT, NY 11957 SCALE: N.T.S. CLIMATE AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WINDSPEED SEISMIC DESIGN SUBJECT TO DAMAGE FROM: WINTER DESIGN TEMP ICE SHIELD 49 SOUTH COUNTRY RD. 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'-011 MODERATE TO HEAVY SLIGHT TO MODERATE 13 DEG YES TABLE OF DRAWINGS PROPOSED COVERAGE D.B. BENNETT CONSLJI.:TING IENGILNIEEI2 .3 Rau Roan Ati%vut•P.O.I3<.x 1442•EAsr HAt MON•NY-119,47 Ttaei•io,r;631-907-0023•vnrw.una-rt.cou STUD r4' 3 RAILROAD AVENUE, FLOOR 2 GENERAL UTILITY INFORMATION FRONT PORCH 56 SF I -P.O. BOX 1442 STUD I i I EAST HAMPTON, NY 11937 TEL 631-907-0023 A-1.0 GENERAL INFO. N.T.S. SILL PLA I I STUD EMAIL: DREW@DBB-PE.COM REAR DECK 280 SF DOUBLETOPPLATE 1 a II I I I II 8 I I I FLOOR PLANS qH25A FOUNDATION + PORCH DECK PLAN 1/4" = 1 -0RAFTER o STUD LBP 1/2(2x2 WASHER) MASA 2.0 / TOTAL : 336 SF DOUBLE TOPPLAIIE ° , •, ` v 0 0 ' MAS \t! 0 H4 ° ELEVATIONS + SECTION DETAILS ° FLOOR RAFTERS - .e• SANDS 0 o SND VARIES ° BOTTOM PLA 0 o SUB FLOOR o A-3.0 ELEVATIONS + SECTION DETAILS RESIDENCE '° ° 930 PLUM ISLAND LANE TYPICAIL RAFTER-WALL PLATE STRAP CONNECTION TYPICAL TOP PLATE-STUD STRAP CONNECTION TYPICAL SILL PLATE-FOUNDATION CONNECTION SIMPSON:STRONG-TIE MODEL NUMBER: H-4 SIMPSON STRONG-TIE MODEL NUMBER: 2 @ H2.5A LVL RIM JOIST ° SIMPSON STRONG-TIE MODEL NUMBER: MAS AND LBPI/2 ORIENT NY 11957 1110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR ° 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR FASTENERS: TO RAFTERS:5-IOdx11/2' FASTENERS: STUDS I6"o.c. FASTENERS: MAS: LBPI/2: TO PLATES:5-1 Od x 1 1/7' USE 10-8d x 1 1/7'NAILS @ EA.H2.5A ° ° LOCATE 3'-7'o.c. LOCATE 6'-0"o.c. 10 STUDS:NONE 0 0 TO STUDS:6-I0d x 11/2' TO SILL:2x2 WASHER 0 o LTP 0 0 ° ° GENERAL NOTES: STUD DOUBLE TOP PLATE ° ° INFO TOP PLATE o o °° • i STUD ° o o ° RSP4 ° " _.................._....... ............._................-_....---..-_-........._............_ ...._.._..__...---..._......._...._.._.._......_.._..._....._...._._........_._....._........_. .............._ _. _- _......._......_..._.._............._...._......_...._...__._..._..._.........._.........................__. ................_....._.._...__............._......_______...._........_....._.._...._._......................_............_..........__.............__...- DOUBLE TCDPPLATE ° ° ° STUD HB RAFTER SP4 % SILL PLATE °o ' _........_..__..........._..._._._........___.-._................._..-- -......_._.._........................... ........_.__.....__...........__._........_..............................._............._.... ... ..._....._.._....._.._._........_........__....._............-_...................._._.._........._.._....._.................... _....__ ........._...__..._ ......-.............................._............._.........._...._............_....__........._...._.._..................._......_.........................-....._.. ._....._............_._._. _.__.._._............_....._..........._..._. / STUD SP7` o 0 FOUNDATION ° ° ° 0 0 AFL .... ..... ............_.._.._.. .. o TYPICAL RAFT- -TIE MODEL NUMBER: H$ SIMPSON STRONGTIE MODEL NUMBER: RSP4 SIMPSON STRONGTIE MODEL NUMBECS20 OR LSTA30 WON TYPICAL STUD-SILL PLATE STRAP CONNECTION ER-WALL PLATE STRAP CONNECTION TYPICAL TOP PLATE-STUD STRAP CONNECTION TYPICAL FLOOR-FLOOR STRAP CONNECT( _... _..... ... .._............ .............._.....__. ... ..............._..... ....... ._... ... SIMPSON STRONG /LPT4 SIMPSON STRONGTIE MODEL NUMBER: SP4 OR SPl `Y 11 10 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR I10 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS HR /(`•'' !` .i ;' �' FASTENERS: TO RAFTERS:5-1Odx11/2" FASTENERS: STUDS I6"o.c. FASTENERS: CS20: LSTA30: FASTENERS: SP4: SPI: TO PLATES:5-1Od x 1 1/7' USE 8-8d x 1 1/7'NAILS STUDS @ 16'o.c. STUDS @ 16"o.c. TO PLATES:NONE TO PLATES:4-1 Od ...... ............. .__......... ;.. ... _. ........._.... TO STUDS NONE TO STUDS 610,4 x 1 1!T' TO STUDS 6-1 Od x 11/T TO STUDS:6-1 Od x 1 1lT TO STUDS:6-1 Od c� _.................... ._............._..._._.._...._._.._...._......__. _._.. ..__....._................. _........_................ ......-.......... ... ._..._.._.. _..................._..._....._...... .._. ..... ... . -� ................. .._....._....._...... _ 1 3 STRAPPING DETAILS JUNE 23, 2018 SCALE: N.T.S. -811 8" - -------- - DN. F, PROVIDE 4"DRAIN AT BOTTOM OF STAIR WELL t#415 ISE� I . I 5,-011 L -- - - - - --- -- -- -- -- - --- - ISSUED: r co O` ce) 8'1 I 10 _L_1._1 F �~ . �T- 101, 10'-2j" _T 13'-1 4__ r —-I 0 36"X36"XI 8"DEEP POURED F CONCRETE FOOTING L -- -J C") 04 24"X24"X1 2"DEEP POURED 6-24' 10 CONCRETE FOOTING 0 2% 61-4" FOOTING CONSTRUCTION: 7 x j DECK JOIST I - i. I / *L�. --1 E3 I 8"x 16"POURED CONCRETE c5(3)2xl 0 -fL 7rt um FOOTING WITH(3)#6 CONTINUOUS (;H REBAR TIED TO WALL REBAR AT 36"x36"xl 8"DEEP POURED Tv 0TV �5 o*cv o'cv REVISED: BUILDING PERIMETER. PROVIDE 3" o I I . - . �"I . 1, 2xIORWRIME CONCRETE FOOTING 7 IS2 1 1 c c I ::p / : , , , . OF CONCRETE COVER ON ALL - §1 1 WACQ 10 co DECK o REBAR(TYP.) L J 0::o 11 \ II LINE INDICATES . . . . . . . . . . . . 10 (3a 2x8 ACQ R6 DECK ABOVE 10"DIA.SONA TUBE MIN'. C? .1 '7 7'-. 7 'DECK JOIST L 42"BELOW GRADE 1 1 _j / I I All 04 V FOUNDATION WALL CONSTRUCTION I I. /1, \ C) I I I-I i g ' ' ' ' 'L . . . . . . .. . . looll - 8"POURED CONCRETE WALL WITH I I X I - 'I, - . . , , , '. \ _0 42'x42 x18 8"DEEP POURED < 2 #6 VERTICAL REBAR @ 32"O.C. 2 . . . . . . . CONCRETE FOOTING A3.0 I A3.0 A3.0 ;Z51 1 iz TYPICAL 6x6 AC > ---S- WED TO L ——— WACQ COLUMN MA DECK JOIST [CATES 2 TORY" AM' S FRAME P;11 tWc BY . . . DWELLING OTHERS LINE INDICATES Co ---*------- �77777 10"DIA.SONA TURF MIN. C? Fn DECK ABOVE 42"BELOW GRADE 4"MIN.POURED CONCRETE SOIL b SLAB OVER UNDISTURBED .. . . . . . . 49 SOUTH COUNTRY RD. WESTHAMPTON BEACH, NY PHONE: 516-721-9474 4"DIAMETER THICK r STEEL COLUMN TYP EMAIL:CZARNECKlDESIGNS@GMAIL.COM �z x "xl 8"DEEP POURED 36"X36 CONCRETE FOOTING 91 L J PROVIDE TYPE 7-FIRE RESISTANT GYPSUM BOARD� U? FINISH ON CEILING r D.B. BENNETT C.0NSLJl.l*IN(; FNGINEEI� .3R%vRoA(,A%m,i-117.0.Nix 1442-rASTllAllq(l%'-NN'-11917 36"x36"XI 8"DEEP POURED lmmom:6.11-907.0021-%vu.mi,pl."M CONCRETE FOOTING I I �? :; /. f ✓f Y'. F. '; : /. :' . 3 . , L J i I /,' i' i �' r l. t 3 RAILROAD AVENUE, FLOOR 2 C? I i..._ w co P.O. BOX 1442 /"o, EAST HAMPTON, NY 11937 TEL 631-907-0023 [---- ------ - ---- ---- -- -J L--- -- - ---- -00— EMAIL: DREW@DBB-PE.COM —— — —— ——— — --.--1 I co 27-6" c� .. \ . SANDS P!TC''I4 L'A B, GARAGE SLAB;",-, . . . . . . RESIDENCE PROVIDE 4"MIN. POURED CONCRETE - INCONFORMANCE . . . . . . . ' : . . .WTH" -' � .' �,.- � SECTION R309.3 OF,THE :'SLAB OVER CLEAN SAND AS REQUIRED&, . . . . . . . RESIDENTIAL CODE OF NYS 930 PLUM ISLAND LANE COMPACT TO 95%CAPACITY..' ORIENT NY 11957 I PLAN r �l V-2"'1' 26-2" + MAIN FLOOR PLAN FOUNDATION PLAN- MAIN FLOOR PLAN SCALE: 1/4" 1'-0" SCALE: 1/4" 1'-0" X". 1), r "D cv 2(8 ACQ JUNE 23, 2018 �J T.O. ROOF SITE ELEVATION: +28'-113!4" TOL EH__7_ T.O. PORCH/RIDGE SITE ELEVATION: +12'4" _ --- .- ENTRY PORCH ROOF INDICATES 2 STORY PRE-FAB. �-�- CONISTRUCTION: 4 „ DWELLING BY OTHERS ARCIHITECTUAL ASPHALT ROOF A3.0 SHINGLES 30 YEARS OR BETTER —OVER 30# FELT PAPER OVER%" 1 PLYWOOD OVER 2x8 RAFTERS - INDICATES 2 STORY PRE-FAB. DWELLING BY OTHERS ISSUED: C Li �- .1-11 � �_�l =► _ - G - -- � TRIMI ; T.O. FRONT PORCH REAR DECK BOARDS, PVC OR i (FASCIA, RAKES, CORNER -� SITE ELEVATION: +1'-8" � � ,, —. T.O. FOUNDATION __-- -- - HL LE_� -- - EQUAL QUALITY SITE ELEVATION: +0'-81/2" T.O. PORCH/ DECK FOUNDATION - -- ---- --SITE ELEVATION: +0'-1112» --- - - - -------- - - --- ----- ML ------------------T.O. GRADESITE ELEVATION: +0'-01 ' •� A3,0 � , .I = 1 ' 0 REVISED: o. BASEMENT SLAB CONSTRUCTION: =I CTION: (FRONT) ELEVATION FOOTING CONSTRUCTION. 4"POURED CONCRETE SLAB WITH 6x6-10/10 8"x 16"POURED CONCRETE FOOTING WITH 1 WWM OVER MECHANICALLY COMPACTED (3) #6 CONTINUOUS REBAR TIED TO WALL � T.O. CONC. SLAB: BASEMENT SCALE: 1/4" - 1'-0#1 ( SOIL-PROVIDE Y211 PERIMETER EXPANSION REBAR AT BUILDING PERIMETER. PROVIDE 3" SITE ELEVATION:-8'-0" -- -----.--_—__—_ —__—__—__—__—_ - - JOINTS W/CONTROL JOINTS AS REQUIRED. OF CONCRETE COVER ON ALL REBAR(TYP.) —� T.O. FOOTING - --I ----'-=- - - ---�- =-- --------- ---- SITE ELEVATION: -8-4» I , - -- -- -- -- — — —- -- -- ---- 6 A3.0 3 SECTION A—A '& SCALE: 1/4" - . �w w` I'-0" `" ' Jt F b ROOF FRAMING: 2x8 WOOD FRAMING I I 1 WATER PROOFING 49 SOUTH COUNTRY RD. RAFTER @ 16"O.C. I I I 1 1 I SPRAY ON BITUTHENE WESTHAMPTON BEACH, NY FASCIA; I I 1 I ( I WATERPIROOFING PHONE:516-721-9474 T.O. ROOF 1 x8 PVC I 1 EMAIL:CIARNECKIDESIGNS@GMAIL.COM I --------------------- I SITE ELEVATION: +281-113/4" ___-----_—__—_- SLAB CONSTRUCTION:I ( I 4 I 4"POURED CONCRETE I I � - FASCIA: SLAB WITH 6x6-1 0/10 —.I VVVVAA OVER 1x6 TBcG PVC I I I UNDISTURBED I I I I I SOIL- PROVIDE Y211- OIL- PROVIDEY"'PERIMETER D.B. BENNETTEXPANSION'JOINTS W/ C;ONSIILTING ENGINEER (2) 2x10 BEAM 1 I I 4 1 CONTROL JOINTS AS a IR,-,",,,,,,A,,m,,.P.O.6„x 1442-NlT i i u,noN-Nv-1191;REQUIRED, 1111rnoa:6.11 907,01121•r ax.u»n-.,.<..0 ! I /1 C —• • , _ FOOTING CONSTRUCTION: 3 RAILROAD AVENUE, FLOOR 2 1 - I 8"x 16"POURED CONCRETE P.O. BOX 1442 FOOTING WITH(3) #6 EAST HAMPTON, NY 11937 I I CONTINUOUS REBAR TIED TO TEL 631-907-0023 I I - I WALL REBAIR AT BUILDING EMAIL: DREW@DBB-PE.COM I I I PERIMETER. PROVIDE 3"OF - - - - - - = - - - - - I CONCRETE:COVER ON ALL L- - - - - - - - - - - - - - - - - - - - - - _I REBAR(TYP.) 4 DETAIL - WALL SECTION _ 6 DETAIL WALL SECTION Ll SCALE: 1 1/2" = 1'-0" SCALE; 1 1/2" = 1'-0" SANDS A T.O. PORCH/RIDGE77 _ 7 _ 71_ _ _, _ ",�i*�� RESIDENCE -------- -- ---------- ----------------__—__--- ----INDICATES2STORYPREEAB.-----------------------------------_------ I SITE ELEVATION: +121-4" — — — — — —--—- —- — — - 1 DWELLING BY OTHERS 930 PLUM ISLAND LANE DECKING: I ORIENT NY 11957 1"x4"HARDWOOD I I DECKING TBD. I x/ ---- STRAPPING : I o fi --- SIMPSON LFI JOIST HANGER 1 ' I 177 NAILER BOARD: 1 I FRONT + BACK ELEVATION I 2x8 _ + SECTION DETAILS L 1 _ -�__- I SILL PLATE: HURRICANE TIE DOWN �' DOUBLE 2 x AC 6 Q - � PLATE JLL STRAPPING: I ANCHORED TO FOUNDATION WALL T.O. FRONT PORCH REAR DECK SIMSON LTP42 @16 O.C. 1 I 1 I I' I fl ---�- TERMITE SHIELD: SITE ELEVATION: +1'-8' � I ' T.O. FOUNDATIONL- - - - I I COPPER TERMITE SHIELD SEAL ALL vtJ LJ SITE ELEVATION: 0-81/2 • :.:.:•,,:.:.:.... .... ..:..;. :.• ,:...,...-...........;..;.,. ..,......� .... .•.- --- - - -------------------- ---- ND .. ------------- -- -- ---- — - ---- -------1 FOUNDATION O RIMAROU T.O. PORCH/ DECK FOUNDATION �A SITE ELEVATION: +0'-1 1/2" T.O. GRADE TRIM : ' �s --L- ANCHOR BOLT, SITE ELEVATION: +0'-0" (FASCIA, RAKES, CORNER 1 14 I 5/8 DIA. @ 24 O.C. 1 11 BOARDS,COLUMNS) PVC OR EQUAL QUALITY I I I FOUNDATION WALL: r' ILING : 1 I 8"POURED CONCRETE WALL WITH #6 36"HIGH COMPOSITE L_ — — (I — VERTICAL REBAR @32"O.C. BOTH WAYS /,' GUARDRAIL - - - - - - - - - - - - - - - - - --I 2 BACK ELEVATION _ '� ra ! ','► 5 DETAIL WALL SECTION \ r SCALE: I/4" = I'-0" SCALE: 1 1/2" JUNE 23, 2018 � In 1 V I , lb ,.� • e� i O I 1 Ili'I ♦ IIII � \ � � � V I IIII l� F 11� N VIVO i5 r 000 .4 10 Vol" co >o ow, N ��r 0000 0 n ISSUED: o vow f/ C60000 0060 0000 WOO* .- I I I I I REVISED: I i I� I I I I -- r GRAVEL r DRIVEWAY7 y ' 49 SOUTH COUNTRY RD. A I WESTHAMPTON BEACH, NY P--- PHONE: 516-721-9474 EMAIL:CZARNECKIDESIGNS@GMAIL.COM ' Y . =_ °2 STORY,PRE-FAB: D I L. _ DWELLING BY OTHERS' D.B. BENNETT �i \• I II 1� PROPOoSED DECK' I C;ONSU1,11NG ENGIN1.1'.1t ___ \ j.' iRmxnwA lnly P.O.No,1442•FeV Hm1Yu,�'•KY•11917 1 •.*. .;• . i Ilit t f:F.191'd10—i.uuu.hnn Fl.i off j I i gI 3 RAILROAD AVENUE, FLOOR 2 P.O. BOX 1442 F.I 1 :ti ' -� ��^ i EAST HAMPTON, NY 11937 - I TEL 631-907-0023 - 4 EMAIL: DREW@DBB-PE.COM - , PROPOSED FRONT � ENTRY STOOP . , ` i --_=� SANDS RESIDENCE 930 PLUM ISLAND LANE ORIENT NY 11957 I I 1713, FRONT YARD SET BACK 40'-0" REAR YARD SET BACK 50'-0" PROPOSED SITE p PRIMARY BUILDING ENVELOPEPLAN - - - - - - - -- - - - - - - - - - I C\? ri o z An o I o 171 Luil r—, S 88057 '40 " E 1. 50 . 00 ' c PROPOSED SITE PLAN - SCALE: 1/4° = 11-0° JUNE 23, 2018 'D rill 19000 0010 T"\v, 0000 yl'�1 1l V�\ JL ., ! 6� Xy VIA*, ................ 0000 1 L 7CO49 to r 01-0 for" 0000 0000 0000 r j> ISSUED: 000 0000 0000 0000 r] 00000J 0000 0010 0000 woo 1 � I I Iry REVISED: I I '° I I E I I rre �RAVEL� DRIVEWAY A <== I i •A sF 49 SOUTH COUNTRY RD. WESTHAMPTON BEACH, NY PHONE:516-721-9474 EMAIL:CZARNECKIDESIGNS@GMAIL.COM :2 STORY:PRE-FAB.': DWELLING BY OTHERS a PhOPOSE D.B. BENNETT CK I CONSULTING ENGINFFIt • - � 3 Rau envx Ae,nig,•P.O.N,x 1442•Fmi K%mvioN•NY•11937 �-*•, x:i:. .s I T)111'gU\I'761I.1N17.00?j•M'M4,PMIf-FId uN 3 RAILROAD AVENUE, FLOOR 2 P.O. BOX 1442 EAST HAMPTON, NY 11937 TEL 631- 907-002 eF - PROPOSED FRONT REW DBB - PE.CO ENTRY STOOP . . . . . . fM1 --__� F SANDS RESIDENCE I I 930 PLUM ISLAND LANE ORIENT NY 11957 I I l FRONT YARD SET BACK 40'-0- REAR YARD SET BACK 50'-01' PROPOSED SITE o PRIMARY BUILDING ENVELOPE PLAN ClIQ 171" r o z !tee U m o J o lu In �n C If a s 88 57 40 E 150 . 00 ; j PROPOSED SITE PLAN SCALE: 1/4" = 1 '-0" JUNE 23, 2018 ROOM SCHEDULE MATERIALS SYMBOL SCHEDULE ROOM # ROOM NAME FLOOR EARTH/ COMPACT FILL BASEMENT POROUS FILL/ GRAVEL _ _ . ... ... . .............. ._... _... CAST IN PLACE CONCRETE P MAN (1 S� REAR DECK MAN (1 S� PRE-CAST CONCRETE _T ............ _............. ...... ....... _.._ CONSTRUCTION-(Small Scale) DRAWING SYMBOL SCHEDULE STONE WALLS ItnI - - - _ BUILDING SECTION, WOOD FRAME - C - REFERENCE DRAWING NUMBER - - :...i. ........._.;.._, : : : : : .... ..... ... _.......-_.. i :. .._. ;. A-19 CONSTRUCTION-(Large Scale) - -- - - - ... .. . ) _. . ..... ....._.. ISSUED. _. w ._.[...::.. -.. _.__.__....._._......._.. : t - RIGID FOAM INSULATION ...._.......... - ......... .... ...... ..................... ........._.._.............. ................. ......._...... .......... -... �_...:_.._._ _.._.__ _..... ...:._............._....-..... ...:....._....._..._ _.;.._..............-:................._. .. ._......_._......_----...._.._.._.__... -..__........ _ Al 1 ...._._...........__.._......_........_.... ._....._..........._........_.__...._..._._......__..__._......__..... ......._....-..-..............._r..._........._...- - REFERENCE DRAWING NUMBER _ ............._._. ................_..._ - --- - - FIBERGLASS BATT INSULATION _ 3`11" � �........._._._.._. ._...�__ - _.. _ - =------_- DETAIL REFERENCE _ __......_ _... . .. . _. DRAWING NUMBER E TION AND _.......... -- ���� ......_ _. - ' ....._ --- , : ---- - _. . FINISH SYSTEM ................. ........._..__i . . _.......... ........ 1, , . ! -- - ----..._ -. _: _�� - � ' ' - - 1 o ENTRY HALI .-- :.__.. : .: . - . _. . y �- ROOM NAME- NUMBER EXTERIOR CEMENT STUCCO �na� ..........._ SYSTEM 1 WINDOW TYPE WOOD- FRAMING, ROUGH LUMBER I�Cc EXTERIOR DOOR TYPE REVISED: WOOD- BLOCKING SANDS RESIDENCE 7°x7° N ,.° INTERIOR DOOR TYPE WOOD- FINISH LEVEL LINE CONTROL POINT OR DATUM PLYWOOD-(Large Scale) ( FOUNDATION DESIGN + ACCESSORY ADDITIONS ) 2 LEGEND 930 PLUM ISLAND LANE ` ORIENT, NY 11957 SCALE: N,T,S. CLIMATE AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WINDSPEED SEISMIC DESIGN SUBJECT TO DAMAGE FROM: WINTER DESIGN TEMP ICE SHIELD 49 SOUTH COUNTRY RD. 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 MODERATE 13 DEG YES TABLE OF DRAWINGS PROPOSED COVERAGE D.B. BENNETT CONSUF_:TING F',]`v1CCINL'ER 3 Rut Rua°Art wt•P.O.Box 1442•!mr HAMPT'JK•NY•11937 Tt t trrxone:631-907-0023•K�w.m"-pt.�ou STUD � I�� 3 RAILROAD AVENUE, FLOOR 2 GENERAL UTILITY INFORMATION FRONT PORCH 56 SF ' I I -P.O. BOX 1442 1 STUD I I I EAST HAMPTON, 4 11937 A-1.0 GENERAL INFO. N.T.S. REAR DECK 280 SF DOUBLE TOP PLATE I TEL REW@7-0023 I i I EMAIL: DREW@DBB-PE.COM SILL PLA I I STUD F I B I I I II 9 I I I FLOOR PLANS RAFTER ' 0° FOUNDATION + PORCH DECK PLAN 1/4" = 1'-011 STUD LBP 1/212x2 WASHER) MAS A 2.0 FOU / 011 ° TOTAL : 336 SF DOUBLE TOP PLATE 'H1' H2.5A ` 0 ° 0 0 FLOOR RAFTERS •° u ELEVATIONS + SECTION DETAILS ° ° STUD SANDS VARIES ° BOTTOM PLA o o SUB FLOOR ° A-3.0 ELEVATIONS + SECTION DETAILS RESIDENCE ° ° '° u'J ° 930 PLUM ISLAND LANE TYPICAL RAFTER-WALL PLATE STRAP CONNECTION TYPICAL TOP PLATE-STUD STRAP CONNECTION TYPICAL SILL PLATE-FOUNDATION CONNECTION SIMPSON SURONG-TIE MODEL NUMBER: H-4 SIMPSON STRONG-TIE MODEL NUMBER: 2@H2.5A LVL RIM JOIST ° SIMPSON STRONG-TIE MODEL NUMBER: MAS ANDLBPI/2 ORIENT NY 11957 110)MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR ° 110 MPH WIND WOOD SPECIES TO BE DOUGLAS HR FASTENERS: TO RAFTERS:5-IOdxI1/2" FASTENERS: STUDSI6'o.c. FASTENERS: MAS: LBP 1/2: TO PLATES:5-1Od x 1 1/7' USE 10-8d x 1 1/7'NAILS @ EA.H2.5A ° ° LOCATE 3'-9"o.c. LOCATE 6'-CT'o.c. TO STUDS:NONE ° ° TO STUDS:6-10d x 11/2' TO SILL:2x2 WASHER 0 0 0 ° 0 ° LT 0 ° ° ° ° ° ° GENERAL NOTES: ° DOUBLETOP PLATE o ° STUD INFO TOP PLATE o ° ° ° 0 I I STUD 0 0 00 RSP4 0 ................._._...........__........._......... . .._ _...._......_.. .. .._._. ........................._.............._........_......_.------....._._..............._-....._._...- -._................_...._.-_......_......-....._......._....... 0 _......._...__...................._................................... ...................._._. DOUBLE TOP PLATE o ° STUD _.___....._.._.......__.._....._ _....._..........___._.........._..._ H8 RAFTER SP4 �' SILL PLATE 0 0 ' .--......._......_......_.._......._...__............................_..._......................__._._.._......_...... - ..__........_.._...._.............................. D SP1' _........_..----.---._........__....................................._.......__. ..........._................:..__..._._...----- ---- _....._.._._..._..............................._........................_................_. 0 FOUNDATION ° ° ° 0 in 0 0 TYPICAL I AFTER-WALL PLATE_STRAP CONNECTION TYPICAL TOP PLATE-STUD STRAP CONNECTION TYPICAL FLOOR-FLOOR STRAP CONNECTION TYPICAL STUD-SILL PLATE STRAP CONNECTION ...........................__............... ..-.._.....__._._...._.._. .... _..._.._.. SIMPSON STCRONG-TIE MODEL NUMBER H-8 SIMPSON STRONG-TIE MODEL NUMBER: RSP4 SIMPSON STRONG-TIE MODEL NUMBEFCS20 OR LSTA30 W/LPT4 SIMPSON STRONG-TIE MODEL NUMBER: SP4 OR SP1 1 ICO MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS HR FASTENERS:: TO RAFTERS:5-1Od x 1 1/2" FASTENERS: STUDS 16'o.c. FASTENERS: CS20: LSTA30: FASTENERS: SP4: SPI: TO PLATES:5-1Od x 1 1/7' USE 8-8d x 1 1/7'NAILS STUDS @ 16"o.c. STUDS @ 16"o.c. TO PLATES:NONE TO PLATES:4-10d _.. . . _....._. ... ._.. ............_ ..... . . _... ..__ .._.. _ ...................._........................._. ........................... .........................................._..._ _. ..._........... ___.. ...._...._. .._.......... ..._.__....._.........._.._ ..... ..._........ TOSTUDS:NONE TOSTUDS:6lOdxll/T TOSTUDS:6lOdxli/2' TO STUDS:6lOdxil/T TOSTUDS:6lOd DP:E`;1' - T' t: a }: tr ............. ......._......__ ..... STRAPPING DETAILS � , , `= ' t'�� 'F` 3 �� '. . - JUNE 23, 2018 SCALE: N.T.S. 3'_¢, 8" DN. ————--———--, b RT b ---------- PROVIDE 4"DRAIN AT BOTTOM OF STAIR WELL 015I I I 5'-0" .41 - -- — —— ——— — —— —— —— —— — — ———— L ISSUED: .777 r +teco LIP.16-PliER 10.1 13'-1 13.1" 4'-1 7 r '-0" 41 5 2' 36"x36NI 8"DEEP POURED 0 CONCRETE FOOTING L J _7 24'5(24"xl 2"DEEP POURED 'T— �o r.; T FOOTING CONSTRUCTION: 6'-4" 6-2j" -4-24A4 r CONCRETE FOOTING DECK JOIST 8"x 16"POURED CONCRETE T- -I d(3)2210 KN 1 11 1-L'rr'j ! "1 11 1 . , '. I FOOTING WITH(3) #6 CONTINUOUS I . — R . . . . . .. REBAR TIED TO WALL REBAR AT 'v 36"X36"Al 8"DEEP POURED pl) REVISED: BUILDING PERIMETER. PROVIDE 3" 0 ID 1 19) 1 " ' " \ ". \. � I . .' '. . . . I I '\� -� . , / " I� b o*cv o'cv o-ev 1/0-�c 11 11 r- e-F, . .• . . . . . 2xI0 ROOF RW c CONCRETE FOOTING 10 c '0 OF CONCRETE COVER ON ALL MACS 0o I REBAR (TYP.) L J DEC? LINE INDICATES DECK ABOVE WE M ACQ 10'*DIA.SONA TUBE MIN. :I I 42"BELOW GRADE 'DECK JOIST �o _j 7� b X N /'. C4 FOUNDATION WALL CONSTRUCTION 0 8"POURED CONCRETE WALL WITH 'o 42"x42"XI 8"DEEP POURED O.C. . . . . . ... #6 VERTICAL REBAR @ 32' CONCRETE FOOTING 00 co . . . . . . . . cl) A3.0 3.0 A3.0 A3.0 X' TYPICAL 6x6 AC COLUMNS STRAPPED TO 2x8 ACQ %D DECK JOIST CAT�S 2 STORY'FRAME CONCRETE FOOTING LING BY OTHERS Tl" I 80 LINE INDICATES 10"DIA.SONA TUBE MIN. C? DECK ABOVE 4"MIN.POURED CONCRETE X 42"BELOW GRADE b SLAB OVER UNDISTURBED SOIL . . . . . .. . . . 49 SOUTH COUNTRY RD. b WESTHAMPTON BEACH, NY PHONE: 516-721-9474 4"DIAMETER X"THICK r —— —, 1 / ' '�' ,l,% / �V > EMAIL:CZARNECkIDESIGNS@GMAIL.COM STEEL COLUMN TYP I— — — — — — I I j 3 'x36"xl 8"DEEP POURED 6 CONCRETE FOOTING . . .. .. 4' 91-11" V L ——— PROVIDE J"TYPE"XI FIRE Lo RESISTANT GYPSUM BOARD FINISH ON CEILING _ f D.B. BENNETT CONStJ[.I']N(; ENGINEIER 36"x36"XI 8"DEEP POURED 0 1 RmtR(%%tsAw.,vi-P.O.Nix 1442-rASTll%Nflllo%-NtY-11917 . . . . . . . . . . mllo'):6,11-9074)(123- CONCRETE FOOTING L —— — 3 RAILROAD AVENUE, FLOOR 2 c1l) P.O. BOX 1442 EAST HAMPTON, NY 11937 — — - ----- - - -- - - -- -- -- - J TEL 631-907-0023 L- -- --- - ----00 EMAIL: DREW@DBB-PE.COM - - — --- -- —— — — ---——— — —— — —— — — —— —— — — 27'-6" SANDS PITCH ',S L�A 0 GARAG S LAB RESIDENCE IN CONFORMANCE WITH PROVIDE 4"MIN,'POURED CONCRETE -TION R309,3 OF THE SEC SLAB OVER CLEAN SAND AS REWRED RESIDENTIAL CODE OF NYS 930 PLUM ISLAND LANE COMPACT TO q5o/o.CAoAcrrY...' Eo ORIENT NY 11957 -- — — ——— —— — — — 7— FOUNDATION PLAN 25'-2" + MAIN FLOOR PLAN FOUNDATION PLAN- MAIN FLOOR PLAN- A SCALE: 1/4" 1'-0" SCALE: 1/4" 11-011 PA & CQ WACQ (rill I JUNE 23, 2018 T.O. ROOF SITE ELEVATION: +28'-113!4" -- - --- — -- _ - _ — FMM t;jn_ -_ - -- .OE. PORCH/RIDGE ORI+D 2-4 CaENTRY PORCH ROOF INDICATES 2 STORY PRE-FAB. NSTRUCTION: ARCHITECTUAL ASPHALT ROOF A3.0 DWELLING BY OTHERS SHINGLES 30 YEARS OR BETTER — — OVER 30# FELT PAPER OVER 4" 1 PLYIWOOD OVER 2x8 RAFTERS1 INDICATES 2 STORY PRE-FAB. DVa ELLING BY OTHERS ISSUED: © O ' � 717. 7F711 11 (FASCIA, RAKES,CORNERBOAR - T.O. FRONT PORCH REAR DECK ! T::1 El � EQUAL QCOLUMNs) PVC OR SITE ELEVATION: +1'-8" [7 _- — EQUAL QUALITY T.O. FOUNDATION --- -- --- -- --- --- - -- ------ ----- - --- ----- - ------ -- - ----- -- ------- ----- - -- -- --- --- -- --- -- -- -- - ----- --- -1 SITE ELEVATION: +0'-81/2' L T.O. PORCH / DECK FOUNDATION _- -- ------- - - -- - - ----- ---- -- --------- -- ---- --- - -- - - -- -- ----- -- -------- - ---- SITE ELEVATION: +0'-1 1!2" T.O. GRADE SITE ELEVATION: +0'-0" 5 I' A3.0 � 1 C? [ REVISED: •I BASEMENT SLAB CONSTRUCTION: FOOTING CONSTRUCTION: 4 POURED CONCRETE SLAB WITH 6x6-1 0/10 8 x 16 POURED CONCRETE FOOTING WITH I. (FRONT) ELEVATION I WWM OVER MECHANICALLY COMPACTED (3) #b CONTINUOUS REBAR TIED TO WALL SOIL-PROVIDE Y"PERIMETER EXPANSION REBAR AT BUILDING PERIMETER, PROVIDE 3" [ SCALE: 1/4" = 1 '-0" I' JOINTS W/CONTROL JOINTS AS REQUIRED. OF CONCRETE COVER ON ALL REBAR(TYP.) T.O. CONC. SLAB. BASEMENT - -- - --- -- -- -- -- -- -- - -- -- -- -- -- -- -- - --- - --- -- -- -- -- - ---- -- - --- ------------- -- - --- -- ---- --- -- --- -- -- ---- -------------= _ _ _ _ _ _ _ SITEELEVATION:-8'-0" ------------------- ------------- -- -- ----------- ----- — -- --------------- ------------- -- ---------- -- --- — -- ------------- --- ----- ---- --------- -- --------- - ------ ------------------------- T.O. FOOTING L- _ SITE ELEVATION: -8'-4" (j A3.0 SECTICDN A-A _ m >: , SCALE: 1/4" = 1'-0" - - - - - - - - ;- - - - - - - -I F- - - - - - - - - -i� -�� - - - - -I ROOF FRAMING- WATER PROOFING 2x8 WOOD FRAMING 1 I 49 SOUTH COUNTRY RD. RAFTER @ 16"O.C. 1 1 I I I SPRAY ON BITUTHENE WESTHAMPTON BEACH, NY I WATEIRPROOFING PHONE: 516-721-9474 FASCIA: 1 I ( 1 I EMAIL:CZARNECKIDESIGNS@GMAILCOM T.O. ROOF 1 x8 PVC I I I SLAB CONSTRUCTION: --------------------- SITE ELEVATION: +28'-11314" -------------------------------- " Ute CONCRETE SLAB WITH 6x6-10/10 FASCIA: J I UDS OVER ED SOIL- lxb T8cG PVC I ( rl PROVIDE Y"PERIMETER D.B. BENNETT EXPANSION JOINTS W/ CONSULTING ENGINEER CONTROL JOINTS AS ( 1 1 3R%u"nv,A%ixn-Ptl. o, 4 % , 9 (2) 2x10BEAM i r� az-r.,.n,�.�<. Ni.ii ;� REQUIRED. 73i.� ,,, FOOTING CONSTRUCTION: 3 RAILROAD AVENUE, FLOOR 2 — 1 8"x 16"POURED CONCRETE P.O. BOX 1442 1 I I ( FOOTINIG WITH(3) #6 EAST HAMPTON, NY 11937 CONTINUOUS REBAR TIED TO TEL 631-907-0023 1 1 I 1 WALL REBAR AT BUILDING EMAIL: DREW@DBB-PE.COM 1 1 1 ( PERIME7ER. PROVIDE 3"OF 1 1 I 1 CONCRETE COVER ON ALL I- - - - - - - - - - - - - - - L - - - - - - - - - - - - - REBAR (TYR) 4 DETAIL - WALL SECTION 6 DETAIL - WALL SECTION SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SANDS RESIDENCE i 930 PLUM ISLAND LANE T.O. PORCH RIDGE ----- -- -- ---- -- --- ------ ---------------- - —INDICATES2STORY-P12EFAB.------------------------------------------------------ -- -- -- ---- -- -- - 1 ORIENT NY 11957 SITE ELEVATION: +12'-4" DWELLING BY OTHERS DECKING: 1 1'x4"HARDWOOD I 1 DECKING TBD. 1 STRAPPING SIMPSON LFI JOIST HANGER FRONT + BACK ELEVATION I o 1 �n NAILER BOARD: i + SECTION DETAILS ! 1 2x8 — Et SILL SILL PLATE: HURRICANE TIE DOWN 1 DOUBLE 2 x 6 ACQ PLATE ' ' — -- STRAPPING: ANCHORED TO FOUNDATION WALL SIMSON LTP42 @16 O.C. 1 1 1 1 T.O. FRONT PORCH REAR DECK - I I TERMITE SHIELD: SITE ELEVATION: +1'-8" COPPER TERMITE SHIELD SEAL ALL � ! � ' � � ND T.O. FOUNDATION - ------------------ - - - - - - - ---------- -------- --- I FOU AND HOLES ARO ve SITE ELEVATION: +0'-8112" - -- — --- -- -- -- -- 1 --- --- — ------ -- ---- —� - — ---------- SEAMS PERIMITERU An 6 IL T.O. PORCH / DECK_FOUN_DATIONIN SITE ELEVATION: +0'-1 112" TRIM : ANCHOR BOLT: TRIM : I I ( 4 I 5/8"DIA. @ 24"O.C. T.O. GRADE (FASCIA, RAKES,CORNER 1 I I 19-1 SITE ELEVATION: +0'-0" BOARDS,COLUMNS)PVC OR EQUAL QUALITY I I ( FOUNDATION WALL: RAILING : 8" POURED CONCRETE WALL WITH #b 36"HIGH COMPOSITE L_ I I 1 VERTICAL REBAR @32"O.C. BOTH WAYS GUARDRAIL - - - - - - - - - - - - L — - - - - - - - -I 2 BACK ELEVATION Q==DETA�IL WALL SECTION , SCALE: 1 1/2" = V-0" SCALE: 1/4 = 1 '-0" JUNE 23, 2018 u+ WOO" Jif I !I j� II'll flli�� y ,rte" � • 1L polo o 'Ili IIIA I N" 0090 00114 fin► 0000, 0000 m e� O o 9 10 Vol" 7 ., .,. ISSUED: ./ I C6 W I I I I a ' I REVISED: �' I I t? I I r I I *: r GRAVEL DRIVEWAY 49 SOUTH COUNTRY RD. . ' WESTHAMPTON BEACH, NY PHONE: 516-721-9474{ EMAIL:CZARNECKIDESIGNS@GMAIL.COM a h - � . .2�STORY Pf2E-FAB:�:`:� \' ' ' ;': � ' I DWELLING BY OTHERS ' r_ �. D.B. BENNETT PROPOSED CONSUL'T'ING I:NGINFF'K DECK 3R❑x.a A.Inol-PO.IG,\1442•F.wl4MvIo.•NY•11917 ====y E ; Tl I rna�":671-907.002.1.•Ka.unu-rv.�oN { g 3 RAILROAD AVENUE, FLOOR 2 1 P.O. BOX 1442 �_____ B 'i ,✓' A; EAST HAMPTON, NY 11937 TL 631-907-0023 EMAIL: DEW@D B-PE.COM .\,` _ PROPOSED . . . . . . �; is , . . . . . . . . . . .', OSED FRONT ENTRY STOOP SANDS RESIDENCE I I 930 PLUM ISLAND LANE ORIENT NY 11957 Fill ri FRONT YARD SET BACK 40'-0" REAR YARD SET BACK 50'-0" PROPOSED SITE ® PRIMARY BUILDING ENVELOPE PLAN C\2 - - - - -- "-- 1I -- - - - — I o o z 0 � e-� I cn CIO o cn 0 o - 'I i 1 t S 88057 '40 " E 150 . 00 ' 1 PROPOSED SITE PLAN SCALE: 1/4° = 1'-0" JUNE 23, 2018